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Home My WebLink About42771-Z oo�gllfF04`pG Town of Southold 1/31/2021 3 P.O.Box 1179 0 o • 53095 Main Rd �'yo� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41799 Date: 1/31/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 9820 Nassau Point Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 118.-6-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/2/2018 pursuant to which Building Permit No. 42771 dated 6/8/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with partially finished basement(recreation room, bedroom and bathroom), covered front porch, covered rear porch, second floor deck and attached garage as applied for. The certificate is issued to Aksekad,Evan&Anavi,Yasmine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0068 1/28/2021 ELECTRICAL CERTIFICATE NO. 42771 8/10/2020 PLUMBERS CERTIFICATION DATED 11/20/2020 i&ad Piecu 0 Vo ' e Signature o�Svffut,��oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42771 Date: 6/8/2018 Permission is hereby granted to: Akselrad, Evan - 16Jay St New York, NY 10013 To: Demolition of an existing single family dwelling and construct a new single family dwelling as applied. At premises located at: 9820 Nassau Point Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 118.-6-10 Pursuant to application dated 4/2/2018 and approved by the Building Inspector. To expire on 12/8/2019. Fees: DEMOLITION $1,189.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,940.00 CO -NEW DWELLING $50.00 otal: $5,179.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. y- 6,;?,-- a 0 New Construction: Old or Pre-existing Building: (check one) Location of Property: 1U,�5!SAO Tbimf ROAD 60 TC!fjyj oe House No. ,{ Street Hamlet Owner or Owners of Property: �:yA� AKsau p [ASMWC AMAVI Suffolk County Tax Map No 1000,ppSection 18 Block O &0 Lot t Subdivision As5A0 t�ola(Te1.196 T 0 e 'l'f E5� lAcc . Filed Map. -7,f X' Lot: 8 Permit No. q2� I Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 6-0 Applicant Signature CONSENT TO INSPECTION Vkq the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is)(are)the owner(s)of the premises in the Town of Southold, located at Q 8 Zp AI Assdy f y wr kk d P , which is shown and designated on the Suffolk County Tax Map as District 1000, Section ( (gj ,Block_ (e ,Lot (O That the undersigned(has) (have) filed,or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: ( ignature) r:rE-C!U D . (Print Name) (Signature) (Print Name) pF SOVr�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 .� a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Evan Akselrad Address: 9820 Nassau Point Rd city-Cutchogue st: NY zip: 11935 Building Permit t 42771 Section: 118 Block: 6 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric LLC License No: 4839ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 123 Ceiling Fixtures 23 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures 16 Smoke Detectors Main Dist.Panel 400A A/C Condenser 5 Single Recpt Recessed Fixtures 158 CO2 Detectors Sub Panel 4 A/C Blower 5 Range Recpt Dual Ceiling Fan 7 Combo Smoke/CO 8 Transformer UC Lights 10' Dryer Recpt 30A 2'Led5 Time Clocks Disconnect Switches 76 4'LED 4 Step Lights 5 Pump Other Equipment, 2-200A Breakers and 3-100A Breakers in MDP, Central Vac, Fridge, 2-Mini Fridges Hood, 2- DW's, W/D Notes: House w/Attached Garage Inspector Signature: Date: August 10, 2020 S Devlin-Cert Electrical Compliance Form.xls o so Town Hall Annex Telephone(631)765=1$02 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD ® � 7 � U NOV 2 5 2020 � CERTX1 ICATIU py�{?y�sL 4 S 4 tl4 S -� r� �'ll�RJI..�'AF1G"j,d:.fl�r to TOW-; 4° a Building Permit No, Owner; r4ksr I r R �'lea�se pi<ilat) Plumber. Bra Necvt I, (Flew print) f I certify that the solder used in the water supply system contains less than 2/10 of 1% lead, - lumbers Signature) Sworn t4 before mv' this AYH day of Notary Public,'C&61-2;--/�CCounly SUSAN A.RIZZO Notary Public,State of New York No.01 RI6183459 Qualified in Suffolk County Commission Expires March 17,20W SOUTH � o # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F UNDATION 1ST r�� [ ] ROUGH PLBG. [ FOUNDATION 2ND rvlD [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING ET ZKS: f7 � c�1o►� SSU rim/ . DATE 1 INSPECTOR RVTf of soul # TOWN OF SOUTHOLD BUILDING DEPT® `ycourm,��' 765-1602 INSPEC1 FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING w RE ARILS: 1 vu -fft �*tkq t V. DATE INSPECTOR L oe souryOlo # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802 INSPEC 7ROUGH ION [ ] FOUNDATION 1ST PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL ING REMARKS: ��tt s cam' DATE ® INSPECTOR %&W SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. coumv,, 765-1802 - INSPECTION 65-18021NSPECTION ti [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION k! � �' ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR 1/ 1 of SOON,°{o -TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm ' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] R UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE,SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � owaw, * lOAA. _ I' DATE INSPECTOR Hz7 _ �,oE soulyo� T E5Z0 74 :! # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DV cS �kAf &Ins- ./ &vrl&c( P U�- te / LA o DATE INSPECTOR Of SOUTyo ?-7 7 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL'(ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O b Vse REMARKS: 4�1 DATE INSPECTOR .� �O�aOF SOUTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL /II� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] ' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 09941V F— G W4414 c N I Mvel> r LAI^- �w 5�n 4A r a V ` 'rv►�du� - on DATE 117OW INSPECTOR �. � �k � � •�'�. ��. '�' � ,tea" � 41 µ .- J^d¢ rte'. S! .fir v 41r.r 3 ti 1 7r Y" r r F } r v 4 8 i . •b 7 l,Fy 7az�h ,v iF e� of f r� b YJ e �af h e � S r n /#j� � IF ., � _ _ .� �{ �^ _ !�� ! 1 F �_ .� _ - ,, �'� F h 3 °!� �� ,,-`' , ,�'- �,,. � _,�{, �, A 1n t Ix t _ :� r F f .F ti: r _ ^ P. , ,:4 Vol 4Yolk rMEN P i s AK _ r� i . V . n t 4� �� k! f _ -f :� j y_ £ �,. 1 ... .+u. .r .�? � M,Y t, r ,q `.� �,. -- �, - _ _, -. . �� `",�-� '§, _ '�0� ._ _ m _. � .I.�.� W. 'a4 �. .� �w ._.._ \E ....: � ' .� — x __. v �:� _w.,, � � ., -,�� tis �.�w _,. -. .. �. - - `'4 �, t t •�r �jy_�J4 - a�..t � cl V� ow .� } .y r A , } 14 3 AQAVV- ERTISSEMENT 3 + ERTENCIA ;a'Y r,._. ` ,� •I"' - DEC 3 2020 & -NG WE W Y 0 R--K U t L Dl W T C'C H N 0 L 0 G T Affidavit of 2015 IECC Compliance Date: 9/10/2020 Inspection Address: 9820 Nassau Point Road, Cutchogue NY This is to certify that on 8/27/2020 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement. 402.4.1.1 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 7192 Blower Door Test 12198ach@50pa Conditioned Volume: 56687 Leakage in ACH50: 12.33 ach@50pa 402.4.1.2 2015 IECC Compliance IPASS 403.2.2 Duct Sealing: (Duct Blaster Test) The Building duct and plenum system has been tested by post construction test in test accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, meets the minimum requirement of: <4 cfm25r)a per 100 Ft2_of conditioned floor area. System 1:Exempt Leakage CFM@25: Supply R-value: Exempt Return R-value Exempt System2:Exempt LeakageCFM@25: Supply R-value: Exempt Return R-value Exempt System3:Exempt LeakageCFM@25: Supply R-value: Exempt Return R-value Exempt Total Combined Leakage: 10 CFM@25 I Leakage Limit: 1287.7 CFM@25 **** EXCEPTION-All ductwork and air handier are located within the building thermal envelope**** 403.3.3.2 2015 IECC Compliance: I PASS Mechanical Ventilation: As Tested: I PASS (ERV) I Required: M1507 Compliance PASS Combustion Safety Testing: I Not Applicable ELECTRIC See Attached Report INo Insulation and Thermal Bypass: Inspected-PASS Signature of Certified RESNET HERS I Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#1998-072 1'om accare a e 47 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors (Raters) are not and shall not be owned, controlled by, or have shared financial interest with the owner of the project, the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third-party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg. 1,Suite B Miller Place, NY 11764 Telephone: (631)495-0289 Fax: (631)509-4538 Email: Info@NYBTG.com NEW Y OA - ,BX1, 1 h ID-0- G R•0"U.E Affidavit of 2015 IECC Compliance Date: 9/10/2020 Inspection Address: 9820 Nassau Point Road, Cutchogue NY This is to certify that on 8/27/2020 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement. 402.4.1.1 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 17192 Blower Door Test 12198ach@50pa Conditioned Volume: 56687 Leakage in ACH50: 12.33 ach@50pa 402.4.1.2 2015 IECC Compliance IPASS 403.2.2 Duct Sealing: (Duct Blaster Test) The Building duct and plenum system has been tested by post construction test in test accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, meets the minimum requirement of: <4 cfm25pa ger 100 Ft2 of conditioned floor area. System 1:Exempt Leakage CFM@25: Supply R-value: Exempt Return R-value Exempt System 2:Exempt Leakage CFM@25: Supply R-value: Exempt Return R-value Exempt System 3:Exempt Leakage CFM@25: Supply R-value: Exempt Return R-value Exempt Total Combined Leakage: 10 CFM@25 I Leakage Limit: 1287.7 CFM@25 **** EXCEPTION-All ductwork and air handler are located within the building thermal envelope**** 403.3.3.2 2015 IECC Compliance: I PASS Mechanical Ventilation: As Tested: I PASS(ERV) I Required: M1507 Compliance PASS Combustion Safety Testing: I Not Applicable I ELECTRIC See Attached Report No Insulation and Thermal Bypass: Inspected-PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development ��- 124 Brindley Street, Ithaca NY 14850 Provider ID#1998-072 Tom Baccarella Certification#3587347 607-277-6240 Notice of independent Status.Asper the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors (Raters) are not and shall not be owned, controlled by, or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third-party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg. 1,Suite B Miller Place, NY 11764 Telephone:(631)495-0289 Fax: (631)509-4538 Email: Info@NYBTG.com NEW YORK BUILDING TECHNOLOGY GROUP 159 Route 25A, Bldg W tte B, Miller Place; NY 11764 Phone: 631-495=0289 Email: info@NYBTG.com NY State Rough Inspection Certificate Address: T?Z0 /��FSS+9►� j��►.- I�� Permit #: Z 7 7 l Tax Map: - - - Building Envelope Insulation: Ceiling: R= g?' !/ I -Above Grade Walls: R= Z +40H3 /3 Foundation Walls: R= � 1//� 3 'Nf, Exposed Floor: R= Slab: R= Duct Insulation: R-- Total =Total Duct Leakage: P s / Test at Final System 1 CFM �� > ❑ System 2 CFM �r - [� ❑ System 3 CFM ❑ Table R40 2.4.1.1: Air Barrier Compliance ❑ Pass Additional Items to be verified at Final: Rater Signature: /�---- �- Vie: I 0/3///L-7 HERS RATER:Thomas Baccarella Resnet ID#33587347 r HERS RATE:Gene Surdi Resnet ID M 9527381 Field Inspector:Joseph Ramirez Resnet ID#:DNBEVQ 0 -ell D EC�UV[E D FEB - 62019 TOWN OF SO T U'YLD Anavi 9820 Nassau Point Road Cutchogue, NY 11935 Permit #42771 Form, Rebar & Steel photos taken Wed., January 2, 2019 t iw - •,+- 1!'-,��u �1 wry.-+d'. it � - ._.�!•,�jig r y y, y } Y r•' yL, s a Y w a ra .. � .. � m .a. �- r, -j �,/'� spy M. •s -,�,� "�.�• T' �-.,,�.°M� "M" a" I�t4� '^"'9^"�"l� �'K:�'"\a IG�� ✓ �F r.r,:li—�.. g,�p v .r - " i a r iR �i r 1` low F1 .-ft. ......... ..,� • x. r - r- "Yf37, - - _ _ ,� . . - ¢, ,� ;. -z � .. 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Nassau Point Road Cutchogue, NY 11935 Permit # 42771 Footing photos taken Friday, January 18, 2019 101..• � ^L'^ _.�' �1✓+ .�4 :- V. .. :_� `.v yam.. f�yar 1�'��p'+_�y(. ,��• � 4j,% 41, 46 M Mom- Ij ids Ap t � � a S f a 1ty �Y - r r ( 1 � (M1 c `c w �• 1 f ; (� ��' 4�`.. a.I �.� /?I�mUr 5 w� o s�,ar g��.� \ ! 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' � M ' y �" i w � ' A _ ,fit .�. a '�� • ',.,,,W,�`�,,. �- t �r M i I:•� a t , s - �h - ► e i tr r d y ;a � A 1 ,,#' f -' -"•. -:T `� s - �s ref-�'�tom..-� �� _ r� - - s �^' �� _ � c,�file R A -�� ,. .. � j"�. •a n`.,.+�— x u. £ v. j fFf, Y y �r ll • � �r �Y " r JAW. i a 7 7j NEW YORK BUILDING TECHNOLOGY GROUP 159 Route 25A, Bldg W Ste B, Piller Place, NY 11764 Phone: 631-495-0269 Email: info@NYBTG.com NY State Rough Inspection Certificate Address: Is/ zo Permit #: y Z. 77 1 Tax Map: - -Building Envelope Envelope Insulation: Ceiling: R= . - - / I Above Grade Walls: R=�4i3 t/ -#) Foundation Walls: R= ZI�j 3 '-gD Exposed Floor: R= Slab: R= Duct Insulation: R= Total Duct Leakage: P s / Test at Final System 1 CFMx--1- � � ❑ System 2 CFM x ❑ System 3 CFM ❑ Table R40 2.4.1.1: Air Barrier Compliance ❑ Pass Additional Items to be verified at Final: Rater Signature: HERS RATER:Thomas Baccarella Resnet!D#: 3587347 HERS RATE:Gene Surdi Resnet ID#: 9527381 Fie!d Inspector:Joseph Ramirez Resnet ID#:DNBEVQ „-A NOV ® 1 2019 ,: A n HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 03) HVAC Designer Responsibilities: • Complete one HVAC Design Report for each system design for a house plan,created for either the specific plan configuration(i.e.,elevation, option, orientation,&county)of the home to be certified or for a,plan that is intended to'be,budt with potentially different configurations(i.e., different elevations, options, and/or orientations).Visit'www.energystar.gov/newhomeshvacdesign and see Footnote 2 for more,information. • Obtain efficiency,features(e.g.,window performance,insulation levels,and infiltration rate)from the builder or Home Energy Rater. • Provide the completed HVAC Design Report to the budder or credentialed HVAC contractor and to the Home Energy Rater. 1 1.Design Overview 1.1 Designer Name. Gaetano D'Antonio. P. E. Designer company. D'Antonio Consulting Engineers,MtC. 2018 1.2 Select which party you are providing these design services to: E Builder or ❑Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1 1) D'Antonio Consulting Engineers, P C. 1.4 Area that system serves. [Z Whole-house ❑Upper-level ❑ Lower-level ❑Other 1.5 Is cooling system for a temporary occupant load? ❑Yes 0 No 1.6 House plan 9820 Nassau Point Rd, Cutchogue, N Y 11933heck box to indicate whether the system design is site-specific or part of a group 0 Site-specific design Option(s)&elevation(s)modeled ❑ Group design. Group#: out of total groups for this house plan. Configuration modeled. 2.Whole-House MechanicaLVentilation Design Designer , Verified Airflow: ---- --`.�� -------- -- , ----- , -------- - -•---. . ---- — 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010 or 2013 ❑ 2.2 Ventilation airflow rate required by 62.2 for a continuous system CFM - 2 3 Design for this system Vent.airflow rate CFM Run-time per cycle minutes Cycle time minutes - System T pe&Controls-,- 2.4 ontrols:2.4 Specified system type 0 Supply ❑Exhaust E Balanced 2.5 Specified control location (e.g.,Master bath, utility room) 2 6 Specified controls allow the system to operate automatically,without occupant intervention ❑ 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not ❑ obvious(e.g.,a label is required for a standalone wall switch,but not for a switch that's on the ventilation equipment) 2 8 No outdoor air intakes designed to connect to the return side of the HVAC system, unless specified controls operate ❑ intermittently and automatically based on a timer and restrict intake when not in use(e.g., motorized damper) Sound:12.9 The fan of the specified system is rated=3 sones if intermittent and=1 sone if continuous,or exempted ❑ Efficiency: - ` 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4.7 is ECM/ICM,or the specified controls will reduce the standalone ventilation run-time by accounting for hours when the HVAC system is heating or cooling 2 11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified j ❑ 'Air Inlet Location: (Complete this section if system has a specified air inlet location;otherwise check"N/A'y ❑N/A 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage,or adjacent dwelling unit ❑ 2.13 Inlet is=2 ft above grade or roof deck,=10 ft.of stretched-string distance from known contamination sources(e g ,� stack,vent,exhaust,vehicles)not exiting the roof,and=3 ft.from known sources exiting the roof �Li -3.Room-by-RoomMeating,&Cooling,Loads 3.1 Room-by-room loads calculated using )Jnabridged ACCA Manual J v8 D013 ASHRAE Fundamentals ❑)ther per AHJ - 3.2 Indoor design temperatures used in loads are 70°F for heating and 75°F for cooling ❑ 3.3 Outdoor design temperatures used in loads. (See Footnote 12 and energystar.gov/hvacdesigntemps) County&State selected 72 CoolKr Rseason °F Heating season: -F 3.4 Number of occupants used in loads 4 3.5 Conditioned floor area used in loads 2129.7 Sq Ft. 3.6 Window area used in loads- 342.5 Sq. Ft. a HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3. 1 (Rev. 08) HVAC Designer Responsibilities: • Complete one HVAC Design Report for each system-design for a house plan,created-for either the specific plan configuration(i.e,elevation, option,orientation, &county)of the home to be certified or for a plan that is intended to be built with potentially different configurations(i:e., different elevations,options, and/or orientations).Visit www.energystar gov/newhomeshvacdesign and see Footnote 2 for more information. • Obtain efficiency features(e.g.,window performance, insulation levels,and infiltration rate)from the builder or Home Energy Rater. • Provide the completed HVAC Design Report to the budder or credentialed HVAC contractor and to the Home Energy Rater. 1.Design Overview', 1.1 Designer Name Designer company Date 1.2 Select which party you are providing these design services to ❑ Builder or ❑Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1.1): 1.4 Area that system serves: ❑Whole-house ❑Upper-level ❑ Lower-level ❑ Other 1.5 Is cooling system for a temporary occupant load? ❑Yes ❑ No 1.6 House plan Check box to indicate whether the system design is site-specific or part of a group ❑ Site-specific design Option(s)&elevation(s)modeled ❑ Group design. Group#. out of total groups for this house plan. Configuration modeled- 2.Whole-House MechanicahVentilation Design Airflow: 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010 or 2013 ❑ 2.2 Ventilation airflow rate required by 62.2 for a continuous system CFM - 2 3 Design for this system- Vent.airflow rate: CFM Run-time per cycle: minutes Cycle time. minutes - S stem Ty pe&Controls: 2 4 Specified system type. ❑Supply ❑Exhaust ❑Balanced 2.5 Specified control location (e.g., Master bath, utility room) 2.6 Specified controls allow the system to operate automatically,without occupant intervention ❑ 2 7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not ❑ obvious(e.g.,a label is required for a standalone wall switch, but not for a switch that's on the ventilation equipment) 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system, unless specified controls operate ❑ intermittently and automatically based on a timer and restrict intake when not in use(e.g., motorized damper) Sound:2 9 The fan of the specified system is rated=3 sones if intermittent and=1 sone if continuous, or exempted ❑ Efficiency: _ 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4 7 is ECM/ICM,or the specified controls will reduce ❑ the standalone ventilation run-time by accounting for hours when the HVAC system is heating or cooling_ 2 11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified ❑ Air Inlet Location: (Complete this section if system has-a specified air inlet location,otherwise check"NIA") ❑N/A 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage, or adjacent dwelling unit ❑ 2.13 Inlet is=2 ft.above grade or roof deck,=10 ft of stretched-string distance from known contamination sources(e g., E]stack,vent,exhaust,vehicles)not exiting the roof,and=3 ft.from known sources exiting the roof 3.Room=b -Room Heating&Cooling 3 1 Room-by-room loads calculated using ❑Jnabridged ACCA Manual J v8 D013 ASHRAE Fundamentals [Dther per AHJ - 3.2 Indoor design temperatures used in loads are 70°F for heating and 75°F for cooling ❑ 3.3 Outdoor design temperatures used in loads- (See Footnote 12 and energystar.gov/hvacdesigntemps) County&State selected Cooling season. °F Heating season °F 3.4 Number of occupants used in loads 3.5 Conditioned floor area used in loads Sq. Ft. 3.6 Window area used in loads- Sq. Ft. Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, Tom Baccarella-HERS Manager 8/10/18 Name-Title Signature Date Project Title:Avani Residence Report date: 08/10/18 Data filename: PANYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point rd.rck Page 2 of 10 -Section, Plans Verified,- ,Field Verified #' Final,Inspection Provisions,, Coen lies? Comments �Value� Value' p /Assumptions 401.3': ��jCompliance certificate posted. ❑Complies ;Requirement will be met. '[FI7h, .9 w. y•. ;~_ ❑Does Not ❑Not Observable ❑Not Applicable 3 303:3 I Manufacturer manuals for .ar ° _ .' ❑Complies ;Requirement will be met. [FI18]3,, mechanical and water heating ; ',' r` ❑Does Not systems have been provided. ' ❑Not Observable ; y� _ ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ,2, Medium Impact(Tier 2) 3V Low Impact(Tier 3) Project Title:Avani Residence Report date: 08/10/18 Data filename: P:\NYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 10 of 10 Section Plans Verified Field Verified # Final Inspection Provisions value Value Complies? Comments%Assumptions &Req.ID 403.,6.1';"JAI[ mechanical ventilation system _, ;ate❑Complies ;Requirement will be met. FI25 ,i art of tested and listed A [ 2 fans not l P I; ❑Does Not ; HVAC equipment meet efficacy i and airflow limits = ❑Not Observable ; ❑Not Applicable 403`2.: Hot water boilers supplying heat ., ❑Complies ;Requirement will be met. [FI26]2 through one-or two-pipe heating ❑Does Not :systems have outdoor setback 3 control to lower boiler water ❑Not Observable ; ❑Not A ' „ ',j temperature based on outdoor Applicable .j temperature. Wi 403.5.1.1=,Heated water circulation systems ' _ ❑Complies ;Requirement will be met. [F[28]2,. ,have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; A pipe.Gravity and thermos- ', ❑Not Applicable syphon circulation systems are not present.Controls for J '1 circulating hot water system pumps start the pump with signal for hot water demand within the I ,occupancy.Controls ; automatically turn off the pump when water is in circulation loop ; is at set-point temperature and no demand for hot water exists. 403:5.1.2, Electric heat trace systems I' _ 4❑Complies ;Exception:Requirement is [FI2.9]?�=• -i'{comply with IEEE 515.1 or UL ❑Does Not not applicable. , 515.Controls automatically adjust the energy input to the ❑Not Observable ❑ :,cable ' I heat tracing to maintain the � NotA PP 1 desired water temperature in the ;piping. C 403.5.2_,;,,,Water distribution systems that 'I❑Complies ;Requirement will be met. [FI30]2 , !have recirculation pumps that ? ❑Does Not pump water from a heated water supply pipe back to the heated El Observable ; water source through a cold ❑Not Applicable #water supply pipe have a demand recirculation water ' 'I system.Pumps have controls `r ; that manage operation of the pump and limit the temperature I ] of the water entering the cold ,Iwater piping to 104°F. 403 ,,Drain water heat recovery units '• " ❑Complies ;Exception:Requirement is [FI31jz ' tested,n accordance with CSA ` ❑Does Not ;not applicable. 855.1.Potable water-side ',',I pressure loss of drain water heat ❑Not Observable ; recovery units< 3 psi for ❑Not Applicable ; I individual units connected to one or two showers. Potable water- side ater side pressure loss of drain water heat recovery units<2 psi for 1 individual units connected to !three or more showers. i 404.1 ;75%of lamps in permanent .' y ;❑Complies ;Requirement will be met. [F16]1 :fixtures or 75%of permanent .❑Does Not ;fixtures have high efficacy lamps. _ � ❑Not Observable j !Does not apply to low-voltage !lighting. :r - RINot Applicable ; 404.1.1 .',Fuel gas lighting systems have ❑Complies ;Exception: Requirement is [FI2313'- 'Ino continuous pilot light. {`;',:..' ❑Does Not :not applicable. U` ��• • ❑Not Observable ; } =;❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3'l Low Impact(Tier 3) Project Title:Avani Residence Report date: 08/10/18 Data filename: PANYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 9 of10 Section :' Piens Verified Field,Verified; # �'_ 'Fi'nel°inspection Provision`s' _ ° Complies?� Continents/Assum'ptions-, &Re :ID� Value ", Value` 402.1.1, 'Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402°2.2, Steel ❑ ElSteel ;❑Not Observable 402.2.6 [FI1]1 i ; ; ;❑Not Applicable I I I I I I I I i I I 1 I I I I 303.1.1.1,:Ceiling insulation installed per =❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ]❑Does Not [FI2]1 ;Blown insulation marked everyr I 300 ft2. -" ❑Not Observable I ❑Nat Applicable 402:2:3, , Vented attics with air permeable ❑Complies ;Exception: Requirement is [F122]2. -]insulation include baffle adjacent G❑Does Not !not applicable. to soffit and eave vents that �">` ='; •�, �extends over insulation. f" ❑Not Observable [; ❑Not Applicable 402.2.4y (Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 !insulation>_R-value of the ❑Does Not adjacent assembly. '❑Not Observable ❑Not Applicable 402.4.1.2 ,Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 lach in Climate Zones 1-2,andI:❑Does Not I I <=3 ach in Climate Zones 3-8. ❑Not Observable ! I I ❑Not Applicable 403.2.3 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Exception:All ducts and air [FI4]1 !cfm/100 ft2 across the system or 1 ft2 ft2 ❑Does Not handlers are located within <=3 cfm/100 ft2 without air I !conditioned space. handler @ 25 Pa. For rough-in 1❑Not Observable ;tests,verification may need to ! ;❑Not Applicable ; ioccur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Exception:All ducts and air [F127]1 determine air leakage with ftz ftz ;❑Does Not :handlers are located within ;either:Rough-in test:Total ;conditioned space. leakage measured with a :❑Not Observable !pressure differential of 0.1 inch ;❑Not Applicable Iw.g.across the system including ; I 1 ;the manufacturer's air handler ; enclosure if installed at time of test. Postconstruction test:Total I I :leakage measured with a :pressure differential of 0.1 inch iw.g.across the entire system I I I 1 including the manufacturer's air ' I I I ,handler enclosure. 1 ! ! 403.3.2.1 ;Air handler leakage designated j ]❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of ;- ;; a❑Does Not design air flow. I ; ❑Not Observable , :j❑Not Applicable 403'.1:1:+':,`', Programmable thermostats ❑Complies :Requirement will be met. [F,19]z , =s linstalled for control of primary :]❑Does Not :,l heating and cooling systems and initially set by manufacturer to _ w -i❑Not Observable Zt (code specifications. ' ❑Not Applicable ,4,03:1.2 ,J Heat pump thermostat installed I )'❑Complies ;Exception: Requirement is [F„I10]2 on heat pumps. Y`' = - ”❑Does Not not applicable. .i ❑Not Observable ' j❑Not Applicable 403:5.1. ',' Circulating service hot water `''I❑Complies ;Requirement will be met. [I systems have automatic or ([ ]EIDoes Not accessible manual controls. ❑Not Observable �' °f ��R ,' -" 'n❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:Avani Residence Report date: 08/10/18 Data filename: PANYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 8 of 10 Section Plans Verified Field Verified # Insulation Inspection Complies?' Comments/Assumptions & Req. ID Value Value _ 303.1 All installed insulation is labeled F 1❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable - ❑Not Applicable 402.1.1, !Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel E] Steel ,❑Not Observable ; ❑Not Applicable 303.2, ;Floor insulation installedper ❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 hn substantial contact with the r ;underside of the subfloor,or floor ❑Not Observable !framing cavity insulation is in - ❑Not Applicable ;contact with the top side of ;sheathing,or continuous I insulation is installed on the underside of floor framing and extends from the bottom to the ; top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value.If this is a: R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z of the ;❑ Wood ;❑ Wood ;❑Does Not ;table for values 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass UNot Observable ; [IN3]1 ;exterior,the exterior insulation ❑ Steel ❑ Steel t❑Not Applicable requirement applies(FR10). 303.2 ;Wall insulation is installed per = ❑Complies !Requirement will be met. [I1\14] !manufacturer's instructions. ❑Does Not ❑Not Observable ( J❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) ;2 Medium Impact(Tier 2) 3"1 Low Impact(Tier3) Project Title:Avani Residence Report date: 08/10/18 Data filename: P:\NYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 7 of10 F1 High Impact(Tier 1) 1-,,2,-,1 Medium Impact(Tier 2) „3.I Low Impact(Tier 3) Project Title:Avani Residence Report date: 08/10/18 Data filename: PANYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 6 of 10 / Section Field Verified Complies? Comments/Assumptions -it Framing Rough,-In Inspection- Plans Verified,' 402.1.1, iGlazing U-factor(area-weighted U- U_ ;,E]Complies ,See the Envelope Assemblies 402.3.1, !average). T]Does Not I table for values. 402.3.6, �E]Not Observable 402.5 'E]Not Applicable [1711213. i 303.1.3 U-factors of fenestration products E]Complies Requirement will be met. ODoes Not iwith the NFRC test procedure or Y" E]Not Observable ;taken from the default table. 402.4.1.1 ;Air barrier and thermal barrier ElComplies ;Requirement will be met. [FR2311 :installed per manufacturer's ,30Does Not E]Not Observable JE]Not Applicable 402.4.3 Fenestration that is not site built �'E]Complies !Requirement will be met. [FR20]1 is listed and labeled as meeting ODoes Not ISO :or has infiltration rates per NFRC E]Not Observable 1400 that do not exceed code 0 pp 402'.4.5'�,J IC-rated recessed lighting fixtures [FR1611, 'A sealed at housing/interior finish ElComplies :Exception: Requirement is E]Does Not not applicable. ',"""'and labeled to indicate:52.0 cfm E]Not Observable leakage at 75 Pa. TI E]Not Applicable 403.2.1 i Supply and return ducts in attics "J, ElComplies ;Exception: Ducts located E]Does Not ;completely inside the >=3 inches in diameter and>_ :building envelope, 111-6 where<3 inches.Supply and �return ducts in other portions of E]Not Applicable :the building insulated>=R-6 for diameter>=3 inches and R-4.2 ;for<3 inches in diameter. 4:03.3-.,,3,.'5,'.'Building cavities are not used as :Requirement will be met. ducts or plenums. E]Does Not ",E]Not Observable Applicable ,403.4-,,,,JHVAC piping conveying fluids R- 1 1- 1 , R- ElComplies Requirement will be met 2 fluids [FRI-7], above 105 9F or chilled ;E]Does Not below 55 LIF are insulated to�:R- �E]Not Applicable Ocom 403.4.1 Protection of insulation on HVA plies :Exception:Requirement is [FR2411 !piping. 'E]Does Not :not applicable. E]Not Observable 401�3 J Hot water pipes are insulated to R- R- E]Complies Requirement will be met. ;E]Not Observable ;E]Not Applicable 403'6 �Automatic or gravity dampers are Elcomplies ;Requirement will be met. 00 Add8tionaUCsmmmmeots/Aasummptioma: I I I High Impact(Tier 1) 1'.2 1 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: AvaniResidence Report date: 08/10/18 Data fi|ename: P:\NYoTGHOLo|NG\n820Nassau Point Rd\98Zu_nassau_point_rd.rck Page 5orl0 Section° Plans Verified Field Verified Req.ID# Foundation Inspection Value Value Complies? Comments/Assumptions 402.1.1 :Conditioned basement wall ', R- ; R- ;❑Complies ;See the Envelope Assemblies (F04]1 !insulation R-value.Where interior R R_ ;❑Does Not :table for values. ;insulation is used,verification ! ! ;❑Not Observable may need to occur during ; 'Insulation Inspection. Not ; 1❑Not Applicable ; ,required in warm-humid locations; ,in Climate Zone 3. ; 303.2 jConditioned basement wall ❑Complies ;Requirement will be met. [F05]1 :insulation installed per "❑Does Not 1Y manufacturer's instructions. r ❑Not Observable ' ;,. _ ]❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [F06]1 :insulation depth of burial or ! ❑Does Not ;table for values. ;distance from top of wall. :❑Not Observable ; ❑Not Applicable 303.2,1 ',1A protective covering is installed ❑Complies ;Exception:Requirement is [FO11]z 's)to protect exposed exterior ]❑Does Not not applicable. insulation and extends a t 1 Iminimuof 6 in. below grade. ❑Not Observable m -j❑Not Applicable 403.9;;` .''Snow-and ice-melting system E ❑Complies ;Requirement will be met. [FO12]2, controls installed. ❑Does Not 4 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Avani Residence Report date: 08/10/18 Data filename: P:\NYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 4 of 10 1ZREScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. ;Section, _ - `�� .v'�r'. Plans=Verified-, �,Fielde;V,erified ` �'° .;r #, pre-,nspection/Plan'Re'view' Comments/Asssumption f. zs .f 103.1, !Construction drawings and _ r ❑Complies Requirement will be°met. 103.2 !documentation demonstrate ]❑Does Not [PR1]1 energy code compliance for the v ;building envelope.Thermal []Not Observable !envelope represented on (f ��° .� ❑Not Applicable construction documents. 1 siP' iF.s'.�w` 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, (documentation demonstrate ?• _ ❑Does Not 403.7 !energy code compliance for r [PR3]1 ;lighting and mechanical systems. ❑Not Observable ,' :: ❑NtA !!cable } ISystems serving multiple PP dwelling units must demonstrate �; (compliance with the IECC a± `_ !Commercial Provisions. '302.1,. Heating and cooling equipment is: Heating: !°Heating: ;❑Complies ;Requirement will be met. 403.7' ..,,'sized per ACCA Manual S based Btu/hr I Btu/hr i❑Does Not [PR2]2j iii on loads calculatederACCA P I Cooling: 1 Cooling: 1❑Not Observable ; ,'i Manual]or other methods Btu/hr ; Btu/hr approved by the code official. ;❑Not Applicable 4 I 1 I Additional Comments/Assumptions: 11 High Impact(Tier 1) :2 1 Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title:Avani Residence Report date: 08/10/18 Data filename: P:\NYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 3 of 10 f f(+{7 d I� R 9820 Nassau Point Rd, Cutchogue, N Y 11935 HVAC Load Calculations ! for u Evan Akselrad Architect/Engineer 16 Jay Street i New York, N Y 10013 , KII g• - i . a s s, s _ A C HVAC l.,®ADB f OF NEW N 1 � ,0920•,A Ro* SSIoN Prepared By: Gaetano D'Antonio, P. E. D'Antonio Consulting Engineers, P.C. 30 West Waukena Avenue Oceanside, N.Y.11572 516-594-4284 Tuesday,March 20,2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. lRhvac-Residential&Light Commercial,HVAC Loads w Elite Software Development=Inc. )'Anto6j6,66ns61tingEngine&rs ,$' 9820 Nassau;Point Rd,'Cutchogue'N Y`11935; Oceanside;"NY:11572 ®' Project Report :General Project Information Project Title: 9820 Nassau Point Rd, Cutchogue, N Y 11935 Designed By: Gaetano D'Antonio, P. E. J Project Date: Tuesday, March 20, 2018 Client Name: Evan Akselrad Architect/Engineer G Client Address: 16 Jay Street Client City. New York, N Y 10013 Client Phone. 917-689-0301 f Client E-Mail Address: eakselrad@live.com I Company Name: D'Antonio Consulting Engineers, P. C. h' Company Representative: Gaetano D'Antonio, P. E. Company Address: 30 West Waukena Avenue Company City: Oceanside, N.Y. 11572 Company Phone: 516-594-4284 Company Fax: 516-594-4287 Company E-Mail Address. nano@dantonioengineers.com Company Website: www.dantonioengineers.com [,Design Datd Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude. 40 Degrees Elevation. 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter. 0 9 n/a n/a 72 n/a Summer: 83 71 56% 50% 72 36 Total Building Supply CFM: 5,600 CFM Per Square ft.: 0.701 Square ft. of Room Area: 7,989 Square ft. Per Ton: 515 ** Volume(ft"): 27,781 ( * Based on area of rooms being heated or cooled (whichever governs system)rather than entire floor area. **Based on area of rooms being cooled. -Building Loads,, Total Heating Required Including Ventilation Air: 206,432 Btuh 206.432 MBH Total Sensible Gain- 112,840 Btuh 79 % Total Latent Gain. 30,044 Btuh 21 % Total Cooling Required Including Ventilation Air: 142,883 Btuh 11.91 Tons(Based On Sensible+ Latent) 13.49 Tons(Based On 75%Sensible Capacity) Notes. - . Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM Rhvac' Residential,&Light Commercial HVAC Loads Elite Software"Development,Ina. "D"Antonio�Consulting�Engineers 9820 Nassau Point,Rd,°'Cutchogue,N Y�1'1935 "Oceanside NY'11572" ' Page 3 Miscellaneous Report System 1 Ac-B=1 Outdoor Outdoor -Outdoor; : Indoor Indoor- . Grains I ;to ut DataD Bulb,' ' ,,`, -Wet Bulb ; , , ReLHum,,`A'.' Rel.Hum Dry-Bulb = Differ"'ence " Winter: 0 9 100% n/a 72 n/a Summer: 83 71 56% 50% 72 36.47 System 2 Ac-1-1- Outdoor 'Outdoor• Outdoor . Indoor. Indoor Grains- In ,ut Data" D Bulb , Wet Bulb Rel.Hum. Rel.Hum D Bulb Difference Winter: 0 9 100% n/a 72 n/a Summer. 83 71 56% 50% 72 36.47 System 3Ac-1=2 Outdoor ;u Outdoor'' . Outdoor' ", Indoor_-,' Indoor 'Grains Input Data Dry Bulb, Wet Bulb - Rel.Hum Rel.Hum Dry Bulb- Difference Winter. 0 9 100% n/a 72 n/a Summer. 83 71 56% 50% 72 36.47 System 4 Ac-2,1'- ,,Outdoor...` Outdoor. , ' Outdoor .: ' Indoor,,,, ', Indoor.- Grains- �In ut Data' 'D Bulb, "� Wet Bulb: Rel:Hum �' Rel.Huin'`'' .Dr Bulb . "Difference Winter. 0 9 100% n/a 72 n/a Summer. 83 71 56% 50% 72 36.47 Duct Sizing Inputs', - Main Trunk Runouts Calculate: No No Use Schedule: No No Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. 'Outside"Air Data. Winter Summer Infiltration Specified. 0.250 AC/hr 0.130 AC/hr 116 CFM 60 CFM Infiltration Actual: 0.779 AC/hr 0.704 AC/hr Above Grade Volume: X 27,781 Cu.ft. X 27,781 Cu.ft. 21,646 Cu.ft./hr 19,546 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 361 CFM 326 CFM Total Building Ventilation: 380 CFM 380 CFM --System 1---(isolated) Infiltration&Ventilation Sensible Gain Multiplier: 12.07 = (1.10 X 0.998 X 11.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 24.74 = (0.68 X 0.998 X 36.47 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier. 79.01 = (1.10 X 0.998 X 72.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(107 CFM), Construction: Semi-Tight I� Summer Infiltration Specified: 0.130 AC/hr(56 CFM), Construction: Semi-Tight ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 12.07 = (1.10 X 0.998 X 11.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 24.74 = (0.68 X 0.998 X 36.47 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 79.01 = (1.10 X 0.998 X 72.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(49 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.130 AC/hr(26 CFM), Construction: Semi-Tight I ---System 3-- Infiltration&Ventilation Sensible Gain Multiplier: 12.07 = (1.10 X 0.998 X 11.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 24.74 = (0.68 X 0.998 X 36.47 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 79.01 = (1.10 X 0.998 X 72.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(67 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.130 AC/hr(35 CFM), Construction:Semi-Tight W.\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac=Residential&°L"ight Commercial,HVAC Loads° _ ;Elite Software Development,Iric. D'Antonio CorisultingEngmeers ,_�',. ' ° _ ~9820,Nassau`Point"Rd,�Cutchogue,N-Y�11935` Oceanside;NY"11572 ''"" - Miscellaneous Report (cont'd :OutsideAir Data ---System 4---(Isolated) Infiltration&Ventilation Sensible Gain Multiplier: 12.07 = (1.10 X 0.998 X 11.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 24.74 = (0.68 X 0.998 X 36.47 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 79.01 = (1.10 X 0.998 X 72.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(89 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.130 AC/hr(46 CFM), Construction: Semi-Tight ;'Duct'Load,Factor,$cen6 ios for S steni'4,, Attic _Duct 'Duct;" SurFace� From; :No.' 7 e' `b6scrip tion, _ _ Location-., Ceilin sLeaka e.>� _Insulatiori' Area-,,,_ _ .MDD," 1 Supply Attic 16B 0.12 6 642 No 1 Return Attic 16B 0.12 6 119 No W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac--'Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers, 9820 Nassau Point Rd,Cutchogue,N Y 11'935 I Oceanside,NY 11572 Page 5 4 Load Preview Report Netj Rec� Sen Lat: Net Sen SYS SYS SYS 1 Scope Ton Ton /ion Arm Gain Gain Gan Loss CFM C M CFM t fL Building 1191 1349' 515 7,989; 112,840 30,044 142,883' 206,432 5,600, 5,600' 5,600 System 1Ac-B-1 _ - 219 228, 746 2,739! 20,521 5,783; 26,303 60,666; 1,000 1,000 1,000 Uenblabon 1,086 2,227' 3,313 7,111 ' Zone 1 2,739+ 19,434 3,556 22,990 53,555' 1,000 1,000: 1,000 4•Room 1 1,700' 19,434 3,556' 22,990 27,686 517 1,000' 1,000 5-Room5403' 0 0 0; 9,500, 177- 01 0 -- - - - - - a - - - --- ,• - -, - - -T -- 6-Room6 206 0 0� 0 3,1631 59, 0 0 7-Room7 430' 0 0' 0 13,204 247, 0' 0 System 2Ac-1-1 - - - -- 2.800' 351 347 1220' 23,011- y 10,533;- 33,545 48,8121 1200 1200• 1200 Wriblabon 4 -' - I 966 1,979. 2,945 6,321; Zone 1220 22,046` 8,554 30,600 42,491 1,200 1200' 1200 - - -- - - - 2-Room2 1220 22,046 8,554 30,600 42,491 1,200 1,200' 1,200 f i s SystemMc-1-2 287 304, 543, 1,654 27,399 7,075, 34,474' 38,944 1,400 1,400 1,400 Uenblation 966 1,979 2,945 6,321' Zone 1,654: 26,433 5,096, 31,5291 32,623, 1,400' 1,400' 1,400 3 Room - - - - -- - -_- -1,654 26,433 5,096_ -31,529' 32,623; 1,400 1,400 1,400 - - - - --------- - - - - - -- - System4Ac-2-1 405' 466_, 510• 2,376, 41,909; 6,652 48,561, 58,011, -2,000 2,000 2,000_ Nknblabon 1,569, 3,216; 4,786 10,271 Supply Duct Latent 1,121` 1,121', Return Duct 1,131 279 1,410 0 Zone 1 2,376 39208 2,036 41,244 47,740 2,000 2,000 2,000 1-Room4 , 2,376, 39208, 2,036 41244, 47,740; 2,000 2,000 2,000 WA...11726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM t' Rhvad-Residential=$'Light Commercial HVAC�Loads Software Development,Inca D'An4onio`Consulting Engineers= Y 98'20}Nassau Point"Rd,'•Cutchogue;A Y`119359 ,oceanside,NY-`11572= �__ Pa e,a li System 1 -Ac-B-1 -Adequate Exposure Diversit ^Test Test For Adequate Exposure Diversity 30,000 25,000 20,000 MY ' W 15,000 'm , C7 m 10,000 61.2% Diff.from Avg. (1,096 Btuh Excursion) 5,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm ® Average Glass Q 1.3 x Average ® Hourly Glass Gain ® Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours [,AED'Calc`ulation'Sunima' --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on NE, SE,SW, NW rosette. Peak load exceeds 12-hour average load by 61.2%. AED Excursion(amount by which peak exceeds 1.3 x average): 1,096 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. i W.\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM s Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. f D'Antorno Consulting Engineers- 9820 Nassau Point Rd,Cutchogue,NY 11935 I ,Oceanside,NY 11572 Page 7 System 2 -Ac-1-1 -Adequate Exposure Diversity Test a Test For Adequate Exposure Diversity 40,000-- 30,000—' t W 20,000 N 2 10,000-- 56.0% Diff.from Avg. (1,047 Btuh Excursion) 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm ® Average Glass ® 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED'Calculation Summa ° - ' -- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. -- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 56.0%. AED Excursion (amount by which peak exceeds 1.3 x average): 1,047 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM Rh6ac-Residential&Light Commercial HVAC Loads = Elite Software Development,Inc. 'D'Antonio Consulting,Engineers, 9820,Nassau Point Rd,Cutctiogue,N 11935' I 'Oceanside,NY 11572 ® Page 8' System 3 -Ac-1-2 - Adequate Exposure Diversity Test Fest For Adequate Exposure Diversity 40,000 I 30,000 L 7 m 20,000-- 0 28.8% Diff.from Avg. m a> 2 10,000- 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm ®Average Glass 1.3 x Average ® Hourly Glass Gain ® Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AFD Calculation Summa --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 28.8%. AED Excursion (amount by which peak exceeds 1.3 x average):0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential°&Light CommercialMVAC Loads -'Elite Software Development,Inc. D'Antonio'Corisultind En6ineers9820 Nassau Point Rd,Cutchogue,°N Y 11'935 'Oceanside,NY 11572. ®° Page 9- System 4 -Ac-2-1 -Adequate Exposure Diversity Test I i Test For Adequate Exposure Diversity e 60,000-- 50,000-- 40,000-- M 0,00050,00040,000m 30,000 (D m a� 20,000-- 34.2% Diff.from Avg. (487 Btuh Excursion) 10,000-- 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm ® Average Glass ® 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours ,AED'Calculation Summa, --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. -- System is on NE, SE, SW, NW rosette. Peak load exceeds 12-hour average load by 34.2%. AED Excursion (amount by which peak exceeds 1.3 x average):487 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC'Loads Elite'Software Development,,lnc.. D'Ant6ni6C66sultmg;Engineers o a 9820 N6s6au'R6int Rd;Cdtchogue,N Y 11936, Oceanside,NY 11572 = 1110 , Pa'a 16- System 1 -Ac-8-9-- Psychrometric Chart RC Room Condition OC Outdoor Condition LC Leaving Coil Condition ECC Entering Coil Condition' SD Supply Duct Gain DTF Draw Through Fan Sensible Gain RD Return Duct Gain MIX Mixed Air Point RML Return Mise Latent ML Supply Misc Latent RMS Return Misc Sensible MS Supply Misc Sensible HRV Heat Recovery Ventilator 105 grilb 21W 98 _taro- _.�,-' .r r.'= ` ' +n- ' _ - ' -�•`=` I . •" aq♦-1 r 5 to d.t'd r` I.. 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Elite"Software Develogitn DAntonio Consulting.Engineers . ^x9820 Nassau°Point-Rd"Cutclio ue•N Yr1'1935' "e `.,' Oceanside NY x1,1572' a. ®r.u;s t ,. _ .j" x`` y Pa'" '.11 e System-2 Ac-1'4 =_Psychrometric.Chart' = ' RC Room Condition OC Outdoor Condition LC Leaving Coil Condition ECC Entering Coil Condition SD Supply Duct Gain DTF Draw Through Fan Sensible Gain i RD Return Duct Gain MIX Mixed Air Point I' RML Return Misc Latent ML Supply Misc Latent f RMS Return Misc Sensible MS Supply Misc Sensible HRV Heat Recovery Ventilator 106 grub - I Jt'((.•• y 1 t y ! e }-, t�✓�Q•jt`�j_,�� s aC't i__ t'�' (yp 'k"-4£= '- "*ax-�,,//_`` �.'^"}� zs y•'}1_L_s,�'Y �--__°A1.�i`_ �./�� - STV • F4 84 6r_ _µ_'LEL __'_..~" s L_~_ x7.L_�_ --•A-3✓-�j''t j__�'___...1....L__ i'` 70 _t •t_•• - �� ` _tee_'^-f-_e_ "r __'S':-P'z R"_ __ _'S", -'t^" '�__ ^ s.`.>YL ti-s»-YF _i1_- t- `•s•:t__3 __t- ,atr>�_.,..�_u_ _-`p»�o-_�� _ ffJr' y ••t ..� x �• �3 ,�,a rECC"�__ _•x ; _ � ,-•,,, 3 ,�-" RC n/� `'!� 'fie�` •.+ �'�. _ g° +__� _.!_ .+.,4 F�._'�--_ t ..,n t � .. ..i_J.�..x s•__J»_.L'-_.@>A ..>�t.1_.•=_S3 _9.c - - `S - -_ .,"4;. y' R'.,�^ iy'-tt".._t_ 5•_....._l7_T 7_-'T:'k'-i Y_"SI ' t- �'» ,e - �'.r'�t"� >' l'�"tia e t t " , t t z 's, f '•t,a , T`z._rT :.LC« ..� f._y —�-" 'nt+} r"" _'��._6_'::.>-___''°---� h"i'—"^''�•._"°__� —""�'_"__a 4.w_.x--t�.n a•.i'4^ ti•5,�.�,.-a.` ..a..�L- � - h�.T_"'°�'_.` '`T� -es��'k:1.',�..,i-_SsY '-•sa_'..�T cam,^t_s.a"�"k., -w z,.,_-a.._ �,_a.s.._ -------- -xr- z f ,.zr;'.'_ _ ^'*' �_•?' F L A --°->,'b._e-~i v s -Gr ; n `h.a t�,.J x P t i 1 y -•.} � [ - t t i v�F ter _,F> '-'a.T-_s- •�,P•• •f->v-_TY_P'° x,-_-`4'-t_ - _e_' 28 -•i' !x ° 5 rte" x e A _ r �� mtr�"ns �t� 1 'e -T_> ` ....'i.r-`_ a€._,_._�. _.t��_•.,,•1>-'�. �4_t-_Y r--w-.- .,t-- ..p.__C.•>_ - _ -i-` = a_ p_M1� _ _ _ __a4 _r �ra_•� _ _-..,��.��_i.� __y,__�ia_'_rte,y5___ 4__f_y �T n'�_ ___4._ -r-e°`-~y .,$ ^�}f''��,-r } r 4» {'•q eT':"r' 14 `,Y� ,� r_ A`-y-"i'"'i:."-• "f>�y,^-a r- -L' 4�S- "� � 1 ': __z"c r"-^-a--=Se.4i �..a ��-..... ,� t t x t Y 4 • K. _ »�� _ ti� r�n•,-»r..:. _ .`i.-a a-.. 3-e g` ,. _a:« _ ,_t"'_ _s:.s,s___R+.� _.rite,__ �� »� , s - i`--:x `� � `a 'r r �^ srt~3u``t�� .�-} . r'e-�-,�r >.4 r ` .r •.1r r . e" "____ L _ ....+,a-r.".t�^ .'�. -' �^-."'�__ 2 G�_e�-x-ry,z- �"__�:e._i_=+ _}--,•Ht>,Pr r�++g-i-£�'•ry�.s}�.-.eas ' y�_t .3�4..r �,t_ �" •.L.r Y�-g.3„i s. __r-...s:^_ k�.ey-�'°rtr-`,'^" s.x�•.x lei�� ,.e:.i�_?_t''�_iv _ '-.`y t ~€ ^__�_�F co WA...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM 11Rhvac-Residential&LighMommercial HVAC Loads,, -Elite Software°Development,Inc. Q 'Antonio'Consulting Engineers ""` ,' - ` -9.820 Nassa(G;POInt'Rd,'CutcHogue;N�Y.11935 0ceanside„NY 11572 Paq a 12 System 3 -Ac-1-2 - Psychrometric Chart RC Room Condition OC Outdoor Condition LC Leaving Coil Condition ECC Entering Coil Condition SD Supply Duct Gain DTF Draw Through Fan Sensible Gain RD Return Duct Gain MIX Mixed Air Point RML Return Misc Latent ML Supply Misc Latent RMS Return Misc Sensible MS Supply Misc Sensible HRV Heat Recovery Ventilator 106 grub OC' 98 `_,__, _�.J__ �]__ Lam.,`a! /J��:�__L_•��q _L_J_ a'�.=_ ,-39 I V 1 ”1-- S __r- I i I#, 1141 --r; i—,--r- r--r- - r--r-- r-Tr-- X". _'!./-;__; __ ' '•", 1 ia_ 1 f 1 ~ri'�rl r t _ r ':['+i,'_yr-�-.¢• ;(, .��,q�q _ __ _i_ _ _Y,a'^_F__f' ^C�_f:'1__ _ _9', `l_'" - �'S__`, ECC- - - '- - - -�;-;- -- n 56 /11�� -.r I•y! - 1 J _ 1\„____r``✓ { , L t 7'T "r'-'t_ T Ti -` r-' `.1./�•a M1M1 ` �� i •'a � __ ,,. 1 _ ':1 _ 1 t=4' },�. 4-5u,� 1 I—'--r_ - _* __ _ ri__•iti 1-t.� �r'a"'.{_ �ry_4r_-� ,5"s {~ _r `_'Ti:_.'_ ` '� y,f"+ 42 ',S.' e _1' ,Jy `.. _r w'.._k.` a_;: __''5:;3+�.ar'�',�'4 f---_ ';t- - ' -'s_4','•.._ ' ',-- - --;-,v_ I-- ./•r t� J, i ., ^4 p�wt_ 1`.�5 •4- � _ - Y! �^t t^ � .�M, fZ^'.i.^ L J µ-t — 28 .aq:_J.,_ ,�-1__;_•.�i�s ' ' •1`� /' , d _!n__I__iry_L_._ «._y_^Iq� "/n 6' 1 1 ,rr v 1 `'r�;, �n_'^-�- - , - - ,3r' r-S ._r--1_. .:I..:.�.,-:r-i'a �,1 ^•i-_B--r �`i\t ' `� , .'- ,.-rte.- , r\ a� +'�1� lam- =•"-- - "--` -- -� - -,-•_1 14 It I LO _ "cis UL M IX) Cal eL 0 W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM 1Rhvac-Residential&Light Commercial HVAC.Loads '--Elite Software Development,Inc, D'Antonio Consulting Engineers, _ `��, °�' ;9820'Nassau"Point Rif,Cutchogud,N Y 11935 10ceansid6,NY 11572 Pae 13 System 4 -Ac-2-1,- Psychrometric Chart RC Room Condition OC Outdoor Condition LC Leaving Coil Condition ECC Entering Coil Condition SD Supply Duct Gain DTF Draw Through Fan Sensible Gain f RD Return Duct Gain MIX Mixed Air Point RML Return Misc Latent ML Supply Misc Latent RMS Return Misc Sensible MS Supply Misc Sensible HRV Heat Recovery Ventilator --- 106 gdlb W �-'•a_-'�_''r, � °i. �s�q -- 0C x", - ---- r -cr-�^,`cr -'r- - --r-• -Jti`�rr-- 84 27 51 - 'A-_I__T--1; __f__' __ ___ • ' OF * ! 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D'Antonio Consulting Engineers 9820 Nassau Point_Rd,Cutchogue,N Y 11935 d Oceanside,NY 11572 Page 15 Total Building Summary Loads i 'Component Area . Sen Lat " Sen Total j Description Quan, Loss Gain Gain -Gain r 413-1 m:Glazing-Double pane low-e(e=0.20 or less), 44.2 1,050 0 953 953 e=0.20 on surface 2, metal frame no break, u-value 0.33, SHGC 0.29 window: Glazing-window, u-value 0.33, SHGC 0.29 1219.3 28,972 0 30,208 30,208 window: Glazing-window, u-value 0.33, SHGC 0.2 32 760 0 620 620 window: Glazing-window, u-value 0.33, SHGC 0.69 182 433 0 847 847 TEMPERED GLASS: Door-TEMPERED GLASS 109 2,590 0 791 791 TEMPERED GLASS: Door-TEMPERED GLASS 17.5 365 0 112 112 11 J: Door-Metal-Fiberglass Core 61.2 2,646 0 277 277 WALL-EXT:Wall-Frame, Custom,2x6 5617.7 15,246 0 1,512 1,512 } INT-PARTITION:Wall-Frame, Custom, INTERIOR 59.8 4,306 0 1,202 1,202 PARTITION 12E-6sw:Wall-Frame, R-19 insulation in 2 x 6 stud 1.7 6 0 1 1 cavity, R-6 board insulation, siding finish,wood studs CONC.WALL:Wall-Basement, Custom, CONCRETE 248.3 10,441 0 0 0 WALL 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 2375.8 5,474 0 5,018 5,018 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-30 insulation 22C-5ph-t: Floor-Slab on grade, Horizontal board 200 18,230 0 0 0 insulation extends 4'under slab,tile covering, R-5 insulation, passive, heavy moist soil 19A-Ocp-t: Floor-Over enclosed crawl space, No 5249.8 41,888 0 6,400 6,400 insulation on exposed walls,sealed or vented space, _ passive, no floor insulation,carpet or hardwood Subtotals for structure: 132,407 0 47,941 47,941 People. 36 7,200 8,280 15,480 Equipment: 1,459 13,602 15,061 Lighting: 6945 23,682 23,682 Ductwork: 0 1,400 6,954 8,354 Infiltration.Winter CFM: 361,Summer CFM:326 44,002 10,583 5,163 15,746 Ventilation:Winter CFM: 380, Summer CFM:380 30,023 9,402 4,587 13,989 Exhaust:Winter CFM:670, Summer CFM: 670 AED Excursion: _ _ _ 0 0 2,630_ 2,630 Total Building Load Totals: 206,432 30,044 112,840 142,883 Check Figures Total Budding Supply CFM: 5,600 CFM Per Square ft.: " 0.701 " Square ft. of Room Area: 7,989 Square ft. Per Ton: 515 "* Volume(ft3): 27,781 * Based on area of rooms being heated or cooled (whichever governs system)rather than entire floor area. **Based on area of rooms being cooled. Building Loads Total Heating Required Including Ventilation Air: 206,432 Btuh 206.432 MBH Total Sensible Gain: 112,840 Btuh 79 % Total Latent Gain. 30,044 Btuh 21 % Total Cooling Required Including Ventilation Air: 142,883 Btuh 11.91 Tons(Based On Sensible+Latent) 13.49 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM D'Antonio Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue,N Y 1193; Oceanside,NY 11'572 Li ht Commercial HVAC Loads — – - Elite Software Develo mP t�lnls� II Building Pie Chart Ventilation 15% i Floor 29% Building Loss Infiltration 21% 206,432 Btuh k' Roof 3% t � Wall 15% t Door 3% i Glass 15% Floor 4% AED Excursion 2% Roof 4% Ventilation 10% Wall 2%� I Infiltration 11% Glass 23% Building Gain Ductwork 6% 142,883 Btuh Door 1% Lighting 17% People 11% Equipment 11% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac.Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Page 171 Building Bar Graph 80,000 i I 60,000 Building 40,000 Loss 206,432 Btuh 20,000 0 - -- - Floor 29% Wall 15% Door 3% Ventilation 15% Roof 3% Glass 15% Infiltration 21% 40,000 30,000 Building 20,000 Gain 142,883 Btuh 10,000 0 - - - Floor 4% Wall 2% Door 1% Equipment 11%a Ductwork 6% Ventilation 10% Roof 4% Glass 23% People 11% Lighting 17% Infiltration 11%AED Excursion 2% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. 'D'Antomo Consulting Engineers 9820 Nassau Point Rd,Cutchogue,NY 11935 Oceanside,NY 11572 Pae 18 System 1 Ac-8-9 Summary Loads ,Component Area Sen Lat Sen Total Descri tion Quan : Loss Gain Gain Gain 4B-1m:Glazing-Double pane low-e(e=0.20 or less), 44.2 1,050 0 953 953 e=0.20 on surface 2, metal frame no break, u-value 0.33, SHGC 0.29 window: Glazing-window, u-value 0.33, SHGC 0.29 103.1 2,449 0 2,730 2,730 TEMPERED GLASS: Door-TEMPERED GLASS 43.5 1,034 0 316 316 TEMPERED GLASS: Door-TEMPERED GLASS 17.5 365 0 112 112 11J: Door-Metal-Fiberglass Core 40.2 1,739 0 0 0 WALL-EXT:Wall-Frame, Custom,2x6 2016.8 5,475 0 329 329 INT-PARTITION:Wall-Frame, Custom, INTERIOR 598 4,306 0 1,202 1,202 PARTITION 12E-6sw:Wall-Frame, R-19 insulation in 2 x 6 stud 1.7 6 0 1 1 cavity, R-6 board insulation,siding finish,wood studs CONC.WALL:Wall-Basement, Custom, CONCRETE 248.3 10,441 0 0 0 WALL 22C-5ph-t: Floor-Slab on grade, Horizontal board 200 18,230 0 0 0 insulation extends 4'under slab,tile covering, R-5 insulation, passive, heavy moist soil Subtotals for structure: 45,095 0 5,643 5,643 People: 10 2,000 2,300 4,300 Equipment. 179 3,936 4,115 Lighting. 1697 5,787 5,787 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 107, Summer CFM:56 8,460 1,377 672 2,049 Ventilation:Winter CFM:90, Summer CFM:90 7,111 2,227 1,086 3,313 Exhaust:Winter CFM:90, Summer CFM: 90 AED Excursion: 0 0 1,096 1,096 System 1 Ac-B-1 Load Totals: 60,666 5,783 20,521 26,303 .Check Figures Supply CFM: 1,000 CFM Per Square ft.: 0.365 Square ft.of Room Area: 2,739 Square ft. Per Ton: 746 " Volume(W): 25,695 * Based on area of rooms being heated or cooled (whichever governs system)rather than entire floor area. '*Based on area of rooms being cooled. 'S'stem Loads,• `" ," - - � _.` " Total Heating Required Including Ventilation Air: 60,666 Btuh 60.666 MBH Total Sensible Gain: 20,521 Btuh 78 % Total Latent Gain: 5,783 Btuh 22 % Total Cooling Required Including Ventilation Air: 26,303 Btuh 2.19 Tons(Based On Sensible+Latent) 2.28 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: D'Antonio Consulting Engineers ® 9820 Nassau Point,Rd,Cutchogue,NY 11935 Oceanside;NY 11572 Pae 19 i System 2 Ac-1-1 Summary Loads Component Area _ Sen Lat Sen Total Description Quan Loss Gain, Gain Gain window: Glazing-window, u-value 0.33, SHGC 0.29 183.9 4,370 0 4,437 4,437 TEMPERED GLASS: Door-TEMPERED GLASS 65.5 1,556 0 475 475 11J: Door-Metal-Fiberglass Core 21 907 0 277 277 WALL-EXT:Wall-Frame, Custom,2x6 990.4 2,687 0 325 325 19A-Ocp-t: Floor-Over enclosed crawl space, No 1219.7 9,732 0 1,487 1,487 insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood Subtotals for structure: 19,252 0 7,001 7,001 People: 2 400 460 860 Equipment: 951 5,867 6,818 Lighting: 1219 4,157 4,157 Ductwork: 0 0 0 0 Infiltration:Winter CFM:294, Summer CFM:291 23,239 7,203 3,514 10,717 Ventilation:Winter CFM:80, Summer CFM: 80 6,321 1,979 966 2,945 Exhaust:Winter CFM:370, Summer CFM: 370 AED Excursion- 0 0 1,047 1,047 System 2 Ac-1-1 Load Totals: 48,812 10,533 23,011 33,545 Check'Fi ures . Supply CFM: 1,200 CFM Per Square ft.: 0.984 Square ft.of Room Area: 1,220 Square ft. Per Ton: 347 Volume(ft'): 11,790 ,S stem Loads Total Heating Required(Including Ventilation Air: 48,812 Btuh 48.812 tMBH Total Sensible Gain: 23,011 Btuh 69 % Total Latent Gain: 10,533 Btuh 31 % Total Cooling Required Including Ventilation Air: 33,545 Btuh 2.80 Tons(Based On Sensible+ Latent) 3.51 Tons(Based On 75%Sensible Capacity) -71 'Notes - " Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM 'Rhvac-Residential`&Light Commercial HVAC Loadsa Elite Software Development,Inc. D'Antonio Consulting Engineers. 9820 Nassau Point Rd,Cutchogue,N Y:11935 Oceanside,NY 11572 , ` ® = Page 20 {i S stem 3 Ac-7-2 Summary Loads J1 `Component " .. Area "'Sen Lat Sen -Total :Desch tion Quan "Loss ,,-,.'�- Gain�- Gain is s,Gain 3 window:Glazing-window, u-value 0.33,SHGC 0.29 459.8 10,924 0 11,481 11,481 window: Glazing-window, u-value 0.33,SHGC 0.2 32 760 0 620 620 WALL-EXT:Wall-Frame, Custom,2x6 912.6 2,476 0 300 300 1 19A-Ocp-t: Floor-Over enclosed crawl space, No 1654.2 13,199 0 2,017 2,017 insulation on exposed walls, sealed or vented space, passive, no floor insulation, carpet or hardwood Subtotals for structure: 27,359 0 14,418 14,418 i People: 20 4,000 4,600 8,600 Equipment: 239 1,357 1,596 Lighting: 1654 5,640 5,640 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 67,Summer CFM:35 5,264 857 418 1,275 C Ventilation:Winter CFM:80, Summer CFM. 80 6,321 1,979 966 2,945 Exhaust:Winter CFM: 80,Summer CFM:80 System 3 Ac-1-2 Load Totals: 38,944 7,075 27,399 34,474 Check,'Fi ur`es,.,.. ., w Supply CFM: 1,400 CFM Per Square ft.: 0.846 Square ft.of Room Area: 1,654 Square ft. Per Ton: 543 Volume(ft'): 15,991 System Loads,,.--,, Total Heating Required Including Ventilation Air: 38,944 Btuh 38.944 MBH Total Sensible Gain: 27,399 Btuh 79 % Total Latent Gain: 7,075 Btuh 21 % Total Cooling Required Including Ventilation Air: 34,474 Btuh 2.87 Tons(Based On Sensible+Latent) 3.04 Tons(Based On 75%Sensible Capacity) Notes' Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhbac•-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Page 21 System 4 Ac-2-1 Summary Loads Component, Area Sen Cat Sen Total Description Quan -- Loss Gain .Gain Gain I window:Glazing-window, u-value 0.33,SHGC 0.29 472.6 11,229 0 11,560 11,560 window: Glazing-window, u-value 0.33, SHGC 0.69 18.2 433 0 847 847 WALL-EXT:Wall-Frame, Custom,2x6 1697.9 4,608 0 558 558 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 2375.8 5,474 0 5,018 5,018 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-30 insulation 19A-Ocp-t: Floor-Over enclosed crawl space, No 2375.8 18,957 0 2,896 2,896 Insulation on exposed walls,sealed or vented space, passive, no floor insulation, carpet or hardwood Subtotals for structure: 40,701 0 20,879 20,879 People: 4 800 920 1,720 j Equipment: 90 2,442 2,532 Lighting: 2375 8,099 8,099 Ductwork: 0 1,400 6,954 8,354 Infiltration:Winter CFM:89, Summer CFM:46 7,039 1,146 559 1,705 Ventilation:Winter CFM: 130, Summer CFM: 130 10,271 3,216 1,569 4,786 Exhaust:Winter CFM: 130, Summer CFM: 130 AED Excursion: 0 0 487 487 System 4 Ac-2-1 Load Totals: 58,011 6,652 41,909 48,561 Check Figures _ Supply CFM: 2,000 CFM Per Square ft.: 0.842 Square ft.of Room Area: 2,376 Square ft.Per Ton: 510 Volume(ft'): 21,383 .S stem Loads I Total Heating Required Including Ventilation Air: 58,011 Btuh 58.011 MBH Total Sensible Gain: 41,909 Btuh 86 % Total Latent Gain: 6,652 Btuh 14 % Total Cooling Required Including Ventilation Air: 48,561 Btuh 4.05 Tons(Based On Sensible+Latent) 4.66 Tons(Based On 75%Sensible Capacity) Note's ` Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.l D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Page 22 System 1 Ac-B-9 Pie Chart Ventilation 12% Floor 30% Infiltration 14% System 1 Ac-B-1 Loss 606,666 Door 5% uh Glass 6% Wall 33% Wall 6% AED Excursion 4% Ventilation 13% Glass 14% System Door 2% Infiltration 8% 1 Ac-B-1 Gain 26,303 Btuh People 16% Lighting 22% Equipment 16% WA...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20, 2018, 2:51 PM Rhvac Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Page 23 System 2 Ac-1-1 Pie Chart Ventilation 13% Floor 20% System Wall 6% 2 Ac-1-1 Loss 48,812 Btuh Glass 9% Door 5% Infiltration 48% Wall Fl or 4% AED Excursion 3% Ventilation 9% Glass 13% Door 2% System People 3% 2 Ac-1-1 Gain 54 33, 5 B,54tuh Infiltration 32% Equipment 20% Lighting 12% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM D'Antonio Consulting Engineers — ® 9820 Nassau Point Rd,Cutchogue, N Y 11935 Rhvac-Residential 8 Li ht Commercial HVAC Loads Elite Software Develo ment,Inc. Oceanside,NY 11572 Page 24 System 3 Ac-1-2 Pie Chart Ventilation 16% Floor 34% System Infiltration 14% 3 Ac-1-2 Loss 38,944 Btuh Wall 6% Glass 30% i Wall�aj r 6% Ventilation 9% Infiltration 4% Lighting 16% System 3 Ac-1-2 Glass 35% Gain 34,474 Btuh Equipment 5% People 25% WA...\1726-9820 Nassau Pt Rd-manual J-03-20-18.fi9 Tuesday, March 20, 2018, 2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue, N Y 11935 Oceanside,NY 11572 Page 25, -System 4 Ac-2-1 Pie Chart i Ventilation 18% Floor 33% System Infiltration 12% 4 Ac-2-1 Loss 58,011 Btuh Roof 9% Glass 20% Wall 8% Floor 6% AED Excursion 1% Ventilation 10% Roof 10% Infiltration 4% Wall 1% System Ductwork 17% 4 Ac-2-1 Gain 48,561 Btu h Glass 26% Lighting 17% People 4% Equipment 5% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM FRhvac Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc.I ii D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue,N Y 11935 LOceanside,NY 11572 Page 26 System 1 Ac-B-1 Bar Graph 25,000 I 20,000 System 15,000 1 Ac-B-1 Loss 10,000 60,666 Btuh 5,000 0 - Floor 30% Glass 6% Infiltration 14% Wall 33% Door 5% Ventilation 12% 6,000 5,000 4,000 System 1 3,000 Ac-B-1 Gain 26,303 2,000 Btuh 1,000 0 I Wall 6% Door 2% Equipment 16% Infiltration 8% AED Excursion 4% Glass 14% People 16% Lighting 22% Ventilation 13% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20, 2018, 2:51 PM on ultinEngineers ■ 9820 Nassau Point Rd,Cutchogue,N 119 5 1! D'Antonio Oceanside,Rhvac-Residential&Light Commercial HVAC Loads Elite Software Develo ment,Inc. -_ s , - - -- —_.__. —age 2_7 System2 Ac-1-1 Bar Graph 25,000 20,000 15,000 System 2 Ac-1-1 Loss 10,000 48,812 Btuh 5,000 Floor 20% Glass 9% Infiltration 48% Wall 6% Door 5% Ventilation 13% 15,000 10,000 System 2 Ac-1-1 Gain 33,545 Btuh 5,000 0 'Ism __- Floor 4% Glass 13% People 3% Lighting 12% Ventilation 9% Wall 1% Door 2% Equipment 20% Infiltration 32% AED Excursion 3% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Pie 28 System 3 Ac-1-2 Bar Graph - _ - - - 15,000 I 10,000 System 3 Ac-1-2 Loss 38,944 5,000 Btuh 0 Floor 34% Glass 30% Ventilation 16% Wall 6% Infiltration 14% 15,000 10,000 I ' System 3 Ac-1-2 Gain 34,474 5,000 Btuh 0 Floor 6% Glass 35% Equipment 5% Infiltration 4% Wall 1% People 25% Lighting 16% Ventilation 9% WA...\1726-9820 Nassau Pt Rd-manual J -03-20-18.rh9 Tuesday, March 20, 2018, 2:51 PM Elite Development,Irm-11 Oceanside,Con 11572 Engineers Commercial HVAC Loads ■ 9820 Nassau Point Rd,,Cutcchogue, N Y 11935 — ---- Page 29 System 4 Ac-2-9 Bar Graph 20,000 15,000 System y 10,000 4 Ac-2-1 Loss 58,011 Btuh 5,000 0 L - - Floor 33% Wall 8% Infiltration 12% Roof 9% Glass 20% Ventilation 18% 15,000 10,000 System 4 Ac-2-1 Gain 48,561 Btuh 5.000 o — Floor 6% Wall 1% People 4% Lighting 17% Infiltration 4% AED Excursion 1% Roof 10% Glass 26% Equipment 5°% Ductwork 17°% Ventilation 10% WA...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20, 2018, 2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antorno Consulting Engineers 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Pa a 30 I Equipment Data - S stem I -Ac-B-1 Cooling System Type: Standard Air Conditioner Outdoor Model: 24ACC636A"030'` Indoor Model: FE4AN(B,F)003L+UI Tradename: CARRIER AIR CONDITIONING Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 9179201 Capacity: 33200 Efficiency: 16 SEER This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F,SOWB:71 F,WODB-OF, SIDB:72F, SIRH:50%,WIDB: 72F, Sen. gain. 20,521 Btuh, Lat.gain: 5,783 Btuh, Sen.loss:60,666 Btuh, Entering clg.coil DB:73.1 F, Entering clg.coil WB:61.3F, Entering htg. coil DB:65.5F, Clg.coil TD:20F, Htg.coil TD:20F, Req.clg.airflow:886 CFM, Req. htg.airflow:2440 CFM W.\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&'Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers, 9820 Nassau Point Rd,Cutchogue,N Y-11935 Oceanside,NY 11572 Page 31 Equipment Data - System 2 -Ac-1-1 Cooling System Type: Standard Air Conditioner Outdoor Model: 24ACC442A*030* Indoor Model: FE5ANB004L+UI Tradename: CARRIER Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 9509114 Capacity: 39000 Efficiency: 16 SEER This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB: 71F,WODB:OF, SIDB:72F,SIRH:50%,WIDB: 72F,Sen.gain: 23,011 Btuh, Lat.gain: 10,533 Btuh,Sen. loss:48,812 Btuh, Entering clg.coil DB:72.917, Entering clg. coil WB:61 F, Entering htg. coil DB:67.2F, Clg.coil TD:20F, Htg. coil TD:20F, Req.clg.airflow: 1005 CFM, Req. htg.airflow: 1936 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads "',_Elite Software Development,Inc. D'Antonio Consulting Engineeiis ,, _ 9820'Nassau Point Rd,Cutchogue,N�Y 11935 Oceanside,NY,11572 _ ® Page 32" IEquipment Data - System 3 -Ac-1-2 i Cooling System Type: Standard Air Conditioner Outdoor Model: 24ACC448A*030" Indoor Model: FE4AN(B,F)005L+UI Tradename: CARRIER Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 9824271 Capacity: 43500 Efficiency: 15.5 SEER This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB: 71F,WODB: OF, SIDB: 72F,SIRH:50%,WIDB:72F, Sen. gain: 27,399 Btuh, Lat. gain: 7,075 Btuh, Sen. loss: 38,944 Btuh, Entering clg.coil DB: 72.7F, Entering clg.coil WB:60.8F, Entering htg. coil DB:67.9F, CIg.coil TD:20F, Htg.coil TD:20F, Req.clg.airflow: 1204 CFM, Req. htg. airflow: 1486 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial-HVAC Loads Elite-Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue,N Y-11935 Oceanside,NY 11572 Pad a 33 Equipment Data - System 4 -Ac-2-1 Cooling System Type. Standard Air Conditioner Outdoor Model: 24ACC660A"030" Indoor Model: FE4ANB006L+UI Tradename: CARRIER AIR CONDITIONING Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 9180442 Capacity: 53000 Efficiency: 16 SEER This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB:71F,WODB: OF, SIDB:72F, SIRH:50%,WIDB: 72F, Sen. gain: 41,909 Btuh, Lat.gain:6,652 Btuh,Sen. loss:58,011 Btuh, Entering clg.coil DB:73.2F, Entering clg. coil WB:61 F, Entering htg.coil DB:67.3F, Clg.coil TD:20F, Htg.coil TD:20F, Req.clg.airflow: 1787 CFM, Req. htg.airflow:2175 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC LoadsElite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 ® Pa e'34 Manual S Performance Data - System 1 -Ac-B-1 Loads and Design Conditions Outdoor Dry Bulb: 0 Sensible Gain: 20.521 Outdoor Wet Bulb: 71 Latent Gain: 5.783 Indoor Dry Bulb: 72 Total Gain: 26.303 r Indoor RH. 50 Load SHR: 0.78 Supply Airflow: 0 Entering Dry Bulb: 0 ! Entering Wet Bulb: 0 ;,E ui ment Performance Data at System Desi n Conditions This system's equipment was selected in accordance with ACCA Manual S. Model Type:Standard Air Conditioner, Model:24ACC636A"030'+FE4AN(B,F)003L+UI, Nominal Capacity:33.200, Manufacturer: CARRIER AIR CONDITIONING Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 20.521 0% Latent Capacity: 0.000 5.783 0% Total Capacity: 0.000 26.303 0% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM I 'RhVac-Residential'&Light Commercial HVAC,Loads. Elite°Software Development,Inc:` D'Antonio Co6sulting,Engineers"; 9820'Nassau F'oint Rd,CutcFiogue,N°Y 11935 .Oceanside,NY 11572 Pacie 35- Manual S Performance Data - System 2 -Ac-1-1 _-Loads and Desi n Conditions ' I Outdoor Dry Bulb: 0 Sensible Gain: 23.011 Outdoor Wet Bulb: 71 Latent Gain: 10.533 Indoor Dry Bulb: 72 Total Gain: 33.545 Indoor RH: 50 Load SHR: 0.69 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 =E' uiO ment-Performance Data at System Design Conditions, This system's equipment was selected in accordance with ACCA Manual S. Model Type: Standard Air Conditioner, Model:24ACC442A*030*+FE5ANB004L+UI, Nominal Capacity: 39.000, Manufacturer. CARRIER AIR CONDITIONING Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 23.011 0% Latent Capacity: 0.000 10.533 0% Total Capacity: 0.000 33.545 0% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue,NY 11935 Oceanside,NY 11572 Page 36 Manual S Performance Data - System 3 -Ac-1-2 Loads and Design Condition's Outdoor Dry Bulb: 0 Sensible Gain: 27.399 Outdoor Wet Bulb: 71 Latent Gain: 7.075 Indoor Dry Bulb: 72 Total Gain: 34.474 Indoor RH: 50 Load SHR: 0.79 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Equipment Performance Data,at System Desi n`Conditions This system's equipment was selected in accordance with ACCA Manual S. Model Type:Standard Air Conditioner, Model.24ACC448A*030"+FE4AN(B,F)005L+UI, Nominal Capacity:43.500, Manufacturer:CARRIER AIR CONDITIONING Interpolation Results: Percent Load of Load Sensible Capacity. 0.000 27.399 0% Latent Capacity: 0.000 7.075 0% Total Capacity: 0.000 34.474 0% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM Rhvac-Residential&Light Commercial,HVAC LoadsElite Software Development,Inc. D'Antonio Consulting Engineers 4® 9820 Nassau Point Rd,Cutchogue,N Y J1935 Oceanside,NY 11572 Page 37 Manual S Performance Data - System 4 -Ac-2-1 j `Loads'and Design Conditions' Outdoor Dry Bulb: 0 Sensible Gain: 41.909 Outdoor Wet Bulb: 71 Latent Gain: 6.652 Indoor Dry Bulb: 72 Total Gain: 48.561 Indoor RH: 50 Load SHR: 0.86 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 aE ui ment Performance Data at System,Desin Conditions This system's equipment was selected in accordance with ACCA Manual S. fModel Type: Standard Air Conditioner, Model:24ACC660A`030"+FE4ANB006L+UI, Nominal Capacity:53.000, Manufacturer: CARRIER AIR CONDITIONING Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 41.909 0% Latent Capacity: 0.000 6.652 0% Total Capacity: 0.000 48.561 0% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers, go 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Pa e 38 System ' - Hour/y Room Net Gain System 1 Hourly Room Net Gain 25,000 ... .... ........................ 24,000 ... .... .............. ......... .............. j 23,000 22,000 ............. ........_........ 21,000 .... ... .. ................. ............................. 20,000 .... ............................ ........................ .................................... 19,000 .............. .................. ....................... ..................................... 18,000 ... ........................ .................................. . 17,000 ..... ...................... . ............ ......... ........................ ......... ...... 16,000 ............. ........................ ........................ .... .............. ........... 15,000 .... .................. .............. ........................ ................... .... ...... 14,000 .............. ....... ......... .... .............. .............. .............. .... ...... t , � 13,000 .... ... .... ......... ......... .... ......... .............. .... .... .... .... .... ...... c 12,000 ............. .... ......... .............. .............. .... ........................ . z 11,000 .... ........ ................... .............. .............................................. 10,000 .... ........ ......... ......... .... ......... .............................................. 9,000--... ............................ .... ........................ .... .... ..................... 8,000 .... ... ............... ... ...... ............ ............ . .... .............. ........ . 7,000----- ............................. ............................. .... ........................ . 6,000 .................. ........................ ................................................... 5,000 ........ ......... ........................ ................................................... 4,000 .... ... .............. ......... . ...... .................... .......... ............. ...... 3,000 ... ................................. ..................................................... 2,000 ... .............. ........................ ................................................. 1,000 ...................................... .............. 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day —� Room 1 (16%) �— Room 5(0%) --.� Room 6(00/6) —� Room 7(00/6) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads , Elite Software Development,'lnc. D'Anfonio.Consulting Engineers 519820 Nassau Poirit Rd,Cutchogue,N,Y�,11935 Oceanside,NY 11572, Page 39 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 33,000 ...... ..................... ........................ ......................................... 32,000 ........................ . . .... . ................. . 31.000 .............. ................................. ...... .. ........ ... ............... ...... r m c30,000 ........................................... ................................................... �o c7 m z 29,000----- ..................... .......... ........................................ . 28,000 ....... ....................................................................................... 27,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day �— Room 2(151/6) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac`-Residential&Light Commercial HVAC Loads - -Elite Software Development,Inc. D'Antomo'Consulting Engineers 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Pa e 40 System 3 - Hourly Room Net Gain System 3 Hourly Room Net Gain 35,000 ..... ........................... .............. .............................................. 34.000 ..... . . .............. . . .............. ............. ................... .............. 33000 ......... . . .................. .............. 32,000 .... .............. ........ ......... .... .... .......... ....... .... ......... .... ....... r m c31,000........... ......................... . .......... C7 v z 30,000 ........................ ............................ . 29,000 ......... ... .......... ........ ................... . 28.000 ...... . ....................... ......... ... ............................ .. 27,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day Room 3(381/6) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate. W:1...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antomo Consulting Engineers` 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572• - _ Pa a 4�1• System 4 - Hourly Room Net Gain System 4 Hourly Room Net Gain 45,000 ...... ........... ..... ......... . ......... .............. ........ .................... 44,000 ......... ......... ............. .............. i43,000 .... .... ......... . ..... ..... .............. .... .. .......... ............. ............. 42,000 .............. .................................... ............... .... ........... ....... . 41,000 ......... . ............. ............ . ... . ...... .............. ... ......... .... ....... r m c40,000 ......... ......... .................... c� zz 39.000 ................................ .............. 38,000 ................... .................. ............................. ... .... ................. 37,000 .... .... ......... ............. .... ......... .... ......... .... ... .... .... ......... .. 36,000 .... .............. .................. ........................................................ 35,000- Sam 5,0008am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day -0- Room 4(300%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM 'Rhvac-Residential&Light Commercial HVAC Loads$ Elite Software Development,Inc. D'Antonio Consulting Engineers. 9820 Nassau Point Rd,Cutchogue,N Y 11935 "Oceanside,NY 11572 Page 42 System 9, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area " Sen Lat 'Sen Total Description = Quan Loss -Gain - Gain Gain 46-1 m:Glazing-Double pane low-e(e=0.20 or less), 44.2 1,050 0 953 953 e=0.20 on surface 2, metal frame no break, u-value 0.33, SHGC 0.29 window: Glazing-window, u-value 0.33,SHGC 0.29 103.1 2,449 0 2,730 2,730 TEMPERED GLASS: Door-TEMPERED GLASS 43.5 1,034 0 316 316 TEMPERED GLASS: Door-TEMPERED GLASS 17.5 365 0 112 112 11J: Door-Metal-Fiberglass Core 40.2 1,739 0 0 0 WALL-EXT:Wall-Frame, Custom,2x6 2016.8 5,475 0 329 329 INT-PARTITION:Wall-Frame, Custom, INTERIOR 59.8 4,306 0 1,202 1,202 PARTITION 12E-6sw:Wall-Frame, R-19 insulation in 2 x 6 stud 1.7 6 0 1 1 cavity, R-6 board insulation, siding finish,wood studs CONC.WALL:Wall-Basement, Custom, CONCRETE 248.3 10,441 0 0 0 WALL 22C-5ph-t. Floor-Slab on grade, Horizontal board 200 18,230 0 0 0 insulation extends 4'under slab,tile covering, R-5 insulation, passive, heavy moist sod Subtotals for structure: 45,095 0 5,643 5,643 People: 10 2,000 2,300 4,300 Equipment: 179 3,936 4,115 Lighting. 1697 5,787 5,787 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 107, Summer CFM: 56 _ 8,460 1,377 672 _2,049 System 1,Zone 1 Load Totals: i 53,555 3,556 19,434 22,990 ;Check Fi urea Supply CFM: 1,000 CFM Per Square ft.: 0.365 Square ft. of Room Area: 2,739 Square ft. Per Ton: 863 ** Volume(ft'): 25,695 " Based on area of rooms being heated or cooled (whichever governs system)rather than entire floor area. **Based on area of rooms being cooled. Zone Loads Total Heating Required: 53,555 Btuh 53.555 MBH Total Sensible Gain: 19,434 Btuh 85 % Total Latent Gain: 3,556 Btuh 15 % Total Cooling Required: 22,990 Btuh 1.92 Tons(Based On Sensible+Latent) 1.97 Tons(Based On 75%Sensible Capacity) Notes - Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM f f - -Residential&Light Commercial HVAC Loads- Elite Software Development,Inc. nio Consulting Engineers9820 Nassau Point Rd,Cutchogue,N Y 11935 �:Rhvac Oceanside„NY 11572 - Pa a 43 s System 2, Zone 1 Summary Loads Average Load Procedure for Rooms f Component , - Area, Sen Lat Sen Total Description Quan Loss” Gain Gain Gain window: Glazing-window, u-value 0.33,SHGC 0.29 183.9 4,370 0 4,437 4,437 TEMPERED GLASS: Door-TEMPERED GLASS 65.5 1,556 0 475 475 11J: Door-Metal-Fiberglass Core 21 907 0 277 277 WALL-EXT:Wall-Frame, Custom,2x6 990.4 2,687 0 325 325 19A-Ocp-t: Floor-Over enclosed crawl space, No 1219.7 9,732 0 1,487 1,487 insulation on exposed walls,sealed or vented space, passive, no floor insulation, carpet or hardwood Subtotals for structure: 19,252 0 7,001 7,001 People: 2 400 460 860 Equipment: 951 5,867 6,818 Lighting. 1219 4,157 4,157 Ductwork: 0 0 0 0 Infiltration:Winter CFM.294, Summer CFM:291 __23,239 7,203 3,514 10,717 System 2, Zone 1 Load Totals: 42,491 8,554 22,046 30,600 Check Figure , - - Supply CFM: 1,200 CFM Per Square ft.: 0.984 Square ft.of Room Area: 1,220 Square ft. Per Ton: 377 Volume(ft3): 11,790 ,�Zone Loads Total Heating Required: 42,491 Btuh 42.491 MBH Total Sensible Gain: 22,046 Btuh 72 % Total Latent Gain: 8,554 Btuh 28 % Total Cooling Required: 30,600 Btuh 2.55 Tons(Based On Sensible+Latent) 3.24 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W.\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac--Residential&Light Commercial HVAC Loads i Elite Software Development,Inc. D'Antonio Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 ` Page 44' S stem 3, Zone 1 Summary Loads Average Load Procedure for Rooms Component Area`` Sen 'Lat Sen Total Descri tion Quan Loss Gain Gain Gain i window:Glazing-window, u-value 0.33, SHGC 0.29 459.8 10,924 0 11,481 11,481 window: Glazing-window, u-value 0.33, SHGC 0.2 32 760 0 620 620 WALL-EXT:Wall-Frame, Custom,2x6 912.6 2,476 0 300 300 19A-Ocp-t: Floor-Over enclosed crawl space, No 1654.2 13,199 0 2,017 2,017 I insulation on exposed walls,sealed or vented space, f _passive, no floor insulation,carpet or hardwood Subtotals for structure: 27,359 0 14,418 14,418 People: 20 4,000 4,600 8,600 } Equipment: 239 1,357 1,596 Lighting. 1654 5,640 5,640 Ductwork: 0 0 0 0 Infiltration:Winter CFM:67, Summer CFM: 35 5,264 857 418 1,275 System 3,Zone 1 Load Totals: 32,623 5,096 26,433 31,529 Check Figures Supply CFM: 1,400 CFM Per Square ft.: 0.846 Square ft. of Room Area: 1,654 Square ft. Per Ton: 601 Volume(ft3): 15,991 Zone Loads Total Heating Required: 32,623 Btuh 32.623 MBH Total Sensible Gain. 26,433 Btuh 84 % Total Latent Gain: 5,096 Btuh 16 % Total Cooling Required: 31,529 Btuh 2.63 Tons(Based On Sensible+Latent) 2.75 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM Rhvac-Residential$Light Commercial HVAC Loads Elite Software Development,Inc: U ntonio Contultmg Engineers ®" 9820 Nassau Point Rd,Cutchogue,N;Y 11935= Oceanside,NY,11572 • .Pa a°45' System 4, Zone 9 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description '''Quari' Loss Gam .Gain_ ' Gain window:Glazing-window, u-value 0.33, SHGC 0.29 472.6 11,229 0 11,560 11,560 window: Glazing-window, u-value 0.33, SHGC 0.69 18.2 433 0 847 847 i WALL-EXT:Wall-Frame, Custom,2x6 1697.9 4,608 0 558 558 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 2375.8 5,474 0 5,018 5,018 j Floor(also use for Knee Walls and Partition I Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-30 insulation 19A-Ocp-t: Floor-Over enclosed crawl space, No 2375.8 18,957 0 2,896 2,896 insulation on exposed walls,sealed or vented space, _passive, no floor insulation,carpet or hardwood Subtotals for structure: 40,701 0 20,879 20,879 People: 4 800 920 1,720 Equipment: 90 2,442 2,532 Lighting: 2375 8,099 8,099 Ductwork: 0 0 5,823 5,823 Infiltration:Winter CFM: 89, Summer CFM:46 _ _7,039_ _1,146 _ 559 1,705 System 4,Zone 1 Load Totals: 47,740 2,036 39,208 41,244 �Check`Fi ures . . . , .•, .� v - - .r - . Supply CFM. 2,000 CFM Per Square ft.: 0.842 Square ft.of Room Area: 2,376 Square ft. Per Ton: 656 Volume(ft'): 21,383 Zone"Loads Y , Total Heating Required: 47,740 Btuh 47.740 MBH Total Sensible Gain: 39,208 Btuh 95 % Total Latent Gain: 2,036 Btuh 5 % Total Cooling Required: 41,244 Btuh 3.44 Tons(Based On Sensible+ Latent) 3.62 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM IR-hvac-Residential 8 Light Commercial HVAC LoadsDevelopment,Inc. 'Antonio Consulting Engineers ■ 9820 Nassau Point Rd,Cutchogue,N Y 11935 ceanside,NY 11572Page 46 System 1, - Zone 1 Pie Chart Infiltration 16% Floor 34% Door 6% System 1, Zone 1 Glass 7% Loss 53,555 Btuh Wall 38% Wall 7% AED Excursion 5% Infiltration 9% Glass 16% System 1, Zone Door 2% 1 Lighting 25% Gain 22,990 Btuh People 19% Equipment 18% WA...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20, 2018, 2:51 PM ._ - - 9 Engineers --.---- - - --- -- - Nass -. — -c o9 e, -Page 35 Rhvac-Residential 8 LightCommercial HVAC Loads Elite software Develo ment Inc. D'Antonw Consultin En ineers 9820 Nassau Point Rd,Cutch ue,N Y 11935 Oceanside,NY 1157247 System 2, Zone 9 Pie Chart Floor 23% j System 2, Zone 1 Wall 6% Loss Infiltration 55% 42,491 Btu h Glass 10% Door 6% Floor 5% AED Excursion 3% Wall 1% Glass 15% System Door 2% Infiltration 35% 2, Zone People 3% Gain 30,600 Btuh Equipment 22% Lighting 14% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite SoftwareDevelopment,Inc.' D'Antonio Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue, N Y 11935 Oceanside,NY 11572 Page 48 System 3, Zone 1 Pie Chart Infiltration 16% Floor 40% System 3, Zone 1 Loss 32,623 Btuh Glass 36% Wall 8% Floor 6% Infiltration 4% Wall 1% Lighting 18% System 3, Zone Equipment 5% Gain Glass 38% 31,529 Btuh People 27% I W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20, 2018, 2:51 PM Oceansio n 11i 9 gine Commercial HVAC Loads — ® - Elite Software chogue,N Y 1 45 DAntonio Consulting Engineers 9820 Nassau Point Rd,Cutcho ue,N Y 11935 System 4, Zone 1 Pie Chart Infiltration 15% Floor 40% System 4, Zone 1 Loss - Glass 24% 47,740 Btuh Roof 11% Wall 10% AED Vxcursion 1% Floor 7% Infiltration 4% Roof 12% Ductwork 14% Wall 1% System 4, Zone 1 Gain 41,244 Btuh Lighting 20% Glass 30% Equipment 6% People 4% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,lnc.I D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Page 50 *Stem 9, Zone 9 Bar Graph 25,000 20,000 System 15,000 1, Zone 1 Loss 10,000 53,555 Btuh 5,000 I Floor 34% Glass 7% Infiltration 16% Wall 38% Door 6% 6,000 5,000 4,000 System 1, Zone 3,000 1 Gain 22,990 2,000 Btuh 1,000 j I 0 Wall 7% Door 2% Equipment 18% Infiltration 9% Glass 16% People 19% Lighting 25% AED Excursion 5% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac Residential 8 Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue, N Y 11935 Oceanside,NY 11572 Page 51 System 2, Zone 1 Bar Graph 25,000 20,000 i i System 15,000 2, Zone 1 Loss 10,000 42,491 f Btuh 5,000 0 - - - - Floor 23% Glass 10% Infiltration 55% Wall 6% Door 6% 15,000 10.000 i System 2, Zone 1 I Gain 30,600 5,000 Btuh 0 Floor 5% Glass 15% People 3% Lighting 14% AED Excursion 3% Wall 1% Door 2% Equipment 22% Infiltration 35% it W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Page 52 System 3, Zone 9 Bar Graph - 15,000 i I 10,000 System 3, Zone 1 Loss 32,623 Btuh 5,000 Floor 40% Wall 8% Glass 36% Infiltration 16% 15,000 I 10,000 System - 3, Zone 1 Gain 31,529 5,000 i Btuh i Floor 6% Glass 38% Equipment 5% Infiltration 4% Wall 1% People 27% Lighting 18% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20 2018 2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,lnc D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Page 53 System 4, Zone 1 Bar Graph 20,000 15,000 System 4, Zone 10,000 1 Loss 47,740 Btuh 5,000 Floor 40% Wall 10% Infiltration 15% Roof 11% Glass 24% 15,000 10,000 System 4, Zone 1 ' Gain 41,244 5,000 Btuh Floor 7% Wall 1% People 4% Lighting 20% Infiltration 4% Roof 12% Glass 30% Equipment 6% Ductwork 14% AED Excursion 1% W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20, 2018, 2:51 PM Rhvac=Residential,"8�Light Commercial HVAC'Loads'- „v` =_ - Elite'SoftwaremDevelopment,,Jnc: D'Anionio;Consul[ing Engineers 9820,NassauaP,oint Rd,Cutchogue,;N:Y;11935 yst.' Ocean ide IV .11'5 H ®4> ..:.; s .Y 72 �Pa e 54„ Detailed Room Loads -'Room-4 - Room 1 (Average'Load Procedure)- F`G&ndeal. _ Ufa, - Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 1,700.1 sq.ft. Supply Air: 1,000 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.9 AC/hr f Volume: 15,301 cuff Req.Vent. Clg: 0 CFM ` Number of Registers- 8 Actual Winter Vent.: 47 CFM Runout Air: 0 CFM Percent of Supply.: 5 % Actual Summer Vent.: 90 CFM Percent of Supply: 9 % Actual Winter Infil.: 53 CFM Actual Summer Infil.: 56 CFM Item' `' ,` . ., :.' " Area` .,"; -U=. ``` Htg" rSenrr., ;r,, `Giga_ , ar., =Lat, ` ° 'Sen ' „3 �""NscripQuantit ' alue;",r;,,;,` �HTM ° "Boss°x ,HTM `' Gain �� Gain NW-Wall-WALL-EXT 18.4 X 10 162.7 0.038 2.7 442 0.3 0 53 NE-Wall-INT-PARTITION 6 X 10 59.8 1.000 72.0 4,306 20.1 0 1,202 SE-Wall-WALL-EXT 27.9 X 10 262.5 0.038 2.7 712 0.3 0 86 SW-Wall-WALL-EXT 53.6 X 10 406 0.038 2.7 1,102 0.3 0 133 NW-Wall-WALL-EXT 15.2 X 10 129.9 0.038 27 353 0.3 0 43 S-Wall-12E-6sw 0.2 X 10 1.7 0.049 3.5 6 0.4 0 1 SW-Wall-WALL-EXT 5.9 X 10 41.7 0.038 2.7 113 0.3 0 14 SW-Door-TEMPERED GLASS 6 X 43.5 0.330 23.8 1,034 7.3 0 316 7.2 SW-Door-TEMPERED GLASS 2.5 17.5 0.290 20.9 365 6.4 0 112 X7 NW-GIs-413-1 m shgc-0.29 0%S 10.2 0.330 23.8 243 21.6 0 221 NW-GIs-413-1 m shgc-0.29 0%S 11.3 0.330 23.8 269 21.6 0 244 SE-GIs-window shgc-0.29 0%S 16 0.330 23.8 380 26.5 0 424 SE-GIs-window shgc-0.29 0%S 0.7 0.330 23.8 18 26.9 0 20 SW-GIs-window shgc-0.29 0%S 14 0.330 23.8 333 26.5 0 371 SW-GIs-window shgc-0.29 0%S 37 0.330 23.8 879 26.5 0 980 SW-GIs-window shgc-0.29 0%S 12.3 0.330 23.8 293 26.5 0 326 SW-GIs-window shgc-0.29 0%S 23 0.330 23.8 546 26.5 0 609 NW-GIs-4B-1m shgc-0.29 0%S 11.3 0.330 23.8 269 21.6 0 244 NW-GIs-4B-1m shgc-0.29 0%S 11.3 0.330 23.8 269 21.6 0 244 Floor-22C-5ph_127 ft..Per. 127 1.266 91.2 11,576 0.0 0 0 Subtotals for Structure: 23,508 0 5,643 Infil.:Win.:52.9, Sum.: 55.7 1,272 3.285 4,180 0.528 1,377 672 Ductwork: 0 0 AED Excursion: 1,096 People.200 lat/per,230 sen/per: 10 2,000 2,300 Equipment: 179 3,936 Lighting: 1,697 5,787 Room Totals: 27,688 3,556 19,434 Contiriuous 'C_ontinuous A ut ut;h;, ,=:Out ut• Aveea e,„:;��. � ;P e�cent` Seisiblep � 9,nsile Latent In=User' "�.'�.Used=.� L oad�-s. rBtuh u;. Out ut;= ` er Hour,", _ Btiih Coffee maker-brewer 1331 717 100 25 333 179 Color television 683 0 100 100 683 0 Color television 683 0 100 100 683 0 Color television 683 0 100 100 683 0 Vented clothes dryer-10 1707 0 50 50 427 0 percent to space W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inca D Antonio Consulting Engineers 9820 Nassau;Point Rd,Cutchogue,N Y 11935' Oceanside,NY 11572 Page 55 Detailed Room Loads - Room 4 - Room 1 (Average Load Procedure) (cont'd " _'Continuous Continuous Output Output Average= Percent Sensible Latent; *%".,,. y Sensible Latent In-Use' Used„ Load Load 'Item,Name Btuh_ Btuh Out'ut, er Hour "' B; ' Btuh Clothes washing machine- 205 0 50 50 51 0 10 percent to space Computer and monitor 1536 0 35 100 538 0 Computer and monitor 1536 0 35 100 538 0 Total 3936 179 W.\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvae-Residential&Light Commercial HVAC-Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue,N Y 11935 I Oceanside,NY 11572 ®� Page 56 Detailed Room Loads - Room5 - Room 5 j 'General { Calculation Mode: Htg.only Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 402.9 sq.ft. Supply Air: 433 CFM* Ceiling Height: 10.0 ft. Supply Air Changes: 0.0 AC/hr* Volume: 4,029 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 0 Actual Winter Vent.: 16 CFM Runout Air: 0 CFM* Percent of Supply.: 4 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 22 CFM Actual Summer Infil.: 0 CFM *Runout Air, Supply Air and Supply Air Changes values shown are for heating only. Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value _ HTM Loss - ' HTM Gain Gain NW-Wall-WALL-EXT 20.3 X 10 163.1 0.038 2.7 443 0.0 0 0 NE-Wall-WALL-EXT 19.9 X 10 198.5 0.038 2.7 539 0.0 0 0 SE-Wall-WALL-EXT 12 X 10 119.9 0.038 2.7 325 0.0 0 0 NW-Door-11J 5.8 X 7 40.2 0.600 43.2 1,739 0.0 0 0 Floor-22C-5ph 52 ft..Per. 52 1.266 91.2 4,740 0.0 0 0 Subtotals for Structure: 7,786 0 0 Infil.:Win.:21.7,Sum.:0.0 522 3.285 1,714 0.000 0 0 Ductwork: 0 0 Room Totals: 9,500 0 0 W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM Rhvac-Residential&Light Commercial-HVAC LoadsElite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 ®_ Page 57 Detailed Room Loads - Room 6 - Room 6 j ;General ! Calculation Mode: Htg. only Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 206.1 sq.ft. Supply Air: 144 CFM* Ceiling Height: 10.0 ft. Supply Air Changes: 0.0 AC/hr* l Volume: 2,061 cu.ft. Req.Vent. Clg. 0 CFM Number of Registers: 0 Actual Winter Vent.: 5 CFM i Runout Air: 0 CFM* Percent of Supply.: 4 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 9 CFM Actual Summer Infil.: 0 CFM * Runout Air, Supply Air and Supply Air Changes values shown are for heating only. Item Area -U- Htg ` - Sen `, Clg Lat 'Sen 'Description _Quantity- Value HTM Loss HTM Gain, Gain NE-Wall-WALL-EXT 20.8 X 10 208.2 0.038 2.7 565 0.0 0 0 Floor-22C-5ph 21 ft,.Per. 21 _ 1.266 91.2 1,914 0.0 _0 0 Subtotals for Structure: 2,479 0 0 Infil.:Win.: 8.7,Sum.:0.0 208 3.285 684 0.000 0 0 Ductwork: 0 0 Room Totals: T 3,163 0 0 W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue,NY 11935 Oceanside,NY 11572 "• , Page 58 Detailed Room Loads - Room 7 - Room 7 General Calculation Mode: Htg.only Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 430.5 sq.ft. Supply Air: 602 CFM" Ceiling Height: 10.0 ft. Supply Air Changes: 0.0 AC/hr* Volume: 4,305 cu.ft. Req.Vent. Clg. 0 CFM Number of Registers: 0 Actual Winter Vent.: 22 CFM Runout Air: 0 CFM* Percent of Supply.: 4 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 24 CFM Actual Summer Infil.: 0 CFM * Runout Air, Supply Air and Supply Air Changes values shown are for heating only. Item Area, -U- Htg Sen Clg Lat' Sen Description 'Quantity ,Value HTM Loss HTM •, Gain Gain NW-Wall-WALL-EXT 9.2 X 10 92.5 0.038 2.7 251 0.0 0 0 NE-Wall-WALL-EXT 17.4 X 10 174.2 0.038 2.7 473 0.0 0 0 SE-Wall-CONC.WALL 24.8 X 10 248.3 0.027 42.0 10,441 0.0 0 0 SW-Wall-WALL-EXT 4.7 X 10 47 0.038 2.7 128 0.0 0 0 NW-Wall-WALL-EXT 1.1 X 10 10.8 0.038 2.7 29 0.0 0 0 Subtotals for Structure: 11,322 0 0 Infil.,Win.:23.8, Sum.:0.0 573 3.286 1,882 0.000 0 0 Ductwork: 0 0 Room Totals: 13,204 0 0 W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM :Rhvac'-Residential&Light Commercial,HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue,N Y 11935 .Oceanside,NY 11572 ® Pae 59 Detailed Room Loads - Room 2 - Room 2 (Average, Load Procedure General, Calculation Mode: Htg. &clg. I Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 1,219.7 sq.ft. Supply Air: 1,200 CFM Ceiling Height: 9.7 ft. Supply Air Changes: 6.1 AC/hr Volume: 11,790 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 10 Actual Winter Vent.: 80 CFM Runout Air: 0 CFM Percent of Supply.: 7 % Actual Summer Vent.: 80 CFM 1 Percent of Supply: 7 % Actual Winter Infil.: 294 CFM I Actual Summer Infil.: 291 CFM .:Item:';., �� ,�-Area, � '° �-U � `=� Htg Sen" ;, . CIg, ,RLat'. Sen Descrition QuantityValue' HTM Loss _ HTM Gain. Gain NW-Wall-WALL-EXT 15.2 X 10 130.4 0.038 2.7 354 0.3 0 43 SW-Wall-WALL-EXT 6 X 10 33.6 0.038 2.7 91 0.3 0 11 I NW-Wall-WALL-EXT 18.2 X 10 134.2 0.038 2.7 364 0.3 0 44 NE-Wall-WALL-EXT 6 X 10 60 0.038 2.7 163 0.3 0 20 NW-Wall-WALL-EXT 20.8 X 10 187.3 0.038 2.7 508 0.3 0 61 NE-Wall-WALL-EXT 10.9 X 10 109.2 0.038 2.7 296 0.3 0 36 NW-Wall-WALL-EXT 3.8 X 10 38.3 0.038 2.7 104 0.3 0 13 NE-Wall-WALL-EXT 6.3 X 10 42.3 0.038 2.7 115 0.3 0 14 SE-Wall-WALL-EXT 3.8 X 10 25.5 0.038 2.7 69 0.3 0 8 NE-Wall-WALL-EXT 2.8 X 10 28.3 0.038 2.7 77 0.3 0 9 SE-Wall-WALL-EXT 12.2 X 10 104.3 0.038 2.7 283 0.3 0 34 SW-Wall-WALL-EXT 20.1 X 10 97 0.038 2.7 263 0.3 0 32 SW-Door-TEMPERED GLASS 2.5 17.5 0.330 23.8 416 7.3 0 127 X7 NE-Door-11J 3 X 7 21 0.600 43.2 907 13.2 0 277 i SW-Door-TEMPERED GLASS 6 X 48 0.330 23.8 1,140 7.3 0 348 8 ` NW-GIs-window shgc-0.29 0%S 21.3 0 330 23.8 507 216 0 461 I SW-GIs-window shgc-0.29 0%S 8.9 0.330 23.8 211 26.5 0 235 NW-GIs-window shgc-0.29 0%S 16.4 0.330 23.8 390 21.6 0 355 NW-GIs-window shgc-0.29 0%S 11.3 0.330 23.8 269 21.6 0 244 NW-GIs-window shgc-0.29 0%S 19.8 0.330 23.8 471 21.6 0 428 NW-GIs-window shgc-0.29 0%S 12.6 0.330 23.8 298 21.6 0 271 NW-GIs-window shgc-0.29 0%S 7.6 0.330 23.8 181 21.6 0 165 SE-GIs-window shgc-0.29 0%S 12 0.330 23.8 285 26.5 0 318 SE-GIs-window shgc-0.29 0%S 18.2 0.330 23.8 433 26.5 0 483 SW-Gls-window shge-0.29 0%S 42 0.330 23.8 998 26.5 0 1,113 SW-GIs-window shgc-0.29 0%S 13.8 0.330 23.8 327 26.5 0 364 Floor-19A-Ocp 1 X 1219 7 1219.7 0.295 8.0 9,732 1.2 0 1,487 Subtotals'for Structure: 19,252 0 7,001 Infil.:Win.:294.1,Sum.:291.1 1,261 18.432 23,239 2.787 7,203 3,514 Ductwork: 0 0 AED Excursion: 1,047 People.200 lat/per,230 sen/per: 2 400 460 Equipment: 951 5,867 Lighting: 1,219 _ 4,157 Room Totals: 42,491 8,554 22,046 [Equipment Cooling,Loads`" Continuous � , _ :ry Output Oufput. =Average' Percent'_ Sensible :Latent Sensible ' Latent In-Use' Used Load''' �. 'Load Item Name' Btuh Btuh Out ut= er Hour Btuh,. Btuh W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM Rhyac-Residential&.Light Commercial HVAC Loads y; JE Elite Software Development,Inc: D_A,ntonio Consulting Engineersu - '9820 Nassau Point Rd,Cutchogue;,N Y 11935 Oceanside,NY 11572 Page 60 Detailed Room Loads - Room.2 - Room 2 Average,Load Procedure con-t'd "Conti nu'ous- " Continuous` - }.L. f Output""- Output Average= Percent—, Sensible 'Latent x Sensible,'_ Latent -In-Use:` `Used Load- j ,Load' Item„Name 'Btuh Btuh Output per Hour, 'Btuh” Btuh Coffee maker-brewer 1331 717 100 25 333 179 Toaster 3532 392 100 10 353 39 Dishwasher 4096 1433 100 25 1024 358 Microwave 4949 1732 75 25 928 325 Refrigerator or freezer-12 700 -0 100 100 700 0 cubic feet Ceiling fan 250 0 100 100 250 0 Plant-medium 0 20 100 1,00 0 20 Computer and monitor 1536 0 35 100 538 0 Stereo 375 0 100 100 375 0 Color television 683 0 100 100 683 0 Color television 683 0 100 100 683 0 Cooking range with hood- 0 0 100 100 0 0 four burners on high heat Plant-large 0 30 100 100 0 30 Total 5867 951 W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,`Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue,N Y 11935 'Oceansid' ,NY 11572 ® x Pa a 61 Detailed Room Loads - Room 3- Room 3 (Average Load Procedure) 'General" Calculation Mode: Htg. &clg. Occurrences: 1 ( Room Length: n/a System Number: 3 Room Width: n/a Zone Number: 1 Area: 1,654.2 sq.ft. Supply Air: 1,400 CFM Ceiling Height: 9.7 ft. Supply Air Changes: 5.3 AC/hr Volume: 15,991 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 12 Actual Winter Vent.: 80 CFM Runout Air: 0 CFM Percent of Supply.: 6 % Actual Summer Vent.: 80 CFM Percent of Supply: 6 % Actual Winter Infil.: 67 CFM [ Actual Summer Infil.: 35 CFM J�it'em,A. �' '�,Ar6&,° w -U- Htg . _ Sen- Clg L`at Sen. 'Descri 'tion � °� QuantitValue HTM Loss �� HTM Gain'' Gain 1 NE-Wall-WALL-EXT 20.8 X 10 119.4 0.038 2.7 324 0.3 0 39 [ NW-Wall-WALL-EXT 9.4 X 10 75.6 0.038 2.7 205 0.3 0 25 NE-Wall-WALL-EXT 17.5 X 10 138.2 0.038 2.7 375 0.3 0 45 SE-Wall-WALL-EXT 24.7 X 10 192.4 0.038 2.7 522 0.3 0 63 SW-Wall-WALL-EXT 4.9 X 10 33.1 0.038 2.7 90 0.3 0 11 SE-Wall-WALL-EXT 12.1 X 10 84.4 0.038 2.7 229 0.3 0 28 NE-Wall-WALL-EXT 1.5 X 10 14.7 0.038 2.7 40 0.3 0 5 SE-Wall-WALL-EXT 6.8 X 10 67.5 0.038 2.7 183 0.3 0 22 SW-Wall-WALL-EXT 1.5 X 10 15.1 0.038 2.7 41 0.3 0 5 SE-Wall-WALL-EXT 8.2 X 10 45.3 0.038 2.7 123 0.3 0 15 SW-Wall-WALL-EXT 33.2 X 10 126.9 0.038 2.7 344 0.3 0 42 NE-GIs-window shgc-0.29 0%S 44 0.330 23.8 1,045 21.6 0 951 NE-GIs-window shgc-0.29 0%S 26.6 0.330 238 633 21.6 0 576 ( NE-GIs-window shgc-0.29 0%S 18.2 0.330 23.8 433 21.6 0 394 [ NW-GIs-window shgc-0.29 0%S 18.2 0.330 23.8 433 21.6 0 394 NE-GIs-window shgc-0.29 0%S 18.2 0.330 23.8 433 21.6 0 394 NE-GIs-window shgc-0.29 0%S 18.2 0.330 23.8 433 21.6 0 394 [ SE-GIs-window shgc-0.29 0%S 27.1 0.330 23.8 643 26.5 0 717 [ SE-GIs-window shgc-0.29 0%S 27.1 0.330 23.8 643 26.5 0 717 SW-GIs-window shgc-0.29 0%S 16.4 0.330 23.8 390 26.5 0 435 SE-GIs-window shgc-0.29 0%S 36.4 0.330 23.8 866 26.5 0 965 SE-GIs-window shgc-0.29 0%S 36.4 0.330 23.8 866 26.5 0 965 SW-GIs-window shgc-0.29 0%S 146.6 0.330 23.8 3,483 26.5 0 3,884 SW-GIs-window shgc-0.29 0%S 26.2 0.330 23.8 623 26.5 0 695 SW-GIs-window shgc-0.2 0%S 32 0.330 23.8 760 19.4 0 620 Floor-19A-Ocp 1 X 1654.2 1654.2 0.295 8.0 13,199 1.2 0 2,017 Subtotals for Structure: 27,359 0 14,418 Infil.:Win.:66 6,Sum.:34.6 1,404 3.748 5,264 0.298 857 418 Ductwork: 0 0 People:200 lat/per,230 sen/per: 20 4,000 4,600 Equipment: 239 1,357 Lighting: 1,654 5,640 Room Totals: 32,623 5,096 26,433 1,Equi6ment",Cooling,Loads - Continuous Continuous " Output . Outp;ut Average Percent _ Sensible Latent Sensible Latent ; ; In-Use. Used Load.' Load' -'Item'Name ' ''Btuh Btuh ; {'' Out ut per Hour Btuh, Btuh Laser printer 512 0 100 100 512 0 Laser printer 512 0 100 100 512 0 Coffee maker-brewer 1331 717 100 25 333 179 Plant-large 0 30 100 100 0 30 W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM i hvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. j �D'Antonio Consulting Engineers ® 9820.Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 - Page 62 j Detailed Room Loads - Room 3 - Room 3 (Average Load Procedure cont`d Continuous , Continuous q w ,• Output', Output Average_. Percent Sensible, Latent Sensible Latent In-Use Used Load Load Item'NameBtuh Btuh Output per Hour Btuh Btuh Plant-large 0 30 100 100 0 30 Total 1357 239 W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio`Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Page 63 Detailed Room Loads - Room 1 - Room 4 (Average Load Procedure General- Calculation Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 4 Room Width: n/a Zone Number: 1 Area: 2,375.8 sq.ft. Supply Air. 2,000 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.6 AC/hr Volume: 21,383 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 16 Actual Winter Vent.: 130 CFM Runout Air: 0 CFM Percent of Supply.: 7 % Actual Summer Vent.: 130 CFM Percent of Supply: 7 % Actual Winter Infil." 89 CFM Actual Summer Infil.: 46 CFM Item Area U Htg Sen Clg Lat Sen Descri Pion' Quanti Value HTM Loss eHTM Gain Gain NW-Wall-WALL-EXT 15.2 X 10 136.3 0.038 2.7 370 0.3 0 45 SW-Wall-WALL-EXT 6 X 10 46.2 0.038 2.7 126 0.3 0 15 NW-Wall-WALL-EXT 18.3 X 10 160.3 0.038 2.7 435 0.3 0 53 NE-Wall-WALL-EXT 6 X 10 59.9 0.038 2.7 163 0.3 0 20 NW-Wall-WALL-EXT 20.8 X 10 171.8 0.038 2.7 466 0.3 0 56 NE-Wall-WALL-EXT 20.3 X 10 170 0.038 2.7 461 0.3 0 56 SE-Wall-WALL-EXT 12.1 X 10 102.6 0.038 2.7 278 0.3 0 34 NE-Wall-WALL-EXT 28.9 X 10 181.2 0.038 2.7 492 0.3 0 59 SE-Wall-WALL-EXT 37.6 X 10 325.6 0.038 2.7 884 0.3 0 107 SW-Wall-WALL-EXT 11.6 X 10 66.1 0.038 2.7 179 0.3 0 22 SE-Wall-WALL-EXT 4.5 X 10 30.2 0.038 2.7 82 0.3 0 10 SW-Wall-WALL-EXT 37.6 X 10 247.7 0.038 2.7 672 0.3 0 81 NW-GIs-window shgc-0 29 0%S 15.4 0.330 23.8 366 21.6 0 333 SW-GIs-window shgc-0.29 0%S 13.4 0.330 23.8 317 26.5 0 354 NW-GIs-window shgc-0.29 0%S 15.4 0.330 23.8 366 21.6 0 333 NW-GIs-window shgc-0.29 0%S 7.6 0.330 23.8 181 21.6 0 165 NW-GIs-window shgc-0.29 0%S 18.2 0.330 23.8 433 21.6 0 394 NW-GIs-window shgc-0.69 0%S 18.2 0.330 23.8 433 46.5 0 847 NE-GIs-window shgc-0.29 0%S 16.4 0.330 23.8 390 21.6 0 355 NE-GIs-window shgc-0.29 0%S 16.4 0.330 23.8 390 21.6 0 355 t SE-GIs-window shgc-0.29 0%S 18.2 0 330 23.8 433 26.5 0 483 NE-GIs-window shgc-0.29 0%S 25.7 0.330 23.8 610 21.6 0 556 NE-GIs-window shgc-0.29 0%S 82.3 0.330 23.8 1,956 21.6 0 1,781 SE-GIs-window shgc-0.29 0%S 12.3 0.330 23.8 293 26.5 0 326 SE-GIs-window shgc-0.29 0%S 12.3 0.330 238 293 26.5 0 326 SE-GIs-window shgc-0.29 0%S 25.7 0.330 23.8 610 26.5 0 681 SW-Gls-window shgo-0.29 0%S 21 0.330 23.8 499 26.5 0 556 SW-GIs-window shgc-0.29 0%S 28.8 0.330 23.8 685 26.5 0 763 SE-GIs-window shgc-0.29 0%S 14.8 0.330 23.8 351 26.5 0 391 SW-GIs-window shgc-0.29 0%S 30 0.330 23.8 713 26.5 0 795 SW-GIs-window shgc-0.29 0%S 98.6 0.330 23.8 2,343 26.5 0 2,613 U P-Ceil-1 6A-30 2375.8 X 1 2375.8 0.032 2.3 5,474 2.1 0 5,018 Floor-19A-Ocp 1 X 2375.8 2375.8 0.295 8.0 18,957 1.2 0 2,896 Subtotals for Structure: 40,701 0 20,879 Infil.:Win.:89.1, Sum.:46.3 2,189 3.216 7,039 0.255 1,146 559 Ductwork: 0 5,823 AED Excursion: 487 People:200 lat/per,230 sen/per: 4 800 920 Equipment. 90 2,442 Lighting: 2,375 _ 8,099 Room Totals: 47,740 2,036 39,208 Equipment Coolin Loads ' W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018, 2:51 PM Rhvac-Residential,&Light Commercial HVAC Loads ' Elite Software Development,Inc.-- D'Antonio Consulting Engineers 9820 Nassau,Point Rd,Cutchogue,,N•Y 1'1635: Oceanside,NY 11572 . _ ® ' Page 64 Detailed Room Loads - Room 1 - Room 4 (Average Load Procedure) (cont'd) Continuous °`'Continuous Output° - Output Average_ Percent : Sensible Latent Sensible°- Latent _ . In-Use',,"" ;Used Load': , ,Load, Item Name Btuh ,_ Btuh -_ Out ut per Hour - Btuh Btuh Plant-large 0 30 100 100 0 30 Plant-large 0 30 100 100 0 30 Plant-large 0 30 100 100 0 30 Computer and monitor 1536 0 35 100 538 0 Computer and monitor 1536 0 35 100 538 0 Color television 683 0 100 100 683 0 Color television 683 0 100 100 683 0 Total 2442 90 W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM ght Elite ea1157iiinee s 9820 Nassau PointommerCial HVAC Loads ■ - - Software D onio Con EgCutcc ogue,N P11935 9 Room Cooling and Heating Loads Bar Graphs i Room 1 Room 5 Cooling Room 6 Room 7 Room 2 i Room 3 Heating Room 4 0 10,000 20,000 30,000 40,000 50,000 Btuh W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20, 2018, 2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oceanside,NY 11572 Page 66 Room Cooling Loads Bar Graphs I Room 1 Sensible Room 2 Room 3 0 Latent Room 4 I 0 10,000 20,000 30,000 40,000 50,000 Btuh W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday,March 20,2018,2:51 PM Rhvac-Residential,&Light Commercial HVAC Loads, ® Elite Software Development,Ines D'Antonio,`Corisulting'Engineer's,, 9820 Nassau Point,Rd,Cutchogue,N.Y 11935` Oceanside,NY 11572 - Page 67 System 1 Room Load Summary I Htg, Min Run Run Clg : CIO Min Acf Room Area Sens Htg Duct Duct Sens = Lat Clg Sys No, Name'_, -ISF Btuh 'CFM' ' Size , Vel' Btuh Btuh `CFM ' _ .-CFM -Zone 1- 4 Room 1 1,700 27,688 1,262 8-0 0 19,434 3,556 886 1,000 5 Room 5 403 9,500 433 0-0 0 0 0 00 6 Room 6 206 3,163 144 0-0 0 0 0 0 0 7 Room 7 430 13,204 602 0-0 0 0 0 0 0 Ventilation 7,111 1,086 2,227 System 1 total 2,739 60,666 2,440 20,521 5,783 886 1,000 'Coolih' ,S`st6r`n,Su'nima Cooling ' , Sensible/Latent. `, - Sensible Latent Total Tons ;S lit Btuh, _ Btuh Btuh Net Required: 2.19 78%/22% 20,521 5,783 26,303 Recommended: 2.28 75%/25% 20,521 6,840 27,361 Actual: 2.77 75%/25% 24,900 8,300 33,200 Equipment Data - Heatin4 System Cooling System Type: None Standard Air Conditioner Model: 24ACC636A*030" Indoor Model: FE4AN(B,F)003L+UI Brand: CARRIER AIR CONDITIONING Efficiency: 0 16 SEER Sound: 0 0 Capacity: 0 Btuh 33200 Btuh Sensible Capacity: n/a 24,900 Btuh Latent Capacity: n/a 8,300 Btuh AHRI Reference No.: n/a 9179201 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F,SOWB:71 F,WODB: OF, SIDB:72F,SIRH: 50%,WIDB:72F,Sen.gain: 20,521 Btuh, Lat. gain:5,783 Btuh,Sen loss:60,666 Btuh, Entering clg.coil DB:73.1 F, Entering clg. coil WB: 61.3F, Entering htg. cod DB:65.5F, Clg coil TD:20F, Htg. coil TD:20F, Req. clg.airflow:886 CFM, Req. htg. airflow:2440 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM �Rhvac=Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting-Engineers, , 9820'Nassau Point Rd,Cutchogue,N Y,11935 "Oceanslde,NY 11572 :® Page 68 System 2 Room Load Summary Htg,, Min . Ruri , ' Run Clg CIg Min Act µ. Room Area Sens, Htg Duct Duct. Sens y,Lat Clg Sys No,' Name SF,", B•tuW" CFM_ Size' Vel,, `. .Btuh NB_tuh ;CFM —Zone 1- 2 Room 2 1,220 42,491 1,936 10-0 0 22,046 8,554 1,005 1,200 Ventilation 6,321 966 1,979 System 2 total 1,220 48,812 1,936 23,011 10,533 1,005 1,200 Cooling System Summa „Cooling,,• Sensible/Latent' „ Sensible Latent ,-Total, ` Tons. Slit ' Btuh Btuh_ Btuh Net Required: 2.80 69%/31% 23,011 10,533 33,545 Recommended: 3.51 75%/25% 31,600 10,533 42,133 Actual: 3.25 75%/25% 29,250 9,750 39,000 ;E ui ment Data Heating System Cooling System Type: None Standard Air Conditioner Model: 24ACC442A*030* Indoor Model: FE5ANB004L+UI Brand: CARRIER Efficiency: 0 16 SEER Sound: 0 0 Capacity: 0 Btuh 39000 Btuh Sensible Capacity: n/a 29,250 Btuh Latent Capacity: n/a 9,750 Btuh AHRI Reference No.: n/a 9509114 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB: 71 F,WODB:OF, SIDB: 72F, SIRH:50%,WIDB: 72F, Sen.gain: 23,011 Btuh, Lat. gain: 10,533 Btuh, Sen. loss:48,812 Btuh, Entering clg. coil DB:72.9F, Entering clg.coil WB:61 F, Entering htg. coil DB:67.2F, Clg. coil TD:20F, Htg.coil TD:20F, Req. clg.airflow: 1005 CFM, Req. htg. airflow: 1936 CFM W:1...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&,Light Commercial.HVAC Loads _ Elite Software Development,Inc. D'Antonio Consulting Engineers , 9820 Nassau Point Rd,Cutchog_ue,N Y,11935 Oceanside,W 11572 ®',E" ' Page 69 S stem 3 Room Load Summary Htg Min' Run Run �Clg ',Clg " Min" :Act 'Room Area Sens; Ht' . Duct Duct. ;Sens,. ,, Lat vg -SYS 'Room '8F," ' 'Btuli'. CFM: Siz_a Vel' Btuh-° Btuh .CFM` ' "CFM ---Zone 1-- 3 Room 3 1,654 32,623 1,486 12-0 0 26,433 5,096 1,204 1,400 ` Ventilation 6,321 966 1,979 System 3 total 1,654 38,944 1,486 27,399 7,075 1,204 1,400 `.Coolin' SysterRSummary Cooling` , ` Sensible/Latent, , Sensible = Latent, -Total Tons, Slit Btuh Btuh 'Btuh Net Required: 2.87 79%/21% 27,399 7,075 34,474 Recommended: 3.04 75%/25% 27,399 9,133 36,532 Actual: 3.63 75%/25% 32,625 10,875 43,500 Equipment Data k Heating System Cooling System Type: None Standard Air Conditioner Model: 24ACC448A*030* Indoor Model: FE4AN(B,F)005L+UI Brand- CARRIER Efficiency: 0 15.5 SEER Sound: 0 0 Capacity: 0 Btuh 43500 Btuh Sensible Capacity: n/a 32,625 Btuh Latent Capacity: n/a 10,875 Btuh AHRI Reference No.- n/a 9824271 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB. 71F,WODB:OF, SIDB:72F, SIRH: 50%,WIDB: 72F, Sen. gain: 27,399 Btuh, Lat. gain: 7,075 Btuh, Sen. loss:38,944 Btuh, Entering clg.coil DB:72.7F, Entering clg.coil WB:60.817, Entering htg.coil DB:67.9F, Clg. coil TD:20F, Htg. coil TD:20F, Req. clg.airflow: 1204 CFM, Req. htg.airflow: 1486 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads. . ® z ;Elite Software,Development,Inc D'Antonio Consulting Engineers `�a 9820 Nassau Pomt'Rd,'Cutchogue;,N Y 11935°` Oceanside;NY.11572 Page 76- System 4 Room Load Summary' Htg, Min , Run'; Run Clg Cl' Min Act Room Area Sens . Htg Duct "`, .-Duct „Sens .,,, Lat ,-',CIg - . Sys r'No NameSF q,� Btuha.- , CFM, ° °•Size V,el.° ` ;Btufi `... Btuh CFM CFM --Zone 1--- 1 Room 4 2,376' 47,740 2,175 16-0 0 39,208 2,036 1,787 2,000 Ventilation 10,271 1,569 3,216 Duct Latent 1,121 Return Duct 0 1,131 279 System 4 total 2,376 58,011 2,175 41,909 6,652 1,787 2,000 Coolin S stem Summary -, Cooling Sensible/Latent'' ", Sensible Latent Total; °'• Tons- ,S lit Btuh Btuh Btuh Net Required: 4.05 86%/14% 41,909 6,652 48,561 Recommended: 4.66 75%/25% 41,909 13,970 55,879 Actual: 4.42 75%/25% 39,750 13,250 53,000 E ui' ment Data z Heating System Cooling System Type: None Standard Air Conditioner Model: 24ACC660A*030* Indoor Model: FE4ANB006L+UI Brand: CARRIER AIR CONDITIONING Efficiency: 0 16 SEER Sound: 0 0 Capacity: 0 Btuh 53000 Btuh Sensible Capacity: n/a 39,750 Btuh Latent Capacity: n/a 13,250 Btuh AHRI Reference No.: n/a 9180442 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB:71 F,WODB: OF, SIDB:72F, SIRH:50%,WIDB:72F, Sen. gain: 41,909 Btuh, Lat. gain:6,652 Btuh,Sen. loss:58,011 Btuh, Entering clg.coil DB: 73.2F, Entering clg.coil WB:61 F, Entering htg. coil DB:67.3F, Clg.coil TD:20F, Htg.coil TD:20F, Req.clg. airflow: 1787 CFM, Req. htg. airflow:2175 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light-Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue,N Y11935 Oceanside,NY 11572 Page 71 Radiant Floor Report Tubing Tubing Floor Supple- Radiant Floor Sens. Length, Length Heat -mental, Room' Description Room , Heat To Meet' To Fill Output ,-Heat I Name,' Heat Out ut,S acin .Area Loss Load Room Btuh Re 'd --- System 1 Ac-B-1: ---- ( 4-Room 1 1/2"PEX in slab[25,9] 1,700 27,688 1,477 2,158 40,465 -12,777 15-Room 5 1/2"PEX in slab[25,9] 403 9,500 507 485 9,093 407 6-Room 6 1/2"PEX in slab[25,9] 206 3,163 169 238 4,459 -1,296 7-Room 7 1/2"PEX in slab[25,9] 430 13,204 704 520 9,749 3,455 System 1 Total: 2,739 53,555 2,856 3,401 63,766 -10,211 ---- System 2 Ac-1-1: --- 2-Room 2 1/2"PEX Wirsbo[30,6] 1,220 42,491 2,833 2,302 34,525 7,966 System 2 Total: 1,220 42,491 2,833 2,302 34,525 7,966 --- System 3 Ac-1-2: --- 3-Room 3 1/2" PEX Wirsbo[30,6] 1,654 32,623 2,175 3,148 47,216 -14,593 System 3 Total: 1,654 32,623 2,175 3,148 47,216 -14,593 ----- System 4 Ac-2-1: ---- 1-Room 4 1/2"PEX Wirsbo[30,6] 2,376 47,740 3,183 4,559 68,381 -20,641 System 4 Total: 2,376 47,740 3,183 4,559 68,381 -20,641 Building Total: 7,989 176,409 11,047 13,409 213,888 -37,479 [Notes Area values shown include only those rooms for which radiant floor properties have been entered. Sensible heat loss values on this report do not include losses associated with ductwork, ventilation, winter humidification or hot water piping. Tubing lengths include only the tubing that is part of the radiant floor panel itself and not the supply and return piping to and from the manifold. Tubing lengths are calculated from the Tubing Spacing input and an assumed installed coverage area that is based on a 6-inch offset from each wall around the perimeter of a rectangular room. The Floor Heat Output Btuh values shown are calculated with the assumption that the tubing is installed to fill the room at the given spacing. If the Supplemental Heat Required is negative, the radiant floor output exceeds the sensible loss of the room by the indicated amount, assuming that the tubing is installed to fill the room at the given spacing. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM `Rhvac-Residential&Light Commercial HVAC Loads - Elite Software Development,Inc: 'D'Antonio Consulting Engineers 9820 Nas§au'Point Rd,"Cutctiogue,N Y 11935'° Oceanside,NY 11572 ® Pa a 72 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation): Front door faces North At least one system with its System Air Type input set to Fixed was changed to Auto during the building rotation. If you want to change this behavior uncheck the option on the General tab of the Select Reports dialog called"Always use Auto for System Air Type for Building Rotation Report." :Individual Rooms 0° , 45° 90° 1357 180° 225* _, ,270 - 31V High i ';Rrrr .Room Rot.- Rota'. , `�Rot� � 'Rot:'," Rot: . Rot:° = � ' Rot.: Rot. Duct No.' Name',' CFM, CFM_- " CFM -'CFM' CF_M `°CFM CFM CFM Size System 1: Zone 1: 4 Room 1 *1,262 1,262 1,262 1,262 1,262 1,262 1,262 1,262 11--0 5 Room 5 *433 433 433 433 433 433 433 433 4--0 6 Room 6 *144 144 144 144 144 144 144 144 2--0 7 Room 7 *602 602 602 602 602 602 602 602 5-0 System 2: Zone 1: 2 Room 2 *1,936 1,936 1,936 1,936 1,936 1,936 1,936 1,936 16-0 System 3: Zone 1: 3 Room 3 *1,486 1,486 1,486 1,486 1,486 1,486 1,486 1,486 12--0 System 4: Zone 1: 1 Room 4 *2,175 2,175 2,175 2,175 2,175 2,175 2,175 2,175 18--0 *Indicates highest CFM of all rotations. 11Nhole'Bbildin - Rotation Front door_-1 Supply Sensible Latent - ;Net Recomrtiended "Degrees Faces s CFM' -( '` ';Gain. Gain ' Tons' ' � Ton's 0° North *8,038 *112,856 30,047 *11.91 13.49 45° Northeast 8,038 111,699 30,044 11.81 *13.53 90° East 8,038 110,730 *30,048 11.73 13.39 135° Southeast 8,038 103,223 30,042 11.11 12.56 180° South 8,038 109,256 30,047 11.61 13.21 2250 Southwest 8,038 109,223 30,042 11.61 13.29 270° West 8,038 110,183 30,043 11.69 13.28 315° Northwest 8,038 105,010 30,047 11.25 12.65 *Indicates highest value of all rotations. aS steni,1 ' RlRotation Front door.; Supply Sensible Latent - 'Net "Recommended? Degrees"' Faces ' ,4 _ CFM 'Gain' `� Gain w Tons Ton's 0° North *2,440 *20,521 *5,783 *2.19 *2.28 45° Northeast 2,440 20,345 5,783 2.18 2.26 90° East 2,440 19,636 5,783 2.12 2.18 135' Southeast 2,440 18,424 5,783 2.02 2.05 180° South 2,440 19,140 5,783 2.08 2.13 225° Southwest 2,440 19,259 5,783 2.09 2.14 270° West 2,440 19,560 5,783 2.11 2.17 315° Northwest 2,440 19,077 5,783 2.07 2.12 *Indicates highest value of all rotations. :S stem 2 W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20, 2018,2:51 PM �'Rhvac-Residential&Light Commeecial HVAC Loads Elite Software Development,Inca D'Antonia Consulting'Engmeers - :r 9820 Nassau Point Rd,Cutchogue,N Y 11935 Oce6nsidd,,NY'1157273- Building Rotation Report (cont'd) 'Rotation,-, 'Front door. ' , - Supply' Sensible Latent' Net Recommended iDe rees, Faces CFM,` ' G,ain Gain Tons Tons 0° North "1,936 *23,011 "10,533 *2.80 "3.51 45° Northeast 1,936 21,549 10,533 2.67 3.51 90° East 1,936 21,829 10,533 2.70 3.51 135° Southeast 1,936 21,821 10,533 2.70 3.51 180° South 1,936 21,937 10,533 2.71 3.51 225' Southwest 1,936 21,194 10,533 2.64 3.51 2709 West 1,936 22,252 10,533 2.73 3.51 315° Northwest 1,936 22,763 10,533 2.77 3.51 *Indicates highest value of all rotations. 'S sterni J Rotation ' Front door' Supply Sensible Latent' Net Recommended 'Degrees, •",Faces CFM; < , 'Gain' Gain. Toris.' .Tons 0° North *1,486 27,399 *7,075 2.87 3.04 45° Northeast 1,486 *28,355 7,075 *2.95 *3.15 900 East 1,486 28,072 7,075 2.93 3.12 135° Southeast 1,486 24,429 7,075 2.63 2.71 180° South 1,486 26,910 7,075 2.83 2.99 225° Southwest 1,486 27,221 7,075 2.86 3.02 270° West 1,486 26,872 7,075 2.83 2.99 315° Northwest 1,486 24,276 7,075 2.61 2.70 * Indicates highest value of all rotations. ;S,.stem 4` Rotation,,, Front,do_or Supply- Sensible r Latent 'Net Recommended' 'Degrees, Faces _ CFM _ ' Gain Gain Tons Toris 0° North *2,175 *41,926 6,655 *4.05 *4.66 45° Northeast 2,175 41,450 6,652 4.01 4.61 90° East 2,175 41,194 *6,656 3.99 4.58 135° Southeast 2,175 38,548 6,651 3.77 4.28 180° South 2,175 41,269 6,655 3.99 4.59 225° Southwest 2,175 41,548 6,651 4.02 4.62 270° West 2,175 41,499 6,651 4.01 4.61 315° Northwest 2,175 38,895 6,655 3.80 4.32 *Indicates highest value of all rotations. W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-16,'M Tuesday, March 20,2018,2:51 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D,'Antonio Consulting Engineers 9820-Nassau Point Rd,Cut_chogue,°N Y 11935` Oceanside,NY 11572 Page 74 Building Rotation Report (cont'd) Building Rotation Tonnage 136 ....................................... ...... ... .... ..... .........................I......... 13.4 ........................... ........... .............. ........................................ 13 2 ................................ ........ ............ . ....................... ................ 13.0 ........... ....................... ............. ................................ ............ 12.8 .......................... ........... .. .... ......................................... 12.6 ........... .............. .............. . ............ . 0 12.4 .. ... ......... ........ . ... ... .... ..... ... .... ............ . .... .... ........ .... . 0 m c 0 12.2' ........ ........................... ................... . 0 V 12.0 ................................................................................................. 11.8 ...... .......... ............... .... .............. 11.6 .......... .... ......... ..... ..................... ............. ............... 11.4 .................................. ...... ................................... ........ 112 ...... .............. .............. . . ... ...... .... ............•.... . ••.. .... ... •. ... 110- North 10North Northeast East Southeast South Southwest West Northwest Direction Front door Faces Budding Recorrrnended Tonnage �— Buddinn Net Tonnaqe W:\...\1726-9820 Nassau Pt Rd-manual J-03-20-18.rh9 Tuesday, March 20,2018,2:51 PM .. ' VVA...U720'Q82ONassau PtRd-manual J'03'20-18.rh9 Tueuday, March 2l2O18.2:51PM Project Information Project title: 9820 Nassau Point Rd, Cutchogue, N Y 11935 Designed by: Gaetano D'Antonio, P. E. Project date: Tuesday, March 20,2018 Project comment: Client name: Evan Akselrad Architect/Engineer Client address: 16 Jay Street Client city: New York, N Y 10013 Client phone: 917-689-0301 Client fax: Client comment: Company name: D'Antonio Consulting Engineers, P. C. Company representative: Gaetano D'Antonio, P. E. Company address: 30 West Waukena Avenue Company city: Oceanside, N.Y. 11572 Company phone. 516-594-4284 Company fax: 516-594-4287 Company comment: Item System 1 Air Handler Name Ac-B-1 Cooling Description Cooling Model Type Standard Air Conditioner Cooling Model Number 24ACC636A*030*+FE4AN B,F 003L+UI Cooling Capacity 33200 Cooling Efficiency 16 SEER AHRI Reference No. 9179201 Heating Description Heating Model Type Heating Model Number Heating Capacity 0 Heating Efficiency 0 Item System 2 Air Handler Name Ac-1-1 Cooling Description Cooling Model Type Standard Air Conditioner Cooling Model Number 24ACC442A*030"+FE5ANB004L+UI Cooling Capacity 39000 Cooling Efficiency 16 SEER AHRI Reference No. 9509114 FHeating Description I Heating Model Type Heating Model Number Heating Capacity 0 Heating Efficiency 0 Item System 3 Air Handler Name Ac-1-2 Cooling Description Cooling Model Type Standard Air Conditioner Cooling Model Number 24ACC448A*030*+FE4AN B,F 005L+UI Cooling Capacity 43500 Cooling Efficiency 15.5 SEER AHRI Reference No. 9824271 Heating, Descri tion Heating Model Type Heating Model Number Heating Capacity 0 Heating Efficiency 0 Item System 4 Air Handler Name Ac-2-1 Cooling Description Cooling Model Type Standard Air Conditioner Cooling Model Number 24ACC660A*030*+FE4ANB006L+UI Cooling Capacity 53000 Cooling Efficiency 16 SEER AHRI Reference No. 9180442 Heating Description Heating Model Type Heating Model Number Heating Capacity 0 Heating Efficiency 0 ` Residential - • - Plans Review • Form for Design (L•. • Equipment, RPER 1.01 arocaraar„ 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets): Yes❑ No❑X Mechanical License# or MJ1AE Form'(and supporting worksheets). Yes❑ No❑X OEM performance data(heating,cooling,blower): Yes❑ No X❑ Building Plan# Sys. 1 Manual D Friction Rate Worksheet Yes❑ No X❑ Duct distribution system sketch: Yes❑ No X❑ Home Address(Street or Lot#,Block,Subdivision) HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 of Orientation(Front door faces) North T North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 72 Btu/h Total heat loss 60666 Number of bedrooms 0 Summer Design Conditions p Conditioned floor area 2740 Sq Ft Outdoor temperature 83 of Number of occupants 10 Indoor temperature 72 of windows Roof Grains difference 36 o Gr @50 % Rh Eave overhang depth 0 Ft Sensible heat gain 20521 Btu/h Internal shade <_ Eave Latent heat gain 5783 Btu/h Blinds,drapes,etc Depth Window Total heat gain 26303 Btu/h Number of skylights 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM 1 000 CFM Model Model 24ACC636A*030" Cooling CFM 1000 CFM Heating output capacity Btu/h Sensible cooling capacity 24900 Btu/h Heat pumps-capacity at winter design outdoor conditions 8 300 Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 33200 Btu/h HVAC DUCT DISTRIBUTION SYSTEM DESIGN ( •1 Design airflow 1000 CFM Longest supply duct Ft Duct Materials Used(circle) Trunk Duct- Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)+TEL declare the load calculation,equipment selection, and duct system design were rigorouslyperformed based on the building • . e• above, I understand theclaims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by • Town, •. or • •jurisdiction, The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions ' If abridged version of Manual J Is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. _ Residential Plans Examiner Review F• Form RIPER 1.01 a a> a�a�sdai,.c • - • (Loads, • • 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual A Form(and supporting worksheets): Yes❑ No Mechanical License# or MJ1AE Form'(and supporting worksheets)- Yes❑ No❑X OEM performance data(heating,cooling,blower)- Yes❑ No❑X Building Plan# Sys.2 Manual D Friction Rate Worksheet: Yes❑ No❑X Duct distribution system sketch Yes❑ No❑X Home Address(Street or Lot#,Block,Subdivision) HVAC •AD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 of Orientation(Front door faces) North Indoor temperature 4831 72 2 of North,East,West, South,Northeast,Northwest,Southeast,Southwest pp Number of bedrooms 0 Total heat loss Btu/h Summer Design Conditions p Conditioned floor area 1 220 Sci Ft Outdoor temperature 83 of Number of occupants 2 Indoor temperature 72 aF Windows Roof Grains difference 36 A Gr @50 % Rh Eave overhang depth 0 Ft Sensible heat gain 23011 Btu/h Internal shade <— Eave Latent heat gain 10533 Btu/h Blinds,drapes,etc Depth Window Total heat gain 33545 Btu/h Number of skylights 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type Standard Air Conditioner Air Conditioner,Heat um etc Heating CFM 1200 CFM Furnace,Heat pump,Boiler,etc pump, Model Model 24ACC442A*030 Cooking CFM 1200 CFM Heating output capacity Btu/h Sensible cooling capacity 29250 Btu/h Heat pumps-capacity at winter design outdoor conditions 9750 Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 39000 Btu/h HVAC DUCT DISTRIBUTION Si •/ Design airflow 1200 CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)T TEL I declare the load calculation,equipment'selection, and duct system design were rigorously performed based on the building plan listed above, I understand 1he claims-made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County,Town, Municipality, or Authority having jurisdiction. The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions 1 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. ■ Plansntial ■Mew Form Form RPER 1.01 a� caca • - • (Loads, • • 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual A Form(and supporting worksheets) Yes❑ No 0 Mechanical License# or MJ1AE Form'(and supporting worksheets) Yes❑ No❑X OEM performance data(heating,cooling,blower): Yes❑ No X❑ Building Plan# Sys.3 Manual D Friction Rate Worksheet: Yes❑ No -1 Duct distribution system sketch: Yes❑ No 0 Home Address(Street or Lot#,Block,Subdivision) HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 of Orientation(Front door faces) North 'F North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 72 Btu/h Total heat loss 38944 Number of bedrooms 0 Summer Design Conditions p Conditioned floor area 1654 Sq Ft Outdoor temperature 83 of Number of occupants 20 Indoor temperature 72 of Windows Roof Grains difference 36 A Gr @ 50 % Rh Eave overhang depth 0 Ft Sensible heat gain 27399 Btu/h Internal shade <— Eave Latent heat gain 7075 Btu/h Blinds,drapes,etc Depth Window Total heat gain 34474 Btu/h Number of skylights 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type Standard Air ConditionerCFM Furnace,Heat pump,Boder,etc Air Conditioner,Heat pump,etc Heating CFM 1 400 Model Model 24ACC448A"030' Cooling CFM __14_GG CFM Heating output capacity Btu/h Sensible cooling capacity 32625 Btu/h Heat pumps-capacity at winter design outdoor conditions 1 0 8 7 5 Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 43500 Btu/h HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Duct Materials Used(circle) Design airflow 14 00 CFM Longest supply duct. Ft Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct. Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)-TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on fhe building plan listed above, I understand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions ' If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program t.� Form Residential • Review ACCK. for HVAC RPER 1Ducts) .01 n c � anm stem _ a 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets). Yes❑ No 0 Mechanical License# or MAAE Forme(and supporting worksheets). Yes❑ No❑X OEM performance data(heating,cooling,blower)- Yes❑ No N Building Plan# Sys.4 Manual D Friction Rate Worksheet. Yes❑ No N Duct distribution system sketch: Yes❑ No❑X Home Address(Street or Lot#,Block,Subdivision) IHVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 of Orientation(Front door faces) North Indoor temperature 72 T North,East,West, South,Northeast,Northwest,Southeast,Southwest 58011 Total heat Toss Btu/h Number of bedrooms 0 Summer Design Conditions Conditioned floor area 2376 Sq Ft Outdoor temperature 83 of Number of occupants 4 Indoor temperature 72 of Windows Roof Grains difference 36 A Gr @ 50 % Rh Eave overhang depth 0 Ft Sensible heat gain 41909 Btu/h Internal shade <— Eave Latent heat gain 6652 Btu/h Blinds,drapes,etc Depth Window Total heat gain 48561 Btu/h Number of skylights 0 HVAC • • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM-2Q�CFM Model Model 24ACC660A*030* Cooking CFM �Vyy��/� CFM Heating output capacity Btu/h Sensible cooling capacity 39750 Btu/h Heat pumps-capacity at winter design outdoor conditions 1 32 5 0 Latent cooling capacity BtU/h Auxiliary heat output capacity Btu/h Total cooling capacity 53000 Btu/h HVAC DUCT D18TRIBUTIONSYSTEM DESIGN (IRC M1601.1) Design airflow 2000 CFM Longest supply duct- Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rale=(ASP•100)+TEL I declare the load�calculation,equipment selection,and duct;system desig-nWere-rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature R�,served for use by County, Town, Municipality, or Authority having jurisdiction. The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program Residential P - Review •rm Form ACCks RPER 1.01 Atomsanr� for • (Loads, • • 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets): Yes❑ No❑ Mechanical License# or li Formz(and supporting worksheets) Yes❑ No❑ OEM performance data(heating,cooling,blower). Yes❑ No❑ Building Plan# Manual D Friction Rate Worksheet. Yes❑ No❑ Duct distribution system sketch. Yes❑ No❑ Home Address(Street or Lot#,Block,Subdivision) IHVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature OF Orientation(Front door faces) Indoor temperature of North,East,West, South,Northeast,Northwest,Southeast,Southwest Number of bedrooms Total heat loss Btu/h Summer Design Conditions Conditioned floor area Sq Ft Outdoor temperature of Number of occupants Indoor temperature OF Windows Roof Grains difference A Gr @ % Rh Eave overhang depth Ft Sensible heat gain Btu/h Internal shade <— Eave Latent heat gain Btu/h Blinds,drapes,etc Depth Window Total heat gain Btu/h Number of skylights EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type CFM Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM Model Model Cooling CFM CFM Heating output capacity Btu/h Sensible cooling capacity Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity Btu/h HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow CFM Longest supply duct- Ft Duct Materials Used(circle) Trunk Duct Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct. Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)r TEL declare the load calculation,equipment selection, and duct system design were rigorouslyperformed b -• on - building • e• above, I understand the claims made on • be subjectto review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of Instructions P If abridged version of Manual J Is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of Instructions Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. Form Residential • Review •rm ACC RPER 1.01 t4�5oi 0iio-d d en. • • (Loads, • • 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual A Form(and supporting worksheets). Yes❑ No❑X Mechanical License# or MJ1AE Form'(and supporting worksheets): Yes❑ No❑X OEM performance data(heating,cooling,blower)- Yes❑ No NX Building Plan# Sys. 1 Manual D Friction Rate Worksheet* Yes❑ No❑X Duct distribution system sketch: Yes❑ No X❑ Home Address(Street or Lot#, Block,Subdivision) HVAC LOAD CALCULATION (UMC 1106.1) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 T Orientation(Front door faces) North T North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 72 Btu/h Total heat loss 60666 Number of bedrooms 0 Summer Design Conditions Conditioned floor area 2740 Sq Ft Outdoor temperature 83 of Number of occupants 10 Indoor temperature 72 of Windows Roof Grains difference 36 A Gr @ 50 % Rh Eave overhang depth O Ft Sensible heat gain 20521 Btu/h Internal shade <— Eave Latent heat gain 5783 Btu/h Blinds,drapes,etc Depth Window Total heat gain 26303 Btu/h Number of skylights 0 EQUIPMENTHVAC • Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM 1 000 CFM Model Model 24ACC636A"030* Cooling CFM ___tOQQ CFM Heating output capacity Btu/h Sensible cooling capacity 24900 Btu/h Heat pumps-capacity at winter design outdoor conditions 8 30 0 Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 33200 Btu/h DISTRIBUTIONHVAC DUCT •/ Design airflow 1000 CFM Longest supply duct- Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)r TEL declare the load calculation, equipment • - • duct systemdesignperformed based on - building • . -• above, i Understand the claims made,on these forms will'be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Resmed for use by County, Town, Municipality, or Authority having jurisdiction. The AHJ shall have*ei discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions 2 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. - Review_ • Form Residential ACCK. RPER 1.01 a�cawr�dar� for - • (Loads, • • 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual A Form(and supporting worksheets). Yes❑ No X❑ Mechanical License# or MAAE Formz(and supporting worksheets) Yes❑ No❑X OEM performance data(heating,cooling,blower): Yes❑ No N Building Plan# Sys.2 Manual D Friction Rate Worksheet. Yes❑ No N Duct distribution system sketch: Yes❑ No❑X Home Address(Street or Lot#,Block,Subdivision) LOAD CALCULATION (UMC 1106.1) Design Conditions Building Construction Information Winter Design Conditions Building ,t Outdoor temperature 0 of Orientation(Front door faces) North Indoor temperature 4881 2 p Q 72 of North,East,West, South,Northeast,Northwest,Southeast,Southwest Number of bedrooms 0 Total heat loss Btu/h Summer Design Conditions Conditioned floor area 1220 Sq Ft Outdoor temperature 83 of Number of occupants 2 Indoor temperature 72 of Windows Roof Grains difference 36 A Gr @50 % Rh Eave overhang depth 0 Ft Sensible heat gain 23011 Btu/h Internal shade <— Eave Latent heat gain 10533 Btu/h Blinds,drapes,etc Depth Window Total heat gain 33545 Btu/h Number of skylights 0 EQUIPMENTiHVAC • Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type Standard Air Conditioner 1200 CFM Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM Model Model 24ACC442A*030* Cooling CFM 120 CFM Heating output capacity Btu/h Sensible cooling capacity 29250 Btu/h Heat pumps-capacity at winter design outdoor condibons 9750 Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 39000 Btu/h HVAC DUCT DISTRIBUTION •1 Design airflow 1200 CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x f 00)-TEL I declare the load calculation, equipment selection,and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms Will be subject to review and verification, Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. The AHJ shall have the discretion to accept Required Attachments pnnted from approved ACCA software vendors,see list on page 2 of instructions ' If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program ■ _ d_ Plans Examiner Review Form ACCK. for HVAC stem Design RPER 1.01 r�c« rpc� dnr� �' 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets): Yes❑ No❑X Mechanical License# or MAAE Forme(and supporting worksheets), Yes❑ No❑X OEM performance data(heating,cooling,blower): Yes❑ No NX Building Plan# Sys.3 Manual D Fnctlon Rate Worksheet: Yes❑ No NX Duct distribution system sketch: Yes❑ No❑X Home Address(Street or Lot#,Block,Subdivision) HVAC LOAD CALCULATION (UMC 1106.1) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 of Orientation(Front door faces) North Indoor temperature 72 of North,East,West, South,Northeast,Northwest,Southeast,Southwest Btu/h Total heat loss 38944 Number of bedrooms 0 Summer Design Conditions p Conditioned floor area 1 654 Sq Ft Outdoor temperature 83 of Number of occupants 20 Indoor temperature 72 of Windows Roof Grains difference 36 A Gr @ 50 % Rh Eave overhang depth 0 Ft Sensible heat gain 27399 Btu/h Internal shade <— Eave Latent heat gain 7075 Btu/h Blinds,drapes,etc Depth Window Total heat gain 34474 Btu/h Number of skylights 0 EQUIPMENT • Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM 1 400 CFM Model Model 24ACC448A"030* Cooling CFM 1400 CFM Heating output capacity Btu/h Sensible cooling capacity 32625 Btu/h Heat pumps-capacity at winter design outdoor conditions 1 0 8 7 5 Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 43500 Btu/h DISTRIBUTIONHVAC DUCT •1 Design airflow 1400 CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)+TEL I declare the load calculation,equipment selection, and duct system design were rigorously performedbased on the building plan listed above, lunderstand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality,or Authority having jurisdiction. The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions ' If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program . _ • _ntid Plans Review Form RPER 1,01 AXcX kr=0X&zd=dAm!= • • •, • • • 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual A Form(and supporting worksheets): Yes❑ No❑X Mechanical License# or MAAE Form'(and supporting worksheets). Yes❑ No X❑ OEM performance data(heating,cooling,blower): Yes❑ No❑X Building Plan# Sys.4 Manual D Friction Rate Worksheet Yes❑ No NX Duct distribution system sketch: Yes❑ No 0 Home Address(Street or Lot#,Block,Subdivision) LOAD CALCULATION (UMC 1106.1) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 OF Orientation(Front door faces) North Indoor temperature 72 OF North,East,West, South,Northeast,Northwest,Southeast,Southwest 58011 Total heat loss Btu/h Number of bedrooms 0 Summer Design Conditions Conditioned floor area 2376 Sq Ft Outdoor temperature '83 of Number of occupants 4. 7 Indoor temperature / 2 OF Windows Roof Grains difference 36 o Gr @ 50 % Rh Eave overhang depth O Ft Sensible heat gain 41909 Btu/h Internal shade <— Eave Latent heat gain 6652 Btu/h Blinds,drapes,etc Depth Window Total heat gain 48561 Btu/h Number of skylights 0 EQUIPMENTIHVAC • Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type Standard Air Conditioner Heating CFM�DOQ CFM Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Model Model 24ACC660A"030" Cooking CFM 2WQ CFM Heating output capacity Btu/h Sensible cooling capacity 39750 Btu/h Heat pumps-capacity at writer design outdoor conditions 1 32 50 Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 53000 Btu/h DISTRIBUTION�HVAC DUCT •1 Design airflow ZOOO CFM Longest supply duct: Ft Duct Materials Used(circle)Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100) TEL 1 declare the load calculation,equipment selection,and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and Verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by • Town, p or • •jurisdiction. The AHJ shall have the discretion to accept Required Attachments pnnted from approved ACCA software vendors,see list on page 2 of instructions ' If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program Residential Plans ExaminerReview • Form � RPER 1.01 A< g � • • (Loads, • • 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets): Yes❑ No❑ Mechanical License# or MJ1AE Form'(and supporting worksheets). Yes❑ No❑ OEM performance data(heating,cooling,blower): Yes❑ No❑ Building Plan# Manual D Friction Rate Worksheet: Yes❑ No❑ Duct distribution system sketch Yes❑ No❑ Home Address(Street or Lot#, Block,Subdivision) HVAC LOAD CALCULATION (UMC 1106.1) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature OF Orientation(Front door faces) Indoor temperature of North,East,West, South,Northeast,Northwest,Southeast,Southwest Number of bedrooms Total heat loss Btu/h Summer Design Conditions Conditioned floor area Sq Ft Outdoor temperature of Number of occupants Indoor temperature of Windows Roof Grains difference A Gr @ % Rh Eave overhang depth Ft Sensible heat gain Btu/h Internal shade <— Eave Latent heat gain Btu/h Blinds,drapes,etc Depth Window Total heat gain Btu/h Number of skylights EQUIPMENTHVAC • Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type CFM Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM Model Model Cooling CFM CFM Heating output capacity Btu/h Sensible cooling capacity Btu/h Heat pumps-capacity at wmter design outdoor conditions Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity Btu/h DISTRIBUTIONHVAC DUCT •1 Design airflow CFM Longest supply duct Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct. Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rale=(ASP x 100)-TEL I declare the load calculation,equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions ' If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 08) HVAC Designer Responsibilities: =w-"Complete one HVAC Design Report for each system design for a house plan,,created for either the=specific plan configuration,(i.e,elevation,n., option,orientation,&county)of the home•to be certified or for a plan that is intended to be built with potentially different configurations(W., _- different'elevations,options,and/or o'rientations);Visit www.energystar.goy/newhomeshvacdesign and see Footnote 2 for moreinformation. Obtain efficiency features(e.g-,window performance,insulation levels,and infiltration rate)from'the builder or Home Energy-Rater ' Provide,the completed HVAC Design,Report"to the builder,or credentialed'HVAC contractor and to the Home Energy Rater. w, i 9.Design Overview = 1.1 Designer Name. Gaetano D'Antonio,P.E. Designer company: D'Antonio Consulting Engineersj3htC. March 20,2018 1.2 Select which party you are providing these design services to 0 Builder or ❑Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1.1): D'Antonio Consulting Engineers,P.C. 14 Area that system serves- ED Whole-house ❑Upper-level ❑Lower-level ❑Other 1 5 Is cooling system for a temporary occupant load? ❑Yes 0 No 1.6 House plan: 9820 Nassau Point Rd,Cutchonue,NY 11933heck box to indicate whether the system design is site-specific or part of a group: ❑�/ Site-specific design. Option(s)&elevation(s)modeled: ❑ Group design. Group#: out of total groups for this house plan. Configuration modeled: Designer 2.Whole-House Mechanical Ventilation Design' ' Verified Airflow: r— • -_ __ - r._ _.__ 2.1 Ventilation airflow design rate&run-time meet the requirements of ASH RAE 62 2-2010 or 2013 ❑ 2 2 Ventilation airflow rate required by 62.2 for a continuous system CFM - 2.3 Design for this system Vent airflow rate: CFM Run-time per cycle: minutes Cycle time: minutes - 'jSystem`T pe&Contr`ofs: 2.4 Specified system type: Supply [I Exhaust ❑Balanced 2.5 Specified control location: (e g.,Master bath,utility room) 2 6 Specified controls allow the system to operate automatically,without occupant intervention ❑ 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not ❑ or (e.g.,a label is required for a standalone wall switch,but not for a switch that's on the ventilation equipment) 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system,unless specified controls operate ❑ intermittently and automatically based on a timer and restrict intake when not in use(e.g,motorized damper) Sound:12.9 The fan of the specified system is rated=3 sones if intermittent and=1 sone if continuous,or exempted ❑ Efficiency: - 2 10 If system utilizes the HVAC fan,then the specified fan type in Item 4.7 is ECM/ICM,or the specified controls will reduce ❑ the standalone ventilation run-time b accountin for hours when the HVAC s stem is heatin or cooling 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified ❑ Air Inlet Location: (Complete this section if system has"a specified air inlet-location;otherwise check"N/A"). ❑N/A 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage,or adjacent dwelling unit ❑ 2.13 Inlet is=2 ft above grade or roof deck;=10 ft of stretched-string distance from known contamination sources(e g., stack,vent,exhaust,vehicles)not exiting the roof,and=3 ft from known sources exiting the roof ❑ 3.Room-by-Room Heating&Cooling Loads 3.1 Room-by-room loads calculated using- Binabridged ACCA Manual J v8 0013 ASHRAE'Fundamentals ather per AHJ - 3 2 Indoor design temperatures used in loads are 70"F for heating and 75'F for cooling ❑ 3 3 Outdoor design temperatures used in loads- (See Footnote 12 and energystar.gov/hvacdesigntemps) County&State selected- 72 CoolirUseason: °F Heating season: °F 3 4 Number of occupants used in loads. 10 3 5 Conditioned floor area used in loads: 2739.5 Sq Ft. 3.6 Window area used in loads: 147.1 Sq.Ft. HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 08) HVAC Designer Responsibilities: -:Complete one HVAC Design Report for each system design for a-house`plan,created for either the specific plan configuration(i.e.,'elevation,- 'option,orientation,&.county)of,the home to be certified' for a plan-that is,intended to.be built with potentially different configurations(i.e., different elevations,options,and/or orientation's).Visit www energystar.gov/newhomeshvacdesign and see Footnote 2 for more:information Obtairi efficiency features(e.g.;window performance,insulation levels;and infiltration rate)from the builder or Home Energy Rater. J Provide the completed`HVAC Desigh Report to the buiideF or credentialed HVAC contractor and'fo the Home Ene'r`gy Rater.' ,e 1 1 Designer Name- Gaetano D'Antonio,P E. y Designer company: D'Antonio Consulting EngineersjRtC March 20,2018 1 2 Select which party you are providing these design services to: 0 Builder or ❑Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1.1): D'Antonio Consulting Engineers,P.C. 1.4 Area that system serves: 0 Whole-house ❑Upper-level ❑Lower-level ❑Other 15 Is cooling system for a temporary occupant load? ❑Yes 0 No 1.6 House plan. 9820 Nassau Point Rd,Cutchoque,NY 11935heck box to indicate whether the system design is site-specific or part of a group 0 Site-specific design. Option(s)&elevation(s)modeled: ❑ Group design. Group#. out of total groups for this house plan. Configuration modeled: 2.Whole-House Mechanical Ventilation Desi n _ �- Designer i Verified 9 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010 or 2013 El- 2.2 2.2 Ventilation airflow rate required by 62.2 for a continuous system CFM - 2.3 Design for this system: Vent.airflow rate: CFM Run-time per cycle- minutes Cycle time. minutes - 'Siste►n'Type&Controls: 2.4 Specified system type OSupply El Exhaust []Balanced 2.5 Specified control location: (e.g,Master bath,utility room) 2.6 Specified controls allow the system to operate automatically,without occupant intervention ❑ 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not E]obvious(e.g.,a label is required for a standalone wall switch,but not for a switch that's on the ventilation equipment) 2 8 No outdoor air intakes designed to connect to the return side of the HVAC system,unless specified controls operate El and automatically based on a timer and restrict intake when not in use(e.g.,motorized damper) Sound:12 9 The fan of the specified system is rated=3 sones if intermittent and=1 sone if continuous,or exempted ❑ Efficiency: „ 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4 7 is ECM/ICM,or the specified controls will reduce ❑ the standalone ventilation run-time b accountin for hours when the HVAC s stem is heatm or coolm 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified ❑ 'Air IhlefLocation: (Complete this:section if system has a specified air inlet location;otherwise check N/A")'': ❑NIA' 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage,or adjacent dwelling unit ❑ 2 13 Inlet is=2 ft above grade or roof deck;=10 ft.of stretched-string distance from known contamination sources(e.g., 13stack,vent,exhaust,vehicles)not exiting the roof,and=3 ft.from known sources exiting the roof 'A Room-b =Room'Heatin &Coolin Loads . 3 1 Room-by-room loads calculated using: DJnabridged ACCA Manual J v8 0013 ASHRAE Fundamentals ather per AHJ - 3 2 Indoor design temperatures used in loads are 70°F for heating and 75T for cooling ❑ 3 3 Outdoor design temperatures used in loads: (See Footnote 12 and energystar.gov/hvacdesigntemps) County&State selected 72 CoolinWseason °F Heating season: OF 3.4 Number of occupants used in loads: 2 3.5 Conditioned floor area used in loads 12197 Sq Ft 3.6 Window area used in loads- 1839 Sq Ft. HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 08) "HVAC'Designer Responsibilities: a . .• Complete,one HVAC Design Report for each system design for a house plan,created for either the specific plan configuration(i.e.;elevation, option,orientation,&county)of the home to be certified or for a plan that is intended.to be built with-potentially different configurations(i.e., different elevations,options,and/or orientations) Visit www energystar:gov/newhomeshvacdesign and see Footnote 2 for more information. - • Obtain effciency features(e.g.,window performance,insulation levels,and infiltration rate)from the builder or Home Energy,Rater-. • Provide the,completed HVAC Design Report to the builder or credentialed HVAC contractor and to the Home Energy Rater. J.Design Overview 1 1 DesignerName- Gaetano D'Antonio,P.E. Designer company: D'Antonio Consulting EngineersphtQ. March 20,2018 1.2 Select which party you are providing these design services to: ❑d Builder or ❑Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1 1)• D'Antonio Consulting Engineers,P.C. 1.4 Area that system serves [0 Whole-house ❑Upper-level ❑Lower-level ❑Other 1 5 Is cooling system for a temporary occupant load? ❑Yes ❑1 No 1.6 House plan 9820 Nassau Point Rd,Cutchogue,NY 11933heck box to indicate whether the system design is site-specific or part of a group: Site-specific design. Option(s)&elevation(s)modeled: ❑ Group design Group# out of total groups for this house plan. Configuration modeled: Z.Whole-House,Mechanieal Ventilation Design y Designer Airflow: 9 Verified 2 1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010 or 2013 ❑ 2 2 Ventilation airflow rate required by 62 2 for a continuous system CFM - 2 3 Design for this system: Vent.airflow rate. CFM Run-time per cycle. minutes Cycle time: minutes ,System Ty e&Controls: 2 4 Specified system type [OSupply [I Exhaust ❑Balanced 2.5 Specified control location: (e.g,Master bath,utility room) 2.6 Specified controls allow the system to operate automatically,without occupant intervention ❑ 2 7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not obvious(e g.,a label is required for a standalone wall switch,but not for a switch that's on the ventilation equipment) El 2 8 No outdoor air intakes designed to connect to the return side of the HVAC system,unless specified controls operate ❑ intermittently and automatically based on a timer and restrict intake when not in use(e.g.,motorized damper) Sound:12 9 The fan of the specified system is rated=3 sones if intermittent and=1 sone if continuous,or exempted ❑ Efficiency: 2 10 If system utilizes the HVAC fan,then the specified fan type in Item 4.7 is ECM/ICM,or the specified controls will reduce ❑ the standalone ventilation run-time b cc for hours when the HVAC system is heatin or cooling 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified ❑ Air Inlet Location: (Complete this section if system has a specified air inlet location;otherwise check'N/A"), -❑N/A 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage,or adjacent dwelling unit ❑ 2 13 Inlet is=2 ft.above grade or roof deck;=10 ft.of stretched-string distance from known contamination sources(e.g., stack,vent,exhaust,vehicles)not exiting the roof,and=3 ft from known sources exiting the roof ❑ 3.Room-by-Room Heating&-CoolingLoads 3.1 Room-by-room loads calculated using M.lnabridged ACCA Manual J v8 E2013 ASHRAE Fundamentals Ebther per AHJ - 3 2 Indoor design temperatures used in loads are 70°F for heating and 75'F for cooling ❑ 3.3 Outdoor design temperatures used in loads: (See Footnote 12 and energystar gov/hvacdesigntemps) County&State selected` 72 CoolinWseason T Heating season T 3.4 Number of occupants used in loads: 20 3.5 Conditioned floor area used in loads: 1654.2 Sq Ft. 3.6 Window area used in loads- 491.6 Sq.Ft HVAC Design Report ENERGY STAR Certified Homes, Version 3 ,/ 3.1 (Rev. 08) ,'HVAC Designer Responsibilities:` i : F Complete one HVAC,Design,Report for each system design for a house plan;created foceithenthe speafic plan configuration(i.e.,elevation, 1 „. ,option,orientation,&county)of,the home to be certified or for a plan that is intended to be.budt with potentially different configurations(Le-, different elevations,options,and/or`orientations).Visit www.energystar gov/newhomeshvacde`sign and see Footnote 2.for mole information --Obtain efficiency features(e.g.,window performance,insulation levels,and infiltrationIrate).from the builder or Home,Energy!Rater. • Provide the completed HVAC Design Report to the builder or,credentialed HVAC contractor and Jo the Home Energy Rater.. ; -=1.Design Overview: _ 1.1 Designer Name. Gaetano D'Antonio,P.E Designer company. D'Antonio Consulting Engineers)htC. March 20,2018 1.2 Select which party you are providing these design services to R1 Builder or ❑Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1.1): D'Antonio Consulting Engineers,P.C. 14 Area that system serves: [OWhole-house ❑Upper-level ❑Lower-level ❑Other 1.5 Is cooling system for a temporary occupant load? ❑Yes R)No 1 6 House plan: 9820 Nassau Point Rd,Cutchogue,NY 11935heck box to indicate whether the system design is site-specific or part of a group: Site-specific design Option(s)&elevation(s)modeled: ❑ Group design. Group# out of total groups for this house plan. Configuration modeled: ' = �• • r u„ter„ s•Designer 2,Whole-House Mechanical`Vent- ,ilation°Design Verified, Airflow: 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010 or 2013 ❑ 2 2 Ventilation airflow rate required by 62.2 for a continuous system CFM - 2.3 Design for this system- Vent airflow rate CFM Run-time per cycle: minutes Cycle time: minutes - ,�System Type&Controls:, r 2.4 Specified system type: OSupply [I Exhaust ❑Balanced 2.5 Specified control location. (e.g.,Master bath,utility room) 2.6 Specified controls allow the system to operate automatically,without occupant intervention ❑ 2.7 Specified controls include a readily-accessible,ventilation override and a label has also been specified if its function is not ❑ obvious(e.g,a label is required for a standalone wall switch,but not for a switch that's on the ventilation equipment) 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system,unless specified controls operate El and automatically based on a timer and restrict intake when not in use(e.g.,motorized damper) Sound:12.9 The fan of the specified system is rated=3 sones if intermittent and=1 sone if continuous,or exempted ❑ Efficiency: 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4 7 is ECM/ICM,or the specified controls will reduce ❑ the standalone ventilation run-time b accountin for hours when the HVAC s stem is heatm or coo,,n 2 11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified ❑ ,Air Inlet Location: Complete this section if system'has a specified air inlet location;otherwise check"N/A") ❑N/A 2 12 Inlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage,or adjacent dwelling unit ❑ 2.13 Inlet is=2 ft above grade or roof deck,=10 ft.of stretched-string distance from known contamination sources(e.g., stack,vent,exhaust,vehicles)not exiting the roof,and=3 ft from known sources exiting the roof ❑ 3.Room-b -Room Heating&Coolinq Loads - 3.1 Room-by-room loads calculated using- Q.lnabndged ACCA Manual J v8 0013 ASHRAE Fundamentals Dther per AHJ - 3.2 Indoor design temperatures used in loads are 70°F for heating and 75T for cooling ❑ 3 3 Outdoor design temperatures used in loads. (See Footnote 12 and energystar gov/hvacdesigntemps) County&State selected 72 CoolinWseason: T Heating season: °F 3.4 Number of occupants used in loads. 4 3 5 Conditioned floor area used in loads. 23758 Sq.Ft. 3.6 Window area used in loads: 4907 Sq Ft. HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 08) 'HVAC Designer Responsibilities: - " Complete one HVAC Design.Rep ort for-each system design for a douse plan,creafed for'either the,specifc plan con,'figurationa(i.e.;elevation,' ,. option,onentation,&county)�of the home to be certified or for a,plan that is intended to be built"with potentially,different configurations different elevations,options,and/or orientations).Visit Wm.energystar.gov/newhomeshvacdesign and"see Footnote 2 for more information 6 Obtain efficiency`features(e.g,window performance,insulation levels,and infiltration rate)from the builder or Home Energy Rater.'".' ' t Provide the completed HVAC Design Reportto the builder or credentialed HVAC_contractor and to the Home_Energy Rater. f`1:Design Overview - 1 1.1 Designer Name: Designer company: Date: 1'2 Select which party you are providing these design services to: ❑Builder or ❑Credentialed HVAC contractor 1 3 Name of company you are providing these design services to(if different than Item 1.1): 1.4 Area that system serves. ❑Whole-house ❑Upper-level ❑Lower-level ❑Other 1 5 Is cooling system for a temporary occupant load? ❑Yes ❑No 1.6 House plan: Check box to indicate whether the system design is site-specific or part of a group: ❑ Site-specific design. Option(s)&elevation(s)modeled: ❑ Group design Group# out of total groups for this house plan. Configuration modeled -2:Whole-House Mechanical Ventilation Design _ .> . :- • - Designer _ ..y_ _ 5°Airflow: 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010 or 2013 ❑ 2.2 Ventilation airflow rate required by 62.2 for a continuous system CFM - 2 3 Design for this system: Vent.airflow rate: CFM Run-time per cycle: minutes Cycle time: minutes - Systein Ty �e'8 Controls: 2 4 Specified system type ❑Supply ❑Exhaust ❑Balanced 2.5 Specified control location (e.g.,Master bath,utility room) 2 6 Specified controls allow the system to operate automatically,without occupant intervention ❑ 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not ❑ obvious(e.g.,a label is required for a standalone wall switch,but not for a switch that's on the ventilation equipment) 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system,unless specified controls operate El and automatically based on a timer and restrict intake when not in use(e.g.,motorized damper) Sound:12.9 The fan of the specified system is rated=3 sones if intermittent and=1 sone if continuous,or exempted ❑ ='Efficiency: - ,�.. 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4.7 is ECM/ICM,or the specified controls will reduce ❑ the standalone ventilation run-time b cc for hours when the HVAC s stem,s heatin or cool 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified ❑ :,Air Inlet Location:-(Complete fhisfsection,f system'has a specified air inlet location;othe"Mise check"N/A")`- ;4- El N/A' 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage,or adjacent dwelling unit ❑ 2.13 Inlet is=2 ft above grade or roof deck;=10 ft.of stretched-string distance from known contamination sources(e.g., ❑ stack,vent,exhaust,vehicles)not exiting the roof,and=3 ft.from known sources exiting the roof 3.Room=by-Room Heatin &Coolin 'Loads= - W' 3 1 Room-by-room loads calculated using: ❑Jnabndged ACCA Manual J v8 [2013 ASHRAE Fundamentals tether per AHJ - 3.2 Indoor design temperatures used in loads are 70°F for heating and 757 for cooling ❑ 3 3 Outdoor design temperatures used in loads- (See Footnote 12 and energystar.gov/hvacdesigntemps) County&State selected- Cooling season: °F Heating season: T 3 4 Number of occupants used in loads: 3 5 Conditioned floor area used in loads: Sq Ft. 3.6 Window area used in loads: Sq.Ft. y 9820 Nassau Point Rd, Cutchogue, N HVAC Load Calculations D for OCT 1 9 2018 Evan Akselrad Architect/Engineer 16 Jay Street RUF DMG DE PIE New York, N Y 10013 TOWN O;F SOUTHOLD FqV C HVAC LoADs pF N i �y0 s 2� SIONP� Prepared By: Gaetano D'Antonio, P. E. D'Antonio Consulting Engineers, P. C. 30 West Waukena Avenue Oceanside, N.Y. 11572 516-594-4284 Tuesday,August 7,2018 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. A „Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inca D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 " Oceanside, NY 11572 Page 2 Project Report General Project Information Project Title* 9820 Nassau Point Rd, Cutchogue, N Y 11935 Designed By. Gaetano D'Antonio, P. E. Project Date: August 7, 2018 Client Name: Evan Akselrad Architect/Engineer Client Address: 16 Jay Street Client City: New York, N Y 10013 Client Phone: 917-689-0301 Client E-Mail Address: eakseirad@live.com Company Name: D'Antonio Consulting Engineers, P. C. Company Representative: Gaetano D'Antonio, P. E. Company Address- 30 West Waukena Avenue Company City: Oceanside, N.Y. 11572 Company Phone: 516-594-4284 Company Fax 516-594-4287 Company E-Mail Address: nino@dantonioengineers.com Company Website: www.dantonioengineers.com Design Data = Reference City: Suffolk County AFB, New York Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor, 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter. 0 9 n/a n/a 72 n/a Summer: 83 71 56% 50% 72 36 Check Figures Total Building Supply CFM- 5,800 CFM Per Square ft.- 0.972 Square ft. of Room Area: 5,968 Square ft. Per Ton: 477 Volume (ft'): 23,758 [Building Loads ' Total Heating Required Including Ventilation Air: 116,260 Btuh 116.260 MBH Total Sensible Gain: 103,894 Btuh 79 % Total Latent Gain: 27,687 Btuh 21 % Total Cooling Required Including Ventilation Air. 131,581 Btuh 10.97 Tons (Based On Sensible+ Latent) 12.51 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9 36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 3 Miscellaneous Report System 1 Ac-B-1 Outdoor Outdoor Outdoor Indoor Indoor, Grains Input Data_ Dry Bulb Wet Bulb Rel.Hum- Rel.Hum Dry Bulb Difference Winter. 0 9 100% n/a 72 n/a Summer: 83 71 56% 50% 72 36.47 System 2 Ac-1-1 Outdoor Outdo--or' Outdoor. Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel:Hum Rel.Hum' Dry Bulb Difference Winter: 0 9 100% n/a 72 n/a Summer: 83 71 56% 50% 72 36.47 System 3 Ac-1-2 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry.Bulb, Wet_,Bulb _Rel.Hum Rel.H_ um Dry Bulb Difference, Winter: 0 9 100% n/a 72 n/a Summer: 83 71 56% 50% 72 36.47 System 4,AC-2-1 Outdoor Outdoor '.,Outdoor,- Indoor Indoor.. Grains Input Data Dry_Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 0 9 100% n/a 72 n/a Summer 83 71 56% 50% 72 36.47 Duct Saing In uts ` Main Trunk Runouts Calculate: No No Use Schedule- No No Roughness Factor. 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 01000 in.wg./100 ft. Minimum Velocity, 650 ft./min 450 ft./min Maximum Velocity. 900 ft./min 750 ft./min Minimum Height 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.250 AC/hr 0.130 AC/hr 99 CFM 51 CFM Infiltration Actual. 0.848 AC/hr 0.789 AC/hr Above Grade Volume: X 23,758 Cu.ft. X 23.758 Cu.ft. 20,142 Cu.ft./hr 18,737 Cu.ft./hr X0.0167 X00167 Total Building Infiltration: 336 CFM 312 CFM Total Building Ventilation: 380 CFM 380 CFM ---System 1--- (Isolated) Infiltration &Ventilation Sensible Gain Multiplier. 12.07 = (1.10 X 0.998 X 11.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 24.74 = (0.68 X 0.998 X 36.47 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier. 79.01 = (1.10 X 0 998 X 72.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(52 CFM), Construction- Semi-Tight Summer Infiltration Specified: 0.130 AC/hr(27 CFM), Construction. Semi-Tight ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 12.07 = (1.10 X 0.998 X 11.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 24.74 = (0.68X 0.998X 36.47 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier. 79.01 = (1.10 X 0.998 X 72.00 Winter Temp. Difference) Winter Infiltration Specified- 0.250 AC/hr(59 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.130 AC/hr(31 CFM), Construction: Semi-Tight ---System 3--- Infiltration &Ventilation Sensible Gain Multiplier. 12.07 = (1.10 X 0.998 X 11.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier 24.74 = (0.68 X 0.998 X 36.47 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 79.01 = (1.10 X 0.998 X 72.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(40 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.130 AC/hr(21 CFM), Construction: Semi-Tight W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac:Residential&Light Commercial HVAC Loads Elite'Software Development,Inc. D'Antonio Consulting'Engineers- ® 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 4 Miscellaneous Report (cont'd) Outside Air Data ' ---System 4--- (Isolated) Infiltration &Ventilation Sensible Gain Multiplier. 12.07 = (1.10 X 0.998 X 11.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 24.74 = (0.68 X 0.998 X 36.47 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier- 79.01 = (1.10 X 0.998 X 72.00 Winter Temp. Difference) Winter Infiltration Specified: 0.250 AC/hr(80 CFM), Construction. Semi-Tight Summer Infiltration Specified: 0.130 AC/hr(42 CFM), Construction: Semi-Tight Duct-Load Factor Scenarios'for System 4 Attic Duct Duct Surface, From No. T , e' Desai tion °Location Ceiling; Leakage- lnsulatiorr.=- Area • [ MDD 1 Supply Attic 16B 0.12 6 642 No 1 Return Attic 16B 0.12 6 119 No W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac-Residential&Light,Commercial HVAC Loads- Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue, N Y 11935 Oceanside, NY 11572 Page 5 Load Preview Report 771 Net Rec tt2 Sen Lat Net Sen HYS SYS Sys Duct Scope Ton Ton Iron Area Gain Gain Gain Loss tgg Act Size CFM CFM CFM Building 10.97 12.51 477 5,968 103,894 27,687 131,581 116,260 5,800 5,800 5,800 System I Ac-B-1 233' 2.68 515 1,381 24,133 3,872 28,004, 25,044 1,200 1,200 1,200 0* ``enblabon 1,086 2,227 3,313 7,111' Zone 1 _- ! 1,381 23,046; 1,645 24,691; 17,933: 1,200: 1,200 1,200; 4-Room 1 1,381' 23,046 1,645 24,691 17,933' 1,200, 1,200 1,200 10-0- System 2Ac-1-1 0-0*System2Ac-1-1 2.89' 3.52 419 1,472• 24,108 10,546 34,654 39,826 1,200 1,200 1,200 0* Menblabon - - 966' 1,979', 2,945, 6,321 - J Zone- 1,472 23,142 8,567 31,709 33,505 1,200 1,200 1,200 2-Room2 1,472 23,142` 8,567, 31,709; 33,505, 1,200 1,200' 1,200 10-0- System 3Ac1-2 0-0*System3Ao-1-2 215 224 439 986 19,014 6,729' 25,743 16,745, 1,400' 1,400 1,400 0* bbnblabon 966, 1,979. 2,945 6,321 Zone 1 _! t -- 986 18,048 4,750, 22,798; 10,424; 1,4001 1,400,- 1,400' 3-Room 3 ! 986; 18,048 4,750, 22,798' 10,424; 1,400; 1,400 1,400 12-0* --- - --- - - --- - -- - -- - - - - - -- -- ------ -- - -- - -- - -- - - - -- ---- - --- -- ---- --- -- - System 4Ac-2-1 3.60: 4.07;' 523; 2,130i 36,640, 6,540, 43,179! 34,6461 2,000; 2,000 2,000; 0* Menblabon 1,569 3,216' 4,786; 10,271 i - - - - - -- - - - - -- --- -- - - - - - - - Supply Duct Latent 1,131 1,131 ReturnDuct - 1,117 275 1,392 0' Zone 1 i 2,130, 33,953; 1,917• 35,870' 24,375' 2,000,• 2,000 2,000; - - -- - --- -- - -- -- - 1-Room 4_ � i 2,130: 33,953- - 1,917� 35,870;^ '24,3751_-2,000' 2,000 2,0001 16-0* W.\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM J Rhvac-Residential&Light Commercial WAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 'w Oceanside, NY 11572 Page 6 System 1 - Ac-8-1 - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 30,000-- 25,000-- 20,000-- M 0,00025,00020,000m 15,000 C� co a� M - 10,000 5,000 97.4% Diff. from Avg. (1,353 Btuh Excursion) 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 97.4%. AED Excursion (amount by which peak exceeds 1.3 x average): 1,353 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. W-\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads' Elite Software Development,Inc. D'Antonio Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue, N Y 11935 ", Oceanside, NY 11572 r Page 7 System 2 - Ac-1-1 - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 40,000-- 30,000--, 0,00030,000 s m 20,000 C� m m 10,000 82.4% Diff. from Avg. (2,608 Btuh Excursion) 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass ® 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 82.4%. AED Excursion (amount by which peak exceeds 1.3 x average): 2,608 Btuh Definition* A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM • Rhvac-Residential'A Light Commercial HVAC Loads Elite Software,Development,Inc. D'Antonio Consulting Engineers ® 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside,"NY 11572 r Page 8 System 3 - Ac-1-2 - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 30,000-- 25,000-- 20,000-- .E 0,00025,00020,000 r - m 15,000-- 0 m m 10,000-- 21.0% 0,00021.0% Diff. from Avg. 5,000 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM HAS ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 21.0%. AED Excursion (amount by which peak exceeds 1.3 x average): 0 Btuh Definition: A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,'lnc. D'Antonio Consulting Engineers ® 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 . Page 9 System 4 - Ac-2-1 - Adequate Exposure Diversity Test Test For Adequate Exposure Diversity 50,000-- 40,000-- 30,000-- CU 0,00040,00030,000CU 0 mi a 20,000-- 40.5% Diff. from Avg. (937 Btuh Excursion) 10,000-- 0 0,0000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm / Average Glass / 1.3 x Average / Hourly Glass Gain / Hourly Total Net Sensible Gain Glass Gain Gain Over 12 Hours AED Calculation Summary --- SYSTEM DOES NOT HAVE ADEQUATE EXPOSURE DIVERSITY. --- System is on N, E, S, W rosette. Peak load exceeds 12-hour average load by 40.5%. AED Excursion (amount by which peak exceeds 1.3 x average): 937 Btuh Definition, A system has adequate exposure diversity if the peak-hour glass load for the entire conditioned space does not exceed the average glass load for the entire conditioned space by more than 30 percent. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac-"Residential 8r Light Commercial`HVAC Loads, Elite Software Development,a9M D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 1 Oceanside, NY 11572 ' Pag System 1 - Ac-8-1 - Psychrometric Chart RC Room Condition OC Outdoor Condition LC Leaving Coil Condition ECC Entering Coil Condition SD Supply Duct Gain DTF Draw Through Fan Sensible Gain RD Return Duct Gain MIX Mixed Air Point RML Return Misc Latent ML Supply Misc Latent RMS Return Misc Sensible MS Supply Misc Sensible HRV Heat Recovery Ventilator 106�p gn7b �rY I I I -'I I -5- J IDIC 98 I � `I I ^ I V 1 I t 1 1 I• I 11 I � I � _ I 1 1• -t l I• L I I�, 1 1 F 9 1 I 1 1 5 1 __• �--r- -- ,-�^=r--r- =r--1--,'tr --r- rr; --r- J-Tr- ~• 6 1 Y'�1 I 5 1 1 ` I l l 1 I , 1` 1 1 1•� I , 84 I'___J__L__ it/b --- - - -fit• 1 - - -- -'.` --- - - --71,-=1 1 - ---- ,l t l _ 1 -� ' ay/, �,o P`t• ' _ ,•.'•1 '^It 11 1 lT� ' 70 L J'' _ _ 3♦1,--T1. r1fk^-,1I1,�- 5-,- ,,-`-*',•��I T , � -�C�- ' o-�Iti- - -�-c�-*`•ti..r11'--1r -1I i, `-_'-rIi~=`ri1.-Ir'5.��II-,- - yti ,^�_S�`J_^Fi�-mo�I i-_- _--�_yfJ,� _ --s LIC 1_=4 i ,LC ' ROI - _ 56- _ � l 1 -{--1 -i- _ 1 a • 1 �Y I I •1 I , '1 I f .y T I L'•'1 , ,'S,^' S 1 1 „1 _ 1 ,^�'1�, 1 1 • I I`+. a v l I _ __ _ __ ___ _1_} _ _�J�1 _,J_x __I_ ''•aL y_`!i __ .,�____ '�T_,_ _ __1l-T"ti�_-T--`IC-1-- r'�TI-- _ `__r__ , ` ^� , " I^M1, `� J• ^.1 _ I ' ^�I l 1 1^^hl `I I I •I,, `I `a -• 5 1 ,I I 1 _`"`Y ___ '.,_1 _i_4 ^^ rTy}�v t____;4a�1_^�_ __q"~_; __1 __ •i__5Tr�` 44-___.'__ �J ;�-t�^)k f; ' 1 yr +; - ` ` L I~ `•�}1 'I - _1` l 1 �~-' _ =' 4 ` ~�- „�'+ '^ - , X14 �__` `� t_ -e _'-a' '-_ '_L-'•-'--i--1� � - `I.`�=•�,-w=- -�- , , - I P'�-� ^=r.- -'M1�o 1 I' [s� -"�, � . 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D'Antono Consulting Engineers , 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Pie 11 System 2 - Ac-1-1 - Psychrometric Chart RC Room Condition OC Outdoor Condition LC Leaving Coil Condition ECC Entering Coil Condition SD Supply Duct Gain DTF Draw Through Fan Sensible Gain RD Return Duct Gain MIX Mixed Air Point RML Return Misc Latent ML Supply Misc Latent RMS Return Misc Sensible MS Supply Misc Sensible HRV Heat Recovery Ventilator 10'6 grub t `•1 Qmgy�(+y�� 'oc- ! 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D'Antonio-Consulting Engineers 9820'Nassau Point Rd, Cutchogue, N Y 11935_ Oceanside, NY 1.1572 Im Page 12, System 3 - Ac-1-2 - Psychrometric Chart RC Room Condition OC Outdoor Condition LC Leaving Coil Condition ECC Entering Coil Condition SD Supply Duct Gain DTF Draw Through Fan Sensible Gain RD Return Duct Gain MIX Mixed Air Point RML Return Misc Latent ML Supply Misc Latent RMS Return Misc Sensible MS Supply Misc Sensible HRV Heat Recovery Ventilator 106 grub I' r//, 98 7_ tai'_ ___ -,]I-- ''--_ __ _ __ ,__L 7'•Y __J_ �y__ __ _ _ 1 1 r--r- r-Tr- ' 1 , 1 7. -1 Xl---1, 84 r_+1 _T_'.L_ __ _wtiS.., L_'_ J_L_J_ .t__J_J _L_J__L____J__L__ hL�}. +I.3/� 44l1 I p�biti -�T`M1 i I , _ ; 1L 151`` ` I• t'41 5t• ' �I _ !V A 1 1,�l I+ -'r 1 .1 J �" -I •y! l , 1 iAIJ i I , J ry ` _J _ __J__RoJ__ __ ,aJ L_ t=� t'Ty _J�v • -1--''' 1-_t - m - J-- -1- _ -CI'+-T--r 1 --1-;7'=.-rSS I__ __ �,-- -1Ih T�1 ECC I I I I : 56 I _ 1 L--J-- T^^'ti-_ •t -1--,v- _J4_- yl , ',J y_• '1`�-_l .rvti_I_ __I,_T _T-- R_I-- Y,TI-_ '.Z I-- °_L__� I I 1 +�I 4 rr,l 1 •l I r 'I+l y L 1 ---_ -- _t 4`{_--_y',r�_y Tom__ --{-"1--��'•^-_ --I.: a y y ay J t r'4 42 J�J7 x•.11` { ' ,! t'1�+ - r '+ ' L `(- ~' '+L ` I I 1 `'1M1 I,1 t+ 11 I` ,1 5 1 l 1 tl --y�--.��-r' --'•c,-,-"C'M1, i d_ �-r1-->rL r -r- - --T,-�--- - --- "' ' �I _ ' � ' ' OM1= 1 I 1+•1 I ll, L ' -"--T - }.._'T-- �- r-^.r- •-.7 --L I1` 1. -- - ^_•-- --r--y-�str-'-- - - - -- -- -y-- 28 ' �-- - =r,i= r.,=-r= , -, .R T. 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D'Antonio Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue, N Y 11935 Oceanside, NY 11572 r Page 13 System 4 - Ac-2-1 - Psychrometric Chart RC Room Condition OC Outdoor Condition LC Leaving Coil Condition ECC Entering Coil Condition SD Supply Duct Gain DTF Draw Through Fan Sensible Gain RD Return Duct Gain MIX Mixed Air Point RML Return Misc Latent ML Supply Misc Latent RMS Return Misc Sensible MS Supply Misc Sensible HRV Heat Recovery Ventilator 10'6 grAb YEi OC' 93 84 r n -I L'_ __ _ L_• I _` -- _J__L^-- I y l `t 1 1 1 f 1 I , I 1 I � o\ ,`�-- -' - ---�..�-- --1y:2--r --r-a- �--1-- 4r�-l--i-•l: --r-- - ((�� 1• I II •�I 1 - I 11 ^F 1 1 I I + _ (1L.,__I•r_ -•J�'.�.Jlt_ _ _y__n_yi __ �..�_ __I_-� __ 1_f_y__ r _ __ W alp (y(�Olm 7() J:•'l_J L _ '__J__R J__ __ J L_J ECC. - -; - w - --- -- { RCRD*. l LC 1h t55 , �!,+ , +� "~,� �.•L, J`Y -- _ --T'n•.W__ t--1--,T- `'�'`+_ -'�y- ,--I-- -'_ l --1+ •T..-1- _-'•--II-T�` _'1--'141-- f-:TI-- - --r-- , 1 9-L +1 r .1 a 1 1�. 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D'Antonio Consulting Engineers ® 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside,NY 11572 r Page 14 Project Bill of Materials Unit Unit Req. Qty. Unit Mab. Shop Field Total Total Part No. Description Qty Unit Mat Cost Labor Labor Labor Cost Cost Hours Hours Cost Ductwork Accessories L ' � S'ubtotat-DuctwodcAccessories �EI= $0.00 == • $D:00 =$0.00 �iHVACEquipment' Jr � - _�C Subtotal'-HVAC Equipment � � -------- ----------------------------- - — ------------------------------------------------------------- ------ --- ----------------- Grand Total $0.00 $0.00 $0.00 W'\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,I539 "D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue, N Y 11 Oceanside, NY 11572 Page Total Building Summary Loads Component Area Sen Lat Sen Total Description _ Quan'_ Loss. Gain ' 'Gain Gain, window. Glazing-window, u-value 0.33, SHGC 0.29 842.3 20,016 0 24,362 24,362 TEMPERED GLASS. Door-TEMPERED GLASS 43.5 1,034 0 316 316 11J: Door-Metal- Fiberglass Core 20.6 892 0 273 273 WALL-EXT: Wall-Frame, Custom, 2x6 5086.1 13,806 0 1,669 1,669 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 2129.7 4,907 0 4,498 4,498 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-30 insulation 22C-5ph-t. Floor-Slab on grade, Horizontal board 95 8,659 0 0 0 insulation extends 4' under slab, tile covering, R-5 insulation, passive, heavy moist soil Subtotals for structure- 49,314 0 31,118 31,118 People: 30 6,000 6,900 12,900 Equipment: 1,459 12,919 14,378 Lighting- 9388 32,013 32,013 Ductwork: 0 1,406 6,864 8,270 Infiltration. Winter CFM- 336, Summer CFM- 312 36,923 9,420 4,595 14,015 Ventilation: Winter CFM: 380, Summer CFM- 380 30,023 9,402 4,587 13,989 Exhaust: Winter CFM: 670, Summer CFM. 670 AED Excursion: 0 0 4,898 4,898 Total Building Load Totals: 116,260 27,687 103,894 131,581 `Check Fi ures Total Building Supply CFM: 5,800 CFM Per Square ft.- 0.972 Square ft. of Room Area: 5,968 Square ft. Per Torr 477 Volume (ft3)- 23,758 gildingLoads Total Heating Required Including Ventilation Air: 116,260 Btuh 116.260 MBH Total Sensible Gain- 103,894 Btuh 79 % Total Latent Gain: 27,687 Btuh 21 % Total Cooling Required Including Ventilation Air: 131,581 Btuh 10.97 Tons (Based On Sensible+ Latent) 12.51 Tons (Based On 75% Sensible Capacity) Notes, Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 16 Building Pie Chart Floor 7% Roof 4% Ventilation 26% Wall 12% Building Loss 116,260 Btuh Glass 17% Door 2% Infiltration 32% Roof 3% AED Excursion 4% Wall 1 /o Ventilation 11% Glass 19% Infiltration 11% Building Door 0% Gain 131 ,581 Btuh People 10% Ductwork 6% Equipment 11% Lighting 24% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 ' Oceanside, NY 11572 Page 17 Building Bar Graph 40,000 30,000 Building 20,000 Loss 116,260 Btuh 10,000 0 Floor 7% Wall 12% Door 2% Ventilation 26% Roof 4% Glass 17% Infiltration 32% 40,000 30,000 Building 20,000 Gain 131 ,581 Btuh 10,000 o Roof 3% Glass 19% People 10% Lighting 24% Infiltration 11% AED Excursion 4% Wall 1% Door 0% Equipment 11% Ductwork 6% Ventilation 11% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ® 9820 Nassau Point Rd, Cutchogue,,N Y 11935 ` Oceanside, NY 11572 r Page 18 S stem 1 Ac-8-1 Summary Loads Component „- Area Sen Lat Sen Total, Description_ Quan ° Loss-,` Gain Gain -Gain l window: Glazing-window, u-value 0.33, SHGC 0.29 80.4 1,911 0 2,492 2,492 TEMPERED GLASS- Door-TEMPERED GLASS 43.5 1,034 0 316 316 WALL-EXT: Wall-Frame, Custom, 2x6 824.6 2,239 0 270 270 22C-5ph-t. Floor-Slab on grade, Horizontal board 95 8,659 0 0 0 insulation extends 4' under slab, the covering, R-5 insulation, passive, heavy moist soil Subtotals for structure: 13,843 0 3,078 3,078 People- 4 800 920 1,720 Equipment: 179 3,253 3,432 Lighting: 4140 14,117 14,117 Ductwork: 0 0 0 0 Infiltration. Winter CFM. 52, Summer CFM. 27 4,090 666 325 991 Ventilation: Winter CFM: 90, Summer CFM: 90 7,111 2,227 1,086 3,313 Exhaust. Winter CFM: 90, Summer CFM: 90 AED Excursion- 0 0 1,353 1,353 System 1 Ac-B-1 Load Totals: 25,044 3,872 24,133 28,004 Check Figures Supply CFM: 1,200 CFM Per Square ft.. 0.869 Square ft. of Room Area. 1,381 Square ft. Per Ton- 515 Volume (ft'): 12,425 S stem Loads _ - Total Heating Required Including Ventilation Air: 25,044 Btuh 25.044 MBH Total Sensible Gain: 24,133 Btuh 86 % Total Latent Gain: 3,872 Btuh 14 % Total Cooling Required Including Ventilation Air- 28,004 Btuh 2.33 Tons (Based On Sensible+ Latent) 2.68 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9.36 AM Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 19 System 2 Ac-1-1 Summary Loads i Component Area Sen Lat Sen Total Descri tion Quan Loss = Gain TM Gain Gain window- Glazing-window, u-value 0.33, SHGC 0.29 216.3 5,140 0 5,763 5,763 11 J: Door-Metal- Fiberglass Core 20.6 892 0 273 273 WALL-EXT: Wall-Frame, Custom, 2x6 1506.1 4,087 0 494 494 Subtotals for structure: 10,119 0 6,530 6,530 People- 2 400 460 860 Equipment: 951 5,867 6,818 Lighting: 1219 4,157 4,157 Ductwork. 0 0 0 0 Infiltration: Winter CFM: 296, Summer CFM: 292 23,386 7,216 3,520 10,736 Ventilation: Winter CFM. 80, Summer CFM: 80 6,321 1,979 966 2,945 Exhaust Winter CFM: 370, Summer CFM- 370 AED Excursion. 0 0 2,608 2,608 System 2 Ac-1-1 Load Totals: 39,826 10,546 24,108 34,654 Check�Fi ures Supply CFM: 1,200 CFM Per Square ft.: 0.815 Square ft. of Room Area: 1,472 Square ft. Per Ton: 419 Volume (ft'): 14,229 System Loads Total Heating Required Including Ventilation Air- 39,826 Btuh 39.826 MBH Total Sensible Gain: 24,108 Btuh 70 % Total Latent Gain, 10,546 Btuh 30 % Total Cooling Required Including Ventilation Air: 34,654 Btuh 2.89 Tons (Based On Sensible+ Latent) 3.52 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 20� I System 3 Ac-1-2 Summary Loads Component Area - Sen Lat Sen -Total Description Quan Loss `Gain Gain Gain window. Glazing-window, u-value 0.33, SHGC 0.29 203 4,823 0 5,905 5,905 WALL-EXT: Wall-Frame, Custom, 2x6 907.6 2,464 0 297 297 Subtotals for structure: 7,287 0 6,202 6,202 People. 20 4,000 4,600 8,600 Equipment- 239 1,357 1,596 Lighting: 1654 5,640 5,640 Ductwork: 0 0 0 0 Infiltration- Winter CFM: 40, Summer CFM: 21 3,137 511 249 760 Ventilation. Winter CFM: 80, Summer CFM: 80 6,321 1,979 966 2,945 Exhaust: Winter CFM: 80, Summer CFM- 80 System 3 Ac-1-2 Load Totals: 16,745 6,729 19,014 25,743 Check Figures, Supply CFM. 1,400 CFM Per Square ft.- 1.420 Square ft. of Room Area- 986 Square ft. Per Ton: 439 Volume (ft'): 9,529 System Loads ` Total Heating Required Including Ventilation Air. 16,745 Btuh 16.745 MBH Total Sensible Gain. 19,014 Btuh 74 % Total Latent Gain: 6,729 Btuh 26 % Total Cooling Required Including Ventilation Air: 25,743 Btuh 2.15 Tons (Based On Sensible+ Latent) 2.24 Tons (Based On 75% Sensible Capacity) Notes . Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as budding use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers- 9820 Nassau Point Rd, Cutchogue, N Y,11935 Oceanside, NY 11572 Page 21 System 4 Ac-2-1 Summary Loads Component Area Sen: Lat Sen Total Description Quan". Loss Gain Gain Gain window. Glazing-window, u-value 0.33, SHGC 0.29 342.6 8,142 0 10,202 10,202 WALL-EXT: Wall-Frame, Custom, 2x6 1847.8 5,016 0 608 608 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 2129.7 4,907 0 4,498 4,498 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material, Any Roof Color, R-30 insulation Subtotals for structure: 18,065 0 15,308 15,308 People: 4 800 920 1,720 Equipment. 90 2,442 2,532 Lighting- 2375 8,099 8,099 Ductwork: 0 1,406 6,864 8,270 Infiltration. Winter CFM. 80, Summer CFM: 42 6,310 1,027 501 1,528 Ventilation: Winter CFM- 130, Summer CFM. 130 10,271 3,216 1,569 4,786 Exhaust: Winter CFM: 130, Summer CFM: 130 AED Excursion. 0 0 937 937 System 4 Ac-2-1 Load Totals: 34,646 6,540 36,640 43,179 `Check Figures- Supply i ures Supply CFM- 2,000 CFM Per Square ft.: 0.939 Square ft. of Room Area: 2,130 Square ft. Per Ton: 523 Volume (ft'): 19,167 System Loads Total Heating Required Including Ventilation Air- 34,646 Btuh 34.646 MBH Total Sensible Gain: 36,640 Btuh 85 % Total Latent Gain- 6,540 Btuh 15 % Total Cooling Required Including Ventilation Air: 43,179 Btuh 3.60 Tons (Based On Sensible+ Latent) 4.07 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9.36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 22 System 1 Ac-B-1 Pie Chart Ventilation 28% Floor 35% System 1 Ac-B-1 Loss 25,044 Btu Infiltration 16% Wall 9% Glass 8% Door 4% Glass goWall 1% AED Excursion 5% Door 1% Ventilation 12% People 6% Infiltration 4% System 1 Equipment 12% Ac-B-1 Gain 28,004 Btu Lighting 50% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. _ D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 23 System 2 Ac-1-1 Pie Chart Wall 10% Ventilation 16% Glass 13% System 2 Door 2% Ac-1-1 Loss 39,826 Btu Infiltration 59% Wall 1% AED Excursion 8% Glass 17% Ventilation 8% Door 1% System People 2% 2 Ac-1-1 Gain 34,654 Btu Equipment 20% Infiltration 31% Lighting 12% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 24 System 3 Ac-1-2 Pie Chart Wall 15% Ventilation 38% System 3 Ac-1-2 Loss 16,745 Glass 29% Btu Infiltration 19% Wall 1% Ventilation 11% Glass 23% Infiltration 3% System 3 Ac-1-2 Lighting 22% Gain 25,743 Btu People 33% Equipment 6% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 25 System 4 Ac-2-1 Pie Chart Roof 14% Ventilation 30% System Wall 14% 4 Ac-2-1 Loss 34,646 Btu Glass 24% Infiltration 18% Roof 10% AED Excursion 2% Ventilation 11% Wall 1% Infiltration 4% System 4 Glass 24% Ac-2-1 Ductwork 19% Gain 43,179 Btu People 4% Equipment 6% Lighting 19% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 26 System 1 Ac-B-1 Bar Graph 10,000 8,000 System 6,000 1 Ac-B-1 Loss 4,000 25,044 Btu 2,000 0 Floor 35% Glass 8% Infiltration 16% Wall 9% Door 4% Ventilation 28% 15,000 10,000 System 1 Ac-B-1 Gain 28,004 5,000 Btu AJM _ --- 0 Wall 1%a Door 1% Equipment 12% Infiltration 4% AED Excursion 5% Glass 9% People 6% Lighting 50% Ventilation 12% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 27 System 2 Ac-1-1 Bar Graph 25,000 20,000 System 15,000 2 Ac-1-1 Loss 10,000 39,826 Btuh 5,000 0 Wall 10% Door 2% Ventilation 16% Glass 13% Infiltration 59% 15,000 10,000 System 2 Ac-1-1 Gain 34,654 5,000 Btu 0 Wall 1% Door 1% Equipment 20% Infiltration 31% AED Excursion 8% Glass 17% People 2% Lighting 12% Ventilation 8% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 28 System 3 Ac-1-2 Bar Graph 8,000 6,000 System 3 Ac-1-2 4,000 Loss 16,745 Btuh 2,000 0 Wall 15% Glass 29% Infiltration 19%Ventilation 38% 10,000 8,000 System 6,000 3 Ac-1-2 Gain 4,000 25,743 Btuh 2,000 Ar 0 Wall 1% People 33% Lighting 22% Ventilation 11% Glass 23% Equipment 6% Infiltration 3% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers % 9820 Nassau Point Rd.. Cutchogue, N Y 11935 Oceanside, NY 11572 Page 29 System 4 Ac-2-1 Bar Graph 15,000 10,000 System 4 Ac-2-1 Loss 34,646 5,000 Btu 0 Roof 14% Glass 24% Ventilation 30% Wall 14% Infiltration 18% 15,000 10,000 System 4 Ac-2-1 Gain 43,179 5,000 Btu h 0 Roof 10% Glass 24% Equipment 6% Ductwork 19% Ventilation 11% Wall 1% People 4% Lighting 19% Infiltration 4% AED Excursion 2% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac=Residential&LightCommercial HVAC Loads = _� 'Elite Spftuvare_De'velopment,'Inc:" D'Antonio Consulting Engineers '' �9820'Nassau Point Rd,=Cutch'ogue, N Y.,11935, Oceanside, NY 1157.2 Equipment Data - System 1 - Ac-8-1 Cooling System Type: Standard Air Conditioner Outdoor Model: 24ACB736A*031 Indoor Model: C(A,C,D,E)42B34+TDR Tradename: ASPEN Outdoor Manufacturer: CARRIER AIR CONDITIONING Indoor Manufacturer: ASPEN MANUFACTURING AHRI Reference No.. 8792226 Capacity, 36000 Efficiency: 17.5 SEER This system's equipment was selected in accordance with ACCA Manual S Manual S equipment sizing data- SODB: 83F, SOWB. 71 F, WODB: OF, SIDB: 72F, SIRH. 50%, WIDB- 72F, Sen. gain: 24,133 Btuh, Lat. gain- 3,872 Btuh, Sen. loss: 25,044 Btuh, Entering clg. coil DB- 72.9F, Entering clg. coil WB: 61.1F, Entering htg. coil DB: 66.6F, Clg. coil TD: 20F, Htg. coil TD: 20F, Req. clg. airflow: 1050 CFM, Req. htg. airflow. 817 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads = Elite,Software Development,'Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside,NY 11572 Page 31 Equipment Data - System 2 - Ac-1-1 Cooling System Type: Standard Air Conditioner Outdoor Model: CA15NA048****A Indoor Model: C(R,S)60B34+TDR Tradename: ASPEN Outdoor Manufacturer: CARRIER AIR CONDITIONING Indoor Manufacturer- ASPEN MANUFACTURING AHRI Reference No.: 8749031 Capacity: 42000 Efficiency: 16 SEER This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: OF, SIDB: 72F, SIRH: 50%, WIDB: 72F, Sen. gain: 24,108 Btuh, Lat. gain, 10,546 Btuh, Sen. loss: 39,826 Btuh, Entering clg. coil DB: 72.8F, Entering clg. coil WB: 61 F, Entering htg. coil DB. 67.2F, Clg. coil TD: 20F, Htg. coil TD: 20F, Req. clg. airflow: 1054 CFM, Req. htg. airflow: 1527 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau-Point Rd, Cutchogue, N Y 1,1935- Oceanside, NY 11572 Page 32 Equipment Data - System 3 - Ac-1-2 Cooling System Type. Standard Air Conditioner Outdoor Model 24ACB736A*031 Indoor Model: C(A,C,D,E)42B34+TDR Tradename: ASPEN Outdoor Manufacturer- CARRIER AIR CONDITIONING Indoor Manufacturer: ASPEN MANUFACTURING AHRI Reference No.- 8792226 Capacity: 36000 Efficiency: 17.5 SEER This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data- SODB- 83F, SOWB: 71 F, WODB: OF, SIDB: 72F, SIRH. 50%, WIDB: 72F, Sen. gain: 19,014 Btuh, Lat. gain: 6,729 Btuh, Sen. loss: 16,745 Btuh, Entering clg. coil DB- 73.1F, Entering clg. coil WB: 61.217, Entering htg. coil DB- 67.9F, Clg. coil TD- 20F, Htg. coil TD: 20F, Req. clg. airflow: 822 CFM, Req. htg. airflow: 475 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac-Residential,&Light Commercial HVAC Loads`,,",-, .,' r ` ¢`EliteAoftware Development,`Inc. D'Antonio Consultir g,Engirleers ti _ 9820 Naseau'PomtRd,Cutchogue, N,Y,11935 Oceanside, NY' 11572 ° Page 33, Equipment Data - System 4 - Ac-2-1 Cooling System Type Standard Air Conditioner Outdoor Model: 24ACB760A**30 Indoor Model. C(R,S)60B34+TDR Tradename- ASPEN Outdoor Manufacturer: CARRIER AIR CONDITIONING Indoor Manufacturer: ASPEN MANUFACTURING AHRI Reference No.. 8663426 Capacity: 60000 Efficiency: 16.5 SEER This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB- 83F, SOWB' 71 F, WODB' OF, SIDB- 72F, SIRH. 50%, WIDB: 72F, Sen. gain' 36,640 Btuh, Lat. gain' 6,540 Btuh, Sen. loss: 34,646 Btuh, Entering clg. coil DB: 73.3F, Entering clg. coil WB. 61.1F, Entering htg. coil DB. 67.3F, Clg. coil TD' 20F, Htg. coil TD: 20F, Req. clg. airflow. 1547 CFM, Req. htg. airflow: 1111 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-`Residential',&Light COmmercialWAC Loads'' _ .° Elite*Software Development;Inc, D'Antomo,Consulting'Enginee"rs _ ®� .9820,Nassau,Point'Rd,Cutchogue, N Y 1'•1;935, lgceanside,NY`11572 -Page 34 Manual S Performance Data - System 1 - Ac-8-1 LOadS'and D2SI n ConditiOC1Sr z '�«�,. Outdoor Dry Bulb: 0 Sensible Gain 24.133 Outdoor Wet Bulb: 71 Latent Gain: 3.872 Indoor Dry Bulb. 72 Total Gain: 28.004 Indoor RH: 50 Load SHR: 0.86 Supply Airflow. 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 E' ui men`t,Ferforrriance`�Data at S stem-'Desi n Conditions ' ° � This system's equipment was selected in accordance with ACCA Manual S. Model Type. Standard Air Conditioner, Model: 24ACB736A*031+C(A,C,D,E)42B34+TDR, Nominal Capacity: 36.000, Manufacturer CARRIER AIR CONDITIONING Interpolation Results: Percent Load of Load Sensible Capacity- 0.000 24.133 0% Latent Capacity. 0.000 3.872 0% Total Capacity- 0.000 28.004 0% i I I W-\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac-Residential&LighfCoinmercial HVAC Loads' "°,'.:,' Elite Software, Development; D'Antonio Consulting Engineers _ •9820~Nassau P,omt,Rd,Cutchogue, N Y 1.1935 Oceanside, NY 11572 ` �� -Pa a 35 Manual S Performance Data - System 2 - Ac-14 Loads°eridDesi n,,Condifions Outdoor Dry Bulb: 0 Sensible Gain. 24.108 Outdoor Wet Bulb- 71 Latent Gain- 10.546 Indoor Dry Bulb. 72 Total Gain: 34.654 Indoor RH: 50 Load SHR: 0.70 Supply Airflow. 0 Entering Dry Bulb- 0 Entering Wet Bulb: 0 E ui ment'Perform8nce Data`8tr "64 m Design''Conditionsr This system's equipment was selected in accordance with ACCA Manual S. Model Type. Standard Air Conditioner, Model. CA15NA048****A+C(R,S)60B34+TDR, Nominal Capacity: 42.000, Manufacturer- CARRIER AIR CONDITIONING Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 24.108 0% Latent Capacity: 0.000 10.546 0% Total Capacity: 0.000 34.654 0% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhyac-Residential,&LightCommercial HVAC Loads.,-.,, ;; Elite Software Development;Inc: -D'Antonio Consulting Engineers " ;` s; - `9820 Nassau;PointRd, Cutchogue,°N Y,41935 -"Oceanside, NY'11572. LEaj6 36 Manual S Performance Data - System 3 - Ac-1-2 Outdoor Dry Bulb: 0 Sensible Gain: 19.014 Outdoor Wet Bulb: 71 Latent Gain. 6.729 Indoor Dry Bulb, 72 Total Gain: 25.743 Indoor RH. 50 Load SHR: 0.74 Supply Airflow: 0 Entering Dry Bulb- 0 Entering Wet Bulb. 0 E ui'rrien't'Fen`ormance"Data atS` stein;Desin`Conditions� This system's equipment was selected in accordance with ACCA Manual S. Model Type: Standard Air Conditioner, Model: 24ACB736A*031+C(A,C,D,E)42B34+TDR, Nominal Capacity: 36.000, Manufacturer: CARRIER AIR CONDITIONING Interpolation Results: Percent Load of Load Sensible Capacity. 0.000 19.014 0% Latent Capacity: 0.000 6.729 0% Total Capacity. 0.000 25.743 0% W\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM -Rhvac-Residential'&Light Corrimercial-HVAC Loads - , Elite.Software"Development,•Inc.'" D'Antonio Consulting,Engineers r _ '9820 Nassau,Point Rd,Cutchogue, N Y 1:1935' O'ceariside, NY 1 1'572 _ Page 37, Manual S Performance Data - System 4 - Ac-2-1 Loadsand,DeslgrfCondition " Outdoor Dry Bulb: 0 Sensible Gain: 36.640 Outdoor Wet Bulb- 71 Latent Gain: 6.540 Indoor Dry Bulb 72 Total Gain- 43.179 Indoor RH- 50 Load SHR 0.85 Supply Airflow: 0 Entering Dry Bulb- 0 Entering Wet Bulb. 0 .E ur Hien Perfo n - q, p, t r ance=Data at System Desrgn,Condrtrons- •.8 This system's equipment was selected in accordance with ACCA Manual S. Model Type, Standard Air Conditioner, Model: 24ACB760A**30+C(R,S)60B34+TDR, Nominal Capacity: 60.000, Manufacturer. CARRIER AIR CONDITIONING Interpolation Results: Percent Load of Load Sensible Capacity. 0.000 36.640 0% Latent Capacity: 0.000 6.540 0% Total Capacity: 0.000 43.179 0% W-\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac-Resid'ential-&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau,Point-Rd, Cutchogue,'N Y 11935 Oceanside,,NY 11572 Page 38 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 27,000 .. . ... ...... . ... ...... .. .. .... ... . ... ... . . .... .. .. . . ....... . . 26,000 . .. .. . . . . . . ... . . . . .. . . . .. . .. .. .. . . . .. . .. .. .. . . . . 25,000 ..... ... . . .... . . . .. . . .. . ... ..... ... . .. .... . L 7 w m C d Z 24,000 . . . ... . . . . ... . . .. .. . .. . .. . .. . . . . ... . .. . .. .. . . .. . .. . . .. ... . . . .. . . . . ... . . .. . . . . . . . 23,000 .. . .... .... . . . . ..... . . ... . ... ... .. .... . .... 22,000- 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day Room 1 (101/6) ,Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. W\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 I Oceanside, NY 11572 Page 39 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 36,000 .. . .... ... ... . .... . . ... . .... . ..... .. .. . .... . .. . .... .. ..... ......... .... 35,0001 ... . . .... .. . . . . ..... ... 34,000 . .. ... ..... . . . . . .. .. .. ... . . .. .. .. . . . . .. .. . .. .. . . .. ... . . .. . . ... .. . 33,000 .. . . .. .. .. . .. ... 32,000 . ..... . . . . ..... . . .. . . .. . . .. . . . ..... . . .. . .. . . . . . . . . . . . L w M C L7 z 31,000 . .. . . ..... .. .... . .. . . ... . .. . . . . .. ... . . . .. .. . . ..... . ..... . .... . . . . . . .. . . . .. . 30,000 . .. .... . . .... . ... . . . ..... . . .... . . . . . .... .. . . ..... . . . .... 29,000 . . .... . ... . . ... . . .... . . . . .. . . . . . . . .. . . . . ..... . . ..... ... .. . . . . . . . . . . . 28,000 ... . ... . . . . ... . . . . .. ... . .. . .. .. . ... . .. . .... . . .. . . . . . . .. . I 27,000 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day Room 2(181/6) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,IRC. D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue,N Y 11935 "Oceanside, NY 11572 Pace_40 System 3 - Hourly Room Net Gain System 3 Hourly Room Net Gain 23,400 ... ... ... . .. ....... . .. 23,300 23,200 ... .... . . . . .. ..... . .... .. . . . ...... . . ... . . . .... ..... . . .. .. . .. . .. .. ... . .. .. ....... ..... 23,100- 23,000-- ... ... ... ... ... .... . . . 22,900 . . . . . . ... . . . . .. . . . . . . . . .. . . . . .. . .. . . .. . . . . . . . . . . . . . . 22,800 . . . ... . . .. .. ... . . ... . ... . . . ..... .. . . ..... .. .... . ..... .. ..... . . .. 22,700 . . ... .. . . . . .. .. . . ..... . 22,600 . .. . . ... .. .... .. ... .. . . ..... . . .. . . . . .. .. .. . .. . . . .. .. . . ..... . . .... .. ... .. .. . .... . .. 22,500 .. ... . ... . ... .. . . .... . . ..... . . .. . .. . . . . ..... . .... . . . .. .. .. .. 22,400_ . ...... ... ... ..... . .. . . 22,300 . .. . ... .. .... .. .. . ... .. . .... .. ... . . . ... ..... . ... ........ ..... r m22,200 .. ... . ... . . .. . . . . . .. . . . .. .. . . .. .. . . . . . . . .. . . . .. . . . . . . .. .. . . ... . . . . .. . . ... .. c 223100 . .. ..... ... .. ... ....... .. . . .. . ... .. .. .... ..... ..... . . . . .. ... .. . z 22,000 .. . . . .. . .. .. . . . . .... . . .. ... . 21,900 . .... ..... . . .. . ..... . . ... .. . .. .. . ...... . . ..... . . .... . ... .. .. .. .. . . . .. 21,800 .. . . ... . .... . . .. . . . . ... .. . . .. ... . . . . . .. .. . . ... .. . . .. . .. . ... . . . . ... . . . . . . . 21,700 ...... . . . . .... . ...... . ... . . . . .. . ...... ... 21,600 . . . . ... . . .. . . . . . . . . .. . . . . .. .. . ... . . .. 21,500 ... . .. ... .. ... . . .... . . ..... .. . .... . ..... . .. . ... . ..... . . .... . .... . . ... .. . .. .. .. . 21,400 .. .... . . .... . ...... . . .... . 21,300 ... . .. . . ... . ... ... . . ..... . . 21,200 --- .... . . ..... .. ..... . ..... . ....... . . ..... . . . . .. . . .. .. ..... .. ... . .. . . . . .. .... ... .. .. 21,100 . ... . .. .. . . . . . .. ... .. .. .. . .. .. . . . . ... .. . . .... . . .. ... . ..... ... .. . . . . . . . .. . 21,000 .. .. . ... . ... .... . . . ..... . . .... . .... . ... . ... ... .... . 20,900 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day —0— Room 3(261%) Note. Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. b'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 41 System 4 - Hourly Room Net Gain System 4 Hourly Room Net Gain 39,000 .. .. . .. . ..... . .. . . .. . . ... . ... . .. 38,000 . ... . ... .. . . ..... . 37,000 . . .. ... . . .. . .... . . .. . . .. .. . .. .. ... . . . . .. . . . . ... .. . . . .... . . . 36,000 . ...... .... .. .. .. .. .. . .. . . ..... . .... . . ... .. .. .... . .. ... . .. ... ... . s CO c35,000 .. ... . ... .... ... ..... ....... .. ...... .... . c� d z 34,000 ... . ...... .... ... . ....... . .... . . .... . . .... .. . . ..... .. ..... . ... .... . . ..... . .. . . .. . 33,000--- . . .. . . . . . ... ... . .. . . .. .. . .. .. . . .. .. .. . .. .. 32,000 ... . . ... . . .. ... . .. ... . . .. ...... .. 31,000- 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day —� Room 4(28%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC LoadsElite Software Develoomeht,Inc. D'Antonio Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue, N Y 11935 ,Oceanside, NY 11572 System 1, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component' y Area, Sen. Lat 7 Sen Total Descri tion Quan ' •Loss Gain Gain" 'Gain window- Glazing-window, u-value 0.33, SHGC 0.29 80.4 1,911 0 2,492 2,492 TEMPERED GLASS. Door-TEMPERED GLASS 43.5 1,034 0 316 316 WALL-EXT: Wall-Frame, Custom, 2x6 824.6 2,239 0 270 270 22C-5ph-t. Floor-Slab on grade, Horizontal board 95 8,659 0 0 0 insulation extends 4' under slab, tile covering, R-5 insulation, passive, heavy moist soil Subtotals for structure: 13,843 0 3,078 3,078 People: 4 800 920 1,720 Equipment- 179 3,253 3,432 Lighting: 4140 14,117 14,117 Ductwork: 0 0 0 0 Infiltration- Winter CFM: 52, Summer CFM: 27 4,090 666 325 991 System 1, Zone 1 Load Totals: 17,933 1,645 23,046 24,691 Check Figures' _ Supply CFM: 1,200 CFM Per Square ft.: 0.869 Square ft. of Room Area: 1,381 Square ft. Per Ton: 626 Volume(ft'): 12,425 Zone Loads _ Total Heating Required: 17,933 Btuh 17.933 MBH Total Sensible Gain: 23,046 Btuh 93 % Total Latent Gain: 1,645 Btuh 7 % Total Cooling Required. 24,691 Btuh 2.06 Tons (Based On Sensible+ Latent) 2.21 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting,Engineers 9820 Nassau Point Rd,.Cutchogue, N Y 11935 Oceanside, NY 11572 Page 43 System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area Sen ,Lat ; Sen- . Total Description Quan Loss Gain Gain Gain window: Glazing-window, u-value 0.33, SHGC 0.29 216.3 5,140 0 5,763 5,763 11 J: Door-Metal- Fiberglass Core 20.6 892 0 273 273 WALL-EXT: Wall-Frame, Custom, 2x6 1506.1 4,087 0 494 494 Subtotals for structure: 10,119 0 6,530 6,530 People: 2 400 460 860 Equipment: 951 5,867 6,818 Lighting: 1219 4,157 4,157 Ductwork. 0 0 0 0 Infiltration- Winter CFM: 296, Summer CFM: 292 23,386 7,216 3,520 10,736 System 2, Zone 1 Load Totals: 33,505 8,567 23,142 31,709 Check Figures .. . Supply CFM: 1,200 CFM Per Square ft.: 0.815 Square ft. of Room Area. 1,472 Square ft. Per Ton- 454 Volume(ft'): 14,229 Zone.Loads ' Total Heating Required: 33,505 Btuh 33.505 MBH Total Sensible Gain: 23,142 Btuh 73 % Total Latent Gain: 8,567 Btuh 27 % Total Cooling Required: 31,709 Btuh 2.64 Tons (Based On Sensible+ Latent) 3.24 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W.\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac'-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting,Engineers_ - 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572" �Pa a 44 System 3, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component " Area , ' Sen" Lat`° Sen Total' Descri tionQuan' Loss Gain Gain Gain -- window: Glazing-window, u-value 0.33, SHGC 0.29 203 4,823 0 5,905 5,905 WALL-EXT. Wall-Frame, Custom, 2x6 907.6 2,464 0 297 297 Subtotals for structure: 7,287 0 6,202 6,202 People- 20 4,000 4,600 8,600 Equipment: 239 1,357 1,596 Lighting: 1654 5,640 5,640 Ductwork: 0 0 0 0 Infiltration: Winter CFM- 40, Summer CFM: 21 3,137 511 249 760 System 3, Zone 1 Load Totals: 10,424 4,750 18,048 22,798 Check Figures Supply CFM. 1,400 CFM Per Square ft.- 1.420 Square ft. of Room Area: 986 Square ft. Per Ton 495 Volume (ft'): 9,529 Zone•Loads Total Heating Required: 10,424 Btuh 10.424 MBH Total Sensible Gain- 18,048 Btuh 79 % Total Latent Gain: 4,750 Btuh 21 % Total Cooling Required: 22,798 Btuh 1.90 Tons (Based On Sensible+ Latent) 1 99 Tons (Based On 75% Sensible Capacity) Notes, " Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.` D'Antonio Consulting Engineers ® 9820 Nassau Point Rd,Cutchogue, N Y 11935` Oceanside NY 11572 r Page 45 System 4, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component. - Area Sen L-at Sen .Total Description Quan Loss Gain `-Gain Gain window- Glazing-window, u-value 0.33, SHGC 0.29 342.6 8,142 0 10,202 10,202 WALL-EXT. Wall-Frame, Custom, 2x6 1847.8 5,016 0 608 608 16A-30: Roof/Ceding-Under Attic with Insulation on Attic 2129.7 4,907 0 4,498 4,498 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier, Any Roofing Material,Any Roof Color, R-30 insulation Subtotals for structure: 18,065 0 15,308 15,308 People: 4 800 920 1,720 Equipment: 90 2,442 2,532 Lighting- 2375 8,099 8,099 Ductwork: 0 0 5,746 5,746 Infiltration: Winter CFM: 80, Summer CFM 42 6,310 1,027 501 1,528 System 4, Zone 1 Load Totals: 24,375 1,917 33,953 35,870 Check Figures Supply CFM: 2,000 CFM Per Square ft. 0.939 Square ft. of Room Area: 2,130 Square ft. Per Ton: 681 Volume (ft'): 19,167 Zone Loads Total Heating Required: 24,375 Btuh 24.375 MBH Total Sensible Gain. 33,953 Btuh 95 % Total Latent Gain: 1,917 Btuh 5 % Total Cooling Required: 35,870 Btuh 2.99 Tons (Based On Sensible+ Latent) 3.13 Tons (Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9*36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 46 System 1, Zone 1 Pie Chart Infiltration 23% System 1 , Zone Floor 48% 1 Door 6% Loss 17,933 Btu Glass 11% Wall 12% oWall 1% AED Excursion 5% Glass 10% Infiltration 4% Door 1% People 7% System 1 , Zone 1 Equipment 14% Gain 24,691 Btu Lighting 57% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 47 System 2, Zone 1 Pie Chart Wall 12% System Glass 15% 2, Zone 1 Loss 33,505 Door 3% Btu Infiltration 70% Wall 2% AED Excursion 8% Glass 18% Door 1% System People 3% 2, Zone 1 Infiltration 34% Gain 31 ,709 Btuh Equipment 22% Lighting 13% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. - D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside,NY 11572 Page 48 System 3, Zone 1 Pie Chart Wall 24% Infiltration 30% System 3, Zone 1 Loss 10,424 Btu Glass 46% Wall 1% Infiltration 3% Glass 26% Lighting 25% System 3, Zone 1 Gain 22,798 Btu Equipment 7% People 38% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 49 System 4, Zone 1 Pie Chart Roof 20% Infiltration 26% System 4, Zone 1 Loss 24,375 Btu Wall 21% Glass 33% AED Excursion 3% Roof 13% Infiltration 4% Wall 2% Ductwork 16% System 4, Zone 1 Gain 35,870 Glass 28% Btu Lighting 23% ° People 5% Equipment 7% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 50 System 1, Zone 1 Bar Graph 10,000 8,000 System 6,000 1 , Zone 1 Loss 4,000 17,933 Btu h 2,000 man 0 Floor 48% Glass 11% Infiltration 23% Wall 12% Door 6% 15,000 10,000 System 1 , Zone 1 Gain 24,691 5,000 Btu AAM 0 - - Wall 1% Door 1% Equipment 14% Infiltration 4% Glass 10% People 7% Lighting 57% AED Excursion 5% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 51 System 2, Zone 1 Bar Graph 25,000 20,000 System 15,000 2, Zone 1 Loss 10,000 33,505 Btu 5,000 0 Wall 12% Glass 15% Door 3% Infiltration 70% 15,000 10,000 System 2, Zone 1 Gain 31 ,709 5,000 Btuh 0 Wall 2% Door 1% Equipment 22% Infiltration 34% Glass 18% People 3% Lighting 13% AED Excursion 8% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 52 System 3, Zone 1 Bar Graph 5,000 4,000 System 3,000 3, Zone 1 Loss 2,000 10,424 Btu 1 ,000 0 Wall 24% Glass 46% Infiltration 30% 10,000 8,000 System 6,000 3, Zone 1 Gain 4,000 22,798 Btu h 2,000 0 Wall 1% People 38% Lighting 25% Glass 26% Equipment 7% Infiltration 3% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads ® Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 53 System 4, Zone 1 Bar Graph 10,000 8,000 System 6,000 4, Zone 1 LOSS 4,000 24.375 Btuh l 2,000 0 Roof 20% Wall 21% Glass 33% Infiltration 26% 15,000 10,000 System 4, Zone 1 Gain 35,870 5,000 Btuh Roof 13% Glass 28% Equipment 7% Ductwork 16% AED Excursion 3% Wall 2% People 5% Lighting 23% Infiltration 4% W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac"Residential&Light-Commercial HVAC Loads Elite Software Development,Inc. :D'Antonio Consulting Engineers ® 9820 Nassau Pomt,Rd, Cutchogue;,N Y 11935 .r Oceanside, NY 11572 Page 54 Detailed Room Loads - Room 4 - Room 1 (Average Load Procedure) General _ --� -� Calculation Mode: Htg. &clg. Occurrences, 1 i Room Length: n/a System Number: 1 Room Width, n/a Zone Number: 1 Area: 1,380.5 sq.ft. Supply Air: 1,200 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.8 AC/hr Volume: 12,425 cu.ft. Req.Vent. Clg. 0 CFM Number of Registers: 10 Actual Winter Vent.: 90 CFM Runout Air, 0 CFM Percent of Supply.. 7 % Actual Summer Vent.: 90 CFM Percent of Supply 7 % Actual Winter Infil.: 52 CFM Actual Summer Infil.: 27 CFM Item Area -U Htg Sen, Clg Lat. Sen: Description QuantityValue HTM Loss HTM' 'Gain -Gain S-Wall-WALL-EXT 25.7 X 10 256.7 0.038 2.7 697 0.3 0 84 W-Wall-WALL-EXT 48.2 X 10 357.9 0.038 2.7 972 0.3 0 117 N -Wall-WALL-EXT 21 X 10 210 0.038 2.7 570 0.3 0 69 W-Door-TEMPERED GLASS 6 X 43.5 0.330 23.8 1,034 7.3 0 316 7.2 W-GIs-window shgc-0.29 0%S 20.6 0.330 23.8 490 31.0 0 639 W-GIs-window shgc-0.29 0%S 41.4 0.330 23.8 985 31.0 0 1,285 W-GIs-window shgc-0.29 0%S 9.2 0.330 23.8 218 31.0 0 284 W-GIs-window shgc-0.29 0%S 9.2 0.330 23.8 218 31.0 0 284 Floor-22C-5ph 95 ft..Per. 95 1.266 91.2 8,659 0.0 0 0 Subtotals for Structure: 13,843 0 3,078 Infil.- Win.: 51.8, Sum., 26.9 949 4.312 4,090 0.343 666 325 Ductwork: 0 0 AED Excursion: 1,353 People: 200 Iat/per, 230 sen/per, 4 800 920 Equipment: 179 3,253 Lighting: 4,140 14,117 Room Totals: 17,933 1,645 23,046 Equipment Cooling Load's " Continuous w Continuous Output = Output Average Percent Sensible Latent Sensible Latent In-Use Used Load, Load Item Name Btuh Btuh:. Output perHour` Btuh' Btuh. Coffee maker-brewer 1331 717 100 25 333 179 Color television 683 0 100 100 683 0 Color television 683 0 100 100 683 0 Vented clothes dryer- 10 1707 0 50 50 427 0 percent to space Clothes washing machine- 205 0 50 50 51 0 10 percent to space Computer and monitor 1536 0 35 100 538 0 Computer and monitor 1536 0 35 100 538 0 Total 3253 179 i W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac-Residential'&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers `r 9820 N'a'ssau Point Rd,Cutchogue, N Y 11935 Oceanside, NY�11572 Page 55 Detailed Room Loads - Room 2 - Room 2 (Average Load Procedure) General _ Calculation Mode. Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width- n/a Zone Number 1 Area: 1,472.0 sq.ft. Supply Air. 1,200 CFM Ceiling Height: 9.7 ft. Supply Air Changes 5.1 AC/hr Volume: 14,229 cu.ft. Req.Vent. Clg. 0 CFM Number of Registers: 10 Actual Winter Vent.: 80 CFM Runout Air: 0 CFM Percent of Supply.: 7 % Actual Summer Vent.: 80 CFM Percent of Supply. 7 % Actual Winter Infil. 296 CFM Actual Summer Infil.: 292 CFM Item Area -U- Htg Sen Cig; Lat" Sen Description " Quantity, -Value HTM, Loss ° HTM 'Gain-° " ',Gain N -Wall-WALL-EXT 21.2 X 10 211.7 0.038 2.7 575 0.3 0 69 W-Wall-WALL-EXT 9.7 X 10 73.3 0.038 2.7 199 0.3 0 24 N -Wall-WALL-EXT 27.8 X 10 250 0.038 2.7 678 0.3 0 82 E-Wall-WALL-EXT 15.4 X 10 153.5 0.038 2.7 417 0.3 0 50 N -Wall-WALL-EXT 6.1 X 10 60.6 0.038 2.7 164 0.3 0 20 E-Wall-WALL-EXT 5.5 X 10 34 0.038 2.7 92 0.3 0 11 S-Wall-WALL-EXT 6.1 X 10 49.5 0.038 2.7 134 0.3 0 16 E-Wall-WALL-EXT 3.8 X 10 38.2 0.038 2.7 104 0.3 0 13 S-Wall-WALL-EXT 25.8 X 10 246.6 0.038 2.7 670 0.3 0 81 E-Wall-WALL-EXT 19.1 X 10 191 0.038 2.7 518 0.3 0 63 W-Wall-WALL-EXT 34 X 10 197.5 0.038 2.7 536 0.3 0 65 E-Door-11 J 3 X 7 20.6 0.600 43.2 892 13.2 0 273 W-GIs-window shgc-0.29 0%S 4.1 0.330 23.8 97 31.0 0 126 W-GIs-window shgc-0.29 0%S 20 0.330 23.8 475 31.0 0 620 N -GIs-window shgc-0.29 100%S 9 0.330 23.8 213 9.3 0 83 N -GIs-window shgc-0.29 100%S 10.3 0.330 23.8 244 9.3 0 95 N -GIs-window shgc-0.29 100%S 8.3 0.330 23.8 198 9.2 0 77 S-GIs-window shgc-0.29 0%S 11.2 0.330 23.8 267 15.6 0 175 S-GIs-window shgc-0.29 0%S 10.9 0.330 23.8 258 15.6 0 169 W-GIs-window shgc-0.29 0%S 90.3 0.330 23.8 2,146 31.0 0 2,798 W-GIs-window shgc-0.29 0%S 52.3 0.330 23.8 1,242 31.0 0 1,620 Subtotals for Structure: 10,119 0 6,530 Infil.. Win.. 296.0, Sum.: 291.6 1,743 13.417 23,386 2.020 7,216 3,520 Ductwork: 0 0 AED Excursion- 2,608 People- 200 lat/per, 230 sen/per: 2 400 460 Equipment: 951 5,867 Lighting: 1,219 4,157 Room Totals: 33,505 8,567 23,142 J_Equip Bent Cooling Loads ' Continuous Continuous" Output Output Average Percent Sensible'_ '° Latent Sensible "'Latent In-Use Used Load Load Item Name Btuh Btuh 'Output , er Hobr Btuh Btuh Coffee maker-brewer 1331 717 100 25 333 179 Toaster 3532 392 100 10 353 39 Dishwasher 4096 1433 100 25 1024 358 Microwave 4949 1732 75 25 928 325 Refrigerator or freezer- 12 700 0 100 100 700 0 cubic feet Ceiling fan 250 0 100 100 250 0 Plant-medium 0 20 100 100 0 20 W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9.36 AM IR hvac-Residential&•Light Commercial_HVAC Loads, Elite Software Development,Inc. -D'Antonio Consulting Engineers ,. 9820 Nassau'Point'Rd, Cutchogue,.N Y 1.1935 Oceanside, NY 11572 r Page 56 Detailed Room Loads - Room 2 - Room 2 (Average Load Procedure) (cont'd) ' 'Continuous ° " Continuous Output Output Average Percent Sensible 'Latent, Sensible Latent ; In-Use Used Load Load, Item Name" ' ' Btuh Btuh Output -_ er Hour Btuh Btuh Computer and monitor 1536 0 35 100 538 0 Stereo 375 0 100 100 375 0 Color television 683 0 100 100 683 0 Color television 683 0 100 100 683 0 Cooking range with hood- 0 0 100 100 0 0 four burners on high heat Plant-large 0 30 100 100 0 30 Total 5867 951 W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9 36 AM Rhvac-Residential&Light Commeecial,HVAC Loads _ - F- Y'. Elite,Software'Developmentjnc. 'D'Antonio Consulting Engineers "' ' . 9820 Nassau Point Rd, Cutchogue N Y 11935 'Oceanside,_NY 11572 ` Page 57 Detailed Room Loads - Room 3 - Room 3 (Average Load Procedure) General s Calculation Mode` Htg.&clg. Occurrences. 1 Room Length. n/a System Number: 3 Room Width. n/a Zone Number 1 Area, 985.7 sq.ft. Supply Air: 1,400 CFM Ceiling Height: 9.7 ft. Supply Air Changes- 8.8 AC/hr Volume: 9,529 cu.ft. Req.Vent. Clg 0 CFM Number of Registers: 12 Actual Winter Vent.. 80 CFM Runout Air: 0 CFM Percent of Supply.: 6 % Actual Summer Vent.` 80 CFM Percent of Supply: 6 % Actual Winter Infil.: 40 CFM Actual Summer Infil.` 21 CFM :Cat ;°>`" S6n� Descri tion: x, Qiranti Velue'' 'y HTM i°' =Loss. °' HTM :Gain£' � .Gairi t E-Wall-WALL-EXT 23.1 X 10 156.5 0.038 2.7 425 0.3 0 51 N -Wall-WALL-EXT 7 X 10 70 0.038 2.7 190 0.3 0 23 E-Wall-WALL-EXT 16 X 10 139.2 0.038 2.7 378 0.3 0 46 S-Wall-WALL-EXT 16.2 X 10 162.5 0.038 2.7 441 0.3 0 53 W-Wall-WALL-EXT 5.9 X 10 46.5 0.038 2.7 126 0.3 0 15 S-Wall-WALL-EXT 28.7 X 10 261.6 0.038 2.7 710 0.3 0 86 W-Wall-WALL-EXT 14.1 X 10 71.3 0.038 2.7 194 0.3 0 23 E-GIs-window shgc-0 29 0%S 48.2 0.330 23.8 1,146 31.0 0 1,495 E-GIs-window shgc-0.29 0%S 26.6 0.330 23.8 633 31.0 0 826 E-GIs-window shgc-0.29 0%S 10.4 0.330 23.8 247 31.0 0 322 E-GIs-window shgc-0.29 0%S 10 0.330 23.8 238 31.0 0 310 W-GIs-window shgc-0.29 0%S 12.6 0.330 23.8 299 31.0 0 390 S-GIs-window shgc-0.29 0%S 25 0.330 23.8 594 15.6 0 389 W-GIs-window shgc-0.29 0%S 70.1 0.330 _ 23.8 1,666 31.0 0 2,173 Subtotals for Structure. 7,287 0 6,202 Infil.: Win.. 39.7, Sum.: 20.6 1,111 2.825 3,137 0.224 511 249 Ductwork: 0 0 People 200 lat/per, 230 sen/per 20 4,000 4,600 Equipment. 239 1,357 Lighting- ------- --- ------ 1,654 -- - - --- -- --5,640 Room Totals` 10,424 4,750 18,048 E ui nient`Co'olin 'Loads Contihuous .Continuous` m �` Output - Output _ Averages. Percent-' Sensible; Latent � , Sensible - Latent In-Uses-=, Used' Load Load Item Name. " F Btuh Btuh a0ut ut e,Hour', -° .8tuh' Btufa Laser printer 512 0 100 100 512 0 Laser printer 512 0 100 100 512 0 Coffee maker-brewer 1331 717 100 25 333 179 Plant-large 0 30 100 100 0 30 Plant-large 0 30 100 100 0 30 Total 1357 239 W:\.. \1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9.36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 58 Detailed Room Loads - Room 1 - Room 4 (Average Load Procedure) Generali _ Calculation Mode. Htg. &clg. Occurrences:_ 1 Room Length: n/a System Number. 4 Room Width. n/a Zone Number: 1 Area: 2,129.7 sq.ft. Supply Air. 2,000 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.3 AC/hr Volume: 19,167 cu.ft. Req.Vent. Clg. 0 CFM Number of Registers: 16 Actual Winter Vent.. 130 CFM Runout Air: 0 CFM Percent of Supply.- 7 % Actual Summer Vent.: 130 CFM Percent of Supply: 7 % Actual Winter Infil.. 80 CFM Actual Summer Infil.: 42 CFM Item _"Area" =U- Htg Sen" Clg ,_ Lat" Sen Description Quanta - -"Value HTM Loss "HTM Gain Gain N -Wall-WALL-EXT 20.9 X 10 209.2 0.038 2.7 568 0.3 0 69 W-Wall-WALL-EXT 9.9 X 10 87.5 0.038 2.7 238 0.3 0 29 N -Wall-WALL-EXT 14.2 X 10 141.7 0.038 2.7 385 0.3 0 46 E-Wall-WALL-EXT 9.9 X 10 85.2 0.038 2.7 231 0.3 0 28 N -Wall-WALL-EXT 3.6 X 10 35.8 0.038 2.7 97 0.3 0 12 E-Wall-WALL-EXT 14.7 X 10 136.3 0.038 2.7 370 0.3 0 45 S-Wall-WALL-EXT 1.1 X 10 10.8 0.038 2.7 29 0.3 0 4 E-Wall-WALL-EXT 23.2 X 10 159.4 0.038 2.7 433 0.3 0 52 N -Wall-WALL-EXT 7 X 10 70 0.038 2.7 190 0.3 0 23 E-Wall-WALL-EXT 16.1 X 10 136.7 0.038 2.7 371 0.3 0 45 S-Wall-WALL-EXT 16.1 X 10 151.9 0.038 2.7 412 0.3 0 50 W-Wall-WALL-EXT 5.9 X 10 49 0.038 2.7 133 0.3 0 16 S-Wall-WALL-EXT 24 X 10 222.2 0.038 2.7 603 0.3 0 73 S-Wall-WALL-EXT 4.5 X 10 45.2 0.038 2.7 123 0.3 0 15 W-Wall-WALL-EXT 48 X 10 306.8 0.038 2.7 833 0.3 0 101 W-GIs-window shgc-0.29 0%S 11.3 0.330 23.8 269 31.0 0 350 E-GIs-window shgc-0.29 0%S 6.6 0.330 23.8 158 31.1 0 206 E-GIs-window shgc-0.29 0%S 6.6 0.330 23.8 158 31.1 0 206 E-GIs-window shgc-0.29 0%S 5.2 0.330 23.8 124 31.1 0 162 E-GIs-window shgc-0.29 0%S 5.2 0.330 23.8 124 31.1 0 162 E-GIs-window shgc-0.29 0%S 72.8 0.330 23.8 1,729 31.0 0 2,255 E-GIs-window shgc-0.29 0%S 12.1 0.330 23.8 287 31.0 0 375 E-GIs-window shgc-0.29 0%S 12.1 0.330 23.8 287 31.0 0 375 S-GIs-window shgc-0.29 0%S 9 0.330 23.8 214 15.5 0 140 W-GIs-window shgc-0.29 0%S 10.5 0.330 23.8 250 31.0 0 326 S-GIs-window shgc-0.29 0%S 9 0.330 23.8 214 15.5 0 140 S-GIs-window shgc-0.29 0%S 9 0.330 23.8 214 15.5 0 140 W-GIs-window shgc-0.29 0%S 69 0.330 23.8 1,640 31.0 0 2,138 W-GIs-window shgc-0.29 0%S 56.8 0.330 23.8 1,350 31.0 0 1,761 W-GIs-window shgc-0.29 0%S 35.5 0.330 23.8 844 31.0 0 1,101 W-GIs-window shgc-0.29 0%S 11.8 0.330 23.8 280 30.9 0 365 UP-Ceil-16A-30 2129.7 X 1 2129.7 0.032 2.3 4,907 2.1 0 4,498 Subtotals for Structure: 18,065 0 15,308 Infil.: Win.: 79.9, Sum.: 41.5 2,190 2.881 6,310 0.229 1,027 501 Ductwork. 0 5,746 AED Excursion- 937 People: 200 lat/per, 230 sen/per: 4 800 920 Equipment: 90 2,442 Lighting: 2,375 8,099 Room Totals. 24,375 1,917 33,953 E 'ui ment Cooling Loads W-\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Lidht Commercial HVAC Loads'. P Elite Software,Development,Inc. D'Antonio Consulting Engineers _ ® 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 _ P.age.59 Detailed Room Loads - Room 9 - Room 4 (Average Load Procedure) (cont'd) Continuous Continuous . Output output -Averagb Percent Sensible : L'atent' Sensible Latent In-Use. Used Load ; Load` Item Name Btuh Btuh _` ' Out ut" _ er'Hour Btuh Btuh° Plant-large 0 30 100 100 0 30 Plant-large 0 30 100 100 0 30 Plant-large 0 30 100 100 0 30 Computer and monitor 1536 0 35 100 538 0 Computer and monitor 1536 0 35 100 538 0 Color television 683 0 100 100 683 0 Color television 683 0 100 100 683 0 Total 2442 90 W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. D'Antonio Consulting Engineers ■ 9820 Nassau Point Rd, Cutchogue, N Y 11935 Oceanside, NY 11572 Page 60 Room Cooling_and Heating Loads Bar Graphs Room 1 Cooling Room 2 I Room 3 Heating Room 4 i i 0 10,000 20,000 30,000 40,000 Btuh W. ...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac -Residential&Light Commercial HVAC Loads Elite Software Development, Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd. Cutchogue, N Y 11935 Oceanside, NY 11572 Page 61 Room Cooling Loads Bar Graphs Room 1 Sensible Room 2 Room 3 Latent Room 4 0 10,000 20,000 30,000 40,000 Btuh W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC_Loads, Elite,Software,Development,Inc. D'Antonio Consulting Engineers. 9820 Nassau Point Rd, Cutchogue, NY 11935 - Oceanside, NY 11572 Page_62 System 1 Room Load Summary Htg "_ Min Run Run - Cl g ' Clg Min Act• Room _ Area, " Sens Htg Duct Duct Sens Lat Clg Sys No Name SF `Btuh ``. CFM-. . Size _ Vel 'Btuh' Btuh °- CFM ,CFM, ---Zone 1--- 4 Room 1 1,381 17,933 817 10-0 0 23,046 1,645 1,050 1,200 Ventilation 7,111 1,086 2,227 System 1 total 1,381 25,044 817 24,133 3,872 1,050 1',200 Coolin ,S stem mary �C'ooling Sensible/Latent Sensible Latent, Total TonsT -_ SlitBtuh Btuh Btuh,, Net Required: 2.33 86%/14% 24,133 3,872 28,004 Recommended: 2.68 75%/25% 24,133 8,044 32,177 Actual: 3.00 75%/25% 27,000 9,000 36,000 [Equipment-Data " Heating System Cooling System Type: None Standard Air Conditioner Model: 24ACB736A*031 Indoor Model: C(A,C,D,E)42B34+TDR Brand: ASPEN Efficiency: 0 17.5 SEER Sound. 0 0 Capacity: 0 Btuh 36000 Btuh Sensible Capacity n/a 27,000 Btuh Latent Capacity: n/a 9,000 Btuh AHRI Reference No.: n/a 8792226 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data. SODB- 83F, SOWB: 71 F, WODB. OF, SIDB: 72F, SIRH: 50%, WIDB: 72F, Sen. gain: 24,133 Btuh, Lat. gain. 3,872 Btuh, Sen. loss. 25,044 Btuh, Entering clg. coil DB: 72.917, Entering clg. coil WB: 61.1F, Entering htg. coil DB: 66.6F, Clg. coil TD: 20F, Htg. coil TD: 20F, Req. clg. airflow: 1050 CFM, Req. htg. airflow: 817 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads."', " Elite Software Development,Inc: D'Antonio Consulting Engineers, x .' 9820 Nassau,Point Rd,,Cutchogue N Y,11'935e Oceanside,',.NY,11572 Page 63" System 2 Room Load Summary '-Run Runge `'r"Clg` °„ =C(g °Min' Act, Room ,;< �� Are'a=- ,'Sens .Htg=rs '�D`u6t; -,.,� `Duct` `'��Sens ` .,;, -La Clg " Sys .No �Nainex ",Btuh �CFM`��.r`�- `Size',`��` .Bfuti'� ---Zone 1--- 2 Room 2 1,472 33,505 1,527 10-0 0 23,142 8,567 1,054 1,200 Ventilation 6,321 966 1,979 System 2 total 1,472 39,826 1,527 24,108 10,546 1,054 1,200 ,. Coolin System:Summary z -" ,xp .x:.� . ° ;,; ; Sensible/Latent s Sensible Latent ' ' `,Total Net Required: 2.89 70%130% 24,108 10,546 34,654 Recommended: 3.52 75%/25% 31,639 10,546 42,185 Actual. 3.50 75%/25% 31,500 10,500 42,000 Heatin4 System Cooling System Type: None Standard Air Conditioner Model: CA15NA048****A Indoor Model: C(R,S)60B34+TDR Brand- ASPEN Efficiency. 0 16 SEER Sound: 0 0 Capacity. 0 Btuh 42000 Btuh Sensible Capacity: n/a 31,500 Btuh Latent Capacity. n/a 10,500 Btuh AHRI Reference No.: n/a 8749031 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB- 71 F, WODB- OF, SIDB: 72F, SIRH. 50%, WIDB: 72F, Sen. gain: 24,108 Btuh, Lat. gain: 10,546 Btuh, Sen. loss: 39,826 Btuh, Entering clg. coil DB. 72.8F, Entering clg. coil WB: 61 F, Entering htg. coil DB: 67.2F, Clg. coil TD. 20F, Htg. coil TD: 20F, Req. clg. airflow 1054 CFM, Req. htg. airflow: 1527 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC"L0a Elite Software,Deve lopmen ,Inc. D'Antonio Consulting Engineers 9820 Nassau Point Rd, Cutcho ue, N Y 11935 Oceanside, NY 11572 ` Page,64 System 3 Room Load Summary Htg Min ';.!:Run..'N Rum ', CIO • Clg Min Act. Room Area "Sens Htg. Duct"---'. Duct Sens Lat CIO Sys No. Name.,,,- SF Btuh , CFM „ ; Size Vel -',,__,'Btuh, = Btuh , CFM, CFM ---Zone 1--- 3 Room 3 986 10,424 475 12-0 0 18,048 4,750 822 1,400 Ventilation 6,321 966 1,979 System 3 total 986 16,745 475 19,014 6,729 822 1,400 „CoolingSystem Summary-_-," Cooling Sensible/Latent Sensible Latent Total; Tons Split Btuh Btuh 'Btuh, Net Required- 2.15 74%/26% 19,014 6,729 25,743 Recommended: 2.24 75%/25% 20,188 6,729 26,917 Actual: 3.00 75%/25% 27,000 9,000 36,000 Equipment,Data Heating System Cooling System Type: None Standard Air Conditioner Model: 24ACB736A*031 Indoor Model: C(A,C,D,E)42B34+TDR Brand: ASPEN Efficiency: 0 17.5 SEER Sound: 0 0 Capacity: 0 Btuh 36000 Btuh Sensible Capacity. n/a 27,000 Btuh Latent Capacity: n/a 9,000 Btuh AHRI Reference No.: n/a 8792226 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: OF, SIDB: 72F, SIRH: 50%, WIDB- 72F, Sen. gain: 19,014 Btuh, Lat. gain: 6,729 Btuh, Sen. loss- 16,745 Btuh, Entering clg. cod DB: 73.1F, Entering clg. coil WB: 61.2F, Entering htg. coil DB: 67.9F, CIO. coil TD. 20F, Htg. coil TD: 20F, Req. clg. airflow: 822 CFM, Req. htg. airflow: 475 CFM W.\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac=Residential&Light Commercial HVAC Loads' " Elite Software'Development,Iric. D'Antonio Consulting Engineers 9820 Nassau Point Rd,Cutchogue, N Y 11935 !;Oceanside, NY 11,572 Pa a 65- System 4 Room Load Summary Htg.. Min, Run 'Run Clg'_ Clg, Min Act' Room Area ' Sens Htg Duct Duct , Sens' Lat Clg Sys No Name S_F, Btuh',`,. CFM •Size ; Vel' Btuh. Btuh "CFM ,.,CFM ---Zone 1--- 1 Room 4 2,130 24,375 1,111 16-0 0 33,953 1,917 1,547 2,000 Ventilation 10,271 1,569 3,216 Duct Latent 1,131 Return Duct 0 1,117 275 System 4 total 2,130 34,646 1,111 36,640 6,540 1,547 2,000 Cooling System Summary Cooling Sensible/Latent Sensible Latent- " ' Total 'Tons split,- -Btuh Btuh , Btuh, Net Required: 3.60 85%/ 15% 36,640 6,540 43,179 Recommended. 4.07 75%/25% 36,640 12,213 48,853 Actual- 5.00 75%/25% 45,000 15,000 60,000 Equipment Data Heating System Cooling System Type- None Standard Air Conditioner Model: 24ACB760A**30 Indoor Model: C(R,S)60B34+TDR Brand: ASPEN Efficiency: 0 16.5 SEER Sound: 0 0 Capacity. 0 Btuh 60000 Btuh Sensible Capacity: n/a 45,000 Btuh Latent Capacity: n/a 15,000 Btuh AHRI Reference No.: n/a 8663426 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB- OF, SIDB: 72F, SIRH- 50%, WIDB: 72F, Sen. gain: 36,640 Btuh, Lat. gain: 6,540 Btuh, Sen. loss: 34,646 Btuh, Entering clg. coil DB: 73.3F, Entering clg. coil WB: 61.1F, Entering htg. coil DB: 67.3F, Cig. coil TD: 20F, Htg. coil TD: 20F, Req. clg. airflow: 1547 CFM, Req. htg. airflow: 1111 CFM W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. _ D'Antonio Consulting Engineers �w 9820 Nassau Point Rd, Cutchogue, N Y 11935 P Oceanside, NY 11572 Radiant Floor Report Tubing Tubing Floor Supple- Radiant Floor Sens. Length Length Heat mental Room Description, Room Heat,, To Meet Jo Fill Output Heat Name Heat Out ut;Spacinq] Area Loss Load Room :''Btuh' Req'd' ----- System 1 Ac-B-1- ----- 4-Room 1 1/2" PEX in slab [25,9] 1,381 17,933 956 1,743 32,681 -14,748 System 1 Total: 1,381 17,933 956 1,743 32,681 -14,748 ----- System 2 Ac-1-1- ----- 2-Room 2 1/2" PEX Wirsbo [30,6] 1,472 33,505 2,234 2,792 41,887 -8,382 System 2 Total: 1,472 33,505 2,234 2,792 41,887 -8,382 ----- System 3 Ac-1-2: ----- 3-Room 3 1/2" PEX Wirsbo[30,6] 986 10,424 695 1,848 27,718 -17,294 System 3 Total- 986 10,424 695 1,848 27,718 -17,294 ----- System 4 Ac-2-1. ----- 1-Room 4 1/2" PEX Wirsbo [30,6] 2,130 24,375 1,625 4,077 61,151 -36,776 System 4 Total: 2,130 24,375 1,625 4,077 61,151 -36,776 Building Total: 5,968 86,237 5,510 10,460 163,437 -77,200 Notes Area values shown include only those rooms for which radiant floor properties have been entered. Sensible heat loss values on this report do not include losses associated with ductwork, ventilation, winter humidification or hot water piping. Tubing lengths include only the tubing that is part of the radiant floor panel itself and not the supply and return piping to and from the manifold. Tubing lengths are calculated from the Tubing Spacing input and an assumed installed coverage area that is based on a 6-inch offset from each wall around the perimeter of a rectangular room. The Floor Heat Output Btuh values shown are calculated with the assumption that the tubing is installed to fill the room at the given spacing. If the Supplemental Heat Required is negative, the radiant floor output exceeds the sensible loss of the room by the indicated amount, assuming that the tubing is installed to fill the room at the given spacing. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM -Rhvac-Reside'ntial&Light Commercial HVAC,L'"oads,' Elite Software Development,Inca D'Ant"onio,Consulting•Engineers - -9820,Nassau Point Rd;.Cutchogue,.N,Y 11935 ,jJOceanside, NY 11572 - Pade-67 Building Rotation Report All rotation degree values in this report are clockwise with respect to the project's original orientation. Building orientation as entered (zero degrees rotation)" Front door faces East At least one system with its System Air Type input set to Fixed was changed to Auto during the budding rotation. If you want to change this behavior uncheck the option on the General tab of the Select Reports dialog called"Always use Auto for System Air Type for Building Rotation Report." Individ al Rooms; . a .� `1.80. Rm. Rooin Rot: t. t. =Rohr°�� Rot ° rRotsRot. °Rot: . :r•' Duct �No. Name . „ °s aCF11A� System 1: Zone 1: 4 Room 1 "1,050 989 909 958 1,008 987 949 1,014 9--0 System 2: Zone 1: 2 Room 2 *1,527 1,527 1,527 1,527 1,527 1,527 1,527 1,527 13--0 System 3: Zone 1: 3 Room 3 *822 780 702 803 819 772 690 777 7--0 System 4: Zone 1: 1 Room 4 *1,551 1,416 1,260 1,414 1,500 1,424 1,295 1,476 13--0 * Indicates highest CFM of all rotations. Rotation" - _"Front-doo_r .. Supply�a _ Sensible" _ Cafent t'�.3-� 'Net-'_ Recommended De rees`_ Faces.` �� CFNJ Gain` Gain=r .Tons., To'n's`; 00 East „}*4,950 f *104,006 .a 27,712 10.98.r *12.52 45° Southeast 4,712 96,790 27,710 10.38 12.04 90° South 4,398 86,572 27,711 9.52 11.47 135° Southwest 4,701 94,974 27,712 10.22 11.96 180° West 4,853 99,691 27,709 10.62 12.29 2250 Northwest 4,709 95,966 27,713 10.31 12.06 270° North 4,461 89,403 *27,713 976 11 65 3150 Northeast 4,794 99,550 27,710 10.61 12.25 * Indicates highest value of all rotations. Rotation, Front�door�„ _ _ ;'Supply•,7 „Sensible. . P`°,a- Latent a , "Nets Recommended` '` s,'� De rees� ~«Faces "�� `-CFM:' ` ,`:v-,Gains°� `< . Gai��- _ . .r, �;Tonsu_7� Tons• 00 East *1,050 *24,133 *3,872 *2.33 *2.68 450 Southeast 989 22,801 3,872 2.22 2.53 90° South 909 21,031 3,872 2.08 2.34 135° Southwest 958 22,104 3,872 2.16 2.46 180° West 1,008 23,202 3,872 2.26 2.58 225° Northwest 987 22,739 3,872 2.22 2.53 270° North 949 21,914 3,872 2.15 2.43 315° Northeast 1,014 23,345 3,872 2.27 2.59 *Indicates highest value of all rotations. `aS'steni 2`, Rotation " Frorittdoor�.: , : _ 'Supply, Se � nsible= , ` ',Latent °Gain sr �:.;z;F °.�` t"Toris w': `'Toris�, `. ,x 0° East *1,527 *24,108 *10,546 *2.89T *3.52 W\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9"36 AM Rfivac-Residential&Light Commercial,HVAC'Load.s 72 ,"'. ;' Elite;Software-Development,Inc. D'Antonio,Consulting Engineer"s �� '9820 Nassau Pomf Rd, Cufchogue;N Y 11935 Oceanside, NY 11572 '° Page 68 Building Rotation Report (cont'd) j Rotation Front door` f Supply, Sensible` _ L-atent`a �� Net Recoirimeridetl, Degrees ,:Faces` CFM-` ' _,,Gain " Gain': ` -Tons ns' 45° Southeast 1,527 22,133 10,546 2.72 3.52 90° South 1,527 18,813 10,546 2.45 3.52 135° Southwest 1,527 20,549 10,546 2.59 3.52 1800 West 1,527 21,933 10,546 2.71 3.52 225° Northwest 1,527 21,360 10,546 2.66 3.52 270° North 1,527 20,257 10,546 2.57 3.52 3150 Northeast 1,527 23,080 10,546 2.80 3.52 *Indicates highest value of all rotations. S sterW3 �. � ;�= e y_ Rotation Front door` Supply Sensible Latent Nef., "Recommended, De rees' Faces gip: =_ CFM' - �' � `Gaina� ��, ;=Gain �� Tons-', ons 0° East *822 *19,014 � � *6,729 .r *2.15 *2.24 45° Southeast 780 18,084 6,729 2.07 2.24 900 South 702 16,370 6,729 1.92 2.24 135° Southwest 803 18,592 6,729 2.11 2.24 180° West 819 18,932 6,729 2.14 2.24 225° Northwest 772 17,903 6,729 2.05 2.24 2700 North 690 16,112 6,729 1.90 2.24 3150 Northeast 777 18,024 6,729 2.06 224 * Indicates highest value of all rotations. S stem 4,_ Rotatiorr Front°door S.upply�a 'Sensible �a _` Latenf"�" Net" Rec'omm nded De rees. Faces s- CFM'.° ,Gaid �� Gain�� `,Tons � .�Tons� 00 East *1,551*36,752 6,564 *3.61 *4.08 45° Southeast 1,416 33,773 6,563 3.36 3.75 90° South 1,260 30,357 6,564 3.08 3.37 135° Southwest 1,414 33,728 6,564 3.36 3.75 180° West 1,500 35,624 6,561 3.52 3.96 225° Northwest 1,424 33,964 6,566 3.38 3.77 270° North 1,295 31,120 *6,566 3.14 3.46 315° Northeast 1,476 35,101 6,562 3.47 3.90 * Indicates highest value of all rotations. W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday,August 7, 2018, 9:36 AM Rhvac-Residential&=Light Commercial HVAC LoadsElite Software Development;Inc,, D'Antonio Consulting-Engineers 9820 Nassau Point Rd;Outchogue, N Y11 935 .`Oceanside;NY 11572 Page 69 i Building Rotation Report (cont'd) Building Rotation Tonnage 13.0 .. ...... .. ...... .. ......... ..... .. .. ... . . . ... . . 12.0 . .. . . .. ... . . .. .. . ... . .. . .. . . . . ... . . ..... . . . . ...... . . . ... . . . N c O H � 11.0 . . .. . . .... . . .. ... . . . . ... .. . . . . .. .... . .. .. ... . . .. .... . . .... . . . . . . . . . . . . c_ 0 O V I 10.0 . .. . ... .... .. ... . . . ... . . ... . .. . .... . . .. .. ... . 9.0 East Southeast South Southwest West Northwest North Northeast Direction Front door Faces - Building Recommended Tonnage --�� Buildinq Net Tonnaqe W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9:36 AM s`Rhvac-Residential&Light Commerciaf HVAC Load , = Elite Software Development,Inc. D'Antonio Consulting Engineers " ® 9820 Nassau Point Rd, Cutchogue, N Y 11935 [,Oceanside, NY 11572 r Page'70 Building Rotation Report (cont'd) Building Rotation Hourly Net Gain 140,000_.. ... . ..... ..... ........ ..... . .. ... . "" ... 130,000-- ... r �• c M 0120,000- ••• ' .." . .... . .. . . . . z m - Eo m 110,000 . .. .. . .... 100,000- 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day f Front door faces East ®® Front door faces Southeast Front door faces South �–� Front door faces Southwest �— Front door faces West —�� Front door faces Northwest �>•� Front door faces North �— Front door faces Northeast W:\...\1726-9820 Nassau Pt Rd-manual J-08-03-18.rh9 Tuesday, August 7, 2018, 9.36 AM Project Information Project title. 9820 Nassau Point Rd, Cutchogue, N Y 11935 Designed by. Gaetano D'Antonio, P. E. Project date: August 7, 2018 Project comment: Client name: Evan Akselrad Architect/Engineer Client address: 16 Jay Street Client city New York, N Y 10013 Client phone: 917-689-0301 Client fax. Client comment: Company name: D'Antonio Consulting Engineers, P. C. Company representative: Gaetano D'Antonio, P. E. Company address: 30 West Waukena Avenue Company city: Oceanside, N. Y. 11572 Company phone: 516-594-4284 Company fax: 516-594-4287 Company comment. Item System 1 Air Handler Name Ac-B-1 Cooling Description Cooling Model Type Standard Air Conditioner Cooling Model Number 24ACB736A*031+C(A,C,D,E)42B34+TDR Cooling Capacity 36000 Cooling Efficiency 17.5 SEER AHRI Reference No. 8792226 Heating Description Heating Model Type Heating Model Number Heating Capacity 0 Heating Efficiency 0 Item System 2 Air Handler Name Ac-1-1 Cooling Description Cooling Model Type Standard Air Conditioner Cooling Model Number CA15NA048****A+C(R,S)60B34+TDR Cooling Capacity 42000 Cooling Efficiency 16 SEER AHRI Reference No. 8749031 Heating Description Heating Model Type Heating Model Number Heating Capacity 0 Heating Efficiency 0 Item System 3 Air Handler Name Ac-1-2 Cooling Description Cooling Model Type Standard Air Conditioner Coolin Model Number 24ACB736A*031+C(A,C,D,E)42B34+TDR Cooling Capaci 36000 Cooling Efficiency 17.5 SEER AHRI Reference No. 8792226 Heating Description Heating Model Type Heating Model Number Heating Capacity 0 Heating Efficiency 0 Item System 4 Air Handler Name Ac-2-1 _ Cooling Description Cooling Model Type Standard Air Conditioner Cooling Model Number 24ACB760A**30+C(R,S)60B34+TDR Cooling Capacity 60000 Cooling Efficienc 16.5 SEER AHRI Reference No. 8663426 1 Heating Description Heating Model Type Heating Model Number Heating Capacity 0 Heating Efficienc 0 Residential Plans Examiner . _ _ Form rm AcCK® _ _ • RIPER 1.01 � ca�da� • - • • • • • 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets) Yes❑ No❑X Mechanical License# or MAAE Form'(and supporting worksheets) Yes❑ No❑X OEM performance data(heating,cooling,blower) Yes❑ No❑X Building Plan# Sys. 1 Manual D Friction Rate Worksheet. Yes❑ No❑X Duct distribution system sketch, Yes❑ No❑X Home Address(Street or Lot#, Block, Subdivision) HVAC LOAD CALCULATION IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 of Orientation(Front door faces) East T North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 72 Btu/h Total heat loss 25044 Number of bedrooms 0 Summer Design Conditions Conditioned floor area 1380 Sq Ft Outdoor temperature 83 T Number of occupants 4 Indoor temperature 72 T Windows Roof Grains difference 36 L` Gr @50 % Rh Eave overhang depth 0 Ft Sensible heat gain 24133 Btu/h Internal shade <— Eave Latent heat gain 3872 Btu/h Blinds,drapes,etc Depth Window Total heat gain 28004 Btu/h Number of skylights 0 EQUIPMENTHVAC • 41 Heating Equipment Data CoolingEquipment Data Blower Data Equipment type Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM 1 200 CFM Model Model 24ACB736A*031 Cooling CFM 1200 CFM Heating output capacity Btu/h Sensible cooling capacity 27000 Btu/h Heat pumps-capacity at winter design outdoor conditions 9 0 0 0 Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 36000 Btu/h HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC, M1601.1) Design airflow, 1200 CFM Longest supply duct Ft Duct Materials Used(circle) Trunk Duct Duct board, Flex, Sheet metal, External Static Pressure(ESP) IWC Longest return duct Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board, Flex, Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)+TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed base d on the building plan lis ted above, .1 understand the claims made on,these formswill be subject toireviewand verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. ' If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program Residential ■ - ■ _ _ • Form ACCK® • - Design, • . • EquipmentRPER 1.01 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual A Form(and supporting worksheets) Yes❑ No❑X Mechanical License# or MJ1AE Form'(and supporting worksheets) Yes❑ No❑X OEM performance data(heating,cooling,blower): Yes❑ No❑X Building Plan# Sys.2 Manual D Friction Rate Worksheet Yes❑ No❑X Duct distribution system sketch. Yes❑ No❑X Home Address (Street or Lot#, Block, Subdivision) HVAC •A! CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 OF Orientation(Front door faces) East OF North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 72 Btu/h Total heat loss 39826 Number of bedrooms 0 Summer Design Conditions Conditioned floor area 1472 Sq Ft Outdoor temperature 83 OF Number of occupants 2 Indoor temperature 72 of Windows Roof Grains difference 36 L, Gr @50 % Rh Eave overhang depth 0 Ft Sensible heat gain 24108 Btu/h Internal shade Eave Latent heat gain 10546 Btu/h Blinds,drapes,etc Depth Window Total heat gain 34654 Btu/h Number of skylights 0 HVACEQUIPMENT • 41 Heating Equipment Data CoolingEtc moment Data Blower Data Equipment type Equipment type Standard Air Conditioner CFM Furnace,Heat pump,Boder,etc Air Conditioner,Heat pump,etc Heating CFM 12—0)_G Model Model CA15NA048****A Cooking CFM 1_200 CFM Heating output capacity Btu/h Sensible cooling capacity 31 500 Btu/h Heat pumps-capacity at winter design outdoor conditions 1 0 5 0 0 Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 42000 Btu/h HVAC • • 1 Design airflow 1200 CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct Duct board, Flex, Sheet metal, External Static Pressure(ESP) IWC Longest return duct. Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct Duct board, Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)-TEL Ideclare the load calculation, equipment sel- • and duct systemdesign were rigorously performed based onthe building • -• above, I understand th6 claim smad eon these forms will be�su bject to review land verification. Contractor's Printed Name Date Contractor's Signature Reserved for use byCounty,'Town, Municipality, or Authority having,juri,sdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions ' If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program ®�+ "Res'identiall Plans ExaminerReview • Form °��' `• • " - - • • . • Equipment, RPER 1.01 arca ,gcaraiasatar� 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual A Form(and supporting worksheets). Yes❑ No❑X Mechanical License# or MAAE Form'(and supporting worksheets) Yes❑ No 0 OEM performance data(heating,cooling,blower): Yes❑ No Q Building Plan# Sys.3 Manual D Friction Rate Worksheet Yes❑ No❑X Duct distribution system sketch Yes❑ No❑X Home Address(Street or Lot#, Block, Subdivision) HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 OF Orientation(Front door faces) East Indoor temperature 72 OF North,East,West, South,Northeast,Northwest,Southeast,Southwest BtU/h Total heat loss 16745 Number of bedrooms 0 Summer Design Conditions Conditioned floor area 986 Sq Ft Outdoor temperature 83 OF Number of occupants 20 Indoor temperature 72 OF Windows Roof Grains difference 36 L, Gr @50 % Rh Eave overhang depth 0 Ft Sensible heat gain 19014 Btu/h <_ Internal shade Eave Latent heat gain 6729 Btu/h Blinds,drapes,etc Depth Window Total heat gain 25743 Btu/h Number of skylights 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type Standard Air Conditioner CFM Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM 1 400 Model Model 24ACB736A*031 Cooling CFM 1400 CFM Heating output capacity Btu/h Sensible cooling capacity 27000 Btu/h Heat pumps-capacity at winter design outdoor conditions 9 0 0 0 Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 36000 Btu/h �HVAC DUCT • • i Design airflow 1400 CFM Longest supply duct Ft Duct Materials Used(circle) Trunk Duct Duct board, Flex, Sheet metal, External Static Pressure(ESP) IWC Longest return duct Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct Duct board, Flex, Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP=100)+TEL Ideclare the load calculation, equipmentselection, • • - design were rigorously performed based on - building • -• above, •- • the claims mladeon - • be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Resefved for use by County, Town, Municipality, or Authorit having jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of Instructions ' If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of Instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program ` . • • _ • Form - - RPER 1.01 ,rm ® � • - • • . • • • 8Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets)* Yes❑ No❑X Mechanical License# or MJ1AE Form'(and supporting worksheets): Yes❑ No❑X OEM performance data(heating,cooling,blower) Yes❑ No❑X Building Plan# Sys.4 Manual D Friction Rate Worksheet Yes❑ No❑X Duct distribution system sketch Yes❑ No❑X Home Address(Street or Lot#, Block, Subdivision) HVAC LOAD CALCULATION I(IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 OF Orientation(Front door faces) East Indoor temperature 72 OF North,East,west, South,Northeast,Northwest,Southeast,Southwest Btu/h Total heat loss 34646 Number of bedrooms 0 Summer Design Conditions Conditioned floor area 21 3O Sq Ft Outdoor temperature 83 OF Number of occupants 4 Indoor temperature 72 of Windows Roof Grains difference 36 L Gr @ 50 % Rh Eave overhang depth O Ft Sensible heat gain 36640 Btu/h Internal shade <— Eave Latent heat gain 6540 Btu/h Blinds,drapes,etc Depth Window Total heat gain 43179 Btu/h Number of skylights 0 IHVAC EQUIPMENT SELECTION41 Heating-Equipment Data Coolin Equipment Data Blower Data Equipment type Equipment type Standard Air Conditioner CFM Furnace,Heat pump,Boder,etc Air Conditioner,Heat pump,etc Heating CFM 2000 Model Model 24ACB760A**30 Cooling CFM _2000 CFM Heating output capacity Btu/h Sensible cooling capacity 45000 Btu/h Heat pumps-capacity at winter design outdoor conditions 1 500 0 Latent cooling capacity BtU/h Auxiliary heat output capacity Btu/h Total cooling capacity 60000 Btu/h HVAC DUCT DISTRIBUTION • ! Design airflow 2000 CFM Longest supply duct- Ft Duct Materials Used(circle) Trunk Duct: Duct board, Flex, Sheet metal, External Static Pressure(ESP) IWC Longest return duct Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct Duct board, Flex, Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)+TEL I declare the load calculation, equipment selection, and duct system design wererigorously performed based on the buildingplan listed above, I understand the claims made on these forms will be subject to review and verification. , I Contractor's Printed Name Date Contractor's Signature Reserved for use by CountY,Town, Municipality, or Authority having jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments pnnted from approved ACCA software vendors,see list on page 2 of Instructions 2 If abridged version of Manual J is used for load calculation,then venfy residence meets requirements,see Abridged Edition Checklist on page 13 of Instructions Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program � 1► Residential-Plains _ _ . — _ • �� Form CC `� • — — • . • • • _ RPER 1.01 �ca,dr� daa • 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets) Yes❑ No❑ Mechanical License# or MJIAE Form'(and supporting worksheets) Yes❑ No❑ OEM performance data(heating,cooling,blower)- Yes❑ No❑ Building Plan# Manual D Friction Rate Worksheet Yes❑ No❑ Duct distribution system sketch: Yes❑ No❑ Home Address(Street or Lot#, Block, Subdivision) HVAC LOAD CALCULATION (IRC M1401.3) Desiqn Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature OF Orientation(Front door faces) Indoor temperature of North,East,West, South,Northeast,Northwest,Southeast,Southwest Number of bedrooms Total heat loss Btu/h Summer Design Conditions Conditioned floor area Sq Ft Outdoor temperature of Number of occupants Indoor temperature of Windows Roof Grains difference L Gr @ % Rh Eave overhang depth Ft Sensible heat gain Btu/h Internal shade <— Eave Latent heat gain Btu/h Blinds,drapes,etc Depth Window Total heat gain Btu/h Number of skylights EQUIPMENT • 41 Heating Equipment Data Cooling Equi pment Data Blower Data Equipment type Equipment type CFM Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM Model Model Cooling CFM CFM Heating output capacity Btu/h Sensible cooling capacity Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity BtU/h Auxiliary heat output capacity Btu/h Total cooling capacity Btu/h HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board, Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct Duct board, Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)-TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the claims;made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by • Town, •. or Authority having jurigicliction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. 2 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist an page 13 of instructions Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program Form L'tOVVfIm , — — Review • rm RIPER 1.01 • • ' — Ducts rtacb dAmn 8 Mar 10 Pr •gQ County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets): Yes❑ No❑X Mechanical License# or MJ1AE Formz(and supporting worksheets) Yes❑ No❑X OEM performance data(heating,cooling,blower). Yes❑ No❑X Building Plan# Sys. 1 Manual D Friction Rate Worksheet Yes❑ No❑X Duct distribution system sketch Yes❑ No❑X Home Address(Street or Lot#, Block, Subdivision) HVAC LOAD CALCU LATI ON 1• Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 OF Orientation(Front door faces) East OF North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 72 Btu/h Total heat loss 25044 Number of bedrooms 0 Summer Design Conditions Conditioned floor area 1 380 Sq Ft Outdoor temperature 83 of Number of occupants 4 Indoor temperature 72 of Windows Roof Grains difference 36 L Gr @50 % Rh Eave overhang depth 0 Ft Sensible heat gain 24133 Btu/h <— Internal shade Eave Latent heat gain 3872 Btu/h Blinds,drapes,etc Depth Window Total heat gain 28004 Btu/h Number of skylights 0 EQUIPMENTHVAC • Heating Equipment Data Cooling Egipment Data Blower Data Equipment type Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM 1 200 CFM Model Model 24ACB736A*031 Cooling CFM 12_0_0 CFM Heating output capacity Btu/h Sensible cooling capacity 27000 Btu/h Heat pumps-capacity at winter design outdoor conditions ^0 0 O Latent cooling capacity JBtU/h Auxiliary heat output capacity Btu/h Total cooling capacity 36000 Btu/h iHVAC DUCT • i •1 Design airflow 1200 CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct Duct board, Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct* Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board, Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)-TEL I declare the load calculation,equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and Verification. Contractor's Printed Name Date Contractor's Signature Reserved for useby County, Town, Municipality, or Authority having jurisdidtion. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of Instructions ' If abridged version of Manual J Is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program ® Residential ■ - Review Form, Form SACC' `® • � - ! - • • _ • • • - ® RPER 1.01 a�c .ecvtd 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets). Yes❑ No❑X Mechanical License# or MJ1AE Form'(and supporting worksheets): Yes❑ No❑X OEM performance data(heating,cooling,blower): Yes❑ No❑X Building Plan# Sys.2 Manual D Friction Rate Worksheet Yes❑ No❑X Duct distribution system sketch Yes❑ No❑X Home Address(Street or Lot#, Block, Subdivision) •AD • 1• Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 OF Orientation(Front door faces) East _ OF North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 72 BtU/h Total heat loss 39826 Number of bedrooms 0 Summer Design Conditions Conditioned floor area 1472 Sq Ft Outdoor temperature 83 of Number of occupants 2 Indoor temperature 72 OF Windows Roof Grains difference 36 C Gr @50 % Rh Eave overhang depth 0 Ft Sensible heat gain 24108 Btu/h Internal shade <— Eave Latent heat gain 10546 Btu/h Blinds,drapes,etc Depth Window Total heat gain 34654 Btu/h Number of skylights 0 EQUIPMENTHVAC Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type Standard Air Conditioner CFM Furnace,Heat pump,Boder,etc Air Conditioner,Heat pump,etc Heating CFM 1 200 Model Model CA15NA048****A Cooling CFM 1200 CFM Heating output capacity Btu/h Sensible cooling capacity 31 500 Btu/h Heat pumps-capacity at winter design outdoor conditions 1 0 5 0 0 Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 42000 Btu/h HVAC DUCT D]STRIBUTIONSYSTEM DESIGN (UMC . 1 Design airflow 1200 CFM Longest supply duct Ft Duct Materials Used(circle) Trunk Duct Duct board, Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct Duct board, Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)+TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on the'building plan'listed above, I understand the claims made on these forms will be subject to review and verification: Contractor's Printed Name Date Contractor's Signature Reserved for use by Cduniy, Town, Municipality, or Authority having jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. ' If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program dd Residential Plans 'Review • Form ACCK • - Desi• (Loads, • • - RPER 1.01 A. ®o,ro- dn8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED - Manual A Form(and supporting worksheets): Yes❑ No❑X Mechanical License# or MJ1AE Form'(and supporting worksheets) Yes❑ No❑X OEM performance data(heating,cooling,blower): Yes❑ No❑X Building Plan# Sys. 3 Manual D Friction Rate Worksheet Yes❑ No❑X Duct distribution system sketch- Yes❑ No X❑ Home Address (Street or Lot#, Block, Subdivision) LOAD CALCULATION (UMC.1106.1) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 OF Orientation(Front door faces) East OF North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 72 Btu/h Total heat loss 16745 Number of bedrooms 0 Summer Design Conditions Conditioned floor area 986 Sq Ft Outdoor temperature 83 of Number of occupants 20 Indoor temperature 72 OF Windows Roof Grains difference 36 L Gr @50 % Rh Eave overhang depth 0 Ft Sensible heat gain 19014 Btu/h Internal shade <_ Eave Latent heat gain 6729 Btu/h Blinds,drapes,etc Depth Window Total heat gain 25743 Btu/h Number of skylights 0 EQUIPMENTiHVAC • Heating Equbment Data Cooling Equipment Data Blower Data Equipment type Equipment type Standard Air Conditioner Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM CFM 1 400 Model Model 24ACB736A*031 Cooling CFM 1400 CFM Heating output capacity Btu/h Sensible cooling capacity 27000 Btu/h Heat pumps-capacity at winter design outdoor conditions 9 0 0 O Latent cooling capacity y Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity 36000 Btu/h ;HVAC DUCT • • 1 Design airflow 1400 CFM Longest supply duct Ft Duct Materials Used(circle) Trunk Duct Duct board, Flex, Sheet metal, External Static Pressure(ESP) IWC Longest return duct Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct. Duct board, Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)+TEL I declare the load calculation, equipment selection,-and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved,for use by County, Town, Municipality, or Authority having jurisdiction. The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions ' If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program Residential= • - - - • Form RPER 1.01 • ° • • _ • • • 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual A Form(and supporting worksheets) Yes❑ No Q Mechanical License# or MJ1AE Form'(and supporting worksheets). Yes❑ No Q OEM performance data(heating,cooling,blower): Yes❑ No❑X Building Plan# Sys.4 Manual D Friction Rate Worksheet Yes❑ No❑X Duct distribution system sketch: Yes❑ No❑X Home Address (Street or Lot#, Block, Subdivision) HVAC •A® CALCULATION (UMC1 1-06. Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 0 OF Orientation(Front door faces) East OF North,East,West, South,Northeast,Northwest,Southeast,Southwest Indoor temperature 72 Btu/h Total heat loss 34646 Number of bedrooms 0 Summer Design Conditions Q Conditioned floor area 21 3O Sq Ft Outdoor temperature 83 OF Number of occupants 4 Indoor temperature 72 OF Windows Roof Grains difference 36 v Gr @50 % Rh Eave overhang depth O Ft Sensible heat gain 36640 Btu/h Internal shade <— Eave Latent heat gain 6540 Btu/h Blinds,drapes,etc Depth Window Total heat gain 43179 Btu/h Number of skylights 0 HVAC EQUIPMENTSELECTION Heatin Eguipment Data Cooling Equipment Data Blower Data Equipment type Equipment type Standard Air Conditioner CFM Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM 2000 Model Model 24ACB760A**30 Cooking CFM _2000 CFM Heating output capacity Btu/h Sensible cooling capacity 45000 Btu/h Heat pumps-capacity at winter design outdoor conditions 1 5 0 0 0 Latent cooling capacity BtU/h Auxiliary heat output capacity Btu/h Total cooling capacity 60000 Btu/h IHVAC C • 6012) Design airflow 2000 CFM Longest supply duct. Ft Duct Materials Used(circle) Trunk Duct. Duct board, Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct. Duct board, Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP x 100)-TEL I declare the load calculation, equipment selection, and duct system design wererigorously performed based on the building plan listed above, I understand the claims made on these-forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use'by County, ToWn, Municipality, or Authority'having jurisdiction.- ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions ' If abndged version of Manual J is used for load calculation,then venfy residence meets requirements,see Abridged Edition Checklist on page 13 of instructions Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. ■ _ • _ ■ ans -miner Revieworm Form xa ACC . • - - • • _ • • • - RPER 1.01 Ar .�oo� an„� 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual A Form(and supporting worksheets). Yes❑ No❑ Mechanical License# or MJ1AE Form'(and supporting worksheets): Yes❑ No❑ OEM performance data(heating,cooling,blower)- Yes❑ No❑ Building Plan# Manual D Friction Rate Worksheet. Yes❑ No❑ Duct distribution system sketch: Yes❑ No❑ Home Address(Street or Lot#, Block, Subdivision) HVAC LOAD • 1• Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature OF Orientation(Front door faces) Indoor temperature OF North,East,West, South,Northeast,Northwest,Southeast,Southwest Number of bedrooms Total heat loss Btu/h Summer Design Conditions Conditioned floor area Sq Ft Outdoor temperature of Number of occupants Indoor temperature OF Windows Roof Grains difference L Gr @ % Rh Eave overhang depth Ft Sensible heat gain Btu/h Internal shade <_ Eave Latent heat gain Btu/h Blinds,drapes,etc Depth Window Total heat gain Btu/h Number of skylights EQUIPMENTHVAC • Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Equipment type CFM Furnace,Heat pump,Boiler,etc Air Conditioner,Heat pump,etc Heating CFM Model Model Cooling CFM CFM Heating output capacity Btu/h Sensible cooling capacity Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity Btu/h Auxiliary heat output capacity Btu/h Total cooling capacity Btu/h DISTRIBUTIONHVAC �DUCT • 1 Design airflow CFM Longest supply duct- Ft Duct Materials Used(circle) Trunk Duct: Duct board, Flex, Sheet metal, External Static Pressure(ESP) IWC Longest return duct- Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct. Duct board, Flex, Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP*100)—TEL I declare the load calculation, equipment selection, and duct system design were rigorously performed based on the building plan listed above, I understand the claims made on these forms will be subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by Countyjow,n, Municipality, or Authority h;�ving jurisdiction. ' The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions 2 If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program HVAC Design Report ENERGY STAR Certified Homes, _Version 3 / 3.1 (Rev. 08) HVAC`Designer Responsibilities; !"Complete one HVAC Design -Report,for each"sysfem design,for'a house plan;created.for either the specific plan,configuratio n,(i.e. elevation,, option, orientation,&"county)of the home to be certified or for a.plan that is intendedao'be-built with potentially different configurations(i.e.,. diffe(ent.elevations,options,and/or orientations) ,Visit www.enorgystpr.gov/newhomeshvacdesign and see,Footnonte,2 for more information. , • Obt6in,efficiency'.features(e.g'.,'window,performancIe insulation,levels,and infiltration rate)from.tl4bwlder or Home Energy Rate. Provide the completed HVAC�Design Report to the,budder,or-crede6tialed HVAC contractor and'to the Home Energy Rater., 1.Design OVervi'ew ,7 1.1 Designer Name. Gaetano D'Antonio, P. E. Designer company: D'Antonio Consulting Engineers,aAtC. 2018 1.2 Select which party you are providing these design services to. ❑Q Budder or ❑Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1.1). D'Antonio Consulting Engineers, P.C. 1.4 Area that system serves [0 Whole-house ❑Upper-level ❑ Lower-level ❑Other 1.5 Is cooling system for a temporary occupant load? ❑Yes ❑Q No 1.6 House plan. 9820 Nassau Point Rd,Cutchogue, N Y 11935heck box to indicate whether the system design is site-specific or part of a group ❑1 Site-specific design. Option(s)&elevation(s)modeled ❑ Group design Group M out of total groups for this house plan. Configuration modeled: "2."Whole-Hbuse iMechadical Ventiltio an,besign r h Designer Verified. 'Airflow: � 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010 or 2013 ❑ 2.2 Ventilation airflow rate required by 62.2 for a continuous system CFM - 2.3 Design for this system. Vent.airflow rate: CFM Run-time per cycle. minutes Cycle time. minutes - System T pe&Controls: 2.4 Specified system type ❑] Supply ❑Exhaust ❑Balanced 2.5 Specified control location (e.g., Master bath, utility room) 2.6 Specified controls allow the system to operate automatically,without occupant intervention ❑ 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not E] 2.8 (e g.,a label is required for a standalone wall switch, but not for a switch that's on the ventilation equipment) 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system,unless specified controls operate El and automatically based on a timer and restrict intake when not in use(e g., motorized damper) 'Sound: 2.9 The fan of the specified system is rated=3 sones if intermittent and=1 sone if continuous,or exempted ❑ 'Efficiency; 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4.7 is ECM/ICM,or the specified controls will reduce ❑ the standalone ventilation run-time by accounting for hours when the HVAC system is heating or cooling 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified ❑ Air Inlet Location:` (Coinplete,this section if system has a specified'air inlet location,otherwise check'MX) ❑N/A 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage,or adjacent dwelling unit ❑ 2.13 Inlet is=2 ft.above grade or roof deck, =10 ft.of stretched-string distance from known contamination sources(e.g., stack,vent,exhaust,vehicles)not exiting the roof,and=3 ft.from known sources exiting the roof 3:Room=by-Room Heating&"Cooling,,Loails' " 3.1 Room-by-room loads calculated using aJnabndged ACCA Manual J v8 D013 ASHRAE Fundamentals [Dther per AHJ - 3.2 Indoor design temperatures used in loads are 70T for heating and 75T for cooling ❑ 3.3 Outdoor design temperatures used in loads. (See Footnote 12 and energystar.govlhvacdesigntemps) County&State selected 72 Coolkj9-season: T Heating season °F 3 4 Number of occupants used in loads* 4 3.5 Conditioned floor area used in loads- 1380.5 Sq. Ft. 3 6 Window area used in loads- 80.4 Sq. Ft. r HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3. 1 (Rev. 08) HVAC Designer Responsibilities: I ' .M ..•. ..,w e._t . .. ,` " it , • '. • n'. .• Zr • r • • 1 Complete one HVAC Design Report4or each system design for a house plan,created,for either the speaficplan configuration,(i.e.,-elevation, option,orientation,&county)of the home to be certified or,for,a plan that is intendedrto,be,built,with-potentially different configurations(i.e., different elevations,•"options, and/or orientations),Visit www.energystar.gov/newh6meshvacdesign and see Footnote•2 for.more information.,,. • Obtaineffciency features(e.g:,windowr performance,-insuiation levels,and infiltration rate)'frorn the builder or Nome Energy Rater.-, • Provide the completed'HVAC Design Report-to build6-nor credentialed,HVAC_c ntractor-and to the Home•Energy Rater.-.11' 4.Design Overview, 1.1 Designer Name Gaetano D'Antonio. P E. Designer company* D'Antonio Consulting Engineers,MtC. 2018 1.2 Select which party you are providing these design services to. 0 Builder or ❑Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1.1)• D'Antonio Consulting Engineers, P.C. 1.4 Area that system serves- 0 Whole-house ❑Upper-level ❑ Lower-level ❑ Other 1.5 Is cooling system for a temporary occupant load? ❑Yes 0 No 1.6 House plan: 9820 Nassau Point Rd, Cutchogue, N Y 11935heck box to indicate whether the system design is site-specific or part of a group 0 Site-specific design. Option(s)&elevation(s)modeled- Group design. Group#. out of total groups for this house plan. Configuration modeled. ti`', s •. ,,, _ ,� .,Designer "2."Whole-House Mechanical Ventilation Design Verified :Airflow: --- 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010 or 2013 ❑ 2.2 Ventilation airflow rate required by 62.2 for a continuous system CFM - 2.3 Design for this system- Vent.airflow rate: CFM Run-time per cycle: minutes Cycle time minutes - _Systein-Type&Controls: - 2.4 Specified system type: 0 Supply ❑Exhaust ❑Balanced 2.5 Specified control location (e.g., Master bath, utility room) 2.6 Specified controls allow the system to operate automatically,without occupant intervention ❑ 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not El 2.8 (e.g.,a label is required for a standalone wall switch, but not for a switch that's on the ventilation equipment) 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system, unless specified controls operate ❑ intermittently and automatically based on a timer and restrict intake when not in use(e g.,motorized damper) Sound:12.9 The fan of the specified system is rated=3 sones if intermittent and=1 sone if continuous,or exempted ❑ Efficiency: _ 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4.7 is ECM/ICM,or the specified controls will reduce ❑ the standalone ventilation run-time by accounting for hours when the HVAC system is heating or cooling 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified ❑ Aii•Inlet Location::(Complete1his'section,if system�has a specified air inlet location;otherwise check"N/A"). El N/A 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage,or adjacent dwelling unit ❑ 2.13 Inlet is=2 ft.above grade or roof deck;=10 ft.of stretched-string distance from known contamination sources(e.g., Elstack,vent,exhaust,vehicles)not exiting the roof,and=3 ft.from known sources exiting the roof i Room-by-Room Heating'&Cooling,L'oads" � 3.1 Room-by-room loads calculated using OJnabndged ACCA Manual J v8 µ D013 ASHRAE Fundamentals tether per AHJ - 3.2 Indoor design temperatures used in loads are 70°F for heating and 75°F for cooling ❑ 3.3 Outdoor design temperatures used in loads: (See Footnote 12 and energystar.gov/hvacdesigntemps) County&State selected. 72 CoolirT-season. °F Heating season. °F 3.4 Number of occupants used in loads. 2 3.5 Conditioned floor area used in loads. 1472 Sq. Ft. 3.6 Window area used in loads: 216.4 Sq. Ft. r HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 08) 'HVAC'DesignerResponsibilities: Complete one'HVAC Design'Report for"each system design for a house plan;°created'fo'r either.th`e specific plan configuration(i.e.,elevation, option,orientation,&county)of the home to,4e certified odor a plan that is intended to be,built,with potentially.different configurations(i.e,, ! different elevations,options,-and/or orientations).Visit www.energystar.gov/newhomeshvacdesign and see Footnote 2 for more information. I •`•Obtain efficiency'features,(e:g.,window perfoimance', insulation levels,and,'infiltration Fate)from the builder or`Home Energy Rater: r.Provide•the completed,HVAG Design'Report,to,the"builder or credentialed HVAC contractor,andto the,Home Energy Rater. 1.Design Overvie'uv 1.1 Designer Name. Gaetano D'Antonio, P. E. Designer company D'Antonio Consulting Engineers,6gtC 2018 1.2 Select which party you are providing these design services to 0 Budder or ❑Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1.1) D'Antonio Consulting Engineers, P C. 1.4 Area that system serves: 0 Whole-house ❑Upper-level ❑Lower-level ❑Other 1.5 Is cooling system for a temporary occupant load? ❑Yes R] No 1.6 House plan 9820 Nassau Point Rd, Cutchogue, N Y 11935heck box to indicate whether the system design is site-specific or part of a group. 21 Site-specific design. Option(s)&elevation(s)modeled, ❑ Group design. Group# out of total groups for this house plan. Configuration modeled. Designer 2_sWhole=House,Mechanical Ventilation Design Verified; Airflow: 3' 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010 or 2013 ❑ 2.2 Ventilation airflow rate required by 62.2 for a continuous system CFM - 2.3 Design for this system. Vent.airflow rate CFM Run-time per cycle. minutes Cycle time: minutes - S stein Type&Controls: - 2.4 Specified system type. ❑1 Supply ❑Exhaust ❑Balanced 2.5 Specified control location- (e.g., Master bath, utility room) 2.6 Specified controls allow the system to operate automatically,without occupant intervention ❑ 2.7 Specified controls include a read il -accessible ventilation override and a label has also been specified if its function is not ❑ obvious(e.g.,a label is required for a standalone wall switch,but not for a switch that's on the ventilation equipment) 2 8 No outdoor air intakes designed to connect to the return side of the HVAC system, unless specified controls operate ❑ intermittently and automatically based on a timer and restrict intake when not in use(e g.,motorized damper) Sound: 2.9 The fan of the specified system is rated=3 sones if intermittent and=1 sane if continuous,or exempted ❑ Efficiency: 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4.7 is ECM/ICM,or the specified controls will reduce ❑ the standalone ventilation run-time by accounting for hours when the HVAC system is heating or cooling 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified ❑ I 'Air,lnlet'Location:"(Complete this section if system has,a'specified,air'inlet location,'otherwise.checkt"N/A") u, - _ " —IN/A 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawlspace,garage,or adjacent dwelling unit ❑ 2.13 Inlet is=2 ft.above grade or roof deck;=10 ft.of stretched-string distance from known contamination sources(e.g., Elstack,vent,exhaust,vehicles)not exiting the roof,and=3 ft.from known sources exiting the roof oo"m-bg;Roorn Heating°&.Cool_ing;L'oads " 3.1 Room-by-room loads calculated using OJnabridged ACCA Manual J v8 0013 ASHRAE Fundamentals [Dther per AHJ - 3 2 Indoor design temperatures used in loads are 70T for heating and 75°F for cooling ❑ 3.3 Outdoor design temperatures used in loads- (See Footnote 12 and energystar.gov/hvacdesigntemps) County&State selected 72 Coolingseason• T Heating season T 3.4 Number of occupants used in loads 20 3.5 Conditioned floor area used in loads 985.7 Sq.Ft. 3.6 Window area used in loads: 2029 Sq. Ft. FOUNDATION(1ST) W*Vird 'FOUNDATION (ZND) LW FRAMING PLUMBING low • it � 11' � i STATE ENERGY CODE WTI lid A s ADDITIONAL COMMENTS _ _ _ _ • Kim 0 t 12 - • TOWN OF SOUTHOLD ' BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 q Suryey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate R[ Cn � D Truss Identification Form Storm-Water Assessment Form (� APR - 2 2018 contact: Approved 20 Mail to: '.yA m A K.S SLR AD Disapproved a/c iS-t.It�l�?Ca ;s,-`t • ((p —��c`C ST, lVEin! &Q.(�, Xll l®o(3 TOWN OF SPhone: Q 17•(P Sg •©3� Expiration 20� Bur ' g Inspector APPLICATION FOR BUILDING PERMI Date ,20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applican rs owner, lessee, agent architect engineer general contractor, electrician,plumber or builder Name of owner of premises YA f(. A Ks cc,gAv (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 1 1 S Block ©(p Lot �� Subdivision dA55A o'?p i,uT 4t2b �Qptf(t;S4 Ate.Filed Map No. -474 Lot 9>7 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 61 t( b. Intended use and occupancy S►MG Lt% �'rkA4 t.,( AEg t IP 974Glr 3. Nature of work(check which applicable):New BuildinAddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost I? Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10.Date of Purchase l l ��{ Name of Former Owner 5•t`UG056P XY 11.Zone or use district in which premises are situated •..0 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO,)—<, 13. Will lot be re-graded?YES NO )� Will excess fill be removed from premises?YES X'NO EYAA1 AKs€aAD ((e-14,f i 14.Names of Owner of premises Yash wC A-NAY I Address NYC-,/4%< toot 3 Phone No. q I-7-&S Q•O 3 0 Name of Architect �VIFt-(Atcse M0 Address I1 Phone No ►1 Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_K NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES X NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO-�—< *IF YES,PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OFA Ey an hk!5 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the nuD (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn todbefore me thi C-- day of r i 2016 Inc-ut t 1�bu'zk -TRAGEY L. DWYER Notary P is NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2pe r- 4 ®f Soft John M.Bredemeyer III,President ®�� ®, Town Hall Annex Michael J.D6mino,Vice-President ® 54375 Route 25 Glenn GoldsmithP.O.Box 1179 Southold,New York 11971 A.Nicholas Krupski it+ a Telephone(631) 765-1892 Charles J. SandersCOU Fax(631) 765-6641 9 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD e April 4, 2016 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: EVAN AKSELRAD &YASMINE ANAVI 9820 NASSAU POINT ROAD, CUTCHOGUE SCTM#: 1000-118-6-10 Dear Mr. Hermann: The Southold Town Board of Trustees reviewed the survey prepared by Nathan Taft Corwin, III, Land Surveyor, last dated March 7, 2016, and determined that the proposed demolition of the existing dwelling and construction of a new dwelling, accessory pool building, and other appurtenances are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation-within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 Z This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, John M. Bredemeyer, III, President Board of Trustees JMB:dd A e NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY ft Stony Brook,50 Circle Road,Stony Brook,NY 11790 P;(631)444-03651 F,(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT - April 15, 2016 Mr. Evan Akselrad 16 Jay Street— Floor 3 New York, NY 10013 Re: Application #1-4738-04272/00002 9820 Nassau Point Road, Cutchogue SCTM#1000-118-6-10 Dear Mr. Akselrad: Based on the information you submitted, the Department of Environmental Conservation has determined that the referenced property that is landward of the topographic crest of a bluff in excess of 10 feet in elevation, as shown on the survey prepared by Nathan Taft Corwin last revised March 7, 2016, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is.required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, vroz Mark Carrara Permit Administrator cc: En-Consultants BOH-TW file euvvoTy Departmento oP oR uNiTr Environmentall Conservation -d 77 � U O ( 0 0 �G 0 ® o U 0= FI O NO#14.11wiftq.a.a mow.ors., S.C�_ 1 CHAPTER 236 NAME d nathan Paetzel 118,,, osoci 1 Stormwater Management Control Plan CHECK LIST �.. LIA S M C P -Pian Requirements Provide mcopy of the Bulldim Permit Application. sat-zos-2vao Da1e 03/29/18 $ * The appllcitt mug provide a ComNele Explanation and/or Rmon for not pwkitrw all Irtforttutlon that hon been Required by the folbwirg Chxklttd 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item,Please Provide Justification Here! show all of the follow Items If you need additional room for explanations,Please Provide additional Paper. a. Location&Descri tion of Property Boundaries It. Total Site Acreage. c. Existing-Natural 9 Nimm Made Features within 500 Er.— f the Site Boundary as required by§zwjnm d. Test lick Data Indicating Soil ClwacterWim d Depth to Groaned Water. e. Limits of Clearing&Area of Proposed Land Disturbance N1 CONTROLS f. xlsti Proposed Contours of the Site tMtntuum z tmerYad I O' g. Location of all existing&proposed structures,roads, wen maintained driveways,sidewalks,drainage improvements&ut0ltks ' It. Spot rades&Finish Floor Elevations for all existing r I IZatlOn r structures $O ex O tion of proposed Swimming Pool and discharge ring. Location of proposed Soil Stockpile Area(s). k. Locator of pWosed Camtructbn EntrwicwSt Areatal. L Location of proposed concrete washout area(s). M.Locallon of all proposed erasion&sediment comrol rnemwu. DRAINAGE INSPECTIONS ARE 2- Starmwaier Marnganent Control Plan must inchde Calculations showing that thestornmater improvernnNs are sized to capture,store,and InfiltrateeUlltdLt TOS Engineel-Ing at 7-65 1560 before on-site the run-off from oil impervious surfaces generated by a two M inch n (neer S e 1 ICs On rainfall/slam amt. 3. Detach b Sectional Drawing for stormwaier practices are required for approval. t1rat the di ainage has been installed We Go-d-e. Items requiring details shall include but not be limited to a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures(e g.catch basket trench drains etc) d. Leaching Structures fe4 infiltration huskm swaks,etcJ FOR ENGINEER DEPART NLY"" i i Additional Information is Required. 'Reviewed a i D Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — II I I M Stormwater Management Control Plan is Complete. � i Date Ili i SMCP has been approved by the Engineering Department.l4 FORM SWC heck List-TOS MAY 2014 APPROVAL OF STORMWATER MANAGEMENT DRAINAGE INSPECTIONS ARE REQUIRED CONTROL L N -To CodeW23 a 23 Contact TOS Engineering at 765-1560 before Date: I Backfill, OR Provide Engineer's Certification Approv d y: that the drainage has been installed to Code. EROSION &SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, �J Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. Scott A. Russell ° �' �o aATIEERR SUMRVISOR MANAGEMENT SOUMOLD TOWN HALL-P.O.Boa 1179 ►b $3095 Main Road-sO1JrHOLD,NEWYORK 11971 `S[ Town of Southold OCC ZAUMR 236 - STORMWATER MANAGEMENT WORK SHEET APR 0 3 2018 ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING Yes No KNUX ALL THAT"rx'n Q❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 00 C. Site preparation on slopes-which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Q E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. [;]p F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. N 7m answered NO tb AU of the guestim above,SIOPi C=plde the ApQBaint see im bedew wM ym Name, mature,Caatad Information,Date & Cmm4 Tax ldap Number! Chapter M does not apply to your pre jed. If you answered YO to aae or more of the abort,please submit Two mpim of a Stormwater lll=Wmemt Coned Ptan aM a cmpleWl Che&List Form to the WIffing Dqwtnxnt wfG_y_a r Buildb g Puma AWHafim APrt.lcAnr: tProperty o,►nt,r.Design Professional.wpem,conrac,or.Other) S.C.T.M. ': 1000 Date 1 J an a I118 06 10 03/29/18 NAME- l Section Block Lot i t c«�t,tt 631-209-2410 FOR BUILDING DEPARTMENT USE ONLY i! 00 (k) Reviewed By: 1. Af i — — — — — — — — — — — — — — — — i (� Date: ��PZO !� Property Address/Location of Construction Work: ' , — — — — — — — — — — — — — — — — — 9820 Nassau Point Road j Approved for processing Building Permit. j ii Stormwater Management Control Plan Not Required. Cutchogue, NY 11935 �i — Stormwater Management Control Plan is Required. f (Forward to Engineering Department for Review.) i i FORM SMCP-TOS MAY 2014 v V) C 4G DRIVEWAY+ NG TO BE REMOVED T )ER 0 )E :RETE DUT AREA JSED z DRAINAGE INSPECTIONS ARE REQUIRED 2 METER TION Contact TOS Engineering at 765-1560 before T OF PROPOSED Backfill, OR Provide Engineer's Certification WAY TO BE USED FOR that the drainage has been installed to Code. -TRUCTION ACCESS ETAIL 3) kLES TO REMAIN O 'G CONSTRUCTION EROSION&SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Constructionb iza rant , \ Wire Backed Silt Fencing, c y 4 Seeding of exposed and/or inactive soils- APPROVAL OF STO-ow ode ter 3 CONTROL Date: ppprov b "Pott A. Russell STORIAMIWATE]k SUPERVISOR MANAGEMENT SOXYMOLD TOWN HALL-P.O.Box 1179 *� SMS Main Raad-sourHOLD•NEwYORK 11971 , , Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET APR 0 3 2018 ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE IFOLLOWIN& Yes No (CHECK ALL THAT APPLY) Q❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. Q❑ C. Site preparation on slopes-which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. Q❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. ff yon answered NO to abl of the questions above,STOP: Complete the Applicant section below with your Name, Signature,Contact Information,hate & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Cbeck List Form to the Building Department wit our Building Permit Application. jAPPLICANT:(Property owner,Design Professional Agent,Contractor.Otttrr) j s.C.T.M. 1000 Date Dwrkt' NAME J an a I 118 06 10 03/29/18 ?j « Section Bock Lot I 631-209=2410 FOR BUILDING DEPARTMENT USE ONLY'°" { co„t�t u,t«,n�iwn 1 i Reviewed By: { - - - - - - - - - - - - - - - - i � Date qa--02019 Property Address/Location of Construction Work: � i — — — — — — — — — — — — — — — 9820 Nassau Point Roadj) ® Approved for proeming Building Permit. (� I Stormwater Management Control Plan Not Required. ' - - — — — — — — — — — — — — — Cutchogue, NY 11935 Stormwater Management Control Pian is Required. 1 (Forward to Engineering Department for Review.) FORM ° SMCP-TOS MAY 2014 U co � O i` N 00 I � C ° tZ � F ^"O m,. , DWp PMWOBA.a.C„n d..06., S.C.T.M. 1000 sit � CHAPTER 236 N J nathan Paetzel 118, 0� 0 Stormwater Management Control Plan CHECK LIST a. S M C P -Plan Requirements Provide ONE copy of the Building Permit Application. 631_209-2140 Date: * �q * The applicant must provide a Complete Explanation and/or Reason for not providing �l all Information that has been Required by the following Checklist( 1. A Site Plan drawn to scale Not Less that 69 to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here! show all of the following items YE NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural&Man Made Features within 50 of the Site Boundary as required by§zifi-tz(cm d. Test hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing&Area of Proposed Land Disturbance. f. Existing&Proposed Contours of the Site(mtntmum z Inler"l all include but ,,ut be limitedto: g. Location of all existing&proposed structures,roads A well maintained driveways,sidewalks,drainage improvements&utilities. , It. Spot Grades&Finish Floor Elevations for all existing Wice BaGked Silt Fendrig, stabi IZatlO proposed structures. g of eX OS 1. Location of proposed Swimming Pool and discharge ring. d/Or Inactive soils, j Location of proposed Soil Stockpile Area(s). k. Lomilon of proposed Construction Entrance/Staging Areaw. 1. Location of proposed concrete washout area(s). M.Location of all proposed erosion&sediment control measur DRAINAGE INSPECTIONS ARE 2 Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture.store,and infiltrate ME=. Cunt a TOS Engineering at 765 1560 before on-site the rub-off from all impervious surfaces generated by a two(2)inch rainfall/storm event. Backfi� a En (neer s Certification 3. Details&sectional Drawings for stormwater practices are required for approval thdit the drai, age has been installed-We Code- Items requiring details shall include but not be limited to a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures leg.catch bash,trench drains etc) hi R d. Leaching Structures fe-g infiltration basins svales,etcJ FOR ENGINEER[ DEPART E NLY0"" I Additional Information is Required. f I Reviewed& Stormwater Management Control Plan is Not Complete. �} APProvedBy: — — — — — — — — — — — — — — — — — — — — — — — (! Stormwater Management Control Plan is Complete. +j { Date /� 1 SMCP has been approved by the Engineering Department.�I FORM • SWC^heck List-TOS MAY 2014 SUFFOI,�rC' BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CM . Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 'roaer:richert _town:southold'.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ar Date: Company Name: G �T ri LL cl Name: , r License No.: g 301_' AA t4 email: G r Address: S f Phone No.: JOB SITE INFORMATION: (All Information Required) v Name: �� -fik se i rad _ Address: aO 5;ap'01'n 4 Cross Street: o rn L 4_ Phone No.: Bldg.Permit#: L4 7 '7 1-7 1 email: Tax Map, District: 1000 Section: 1 l g Block: Lot:, / 0 SGrvr. 7 3 79'7 BRIEF DESCRIPTION OF WORK(Please Print Clearly) r f Q f r2,,�1-0 !�,R Al 1 Lr Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: dPNO Issued On Temp Information��3 _J (AII information required) Service Size Ph Size: da A # Meters Old Meter# New Service- Fire Reconnect-,Flood Reconnect-Service Reconnects -Undergroun - Overhead #'-Underground Laterals _ 1 2 H Frame Pole Work done on Service? Y N -Additional Information: PAYMENT'DUE WITH APPLICATION 82-Request for Inspedon FormAs 1 Y ��O CGy BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 'y4yp1Telephone (631) 765-1802-FAX(631) 765-95�2 Temporary Certificate # 109 Date_�fol2� 2018 Customer Name Eyg1.1 71KSC1� Electrician Name 9'uls, Address d1S flW pe/fill 2v Phone (,3/- 74r— V,5244 e-mailCSG b6t�t�� e-mail GjQ �Q ��-I�• �!'j Phone License# Size 4100 A Phase / Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New -� "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is Val' for 0 e above. Authorized by ��SufFp�KcO BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CD Town Hall.'Annex`=,5437�5Vairi ,R'oad,', PO Box y"1179 , CA' i Southold New York 11"971-0959 y� �p� Telephone (631) 76571802 -FAX (631) 765;-9502 . ' rogerr�southoldtownny.gov seandCcr�soutfiold`townny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: • Name: " License,No. . ' - email: Address: 'Phone.No. t JOB SITE INFORMATION" '(All Information Required) Address: - Cross Street:' Phone No.: Bldg.Permit#: email: Tax Map District: I 1000 Section: Block: Lot: " BRIEF DESCRIPT;iqN OF WORK (Please Print Clearly) Circle.All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: YES / NO , Issued On Temp Information: (All'information required). Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground - Overhead # Underground•Laterals •1= ..,2, . ,H Frame Pole Work done on•Service? Y', N' ' Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form As s PERMIT# Address: Switches 7.� Outlets � � �I''� - ��(t - GFI's r Surface Sconces H H's9 1 LIC I_ts to 2 le � FansFridge r I Z HW 111 -7 Exhaust Oven VOL` 1 sI Smokes DW , Service 400, 140 f '2-k) leo Carbon Micro Generator Combo ' gj Cooktop Transfer AC S AH S Mini '1 1 Special: v �`G V ta� ts. ' d , gle Lrlej CV�& -- . eAge Q Town Hall Annex �+�► �G.y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 ] Southold, NY 11971-0959 • BUILQI&G-0EPA WENT-'-- .. ------ —. -- ---- — ----- NOTICE OF UTILIZATION OF TRU :$TYPE�CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION•'ANWOR"TIMBER CONSTRUCTION' Date: Owner: Lopaton,of Property: Please-'take notice that tft&(.cls&ck,gpplicable=line): ; New commer-clgier<resicteni`a�'°structure` a. 'Addition to,existing omrnerctal.:or residential structure Rehabilitatipn i .an existirig.conimercial or residahi structpre to be.,construc#edbr,.performed at the subject property reference above w,fi ut'ifr e (check appli&a6l0i0e): < Trirsg type.eppptruction (Tl-) Pre-engin e&e ed,woed-- o,ngi;ruction (PW). Timber construction (TC:).'', -' in the following location(s) (checWapplicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof-framing j(FR) Signature: Name (person submitting this form): Capacity� ck applicable line): Owner Owner representative C©A(��0-ro, A TrussReg15-.docx Effective 1/1/2015 Kenneth Stenger Senior Supervisor n at i o n a!g r id • Customer Fulfillment Department April 17, 2018 Evan Akselrad 16 Jay Street New York, NY 10013 CO�'If E-mail: f=AKSELRAD@LIVE.COM o D1 National Grid WO#T102066854 JUIN m 8 2018 Service Address: 9820 Nassau Point Road Cutchogue, NY 11935 Bf,.To. DH4G DEPT. TOWN OF SOOLD To Whom it May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your-underground 11nes identified for you prior to doing any digging. This phone call needs to be made at least 2,days but-not more than 10 days prior to starting work,not Including the date of the call. The number to call is either the nationally sponsored"811",or the local number for NYC/LI area, 1-800-272.4480.This confirmation letter of no active gas service line to the subject property,does not relieve'the,excavator'of making this_ ; "811"call. If you have any further questions,kindly contact me at 631-348-6150. Respectfully, Kenneth Stenger i Senior Supervisor Customer f=ulfillment Gas NY- 1650 Islip Ave,Brentwood,NY 11795 7:631-348-6150 F.516.545-2333 kenneth.stenger@nationalgrid.rom www.nationalgrid.com %rjf SID Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 a 01 BUILDING BUILDING DEPARTMENT November 18, 2020 TOWN OF SOUTHOLD Akselrad, Evan 16 Jay St New York, NY 10013 RE: Finish continuous/graspable exterior hand rail. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. X Final Survey with Health Department Approval. 11 X Plumbers Solder Certificate or Pex Affidavit Cl I Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) X Placard VF X Energy Test Results Final Storm Water Runoff Approval from Town Engineer X Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 42771-Z Demo/New Dwelling O a d a C SURVEY OF d LOT 87 �° \ °< MAP OF G ° a NASSAU POINT CLUB PROPERTIES , INC . � ` s \ °��yFgo ° NA , SECTION B �o�° V�� FILE No. 4745 FILED OCTOBER 4, 1919 ,�� AGF S�, SITUATE NASSAU POINT c TOWN OF SOUTHOLD . G SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 118-06- 10 ��/ �P�� S � Ate° �.; <, ., � ��O`'4. `" •c ��9r\ a a ° � SCALE 1 "=20' Q�°? APRIL 18, 2013 G� a ° AGE �.� / P o'��o NOVEMBER 10, 2014 UPDATE SURVEY / �\ �o ��e v O BF //"� °°2 a d a AREA = 35,494 sq. ft. 0 298 (TO TIE LINE) 0.815 ac. a� a J \ h G\ G OF n o O vo 11 .01 10 GN NOTES: 1 c,. „(,. 1 , / `�i•� 2. /1 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM °G EXISTING ELEVATIONS ARE SHOWN THUS: 5.o �.01 �9 O. 0�GAP EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —1 D— — — — 9- (` F.FL. - FIRST FLOOR \ S. ,� \ \ 30.3 h OJ G.FL. - GARAGE FLOOR ��' / x TB - TOP OF BULKHEAD / / �~ \� �$ 4 BB - BOTTOM OF BULKHEAD \G��/ ��\��' \x2a2 \ °°oo �y °9�r \\ k F�o�� ti6 TW - TOP OF WALL \ 0�\�O �O\r\G/� \ iio° CcF BW - BOTTOM OF WALL Foo Q P \ 001- 0. (39- 1z CERTIFIED TO: co EVAN AKSELRAD YASMINE ANAVI0q /\/\\� WESTCOR LAN TITI E INSIIP,A.NrN F CC)AAPAY '\ L � x30. \ 01 \ \/ x 21.1 X 20,5 \ \ \ \ \\ \ 23.8 u� X 17.4 \ /x 16.0 \ \ \ / G`�i /CO\�\ C�� \ c \ 0 \ x 19.1 x 26 5 \ h Dc \ \ \ \ / x 17.2 ��°° �,� � \ \ � / <✓ �/ I �I GPS GA x 50 z \ ,z �OG� \ yFyo I 1 F1'��1' PREPARED IN ACCORDANCE WITH THE MINIMUM �•• \ BB 5.1 \\ 132 I / / / / � STBYATHERDSAFOS.TAND APPROVEDITLE SURVEYS AANDSADOPTEDD v FOR SUCH USE BY THE NEW-YORK STATE BLAND TITLE ASSOCIATION. �,t y�}�^s��,!r,+.y@p 13.5 / f / IA r,; -•F `.��F G ` Q\ 16.9 x it 0.0 r r \ 9 rd'" 15.7 \ 'N.Y.S. Lic. No. 50467 �o F°J�o•� O UNAUTHORIZED ALTERATION OR ADDITION P /� G° TSECT O THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin III \ \ \ ,, EDUCTION 209OF THE NEW YORK STATE i TONN _P.10 \ \ \ \x\76 78,�� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND EMBOSSED SEAL S�ALL INOTDBEEAL CONOS DERED Land Surveyor TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN 00 \6�°� IS ON PREPARED, ANDTO THE SON ON HOTS BEHALF OMTHE SURVEY THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. IJoseph A. Ingegn , Jr. L.S. \ LENDING INSTITUTION LISTED HEREON, AND gegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI- TUTION, CERTIFICATIONS ARE NOT TRANSFERABLE. y Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-233 L EDS QEDSURVEY OE JUN 21201gLOT 87 n,a .?H 8ER� y SEs ¢� MAP OF T_ O NASSAU POINT CLUB PROPERTIES , INC . SECTION B FILE No. 4745 FILED OCTOBER 4, 1919 SITUATE I NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 118-06- 10 SCALE 1 "=20' APRIL 18, 2013 ° NOVEMBER 10, 2014 UPDATE SURVEY OCTOBER 19, 2015 ADD PROPOSED HOUSE \ APRIL 21, 2016 REVISED PROPOSED HOUSE JUNE 8, 2016 REVISE SITE PLAN d -38 AREA = 35,494 sq. ft. p�o°°�/ \ °� ° (TO TIE LINE) 0.815 ac. FOS .° e i CER TIFIED TO: I�\\xF �� l' EVAN AKSELRAD Soo o��\\G �9'� ��f�\ `.°�.� YASMINE .ANAVI S QJ WESTCOR LAND TITLE INSURANCE COMPANY S 1 X38.5 °� d S 1p I !� 000 � FEN° / ,,'f '"m•�,',��, �//' ve`� /{ °: 1 � And ..................�:: y stoQ o ticc 31.8 42 40.3 Q 0 Esc P ::.::..... ..i:..........:: ':i(;.:.r.::::r (i(:..:. : 40.6 y �.�1• v d' � O ` t\'� / ::( Ri?: (i}:i: . 00.' Ge /' ° o�`c*� �r '` � ..... .. �J. J \tom 9 �► °\ I r' Go ..... . P `� 00 P w ° . ° Off " 1'� ,s \ \, ° ,r• ., / L f 0I\A \ QO 6 :r.�r:i•i:ii•:' •::r.i�r:rr:�:�:rr:r�.�ro2c:.:�� \ ! ltr. / / '.'.'.':✓':.':.':.':.':.'.�:::.�.":::.�:.�:::.:':.�::' :' /e �e� �� s .\ �. � Q °. .d. � at�2�' 4P�kyr 7r. 0O /fP ......1......... ..... :': rrri 'r:iC ,.'' �P(��. .: i:':r:\'.is r.. °c:J ' ��+ d �Yy�. r' � .1"'�,�° ,�•y:a./ Q .... ........ \ s / A0 \, 2:::::::..yps `` ' / \ :. 019'y .....:::':i \�': 11�': P Ear er$ F 39.4 WELL \ \�, �10�' 6 ................ .. \..... \ ...... . W- ti' C)l .: \ .. �. .....' o sc. G c? o.. .......... �P o / \ \ . .... tt` S 0 ° S / �..:. p \i.:::::::::::::: : 9 NOTES: �. o / o o..:.. o oo.z �' ;17- . o \ \G \�\\• \o ':::.�,....:.. �q ,ocs 0 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM O, sr "Y��`SAO / ,e L EXISTING ELEVATIONS ARE SHOWN THUS: 5.0 211 �� yQ o pO��Q ,�F� /r / 1 shy ` d EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -10- x'� \ r r.�-�r r G ��9.o \ \ PROPOSED CONTOUR LINES ARE SHOWN THUS: 4 \'LFFL. - FIRST FLOOR �O O�Y �C �/ //\A\'O\� / ��` ��`' \� SCO S�� G.FL. - GARAGE FLOOR (�`� / _ BB - BOTTOM OF BULKHEAD SSS C'. TB TOP OF BULKHEAD TW - TOP OF WALL G P ' 'L� / �' \ ! BW - BOTTOM OF WALL PG GC'�SSD o� ciy \_r / �J O G °' �° "N oy0y 2. MINIMUM SEPTIC TANK CAPACITIES FOR 7 BEDROOM HOUSE IS 2,000 GALLONS. U� r // \ \� \ S O �Sg \ x 2z.o S'%� 1 TANK; 10' DIA., 5' DEEP 16.4 \ X 1 t�i9,� ' / / y c�<c�Et �j. 6�9 x2s.e 3. MINIMUM LEACHING SYSTEM FOR 7 BEDROOM HOUSE IS 600 sq ft SIDEWALL AREA. 2 POOLS; 12' DEEP, 8' dia. 000G� ��FOpGG�'y S��P�FO� S�SeJ� PROPOSED EXPANSION POOL \\ �,`� / I' / SS S P r� t bandOt'�r -nit of ex., ? SIAIC.3^ S1rT"i 7?1°? // GGF' / �" \ ,I ,5�. a1'be i0 / P / ��l COSTifO'rma C VJt.h d F'rXvT4 1"�(± r^ n . 4. PROPOSED LEACHING POOL / SO o •cv�� "� U.i,...:?� 'i�U°;:iii (D 8z- X I r' / GGt�,S °000� \ co4 i�ePed f�Iiii � -„_Sb = ?' oL' 1�.0 5.4 PROPOSED SEPTIC TANK 2.B X 11.2 QQ\. // 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. / _ 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND X Q // ° ° REMOVED IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. s�o r °• 6. AREA OF DISTURBANCE LANDWARD OF THE PROJECT LIMITING FENCE IS 22,250 sq. ft. Ne \ / G DRAINAGE SYSTEM CALCULATIONS: / 184 ROOF AREA: 4,237 sq. ft. EXISTING 4,237 sq. ft. X 0.17 = 721 cu. ft. , TOWN OF SOUTHOLD BUILDABLE 721 cu. ft. / 42.2 = 17.1 vertical ft. of 8' dia. leaching pool required / LAND LOT COVERAGE OVER °, UPLAND LOT AREA (32,684 sq. ft.) / 0 22.D (LOT AREA LANDWARD OF TOP OF BLUFF) PROVIDE (4) 8 dia. X 6 high STORM DRAIN POOLS 0 PROPOSED 8' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 0<, \o \ \ / ` DESCRIPTION AREA % LOT COVERAGE o� \�o \ \ HOUSE & PORCHES 2,886 s ft. 8.8% r C !: r "T QED jAnA�.TH��F:Yi1rC` � � tic \ \ \ � ' ��o �'° ?2 q s.U:��+�°�`��'�D'"`�'��T��'�i '� PREPARED IN ACCORDANCE WITH THE MINIMUM tit \/ 20.1 WOOD DECK AT HOUSE 514 sq. ft. 1.6% w " CORS' Mc'TION AOR I� BYATHERDSAFOS. AND APPROVED ANDR TITLE SURVEYS AS ADOPTED°` / \ \ rRl�4'��0 'tP it0Y4L C9F \ TEST HOLE DATA FOR SUCH USE BY THE..NEW.YpRK STATE LAND � (TEST HOLE BY McOONALD GEOSCIENCE ON APRIL 4, 2016) GARAGE 400 sq. ft. 1.2% 1�iilt' r 1:At".lLrf r:Er1r!:f1Cm TITLE ASSOCIATION ?o n�,n ° EL. 40.2' o. DECK AT BULKHEAD 495 sq. ft. 1.5% p 1 016 C-) tR� 0,,fi DARK BROWN LOAM OL SEP JO \ \ �O BROWN SILTY SAND SM N n.5. r` �'�4�• ��r `y` ��t� l O h TOTAL 4,295 sq. ft. 13.1% " I I' +� 2.8F//// , PROPOSED a \6 Ft%R MA,l4't�t" R a TOWN OF SOUTHOLD BUILDABLE r, LAND LOT COVERAGE OVER T:�'.6''li{��TkFtEE Y��".�'_ �� p�TE 0''' ��'�" ° UPLAND LOT AREA (32,684 sq ft.) (LOT AREA LANDWARD OF TOP OF BLZIFF) (e 1 ,� 'V N.Y.S. Lic. No. 50467 - e d . DESCRIPTION AREA % LOT COVERAGE A PALE BROWN FINE TO MEDIUM SAND SP UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin a e; HOUSE & GARAGE 4,237 sq. ft. 13.0% TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPLand Surveyor m III COVERED DECKS 554 sq. ft. 1.7% e THEILANDES FSURVEYOR'STHIS �INKED SEAL OMAP NOT R EL. 23.2' », POOL & HOT TUB 160 Sq. ft. 0.5% EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. DECK AT BULKHEAD 495 sq. ft. 1.5% CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. TOTAL 5,446 Sq. ft. 16.7% IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-233A2 I I PROJECT LIMITING SILT EXISTING PATIO PROPOSED SEPTIC FENCE(SEE DETAIL 1) TO BE REMOVED I SYSTEM DESIGNED BY -- —— I N 54.43'00'E 1 i I -0" OTHER / / PROPOSED / OPOSED I � GRAVEL BORDER / SEPTIC CLEAN OUT I (24'-0„) I tDW-3i = :•:,.:r _ / STEPS TO ��: �`: =s�r' ��t__r-' alb .: '=;. :z:m i+� :;,�;®! ®'�+r "ri oa.; ,. / \�� ST I DECK __1;1: �, � ,___-1-r�' :. x. r" '.. ----------- J ABOVEiFt !~ �r, -- 9( `-4") tBACK FROM Lfi r '` g "#�iif' -: @ a I r" : t OP OF BLUFF I ;�`,. ®p`•.:" .+Ar'�& rt= I / TEST HOLE i J P PROPOSED i, �P C GARAGE -----7'—= == __--- - EXISTING DRIVEWAY+ GARGEFFE -0" LP CURBING TO BE REMOVED23-1")X PROPOSED ! i STEPPINGSTONES - �' I i �I V i o o , _ I iiEP i T9PSOIL - X144-) \\ I 11 It+9 --------- +8T-0•' STpCKPILE 'tel ( EXISTING ' o PROPOSED , + - - --i 3T-0 PROP. I; !AR ,r' BOULDER RESIDENCE �s3s�s 3 N.SDR I; — IST FLOOR FFE.38ao" t i 35 PIPE I CONCRETE I I BASEMENT FFE:28•-s• i i ,�\ �` i n,P i i -j WASHOUT AREA \ `. _ ---- �,' �� I LAWN I l iT; IDW-2)-----�DW-1i nv40 Nom/ �� `1 /! PROPOSED 7 lilt _- -_ WATER MET ER EXISTING AC UNIT ;'I, ill x '' i _ i I 1' ° ` LOCATIONTO BE RE _---- TD 36-B. PROPOSED �1 `: ' �G(R\� / I ROPC�ED 50 FEET OF PROPOSED / tER GRAVEL I DRIVEWAY TO BE USED FOR GRAVEL ;�1P i I ! I GAS LINE BORDER t \\NE t I DRIVE Y �. CONSTRUCTION ACCESS x ' --- ----- - ' _-�� TD 37-3" J� (SEE DETAIL 3) i —�j 128'-9"1 = -Y::'. t x - - -- - ----- - - --- - —CONST UCTION _ . '' ` r•..•. -T) _ GIN O ) - _ G HAYBALES TO REMAIN / 11 j �,�--�\ 1/ �\ --- /-- / / +��_o" t/ 37'-0"+ 111:A // I DURING CONSTRUCTION IDW-5, ! 1DW�4j i 1- —'i /BS36 / / % x( -01 ----- - -- -- ..........--->=Jx(42'4") x , 43!-7 = � �.se s s4"43�am w /EXn1STj1NG xPROPOSED / PROPOSED PROPOSED EX.TREE TO CATCH BASIN MASONRY TRENCH DRAIN TO REMAIN TYP. PROPOSED BURIED PIPED TO DRYWELL BORDER BE PIPED TO DRYWELL PROPOSED PROPANE TANKGRAVEL BORDER RESIDENCE, (SEE DETAIL 5) (SEE DETAIL 4) 1 EXISTING CESSPOOLS DECK+STEPS TO BE EXISTING GARAGE j PROPOSED TO BE ABANDONDED REMOVED PROPOSED EQUIPMENT PRECAST DRYWELL TO BE REMOVED TYP.(SEE DETAIL 2) PROPOSED MASONRY RETAINING WALL 0 50' MIN. G) BUT SUFFICIENT TO KEEP 0 SEDIMENT ON SITE T � HAY BALE AND/OR SILT FENCING 0 GRADE D TOP OF DRYWELL < m = ' (SEE PLAN FOR BACKFILL 3'-0"MINIMUM m �A� n 76 ELEVATION) ? = 00 PREC/'ST CONCRETE DOME SDR 35 PVC O D INLET PIPE o SEE PLAN FOR GRADE 18'-0"MAX. C.to C. TOP OF DRYWELL u ; PIPE SIZE 2'-0" w>=thy,rt. o f MAX (SEE PLAN FOR k .�w,m, E SDR 35 PVC BACKFILL 3'-0"MINIMUM • ; , _ ELEVATION) ^' _' ll�_ a w OVERFLOW PIPE ❑ D ❑ � � - z w AROUND DRYWELL WITH f� € y mr -r, LL ,�, ,� �+ ' SEE PLAN FOR ❑ D` (� � 1 4"-1 z"MEDIUM COARSE r —� PIPE SIZE ❑ D D D SAND/GRAVEL o _,..r X—p =s = ' = ��a �` p 0 0 kE PRECAST CONCRETE Q EE PLAN FOR DEPTH O STORM DRAIN RING =F PERSPECTIVE VIEW GEOTEXTILE - 1, ❑ D D D ❑ TIED TO WIRE FENCING NOTES: 48"FENCE POST ❑ D [] D p 6'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. EXISTING COMPACTED SOIL 9 O.C. p D p GRAD 25-0"MAXIMUM DEPTH BELOW GRADE GEOTEXTILE G ' TO BE BURIED IN GROUND, 2'-0" S SHOWN YIN EE MIN SEE PLAN FOR WIDTH 2'-0"MINIMUM ABOVE GROUND WATER ' GR N NRATEABL61L 2'-0"MAXIMUM ACCESSCHIMNEY (IF NECESSARY) ROAD NOTE: 6-0" MAXIMUM DRAINAGE AREA MIN DRYWELL TO BE INSTALLED AS PER STATE AND HAY BALE AND/ R 5" 1/2 ACRE / 100 LINEAR FEET LOCAL CODES SILT FENCING zJ-0 CLEAN MEDIUM SAND AND GRAVEL-RATEABLE SOIL COARSE FILL ,� PROJECT LIMITING SILT FENCE PRECAST,CONCRETE DRYWELL CONSTRU Plan Not to Scale iI Plan Not to Scale 3 Ff' 1 SLOPE o GRAVEL DRIVEWAY 114 4 ACO DRAIN GRATE- ACO POLYMER CONCRETE TYPE 605Q WAVE K200 CHANNEL SYSTEM WITH GALVANIZED STEEL GRATE -I I I=!;LEI D I I— GALVANIZED STEEL EDGE RAILS #5 REBAR AROUND GRAVEL DRIVEWAY -ACO-POLYMER PRODUCTS- PERIMETER OF DRAIN �li!�li !�I��__ PIPED TO DRYWELL —III-!I i—,I!—,I!—!1 - c 4,000 PSI CONCRETE !1=11 11E! NDS #1242, #1243+#1245 UNIVERSAL 1I— ° LOCKING OUTLET TWIST --i l!=!I!=i i I LOCK INTO POSITION i i i l 1=1I= `6" AT ANY KNOCK OUT I I I II , I I! i!I LEI FITS 3"+4"SOLID WALL OR 6" 1:E-L11 I= I— I CORRUGATED PIPE -i ;--j i 1=j! _!!1-III—;IIi=ili—iI! COMPACTED SUBGRADE NOTE: 7 CnMPAC" Fll f NDS ADAPTERS THAT FIT THIS BASIN AREAS FOLLOWS.# •yam 48' FENCE POST ❑ = I� 0 ❑ 6'-0' EXISTING COMPACTED SOIL 8'O.C. GRAD ❑ ❑ GEOTEXTILE 25' I TO BE BURIED 2._0�� IN GROUND, 2'-0' S sHowN LL E MIN SEE PLAN FOR WIDTH GR N N MTEABLEI SOIL 2'-0' NOTE: 6 MAXIMUM DRAINAGE AREA MIN DRY 5" 1/2 ACRE / 100 LINEAR FEET CLEAN MEDIUM SAND AND GRAVEL- RATEABLE SOIL LOC COARSE FILL i s 1 PROJECT LIMITING SILT FENCE Z PRECAST CONCRETE DRYWELL Plan Not to Scale { Plan i { GRAVEL DRIVEWAY ACO DRAIN GRATE- ACO POLYMER CONCRETE TYPE 605Q WAVE K200 CHANNEL SYSTEM WITH GALVANIZED STEEL GRATE GALVANIZED STEEL EDGE RAILS #5 REBA -ACO-POLYMER PRODUCTS- GRAVEL DRIVEWAY PERIMETEI PIPED TO DRYWELL 4,000 PSI CONCRETE NDS # r • #12 LOCKING • a < LOCK II AT AN' —1 i 1=! FM !Ed I!— ti—IIi=ili=!If_ —I 11-1 I iEEI i I- a a s CORI -I 11-1 11-!!1 IE11- I-I I I I-I I,i 11 l 11111 1- -IIi=III=III-i I i- !_!j I--!I;=►.11--1 i!=1' � _!l!��{!!i!Ifi!lilill-=�Isill!!�-III!��1!IIIIITI!�I�'III(hili!!lil!IIIII�`�I!I,��!!11111�1;-ti51 —i,i—{��—.��=iii=T=i►I-1!1_ COMPACTED SUBGRADE STRIP DRAIN DETAIL ff 4 Section Not to Scale -' ISSUE REVISION ISSUED FOR REVISED FOR ISSUED FOR 1 02.17.16 7 08.20.18 SITE APPROVAL 4 07.21.16 APPROVAL PERMIT 2 03.08.16 REVISED ACCESSORY- 5 11.17.2017 ISSUED FOR ' ' POOL BUILDING OWNER REVIEW 48"FENCE Posr ❑ ❑ 0 ❑ ❑ 6'-0"MINIMUM PENETRATION INTO RATE-K9115SOIL" � � � � - � r � ~-��= � �== � s'o.C. 3/44'STONE BLEND OR N.Y.STATE D.O T. 0 25'-0"MAXIMUM DEPTH BELOW GRADE FILL TO 18" (MIN.) ABOVE EXISTING GRA SLOPE 2'-0"MINIMUM ABOVE GROUND WATER L E MIN SEE PLAN FOR WIDTH ROAD GROIN PABLEI SOIL 2'-0"MAXIMUM ACCESSCHIMNEY (IF NECESSARY) 6'-0JM DRAINAGE AREA MIN DRYWELL TO BE INSTALLED AS PER STATE AND HAY BALEAND/ R CONSTRUCTION ENTRANCE-FOUNDi 2E / 100 LINEAR FEET LOCAL CODES SILT FENCING " CLEAN MEDIUM SAND AND GRAVEL- RATEABLE SOIL /4STONE BLEND OR N.Y. STATE D.O. COARSE FILL FILL TO 18" (MIN.) ABOVE EXISTING GF z PRECAST CONCRETE DRYWELL 3 CONSTRUCTION ACCESS DETAIL Not to Scale ! Plan Not to Scale Plan Not to Scale NDS 1813 CAST IRON GRATE SLOPE SLOPE GRAVEL DRIVEWAY rd rd 1111 ACO DRAIN GRATE- § TYPE 605Q WAVE GALVANIZED STEEL GRATE !I i=?I i=? I_ _ IE -111=!!!=1 I I-! #5 REBAR AROUND GRAVEL DRIVEWAY —1 i --i —_' PERIMETER OF DRAIN III--i;!-1 11-, !—!, g °-I 11!'Ill?-! !I- =111 111=!11=11!=II�i��- 4 1 3,500 PSI CONCRETE 4,000 PSI CONCRETE NDS #1242, #1243+ #1245 UNIVERSALj 1=!I?-1 I?— —==i ;„ _ NDS #1266, #1888 OR # LOCKING OUTLET TWIST =?Ill?. ! ?_! ! !-1!( 1!1= UNIVERSAL LOCKING OL LOCK INTO POSITION TWIST LOCK INTO POSITI( -= AT ANY KNOCK OUT ANY KNOCK OUT I_� !- ° =1 =1 i 1= FITS 3 +4'SOLID !_' I I!_ -i!`=1 I I- FITS 6"OR 8"SOLID WALL ' WALL OR 6" =111=1!':=1 I I;?' c !'—f =1! 6"OR 8"CORRUGATED F c 6 _!I 1—!11-I I IT—ICORRUGATED PIPE ,i I_li I !— II ,—,r 3,500 PSI CONCRETE ?FE I _ --I I I-I I 1=i I 1-I ,i _ -- i— a� CRUSHED STONE BASE -,;�� =1 I!=1 I I-I I�-I�1-1 ?1?_!??=1!I I!_!!!=1r!=II?=il,_!II=1!!_!11 i!!=1!!=1!1 COMPACTED - SUBGRADE NOTE: 7 NDS ADAPTERS THAT FIT THIS BASIN ARE AS FOLLOWS. #1242, #1243, #1245, COMPACTED #1266, #1888+ #1889 USE#1206 IF PLUGGING AN OUTLET. INCLUDES (2) #1890 SUBGRADE REDUCER RINGS USED WITH SMALLER CONNECTIONS. !RAIN DETAIL 5 NDS 18" SQUARE CATCH BASIN Not to Scale Section Not to Scale REVISION EVAN AKSELRAD :VISED FOR 7 08.20.18 ISSUED FOR ARCHITECT / ENGINEER ANAVI R 'PRovat PERMIT 16 JAY STREET 9820 NASSAU POINT F SUED FOR NEW YORK, NY 10013 CUTCHOGUE, NY 119 IINER REVIEW �._ "IS-fCONCT10WENTRANCI=-FOUNDATION OF COMPACTED 3/4'STONE BLEND OR N.Y.STATE D.O.T. APPROVED R.C.A. FILL TO 18" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE EXISTING GRADE i I CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED /4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. FILL TO 18" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE Drainage Calculations and Structure Schedule Drainage :TION ACCESS DETAIL Structure Size Elevation Invert In Invert Out Not to Scale Proposed Dwelling (4,237 sf @ 100%)+Proposed Driveway(2,930 sf @ 100.00) 7,167 SF x 2" rainfall (.167)=1197 CF/8'Dia.Drywell (42.3)=28.3'depth req'd NDS 1813 CAST DW-1 8'Dia x 10'depth IRON GRATE I DW-2 8'Dia x 10'depth SLOPE GRAVEL DRIVEWAY DW-3 8'Dia x 10'depth DW-4 8'Dia x 10'depth (I Del-5 8'Dia x 4'depth 44'depth provided TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE i i=i ON APRIL 4,2016) 1 L E G E N D °—111—I 11-1!1 !!I Ei I 3,500 PSI CONCRETE 4 F - ! =I�1=!I I_-1 11= EL.40.2' 0.0' l r � PROPERTY LINE I TOP OF WALL =!!!—I!!= DARK BW BOTTOM OF WALL =1�— OL BROWN LOAM 1.5' _ NDS #1266, #1888 OR #1889 100'BLUFF SETBACK DW-1 PROPOSED DRYWELL _,A` IE UNIVERSAL LOCKING OUTLET BROWN 1 -11—I I TWIST LOCK INTO POSITION AT SM SILTY SAND # —1�'—III_ ANY KNOCK OUT 3.0' 1 � TOE OF BLUFF PD-1 PROPOSED POOL DRYWELL 11—_ )A !,--=1IEllIE=I II= FITS6"OR W SOLID WALL OR M1= TOP OF BLUFF ST PROPOSED SEPTIC TANK _ I 6"OR 8"CORRUGATED PIPE X(25'-1') EXISTING ELEVATION 3,500 PSI CONCRETE t,,;." LP PROPOSED LEACHING POOL u +zs-t� PROPOSED ELEVATION PALE BROWN SP FINE TO EXISTING CONTOUR 3"CRUSHED STONE BASE MEDIUM SAND (51------- EP PROPOSED EXPANSION POOL 4 : �, � PROPOSED CONTOUR ^4 TD TOP OF DRAIN PVC DRAIN PIPE CJI 1242, #1243, #1245, Ts TOP OF STEP D LET. INCLUDES (2) #1890 +' BS BOTTOM OF STEP z CATCH BASIN OCT 1 9 2018 F=1 UNDERGROUND ELECTRIC PROJECT LIMITING FENCE EL.23.2' 17.0' BUMDING DEPT. Not to Scale PROPOSED UNDERGROUND PROPOSED ` PROPANE GAS LINE – – – – WATER SERVICE OF 30UT>�OLD ,4 11 GENERAL NOTE:. �''Ml SHEET: SEAL&SIGNATU DATE: 2018-08-20 C :n!z; ,`SrRED ARMC, PROJECT NO.: 17044 R ANAVI RESIDENCE ALL DRAWINGS,SPECIFICATIONS, PLANS, IDEA CALCULATIONS, DETAILS, 5 AKS , �� ARRANGEMENTS AND DESIGNS REPRESENTEDUR REFERRED TO IN THIS �� Q� _{ L RAWING BY: SS DRAWING ARE THE PROPERTY OF&OWNED,Bl VAN AKSELRAD- r2I o K.BY: EA 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJ�EGT FOR'WHICH THEY ARE NO.: s MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED CUTCHOGU E, NY 11935 AND PRODUCED`FOR`THE SOLE USE OWN AND^NcCOneC�T`IONW�T�HTn nR --' <t'%:vm I I i PROPOSED I - FENCE+GATE EXISTING PATIO TO BE REMOVED 8 PROPOSED SEPTIC / o / SYSTEM DESIGNED BY 348 ss / OTHER — --- \ I I \ _ PROPOSED // SED GRAVEL BORDER j SEPOTCOCLEAN OUT I \ (30'- ) -� r-92 TW32-0 ----- �- 1 STTS N 3"J)x +30'-li" 28'_S, i /�� i 32'4'7 I(� '-4") -' ��_� 38.5 >/ ) t ' PROPOSED � � � �� LP TEST HOLE ,-%� \� _ GARAGE 1�� I _ CZ GARAGE FFE:3T-0" ' i LP i I �` _� ____ �--_ _-' EXISTING DRIVEWAY+ PROPOSED STONE 4o'-t t"J `✓ \ CURBING TO BE REMOVED `---1 BORDER WITH STEPPING 1 STOt�JE IN GRAVEN I I;' i ',Ep " -------- 1 l' 11 i TgPSOIL PROPOSED + Q _______ +ar-oX37 0_ _ I �-4-' STpCKPILE j a RESIDENCE 38''6' I PROP. I\ 11 I AREA EXISTING O 1 4"SDR I', i I �' BOULDER IST FLOOR FFE 38'-i0" 1 , I 1j DRAINAGE INSPECTIONS ARE REQUIRED' WN eASEnAEIYrFFE 28'-s' , 35 PIPE q o CONCRETE a I ' TYP I ��_ = -� Contact TOS Engineering at 765-3 569 b 1 ` NP1, -- WASHOUTAREA eforL- i 1 ADW-1;---- DW-2; . 'I PROPOSED Ovide Engineer's Certification .. .....1.; - TW 40'-0'.I a 1 1! Backfill, OR Pr" WATER METER Cat the drainage has been installed to Code- EXISTING ACUNIT L� I 7D 36'-8'11 LOCATION r �I +3T-0" U TO BEREMOVEDPROPOSED , i'// i E\E�NE PEER i IPGRA�JiI LD 50 FEET OF PROPOSED GAS LINE `)I I I DRIVEWAY TO BE USED FOR GRAVEL ; �� r=� \NE i J DRIVE V�AY ` I CONSTRUCTION ACCESS 28'-9") BORDER -�% - -----�_� I l 4r-4° (SEE DETAIL 3) - 41'-2') EROSION &SEDIMENT CONTROLS x - -- - ------ - - --- --- CON UCTION =----- --= / _ ST ING i -1---- Shall include but not be limited to: -- - -- ------ HAYBALES TO REMAIN O A well maintained Construction Entrance, l / 1__ /36'-0" 3 +3T-0" / I/ I E i > / I, 3r-o"+ �� i I I DURING CONSTRUCTION Wire Backed Silt Fencing,stabilization & 1Vv / 1 i \\ ) 40 0 / L---_- _ __ ___________ _ _ \ Seeding of exposed and/or inactive soil, x(38'-5") -- -- --�- (42'-4') • 7) \\ ---� o (28.-6") a PROPOSED PROPOSED / PROPOSED EX.TREE TO PROPOSED BURIED CATCH BASIN MASONRY TRENCH DRAIN TO REMAIN TYP. PROPANE TANK EXISTING RESIDENCE, PIPED TO DRYWELL BORDER BE PIPED TO DRYWELL (SEE DETAIL 5) (SEE DETAIL 4) APPROVAL OF STORM ATER MANAGEMENT EXISTING CESSPOOLS DECK+STEPS TO BE CONTROL N -T Code TO BE ABANDONDED REMOVED PROPOSED EXISTING GARAGE i ®fit®, 8` r 6 PRECAST DRYWELL TO BE REMOVED TYP.(SEE DETAIL 2) PROPOSED MASONRY Apprav d y; RETAINING WALL 50' MIN. BUT SUFFICIENT TO KEEP SEDIMENT ON SITE HAY BALE AND/OR SILT FENCING A = OO I'. I• rn -U ;VN n0 � - it M mp� =7 1 SURVEY OF LOT 87 ¢� MAP OF Q,o NASSAU POINT CLUB PROPERTIES , INC . SECTION B FILE No. 4745 FILED OCTOBER 4, 1919 SITUATE NASSAU POINT p GJ%,A � TOWN OF SOUTHOLD Jy�,S ' SUFFOLK COUNTY, NEW YORK `%ti% S.C. TAX No. 1000- 118-06- 10 SCALE 1 "=20' APRIL 18, 2013 ° NOVEMBER 10, 2014 UPDATE SURVEY OCTOBER 19, 2015 ADD PROPOSED HOUSE ` APRIL 21, 2016 REVISED PROPOSED HOUSE JUNE 8, 2016 REVISE SITE PLAN (� OCTOBER 7, 2018 LOCATE HIGH AND SPRING HIGH WATER MARKS ° 'v NOVEMBER 26, 2018 STAKE FOUNDATION APRIL 11, 2019 FOUNDATION LOCATION '1J°y0 $$ boyo O o�� e AREA = 35,494 sq. ft.e (TO TIE LINE) 0.815 ac. ° .. e CER TIFIED T0: EVAN AKSELRAD YASMINE ANAVI WESTCOR LAND TITLE INSURANCE COMPANY /x10 15 1. / d ee / /'0, ° 4� ' d s� ca�ctio °. .. do 0. Oy X- 00 pp"J y tiv 0L A \ k?' WELL � �, G 5 /O-P ti��tiy S6 L O. o. r'o QP r x`60 ti• \ O� FOOaG G A �O Gly AW. K �G•C�� c � J�� t {'� ,' ,}}' JUL 1 6 2019 0-6 ell 1p J 0j J °20 r '$01 qA Lj A r G 0�1 �O� �, sA FP Bl h0. tin ti 9 Pyo 00O 9J� ASG 2c J�J PREPARED IN ACCORDANCE WITH THE MINIMUM op �� FOOl�G. STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 09P� G BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 0 FOR SUCH USE BY THE EW--'60RK"STATE LAND O F P TITLE ASSOCIATION. OF Ca ?O Dc A. 44 CD 00 Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Lathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-233D 4� SURVEY OF LOT 87 MAP OF NASSAU POINT CLUB PROPERTIES, INC. 1 SECTION B FlIF No 4745 FILED OCTOBER 4, 1919 SITUATE NASSAU POINT o TOWN OF SOUTHOLD s SUFFOLK COUNTY, NEW YORK `Aao S.C. TAX No. 1000-118-06-10 SCALE 1"=20' APRIL 18, 2013 NOVEMBER 10.2014 UPDATE SURVEY OCTOBER 19,2O1S ADD PROPOSED HOUSE . 41 APRIL 21,2018 TINA PROPOSED HOUSE DOTOOM 7.2018 NCWVIf HIGHRAND SPRINCPHNH WATER 4ARi(S j •SAY,(� APRIL 11.2019 FOUNDATION LOCATION v. NWENBER 26.2018 sr.FOUNOATON DOMEIER 7.2020 AS BUILT SURVEY 9a 4 4 4{',� S \'F, a''•�,t/� (m TIE UNE) 5UNE) 08154 ac. ft. _ 66 Qlrs x$* A O CERTIFIED TO: S°gJJ° EVAN AKSELRAD YASMTNE ANAVI ! �``� g// ��_ a•4 �,� WESTCOR LAND TITLE INSURANCE COMPANY SEPTIC SYSTEM TIE NELSUREYEMS a` GARAGE GARAGE q� e _.q �Y,y / 1�'� • CORNER(A CORNER BQ L @ p• y 4TZ). ® COYER SEPTIC TANK 28' 215' 4 + a COACHING POOL 27, . \ COYER 1 1EACNWO POOLCOVER 2 39• �. ' d 1. q dd .fes ad' rd yOc o % , „ �'T'+ 4 'yfO,Oh o•GP 56156 4A,yo 40 . �v .,nor � ' ° off• s4�°PO'?61+y'°� J��P�' - - _ d� oe Qa 1 , iIle (0D 5 0D Qa,g r r+J�FC':c�J'TY CSO:ti7LlcV%C-tc.Lni�u:4TC,co - -p .� � Dzta AN 2 8 2021 40” Thotc DGG1.-C7-1.^..a-Wllei CC. milb— `pcP.�, N„1SP LI*Wzd v =WDdlYCa LW;Y:mr3aFG r,%xbcd A}ANm �cc7 �, 0G•••,'^+�;F-0RAL'�r)Q�421 :004'3. Maa � � � AAo vA`' "APs,aim mlc"sm"rs wv1ern O OF Al Aoomn sua use Me Nn mmc swc uav 9� � ��e yea s 1 I trl Z^L.' SiY.7 NYS Llc Na 50467 Nathan Taft Corwin III m Txa sNVEr s A vmulcN a �>�a n¢new Ywu surf ,..:•,,,,.,yam�R�61RaY'MV NGT LUAaNn Land Surveyor ,HF W0 91AElpR'k RY29 5FK 011 �!}tA VjCLJt'H. Ddb5$sx SNNL not R aoamD® �1•�19�9�wem,�mP1. } D:iZ ppLy M SI--Ta Stmdry J.=N Jr LS. 0 81�Q sAar m ME Easox Inn WWII Tla;slmn JoreM a I�goo is T ME As9RrtF5 OF TIS M7maC SIF Ne SL,ys-SuDdhNartv-STe PMa- COn6Wdpn Lcput 1Enoan wsmulnN usRn NERD)N.uro (13AI��_j�j',I�L� �EJJ mpon Ns,yryy PHONE(671)727-2090 Fm(631)727-1727 3 38 THE 0G7TENGE of RIGHT OF WAYS• OFFICES LOCATED AT IMIUNG AGGRESS Alm/OR(ASEYCNIS OF R[CopO p 1586 Ncm PA Baa 16 ANI,NGT SNGWN ARE Mnr GUARANI® JmneSpoH,N-Yohbrk 11947 JvrespaN,Nee York 11947 SURVEY OF LOT 87 ti � MAP OF .010 NASSAU POINT CLUB PROPERTIES , INC . SECTION B FILE No. 4745 FILED OCTOBER 4, 1919 SITUATE NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 118-06- 10 �9TF SCALE 1 "=20' APRIL 18, 2013 e•° d"e ' . NOVEMBER 10, 2014 UPDATE SURVEY OCTOBER 19, 2015 ADD PROPOSED HOUSE APRIL 21, 2016 REVISED PROPOSED HOUSE ' `e. JUNE 8, 2016 REVISE SITE PLAN \ OCTOBER 7, 2018 LOCATE HIGH AND SPRING HIGH WATER MARKS ;a NOVEMBER 26, 2018 STAKE FOUNDATION e•. ,e v, (� APRIL 11, 2019 FOUNDATION LOCATION OCTOBER 7, 2020 AS BUILT SURVEY y 000 \ O ° �,r, •� e `�$ AREA = 35,494 sq. ft. (TO TIE LINE) 0.815 c]C. IY o � ��• \��°� s�� a. .• 'Awa CERTIFIED T0: Spy$�.��\�� v��' /�_,G �,, � ° •° .. . <</�,O-�` EVAN AKSELRAD YASMINE ANAVI c sWESTCOR LAND TITLE INSURANCE COMPANY 00, o. ! 40 a ® A�o c °: ° SEPTIC SYSTEM TIE MEASUREMENTS �. `b!yy o°�`e GARAGE GARAGE eCORNER CORNER[A] oo�G-/ �o°f`?"P y � �5'�� O/\ .� m. ° '•e a' SEPTIC TANK .�, °�• . e ° a' COVER 28' 21.5' LEACHING POOL ° 1 COVER 1 23, 33 'g G egg° coy �o ° LEACHING POOL .0. ryas O�� s. eG�0 ^\l boy G�GJ�e \ .•d `• COVER 2 39' 39' %9� � en G / y0, ` T yip° `I•�0?� � s !! 9� �P .� 11 I GAgAGAP WELL << 16 ss _ BOG 9�0 ry9h \ Z° r00y \20 000 00 O C �s ! ,p r00y00� <9G� \ OyF J}, 00C"00L J F! FQ�FP f A� O / r �°G ,, y QPM FY v' �_" S �tiF F ti� Fo�� ^sc •t.� c:....,�-1 . _. ., �,� �__ ...,.. .' ;,�., 7 i:s•.•� TIn£rr C'l3U anrt':'' ccri.Te- !'i`.:.5 L.>^:i":'."" ;C Ci:' i' .' C: i cad fotmj to 0 O j� oh Yo �0 � beez)Uem oryi ORAC.i«a:;:; ' r0 ycs s0� BIG l yoF C yc of r c �� .�.,..�,.:,._I,:.:_`..�..�."�._.:�:,:,__�.�._�...—.....,_.•_.. ti 0� ' Y 0 OP mCG �y�' PREPARED UM STANDARDSIFOR TITLE ACCORDANCE WITH EYS AS ESTABLISHED G BY THE L.I.A.L.S. AND APPROVED AND ADOPTED O FOR SUCH USE BY THE NEW YORK STATE LAND G4� O,y 0TITLE ASSOCIATION. 0 '' ._........ . ;0" .?0,� 0� A .,Ov >� u N45 i 01 X00 S � . N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION t® 0 B ® of tCorwin 1 TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, LAVNWA COPIES OF THIS SURVEY MAP NOT BEARING and THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CUNSIDERED ------ ''TO'BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. ingegno L.S. Pa IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout f LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS - .. THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 . AND/OR EASEMENTS OF RECORD, IF i ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-233E y REScheck Software Version 4.6.4 Compliance Certificate Project Avani Residence Energy Code: 2015 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,051 ft2 Glazing Area 24% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 9820 Nassau Point Rd Evan Akselrad Architect/Engineer Tom Baccarella Cutchogue, NY 11935 16 Jay Street NY Building Technology Group New York, NY 10013 159 Rt25a Building 1 Suite 4 Miller Place, NY 11764 631-495-0289 nybtgtb@gmail.com Compliance: Passes using LIAtra emo, Compliance: 18.5%Better Than Code Maximum UA: 1007 Your UA- 821 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor over Unconditioned:All-Wood j oist/Truss:Over Unconditioned Space 1,072 19.0 6.0 0.037 40 Walls to Ambient:Wood Frame, 16" o.c. 6,265 26.5 0.0 0.051 244 Window 1:Wood Frame:Double Pane with Low-E 1,272 0.290 369 SHGC: 0.29 Window 2:Wood Frame:Double Pane with Low-E 54 0.330 18 SHGC: 0.27 Door 1: Glass 155 0.290 45 SHGC: 0.29 Conditioned attic/Vault: Cathedral Ceiling 3,272 49.0 0.0 0.022 72 Basement Wall 1: Solid Concrete or Masonry 1,143 24.0 10.0 0.029 33 Wall height: 9.0' Depth below grade: 8.0' Insulation depth: 9.0' Project Title: Avani Residence Report date: 02/05/18 Data filename: P:\NYBTG WORKFLOW\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 1 of 10 y Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name Title Sit OMPOM Date 1 Project Title: Avani Residence Report date: 02/05/18 Data filename: PANYBTG WORKFLOW\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 2 of 10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a'separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies :Requirement will be met. 103.2 :documentation demonstrate ❑Does Not [PR111 :energy code compliance for the 4 :building envelope.Thermal ❑Not Observable ;envelope represented on F ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ; [PR3]1 ;lighting and mechanical systems. []Not Observable , U :Systems serving multiple ❑NotApphcable :dwelling units must demonstrate ; compliance with the IECC ; Commercial Provisions. : 302.1, ;,Heating and cooling equipment is: Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.7 i sized per ACCA Manual S based Btu/hr : Btu/hr :❑Does Not [PR2]2 ion loads calculated per ACCA Cooling: Cooling: t❑Not Observable J ;Manual J or other methods Btu/hr Btu/hr 9 approved by the code official. ;❑Not Applicable ; Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Avani Residence Report date: 02/05/18 Data filename: P:\NYBTG WORKFLOW\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 3 of 10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies?` Comments/Assumptions & Req.ID 402.1.1 ;Conditioned basement wall ; R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 :insulation R-value.Where interior: R_ R_ ❑Does Not table for values. v insulation is used,verification may need to occur during ❑Not Observable !Insulation Inspection. Not ; ;❑Not Applicable ;required in warm-humid locations; in Climate Zone 3. ; 303.2 ;Conditioned basement wall ❑Complies ;Requirement will be met. [F0511 :insulation installed per El Not V ;manufacturer's instructions. ❑Not Observable ; ^ x ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [FO6]1 :insulation depth of burial or ;❑Does Not table for values. distance from top of wall. ; ; ;❑Not Observable , j ;❑Not Applicable 303.2,1,. A protective covering is installed 10complies ;Exception: Requirement is ~nota applicable. [F011]z to protect exposed exterior " ❑Does Not PP �� insulation and extends a �' minimum of 6 in. below grade. j-' ❑Not Observable a ❑Not Applicable ; 403.9 i Snow-and ice-melting system ❑Complies ;Requirement will be met. [FO12]2 j controls installed. _ ❑Does Not of I []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Avani Residence Report date: 02/05/18 Data filename: P:\NYBTG WORKFLOW\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 4 of 10 Section Plans Verified Field Verifieda # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.3.6, I ;❑Not Observable ; 402.5 I ; ;❑Not Applicable [FR2]1 Q 303.1.3 ;U-factors of fenestration products ;, ❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance "' a° ` []Does Not ;with the NFRC test procedure or ;taken from the default table. ❑Not Observable ; ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier I ❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not ;instructions. ° f ❑Not Observable ❑Not Applicable 402.4.3 'Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting s q ❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 V ;or has infiltration rates per NFRC ❑Not Observable ; 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 SIC-rated recessed lighting fixtures j ❑Complies ;Exception: Requirement is [FR16]2 i sealed at housing/interior finish a ❑Does Not not applicable. sand labeled to indicate s2.0 cfm - leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ; ❑Complies ;Exception: Ducts located [FR12]1 i insulated >= R-8 where duct is = ❑Does Not completely inside the >= 3 inches in diameter and >_ ;building envelope. R-6 where< 3 inches.Supply and ❑Not Observable ; :return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ; :for< 3 inches in diameter. 403.3.3.5 ;Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 !ducts or plenums. ❑Does Not E]Not Observable } ❑Not Applicable 403.4 ;HVAC piping conveying fluids ; R- R- ;❑Complies ;Requirement will be met. [FR17]2 - !above 105 °F or chilled fluids :❑Does Not J ;below 55°F are insulated to>_R- ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVACr ❑Complies ;Exception: Requirement is [FR24]1 1 piping. ❑Does Not !not applicable. U � ❑Not Observable ❑Not Applicable 403:5.3 J Hot water pipes are insulated to ; R- R- ;❑Complies ;Requirement will be met. [FR18]2 - j>_R-3. ! ;❑Does Not ;❑Not Observable , ( ;❑Not Applicable 403. z 6 iAutomatic or gravity dampers are ❑Complies ;,Requirement will be met. [FR19] l installed on all outdoor air s ❑Does Not intakes and exhausts. ❑Not Observable ,. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Avani Residence Report date: 02/05/18 Data filename: P:\NYBTG WORKFLOW\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 5 of 10 l F1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Avani Residence - Report date: 02/05/18 Data filename: PANYBTG WORKFLOW\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 6 of 10 Section , Plans Verified . Field Verified,, ;# InsulationAnspection a - _ Value Value' Complies?. Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 orthe installed R-values "x, •` '��;_��`";s ❑Does Not J tprovided. -]Not Observable IE]Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1]1 U i ;❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per ' ;Ex , �_ ❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and ' ' ❑Does Not [IN2]1 :in substantial contact with the []Not Observable :underside of the subfloor, or floor s. framing cavity insulation is in ? ' ❑Not Applicable ; contact with the top side of sheathing,or continuous ; insulation is installed on the underside of floor framing and ,extends from the bottom to the !top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4)1 lmanufacturer's instructions. _ ❑Does Not ❑Not Observable E❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Avani Residence Report date: 02/05/18 Data filename: P:\NYBTG WORKFLOW\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 7 of 10 Section Plans'Verified Field Verified- -# Final Inspection Provisions Value Value Complies?, Comments/Assumptions & Req.ID ' 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FII]1 I ;❑Not Applicable ; ; 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. - ❑Does Not [F12]1 :Blown insulation marked every ;300 ftz. ❑Not Observable ❑Not Applicable ; 402.2.3 ;Vented attics with air permeable ❑Complies ;Exception: Requirement is (F122] !insulation include baffle adjacent []Does Not z :not applicable. i to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 :insulation >_R-value of the ;❑Does Not ;adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies ;Exception:All ducts and air [FI4]1 I cfm/100 ft2 across the system or ftz ftz ;❑Does Not handlers are located within <=3 cfm/100 ft2 without air ; ; ;❑Not Observable ;conditioned space. handler @ 25 Pa. For rough-in , !tests,verification may need to I ;❑Not Applicable ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [F127]1 determine air leakage with ftz ftz T❑Does Not handlers are located within ;either: Rough-in test:Total ;❑Not Observable :conditioned space. :leakage measured with a ; ; ipressure differential of 0.1 inch ; ;[]Not Applicable ; w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total ! leakage measured with a ;pressure differential of 0.1 inch ; ! Iw.g.across the entire system , ;including the manufacturer's air ; handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. " ❑Not Observable , ;T= []Not Applicable 403.1.1 Programmable thermostats ❑Complies :Requirement will be met. [FI9]z installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable initially set by manufacturer to ❑Not Applicable i code specifications. pp 403.1.2 ;Heat pump thermostat installed '"-x '` ❑Complies ;Exception: Requirement is [Fl 10]2 on heat pumps. ❑Does Not :not applicable. ❑Not Observable ❑Not Applicable 403.5.1 j Circulating service hot water . , ❑Complies ;Requirement will be met. [FI11]z systems have automatic or F:� ❑Does Not accessible manual controls. ❑ 1: Not Observable []Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Avani Residence Report date: 02/05/18 Data filename: PANYBTG WORKFLOW\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 8 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 .'All mechanical ventilation system �R',"; ❑Complies ;Requirement will be met. [F]25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ; and air flow limits. ❑Not Observable ❑Not Applicable 403.2 i Hot water boilers supplying heat ❑Complies ;Requirement will be met. [FI26]2 a through one-or two-pipe heating ❑Does Not ?systems have outdoor setback control to lower boiler water ❑Not Observable itemperature based on outdoor `r ❑Not Applicable temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies ;Requirement will be met. [FI2812 ;have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ; !pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are r not present. Controls for 1 circulating hot water systempumps start the pump with " or hot water demand within heI # } ; occupancy. Controls a automatically turn off the pump ;when water is in circulation loop t is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL t ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable ;desired water temperature in the i piping. 403.5.2 ;Water distribution systems that € ❑Complies ;Requirement will be met. [F]30]2 !have recirculation pumps that ❑Does Not pump water from a heated water , supply pipe back to the heated ❑Not Observable ; water source through a cold ❑Not Applicable water supply pipe have a ;demand recirculation water :system, Pumps have controls ; j that manage operation of the pump and limit the temperature of the water entering the cold ] !water piping to 1049F. 403.5.4 ;Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not :not applicable. B55.1. Potable water-side . pressure loss of drain water heat ;•;[]Not Observable r !recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water i heat recovery units< 2 psi for ; j individual units connected to Ithree or more showers. 404.1 ;75%of lamps in permanent I, ❑Complies ;Requirement will be met. [FI6]1 :fixtures or 75%of permanent A ❑Does Not ;fixtures have high efficacy lamps. 11 Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies :Exception: Requirement is [F123]3 I no continuous pilot light. ❑Does Not :not applicable. U ❑Not Observable ' ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Avani Residence Report date: 02/05/18 Data filename: P:\NYBTG WORKFLOW\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.2 �Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7] ❑Does Not ❑Not Observable IE]Not Applicable 303.3 Manufacturer manuals for ; ❑Complies ':Requirement will be met. [F[18]3 mechanical and water heating ) ❑Does Not systems have been provided. I ' ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Avani Residence Report date: 02/05/18 Data filename: P:\NYBTG WORKFLOW\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 10 of 10 CREScheck Software Version 4.6.4 NJ/ Compliance Certificate Project Avani Residence g F=C[E5'VR DD Energy Code: 2015 IECC Location: Cutchogue, New York OCT 1 9 2018 Construction Type: Single-family Project Type: New Construction g$��'1 @'}��1 PT � �$LL�F 87.�'JIi.e Conditioned Floor Area: 7,051 ft2 'r®Wl�j U�S®UM®L� Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 9820 Nassau Point Rd Evan Akselrad Architect/Engineer Tom Baccarella Cutchogue, NY 11935 16 Jay Street NY Building Technology Group New York, NY 10013 159 Rt25a Building 1 Suite 4 Miller Place, NY 11764 631-495-0289 nybtgtb@gmaii.com Compliance: 14.7%Better Than Code Maximum UA: 838 Your UA: 715 Maximum SHGC: 0.40 Your SHGC: 0.28 Thi%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. U-Factor UA Perimeter Wall to Amb#3:Wood Frame, 16"o.c. 1,519 26.5 0.0 0.051 47 Door-Marvin FD: Glass 168 0.290 49 SHGC: 0.25 Window-Marvin U:Wood Frame:Double Pane with Low-E 427 0.290 124 SHGC: 0.29 Floor over Unconditioned:All-Wood Joist/Truss:Over Unconditioned Space 1,311 19.0 0.0 0.047 62 Walls to Amb#1:Wood Frame, 16" D.C. 4,227 26.5 0.0 0.051 187 Window Marvin U:Wood Frame:Double Pane with Low-E 494 0.290 143 SHGC: 0.29 Door-Marvin FD: Glass 66 0.290 19 SHGC: 0.25 Conditioned atticNault: Cathedral Ceiling 3,144 49.0 0.0 0.022 69 Basement Wall 1: Solid Concrete or Masonry 260 26.0 0.0 0.056 15 Wall height: 9.0' Depth below grade: 0.0' Insulation depth: 9.0' Project Title: Avani Residence Report date: 08/10/18 Data filename: PANYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 1 of 10 Compliance Statement: The proposed budding design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Tom Baccarella-HERS Manager 8/10/18 Name-Title SigR ture Date 1 Project Title: Avani Residence Report date: 08/10/18 Data filename: P:\NYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 2 of 10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103,1, ;Construction drawings and :❑Complies ;Requirement will be met. 103.2documentation demonstrate ❑Does Not [PR111 :energy code compliance for the E 0 ;building envelope.Thermal ❑Not Observable ; envelope represented on ❑Not Applicable ; construction documents. 103.1, ;Construction drawings and ; ❑Complies ;Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 f lighting and mechanical systems. :. ° ❑Not Observable ; 10 Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.11 !Heating and cooling equipment is; Heating: Heating: ;❑Complies :Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: :❑Not Observable ' !Manual J or other methods Btu/hr Btu/hr ,approved by the code official. ; ;❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Avani Residence Report date: 08/10/18 Data filename: PANYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 3 of 10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1 ;Conditioned basement wall ; R- ; R- ;❑Complies ;See the Envelope Assemblies [F04]1 :insulation R-value.Where interior!, R- R- ❑Does Not :table for values. insulation is used,verification ,❑ , J Not Observable ,may need to occur during I Insulation Inspection. Not ; ;❑Not Applicable ;required in warm-humid locations; in Climate Zone 3. ; 303.2 :Conditioned basement wall ❑Complies ;Requirement will be met. [F05]1 ;insulation installed per ❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ft ft ;❑Complies ;See the Envelope Assemblies [F06]1 insulation depth of burial or ; ❑Does Not ,table for values. J ;distance from top of wall. ; ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed JE]Comphes ;Exception: Requirement is [FO11]2 +to protect exposed exterior ❑Does Not :not applicable. U }insulation and extends a ; minimum of 6 in, below grade. ❑Not Observable i ❑Not Applicable 403.9 snow-and ice-melting system ❑Complies ;Requirement will be met. [F012]2 'controls installed. ❑Does Not J ❑Not Observable ]❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Avani Residence Report date: 08/10/18 Data filename: P:\NYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 4 of 10 Section Plans Verified Field Verified # - Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions - & Req.ID , "I - 1 402.1.1, i Glazing U-factor(area-weighted ; U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.3.6, ❑Not Observable ' 402.5 ;❑Not Applicable [FR2]1 J 303.1.3 I U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 .are determined in accordance . ❑Does Not l®J :with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ; ❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's ❑Does Not v ;instructions. []Not Observable ❑Not Applicable 402.4.3 'Fenestration that is not site built {" ❑Complies :Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 U ;or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 i IC-rated recessed lightingfixtures ❑Complies ;Exception: Requirement is [FR16]2 sealed at housing/interior finish s ❑Does Not not applicable, ;and labeled to indicate <_2.0 cfm p . leakage at 75 Pa. °; " []NotObservable ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 insulated >= R-8 where duct is ,. []Does Not :completely inside the >= 3 inches in diameter and >_ :building envelope. R-6 where< 3 inches.Supply and ❑Not Observable ! return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for :diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.3.5 E Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 - ducts or plenums. ❑Does Not 1 mq i i U []Not Observable ' l 111Not Applicable 403.4 , HVAC piping conveying fluids R- R- ;❑Complies :Requirement will be met. [FR17]2 iabove 105°F or chilled fluids ;❑Does Not below 55°F are insulated to?R- i V 3. ;❑Not Observable , :❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Exception: Requirement is [FR24]1 piping. ❑Does Not i not applicable. J ❑Not Observable i - ❑Not Applicable 403.5.3, ;Hot water pipes are insulated to R- R- !❑Complies :Requirement will be met. [FR18]2 >_R-3. :❑Does Not 0 j ;❑Not Observable ❑Not Applicable 403.6 !Automatic or gravitydampers are `° ❑Complies ;Requirement will be met. [FR19]2 I installed on all outdoor air ❑Does Not intakes and exhausts. t f ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Avani Residence Report date: 08/10/18 Data filename: PANYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 5 of 10 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Avani Residence Report date: 08/10/18 Data filename: P:\NYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions, &'Req.ID 303.1 JAll installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2r or the installed R-values ❑Does Not ....., _ r provided. ❑Not Observable ; ! ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood :F-]Does Not ;table for values [IN1]1 .J ❑ Steel ;❑ Steel ;❑Not Observable ; (� ;❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and _ []Does Not [IN2]1 ;in substantial contact with the (p underside of the subfloor, or floor ❑Not Observable ; !framing cavity insulation is in _ ❑Not Applicable contact with the top side of ; ;sheathing, or continuous insulation is installed on the ; underside of floor framing and _ ;extends from the bottom to the ; top of all perimeter floor framing members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not I table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable ; [IN3]1 exterior,the exterior insulation ; Vrequirement applies(FR10). ;E] Steel ❑ Steel ❑Not Applicable ; , 303.2 ,Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ° ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Avani Residence Report date: 08/10/18 Data filename: P:\NYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 7 of 10 Section Plans Verified Field Verified # Final Inspection Provisions ° Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood j❑ Wood ;❑Does Not table for values. 402.2.2, I❑ Steel ❑ Steel ;❑Not Observable [Fill' ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F1211 ;Blown insulation marked every 300 ft2. ❑Not Observable s IE]Not Applicable 402.2.3 !Vented attics with air permeable ❑Complies ;Exception: Requirement is [F122]2 j insulation include baffle adjacent 3 ❑Does Not not applicable. Ito soffit and eave vents that extends over insulation. ❑Not Observable 3 i IE]Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 :insulation >_R-value of the :❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;,Exception:All ducts and air [FI4]1 ;cfm/100 ft2 across the s stem or ft2 ft2 ;❑Does Not handlers are located within <=3 cfm/100 ft2 without air :conditioned space. handler @ 25 Pa. For rough-in I❑Not Observable tests,verification may need to ; ; ;❑Not Applicable ; ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [F[27]1 determine air leakage with ft2 ft2 :❑Does Not handlers are located within :either: Rough-in test:Total ; ;❑Not Observable conditioned space. :leakage measured with a :pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including j ;the manufacturer's air handler enclosure if installed at time of ; test. Postconstruction test:Total j leakage measured with a pressure differential of 0.1 inch w.g. across the entire system ;including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Requirement will be met. [F[24]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable , ❑Not Applicable 403.1.1 Programmable thermostats G ❑Complies ;Requirement will be met. [Fl 9]2 installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable ; E initially set by manufacturer to ❑Not Applicable i code specifications. PP 403.1.2 'Heat pump thermostat installed ❑Complies :Exception: Requirement is [Fl 10]2 Ron heat pumps. ❑Does Not not applicable. JE]Not Observable ; ❑Not Applicable ; 403.5.1 )Circulating service hot water ❑Complies :Requirement will be met. [FI11]2 }systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ; i • ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Avani Residence Report date: 08/10/18 Data filename: P:\NYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 8 of 10 Section Plans Verified Field Verified# Final Inspection_Provisions Value Value Complies? ' Commerits/Assumptions & Req.ID 403.6.1 IAII mechanical ventilationsystem ,, ❑Complies ;Requirement will be met. [F[25]2 ?fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ;and air flow limits. ❑Not Observable ; i ❑Not Applicable 403.2 )Hot water boilers supplying heat ;„ . ❑Complies :Requirement will be met. [FI26]2 ;through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water M ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 'Heated water circulation systems J❑Complies ;Requirement will be met. [F128]2 have a circulation pump.The k ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable i pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system ' pumps start the pump with signal 'for hot water demand within the occupancy.Controls 1 automatically turn off the pump ; when water is in circulation loop ; is at set-point temperature and I no demand for hot water exists. j 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not :not applicable. 515.Controls automatically N ❑Not Observable adjust the energy input to the ❑Not Applicable eryObservable heat tracing to maintain the desired water temperature in the I piping. 403.5.2 Water distribution systems that ❑Complies ;Requirement will be met. [F130]2 have recirculation pumps that _ []Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable ; water source through a cold ❑Not Applicable ,water supply pipe have a ; demand recirculation water I system. Pumps have controls that manage operation of the pump and limit the temperature ' of the water entering the cold water piping to 1049F. 403.5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat []Not Observable 4 recovery units<3 psi for ❑Not Applicable -- individual units connected to one ;or two showers. Potable water- ; side pressure loss of drain water +~ heat recovery units<2 psi for , j individual units connected to three or more showers. I 404.1 175%of lamps in permanent ❑Complies ;Requirement will be met. (F16]1 :fixtures or 75%of permanent i ❑Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage [-]Not Observable ; I lighting. ❑Not Applicable ; 404.1.1 !Fuel gas lighting systems have ❑Complies ;Exception: Requirement is [FI23]3 I no continuous pilot light. ❑Does Not :not applicable. ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Avani Residence Report date: 08/10/18 Data filename: P:\NYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 9 of 10 Section '- = ,Plans Verified Field Verified. # , 'Final Inspection Provisions ° Value Value Complies? Comments/Assumptions & Req.ID 401.3 !Compliance certificate posted. ❑Complies ;Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 ;mechanical and water heating []Does Not systems have been provided. +. -�� •. _ - _ []Not Observable , ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Avani Residence Report date: 08/10/18 Data filename: P:\NYBTG HOLDING\9820 Nassau Point Rd\9820_nassau_point_rd.rck Page 10 of 10 ` -.- - OrtA ItIO , . IST ' . S .i ._!i+. n r., a .+.s _ i w'.a,� i i•�'„y DATE��'�.�.��s,... O('CUPANCY OR � r�.;�T+.-'r Us-- IS UNLAWFUL _ FCLLCI' ;a 'V). ISSUED FOR PERMIT SET CERIcICAI E FClj':DA'17) � - TV,)WITHOUT OCCUPANCY CCUPANCY 2. RCLi3lI f,?,'1V1;1,iG F' Fl LIIV.12i"� DRAWING ARCHITECTURAL DRAWINGS � V v • _ �. NASSAU _.. _, 5 r = 1 COVER SHEET • J1� 4. �-1',;AL CC) <"�TR;jk`1T,n , 1,4JS7 NOTES .� va E CCI,"i LFT_ 0; i;._. 1 0 POINTL ROAD Q' COMPLY V'JITN ALL CODES OF t �>; R�r' ,,�- -0 DEMOLITION PLAN 61 ALL CC' uT' NLIC,i! :u S 1:"i t: T T 5 " - E701D .K ��`� NEW YORK STATE & TOWi''il CODES RF01,"RE1v4i;f:T OF TI'F CCC` r.S O r•:".'e'�' "1 SITE PLAN/STORMWATER MANAGEMENT CONTROL PLAN • l CUT"Cl"OGUEE., NIEW 11 INQ�, , AS REQUIRED AND CONDITIONS OF YCR; STATE. f Ji e 0 Ns!,I_ I CRC?ESiai! GR CQiISTFiUCTiC!! ERRO 'S. BASEME TJSg �r+,t ,.,� A-20 N CONSTRUCTION PLAN �.,r A_21 FIRST FLOOR CONSTRUCTION PLAN " 11-1 IrR1M1/� SBO",RD A-22 SECOND FLOOR CONSTRUCTION PLAN � T SOUTt JLDT0V'"!TR'JSTEES DO NOT PrOCEED VATH A-23 ROOF PLAN ....� FRAMING UNTIL SURVEY A-26 PARTITION TYPES N� N.Y.S.DEC OF FOUNDATION LOCATIO"I HAS BEEN APPROVED. A-30 REFLECTED CEILING PLAN-BASEMENT A-31 REFLECTED CEILING PLAN-FIRST FLOOR A-32 REFLECTED CEILING PLAN SECOND FLOOR L.®GATT ®N �h�' A-33 REFLECTED CEILING PLAN-ATTIC „ A-34 LIGHTING&FIXTURE SCHEDULE01 dd� ,,/vv,c,cr,nrr,srrutt trn, T'rP �� , - rn °- _ •R �' - PROPOSED WORK SHALL COMPLY W POWER PLAN-BASEMENT -40 WITH GOVERNING CODES: A-41 POWER PLAN-FIRST FLOOR Cutchogue 16 q _ r s to A-42 POWER PLAN-SECOND FLOOR a ntUrr F%etWooa �� A Q. B A-43 POWER PLAN-ATTIC o ' BUILDING CODE 2015 INTERNATIONAL RESIDENTIAL CODE 015 vP &� b RC, 't♦'r� A @' g �. C, Aye [INCL. PLUMBING [2ND PRINTING AS ADOPTED BY NY STATE] A-54 FINISH SCHEDULE • "pro MECHANICAL, FUEL GAS & �s Q WITH 2016 UNIFORM CODE SUPPLEMENT AS A-60 EXTERIOR ELEVATIONS-EAST �' $ 4 ;see _ £, ��,�� + ,. Gr. ELECTRICAL REQUIREMENTS] ADOPTED BY NY STATE A-61 EXTERIOR ELEVATIONS-SOUTH N n *c_. d A-62 EXTERIOR ELEVATIONS-WEST . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A n A-63 EXTERIOR ELEVATIONS-NORTH ' FIRE/ LIFE SAFETY CODE 2015 INTERNATIONAL FIRE CODE A-64 WINDOW SCHEDULE rs ,1Naroh PArlpt Old Cove Beach�} ' we cin „Ra01 Little Nog o. [3RD PRINTING AS ADOPTED BY NY STATE] Q a Nock A-70 BUILDING SECTION-LONGITUDINAL A-71 BUILDING SECTION-CROSS • ENERGY CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE A-74 DOOR SCHEDULE [2ND PRINTING AS ADOPTED BY NY STATE] 'liForkcountryCluhf� � --^ CnkRd� ` s �' 4 A-80 INTERIOR ELEVATIONS t, x r t.n.,, , A-81 INTERIOR ELEVATIONS F want, , rr> a WITH 2016 SUPPLEMENT TO THE NY STATE ENERGY A-82 INTERIOR ELEVATIONS 0 N CONSERVATION CONSTRUCTION CODE A-83 INTERIOR ELEVATIONS-BATHROOMS61 1 1`11- A-84 INTERIOR ELEVATIONS-BATHROOMS Georg"Rd A-85 INTERIOR ELEVATIONS ' n ��Ctl�i Cove VOCI1t Cluh a C , Fnnt n9 Rd x� 2 µ • A-86 INTERIOR ELEVATIONS m o Ordse1d 5t t. 4 USE GROUP: "° °`R`` s es A-95 WALL SECTIONS lt�erds NOW Suffolk Ave - 2- u, t(tin4st - - (NO CHANGE) GROUP R-3, RESIDENTIAL A-96 WALL SECTIONS • (i"9 p f°. New Suffolk �` • ,., _. Nr v'Suttolk Ave US Post OfficC1 e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RC-01 RESCHECK COMPLIANCE CERTIFICATE B2t}NaxxauPoint Road Jackson RC-02 RESCHECK COMPLIANCE CERTIFICATE ..._ S' .. , Qf+tew'Suifolk Beach' N CONSTRUCTION CLASS: 1820 NA55AU POINT RD (NO CHANGE) GU'fGHOGUE, NY 11135 r,`,.,,°'� :"``"�, DRAWING STRUCTURAL DRAWINGS Nassau Porn( S-0 STRUCTURAL NOTES • 60,:qle. TOTAL FLOOR AREA 9,070 S.F. S-1 FOUNDATION PLAN • , S-2 FRAMING PLAN-FIRST FLOOR ON BASEMENT PLAN • S-3 FRAMING PLAN-SECOND FLOOR ON FIRST FLOOR PLAN • SECOND FLOOR PLAN 0 S-4 FRAMING PLAN-A TIC , S I T C r L A M . S-5 STRUCTURAL WALLTDETAR SOF O r „ �G o��, 0p 0 . S-6 STRUCTURAL WALL DETAILS S-8 SKYDECK ELEVATIONS • S-9 SKYDECK SECTIONS • S-10 FOUNDATION DETAILS • A NEW 40''10 5G2.FT. TWO-STORY RESIDENTIAL STRUCTURE SHALL BE ERECTED AT x820 NA55AU POINT ROADS-11 FOUNDATION DETAILS • . S-12 FOUNDATION DETAILS • ALL EXI5TIN6 STRUCTURES ARE TO BE DEMOLI5HED IN AGGORDANGE WITH THE DEMOLITION PLAN. ANAVI RE5IDENGE FIRST 1=LR: $242 50. FT. DRAWING MECHANICAL DRAWINGS T-100.00 MECHANICAL COVER SHET 5 GOND FLR.: 2,586 5Q. FT. ®J G�• i G,�® Y SU-100.00 SITE UTILITIES PLAN BA5EMIENT: 30242 50. FT. TOTAL: 1,010 50. FT. P-200.00 PLUMBING DETAILS&NOTES P-300.00 SANITARY RISER DIAGRAM P-400.00 HW&CW RISER DIAGRAM CLIENT ARCHITECT OF REGORD P-500.00 GAS RISER DIAGRAM M5. YA5MINE ANAVI MR. EVAN AK5ELRAD PLUbIBER CERTIFICATION o ON LEAD CONTENT BEFORE M-100.00 MECHANICAL PLAN-BASEMENT 16 JAY STREET 16 JAY STREET M-101.00 MECHANICAL PLAN-FIRST FLOOR o i s g a Q NEW YORK, NY 10013 NEW YORK, NY 10013 :%ER T II=ICATE OF OCCUPANCY M-202.00 MECHANICAL PLAN-SECOND FLOOR PH: 117.631.0301 PH: 117.631.0301 SOLDER USED IN WATER M-103.00 ATTIC MECHANICAL PLAN o N54.4300`E �� ='(J,l7PL�'SYSTEM CANNOT M-104.00 BASEMENT HEATING PLAN eakselradc�live.com eakselrad�live.Gom �� M-105.00 FIRST FLOOR HEATING PLAN • \ EXCEED 2/10 OF 1% LEAD. M-106.00 SECOND FLOOR HEATING PLAN o M-200.00 MECHANICAL DETAILS • M-300.00 MECH HEATING DETAILS, HW FLOW DIAGRAM&BOILER SCHEDULE • PI-UMB�NG All exterior lighting M-400.00 MECHANICAL EQUIPMENT SCHEDULES • �A A N?RE 2,6 WASTE RE�P�',S-�dR G, ALL PLUMBINGg NECD installed,replaced or M-500.00 MECHANICAL SPECIFICATIONS &VAI ATER 1_1,v COVERWG OSE• TANG gEFOEE repaired shall conform E-100.00 ELEC SERVICE EVALUATION,VOLTAGE DROP CALCS NOTES&SYMBOLS • QF ZNE�OW�� TES to Chapter 172 E-200.00 ELEC RISER DIAGRAM&STANDBY GENERATOR SCHEDULE • \ \ \ of the Town Code E-300,00 ELECTRICAL SPECIFICATIONS • \ do M�nu�15 1V�uPr nd S ��per �---�� p,3 a Code S tre - �nergY r door to -- r-nd ductworls testing required. :y I 54.4300'W 3514� .05 � I ►p s F-- 'W 0 U o ISSUE REVISION EVAN A K S E L R A D GENERAL NOTE. SHEET: SEAL&SI N �f :� DATE: 2017-08-04 ANAVI RESIDENCE � � ��s PROJECT NO.: 17044 Q ISSUED FOR ARCHITECT / ENGINEER AKs� ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, (� L�- `;� 1 03.23.18 _ COVER SHEET JP ��t DRAWING BY: SS ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS �� , i PERMIT SET 16 JAY STREET 9820 NASSAU POINT RD. ARCHIT CT ENGIN ER. WHETHER THDRAWING ARE THE PROPERTY OF& E PRO ECED BY T FORAN AWH WHICH �� , HK.BY: EA H THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED 11 WG.NO.: EW YORK, NY 10013 CUTCHOG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS j Nol\ PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR '9jF. 0234Zb y0 A-00 A A -A V N C 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE ob � 04 eakselrad@live.cam WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER -- --- OF Ill sers uc Ito rop Sox7nave est ence-1170 r1assau Point oaCurrent Set\A-11 wg, oc P ' t r VE 77� JULY 23, 2018 - ISSUED FOR BID —.&\- L:of DRAWING ARCHITECTURAL DRAWINGS A-00 COVER SHEET 982"0 NASSAU POIN A-01 NOT -1 SITE PLAN /STORMWATER MANAGEMENT CONTROL PLAN curl"LICHOGuff-11., E� I 1 Z 11 A-20 BASE EN CO I PLAN-2 ST LOOR CONSTRUCTION RUCTO LAN -22 SECOND FLOOR CONSTRUCTION PLAN A-23 ROOF PLAN A-26 PARTITION TYPES A-30 REFLECTED CEILING PLAN-BASEMENT A-31 REFLECTED CEILING PLAN-F RST FLOOR A-32 REFLECTED CEILING PLAN-SECOND FLOOR A-33 REFLECTED CEILING PLAN-ATTIC • A-34 LIGHTING & FIXTURE SCHEDULE A-40 POWER PLAN-BASEMENT A-41 POWER PLAN - FIRST FLOOR PROPOSED WORK SHALL COMPLY WITH GOVERNING CODES: A-42 POWER PLAN-SECOND FLOOR A-43 POWER PLAN-ATTIC BUILDING CODE 2015 INTERNATIONAL RESIDENTIAL CODE [INCL. PLUMBING, [2ND PRINTING AS ADOPTED BY NY STATE] A-51 DOOR SCHEDULE A-52 WINDOW SCHEDULE MECHANICAL, FUEL GAS & WITH 2016 UNIFORM CODE SUPPLEMENT AS A-53 FINISH SCHEDULE ELECTRICAL REQUIREMENTS] ADOPTED BY NY STATE A-54 PLUMBING&APPLIANCE SCHEDULE e • A-60 EXTERIOR ELEVATIONS-EAST FIRE/ LIFE SAFETY CODE 2015 INTERNATIONAL FIRE CODE A-61 EXTERIOR ELEVATIONS-SOUTH [3RD PRINTING AS ADOPTED BY NY STATE] A-62 EXTERIOR ELEVATIONS-WEST A-63 EXTERIOR ELEVATIONS-NORTH • ENERGY CODE 2015 INTERNATIONAL ENERGY CONSERVATION CODE [2ND PRINTING AS ADOPTED BY NY STATE] A-70 BUILDING SECTION -LONGITUDINAL A-71 BUILDING SECTION-CROSS WITH 2016 SUPPLEMENT TO THE NY STATE ENERGY CONSERVATION CONSTRUCTION CODE A-80 INTERIOR ELEVATIONS-KITCHEN A-81 INTERIOR ELEVATIONS-BATHROOMS A-82 INTERIOR ELEVATIONS-BATHROOMS A-83 INTERIOR ELEVATIONS-STAIRS USE GROUP: • (NO CHANGE) GROUP R-3, RESIDENTIAL • • A-91 WALL SECTIONS • CONSTRUCTION CLASS: A-92 WALL SECTIONS N A-93 WALL SECTIONS 9820 NASSAU POINT RD (NO CHANGE) A-94 WALL SECTIONS CUTCHOGUE, NY 11935 S-0 STRUCTURAL NOTES • TOTAL FLOOR AREA 5756 S.F. S-1 FOUNDATION PLAN • S-2 FRAMING PLAN - FIRST FLOOR FRAMING ON BASEMENT ARCH PLAN • S-3 FRAMING PLAN - SECOND FLOOR FRAMING ON FIRST FLOOR ARCH PLAN • S-4 FRAMING PLAN -ATTIC FRAMING ON SECOND FLOOR ARCH PLAN • S-5 FRAMING PLAN - ROOF FRAMING • S-6 FOUNDATION DETAILS • _ -� S-7 FOUNDATION DETAILS NOT USED S-8 STRUCTURAL DETAILS • S-9 STRUCTURAL DETAILS • S-10 STRUCTURAL DETAILS • ALL EXISTING STRUCTURES ARE TO BE DEMOLISHED IN ACCORDANCE WITH THE DEMOLITION PLAN. A NEW TWO—STORY RESIDENTIAL STRUCTURE SHALL BE ERECTED AT 9820 NASSAU POINT ROAD. ANAVI RESIDENCE DRAWING MECHANICAL DRAWINGS FIRST FLR: 2327 SQ. FT. T-100.00 MECHANICAL COVER SHET • SECOND FLR.: 2039 SQ. FT. SU-100.00 SITE UTILITIES PLAN • BASEMENT: 2327 SQ. FT. I P-200.00 PLUMBING DETAILS&NOTES • TOTAL: 5756 SQ. FT. P-300.00 SANITARY RISER DIAGRAM • P-400.00 HW&CW RISER DIAGRAM • CLIENT ARCHITECT OF RECORD P-500.00 GAS RISER DIAGRAM • MS. YASMINE ANAVI MR. EVAN AKSELRAD M-100.00 MECHANICAL PLAN - BASEMENT • 16 JAY STREET 16 JAY STREET M-101.00 MECHANICAL PLAN -FIRST FLOOR • NEW YORK, NY 10013 NEW YORK, NY 10013 M-202.00 MECHANICAL PLAN-SECOND FLOOR • M-103.00 ATTIC MECHANICAL N 0 g ' e PH: 917.689.0301 PH: 917.689.0301 M-104.00 BASEMENT EATING PLLAN • N54°43'00"E 34988 eakselrad@live.com eakselrad@live.com M-105.00 FIRST FLOOR HEATING PLAN • M-106.00 SECOND FLOOR HEATING PLAN • M-200.00 MECHANICAL DETAILS • M-300.00 MECH HEATING DETAILS, HW FLOW DIAGRAM&BOILER SCHEDULE • •- --�- -' - -- -- -- ' M-400.00 MECHANICAL EQUIPMENT SCHEDULES • y � M-500.00 MECHANICAL SPECIFICATIONS • Q E-100.00 ELEC SERVICE EVALUATION, VOLTAGE DROP CALCS, NOTES&SYMBOLS • E-200.00 ELEC RISER DIAGRAM &STANDBY GENERATOR SCHEDULE • F E-300.00 ELECTRICAL SPECIFICATIONS • 4------------------- a s D .[,,PT. g & b b � 3 H ➢ S b � HOLD S EVAN A K S E L R A D GENERAL N OTE. DATE: 2017-08-04 ISSUE REVISION SHEET: SEAL&SIGNATURE P OJECT ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPEC S, IDEAS, CALCULATIONS, DETAILS, COVER SHEET All N • 17044 ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS P%K18 ' °� � D AWING BY: SS 1 07.24.18 BID DRAWING ARE THE I 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT ENGINEER.PWH WHETHER TERTY OF&OHE PROWNED S CT FOR WHICH THEY ARE Y EVAN AKSELRAD- = ,� ' K. BY: EA MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED No.: NEW YORK, NY 10013 CUTCHOGUE, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS r PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR N� �� A-00 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE - � 0234 $ eakselrad@live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN 0 - PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF SYMBOL DESCRIPTION X SECTION TAG I. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE L15TED LATEST EDITION CONSTRUCTION A-XXX CODES AND ALL OTHER GOVERNMENTAL AGENCIES HAVING JURISDICTION;ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF FIRE DEPARTMENT RULES AND REGULATIONS,UTILITY COMPANY REQUIREMENTS,AND THE BEST TRADE PRACTICES. ^XELEVATION TAG 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS ON THE JOB AND SHALL BRING TO THE A-XXX ATTENTION OF THE ARCHITECT ANY DISCREPANCIES WHICH ALTER OR IMPEDE THE ORIGINAL OR INTENDED DESIGN. A-XXX X DETAIL TAG 3. CONTRACTOR SHALL NOT SCALE DRAWINGS,DIMEN51ON5 SHALL GOVERN. 4. ALL WOOD BLOCKING/PLYWOOD SHALL BE FIRE RETARDANT TREATED WHERE SPECIFIED. 5. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT REQUIRED FOR PROPER CONSTRUCTION OF FIN15H CEILING TAG ANY PART OF THE WORK SHALL BE INCLUDED A5 IF THEY WERE INDICATED IN THE DRAWIN65. HEIGHT 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL RE51DENTIAL CODE 2015 A5 ADAPTED BY NEW YORK STATE. FINISH FIN15H TAG 1. LIFE SAFETY SYSTEMS SHALL REMAIN OPERABLE OR PUT IN PLACE DURING CONSTRUCTION. 8. CONTRACTOR SHALL NOTIFY LOCAL FIRE AND POLICE DEPARTMENTS,ALARM SERVICE COMPANY,AND COORDINATE WITH OWNER PRIOR TO SHUT DOWN AND START UP OF ANY LIFE SAFETY SYSTEM. ROOM NAME ROOM TAG 9. CONTRACTOR SHALL SUBMIT SHOP ORAWIN65 AND 5AMPLE5 FOR ARCHITECTS AND OWNERS REVIEW # PRIOR TO PURCHASING OR FABRICATION OF PROPOSED ITEMS. 10. WORK REQUIRING EXCESSIVE AND/OR DISTURBING N015E TO NORMAL OPERATION OF THE BUILDING HEIGHT A.F.F. ELEVATION CALLOUT SHALL BE PERFORMED DURING BU51NE55 HOURS. ALL SUCH WORK SHALL BE COORDINATED WITH THE ►' ELEVATION DESCRIPTION OWNER. II. CONTRACTOR SHALL BE RE5PON51BLE FOR OBTAINING ALL PERMITS FOR TH15 PROJECT AND PAYMENT OF SAME. -- /N PARTITION TYPE NUMBER - SEE PARTITION TYPES I2• PRIOR TO FINAL BID,CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND IDENTIFY IN WRITING TO THE ARCHITECT ANY D15CREPANCIES OR CONFLICTS SHOWN ON ALL THE CONSTRUCTION DOCUMENTS CONTAINED HEREIN. COMMENCEMENT OF WORK INDICATES THE CONTRACTORS ACCEPTANCE OF THE EXISTING CONDITIONS AND THE A55UWTION OF RESPONSIBILITY, INCLUDING ALL COSTS AND a DETAIL TYPE NUMBER EXPENSES, FOR PROVIDING A FINISHED PRODUCT AS DESIGNED AND PERMITTED. 13. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES. y,;Rt 14. THE CONTRACTOR SHALL BE RE5PON51BLE FOR THE PROTECTION OF ALL EXISTING d NEW CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND A.D. AREA DRAIN INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE AADJUSTABLE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR A.F.F.. ABOVE FINISH FLOOR ALUM. ALUMINUM DURING THE EXECUTION OF THE WORK. A.G.T. ACOUSTIC CEILING TILE 15. THE CONTRACTOR SHALL LAY OUT HI5 OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED B.B. BALL BEARING FOR OTHER TRADE5: PLUMBING,ELECTRICAL,ETC. BLDG. BUILDING BM. BEAM 16. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES,WHO SHALL BOT.T. BOTTOM ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, CAB. CABINET INSPECTIONS AND REQUIRED SIGN OFF5. G.T. CERAMIC TILE CLC. CEILING 11. ELECTRICAL WORK SHALL BE PERFORMED BY PER50N5 LICENSED IN THEIR TRADES,WHO SHALL COHC. CONCEALED OVERHEAD CLOSER. ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, COL. COLUMN INSPECTIONS AND REQUIRED SIGN OFFS. CONC. CONCRETE COND. CONDITION 18. THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF CONT. CONTINUOUS THE WORK INDICATED ON THE ORAWIN65,AND ALL OTHER WORK THAT MAY BE REQUIRED TO CONST. CONSTRUCTION COMPLETE THE JOB. DET. DETAIL DIA. DIAMETER DIM. DIMENSION 015P. WALL MOUNTED DISPLAY BOARD ON. DOWN D.O. DO OVER(REPEAT) EA. EACH EL. ELEVATION ELEC. ELECTRIC EQ. EQUAL EXIST. EXISTING FIN. FIN15H FL. FLOOR F.P.S.C. FIRE PROOF SELF-61-051NG (DOOR) FT. FEET F0. FINISH OPENING GA. GAUGE GALV. GALVANIZED G.G. GENERAL CONTRACTOR GYP.BD. GYPSUM BOARD H.M. HOLLOW METAL HORIZ. HORIZONTAL HVAC. HEATING,VENTILATION, AND AIR CONDITIONING IG. 150LATED GROUND IN. INCH INT. INTERIOR JT. JOINT K.P. KICK PLATE L.P. LOW POINT MACH. MACHINE MAX. MAXIMUM MECH. MECHANICAL MFG. MANUFACTURER MIN. MINIMUM MISC. MISCELLANEOUS M.P. MOP PLATE N.I.G. NOT IN CONTRACT N0. NUMBER O.G. ON CENTER O.H.G. OVERHEAD CLOSER PL. PLATE PLUMB. PLUMBING PLYWD. PLYWOOD P.G.B. PAINTED GYPSUM BOARD P•o• PAINTED WOOD SPEC. SPECIFICATION -`o• SQUARE 5T STEEL STRUCT. STRUCTURAL 5TO• STANDARD SUSP. 5ZFEN12ED T. 4 G. TONGUE AND GROOVE T.B.D. TO BE DETERMINED T.O. TOP OF4p A T.O.ST. TOP OF STEEL U.L. UNDERWRITERS LABORATORIES oV.I.F.U.O.N. UNLESS OTHERWISE NOTED ALL WORK SHOWN ON THESE ORAWING5 15 THE RE5PON51BILITY OF THE GENERAL CONTRACTOR UNLESS VERIFY IN FIELD OTHERWI5E NOTED ON THE DRAWINGS. THE GENERAL CONTRACTOR 15 RE5PON51BLE TO COORDINATE ALL V.G.T. VINYL COMPOSITION TILE ASPECTS OF CONSTRUCTION AND BUILDING TRADES INCLUDING MILLWORK ITEMS. WORK DENOTED BY O V.W.G. VINYL WALL COVERING M.W.G.{MILLWORK CONTRACTOR) OR BY OWNER WILL BE FURNISHED BY OTHERS. z �• WOOD w z w EVAN AKSELRAD GENERAL NOTE: SHEET: SEAL&SIGNATURE: DATE: 2017-08-04 ISSUE REVISION vzlEE)A ISSUED FOR ARCHITECT / ENGINEER ANAVI RESIDENCEPROJECT NO.: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, GENERAL NOTES �`�� AKS� C�/J. DRAWING BY: SS 44 1 03.23.18 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS PERMIT SET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE � cN EA WG NEW YORK, NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED .No.: 00 C UTC H OG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS cp o _ PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR '�ti � � A-0 I 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE '9j� 02346$ �O eakselrad@live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN OF N�`N of PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER M DEMOLITION NOTE5: 5. EXI5TING BUILDING FOUNDATION,DOORS,WALL5, 8 GLAZING TO BE REMOVED AND DEMOLISHED;GG TO PREPARE 51TEDEMOLITION LEGEND I. DEMOLITION DRAWINGS 5HOW GENERAL INTENT OF DEMOLITION WORK. NOT ALL COMPONENTS HAVE BEEN SHOWN, GG ACCORDING TO GCONTRACTOR IN STRIGTED ON5TRU6TION DOCUMENTS FOR INSTALLATION OF NEW RESIDENCE 8 51TE ELEMENTS. 15. CLEAR AND 5TRPATHS SHALLCT ACCORDANCE WITHH MAINTAINED AT ALL TIMES ON THE PROPERTY ALL APPLICABLE GOVERNMENTAL LAWS,CODES,,ORDINANCES AND THE THE SHALL VI51T 51TE AND REVIEW CONTRACT DOCUMENTS AND PERFORM ALL DEMOLITON AND UTILITY OPERATIONS AS 1. EXI5TIN6 PLUMBIN6,MECHANICAL 8 ELECTRICAL WORK AT INTERIOR OF EXISTING BUILDING TO BE REMOVED. DISPOSE N EXI5TING CONSTRUCTION TO REGULATIONS. FEM2.0.READ TO COMPLETE 676 WORK. ANY 51TE WIRING AND/OR PIPING ENCOUNTERED DURING DEMOLITION CANNOT BE OF ALL MATERIALS IN STRICT AGGORDANCE WITH ALL APPLICABLE GOVERNMENTAL LAW5,CODES,ORDINANCES AND 16. DEMOLISH AND REMOTE ALL GYPSUM BOARD PARTITIONS,AND CEILINGS A5 INDICATED ON PLANS. REMOVE ANDBE REMOVED REMOVED UNTIL IT 15 DETERMINED BY THE DEMOLITION CONTRACTOR THAT IT DOES NOT AFFECT EASEMENTS, TOWNSHIP REGULATIONS. A STOCKPILE ALL DOORS,FRAMES,AND HARDWARE FOR REUSE OR RECYCLING. DISCONNECT AND/OR RELOCATE RIGHT OF WAY,NEIGHBORING PROPERTIES,ETC. 10. CONTRACTOR SHALL PROTECT ALL AREAS,NOT TO BE DEMOLISHED. BARRICADES,TEMPORARY ELECTRICAL DEVICES IN STRICT ACCORDANCE WITH ALL APPLICABLE GOVERNMENTAL LAW5,GORES, 2. ANY OMISSIONS OR D15CREPANCIE5 ARE TO BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCEMENT OF WORK. DUST PROTECTION,PLASTIC PARTITIONS,ETC. SHALL BE UTILIZED AS REOV. TO MAINTAIN SAFE AND GLEAN OCCUPIED ORDINANCES AND REGULATIONS. EXI5TING CONSTRUCTION TO 3. PATCH, INFILL AND/OR PREP DAMAGED 51TE AREAS AFFECTED BY DEMOLITION TO MATCH ADJACENT SURFACES AND AREAS. DEBRIS SHALL BE REMOVED AND 5PACE/51TE GLEANED AT THE END OF EACH DAY OF WORK. TH15 PORTION 15 REMAIN A5 NOTED ON PROP05E'D 517E PLAN. MANDATORY FOR CONTRACTOR, 11. ANY UNIDENTIFIED ELEMENTS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. 4. 6.0. 15 RE5PON51BLE TO COMPLY WITH ALL TOWNSHIP & COUNTY RULES AND REGULATIONS,OR AS DIRECTED BY LOCAL 12. OWNER TO HAVE RIGHT OF FIRST REFUSAL OF ALL EXISTING FIXTURES,FITTIN65,AND ALL OTHER ITEMS BEFORE 015PO51NG I8. REMOVE FURNITURE,G.NSEWORK, INCLUDING COUNTER,SINKS AND ANY OTHER ITEMS A5 INDICATED ON PLAN. BUILDING DEPARTMENT. OF ANY SUCH ITEMS. OWNER SHALL SELECT TH05E ITEMS TO BE SAVED AND CONTRACTOR SHALL DELIVER SAME TO STORAGE 5. ALL WORK MUST MEET ALL LATEST APPLICABLE CODES ACCESSIBILITY REOUIREMENT5 13. CONTRACTOR SHALL NOT SCALE DRAWIN65,DIMENSIONS SHALL GOVERN. SPACE A5 SPECIFIED BY OWNER. 6. ALL DEMOLITION A5 NOTED ON DEMOLITION PLAN 15 TO BE COMPLETED BY 6.C,.;TO INCLUDE ALL 51TE ELEMENTS, 14. FOR THE INSTALLATION OF A NEW 5EPTIG SYSTEM, INSPECT,PUMP 4 REMOVE THE EXI5TING SEPTIC, 5Y5TEM AND INFILL INTERIOR i EXTERIOR BUILDING GON5TRUGTION,FINISHES 4 SERVICE REMOVAL,GAPPING OR PREPARATION FOR GROUND FOR ITS SAFE REMOVAL. CON5TRUGTION. 1. 6C, TO CRO55-REFERENCE PROPOSED 51TE PLAN FOR ADDITIONAL INFORMATION PERTAINING TO DEMOLITION AND 51TE WORK. LO 88 hS i, .'101'. JOHN P. GANTLY SAN M. VAtY'TLY N '`'''` — --REMOVE EXI5TING RAMED ELEMENTS EXISTING WOOD DECK STEPS AT DOCK LX. ,JV INCLUDING EXISTING FRAME BUILDING, DECKS, TO REMAIN;VMlf Y WITH OMC-R;REFER PORCHES 6 ANY 0 ER RELATED BUILDING TO APPROVED 51TE PLAN FOR AGGES50RIE5 AND 550CIATED EXI5TIN6 ADDITIONAL INFORMATION FOUNDATION ELEME T5; REFER TO APPROVED �"`'• 51TE PLAN FOR AD ITIONAL INFORMATION " a 44 N d 44300 .... ..�. SL j�� t]ct p N s oz G �• 'N .� FOUND FOUND l �' 1 FENCE D 3 48 . 6 6 o 1.6 . '� LINIC. MON, A CONC. MC}N. 'RRE'GULA .z x-•--- IRE FENCE ft 0- 1�`'-•. �. ,•. - 29 3.58' .'----- ---o`""' +�v -,� FENCE SPLIT RAIL FENCE ! I � 5T�?tV �. c� -�' �. I ACCESSORY -� -- WALK t L6 SETBAC FOR 1 $ HIG�f gUIi.DI!►>rG -� a rn ACCESSORY SET-4CK FOR 2012 rn HIGH BU LDING �``� � ,— � /� CHIMNEY � W LL ,to t C3� "�-'-'=`.l .... ... .. .. . . .... _.... ''•'• �ACCE�SORY SETBACK FOR � HIGH BUILDING J , /• j. /• ,• ,. � • �,. 100 00 I + 00, / CCESSORY �ETBACK oD BELGIAN BLOCK CURBPRIL & 0 / � .. /�/'.. ///';'///•,'',�,� , r \. LOQ' a } V) i ; o ;/• ;j j// j/• /%co 45f • ij• /• j/• 5O� ii jj• j/ i/• /• /• / / //• /� fz 2621 t?NFLAB . - .- ._.. `" ' f OR AIR � j,,,• 1 � / caNOlrtar�R UNIT . i�• /• j /; i; j /• /; ij• /• ; ; jj ;/J ; jj• /• ; j/ i j . ° f i ' .� // /j' / j // / / Avyo / / IF LAG io� ACCES54Y SETBACK 22 HIGH U LDING IGHBUUUUUUMINGm ORNAMENTAL LA NE WELL / , 1. /' ACCESSORY SOTBACK FOR 20" HIGH BUILDIN -- ��--- ..�� `�.. -.. .. --cam.� �~•� .•.....-��. _.. �,� /; / ; / j /j• /j / j /j' /; /j' .,� / CONC. ACCESSORY SETtACK FOR 18 MGH BUILDING j' COVER -'' f A /j ,' i/ ;/ /j' 50.33 r. ..,-' r 58.97' r x A t �� , / 8LC,tAN BLOCK CURB CONC. C r - FOUND "n �, - J 42.30 Q ENCE CONC. MON. z �-� FOUND OUND 1.11N. r� ,..• WOOD STAKE W I 1 FOUND .... r*► WOOD STAKE WOOD T � � KAa FENCE �' / STAKE EIvcE s oe � E o 0 cp f S 54 43 00 W cl)co ESC' tU Vl 4 REMOVE EXI5TIN5 IMPERVIOUS SITE ELEMENTS INCLUDING DRIVEWAYS, CONCRETE PADS, PATIOS, WALK5, CURBS a STEPS,; REFER TO ALAN GARMIS'Ei APPROVED 51TE PLAN FOR ADDITIONAL p �trr INFORMATION Cx. ROCHELLE ARMISE N c� z ,LOT 8U M®L I TI CN PLAN 0 SCALE: 3/32"=1'-0" J d W ISSUE REVISION EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL&SIGNAT�E�q o DATE: 2017-08-04 Q ISSUED FOR ARCHITECT / ENGINEER A N AV I RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, \c�'t� RC,S,/ PROJECT NO.: 17044 1 03.23.18 DEMOLITION AKs,�� ,, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS J��t L� DRAWING BY: SS PERMIT SET DRAW16 JAY STREET 9820 NASSAU POINT RD. ARCHIING ARE THE OT CT-ENGIN EER. WH THPERTY OERTHO THE ECT FOR WHICH THEY ARE WG.NNNED BY EVAN AKSELRAD- HK EA PLAN WO.: NEW YORK, NY 10013 CUTCHOGUE, NY 11935 AND PRODUCED FORMADE IS EXECUTED OT EOSOLET. HUS OEY EN AND IN CONNECRE CREATED, OTIONDWIITH THIS ii PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR 0 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE 9j� °2346$ 04 eakselrad@live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN SOF PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF L OSED I E+GATE PROPOSED NG PATIO z FENCE+GATE P PROPOSED SEPTIC I u T REMOVED 4 SYSTEM DESIGNED BY _ I / i (35-T) i OTHER -- �,� N 54°43'00•E 348 I I I 1 I • • I PROPOSED i / \ -PROPOSED / (2a'-o°) GRAVEL BORDER / / I DW-31 SEPTIC CLEAN OUT \ 11 EXISTING DECK I / I - I r 130, ) -------- ----�---- \\ V i __� TW 32'-0' — — 1, ST w TO REMAIN I I / I ��- _ i __ - /' � 1 / r--- + BS 100 SI TOP K FROM I 1 r 9") 1 rs -- -7 - ;X ;X <� \ • ' 1 STEPS TO \ ' +30'11" 132'a"1 d3 ,_q'1 , /� _ \ y Q x(t 1'-7') DECK I / PROJECT LIMITING SILT ABOVE I I PROPOSED I I TEST HOLE EXISTING WOOD / (t7-t° I I I 1 BULKHEAD TO 3,_to,-) ` FENCE(SEE DETAIL 1) I I I GARAGE I + REMAIN \ 23'1' x I I I _ Y I EXISTING DRIVEWAY+ BW I GARAGEFFE:3T-0" LP �; ---- �' (5-s' x / • \ 1 , -1 ✓ CURBING TO BE REMOVED EXISTING WOOD II i Tw `\\ \ 1 i I qMlli PROPOSED STONE i I '/,/ -, ") / tt= ") / BORDER WITH STEPPING STEPS TO REMAIN I \ -.----- !I te STONED IN GRAVEL, I EPrTOPSOIL t Xl'�'�"1 PROPOSED + + _ , �+ ' STOCKPILE7oPROP. EXISTING I',, n ! AREA O TOP'OF BLUFF X I RESIDENCE 4"SDR i' I BOULDER1STFLOOR FFE:38'-10" ISTING WOOD \ \ BASEMENT FFE:28'-s" ,_� 35 PIPE I � ,, ;; `/ o CONCRETE Z i LAWN I i TYP. WASHOUTAREA II TERRACING TO _ -_ / rr I REMAIN / , I (DW-1�-----ADW-2; n 4o'-o"t � I �I PROPOSED I I I ). _.� I x � I �� ,��, i i - .. _' � i I ii I - ----� WATER METER TOE OF BLUFF I / X 122'_1") I " , n _ O I I \ / (t9'-2'q - EXISTING AC UNIT r-r1 +3r-o" v_' 1D36'-8 C " LOCATION 1 I TO BE REMOVED JI ' I E�EG�� jER PROP69ED / \X' \� \ 50 FEET OF PROPOSED U I I DW 4 PROPOSED I v\N P I > v DRIVEWAY TO BE USED FOR i -_ GAS LINE GRAVEL r=, ; WAY \ > I � � \N DRIVE BORDER - -% -t_1 ; ix '` ✓ \ (EOE DETAIL 3)STRUCTION ACCESS (28'-9-) / J —i (41.-q„l'I �. q1'T1 / I (31' o")x 3s' 7 X - -- - ----- - - - CONSTRUCTION , -__-----_- I I I I � r PD 1,1 / / 8 �- BS ' __ _ __ ___---- I LNG �/ o HAYBALES TO REMAIN O I i / /w DURING CONSTRUCTION "---' + 40''0' , X � V i r _— 1 TW -----__ -- -- ---- \ / 1 L1------ - ----__ \ (2'70") 15'6'y I 13, „ . `i / ( 1 / ----- - --A - -- ---- X(42'4") X \ �- I III I I ® (43'2') \ 4 II I I\ g 9 j2a'-6„) �� PROPOSED & PROPOSED PROPOSED EX.TREE TO I I I I $ PROPOSED BURIED CATCH BASIN MASONRY TRENCH DRAIN TO REMAIN TYP. LU I a o N - PROPOSED PROPANE TANK PIPED TO DRYWELL BORDER BE PIPED TO DRYWELL r / GRAVEL BORDER EXISTING RESIDENCE, (SEE DETAIL 5) (SEE DETAIL 4) EXISTING CESSPOOLS DECK+STEPS TO BE ry TO BE ABANDONDED REMOVED PROPOSED EXISTING GARAGE PRECAST DRYWELL TO BE REMOVED ' n TYP.(SEE DETAIL 2) PROPOSED MASONRY V RETAINING WALL 0 50' MIN. 0 BUT SUFFICIENT TO KEEP PRECAST CONCRETE O SEDIMENT ON SITE DOME -T, HAY BALE AND/OR SDR 35 PVC > SILT FENCING INLET PIPE p SEE PLAN FOR GRADE -° la'-o"MAx. C.to C. U PIPE SIZE 2'-0” TOP OF DRYWELL < - o m MAX (SEE PLAN FOR __ RADE LL SDR 35 PVC BACKFILL 3'-0"MINIMUM m o o � ELEVATION) Z � .� C7 � z OVERFLOW PIPE ❑ ❑ ❑ ❑ ❑ �- AROUND DRYWELL WITH -+ m -O �N) _ SEE PLAN FOR ❑ ❑ ❑ ❑ " "' 1 4 -1 2 MEDIUM COARSE rn - '� __{ PIPE SIZE M p oy� ❑ ❑ ❑ ❑ SAND/GRAVEL O V5 p --r- 'ro ❑ ❑ ❑ ❑ ❑ PRECAST CONCRETE Q z z O � = Z PERSPECTIVE VIEW SEE PLAN FOR DEPTH _-_-__-_ STORM DRAIN RING O m O O' GEOTEXTILE ❑ ❑ 0 ❑ ❑ D p TIED TO' O WIRE FENCING ❑ ❑ ❑ NOTES: MM WIRE FENCE 2'k4"OPENINGS 48"FENCE POST ❑ ❑ ❑ ❑ ❑ 6'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED EXISTING COMPACTED SOIL $' ❑ ❑ ❑ ❑ 3/4"STONE BLEND OR N.Y.STATE D.O.T. APPROVED R.C.A. GRAD GEOTEXTILE 25'-0"MAXIMUM DEPTH BELOW GRADE FILL TO 18" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE TO BE BURIED 2,-0„ IN GROUND, 2'-0 MINIMUM ABOVE GROUND WATER SSHOWN E MIN SEE PLAN FOR WIDTH Drainage Calculations and Structure Schedule - GROUUN W�4TER INE ROAD EXISTING GRADE NOt�RA ABL SOIL 2'-0"MAXIMUM ACCESSCHIMNEY (IF NECESSARY) Drainage NOTE: 6-0 Structure Size Elevation Invert In ert Invert HAY B Out - MAXIMUM DRAINAGE AREA MIN ALE AND/ R DRYWELL TO BE INSTALLED AS PER STATE AND CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED t/2 ACRE / 100 LINEAR FEET 5 ,.LLT FENCING CLEAN MEDIUM SAND AND GRAVEL- RATEABLE SOIL LOCAL CODES /4"STONE BLEND OR N.Y.STATE D.O.T. APPROVED R.C.A. Proposed Dwelling (4,237 sf @ 100%) +proposed Driveway(2,867 sf @ 100%) COARSE FILL FILL TO 18" (MIN.) ABOVE EXISTING GRADE FOR DRAINAGE 7,104 SF x 2" rainfall (.167) =1186 CF/8'Dia. Drywell (42.3) =28.0'depth req'd PROJECT LIMITING SILT FENCE 2 PRECAST CONCRETE DRYWELL CONSTRUCTION ACCESS DETAIL DW-1 8' Dia x 10'depth 3 DW-2 8'Dia x 10'depth Plan Not to Scale Plan Not to Scale Plan Not to Scale DW-3 8' Dia x 10'depth DW-4 8'Dia x 10'depth 40' depth provided NDS 1813 CAST Future Swimming Pool Backwash Drywell IRON GRATE PD-1 8' Dia x 4'depth SLOPE SLOPE GRAVEL DRIVEWAY 4' depth provided GRAVEL DRIVEWAY ACO DRAIN GRATE- TYPE 605Q WAVE LEGEND ACO POLYMER CONCRETE GALVANIZED STEEL GRATE 111=111=111=- a ®° I-1 11=1 11=i 11= K200 CHANNEL SYSTEM WITH TEST HOLE DATA Tw TOP OF WALL GALVANIZED STEEL EDGE RAILS =1 1=I I 1=-I I_I= ° ° 12" - -I I_I I 1=1' [PROPERTY LINE GRAVEL DRIVEWAY #5 REBAR AROUND --- _ ' !I-� _ 51-3" 20'-3j" 20'-819 COORDINATE W/ COORDINATE W/ STRUCTURAL PLANS COORDINATE W1 STRUCTURAL PLANS STRUCTURAL PLANS W j2 V) V) z 0 z 0 D < 0 0n 4 V) -------------------------------- ------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------il----------------------- ------------------------------------ --------------------------------------T----- r-----------------------I !_____,_____J_-__------- ----------------------- J R STORAGE/MECHANICAL ROOM NORTH 1 006 V) 20'-114" Q itCK 101-010 00 co 7 REF zit IMECHANICAL EQUIPMENT 0 0 'AREA SINK co STORAGE ROOM El 1 004 ------------- N 2--6- L - MECHANICAL! ------ EQUIPMENT < -—-—-—- ry -------------------------- -------------------------------------- - - < o0uz oda 0 Ln ....... ............................ RECREATION ROOM 003 10*-31" ............................ ....... 2--0- S-111* o c 1:1 --------------- ....................................... . ----------------- ---------- ------ -------------------- 002 -------------------- ....................................... -------------------- -------- 5 ------------------ L 4'-Om < .................v. ................ ---------------- ------------------------------- 001.1 5 < ..................................... . 150-81" Oo 5B 001 00 BATHROOM rn 002 ..................................... . X BEDROOM 00 1�04 001 GLASS SHOWER DOOR 00 STORAGE/MECHANICAL I = ROOM SOUTH 00 ...................... ............... 005 TU OWER $ 2t-1" 6t-3" ]> CONSTRUC110N PLAN BASEMENT LEVEL EVAN AKSELRAD GENERAL NOTE: SHEET: SEAL&SIGNATU,,F�-- DATE: ISSUE REVISION PROJE ISSUED FOR ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, GROUND FLOOR e., RAW 1 07.24.18 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD BID PLAN A K. 16 JAY STREET 9820 NASSAU POINT RD ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ISSUED FOR MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED J 2 08.16.18 NEW YORK, NY 10013 DOB REFILING CUTCHOGUE, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR A- 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN eakselrad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD -ARCHITECT-ENGINEER 20'-11" 28'-211 11'-8" 33'-6" 51-10" 7'-611 2/_5z ........................................................................................................................................................................................................................................................................................................................................ ------------------------------------------------------------------------t-------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 113 112 111 u --------------------- PV BBQ COOKTOP ..................... LAUNDRY ROOM R 107 N OI I O � � 110 R DOUBLE 51-3" OVEN -- t� WARMIN --------- --------------------------------- I --------------- DW SINK o PANTRY 101.3 . I KITCHEN ENTRY GARAGE SERVICE GARAGE SINK 102 108A 1088 COVERED PORCH N REF R 112 15 21_411 N ............... ...................... 01.2 101.1 ENTRY ENTRY 1;� 101 B 101A 109 COD PORCELA 16 0 POWDER 105 106 .lJw .............. Sll� ......... .. !INE. 21_111 ROOM ....... ............ ,� 104 ------------------------------------------- 108.1 108.2 H GREAT ROOM 103 10a 07 08 I us. , .................. .........................:� .................................. DN UP WOOD BURNING MASONRY FIREPLACE WOOD STORAGE CUB BY o W/CANTILEVER STONE HEARTH MAPLE WOOD TRIM "�rnl 17 117 VENT WITH TRIPLE INSULATED FLUE SURROUND LINE CUBBY MAIN PROVIDE INTEGRAL SLIDING BLACK WITH WOOD PLANKS ENTRY ...................................... CHAIN LINK SCREEN 110 STONE FASCIA SURROUND FLOOR TO CEILING GALLERY TO BE SELECTED BY OWNER 106 I� �I ........... ......................... 103 I STONE PATIO AND STEPS Ln Lo .............................. FLOOR TO CEILING Q-021.1 SLIDING DOOR PANEL ..................................... FAMILY µl--- ROOM """` GREAT 18 118 109 W.I.C. - -- - -- -- -- - -- - - ,�,� ......... ..................... 102 i II R '—IN .,,w,"anrnr„ ! wwr nw-...r"wrwr co co FULL r �.-;ATH 3 . - 1-_105 0 ler,wrnnngrww�w�wr a wm� . I 1 POOL EQUIPMENT PIT 119 Cti i ' ,r 101 ONXE;f'i C'IIJ,SS SHOWER DOOR C) �i r9,vA,q wr 9. rw ."luwp ..wrr wal,-.•;,Mhewerri iw „19 nu M.r9 r r 9noxnnwr.r..•.r, , ,m,rwurawrn.awe. CONSTRUCTION PLAN -- FIRST F[,,001`' �� , I'� °�w3 �; "'; ,/ , [� GENERAL NOTE. SHEET: SEALaSIG�1'��t DATE: ISSUE REVISION V I w 2017_°8.04 My;, ,; 1 '', w, + 411 , R ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, FIRST FLOOR ° � �c°�®� PROJECT NO.: 17044 ISSUED FOR J 1 Cl., ANAVI RESIDENCE � � �•. %; �7DRAWING Y: SS 1 07.24.18 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS 4 BID DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- PLAN ; 'r' ^ ., HK.BY: EA 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ISSUED FOR MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED k N 2 08.16.18 , CUTCHOGUE, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS ��DOB REFILING PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR ')34r?� A-21 USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE �� .� WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN ��, PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEEROF 26'-0" 20'-11" 14'-7" S-7" 1 ----— --------------------------------- 4B ------ ----------------------- ------ ---- ---- -- - — —— ----- --------------------------------------------------------------------- ---- — --------------------------------------- — - -- --- ----- — -- ------------------------------------------- ----------— --- - - ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------- -- - — - — — -- - --- ----------------------------------------------------------------------------------------------------------------------------------- i 16 I I i N STEAM CD 1 SHOWER i �' R 5 GLASS SHOWER DOOR iD o o WITH TRANSOM MASTER 'oI i j los 71-8" BATH j i 206 206 i i 1 16 1B 1 I!! i TUBc FLOOR TO CEILING TRIMLESS GLASS i -KN TUB/SHOWER AROUND DRESSIN 3 ----------------------- .................. ................... TUB/SHOWER TABLE 1 i I 1 R i °O 7'-8" 6'-1" s N ! io ! I i 209 205 ! I j 206.1 MILLWORK ! �......... ...................... CABINET L I R R I 5B 56 i' i I �n i I �-) 207.1 5B 5 ! ........ ....... ............. MASTER � BEDROOM 1 6$-0" N " - - N 202 a' MASTER 204 CLOSET i 5 207 `I ................... .........•---•• R i 1 i i N 5 ! 1 j 201.1 ---------------- . --- ' � 1 202.1 5 ........ ......................... I i i i CJ i ? ON UPPERw - GALLERY i 2'-0" 201 R 0 I I j 'rn� 210 I MILLWORK N STORAGE 203 N 1 ! I �........ ......... .......... gC FPLC FLUE Ul 1.i i --1N I Lo I R V Low ....................... ........... N 5 203.2 i j ------------ ---------: 203.1 6- - i o HULL DOW 9'_ " •ATTIC STAG 12'_2" ............. ---------------------- i UB/ 211 d SHOWER �' 5 0 5 ��• N w BEDROOM 9'-10" 203 3'-10" BATHROOM 202 0 204 I 66 GLASS SHOWER IN o DOOR O 2'-1" 00 I R ....................... .............. N 1\ 6B N 'r' in co o I 6B BEDROOM o0 `R 14 r i 205 1 212 1 16 213 16 1 13'-11" 8'-4" tc f 214 io O ui I i� 215 28'-5" 16'-8" 45'-1" CONSTRUCTION PLAN - SECOND FLOOR SHEET: SEAL&SIGN DATE: 2017-08-04 ISSUE REVISION EVAN AKSELRAD GENERAL NOTE: ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, SECOND FLOOR �� ®�. DROJECTNO.: SS ISSUE=D FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS �J� �� RA G BY: SS 07.24.'1$ BID DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- PLAN ti „ HKY: EA 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE . ISSUED FOR MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED 2 08.'16,'1$ NEW YORK, NY 10013 ` : , i NO.: DOB REFILING CUTCHOGUE, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR :9>, 02346$ A-2 2 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE ,'®F N�� WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN eakselrad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD -ARCHITECT-ENGINEER OF ---------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------ ---------------------- ------------------------ -------------- ------------------------------------- -- ------ -------------------------------------- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I ------------------------------------------------------------------------------------------------------------- 1 CONSTRUCTION PI,.�N - R00� PLAN ISSUE REVISION EVAN AKS E LRAD GENERAL NOTE. SHEET: SEAL&SIGNq�' DATE: 2017-08-04 �'`�FZ ASS A& DATE: PROJECT NO.: 17044 ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, �� DRA NG BY: SS ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS ROOF PLAN !, �,� 1 07.24.'18 �11D E DRAWING ARE THE PROPERTY OF &OWNED BY EVAN AKSELRAD- � � ��All" HK BY: EA 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE8176.NO.: ISSUED FOR NEW YORK, NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED 2 08.16.18 DOB REFILING CUTCHOG UE, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS A c� —rt' A-23� � PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR A2346 0 917.689.0301 (t} USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE 0 WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN F eakselrad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD -ARCHITECT-ENGINEER OF 5/4" x 8-112" MAPLE 515" GYP. BOARDCLEAR FIN15HED CAP 1-1/4" LSL WALL STUD +42" A.F.F (UDii) 7 T.O. FINISHED CAP MINERAL Y400L ACOUSTIC BATT INSULATION OL CONTINUOUS 1/4" x 1/4" REVEALVARIES;SEE ROF VARIES; ROP OL VARIES;SEE ROP OL B.O. FINISHED CEILING 5/8' GYP. BOARD B.O. FINISHED CEILING B.O. FINISHED CEILING 5-1/2" LSL WALL STUD +56" 5/8" GYP. BOARD A.FF —--------- —-—-—-—-- ----- —-—- 5-1/2" MINERAL WOOLCENTERLINE OF HANDRAIL 5/al GYP. Bo. ACOUSTIC,BATT INSULATION BLOCKING @ STAIR <kNLY 1-1/4" LSL WALL STUD HANDRAIL ATTACHMEN75 5/5" GYP. BOARD 7-I/4" LSL WALL STUD PARTITION TYPE 15 ONLY*- -- \ 5/6" GYP.BOARD @ SLIDING POOR PANEL 1-1/2" LSL WALL STUD 1-1/2" DOOR PANEL 5/8" GYP.BOARD VA PARTITION TYPE QB ONLY: 4-1/4" LSL WALL STUD USE 5/6' CEMENT BOARD PARTITION TYPE 65 ONLY: INSTEAD OF GYP. BOARD5/8" GYP. BOARD USE 5/8" CEMENT BOARD INSTEAD OF GYP.BOARD v PARTITION TYPE 5 - INTERIOR WALL PARTITION TYPE I INTERIOR WALL PARTITION TYPE (o INTERIOR *ALL5-1/2'STUDS USE 5/8'CEMENT BOARD INSTEAD OF 5/8"GYP.50. SCALE- I-VT-4-0' WALL K/SLIDING DOOR SCALE: I-Wrl1.00 USE 5/8,CEMENT BOARD INSTEAD OF GYPSUM WALL BOARD AT BATHROOM SCALE. 1-1/2'=1'-0' B 5l8-CEMENT BOARD,BOTH SIDES ADO MINERAL WOOL sm SA ----------- ----------- IA>�........... ONLY ONLY < ( I" SPACE SPACE ONLY SPACE -4 -III-- VARIES 4' EXPOSURE CEDAR SHAKE SHINGLESA 4" EXPOSURE CEDAR SHAKE a ------ SHIN6LE5 T.O. GRAPE ---- ------ 4" EXPOSURE CEDAR SHAKE 5HINGLE5 10 MM HP SLICKER RAIN50REEN -ma io,, CONCRETE MLL -- ------ 10 MM HP SLICKER RAIN5CREEN 10 MM HP SLICKER RA145CREEN i=2 7 ---- TE --- 't 1/2 1/2" SPACE 1/2 SPACE 1-1/4" LSL WALL STUD SPACE 5-1/2" LSL WALL STUD 2" R1610 FOAM; 11-114" LSL WALL STUD VARIES;SEE ROF OL 2 FT. DEEP AROUND PERIMETER .,. - __:-:- 1 1 5/4" COX PLYY4000 X 5/4" COX PLYWOOD �v I. INTERIOR, EXTERIOR T-M INTERIOR EXTERIOR INTERIOR B.O. FINISHED CEILING \.F EXTERIOR INTERIOR EXTERIOR T m: 5/4" C12X FLYNOOD I TOTAL: 5-1/2" INSULATION[R=265] 5/5" GYP. BOARD 5-1/2" LSL WALL STUD 5-1/2" WALL STUD 3-1/2' WALL STUD I TOTAL: 5-1/2" INSULATION [R=265] 5-1/2 WALL STUD 3-1/2" LSL WALL STUD 2" CLOSED CELL FOAM OR AS NOTED 2'CLOSED CELL FOAM 2' OL05ED CELL FOAM TOTAL: 5-1/2" INSULATION[R=26.5] CEMENT BOARD .8; CEMENT 130ARD ---- V CEMENT BOARD I 5-1/2" MINERAL Y400L BATT INSULATION ')SED CELL FOAM 1-5/4" AIR SPACE AC005TIC BATT INSULATION Oo 2n CLL 1 1 5-1/2" BATT INSULATION NLY oe 5-1/2" BATT INSULATION m 1/2" AIR SPACE BETWEEN -1p ——————————— 0 — —————————— —————— — 5/8" GYPSUM BOARD EXTERIOR WALL 4 INTERIOR AIR SPACE J / PARTITION OR AS NOTED ON .`; 5/6" GYP.50.AT INTERIOR "" 5/8 PARTITION TYPE 55 ONLY: PLAN 5-1/2BATT IINSULATIONGYP. BO.AT INTERIOR i USE 5/5" CEMENT BOARD PARTITION TYPE 113 ONLY: PARTITION TYPE ONLY: INSTEAD OF GYP. BOARD 13P. USE 5/5" CEMENT BOARD SO' GYP. BO. AT INTERIOR USE 5/8" CEMENT BOARD INSTEAD OF GYP. BOARD ---- • INSTEAD OF GYP. BOARD PARTITION TYPE 413 ONLY: ------- PARTITION TYPE 513 ONLY: ---- 9 CEMENT BOARD P. STEAM SHOWER AND j. USE 5/8" ------ USE 5/6' CEMENT BOARD INSTEAD OF GYP BOARD INSTEAD OF GYP. BOARD .... SHOWER L v PARTITION TYPE 5 INTERIOR WALL 4 PARTITION TYPE 4 - EXTERIOR WALL coNCRErE 3 PARTITION TYPE 5 - EXTERIOR WALL ii-im STUDS PARTITION TYPE 2 - EXTERIOR WALL i-ix-5Tum PARTITION TYPE I EXTERIOR WALL 5-i/v 5TLv5 USE 5/8"CEMENT BOARD INSTEAD OF 5/5'GYP.50. VALE: 1-112'4-0' USE 5/5' CEMENT BOARD INSTEAD OF 5/6"GYP.13P.AT BATHROOM SCALE- I-W-4-0` USE 5/5"CEMENT BOARD INSTEAD OF 5/6'GYP.50.@ BATHROOM USE I-In't1w USE 5/8'CEMENT BOARD INSTEAD OF 5/8'GYP.130.@ BATHROOM IB USE 5/5'CEMENT BOARD INSTEAD OF 51b"GYP.BO.AT BATHROOM SCALE: I-VT-4-0' USE 5/8"CEMENT BOARD,BOTH 51LES A USE 5/5"CEMENT BOARD BATHROOM WITH LAMINATED WALL U) ADD MINER��L HOOL, z 0 PARTITION TYPES SCALE: AS NOTED SHEET: SEAL&S12VUV�E: EVAN AKSELRAD GENERAL NOTE: E D Ai� DATE: 2017-08-04 (o ISSUE REVISION PROJECT NO.: 17044 < ARCHITECT ENGINEER A N AV I RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, PARTITION TYPE5 --lo, AKS ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING BY: SS 1 03.23.18 PERMIT SET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- CHK BY: EA 16 JAY STREET 9820 NASSAU POINT RD ARCH ITECTENGINE ER. WHETHER THE PROJECT FOR WHICH THEY ARE WG.NO.: NEW YORK, NY 10013MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED CUTCHOGUE, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS 00 0PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR 0 A—26 04 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE 34ro�' 0 WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN Of N 04 eakselrad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF I I j j i j i i co I 4a ( I I I I 3 I i i ' 6a tD --- — --- -- — ------ --- ------- ----- --------I-- ----- ---- ---- I Ba j — -- Ly I I I I I ( I 1 I I I 4b 11 I I I T3373 4a 4b 5 • j I I I I 2 5 I ' CIRCUIT SCHEDULE SWITCH SCHEDULE - - ----- -- -- -- 1 M sA CIRCUIT NUMBER DESCRIPTION / LOCATION SWITCH NUMBER DESCRIPTION / LOCATION -------------------- SB ...................................... I J ! --------------- 1 STAIR DOWN TO BASEMENT SA BASEMENT STAIR 1 WAY),2,4a,4b,5 2 BASEMENT GALLERY SB GARDEN ENTRY 2,4a,4b,5,63 --- IL7 ....... ....... 3 STORAGE CLOSET — — ------------ ------------- -- ! k...................................... I I I i i 4a GARDEN ROOM ART WALL ! - -- ------ ----------------- - - i J 14 ! 4B GARDEN ROOM NORTH i I i 4b 4a 5 ® 5 GARDEN ROOM SOUTH p...................................... 3 - - - - 6 BAR CEILING LIGHT i ! ! 7 BEDROOM SOUTH — -- ------ ---------- ------ — i I � 8 BATHROOM CEILING ! g ....................................... I I 9 BATHROOM VANITY I I a 913 10 MECHANICAL/STORAGE SOUTH ® I 11 MECHANICAL/STORAGE NORTH 12 BEDROOM CLOSET I I 3 e 13 BATHROOM DOOR LOCK 7 14 HALL CLOSET ...................................... FI 7-- — — — 12 12 I J 10 REFLECTED CEILING PLAN - BASEMENT LEVEL ISSUE R EVAN AKSELRAD GENERAL NOTE: SHEET: SEAL&SIG E©ARc DATE: 2017-08-04 \� K y6 1 ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, RCP �S�SROJECT NO.: 044 7 1 07.24.18 ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS LOWER LEVEL � O AWING BY: SS BILI 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD— � r>:� C EA 9820 NASSAU POINT RD. ARCHITECT—ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE IS%UED FOR MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED No.: 2 08.16.18 NEW YORK, NY 10013 CUTCHOGUE, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS N� �-'' — DOB REFILING _ PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR 'Sj� 02346$ O , A -30 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE OF IN WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN eakselrad@live.COm PERMISSION AND DIRECTION OF EVAN AKSELRAD—ARCHITECT—ENGINEER OF i---------------------------------_---------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ........................................................................................................... I cFl I I i ' 33 I I I I I I I i j jI — j — ----------- j- — — j ------- --- — — 2 ( j I 33 171•--------------- 3ol ol 22 . .—..�. .—. ----�.—. 31 j 23 j 37 .... ..fq I - •-........... j Li L ..36 , j j 5 j SK j I I - •— I ------- I --- — — — — — —• — -- -------------.---- -------s --- -- i i i i -- — — — — --- — — — --- — --- — -- 34 a I 28 sa 51 5, z 53 j Lu 0 29 29 I 30 z7b .. I — — 52 L............ ' ® I I Iai SL j j 2a I SF _. .__.. ....._-- I —.__ ----.._ 3 4 - -- - -- - -- -- - - - - - - -- - -- -- -- -- -- - -- - -- -- -- -- ........ .........................:a ( ... ......—..---- I I I , ......�..._.._._..._.-. ................................... FS 7E CIRCUIT SCHEDULE CIRCUIT SCHEDULE — — j — — I — ._ _ I 1 r I I CIRCUIT NUMBER DESCRIPTION / LOCATION CIRCUIT NUMBER DESCRIPTION / LOCATION j I I I 21 ENTRY GALLERY 41 BATH CEILING .................................... — — r i 22 ART WALL 42 BATH VANITY F � ' 26 P1 j P 22 h 23 DINING PENDANTS 43 BATH TUB 24 GREAT ROOM NORTH 44 BATHROOM DOOR LOCK .,. 00 00 25 GREAT ROOM SOUTH 45 ------ — ...... — — r I ENTRY GALLERY SOUTH I I j 26 GREAT ROOM BANQUETTE 46 STAIR UP TO SECOND FLOOR 64 27 A—COFFEE BAR OVRHD B—UNDER CAB 47 CLOSET j , 28 SERVICE GALLERY 48 ENTRY GALLERY CLOSET 29 POWDER ROOM CEILING 51 GARAGE WEST — ------------- --•----.---.—. ._..,..... . ___.— �'� ;4 ❑ 30POWDER ROOM VANITY 52 GARAGE EAST �'4s — ................... 391 I i -'' 21 31 CLOSET 61 BBQ DECK CEILING �. 32 PANTRY 62 BBQ DECK LOW ........................................... 33 LAUNDRY 63 DECK STAIR - KITCHEN ENTRY 64 ................................... j ( a�a I 45 ) ae 34 FRONT PORCH 35 KITCHEN FILL 65 GARAGE SCONCES 36 ISLAND PENDANTS } ..................................... I _ ``;wY' , 37 __.. .—._. ---- • —..—.. . . ._. .,; .... ...... .T..w._.,.. � KITCHEN PENDANTS ,.— I I I 4142431 az 38 KITCHEN COUNTER I 39 FAMILY ROOM NORTH — a1 40 FAMILY ROOM SOUTH I I I'. I 43 SWITCH SCHEDULE SWITCH NUMBER DESCRIPTION / LOCATION "" '"-'"•"-' "' "�"""""""""" SE ENTRY GALLERY 21,34,46,64,65,ALL OFF SF GREAT ROOM ENTRY S 21,22,23,24,25 SG GARAGE ENTRY 51,28,34,65,ALL OFF SH KITCHEN ENTRY 34,35,36,37,38,21 SK GREAT RM. N. 22,23,24,25,27o,27b, ALL OFF SL DECK,22,23,24,25,63, GR.RM./KITCH. ALL OFF 10 REFLECTED CEILING PLAN - FIRST LEVEL EVAN A S E L R A D GENERAL NOTE: SHEET: SEAL&SIGNATURE' DATE: 2017-08-04ISSUE REVISION R�D� RC RCP PROJECT NO.: 17044 1 07.24.18 CP y� ARCHITECT / ENGINEER AINAVI R ESID E N C E ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, I1ISSUED FORARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS C3 P� AKS RA NG BY: SS BID �I r; DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD_ 1st FLOOR II BY: EA 16 J 144 STREET 9320 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE fh � - ISSUED FOR D G. NO.: R ^� "" I r '" x, MADE IS EXECUTED OR NOT, THEY WERE CREATED, EVOLVED, DEVELOPED r I 2 08.16.18 '`�� " I( I�'r I II �„ HOGUE NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS µ DOB REFILING I� PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR �� ""`"' - 1A-31.. 1 W'° '"11 0 USED BY ANY PERSON FIRM OR P '9 X2346$ • • 1 �?' ' COR ORATION FOR ANY USE OR PURPOSE � y0 WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN pF PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER - OF M.M.ir..•. ..1...,.,..,.•....r5"1 w r1 n.r.rl.'••vw M yn.... nw n..xrh n.,....•rn.r..v.w.rn.,Y ....w.m..i•r..wi.l.r.i. ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------- ----------------------------- ! I --------- -- I 1 j i 80 j j I I j i i I o I ! ----------------- ---------------- — 77 i i I I 77 ! 78 ..................................... ! I I j I 81 i I .................. .............00i — — --- -- - — — —� --------------------------------------------------------------------- 73 I I I I --- -- I j ...................................... i 1 i I 1 I I s2 ! --------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 3 4 46 71 1 ...... .... C--(-i 72 I ..................................... 74 CIRCUIT SCHEDULE SWITCH SCHEDULE j — -- -------------- I ---------------- — CIRCUIT NUMBER DESCRIPTION / LOCATION SWITCH NUMBER DESCRIPTION / LOCATION ................................... 71 SECOND FLOOR GALLERY SM MBR. ENT. 72,73,74,54(FRNT PORCH),65(GARAGE SCONCES),ALL OFF I j I I 72 MASTER BEDROOM ENTRY SN MBR. NT. 72,73,74,54(FRNT PORCH),65(GARAGE SCONCES),ALL OFF I I 73 MASTER BEDROOM NORTH SP MBR. NT. 72,73,74,54(FRNT PORCH),65(GARAGE SCONCES),ALL OFF i — — — — --- — — – ----- ---------- --- I 74 MASTER BEDROOM SOUTH N P _ I _ 75 M.B. W/NT. TABLE SWITCHED OUTLET ❑ 46 82 76 M.B. E/NT. TABLE SWITCHED OUTLET I , ...................................... I 77 MASTER BATH ENTRY 1 _ 78 MASTER BATH VANITY 79 MASTER BATH TOILET/BIDET ! 83 8483 �1 -- 80 TUB ROOM I I I 81 MASTER BEDROOM CLOSET 1 I I 99091 8 87 - ----------- - 82 CHERRY ROOM CLOSET ..................................... 83 CHERRY ROOM NORTH Bs 90 I I I 84 CHERRY ROOM SOUTH 01 1 I 88 JI I 85 N O T USED ..................................... I 4 1 1 ( 1 87 — ------ ------------------ — I � 86 BUNK ROOM NORTH rt I 89 i 87 BUNK ROOM SOUTH 88 BUNK ROOM CLOSET 89 BATHROOM CEILING � I � 90 BATHROOM VANITY 91 BATHROOM DOOR LOCK 92 LINEN CLOSET 101 ATTIC ACCESS DOOR JAM SWITCH REFLECTED CEILING PLAN — SECOND LEVEL me qm-r EVAN A K S E L R A D GENERAL NOTE: SHEET: SEAL&SI ISSUE: REVISION _.A&cy DATE: 2017-08-04 ARCHITECT / ENGINEER ANAVI RESIDENCE RCP .,. PROJECT NO.: 17044 ALL DRAWINGS SPECIFICATIONS PLANS IDEAS CALCULATIONS DETAILS �p ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS J� �S+ RAW BY: SS RAWING ARE THE PROPERTY1 07.24.18 R BID 16 JAY STREET 9820 NASSAU POINT RD. DARCHITECT ENGIN ER. WHETHOER THE PROJECT FOR WH CH THEY ARE 2nd FLOOR K. Y: EA r :: �� „� 2 08.16.18 ISSUED FOR NEW YORK, NY 10013 CUTCHOGUE NY 11935 AND PRODUCED FOR MADE IS EXECUTED THE SOLEEY WERE CREATED,ON AND IN CONNECTION DEVELOPED V = =- � G.NO.: DOB REFILING A-32 PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR 02346� O� 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE ®F �� eakselrad@live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER of N2 - w. - •�' ITEM BRAND MODEL # 51ZE FIN15H REQUIREMENTS COMMENTS D MATO VOLTS LOCATIM KITCHEN — FIRST FLOOR — SEE SHEET A-21 AO A TBD BY OWNER TYPICAL DOWNLIGHT (ALL SWITCHES DIMMABLE) PLUMBED FILTERED WATER CUSTOM PANEL AND REFRIGERATOR MIELE KF 1903 VI 36" CUSTOM WOOD PANEL 12OV,bOHZ, 15 AMPS HANDLE READY # 0606805 XLOBSIDIAN BLACK 51DE PLUMBED FILTERED WATER STACKED WITH STEAM E O B TBD BY OWNER PENDANT[TYPE #1 5WITGH;NUMBER DENOTES CIRCUIT# STEAM OVEN MIELE 23660552U5A 24" PANELS 208/24OV,bO HZ,20 AMP5 OVEN� R MING # PLUMBED FILTERED WATER STACKED WITH STEAM O G TBD BY OWNER CFL FILL LIGHTS-KAY j 3-WAY DIMMER 5WITGH WALL OVEN MIELE H6880 BP 22688023U5A 30" OBSIDIAN BLACK 240/24OV,60HZ,30 AMPS OVEN AND WARMING # DRAWER �j 4-WAY 5WITGH STACKED WITH STEAM D ® D TBD BY OWNER BAR LIGHT[SMALLER] WARMING DRAWER MIELE E5W 6880 30688022U5A 30" OBSIDIAN BLACK 120V,60HZ, 15 AMPS OVEN AND WARMING Jj JAMB SNITCH DRAWER EE TBD BY OWNER UNDERGABINET LIGHT UNDER ALL UPPER CABINETS; CUSTOM PANEL AND THROUGHOUT HOUSE G 6595 5GVi K20 PLUMBED HOT WATER J JUNCTION BOX DISHWASHER MIELE 216541562USA 24" CUSTOM WOOD PANEL 110/12OV,60 HZ, 15 AMPS HANDLE READY.(2) C REQUIRED CEILING FAN;NUMBER COOKTOP MIELE KMb5ll 26651152U5A 42" 55 FRAME 240/206V,50 AMP5 INDUCTION GOOKTOP F TBD BY OWNER INDICATES FIXTURE WALL MOUNTED SUPPLY RE6I5TER WITH 55 FRAME NUMBER R WALL MOUNTED RETURN AIR COFFEE MACHINE MIELE CVA 6805 2988052OU5A 24" OBSIDIAN BLACK PLUMBED FILTERED WATER A v REGISTER 120V,60HZ, 15 AMPS WINE COOLER MIELE 3663120005A 24" 55 AND GLA55 110/12OV,60 HZ, 15 AMPS ONE ZONE G TBD BY OWNER CLOSET LIGHT TIED TO ALL CLOSETS JAMB 5WITGH •�. MICROWAVE TBD ACCESS PANEL;SPEC AS NOTED UNDERGABPLUMBED FILTERED WATER UNDERCABINET TWO 8 E) H TBD BY OWNER EXTERIOR DOML16HT FREEZER SUBZERO I0-24FI 24" CUSTOM WOOD PANEL 115Y,60HZ, 15 AMPS DRAWER FREEZER YqITH ICE MAKER 0 D OR 0 J TBD BY OWNER " STAIR LIGHT® IS ABOVE OVEN H000 TBD 48REMOTE FAN" S5 STEP DOWNLIGHT RETURN AIR REGISTER LOCATION GARBAGE EVOLUTION E55ENTIAL (2) REQUIRED K K TBD BY OWNER WALL WASH DISPOSAL IN5INKE ATOR XTR 120V,60 HZ, 15 AMPS SINK TOP 5WITGH 0 REGRESSED EYEBALL ® AIR SUPPLY REGISTER LAUNDRY — FIRST FLOOR — 5EE SHEET A-21 L L TBD BY OWNER VANITY LIGHT EXHAUST REGISTER LE W 3046 11304611U5A WHITE HOT AND GOLD WATER SURFM TB0 BY OWNER FLUOAGE MOUNT WASHER MIE # SUPPLY IIOV 15 AMPS FLUORESCENT - GARAGE CIRCUIT NUMBER(5EE SCHEDULES ON RCP)O DRYER MIELE T 8033 G 1280331105 M MECHANICAL ROOMA WHITE 208/24OV,30 AMPS INSTALL A5 PER IRC 2015 SECTION R314. SMOKE DETECTORS TO5# WALL-MOUNTED RADIO RA PANEL sD - TBD BY OWNER SMOKE DETECTOR BE HARD WIRED TO BUILDING'S ELECTRICAL SYSTEM. ACTUATION THROUGHOUT O # INDICATES PANEL NO.(SEE SCHEDULES ON ROP)OF ONE ALARM SHALL ACTIVATE ALL OTHER ALARMS IN THE UNIT. WITHIN 10'-O" OF BEDROOMS CEILING-MOUNTED AUDIO SPEAKER GENERAL — VARIE5 — 5EE CON5TRUCTION PLANS CARBON MONOXIDE THROUGHOUT OR INSTALL AS PER IRC 2015 SECTION R314. ACTUATION OF ONE O O (MANUF.TO BE SELECTED BY OWNER) LOCATED IN SP 5P Co - TBD BY OWNER DETECTOR ALARM SHALL ACTIVATE ALL OTHER ALARMS IN THE UNIT. WITHIN 10'-0" OF BEDROOMS g 'VINDICATES SURROUND SOUND SPEAKER CENTRAL VACUUM ELECTROLUX BASEMENT INSTALL A5 PER IRC 2015 SECTION R314. SMOKE DETECTORS TO MECHANICAL ROOM � SDS TBD BY OWNER SMOKE DETECTOR/CO THROUGHOUT Co DETECTOR COMBINATION BE HARD WIRED TO BUILDING 5 ELECTRICAL SYSTEM. ACTUATION WITHIN 10'-0" OF BEDROOMS TEMPERATURE SEN50R OF ONE ALARM SHALL ACTIVATE ALL OTHER ALARMS IN THE UNIT. (MANUF.TO BE SELECTED BY OWNER) AP WALL-MOUNTED ALARM PANEL . tt ✓ �.a LIQ 6� � � THERMOSTAT-HYDRONIC HEATING; $ ,, .. ., ANUF 70 BE SELECTED BY OWNE3� T ® REF.WARM BOARD DRAWING 1. ALL LIGHT FIXTURES ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR(G.C) I. ALL EQUIPMENT,WIRING AND TERMINATIONS ARE NEW - SUPPLIED AND INSTALLED BY U.O.N. CONTRACTOR,UNLESS OTHERWI5E DENOTED ON PLANS T ® THERMOSTAT- A/C HEAT 2. SPEAKERS TO BE FURNISHED AND INSTALLED BY G.G. G.G. TO RUN ALL WIRES - SPEAKERS MUST 2. ALL WALL MOUNTED OUTLETS AND RECEPTACLES TO BE INSTALLED AT W AM(OR MIN. BY THERMOSTAT NOTE5: COORDINATE WITH-- BE FLUSH WITH GWB CEILING AND ALL BRAND LABELS MUST BE REMOVED. CODE),UNLE55 OTHERWI5E NOTED AT ALTERNATE HEIGHT. I.MECHANICAL DRAWING5 4 2.WARMBOARD DRAWINGS 3. REFER TO 5HEET5 A-WeAHN*A�M$Afi5 FOR REFLECTED CEILING PLANS. 3. G.G. TO COORDINATE ALL WALL MOUNTED OUTLETS A7 MILLWORK FIXTURES W1TH MILLWORK SHOP DRAWINGS. TYPE: 4. ALL DIMEN51ON5 ARE TO CENTERLINE OF LIGHT FIXTURES U.O.N. I.RADIANT HEATING 4. CONTRACTOR SHALL TEST AND CERTIFY ALL NETWORK WIRING,CORRECT ANY DEFICIENCIES AND 2. HEATING $ AIR CONDITIONING 5. ALL LIGHTING TO BE UL' RATED. SUBMIT A REPORT TO OWNER AND ARCHITECT. 0 VACUUM WITH POWER AG b. ANY REQUIRED ACCESS PANELS TO BE COORDINATED WITH AnOnMIaM PRIOR TO 5. FOR ADDITIONAL POWER $ LOW VOLTAGE DEVICE LOCATIONS,REFER TO REFLECTED CEILING 1115TALL.ATION. FIXTURE PLAN. VDP OR �_ VACUUM DUST PAN 1. GC 15 RESPONSIBLE FOR COORDINATING ALL CEILING RELATED TRADES. GG SHALL 50MIT A 6. COLORS FOR POWER/DATA RECEPTACLES: COORDINATED LAYOUT SHOP DRAWING INDICATING ALL LIGHTING,DIFFUSER,LIFE SAFETY ® CARBON MONOXIDE DETECTOR ALL EXP05ED EQUIPMENT(5WITCHES PLATES ETC) TO MATCH ADJACENT FLOOR/WALL/ DEVICE AND SECURITY DEVICE LOCATIONS TO 14 6T FOR REVIEW PRIOR TO CONSTRUCTION WATER DETECTOR HOOK UP TO SECURITY CEILING FINISHES. SEE BELOW FOR PLATE SPEC. ® SYSTEM d M.O.V.-PROVIDE AT WASHER/DRYER • ALL RECEPTACLES AT CEILING,WALLS, 4 FLOOR TO MATCH ADJACENT FINISHES. 4 HOT WATER TANK 8. 5EE ELECTRICAL ENGINEERING DRAWING5 FOR MORE POWER RELATED INFORMATION. FOR EQUIPMENT TYPE,LOCATION 4 INTENT ONLY -SEE ENGINEERING DRAWINGS FOR ADDITIONAL INFO. WALL MOUNTED DUPLEX RECEPTACLE 9. ALL DIMENSIONS TO BE COORDINATED IN FIELD. ALL FINISHED CEILING HEIGHT5 SHALL BE AS 0 CONTRACTOR TO NOTIFY ARCHITECT WITH ANY DISCREPANCIES BETWEEN ARCHITECT AND +XX" -'D'NOTED ADJACENT TO OUTLET INDICATES NOTED ABOVE FINISHED FLOOR. 64 SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS THAT ENGINEERING ORAWING5 PRIOR TO PRICING AND EXECUTION OF WORK. DEDICATED RECEPTACLE MOULD PREVENT OR DELAY THE INSTALLATION AS INDICATED. ALL DIMENSIONS MARKED AS 0 COORDINATE WITH APPROVED A.V.,SECURITY SPECIFICATIONS AND SHOP DRAWING. EQUAL (EQ) APPLY ONLY WITHIN A GIVEN ALIGNED 5TRIN6 OF DIMENSIONS UNLE-55 OTHERWISE 0 COORDINATE WITH MILLWORK SHOP DRAWIN65. GFGI [GROUND FAULT CIRCUIT-INTERRUPTER IfIDICATED WP WALL MOUNTED DUPLEX RECEPTACLE WALL PLATE SPECIFICATION : 9+XXll + -'D' NOTED ADJACENT TO OUTLET INDICATES RAW 10. SHOP DINGS SHALL BE SUBMITTED FOR ALL ELECTRICALARARCHITECT FOR RECORD IN ADDITION LUM-Y XX" DEDICATED RECEPTACLE COPY SHALL BE SUBMITTED TO BOTH THE ENGINEER ANDNDARAND HVAC EQUIPMENT. ONE HWU FLM.(ARCHITECTURAL);FIN15H TO BE DETERMINED BY OWNER - 'WP' INDICATES A WATERPROOF RECEPTACLE TO THE COPIES REQUIRED BACK TO THE GG NOTE: G.G. TO PROVIDE LABELS FOR ALL CIRCUITS IN PANEL BOX. XXll WALL MOUNTED NEMA L5-30R POWER 11. MULTIPLE SWITCHE5 OR RECEPTACLES SHALL BE GANGED TOGETHER IN A CUSTOM PLATE A5 + RECEPTACLE REQUIRED. THERM05TAT LOCATION(5) TO BE COORDINATED AND LOCATED IN ALIGNMENT WITH LIGHT SWITGHE5 WHERE APPLICABLE WALL MOUNTED QUAD RECEPTACLE -'D' NOTED ADJACENT TO OUTLET INDICATES 12. ALL HVAC GRILLE5/DIFFU5ER5/RETURNS,SPEAKERS AND LIFE SAFETY DEVICES TO BE + �� DEDICATED RECEPTACLE CENTERED ON LIGHTING LAYOUT(ALONG STRAIGHT) U.O.N. GFGI [GROUND FAULT CIRCUIT-INTERRUPTER 13. ALL WWALL MOUNTED QUAD RECEPTACLE IRING THAT IS EXPOSED,CONGEALED OR LOCATED IN THE PLENUM SHALL BE PROTECTED + �� -'D' NOTED ADJACENT TO OUTLET INDICATES TO MEET APPLICABLE LOCAL,STATE AND FEDERAL ELECTRICAL CODES. LAYOUT FOR DEDICATED RECEPTACLE EXP05ED CONDUIT TO BE APPROVED BY ARCHITECT AND OWNER PRIOR TO CONSTRUCTION WALL MOUNTED 120V QUAD POWER 14. THE GG 15 RESPONSIBLE FOR ALL LIGHT FIXTURE LAMPING,AV,HVAC,AND SHADES UNTIL +XX" RECEPTACLE COMPLETION OF PUNCH LIST. THE GG SHALL THOROUGHLY GLEAN ALL LIGHT FIXTURES PRIOR TO PROJECT COMPLETION ®GLC CEILING MOUNTED DUPLEX RECEPTACLE 15. GG TO COORDINATE WITH SECURITY VENDOR FOR LOCATION,CONNECTION AND WIRING OF ALL DEVICES,ETC. GG TO SUPPLY ALL POWER AND DATA CABLING . ® FLOOR BOX DUPLEX POWER RECEPTACLE INSTALLED FLUSH TO FINISHED FLOOR 16. MOTE: ALL CEILING MOUNTED DEVICES(SPEAKER5,VENTS,SMOKE DETECTORS,ET(..) SHALL BE INSTALLED ON CENTER LINES OF LIGHT FIXTURES. REVIEW LAYOUT WITH ARCHITECT IN FIELD. WALL MOUNTED COAXIAL RECEPTACLE MOUNTED AT 16" AFF.U.O.N. 11. ALL INSTRUCTION MANUALS AND WRITTEN COMPREHENSIBLE INSTRUCTIONS CONCERNING THE OPERATION OF THERM05TAT5, TIMERS,FANS,AND AX UNITS SHALL BE TURNED OVER TO OWNER WALL MOUNTED 51N(7LE JACK TELEPHONE UPON COMPLETION OF PUNCH LIST. CIRCUIT PANELS TO BE LABELED. v+XX" RECEPTACLE 18. CONTRACTOR SHALL INCLUDE ALL TESTING,PROGRAMMING, FINAL CONNECTION REQUIRED TO TIE WALL MOUNTED TELECOM VOICE/DATA ALL REQUIRED DEVICES INTO HOME ALARM SYSTEM. ALL REQUIRED CERTIFICATES OF V+XX" RECEPTACLE MOUNTED AT 18" AFF. U.O.N. INSPECTION SHALL BE PROVIDED UPON COMPLETION OF CONSTRUCTION. 19. GC TO PROVIDE AN AIR BALANCE REPORT FOR ENGINEER'S REVIEW AND APPROVAL PRIOR TO RRA RADIO RA PANEL COMPLETION OF CONSTRUCTION. THE BALANCE REPORT SHALL BE PREPARED BY AN oItIDEFENDENT CONTRACTOR APPROVED BY THE INDEPENDENT AIR BALANCE COUNCIL. --+xx SMART SECURITY CAMERA SPEC TBD BY OWNER U V) U Z F- C7 J ISSUE REVISION EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL&SIGNATURE: DATE: 2017-08-04 ISSUED FOR ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, LIGHTING �� t.1 AK Ap PROJECT 4: c4 DRAWING BOY: SS 44 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS < 1 03.23.18 � PERMIT SET 16 JAY STREET 9820 NASSAU POINT RD. ARCH DRAWING ENGINEER. PWHET ER THERTY OF& E PROJECED BY T FORAN AWH CH THEY ARE SCHEDULE & RCP `� ,� �� CHK.BY: EA � WG.NO.: N EW YO RK, NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED NOTES C UTC H O G U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS r- PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR � ��-L�=s�r � 04 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE -9j. 023468 O� Pr) eakselradnnllVe.COC11 1-1 WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN •FOF r�E�Ny of 04 eakselrad@live.com AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER M F-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- I -------------------- --- --- --- ------ ----,--- ---T----1---- j i I +16' AFF +16'AFF i +16' AFF I I I I I I I I I I I I I I I I I I I I _ i I D I I 24' I I I I I I _ I I t I I I '!' �GRAM STORAGE/MECHANICAL NORTH 004 ' I I I i +IV AFF +IV AFF I I I p I I j ---------- ; MECHANICAL , EQUIPMENT p I I i _ AREA I D I I STORAGE CLOSET MECHANICAL EQUIPMENT i I I I I 005 AREA +1s AFF D D l i. 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SHEET: SEAL&SIGNATURE DATE: 2017-08-04 ARCHITECT / ENGINEER ANAVI RESIDENCE - ° � DRAWING O.: 17044 SS ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, POWER PLAN cn '�a, t�•'• �� \' '�. ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING BY: SS 1 07.24.18 BID LOWER LEVEL �' `� 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- � ';CHK.BY: EA ISSUED FOR 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE bWG.NO.: 2 08.16.18 NEW YORK NY 10013MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED DOB REFILING C UTC H OG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS ` z _.;>a� PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR >' 0 .r?, A-40917.689.0301 t USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN ' eakselrad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF r -- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------, ________-__________-__-__---____-__ i ------------------------------------------------- -----------------------------------------------------------r I I i i HGnwP 1� WP i DE OF DECK FOR BBQ 0 U DERSIDE OF DECK FOR BBQ I db +4YAFF GFl +16' DISP + 4 AFF AFF' � OOOKTOP 208/240 A `'r� +16' AFF j +16' AFF +16' AFF +16'AFF +16'&42'AFF DRYER /240 30A I +16'AFF +16 • AFF WASHER i +16' AFF I l +30' AFF I GR I +ts' AFF i OVEN NEMA 14-30 i +16 AFF S7EAM NEMA 6-20 i WARMING NEMA 5-15 +16-AFF I i COVE DECK -------------------------__------� I Gl18 --1� 42'AFF +42'AFF +16' AFF +16'F1AFF +16'AFF ! 1-141VAFF DUMALPOWER BAR LOWER CABINET +16' AFF +16' AFF +16' AFF +16'AFF - +16' AFF F1i i I REFRI +4YAFF I _____�_ ----------uu- NEMA 5-15 ® l + GFl V----- I i AFF I +16'AFF +16'AFF I i —1 Ll H L LJ I I ICE WINE +16' AFF +16' AFF I � (,� i I +42' AC) -- -------I--------- - i------ —+4 AF - r +2 • V. ADE D i p GFl t +16' AFF +16' AFF +16' AFF +16` AFF I I I I � i I I ---------------------------------------- I _____________________________-__-__-___________-__--__-__-______________-____________--_-__ -_--_-___________-____--__-�J I I I I I D+4r AFF 0I I I ` ! ---------------------------------- i 1 I I ® I I I I i I i I I +16' AFF I I I I 6' AFF I -------------------------------------- I I 1 I 1 I I i I I I I I i I I i I I +16' AFF I I I I D N +16' AFF i I +16'AFF ❑ I � I -------------------------------------- ------------------------------------- +16' --------------------------------------- +16' AFF GFl I +4Y +16' AFF +16' +1 ' AFF +1 AFF +42' GFI/WP GR/WP GFl GFl 24 ABOVE GRADE POOL PUMP AND HEATER POOL PUMP AND HEATER +16' AFF � PO�JER PLAN - FIRST LEVEL ISSUE REVISION EVAN AKSELRAD GENERAL NOTE: SHEET: SEAL&SIGNATURE ' DATE: 2017-08-04 ISSUED FOR ARCHITECT / ENGINEER c PROJECT NO.: 17044 ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, POWER PLAN � ' �. ��` � !AWING BY: SS 07.24.18 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS A �� .�,5 BID 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- 1St FLOOR ISSUED FOR 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE �" AHK.BY: EA NEW YORK, NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED s G. NO.: 08.16.18 C UTC H OG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS DOB REFILING PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE N� 0 3a CA O A-41 eakselrad@live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN ��0�R d y PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF —]i -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- — -------------------------------------------------___------ -----------------------------------------------------------------------------___---__ __ ------____—____—__ ______—_ ______-------------- I I I ! I ! I I I +16'AFF ! I I I I I I it i +42'AFF j +16' AFF D N +16' AFF 42'AFF MIR OR i I I ------------------------------------------------------------- i I I ....................................... I I ! +16'AFF ' 42' 42'AFF j ! i e I I I i i •-------------------- ----------------- ---------------- 00 I i I I j +16' AFF I j ------------------------------------- i ! ! I +16'AFF +16' AFF +16' AFF i i -------------------------------------- i ------------------------------------- +16' AFF E------------------------------------ +161VAFF I +16 AFF +1 diL I ------------------; +16' AFF I I I I I I i +16' AFF +16' AFF +16'AFF I I I I ...o............................... I OI I L..................................... +16' AFF +16' 6' AFF +4Y 1p GFl +16' AFF +16'AFF POWER PLAN - SECOND LEVEL REVISION EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL&SIG�NATU DATE: 2017-08-04UE I .D A&C PROJECT NO. ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, POWER PLAN p„`�� 1�, SS 17044 I:iSUED FOR �� ° RAWING BY: SS 1 07.24.18 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS ' BID 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT ENGINEER. WHETHERDRAWING ARE THE PROPERTY THEHOE PRO WNEDE CT FOR WHICH THEY ARE Y EVAN AKSELRAD— 2nd FLOOR . HK BY: EA 2 08.16.18 ISSUED FOR NEW YORK, NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED s � 6 G.NO.: DOB REFILING C UTC H OG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS S& PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR �' + 4 2 917.689.0301 (t) — USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE % ®23 �' eakselrad@live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN ®� N� OF PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER I 1 I I COORDINATE ALL MECHANICAL AND i POWER REQUIREMENTS & LOCATIONS. SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION. i I i i I , I I L_____________``____`____J I I D j i COORDINATE ALL POWER REQUIREMENTS ,I IN ATTIC WITH MECHANICAL DRAWINGS i i I ------------------------------------------------------------------------------------------------------------- t -------------------------------------------------------------------------------------------------------- 10 POWER -------10POWER PLAN - ATTIC LEVEL SCALE: 1/4"=l'-O" SHEET: SEAL&S�IG�NATlRGENERAL NOTE. DATE: 2017-08-04ISSUE REVISION EVAN AKSELRAD RCS PROJECT NO.: 17044 ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, POWER PLAN h� ISSUED FOR ' �6v. c DRAWING BY: SS ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS C� 1 07.24.18 BIDDRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- ATTIC HK.BY: EA 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ` ISSUED FOR MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED �,` I WG. NO.: 2 08.16.18 NEW YORK, NY 10013 DOB REFILING CUTCHOG U E, AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS NY 11935 PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR 'A ��3�rg A4.3 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE � *�� ,5� WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN eakselrad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF WINDOWS FL. NO. MODEL WIDTH (RO) HEIGHT (RO) GANGED EXTERIOR INTERIOR REMARKS FINISH FINISH 001 CUCA3660E 3'-1" 4'-11-5/8" 3 0 0 LL- 002 CUCA2860E 2'-5" 4'-11-5/8" 2 003 CUCA2860E 2'-5" 4'-11-5/8" 0 � ooa CUCA2860E 2'-5" 4'-11-5/8" 101 CUCA2664E 2'-3" 5-3-5/8" 102 CUCA2664E 2'-3" 5-3-5/8" 103 CUCA2864E 2'-5" 5-3-5/8" 4 104 CUCA2860E 2'-5" 5-3-5/8" los CUCA2664E 2'-3" 5-3-5/8" los CUCA2664E 2'-3" 5-3-5/8" 107 TRANSOM* TO MATCH 1'-6" 2 DOOR WIDTH 1oa TRANSOM* TO MATCH 1'-6„ 2 DOOR WIDTH los CUCA2872ET 2'-5" 5'-11-5/8" 2 0 � 110 CUCA2872ET 2'-5" 5'-11-5/8" 2 cf) 111 CUCA2844E 2'-5" 3'-7-5/8" G_ 112 CUCA2844E 2=7— — — 113 CUCA4032E 3'-5" 2'-7-5/8" 114 CUCA1844 1'-7" 3'-7-5/8" 1s CUCAWN**20E TO MATCH DOOR WIDTH 1'-7-5/8" 2 116 CUCAWN**20E TO MATCH DOOR WIDTH 1'-7-5/8" 2 117 CUCA3672ET 3'-1" 5-11-5/8" 4 117 CUCAWN3620 3'-1" 1'-7-5/8" 4 11a CUCA3660E 3'-1" 4'-11-5/8" 3 11a CUCAWN3620 3'-1" 1'-7-5/8" 3 119 CUCA2860E 2'-5" 5-3-5/8" 2 Fs CUCA3660E 3'-1" 4'-11-5/8" 201 CUCA3264E 2'-9" 5-3-5/8" 202 CUCA3264E 2'-9" 5-3-5/8" 203 CUCA3648E 3'-1" 3'-11-5/8" 2oa CUCA2048E 1'-9" 3'-11-5/8" 205 CUCA2448 2'-1" 3'-11-5/8" los CUCA2060E 1'-9" 4'-11-5/8" 0 0 207 CUCA2060E 1'-9" 4'-11-5/8" 0 2oa CUCA3260E 2'-9" 4'-11-5/8" U � 209 CUCA2872ET 2'-5" 5-11-5/8" 210 CUCA3672ET 3'-1" 5'-11-5/8" 4 211 CUCA3660E 3'-1" 4'-11-5/8" 3 212 CUCA2856E 2'-5" 4'-7-5/8" 213 CUCA2656E 2'-3" 4'-7-5/8" 214 CUCA3060E 2'-7" 4'-11-5/8" 215 CUCA3064E 2'-7" 5-3-5/8" NOTE 1. ALL WINDOWS TO BE MANUFACTURED BY MARVIN CLAD ULTIMATE CASEMENT. 2 SEE MANUFACTURERS REQUIREMENTS FOR STIFFENING ELEMENTS BETWEEN GANGED WINDOWS. 3. SEE ELEVATIONS FOR DESIGN INTENT AND SILL AND HEAD HEIGHTS OF ROUGH OPENINGS. 4. ALL GLASS TO BE INSULATED LOW-E GLASS 5. ALL GLASS TO CONFORM WITH IRC 2015, SECTION R609 6. WINDOW MODELS OR DIMENSIONS NOTED WITH AN ASTERISK (') INDICATE A CUSTOM WINDOW EVAN A K S E L R A D GENERAL NOTE. SHEET: SEAL&SIGNATURE: DATE: 2017-08-04 ISSUE REVISION . r D AR PROJECT NO.: 17044 ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, WINDOW , PI«r C � 1 07.24.18 ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS RAWING BY: SS ,� ``< ��a Sv{ BID 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- SCHEDULE <v, 'I ® HK.BY: EA 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ' DWG.NO.: ISSUED FOR MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED 2 08.16.18 NEW YORK, NY 10013 CUTCHOGU E NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS +� DOB REFILING _ ��. ' PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR - � •"-`�1i��=--"tir`� � 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE �}, ®23 � ' AA-52 WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN eakselrad@Iive.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER ®Feakseirad@live.com OF FINISH SCHEDULE - . KEY TAG MATERIAL DESCRIPTION FINISH/SIZE SOURCE CONTACT SUPPLIED BY INSTALLED BY NOTES - - 4" HIGH;FIN15H TO BE SELECTED BY B-I WCOD BASE OWNER TBD TBD TBD G.G. B-2 STONE �R TILE BASE OWNER ER 4 HIGH; FINISH TO SELECTED BY TBD TBD TBD (5.6. GONG - I FIN15HED CONCRETE FINISH TO BE SELECTED BY OWNER TBD TBD TBD G.G. GONG - 2 FIN15HED CONCRETE- PAINTED FINISH TO BE SELECTED BY OWNER TBD TBD TBD 6.G. HWD-I HARDWOOD FLOORING WIDE BOARD CLEAR MAPLE TBD TBD TBD G.G. HWD-2 HARDWOOD FLOORING FIN15H TO BE SELECTED BY OWNER TBD TBD TBD G.G. HWD-3 HARDWOOD FLOORING FIN15H TO BE SELECTED BY OWNER TBD TBD TBD G.G. P-I WALL /.'.EILIN6 PAINT FIN15H TO BE SELECTED BY OWNER TBD TBD TBD G.G. P-2 WALL /CEILING PAINT FIN15H TO BE SELECTED BY OWNER TBD TBD TBD G.G. T P-3 WALL /CEILING PAINT FIN15H TO BE SELECTED BY OWNER TBD TBD TBD G.G. EXTERIOR 51DING 4 EXPOSURE CEDAR SHINGLES;FINISH TO MAIBEC TBD TBD G.G. BE SELECTED BY OWNER SIZE & FIN15H TO BE SELECTED BY - 55M-I STANDING SEAM METAL ROOFING TBD TBD TBD G.G. 5TANDIN5 SEAM ROOF SHALL BE ON HI-TEMP BLUESKIN UNDERLAYMENT OWNER 51ZE B FIN15H TO BE SELECTED BY TILE - PORCELAIN LARGE FORMAT OWNER i T-I TBD TBD TBD G.G. T_2 51ZE & FIN15H TO BE SELECTED BY TILE - CERAMIC TILE OWNER TBD TBD TBD 6.C. T-351ZE FIN15H TO BE SELECTED BY TILE- MOSAIC TBD TBD TBD G.G. -------------- OWNER BASE MOLDING PAINT M-2 DOOR/ WIN70W TRIM PAINT i DOOR PAINT WINDOW PAINT PRE-PAINTED BY MARVIN r- h%TEI21AL5 t 1 INIJdM NOIW ., I. ALL MATERIALS TO COMPLY WITH CLA55 'B' FIRE / FLAME SPREAD REQUIREMENTS FOR INTERIOR FIN15HE5. REFER TO 'FIRE PROTECTION REPORT' FOR FURTHER INFORMATION. 2, ALL MATERIALS, FINISHES, ADHESIVES AND SUBSTRATES TO CONTAIN LOW VOG5 (VOLATILE ORGANIC COMPOUNDS) WITH MINIMAL AMOUNTS OR FORMALDEHYDE, ALDEHYDES, 4-PHENYLGYLOHEXENE,STYRENE, ETC. AS PER THE ENVIRONMENTAL PROTECTION AGENCY, GREEN GUARD ENVIRONMENTAL INSTITUTE AND STATE RE6ULATION5. 3. ALL GYP. BOARD WALL AND CEILING SURFACES SHALL BE LEVEL 5 FIN15H TO PROVIDE A LEVEL AND PLUMB SURFACE FOR 5UB5EGUENT WALL FIN15HE5. 4. G.G. TO PROTECT ALL FINISHES UPON THEIR COMPLETION TO PREVENT DAMAGE BY 5UB5EOUENT TRADES. 5. ARCHITECT TO CONFIRM ALL JOINT AND FABRIC SEAM LOCATIONS. 0 w J 0 W U S cn Z L� ISSUE REVISION EVAN AKSELRAD GENERAL NOTE: SHEET: SEALSIGNATURE: DATE: 2017-08-04 Q ISSUED FOR ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS,PLANS, IDEAS, CALCULATIONS, DETAILS, , (GRE®-ARL, PROJECT NO,: 17044 1 03.23.18 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS FINISH SCHEDULE p�5, AKSF� �j. DRAWING BY: SS PERMIT SET 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- �,'� n CHK.BY: EA 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE NEW YORK, NY 10013MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED DWG.NO.: C UTC H OG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS N _ PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR A==54 917.689.0301 /t USED BY ANY PERSON FIRM OR CORPORATION FOR ANY USE O P RP 8 � \ � R PURPOSE '9�. 2346 yp eakseirad@live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN ccoF NES M PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF ELEVATION NOTES ASPHALT SHINGLE ROOF: PROVIDE CONTINUOUS FLASHING AND CRICKETS AS REQUIRED AT ALL ROOF/BUILDING JUNCTIONS, HIPS, VALLEYS; CHIMNEYS. PROVIDE CONTINUOUS ICE AND WATER SHIELD 'BLUESKIN HIGH TEMP' UNDERLAYMENT OVER ENTIRE ROOF SURFACE. (COLOR TO BE SELECTED BY OWNER) COORDINATE LOWER ROOF PITCH "NDOW SILLS AS NECESSARY TO PROVIDE ADEQUATE FLASHING. CEDAR CLAD CHIMNEY TO PROVIDE EXTERIOR ACCESS FROM: FIREPLACE FLUE, PLUMBING VENTS, EXHAUST FROM HOT WATER HEATER AND BOILER, STALE AIR FROM WHOLE HOUSE VENTILA11ON SYSTEM, RANGE HOOD. CEDAR SHINGLE SIDING THROUGHOUT WITH 4' EXPOSURE TYPICAL ON TYVEK WHOLE HOUSE WRAP. PROVIDE 6' MINIMUM CLEARANCE FROM GRADE. SHINGLES TO WRAP AND OVERLAP AS REQUIRED AT ALL CORNERS. (COLOR TO BE SELECTED BY OWNER) WINDOW AND DOOR TRIM TO BE VERSATEC (COLOR TO BE SELECTED BY OWNER). TRIM WIDTH 6' ON FRONT ELEVATION. 4' ON OTHER ELEVATIONS. SOFFIT AND FASCIA TRIM TO BE VERSATEC (COLOR TO BE SELECTED BY OWNER). SOFFIT FASCIA TRIM HEIGHT 6'. UNDERSIDE OF SOFFIT TO BE T&G CEDAR PLANK 3' WIDE. ELEVATIONS SHOWN ARE DATUM ELEVATIONS; SEE SITE PLAN AND CONSTRUCTION PLANS FOR ADDITIONAL ELEVATION INFORMATION. SEE WINDOW SCHEDULE & FINISH SCHEDULE FOR ADDITIONAL INFORMATION Ui o = Lj o x r` w ~ I w LJ] Li = e = 203 204 205 x 206 207 p x NcnN � H x C� e � Ox Tl . . . . . . . o 00 w x o e co 101 102 103 Cv N 109 110 N o= M N I I I I I I 1 I I I I 1 1 1 I 1 I 1 I I I 1 EXTERIOR ELEVATION - EAST \/ EVAN AKSELRAD GENE RAL NOTE: SHEET: SEAL&SIGNATOR ' DATE: 2017-08-04 SSUE REISION Ve®ARC PRO T NO.: 17044 ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, EXTERIOR ISSUED FOR '' �° ,RA G BY: SS 1 07.24.18 BID 16 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS ELEVATIONS JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- � �� `�' Y: EA ISSUE[) FOR 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED EAST I; G.No.: 2 08.16.1 s NEW YORK, NY 10013 CUTCHOGU E NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS DOB REFILING 2_ PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR ®2N� � k34 � A-60 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE j 6b �O WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN ®� eakselrad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF LJ 104 EXTERIOR ELEVATION - SOUTH AT FRONT PORCH SCALE: 1/4"44 12 6 NOTES FOR GENERAL ELEVATION NOTES SEE A-60 EAST ELEVATION PROVIDE WATERPROOF "FLAT" PITCHED ROOF UNDER WOOD DECKING ON EXTERIOR UPPER LEVEL DECK. PITCH ROOF AWAY FROM HOUSE. ELEVATION OF DECK UNDERSIDE CEILING TO MATCH MAIN LEVEL CEILING. STEP DOWN REQUIRED FROM SECOND FLOOR ELEVATON TO DECK ELEVATION. IPE WOOD SURFACED FLOORING ON = DECK (TYP). PROVIDE CONTINUOUS 42" ~ = w HIGH CABLE RAIL AT UPPER AND LOWER -N = o 0 DECK. I o I w Q _ w 12 Np J 212 213 � i o J 215 N V) 107 108 PROVIDE WATERPROOF "FLAT" PITCHED ROOF UNDER WOOD CEDAR SHAKE SHINGLES 4" EXPOSURE TYP = _ o (D - WOOD DECKING ON EXTERIOR MAIN LEVEL DECK. PITCH ( ) o - ROOF AWAY FROM HOUSE. ELEVATION OF DECK TO _ w w o '� o O p r7 w r7 MATCH MAIN FLOOR ELEVATION. I o _ Q wCD I o 00 w w o m Q w _ = I J 3 m (2� —lcv = O SIN W I = cn w o f 119 o0 0 = 105 106 w Q w N (rl I J 2 � = Q Q N j L¢ U F m = J Q m OVERHEAD GARAGE DOORS (2) UPPER TRANSOM TO MATCH GARAGE DOOR WIDTH HEAD HEIGHTS TO MATCH HOUSE WINDOW HEAD HEIGHTS i ! I i EXTERIOR ALUMINUM STAIR STRINGERS AND TREAD e SUPPORT PLATES. WOOD TREADS TO MATCH DECK FLOORING. CABLE RAIL AND SUPPORTS TO MATCH DECK RAILING. I � OUTLINE OF CONCRETE POOL EQUIPMENT PIT. EXTEND FOOTINGS DOWN TO MATCH BOTTOM OF HOUSE FOUNDATIONS. LINE BOTTOM OF PIT WITH MINIMUM 6" CRUSHED STONE ON 6" RIGID INSULATION ON GRADE TO PROTECT HOUSE AND PIT FOUNDATION FROM FROST HEAVE. TOP OF PIT TO EXTEND MINIMUM 6" ABOVE HIGI-EST GRADE AROUND PIT. � EXTERIOR ELEVATION - SOUTH SCALE: 1/4"=1'-0" EVAN AKSELRAD S E L R A D GENE RAL NOTE:" SHEET: SEAL&SIGNATUR DATE: 2017-08-04 ISSUE REVISION PR . ISSUED FOR ARCHITECT / ENGINEER ANAVI RESIDENCE EXTERIOR AVNG O.. 17044 ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, `� A �� '��j. 1 07.24.18 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS C? `gyp, �__ RA NG BY: SS BID DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- ELEVATIONS — l2 `' '�. Y: EA ISSUED FOR 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE 2 08.16.18 NEW YORK NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED SOUTH NO.: DOB REFILING CUTCHOG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS a f- PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR � 023oA 3 6 1 917.689.0301 (t) — USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE '9�, 46Z i y0 WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN OF eakselrad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF SUNSCREEN OPEN-AIR DECK WITH 208 209 42" HIGH CABLE RAIL J AT SECOND LEVEL CIN w O N 2 I� Q W L=j S "j � J = j� OJ 211 214 115 116 117 18 SUNSCREEN I N Q ; WOOD CEDAR SHAKE SHINGLES 4" EXPOSURE = I Q = o w -IN w = _ N 2 (J") O O O I� Qfill _ -IN O __j -� N N `� 118 120 N • 117 I I I CD SIN w cn LLJ L=i 004 n C3 J 003 002 001 iv N I I I I EXTERIOR ELEVATION - WEST SCALE: 1/4'=l'-O' GENE RAL N OTE. SHEET: SEAL&SIGNA DATE: 2017-08-04 ISSUE REVISION AKSELRAD �,�� A�� ARCHITECT / ENGINEER A N AV I RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, EXTERIOR �� PROJECT NO.: 17044 ISSUED FOR 1 07.24.18 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS r <a`C'�1�`'Sv ��a DRAWING BY: SS BID DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- ELEVATIONS - hK.BY: EA 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ISSUED FOR MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED WEST DOES REFILING WG.NO.: 2 08.16.18 NEW YORK, NY 10013 CUTCHOGU E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS cP A-62 PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR �®Z3�r`c'� 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE 4 CSF N - WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN eakselrad@Iive.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF i i I • I I = w I N a 113 J 09 10 o r----------- - � I I I i I I i I I I I I I I ( i I ( I EXTERIOR ELEVATION - NORTH SCALE: 1/4"44 EVAN AKSELRAD S E L R A D GENE RAL NOTE. SHEET: SEAL&SIGNATURE• DATE: 2017-08-04 ISSUE REVISION � ��®Fl�C PROJECT NO.: 17044 ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, EXTERIOR '�' ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS a �� AS`�c �� AWING BY: SS 1 07.24.18 � � ��`f ' ` � BID 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- ELEVATIONS - ^� CHK.BY: EA 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE DWG.NO.: ISSUED FOR CUTCHOGU E, NY 11935 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED NORTH _ 2 08.1x.18 NEW YORK NY 10013 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS D013 REFILING c.� PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR p b 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE � A-63 _ eakselrad@live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN OF PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER I i ASPHALT SHINGLE ROOF WITH HI—TEMP— BLUESKIN M THICK PLYWOOD NON 2X12WOOD JOISTS 3/4" T&G PLYWOOD EL.60 GLUED AND NAILED —8-1 4 ---- ------------------------------------------------------------------------------------ ATTIC T.O.PLYWD. TO FLOOR JOISTS (TYP) ATTIC T.O.PLYWD. 1-------2 -- — EL.60'-8-1 %T444 W12 ----------- ------------------- ---- ATTIC ------ T.O.PLYWD. fm SS SUN SCREEN FIN TJI JOISTS -------------------------------------------------------------- TOPOFROOFBEYONDI ------------------------------------------------------------------- 1----- --------------- --------------- -------------------- 3/4" IPE DECKING ON SLOPED "FLAT" ROOF 3/4" T&G PLYWOOD GLUED AND NAILED TO FLOOR JOISTS (TYP) I I 3/4" FINISHED FLOOR ON i 3/4" T&G PLYWOOD GLUED AND NAILED TO FLOOR JOISTS (TYP), EL.50'—7" STEEL W12 2nd FL T.O.FIN.FLR. - EL.50'-7" I ' --------------------------------------------- '--------------------------------- EL.50 —7" -------------------- ----- ------ 2nd FLOOR T.O.FIN.FLR. 1 2nd FL T.O.FIN.FLR. SS SUN SCREEN FIN I + ++ ++ + I I � I O i 3/4" T&G CEDAR PLANK CEILING I I SHADE AND HOUSING HUNTER DOUGLAS MOTORIZED SHADE I 3/4" IPE DECKING ( 5/8" GYP. BOARD ON SLOPED 'FLAT' ROOF DROPPED CEILING I I 3/4" T&G PLYWOOD i GLUED AND NAILED TO FLOOR JOISTS (TYP) I 3/4' FINISHED FLOOR ON 3/4" T&G PLYWOOD GLUED AND NAILED TO FLOOR JOISTS (TYP) STEEL W12 I I ---- EL.38'—'10" EL.38'—10 I ------------------------ -- - MAIN FL T.O.FIN.FLR. - EL.38'-10" I MAIN FL T.O.FIN.FLR. ------ MAIN FLOOR T.O.FIN.FLR. SS SUN SCREEN FIN— I ----- O I I I I I I i 3/4" T&G CEDAR PLANK CEILING I I I I I i I I I I PORCELAIN TILE FLOOR ON ' MUDSET ON CONCRETE SLAB 2X P.T. SILL PLATE 1/2" DIA.TACH WITH ANCHORS CONTINUOUS METAL TERMITE SHIELD TYPICAL AT ALL SILL PLATES 2" RIGID INSULATION ! ON CONCRETE I CONTINUOUS AROUND PERIMETER I COMPACT ALL BACKFILL TO EXTEND VERTICALLY MINIMUM 24" ' I I 95% DENSITY EL.28'—7" ___________________ _______ ----- LOWER LEVEL T.O.SLAB I---�-- ---------------------------------------------------------------------------------- - - EL.28'-1 " GARDEN LEVEL T.O.GRADE _J CONTINUOUS STRIP FOOTING ' I ' 4" DIAMETER CONTINUOUS BOTTOM OF FOOTING PERFORATED DRAIN PIPE MINIMUM 3'-6"BELOW GRADE" , EL.24'-7" ------------------------ ----------------- ------ I BOTT. OF FOOTING I , ----------------------------------------- ---------- - - ----------------------------------------------------------------------- 3 DECK - WEST WALL WALL SECTION - WEST WALL 1 WALL SECT ON - WEST WAEL ISSUE REVISION EVAN AKSELRAD GENERAL NOTE: SHEET: SEAL&SIGNATURE: DATE: 2017-08-04 ANAVI RESIDENCE SPECIFICATIONS, PLANS, IDEAS,CALCULATIONS, DETAILS, TYPICAL EDA"?e PROJECT NO.: 17044 ISSUED FOR ARCHITECT / ENGINEERALL DRAWINGS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS �� ,A ASK.,® ��J\ RAWING BY: SS 1 07.24.18 BID DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- WALL 16 JAY STREET Z BY: EA ISSUED FOR 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ' MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED SECTIONS .NO.: 2 08.16.18 DOB REFILING NEW YORK, NY 10013 CUTCHOGU E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS y_c, PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR �`L•' 'r 917.689.0301 (t) — USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE �a�'�.� A O Lr r� � eakselrad@live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF ------------------------------- ------ ------------ ------------------- ---------------------------------------------------- ------ I I -------------------------- --- ------ --------------- ----------------------- I I I I I I -------------------------------------------------- --------------------------------------- ----------- -------------------------- --- ------------------------------------------------ --------------------------------------- --------------- ------------ -------------------------- --- ------------------------------------------------ ----------- I I I I I I -------------------------- -------------------------------------------------------- -------------- 3 WALL SECTION - NORTH WALL 2 WALL SECTIOf�J - NORTH WALL WALL SECTION - NORTH WALL SCALE: 1/2"=l'—O" SCALE: 1/2"=1'-0" SCALE: 1/2"=l'—O" ISSUE REVISION EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL&SIGNA7URg{�� y ��- C,�,� DATE: 2017-08-04 ARCHITECT / ENGINEER ANAVI RESIDENCE �� °PROJ TNO.: 17044 ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, TYPICAL � � �� ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS e ;,•, A I G BY: SS 1 07.24.18 BID DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE WALL I HK. EA ISSUED FOR SECTIONS ° �I°.: 2 08.16.18 NEW YORK NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED DEVELOPED CUTCHOGU E NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS DOB REFILING PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR �� p6 y . 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE � ��,� �,,� A �� 91 eakselrad@live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF --------------------------------------------------- ------------------------------------ ------ -------- ----------------------------------------------------------------------- ------------------------------------ ------ I I I I I 1 1 I I I 1 I . 1 I I 1 I 1 I 1 I I I I ----------------------------------------------- -- --------------- ---------------------------- -------- -------------------------------------------------------------------- -- --------------- ---------------------------- --- F.t.. ht I , I ( I _ I I 1 I 1 I 1 I I 1 1 I I 1 I I I I I 1 I I I 1 I I I 1 I I I I I I 1 I --------------------------------------------- - - --------- ------------------------------------ -- -------- ---------------------------------------------------------------- - -- --------- ------------------------------------ -- ul. ----------------------------------------- -----3-7------ --------------------------- --------------- --------- ------------------------------------------------------------- ------------------------------------------------------ -------------------------------------------------------------------------- ---- -------- ------------------------------------------------------------------------------------------------------------------ ---- --- WALL SECTION - EAST WALL 1 WALL SECTION - EAST WALL ISSUE REVISION EVAN A KS E L RA D GENERAL NOTE: SHEET: SEAL&SIGNS A� DATE: 2017-08-04 TYPICAL \�� e � c�i�t�` PROJECT NO.: 17044 �, ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, �� D AWING BY: SS 1 07.24.18 IS`SUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS �, BIC) DRAWING ARE THE PROPERTY OF& OWNED BY EVAN AKSELRAD- WALL ! K.BY: EA 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE �_ -� ISE UED FOR MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED SECTIONS h �� wG.NO.: 2 08.16.18 NEW YORK, NY 10013 CUTCHOGU E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS DOB REFILING PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR �f. 02344,- ' A-92 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE OF Nt l - WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN eakseirad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT—ENGINEER OF I 11 II I I I I Y Y Y Y Y Y Y A A A A A A A --------------------------------------------------------------------------------- --------------------------- ---------------------------------------------- I I --------------- --------------- I I I I I I I I I I I I I I I I I I I • I I I I I I I i I I I I ' I I • I I I I I EL.38'-10" ______ MAIN FLOOR T.O.FIN.FLR. I EL.37'-7-1 8" _ ___ ------ T.O. CONCRETE FDN. WALL I I EL.37'-0" T.O. GARAGE SLAB ------- ------------ ---- - ------------------------------------------------------- EL.36'-8" , ----------------- MOTOR COURT - - -------------------------------------------------------- -------------------- --------------------------- I I I I I I i I I I I I I I I I I I I I I I I I I I I I ------------------------------------------------------------------L---------L--------------------1----------1-------------------------------------------------- I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ------------------------------------------------------------------1----------L---------------- ----J---------- -------------------------------------------------- WALL SECTION - AT GARAGE LINK _ WALL SECTION - AT GARAGE LINK ----------------------------------------------------- --1 - ---------------------------------------------- GENERAL NOTE. SHEET: SEAL&SIGNATURE 2017-08-04EVAN AKSELRAD &CISSUE REVISION PROJECT NO.: 17044 ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, WALL � �, s, DRAWING BY: SS ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS �' 1 07.24.18 BID DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD— SECTIONS 4 i,' �� 1 ` H Y: EA 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT—ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ISSUED FOR �bw� No.: 2 08.16.18 NEW YORK, NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED DOB REFILING E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR �� A 9 3 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE ®� �� WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN eakseirad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF WNW GENERAL OPERATIONS. 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE PROJECT FRAMING LUMBER SPECIFICATIONS, INCLUDING THE FOLLOWING GOVERNING STANDARDS: 1. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND A. THE N.Y.S. BUILDING CODE AND REGULATIONS OF ALL OTHER SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A AGENCIES HAVING JURISDICTION. RECOGNIZED GRADING AGENCY AND SHALL BE SURFACED DRY. B. A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. DIMENSION LUMBER C. ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) FLOOR JOISTS: DOUGLAS FIR - LARCH NO. 1 Fb= 1200 PSI, E=1,700,000 PSI. D. THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN STUDS: DOUGLAS FIR - LARCH STUD GRADE Fc=825 PSI, E=1,400,000 PSI WELDING SOCIETY (AWS D1.1). DIMENSION LUMBER TIMBER POSTS: DOUGLAS FIR Fc=1000 PSI, E= 1,600,000 PSI. E. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION LATEST EDITION. MANUFACTURED WOOD PRODUCTS 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE PLYWOOD WEB JOISTS, PSL, MICRO LAMS AND LSL LUMBER BEAMS AND STUDS AND SAFE ALL FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT POSTS MANUFACTURED BY THE TRUS JOIST CORPORATION CONDITIONS REQUIRE. 2. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, EXCAVATION FIRESTOPPING, ETC. SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL 1. FOOTINGS SHALL BE EXCAVATED TO THE NEAT LINES OF THE FOOTINGS. DESIGN SPECIFICATION, AND THE TIMBER CONSTRUCTION MANUAL. 2. BOTTOMS OF FOOTINGS SHALL BE LEVEL OR STEPPED WHERE SO INDICATED, 3. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLAM, GLULAM, OR STEEL, AND E XCAVATED TO ELEVATIONS SHOWN ON THE DRAWINGS OR, IF SET THESE GIRDERS 1/4" CLEAR BELOW THE TOP OF FRAMING LUMBER TO AUTHORIZED, TO OTHER ELEVATIONS WHERE PROPER BEARING EXISTS. ALLOW FOR SHRINKAGE. ALL MANUFACTURED WOOD PRODUCTS TO BE SET FLUSH. 3. THE CONTRACTOR IS REQUIRED TO SAFELY SUPPORT AND MAINTAIN ADJACENT 4. STUD BEARING WALLS ARE TO BE 2x4 @ 16" o.c. AT THE INTERIOR AND 2X6 @ 16" AND ABUTTING PROPERTY AND STRUCTURES DURING EXCAVATION PROCEDURES. o.c. AT THE EXTERIOR. 4. THE CONTRACTOR SHALL PROTECT ALL SURFACE AND SUBSURFACE UTILITIES. 5. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW; WHERE 5. THE CONTRACTOR SHALL INSTALL SHORING AS PROJECT CONDITIONS REQUIRE REQUIRED INSTALL ADDITIONAL STUDS. TO MAINTAIN THE EXCAVATION AND THE BANKS IN A SAFE AND STABLE 6. USE DOUBLE STUDS AT ENDS OF WALLS AND ENDS OF WALL OPENINGS. CONDITION. SHEET PILING, BRACING AND SHORING SHALL BE EITHER OF SOUND 7. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS TIMBER OR STRUCTURAL STEEL SHAPES AND SHALL BE OF SUFFICIENT ARE NOT DESIGNATED. DIMENSIONS TO SUPPORT THE WORK. 8. 1 LAP ALL PLATES AT CORNERS AND AT INTERSECTIONS OF PARTITIONS. 6. AT ALL TIMES DURING EXCAVATION FOR AND CONSTRUCTION OF THE INTERIORS WALLS: (2) 2X10 EXTERIOR WALLS: (3) 2X10 FOUNDATION ITEMS, THE EXCAVATION SHALL BE KEPT REASONABLY DRY BY 10. UNLESS OTHERWISE NOTED, AT THE ENDS OF ALL BEAMS, HEADERS AND MEANS OF PUMPING WITH CARE BEING TAKEN NOT TO DISTURB THE GIRDERS, PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL SURROUNDING SOIL. TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" AT INTERIOR WALLS AND 6" AT EXTERIOR WALLS. FOUNDATIONS 11. BRIDGING FOR SPANS UP TO 14', PROVIDE 1 ROW. FOR SPANS OVER 14', PROVIDE 1. BUILDING FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OR ROCK OF 2 ROWS. MINIMUM BEARING CAPACITY: 4,000 PSF. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO POURING CONCRETE. SHOULD PLYWOOD CONDITIONS VARY FROM THOSE ASSUMED, THE ARCHITECT SHALL BE NOTIFIED 1. PLYWOOD SHEATHING SHALL BE GRADE STAMPED FOR THE SPECIFIED SPAN, BEFORE CONTINUATION OF WORK. SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE OF THE FOLLOWING 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THICKNESS: THESE WALLS ARE IN PLACE. FLOORS: 3/4". WARMBOARD: 1-1/8" ROOFS: 3/4" WALLS: 3. ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL. ADJUST BOTTOM OF 1/2" FOOTING ELEVATION AS REQUIRED. INDEX STAMP SHALL BE VISIBLE ON ALL SHEETS. 4. PROVIDE 3 LEAN CONCRETE MUD SEAL IN BOTTOM OF FOOTING EXCAVATION 2. ALL PLYWOOD SHALL BE GLUE-NAILED TO THE FLOOR JOISTS USING APA WHEN FOOTING IS NOT IMMEDIATELY PLACED AFTER EXCAVATION IS APPROVED. APPROVED ELASTOMERIC CONSTRUCTION ADHESIVE SUCH AS B.F. GOODRICH 5. ALL EXTERIORS FOOTINGS SHALL BE PLACED AT A MINIMUM OF 4'-0" BELOW FINAL PL400 OR AN APPROVED EQUAL. GRADE, CONTRACTOR TO VERIFY FROST LINE WITH LOCAL BUILDING DEPARTMENT OFFICIALS. TIMBER CONNECTORS 6. PIERS AND FOOTINGS SHALL BE CENTERED ABOUT CENTERLINES OF PIER, 1. JOIST HANGERS AND FRAMING ANCHORS SHALL BE A MINIMUM OF 18 GAUGE COLUMN, OR WALL UNLESS OTHERWISE NOTED. GALVANIZED STEEL AS MANUFACTURED BY SIMPSON. SPECIAL NAILS AS SUPPLIED BY THE MANUFACTURER SHALL BE USED FOR REQUIRED NAILING, ' CONCRETE AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS. 1. ALL CONCRETE SHALL BE F'C = 4000 PSI (ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS), MADE WITH NORMAL WEIGHT (STONE) AGGREGATE. 2. MAXIMUM CONCRETE SLUMP SHALL BE 4". 3. ALL GROUT SHALL BE NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. TIES AND STIRRUPS MAY BE GRADE 40. 5. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185 WITH A MINIMUM ULTIMATE TENSILE STRENGTH OF 70000 PSI. 6. PROVIDE MINIMUM TEMPERATURE REINFORCEMENT, AS REQUIRED BY ACI 318, IN ALL SLABS AND WALLS WHERE NO REINFORCEMENT IS INDICATED ON DRAWINGS. 7. REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER: FOOTINGS: 3" WALLS: 2" 8. REQUIRED ADMIXTURES TO BE MANUFACTURED BY THE SIKA CORPORATION, NJ TELEPHONE (201) 933-8800. CONCRETE ANCHORS 1. CONCRETE ANCHORS TO BE HILTI HVA ADHESIVE ANCHORS AS MANUFACTURED BY HILTI FASTENING SYSTEMS, AND INSTALLED AS PER THE MANUFACTURERS INSTRUCTIONS. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL BE ASTM A572 GRADE 50 AS NOTED. 2. BOLTED CONNECTIONS OF BEAMS OR GIRDERS ARE TO BE MADE WITH A325-F BOLTS (3/4" DIA. MIN.) INSTALLED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS". 3. ANCHOR BOLTS SHALL BE OF A36 OR A307 STEEL. 4. STEEL CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS DESIGNED TO RESIST ONE HALF (1/2) OF THE TABULATED UNIFORM LOAD CAPACITY OF THE BEAM FOR THE RESPECTIVE SPAN. 5. WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. WELDING ELECTRODES SHALL CONFORM TO LATEST AWS SPECIFICATION FOR E70XX. 6. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY. 7. "MC" ON PLANS INDICATES A MOMENT CONNECTION WHICH SHALL DEVELOP THE FULL MOMENT AND SHEAR CAPACITY OF THE MEMBER. 8. CUTS, HOLES, COPES, ETC., REQUIRED FOR THE WORK OF OTHER TRADES SHALL BE SHOWN ON SHOP DRAWINGS AND MADE IN THE SHOP. FIELD CUTTING OR BURNING OF HOLES WILL NOT BE PERMITTED. 9. SHOP PAINT ALL STEEL WITH ONE COAT OF TNEMEC NO.99. FIELD PAINT AS PER ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. DO NOT PAINT: PORTIONS OF MEMBERS EMBEDDED IN CONCRETE OR MORTAR, CONTACT AREAS TO BE WELDED OR WITHIN 2" OF FIELD WELDS. CONTACT MILLED SURFACES UNDER WASHERS OF FRICTION TYPE OR HIGH STRENGTH BOLTS AFTER ERECTION, TOUCH UP, WITH THE SAME SHOP PAINT, ALL DAMAGED AREAS IN THE SHOP COAT. 10, WHERE DIMENSIONS ARE NOT INDICATED, BEAMS SHALL BE EQUALLY SPACED. 11. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. SHOP DRAWINGS ARE PREPARED AND USED BY THE CONTRACTOR AS INSTRUMENTS TO SEQUENCE HIS WORK AND TO FACILITATE FABRICATION AND ERECTION. REVIEW OF SHOP DRAWINGS SHALL BE FOR GENERAL DETAIL AND ARRANGEMENT ONLY. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR DIMENSIONS, PROPER FIT AND DETAILED DESIGN OF CONNECTIONS. THEIR APPROVAL BY THE STRUCTURAL ENGINEER IS NOT TO BE CONSTRUED AS A WAIVER OF CONSTRUCTION CONTRACT REQUIREMENTS OR RESPONSIBILITIES, UNLESS THE CONTRACTOR HAS REQUESTED A DEVIATION IN WRITING. 12. DURING ERECTION, APPROVED TEMPORARY BRACING SHALL BE INSTALLED AS SYMBOL DESCRIPTION REQUIRED TO PREVENT DISTORTION OR DAMAGE TO THE FRAMEWORK DUE TO ERECTION FORCES. 13. STEEL ERECTOR SHALL PROVIDE A FIRE WATCH DURING ALL FIELD WELDING NEW CONCRETE WALL - SEE PARTITION TYPES NEW STUD WALL - SEE PARTITION TYPES GENERAL NOTE: SHEET: SEAL&SIGNATURE: DATE: 2017-08-04ISSUE REVISION EVAN AKSELRAD " '''' *' PROJECT NO.: 17044 ARCHITECT / ENGINEERANAVIALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, STRUCTURAL CTU RAL �" � , ISSUED FOR RESIDENCE ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS _k+ .At'W "' l ' DRAWING BY: SS 1 07.24.18 BID DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- NOTES CHK.BY: EA 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ISSUED FOR MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED a DWG.NO.: 2 08.16.18 NEW YORK, NY 10013 CUTCHOG U E NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS DOES REFILING PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR s O 917.689.0301 t USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN OF eakselrad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER ``+� '' 1 2 3 . 1 A-91 � A-91 A-91 20'-32 21 -14„ 27'-8" 11'-8" 33'-62„ TOP OF CONC. BOTT. OF BOTT. OF FOOTING 16.2K 2 „ FOOTING EL. 26'-7" I - 16.6K 19.3K EL. 37-7-1/8 STEPPED FOOTING �n EL. 24'-7" r 1 r----I-----1 4 0 r -------� r -------� 1= ------------------------ ----- J L-- ----------------------- -------------------------------------------------------------------------------------------------------------- -- r-��--rr-rr--r -- - -� r- -- --------------------•t------- -----------------------------------------------------------------------------------------------------------------------F----- --L---------F----------------------------------------------------------------------------------------------=� M=40 FT-KIPS I I 1 O V=6K P=12KI IroI I r) i ' 1 I 1 r7 r7 I I I Ll 1J I L L1 1J i I ----------------- t--------�-----�---F-�-- - -----�----------------t---T I I I i ------------- ---------- - --- - - ----- -- -----------------------1 1 I r------------------------------------------------------------------------------------------------------ T --;-- - -------------------� 1 r r L--J--F-_i J i , 1 i j i ----I----� 1„ L- `i1 �� ----'--- J BOTT. 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I o i i ----,- -- I 1 FOOTING FOOTING 1 ------------------1 , 1 I -co � , i N i I i i I I EL.26 -7" EL.30'-2" I L------------------------------------------ -- ----------------------------------------------J 1 I I I I i I I I I I I I i i � ------------- -------F-------------------F--------- ------------------------------------------------------------------------------------- ----------------1-------� I I I ' I 1 I ----- ' t'----- 4" 1 = --------------------------------------------------- ------------------------------------------------ ---� --f-- ' L---------� I I _ r---- -- - I I I I i t � i 15.8K � � 1 I � 1 J fib-�2 I � -- I II I I ' ' I I r I I A-93 I I I I I N i� 1 ( 1 p'7 1 , 3„ I I 3'-0" I i I 1 I 1 ; 1 -34 TOP OF CONCRETE ' EL. 37'-11-3/4" TOP OF CONCRETE ' I 22.8K (V I I I I I , „ I I EL. 36'-8" I I TOP OF CONCRETE 1 I I I I ' I I EL. 36'-8" I 1 1 2 i i I I I TOP OF CONCRETE--4\ ' _ EL. 37'-11-3/4" i i A-92 �i K' 1 1 TOP OF CONCRETE i i I I AT STONE SHELF I I r i �N EL. 36'-0" REFERENCE ELEVATION THIS DRAWING '3 0 1 4 40 I I I 1" i i I I I I N 10" 1 - 2 I I 8" TOP OF CONCRETE SLAB (28'-7") I I " I I I I ( I 2'-0 I 1 i 11 i 2" N I I i I 7„ I 17„ 42.'1 K i = i 1 i I 1 ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. n A 2X8 ® 16"oc DF #1 (UP TO 12') `o i i CI 2-0 1'-10" ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" X 11-1/4" WOOD PLATES BOLTED TO WEB TOP AND BOTT. WITH 1/2" DIA. BOLTS @ 2'-0" oc STAGGERED - -�--- ---i ------ I i i i 1 n B 2X10 ® 16"oc DF #1 (UP TO 15') e 1 22 8K i 11 1 i i A-92 D TS DOWN HSS 4X3Xj" TYPICAL STEEL COLUMN U.O.N. I i i WP DOWN 3-1/2" X 3-1/2" LSL 1.3E INTERIOR WALLS n C 2X12 ® 16"oc DF #1 (UP TO 18'-6") WP DOWN 3-1/2" X 5-1/2" LSL 1.3E INTERIOR WALLS V1. 2 WP DOWN 5-1/2" X 5-1/2" LSL 1.3E EXTERIOR WALLS WP UP & DOWNDTJI 110 d=11-7/8" ® 16"oc (UP TO 17'-2") 2ND FLOOR JH2 1 TOP OF CONCRETE 1 0 WP UP EL. 37'-7-1/8" A-90 1 i 1 I I L------------------- --- I I i i i i STUD BEARING WALL DOWN E TJI 210 d=11-7/8" @ 16"oc (UP TO 19') 2ND FLOOR JH3 I I I L------------ -------- I---------- -� F I I I _i I -I i i O❑ WP RESOLVED AT HEADER ,TJI 230 d=11-7/8" ® 16"oc (UP TO 19'-6") 2ND FLOOR JH4, JH10 I I I I 3'�0" i I 1 1 3'-8„ G TJI 360 d=11-7/8" ® 16"oc (UP TO 20'-6") 2ND FLOOR JH5 JOIST SPAN DIRECTION RAFTER SPAN DIRECTION I I i I I I I I I H i TJI 560 d=11-7/8" ® 16"oc (UP TO 23'-2") 2ND FLOOR JH6 I I I I 118.4K i LIMITS LIMITS I _ I �j BOTT. OF CONC. SIN i i - - HEADER (1) 1-3/4" X 9-1/4" LSL 1.55E MINIMUM. TYP. (LION) 1 TO737�-_7-_1/8" OCONC. a, BM. POCKET I 25.5K I EL. 36'-5-1/2" _ 1 1 JH1 JOIST HANGER SIMPSON MIU 1.81/11 FACE MOUNT ELSIN I I 1 ! L ___ N--------------------------------------- ____J __ _I --- L_____________ -----___ '� i i (20)-16d R=2.4K (20)-10d R=1.8K 1-3/4" X 11-7/8" - _ � i i JH2 TJI 110 JOIST HANGER SIMPSON IUS 1.81/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK I b I I I JH3 TJI 210 JOIST HANGER SIMPSON IUS 2.06/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK I L i i 1 i 1 i i JH4 TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK TOP OF CONCRETE L-----I--- 1 JH5 TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK EL. 28'-7" o0 1 i ' 1 i i JH6 TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK 8 3 0 0 I 1 i i JH7 JOIST HANGER SIMPSON MIU 3.56/11 FACE MOUNT (20)-16d R=2.4K (20)-8d R=1.OK I 1 i i JH8 JOIST HANGER SIMPSON MIU 1.88/11 FACE MOUNT (20)-16d R=2.4K I i i i JH9 JOIST HANGER SIMPSON HB 5-1/4 X 11-7/8" TOP MOUNT WELDED 1 I 7" I I I I I L____ ________________ _______J I JH10 JOIST HANGER SIMPSON LBV 2.37X11.88 TOP MOUNT WELDED I rr-TT-71--rr-TT I II II II II II I I I II II II II II I I ----------- _ II II II II I BOTT. CF STEPPED FOOTING BOTT. OF FOOTING FOOTING 114" 3'-04" 12'_0" 12'-54" EL. 24'-7" EL. 26'-7" 28'-54„ 16'-71" 1 STRUCTURAL FOUNDATION PIAN SCALE: 1/4-4-0- EVAN AKSELRAD S E L R A D GENE RAL NOTE: SHEET: SEAL&SIGNATURE: DATE: 2017-08-04 ISSUE REVISION ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, FOUNDATION . PROJECT NO.: 17044 1 07.24.18 ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS ��p.A� �E,� DRAWING BY: SS BID DRAWING ARE THE PROPERTY OF &OWNED BY EVAN AKSELRAD- PLANS " '�" P\ r`: CHK.BY: EA 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ' 2 08.16.18 ISSUED FOR NEW YORK NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED EVOLVED, DEVELOPED ! DwG.No.: DOB REFILING CUTCHOGU E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR y, . gyp. T 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOS * 'o G.:.1� ",P� eakselrad@live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN ..`�',��, PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER `� `` OF 1 2 3 A-91 A-91 A-91 15K 211.3K(2) 2.8K 10.4K 2 1.EK 8.OK BLOCK SOLID BETWEEN JOISTS THIS LINE I ------------------------------ ........... ---- ------------------------------------------------------------------- B72 W10 x 15-b-f- d=10" -5-1 2" N 671 W10 x 15 bf=4" d=10" -5-1 2 . . ..;, .. ------•-----i----i----- ----T---T---T------------------------------------ 3K" 1 I I I 20.3K it ! I v n cc 1 I I ! II I I I I I i i I n BEARING WALL ABOVE 7AK 1 B73B W10 x 39 bf=8" d=9-7/8" (-5-1/2") 5.8K 1 x C> II 3 rn ii I ^ 5K 1 m m 21.7K(2) L8.8K M I cV G D io c"I ,n 10.4K R,A,2 8.1 K(l) " � ! •I-II 6 CONCRETE SLAB REINFORCED WITH 6.7K(l) ao . ILl 6 X 6 W2.1 X W2.1 SET AT 1" FROM T.O. SLAB I vco M OI I HYDRONIC HEAT TUBING SET IN SLAB WITH nl1 00 D F N MINIMUM 3 " CONCRETE COVER n n ! v III I 3 _ v 8 co A-90 M 1 6.7K(l) 6" CONCRETE SLAB REINFORCED WITH N ! xl I u 6 X 6 W2.1 X W2.1 SET AT 1" FROM T.O. SLAB it I HYDRONIC HEAT TUBING SET IN SLAB WITH ! 3'cn ' N N MINIMUM 3 " CONCRETE COVER � ! jX 3 � I m ! o x I5.8K(R,A,2 I O M ! 3 3 m 6.7K 1 2 m M X m ci ! A-93 I I 31 1.6K(1) 7.4K(1) 6.7K(l) 8.1K 1 m i m 27.6K I I V, 7.9K(R,A,2) 19.5K 2 B76 W10 x 15 bf=4" d=10" -5-1/2" W=1964 ft R,A,2 ___u 7.8K 2 1.2K 1 W=564 /ft (?) 1.7K(1) G 14K A,2 m E A-93 I------------------------------------ j 16.4K R,A,2 I 7.2K(1) i M 5.3K(2) 6.4K(l) I C-4 i 5.3K(2) v F....-------•------------- --e-- I \ 2 at I II I N A-92 „ !cjD 1.8K(l) B63 5-1/4 x11-7 8" PSL I OUTLINE OF 1 FORM DECK W/1" TOPPING CONCRETE 3 (TOTAL 2" SLAB) --------------------------------------- ! w REFERENCE ELEVATION THIS DRAWING N Lo I � � J OUTLINE OF MASONRY °' ------- --� TOP OF TJI JOIST FIRST FLOOR (38'-8-1/2") FIREPLCE ABOVE 6.2K(l) ! x -------------- 6.4K(l) I ! 26K A,2 3 ----------------- 16.4K R,A,2 I ! _" ------------------------------------- B83 W10 x 15 (6) bf=4" d=10" i m -- -- - 3 A ---------------' CV 681 W10 x 33 bf=8" d=9-3/4" (-1-1/4") ! m ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1. LSL TIMBERSTRAND. 2X8 ® 16"oc DF #1 (UP TO 12') -------------------- -- -- ----- ----- ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2 X 11-1 /4" WOOD PLATES / BOLTED TO WEB TOP AND BOTT. WITH 1/2 DIA. BOLTS ® 2-0" oc STAGGERED D i i I p ! °� 1 " r�B 2X10 ® 16"oc DF #1 (UP TO 15') I I I i A-92 0 TS DOWN HSS 4X3X TYPICAL STEEL COLUMN U.O.N. � -- --- ! I p------------------------------------ ----------- ------ i AK 2 ❑ WP DOWN 3-1/2" X 3-1/2" LSL 1.3E INTERIOR WALLS n C � 2X12 ® " " -- 9 9K(1) WP DOWN 3-1/2 X 5-1/2" LSL 1.3E INTERIOR WALLS 16 oc DF #1 (UP TO 18-6 ) B82 W10 x 33 bf=8" d=9-3/4" _ " " (-1-1/4") 664 1/2" x 11-7/8" LSL WP DOWN 5-1/2" X 5-1/2 LSL 1.3E EXTERIOR WALLS 16.4K R,A, M 2K(A) 3.6(A)K WP UP & DOWN p TJI 110 d=11-7/8" ® 16"oc (UP TO 17'-2") 2ND FLOOR JH2 1 i I WP UP 6.4 A-90 TJI 210 d=11-7/8' ® 16"oc UP TO 19' 2ND FLOOR JH3 E STUD BEARING WALL DOWN I I � ! I N 0 WP RESOLVED AT HEADER TJI 230 d=11-7/8" ® 16"oc (UP TO 19'-6") 2ND FLOOR JH4, JH10 n I v F................ -. -_•.. " E G - TJI 360 d=11-7/8" ® 16"oc (UP TO 20'-6") 2ND FLOOR JH5 JOIST SPAN DIRECTION RAFTER SPAN DIRECTION 2K 1 ^ � H TJI 560 d=11-7/8" ® 16"oc (UP TO 23'-2") 2ND FLOOR JH6 1 .2K R,A,2 " ! LIMITS LIMITS N v \--POST UP 3 p _ ,_ HEADER (1) 1-3/4" X 9-1/4" LSL 1.55E MINIMUM. TYP. (UON) L...................................... J � N a 15.6 o, JH1 JOIST HANGER SIMPSON MIU 1.81/11 FACE MOUNT 9.9 K (20)-16d R=2.4K (20)-10d R=1.8K 1-3/4" X 11-7/8" JH2 TJI 110 JOIST HANGER SIMPSON IUS 1.81/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK ZZMI a2 x JH3 TJI 210 JOIST HANGER SIMPSON IUS 2.06/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK JH4 TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK JH5 TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK Lo JH6 TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK D m p JH7 JOIST HANGER SIMPSON MIU 3.56/11 FACE MOUNT (20)-16d R=2.4K (20)-8d R=1.OK JH8 JOIST HANGER SIMPSON MIU 1.88/11 FACE MOUNT (20)-16d R=2.4K JH9 JOIST HANGER SIMPSON HB 5-1/4 X 11-7/8" TOP MOUNT WELDED JH10 JOIST HANGER SIMPSON LBV 2.37X11.88 TOP MOUNT WELDED 1 STRUCTURAL FOUNDATION PLAN ' EVAN A K S E L R A D GENERAL NOTE: SHEET: SEAL&SIGNATURE: DATE: 2017-08-04 ISSUE REVISION _ ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, FRAMING `' 'I PROJECT NO.: 17044 ISSUED FOR ARCHITECT / ENGINEER ANAVI RESIDENCE �°-f. `�� , DRAWING BY: SS 1 07.24.18 ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS _ `'I �.' ,�a• �.�,�;. BID DRAWING ARE THE PROPERTY 16 JAY STREET 9820 NASSAU POINT RD. ARCHIT CT ENGIN ER. WHETHER THE PROJECT FOR WHICH THEY ARE F &OWNED BY EVAN AKSELRAD- PLAN - CHK.BY: EA 2 08.16.18 ISSUEDFOR MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED DWG.NO.: DOB REFILING NEW YORK, NY 10013 CUTCHOGU E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS i' PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR .2 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE ` .0 l'¢I j"N WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN eakselrad@Ilve.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER OF y 2 3 YA-91----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------, --------------------------- ----- ----------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- i 7.2K 2 4.4K 2 i BLOCK SOLID BETWEEN LSL JOISTS THIS LINE -� COLUMN W10 x 15 I II 642 W10 x 15 bf=4" d=10" -11" B41 W10 x 15 bf=4" d=10" -11" ------------- i--- ---- ------I I I i 4.4K(2) 4.4K(2) 6K 2 I I III I 1 2.5K 2 COLUMN hV1 O x 39 "' I BEARING WALL ABOVE i A SET HEIGHT TO ALIGN CEILING) X 618 1-3/4" x 11-7/8" LSL ® 12"oc _ � I 7.8K(2) x LV 3 1.3K M m I I 2.5K 2 I m 6K(2) rI ; II 5-1/4" x 11-7/8" PSL (-11") ilL _ L-------------- ----------------------------------------------- --------- ------------------------- ------------ BEARING WALL ABOVE 4.8K R&A 15.7K(2) I i i 3.1K 2 ' �-- D -11" I 00 L r 00 - i J, ^8 %, NI 3 8 m _j 1.3K A-90 °;° 00 S-8 � --------------- ---------------------- F (-11") 3.1K 2 I Irn X I Ix I I 12 '11 3 9.6K R&A G EDr :!j 3.1K 2 2 2 COLUMN W10 x 39 1920#/ft (A) S-91020#/ft I1 =3.1 K 2 -------- ----- - 7.8K(2) ----------- -------------------------- ----------------4.8K(R&A) I i i B46 W10 x 15 bf=4" d=10" (-11") W=1400 ft R&A �3 8K 2 1 COLUMN W10 x 15 1 2K 1 W=564 /ft (2) 2.OK A m 1.8K(2) A-93 I ft18 i �- ---------------------------------------------------------------__------_____ .................................... I 10K R&A 12.2K 2 B13 5-1/4" x 11-7/8" PSL 5.3K(2) ao ----- --------- 4K2 i 7K(A) +:----CENTERLINE STAIR L4.5Kj2j I t------------------------------------ i 1 STRINGI*R SUPPORT 2 1 i I �:IS-9 I i = N00 I i I N -------------------------------------- 9.4K(2) v 1-1 J , REFERENCE ELEVATION THIS DRAWING N i X D J TOP OF TJI JOIST SECOND FLOOR (50'-5-1/2") I X3 I C-4 °D I I cV I n co I 5 M 6.4K 2 5.5K 2 m Fx r---------------------------------'-- m 7 i m .xN-4-9/ ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. A 2X8 ® 16"oc DF #1 (UP TO 12') 10K R&A g_g 10.6K A i 3 II ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" X 11-1/4" WOOD PLATES BOLTED TO WEB TOP AND BOTT. WITH 1/2" DIA. BOLTS 0 2'-0" oc STAGGERED ,,CENTERLINE STAIR I ! 4K(2r ,� °D ; 1 " B 2X10 016"oc DF #1 (UP TO 15') 1OK(2) i STRINGER SUPPORT �I i I m t A-92 TS DOWN HSS 4X3X TYPICAL STEEL COLUMN U.O.N. "614 3-1/2 01-7/8" LSL,' i 9.4K 2 (] WP DOWN 3-1/2" X 3-1/2" LSL 1.3E INTERIOR WALLS C " r-------------------------------------- I 614 = WP DOWN 3-1/2" X 5-1/2" LSL 1.3E INTERIOR WALLS 2X12 0 16 oc DF #1 (UP TO 18'-6*) 5.3K 2 11 WP DOWN 5-1/2" X 5-1/2" LSL 1.3E EXTERIOR WALLS 10K R&A 2K(A) �-8.6(A)K i ® WP UP & DOWN p I I TJI 110 d=11-7/8 0 16 oc (UP TO 17'-2") 2ND FLOOR JH2 1 1 I - 6.4K \ E WP UP S-8 A-90 I .I `1' E 8" ® 16"oc (TJI 210 d=11-7 UP TO 19' JI-13STUD BEARING WALL DOWN / ) 2ND FLOOR J iri TJI 230 d=11-7 8 ® 16oc TO 19-6" 2ND FLOOR JI-14, JH10 i ------------ ----------------------- @ WP RESOLVED AT HEADER " " ' UP/ ( ) u rn X G TJI 360 d=11-7/8" 0 16"oc (UP TO 20'-6") 2ND FLOOR JH5 ------------------------------------- N JOIST SPAN DIRECTION RAFTER SPAN DIRECTION I cl 3 I 3 m ! TJI 560 d=11-7/8" 0 16"oc (UP TO 23'-2' 2ND FLOOR JI-16a LIMITS LIMITS IJ m a _ _ HEADER (1) 1-3/4" X 9-1/4" LSL 1.55E MINIMUM. TYP. (UON) I0 -------------------------------------- 5.2K(2) E ^ p SK R&A 10K 2 JH1 JOIST HANGER SIMPSON MIU 1.81/11 FACE MOUNT (20)-16d R=2.4K (20)-10d R=1.8K 1-3/4" X 11-7/8" 5.6K A 2K \ O JI-12 TJI 110 JOIST HANGER SIMPSON IUS 1.81/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK JI-13 TJI 210 JOIST HANGER SIMPSON IUS 2.06/11.88 FACE MOUNT (10)-10d x 1-1/2 R=1.OK JI-14 TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK m JH5 TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK JI-16 TJI 560 JOIST HANGER SIMPSON IUS 3.36/11.88 FACE MOUNT (10)-10d R=1.OK ),\D 771 D JI-17 JOIST HANGER SIMPSON MIU 3.56/11 FACE MOUNT (20)-16d R=2.4K (20)-8d R=1.OK JI-18 JOIST HANGER SIMPSON MIU 1.88/11 FACE MOUNT (20)-16d R=2.4K JI-19 JOIST HANGER SIMPSON HB 5-1/4 X 11-7/8" TOP MOUNT WELDED JH10 JOIST HANGER SIMPSON LBV 2.37X11.88 TOP MOUNT WELDED r---7.6 v STRUCTURAL FOUNDATION PLAN EVAN A K S E L R A D GENE RAL NOTE" SHEET: SEAL&SIGNATURE: DATE: 2017-08-04 ISSUE REVISION n q PROJECT NO.: 17044 ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, FRAMING ' DRAWING BY: SS ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS L _ . /� P 4 1 07.24.18 BID DRAWING ARE THE PROPERTY OF &OWNED BY EVAN AKSELRAD- PLAN e„ 8� �� 16 JAY STREET � �-.� � CHK.BY: EA IS:iUED FOR 9820 NASSAU POINT RD. MADE I S EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED .� WG.NO.: 2 08.16.18 NEW YORK, NY 10013 CUTCHOGU E NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS 4 t"+ DOB REFILING PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO ORS-3 917,689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE e� "�'. -t,t,f ',f/�� WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN �a�,,.,A�z+ eakseirad@Iive.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER "� OF 1 2 3 A-91 A-91 A-91 ----------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------- -------------- A A ! i ! , I I C W=350 /ft C j I i o i I 4.8K C i C n n C C ! o � N 3 _ m m ' ! 1.3K i A-90 I --------------- '—W=1600#/ft 4.8K OCD < *D FOR CEILING JOISTS PROVIDE 4.8K C (1) 1x6 HANGER FROM ROOF I C A i .............•---• ................ E 1.3K m A-93 i W=920#/ft W=1260 /ft I 4.8K F/ I ! , -------------------------------------------------------------------------------------------------------- 1 G 2K A-93 m N �-------------------- ----------- m D 4 10K 2K S-9 i 5.OK 0 _ V) w A-92 S-9 J II I Q> m 3 m i N ' REFERENCE ELEVATION THIS DRAWING CN G TOP OF TJI JOIST ATTIC FLOOR (60'-7-1/2") r x m k""""""""""""""""""` <r ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. A 2X8 016"oc OF #1 (UP TO 12') ! tOK 5.OK N, '� W=1240#/ft ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" X 11-1/4" WOOD PLATES i m 1 BOLTED TO WEB TOP AND BOTT. WITH 1/2" DIA. BOLTS @ 2'-0 oc STAGGERED B 2X10 @ 16"oc OF #1 (UP TO 15') 5.6K A-92 D TS DOWN HSS 4X3Xj" TYPICAL STEEL COLUMN U.O.N. _... ❑ WP DOWN 3-1/2" X 3-1/2" LSL 1.3E INTERIOR WALLS C 2X12 © ,16"oc OF #1 (UP TO 18'-6") �""................. """"' WP DOWN 3-1/2;; X 5-1/2� LSL 1.3E INTERIOR WALLS .. WP DOWN 5-1/2 X 5-1/2 LSL 1.3E EXTERIOR WALLS 10K � ! 8.6K 0 WP UP & DOWN p TJI 110 d=11-7/8" ® 16"oc (UP TO 17'-2") 2ND FLOOR JH2 2 1 i 1-3/4" x 11-7/8" LSL WP UP I i '-- """"`-' L----- ---- -- STUD BEARING WALL DOWN / ( ) S-8 A-90 �.•.�...�........,.,.��. _ a � E TJI 210 d=11-7 8" ® 16"oc UP TO 19' 2ND FLOOR JI-13 i ! u II N 0 �❑ WP RESOLVED AT HEADER F TJI 230 d=11-7/8" ® 16"oc (UP TO 19'-6") 2ND FLOOR JH4, JH10 I a_ co 00 Z-� F------------------------------------ G i- TJI 360 d=11-7/8" @ 16"oc (UP TO 20'-6") 2ND FLOOR JH5 JOIST SPAN DIRECTION RAFTER SPAN DIRECTION X BAK 15A 5-1/4" X 11-7/8" PSL H TJI 560 d=11-7/8" ® 16"oc (UP TO 23'-2") 2ND FLOOR JH6 LIMITS LIMITS 8K 0i I _ POST UP 10K 2.8K--/ "' m D � HEADER (1) 1-3/4" X 9-1/4" LSL 1.55E MINIMUM. TYP. (UON) ............... m o it W=660# ft JH1 JOIST HANGER SIMPSON MIU 1.81/11 FACE MOUNT C) C 2K a (20)-16d R=2.4K (20)-10d R=1.8K 1-3/4" X 11-7/8" 5.6K \ JI-12 TJI 110 JOIST HANGER SIMPSON IUS 1.81/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK p JI-13 TJI 210 JOIST HANGER SIMPSON IUS 2.06/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK CD CD JH4 TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK JI-15 TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK 0 JI-16 TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK JH7 JOIST HANGER SIMPSON MIU 3.56/11 FACE MOUNT (20)-16d R=2.4K (20)-8d R=1.OK Lo m JH8 JOIST HANGER SIMPSON MIU 1.88/11 FACE MOUNT (20)-16d R=2.4K m JI-19 JOIST HANGER SIMPSON HB 5-1/4 X 11-7/8" TOP MOUNT WELDED JH10 JOIST HANGER SIMPSON LBV 2.37X11.88 TOP MOUNT WELDED 7.6 K El � STRUCTURAL FOUNDATION PLAN SCALE: 1/4"=l'-O' EVAN AKSELRAD GENERAL NOTE: SHEET: SEAL&SIGNATURE: DATE: 2017-08-04 ISSUE REVISION , " r° P �`�• PROJECT NO.: 17044 ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, FRAMING _ HK. ARCHITECT / ENGINEER ANAVI RESIDENCE + ISSUED FOR ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS ®. f;.�; ;'�S DRAWING BY: SS 1 07.24.18 DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- PLAN ' CBY: EA BID 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ' ISSUED FOR MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED ,DWG.NO.: 2 08.16.18 NEW YORK NY 10013 DOB REFILING CUTCHOGU E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR !. -4 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE , E^�"'�'1 WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN eakselrad@Iive.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER --' h OF 1 2 3 A-91 A-91 A-91 ------------------------------------------------------------------------------- i i i i C i I C "cl I ---------------------------------------------------------------------------------------------------------------------- i i i i i 3 A-90 i i i ! 2 A-93 C i I � 1 A-93 i i i i i i i Ii i 2 C0 C M ' REFERENCE ELEVATION THIS DRAWING TOP OF TJI JOIST ATTIC FLOOR (60'-7-1/2") i ALL 2X4, 2X6, 2X8 STUDS AND PLATES TO BE 1.3 LSL TIMBERSTRAND. A 2X8 ® 16"oc DF #1 (UP TO 12') ALL STEEL BEAMS AT WEST WALL TO HAVE 1-1/2" X 11-1/4" WOOD PLATES BOLTED TO WEB TOP AND BOTT. WITH 1/2" DIA. BOLTS ® 2'-0" oc STAGGERED 2X10 ® 16"oc DF #1 (UP TO 15') A_92 D TS DOWN HSS 4X3Xj" TYPICAL STEEL COLUMN U.O.N. El WP DOWN 3-1/2" X 3-1/2" LSL 1.3E INTERIOR WALLS C F 1 UP TO 18'-6" WP DOWN 3-1/2" X 5- 1/2" LSL 1.3E INTERIOR WALLS 2X12 ® 16 oc D # ( ) i WP DOWN 5-1/2 X 5-1/2" LSL 1.3E EXTERIOR WALLS ( . ; WP UP & DOWN i D TJI 110 d=11-7/8" ® 16"oc (UP TO 17'-2") 2ND FLOOR JH2 WP UP 3 1 E TJI 210 d=11-7/8" ® 16"oc (UP TO 19') 2ND FLOOR JH3 S-8 A-90 STUD BEARING WALL DOWN * � L--------------------_J F TJI 230 d=11-7/8" ® 16"oc (UP TO 19'-6") 2ND FLOOR JH4, JH10 r i @ WP RESOLVED AT HEADER i tK G TJI 360 d=11-7/8" ® 16"oc (UP TO 20'-6") 2ND FLOOR JH5 POST DOWN 10K rJOIST SPAN DIRECTION RAFTER SPAN DIRECTION f i � H i TJI 560 d=11-7/8" ® 16"oc (UP TO 23'-2") 2ND FLOOR JH6 i C LIMITS LIMITS 1 �T HEADER (1) 1-3/4" X 9-1/4" LSL 1.55E MINIMUM. TYP. (UON) . o JH1 JOIST HANGER SIMPSON MIU 1.81/11 FACE MOUNT (20)-16d R=2.4K (20)-10d R=1.8K 1-3/4" X 11-7/8" JH2 TJI 110 JOIST HANGER SIMPSON IUS 1.81/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK +1 C n JH3 TJI 210 JOIST HANGER SIMPSON IUS 2.06/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK ---- ------------------------------------------------------------------------------—---------------------------------� \° i JH4 TJI 230 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK ^�' ! JH5 TJI 360 JOIST HANGER SIMPSON IUS 2.37/11.88 FACE MOUNT (10)-10d x 1-1/2" R=1.OK J� ! C i JH6 TJI 560 JOIST HANGER SIMPSON IUS 3.56/11.88 FACE MOUNT (10)-10d R=1.OK JH7 JOIST HANGER SIMPSON MIU 3.56/11 FACE MOUNT (20)-16d R=2.4K (20)-8d R=1.OK JH8 JOIST HANGER SIMPSON MIU 1.88/11 FACE MOUNT (20)-16d R=2.4K j JH9 JOIST HANGER SIMPSON HB 5-1/4 X 11-7/8" TOP MOUNT WELDED JH10 JOIST HANGER SIMPSON LBV 2.37X11.88 TOP MOUNT WELDED i i i I I STRUCTURAL FOUNDATION PLAN SCALE: 1/4"4-0' EVAN AKSELRAD GENE RAL NOTE: SHEET: SEAL&SIGNATURE: DATE: 2017-08-04 ISSUE REVISION �� PROJECT NO.: 17044 ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, FRAMING Bae,; , r DRAWING BY: SS ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS PLAN 1 R* I.3SUED FOR "� ° m 1 07.24.18 DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- ,k. - �' rHK.BY: EA BID 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE v r r - "� DING.NO.: ISSUED FOR NEW YORK, NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED i 2 08.16.18 CUTCHOGU E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS _ .. _a t� 1. DOB REFILING PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR 917.689.0301 (t) — USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE . WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN `,.m°^ ' eakselrad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER _ . '�' OF W i a N _�._ _—_—_—_ -.�.. _—_— G e . d< ♦ d l 2" 1'48" 1" 0 HIGH STRENGTH d • : . GRADE THREADED ANCHOR BOLTS g AND NUTS (4) F BARS ° A l • d l PLATE 1" x 1'-8" x 0'-10" • d , i 142" NON SHRINK GROUT d a (9) #6 BARS (5) #6 BARS i (9) #6 BARS AT FOOTING (EA. WAY) (5) #6 BARS AT GRADE BEAM • d. '.Q .. ♦ .. ♦ , d.. 4 • • • ,•4 °d •• .• '• d 41 •d -- �. a •e •♦ ° e .. ♦:d ° . • •" ' ._ d• ♦ � •. •a .�;. ., .: d '• .. ... °•+ : ♦ d . d ' ° #3 BAR STIRRUPS y. '• °• a - e °'dD BARS , .d • , ' ,a e SET AT 16OC .♦ . • '♦ . ' START STIRRUPS AT 12" e•, •d♦. •• 'A' • ".. INSIDE COLUMN FOOTING l ° : ° °' • ' d ♦. eL .. ° • N ..Q e • °° - (9) #6 BARS `" d•: . _ (5) #6 BARS ;..,. .' r :a♦.' ,.. t �. e 4: A • A • dALLJ . _ ° .. °. • d • ♦. d ., y •e, •. • e •• e' •• d ," •' a .. d. ° '•d G • .•. °' a' d. -d ° ♦ d d ° 4 • M. .d. .♦ t ,fit , •d • d�--_ _—♦—_ e". ;d A .', •', ,• .. .d e• : d' •' , ♦ ♦ .. f'. • ♦ I ° e a.' ' 3"CLEAR C014CRETE COVER OVER REBAR TYPICAL 3"CLEAR CONCRETE COVER OVER REBAR TYPICAL GRADE BEAM Q. , g . ,. '. ' AT ALL FOOTINGS AND CONCRETE AT ALL FOOTINGS AND CONCRETE A. I 4'-0" IN CONTACT WITH THE EARTH 2'-0" IN CONTACT WITH THE EARTH 2'-0" 2'-0" 3" CONCRETE COVER OVER REBAR TYPICAL AT ALL FOOTINGS AND CONCRETE IN CONTACT WITH THE EARTH 2X4 KEY I STRUCTURAL DETA L @DECK FRAME STRUCTURAL DETA @GRADE BEAM AT DECK FRAME STRUCTURAL DETA L @DECK FRAME d, • a d , C B • •. 4- 4 e ,° a d E BARS PROVIDE CONCRETE BOARD SHEATHING e •a.. STRUCTURAL SLAB AT GARAGE LINK AT SLAB BEARING BARS ° SLAB TO BEAR ON THICKENED HOUSE S-6 :L7/ STRUCTURAL SLAB AT FRONT PORCH SLAB d BOTTOM OF HOUSE FOUNDATION FOOTING FOUNDATION WALL TO BEAR ON HOUSE FOUNDATION WALL °'d d e e a a .d.° 'A 'a•' •.A° .. .°d • °' E. .. '♦.. ° a .G e • y .• ♦ .. d d • • 'a ° ° •. , :d m '• TOP OF :♦ d A' ' •♦ :g 2 FOUNDATION WALL • a • a • ------------- — _ 1 -- 3"CLEAR CONCRETE COVER OVER REBAR TYPICAL CONTINUE STRIP FOOTING REBAR I ALIGN INSIDE FACE- -AT AT ALL FOOTINGS AND CONCRETE IN THROUGH THE STEPPED FOOTING I �° OF SILL PLATE WITH ' THICKEN HOUSE FOUNDATION WALL 4 I CONTACT WITH THE EARTH BETWEEN 8" GARAGE LINK FOUNDATION ICN INSIDE FACE OF ' CONCRETE COVER OVER REBAR 3" i FOUNDATION WALL �U) TYPICAL AT ALL FOOTINGS AND WALLS A i AT FRONT PORCH BOTTOM OF BEAM CONCRETE IN CONTACT WITH THE EARTH I SILL PLATE ATTACHED WITH POCKET ELEVATION 1/2" DIA. ANCHOR BOLTS I AT 4'-0" oc (TYP) I - ------------- LINE BEAM POCKET RETAINING WALL SCHEDULE (2)#6 BARS 2'-0" LONG AT WITH WATERPROOF DIMENSION REINFORCING BOTTOM OF HOUSE FOUNDATION FOOTING ; BEAM POCKET MATERIAL TO H ; W16 BEAM ON PROTECT STEEL W A B C D E F ; PLATE 1/2"x4"x10" BEAM POCKET 3'-5" 10" 3'-10" 1'-0" 2'-0" # 4 @ 16" #4 @ 18" #4 @ 9" ----------- ------------- — ON 1" NON SHRINK GROUT 4"x10"x17-1 2" 5'-8" 1'-0" 5'-4" 1'-4" 3'-0" # 4 @ 9" #4 @ 18" #5 @ 13" -- - - -- - - -- 8'-11" 1-3" 7'-1" 1'-8" 4'-2" # 4 @ 7" #4 @ 12" #5 @ 13" UNDISTURBED SOIL DETAIL RETAINING WALL Q STRUCTURAL DETAIL STEPPED FOOTING DETA L @LINK SLAB DETAIL @PORCH SLAB BEARING DETA L @BEAM POCKET 1 �) SCALE: 3/4"=1'-0" COLUMN (SEE PLAN) ON BASE PLATE 1/2"X8X8 (UON) ON e a♦ ', G• ,• #4 BARS @ 12 oc EACH WAY a, 'A' I I „ I 1-1/2 NON SHRINK GROUT ,a I I a NEW 6' SLAB ON GRADE 6" CONCRETE SLAB STUD SILL PLATE ANCHOR TO SLAB • ----------------------------------- WITH HYDRONIC HEAT TUBING 1/2" DIA. ANCHOR BOLT d "� -= REINFORCE WITH WWF .•' d 6" X 6" W2.0 X W2.0 a , HYDRONIC HEAT TUBING IN SLAB IN BASEMENT AND GARAGE SLAB WELDED WIRE FABRIC • .: d TYPICAL BASEMENT AND GARAGE HYDRONIC HEAT TUBING • . e „ . .'( ,... :• .. • d , d. • 6 CONCRETE SLAB • I I t 3/4' DIA. A307 ANCHOR REINFORCE WITH WWF •. .. , ' i i ...• ' d BOLT Q. e '° u"auux"sa:u, - u"s=eus""• .e D GARAGE " �":�:::":"" d . N 10 MIL POLYETHYLENE d ' � HYDRONIC HEAT TUBING IN SLAB 0 '4 .e •• •__•_._•• ••____ TYPICAL BASEMENT A d d e .�, .° ,�, °• ` d. n d VAPOR BARRIER - .ad 8 Q: .. .e 9 '° • . -aem".:tmeMx:m,"n - d �a Nu• Ix® N"," ;ISR®'i'`.�R4:NN� :i iiN�3F�9H:�� d' a° " .a 6 REBAR EACH WAY UON #4 BARS @ 12 oc EACH WAY a'. d . . d . .e! # ( ) ° d (5) #6 BARS EACH WAY o d'q 2" RIGID INSULATION d . • I _ ° . . . ------ 2X4 KEY (TYP) - -- d --- ---- e ,. .• y. d. A. CRUSHED STONE a °. " III _ . • (5) #6 BARS EACH WAY 3 CONCRETE COVER OVER REBAR 3 CONCRETE COVER OVER REBAR UNDISTURBED SOIL 'TYPICAL AT ALL FOOTINGS AND TYPICAL AT ALL FOOTINGS AND ♦ d e _ d L x B CONCRETE IN CONTACT WITH THE EARTH UNDISTURBED SOIL 2'-0" CONCRETE IN CONTACT WITH THE EARTH 1. SEE PLANS FOR FOOTING SIZE 2. SEE PLANS FOR BASE PLATE SIZE 4 STRUCTURAL DETAIL TYPICAL SLAB AND FOOTING 3 STRUCTURAL DETAIL TYPICAL SLAB AND FOOTING 2 WEST WALL BEAR NG AND SLAB STRUCTURAL DETAIL POST ON FOOTING SCALE: 1"=1'-0" SCALE: 1 ISSUE REVISION EVAN AKSELRAD GENE RAL NOTE, SHEET: SEAL&SIGNATURE: DATE: 2017-08-04 . '^I PROJECT NO.: 17044 ARCHITECT / ENGINEER ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, FOUNDATION �`� ISSUED FOR A N AV I RESIDENCE ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS �� AR°<< �_ , ' RAWING BY: SS 1 07.24.18 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- - i �'=` CHK.BY: EA BID 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE DETAILS ISSUED FOR NEW YORK, NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED I f' AWG.NO.: 2 08.16.18 DOB REFILING C UTC H OG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS •', �-� -� ? PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE r^�° WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN eakseirad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER :rte OF i i i i -- - LJ i ---------------------------- ------ i i i I i I i ----- STRUCTURAL DETA LS @OVERHANG ROOF 3 ° SCALE: 1"44 i I' ----------- - ------ ------------------------------------------------------------------------------------------------------------------------------ ---------------------------------------------------------------------- --------------------------------------------------------------------- -------------------------------- STONE CLADDING PROVIDE CONTINUOUS 2" SHELF ON 8" FOUNDATION WALL ---------------------------------------- ---------------------------------------- BOTT OF FOOTING MINIMUM 42" BELOW GRADE STRUCTURAL DETAILS @FRONT PORCH SLAB 5 SCALE: 1"=1'-0" 4 STRUCTURAL DETAILS @GARAGE LINK ROOF i STONE FINISH (TYP) AT FRONT PORCH, i TREADS AND RISERS � I i I #4 BARS @18" oc S&T STEEL � I i #6 BARS ©12" oc PROVIDE 3" CLEAR CONCRETE COVER SLOPE DOWN 1/8" PER FT. --------------------- ----- ---- ------------------------ -- ----------------------------------------- --- -- --------� ------_-------- i i i ---------- ------------- -------------------- ----- -------------------------------------------------------------------------------------------- -------- ------ ------ --------- -- ----- ------- ---r------------------------------- i i i SET WOOD SILL PLATE ON INSIDE ---------- --- ---------- --- ---------------------------------------------------------------------------------------------------------------------------------------- ------ ° ---r OF FOUNDATION WALL AT FRONT PORCH TO PROVIDE FOR PORCH SLAB BEARING ---------- --- ---------- --- ------------------------------------------------------------------------------------------------------------------------------------------------ --- -------- ------- STRUCTURAL DETAIL @GARAGE L NK SLAB STRUCTURAL DETAILS @FRONT PORCH SLAB 2 SCALE: 1"=1'-0" SCALE: 1"44 SHEET: SEAL&SIGNATURE: DATE: 2017-08-04GENERAL NOTE:AKSELRAD PROJECT NO.: 17044ISSUE REVISION ARCHITECT ENGINEER ANAVI RESIDENCE ALL DRAWINGS SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, STRUCTURAL ISSUED FOR DETAILS ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS o,, � �,A� F �. D AWING BY: SS 1 07.24.18 DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- r r K.BY: EA BID 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE r, , ? WG.NO.: ISSUED FOR NEW YORK NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED t 2 08.16.18 CUTCHOGU E NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS c i DOIB REFILING PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR �:.., ,.� `J -9 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE a.�wr`,� �V I ' :•", WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN - y OF eakselrad@Iive.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER r_ MECHANICAL SYMBOL LIST PLUMBING SYMBOL LIST MEP SCOPE OF WORK RESCHECK COMPLIANCE NOTES PER 2015 IECC DOB FILING DRAWING LIST DUCTWORK SHEET DWG NO. DRAWING TITLE S/W SOIL OR WASTE PIPING 1) HEATING, VENTILATION AND AIR CONDITIONING1 T-100.00 MECHANICAL COVER SHEET ®UP ©DN SUPPLY DUCT (UP & DOWN) -------- V. VENT PIPING 1. DUCT INSULATION - ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS C.W. COLD WATER PIPING AC SYSTEM COMPONENTS SHALL BE INSULATED WITH A MINIMUM OF R-6 INSULATION WHERE LOCATED 2 SU-100.00 SITE UTILITIES PLAN UP DN EXHAUST OR RETURN DUCT UP & DOWN H.W. HOT WATER PIPING - FURNISH AND INSTALL FULLY OPERATIONAL VARIABLE REFRIGERANT FLOW IN UNCONDITIONED SPACES AND A MINIMUM OF R-8 INSULATION WHERE ® Q ( ) -- � 3 P-200.00 PLUMBING DETAILS & NOTES SYSTEMS CONSISTING OF (4) 5 TON MITSUBISHI DX SPLIT SYSTEM, OR LOCATED OUTSIDE THE BUILDING. WHERE LOCATED WITHIN A BUILDING H.W.R HOT WATER RETURN PIPING ENVELOPE ASSEMBLY THE DUCT OR PLENUM SHALL BE SEPARATED FROM 4 P-300.00 SANITARY RISER DIAGRAM ( � ) CEILING DIFFUSERS APPROVED EQUAL, WITH DISTRIBU T ION OF REFRIGERANT PIPING TO DUCTED THE BUILDING EXTERIOR OR UNCONDITIONED OR EXEMPT SPACES BY A G G. GAS PIPING AIR HANDLERS FOR THE BASEMENT, GROUND AND SECOND FLOORS. AIR MINIMUM OF R-8 INSULATION. ALL DUCT INSULATION SHALL MEET THE 5 P-400.00 HW & CW RISER DIAGRAM SUPPLY TOP REGISTER OR GRILLEHANDLING UNITS SHALL BE EQUIPPED WITH HOT WATER HEATING COILS IN STANDARDS OF MC604. S/W EXISTING SOIL OR WASTE PIPING THE DISCHARGE AND PROVIDE BOTH HEATING AND COOLING. 6 P-500.00 GAS RISER DIAGRAM - - - - - - - - V. EXISTING VENT PIPING EXCEPTIONS: 7 M-100.00 BASEMENT MECHANICAL PLAN -+- EXHAUST OR RETURN TOP REGISTER OR GRILLE - C.W, EXISTING COLD WATER PIPING AC/HEATING CONTROLS A. WHERE LOCATED WITHIN EQUIPMENT. H.W. EXISTING HOT WATER PIPING EACH AC-HTG SYSTEM SHALL BE CONTROLLED BY A REMOTE CONTROLLER B. WHERE THE DESIGN TEMPERATURE DIFFERENCE BETWEEN THE INTERIOR 8 M-101.00 1ST FLOOR MECHANICAL PLAN -4- EXHAUST CEILING REGISTER OR GRILLE _ _ _ H.W.R. EXISTING HW RETURN PIPING IN EACH SPACE. ALL CONTROLLERS SHALL BE LINKED TO A CENTRAL AND EXTERIOR OF THE DUCT OR PLENUM DOES NOT EXCEED 15-F (8-C). 9 M-102.00 2ND FLOOR MECHANICAL PLAN CONTROLLER LOCATED IN BASEI4�ENT MECHANICAL ROOM. CONTROLLER SHALL 10 M-103.00 ATTIC MECHANICAL PLAN I CONNECT NEW WORK TO EXISTING G G. EXISTING GAS PIPING BE CAPABLE OF REMOTE ACCESS VIA INTERNET CONNECTION. 2. SUPPLY & RETURN DUCTS T GATE OR BALL VALVE EXCEPTION: DUCTS LOCATED COMPLETELY INSIDE THE BUILDING ENVELOPE. 11 M-104.00 BASEMENT HEATING PLAN NEW WORK - - - - - EXISTING WORK OR EQUIPMENT TO REMAIN � QUIET TYPE CHECK VALVE HEATING SYSTEM COMPONENTS 3. DUCT TIGHTNESS TEST 12 M-200.00 MECHANICAL DETAILS FURNISH AND INSTALL FULLY OPERATIONAL NATURAL GAS FIRED HIGH EXCEPTION: ALL DUCTS AND AIR HANDLERS ARE LOCATED WITHIN 13 M-300.00 MECHANICAL HEATING DETAILS, HW FLOW DGM. & BOLIER SCHEDULE EXISTING WORK OR EQUIPMENT TO BE REMOVED CLEANOUT EFFICIENCY HOT WATER BOILER SYSTEM, CONSISTING OF (2) LOCKINVAR MBH CONDITIONED SPACE. 10x8 NEW DUCT - WITH x DEPTH j, FPHB FROST PROOF HOSE BIBB DIRECT VENT BOILERS, WITH CIRCULATING HOT WATER HEAT PUMP LOOP AND 14 M-400.00 MECHANICAL EQUIPMENT SCHEDULES Y V.B. VACUUM BREAKER DOMESTIC HOT WATER TANKS. 4. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. 15 M-500.00 MECHANICAL SPECIFICATIONS � C]jjjjjE:j-FC FLEXIBLE CONNECTION ® NEW CONNECTION N.C. VENTILATION SYSTEM COMPONE.sll T S 5. DUCTS ARE PRESSURE TESTED TO DETERMINE AIR LEAKAGE 16 E-100.00 ELECTRICAL SERVICE EVALUATION AND RISER DIAGRAM CAPPED 2 RENEWAIRE ERV ENERGY RECOVERY VENTILATORS, ON THE SECOND EXCEPTION: ALL DUCTS AND AIR HANDLERS ARE LOCATED WITHIN Up I14CLINED RISE, IN DIRECTION OF AIR FLOW -( ) .T. ,�, CONDITIONED SPACE. 17 E-200.00 ELECTRICAL RISER DGM & STANDBY GENERATOR SOH. AD AREA DRAIN FLOOR TO SERVE AS TOILET EX S-°,US AND FRESH AIR MAKEUP - 1,200 CFM KITCHEN E;H..=QST ;�YSTE P 4�-:'ITH REMOTE INLINE FAN FOR 18 E-300.00 ELECTRICAL FLOOR WARMING SPECIFICATIONS AND SCHED. DN- IIJCLINED DROP, IN DIRECTION OF AIR FLOW BID BIDET 6. PIPING INSULATION - ALL STEAM LINES SHALL BE INSULATED TO MINIMUM MAIN KITCHEN. 2-1/2" UP TO 4" PIPE SIZE. ALL PIPING INSULATION SHALL MEET THE 19 E-400.00 ELECTRICAL SPECIFICATIONS VANED ELBOW. PROVIDE ALL ELBOWS WITH VANES BT BATHTUB STANDARDS OF MC1107 AND MC1204. ALL HOT WATER LINES SHALL BE EVEN IF SYMBOL MISSING D DRYER 2) PLUMBING SYSTEM INSULATED TO MINIMUM 1-1/2" UP TO 1-1/2" PIPE SIZE, AND 2" UP TO 8" PIPE SIZE. REFRIGERANT PIPING INSUALTION UP TO 1-1/2" SHALL BE STANDARD RADIUS ELBOW DW DISH 4=ASHER WATER SERVICE INSULATED TO MINIMUM 1/2" AND 1" UP TO 8" PIPE SIZE. ALL PIPING I FD FLOOR DRAIN -NEW 1-1/2" DOMESTIC SEPV'l`;- WITH DT201 METER. VAULT. METER BY INSULATION SHALL MEET THE STANDARDS OF MC1107 AND MC1204. ENERGY CODE COMPLIANCE STATEMENT: ACOUSTICAL DUCT LINING IW INDIRECT WASTE SUFFOLK WATER. "TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL -NEW WHOLE HOUSE FILTRATION SYSTEM. 7. AIR BALANCING -THE CONTRACTOR SHALL TEST, BALANCE, AND ADJUST VD COD VD: MANUAL VOLUME DAMPER LAV LAVATORY ALL NEW AND EXISTING REGISTERS AND DAMPERS OF SYSTEMS UNDER JUDGEMENT, THE PLANS AND SPECIFICATIONS FOR THIS COD: CABLE OPERATED DAMPER NEW NEW FIXTURESANITARY SYSTEM COMPONENTS NORMAL OPERATING CONDITIONS TO ASSURE PROPER AIR DISTRIBUTION AND PROJECT ARE IN COMPLIANCE WITH THE ENERGY CODE" FD&AD FIRE DAMPER AND ACCESS DOOR REL RELOCATED & REPLACED FIXTURE - COMPLETE NEW ABOVE GROUND CAST IRON SANITARY WASTE AND PVC AIR QUANTITIES AS SHOWN AS THE DRAWINGS. AIR SUPPLY AND RETURN AT VENTS TO ALL FIXTURES. EACH OUTLET SHALL BE MEASURED AND RECORDED DATA TABULATED AND RPL REPLACED FIXTURE SUBMITTED FOR APPROVAL. AIR BALANCING SHALL BE AS POER GUIDELINES TO THERMOSTAT CONTROLLER - NEW UNDERGROUND PVC HOUSE SEWER WITH CONNECTION TO NEW SET FORTH IN SMACNA STANDARDS FOR LOW PRESSURE DUCT SYSTEMS. T RH RADIANT HEAT THERMOSTAT RM REMOVE SEPTIC TANKS. AC AIR CONDITIONING EQUIPMENT SH SHOWER 8. DUCT SEALING - SEAL ALL DUCTWORK AIRTIGHT AT JOINTS, SEAMS AND ACC AIR COOLED CONDENSING UNIT STORM WATER SYSTEM CONNECTION TO EQUIPMENT, WITH 3M EC-800 MASTIC OR APPROVED EQUAL. C� CD CEILING DIFFUSER SK SINK - COMPLETE NEW STORM LE , 1=1:5 AND GUTTERS TO UNDERGROUND PVC ALL DUCT SHALL MEET THE STANDARDS OF MC603. COND. CONDENSING SP STANDPIPE SANITARY WASTE TO DRY WELLS 9. CONTROLS - EACH HEATING AND COOLING SYSTEM SHALL BE PROVIDED CLG CEILING V.O. VALVED OUTLET WITH THERMOSTATIC AND HUMIDITY CONTROLS. THE CONTROLS SHALL BE 7 CFM CUBIC FEET PER MINUTE HOT AND COLD WATER COMPONENTS VTR VENT THRU ROOF DAY PROGRAMMABLE AND CAPABLE OF TO SET BACK OR TEMPORARILY S W WASHER SYSTEM TO ALI. FIXTURES. COD CABLE OPERATED DAMPER COMPLETE NEW INSULATED HOT AND COLD lh'ATER PIPING DISTRIBUTION OPERATE THE SYSTEM TO MAINTAIN ZONE TEMPERATURES DOWN TO 55 DEG DR DRAIN F. OR UP TO 85 DEG F. EXIST. EXISTING WC WATER CLOSET - TWO (2) STAINLESS STEEL INDIRECT DOMESTIC HOT WATER HEATERS. - NEW CARBON AND SEDIMEN I HOUSE FILTRATION SYSTEM. 10. MAINTENANCE MANUALS - OPERATING AND MAINTENANCE MANUALS ARE FAI FRESH AIR INTAKE TO BE PROVIDED TO THE BUILDING OWNER BY THE MECHANICAL FC FLEXIBLE DUCT CONNECTION GAS SYSTEM CONTRACTOR. MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR I.W. INDIRECT WASTE - NEW LPG TANK AND DISTRIBUTION TO BOILERS, POOL EQUIPMENT, EQUIPMENT AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE. KX KITCHEN EXHAUST APPLIANCES, AND EMERGENCY GENERATOR. REQUIRED REGULAR MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND LBD LINEAR BAR DIFFUSER INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL SHALL INCLUDE THE TITLE OR PUBLICATION NUMBER FOR THE OPERATION AND LBD LINEAR BAR RETURN 3) ELECTRICAL SYSTEMS MTD MOUNTED MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF PRODUCT. TX-1 TOILET EXHAUST FAN NO:1 ELECTRICAL SERVICE 11. HEATING AND COOLING LOAD CALCULATIONS - HEATING AND COOLING TYP. TYPICAL - NEW 400 AMP/1 PHASE .INDEPGROUND SERVICE 'WITH SERVICE SWITCH, LOAD CALCULATIONS HAVE BEEN CONDUCTED, AND ARE IN ACCORDANCE WITH TBD TO BE DETERMINEDMETER CABINET AND 400 AMP Dll-_T PANEL. ASHRAE/ACOA 183 STANDARDS. OAI OUTSIDE AIR INTAKE VD VOLUME DAMPER POWER DISTRIBUTION 12. SHUTOFF DAMPER CONTROLS - BOTH OUTDOOR AIR SUPPLY AND WMS N/IREMESH SCREEN NEW POWER PANELS WITH uI ;TRIfBUTIOP� TO ALL MECHANICAL, POOL AND EXHAUST DUCTS SHALL BE EQUIPPED WITH MOTORIZED DAMPERS THAT WILL ELEVATOR EQUIPMENT, AND TO CONVENIENCE OUTLETS AND APPLIANCES. SHUT WHEN THE SYSTEM OR SPACES USED ARE NOT IN USE. LIGHTING SYSTEM 13. SERVICE WATER HEATING - SERVICE DOMESTIC GENERAL NOTES ) WATER HEATING EQUIPMENT SHALL BE PROVIDED WITH CONTROLS TO ALLOW A SET POINT OF 1. SCOPE OF WORK; - CONVENTIONAL LIGHTING T 4:i. LIL=I FTsC FIXTiJRES, SWITCHES AND 110 DEG F. AND 90 DEG F. FOR OTHER OCCUPANCIES. FURNISH AND INSTALL COMPLETE MECHANICAL/ELECTRICAL/PLUMBING SYSTEMS AS INDICATED ON THE PLANS AND MEP SCOPE OF COVER PLATE AS PER ARfIH!TEC- l± SPECIFICATIONS. EXTERIOR AND WORK. LANDSCAPE LIGHTING. 14. SERVICE WATER HEATING HEAT TRAPS - WATER HEATING EQUIPMENT NOT SUPPLIED WITH INTEGRAL HEAT TRAPS AND SERVING NON CIRCULATING 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE CODE, LOCAL FIRE DEPARTMENT RULES AND TELECOMMUNICATIONS SYSTEJ:#;; SYSTEMS SHALL BE PROVIDED WITH HEAT TRAPS ON THE SUPPLY AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. - TELEPHONE/DATA/INTERCOM SYSTEM WITH MAIN PANEL LOCATED IN DISCHARGE PIPING ASSOCIATED WHIT THE EQUIPMENT. PUMPS SHAL HAVE BASEMENT AND (2) CAT 5 HOI`AE RUNS TO TELEPHONE OUTLETS IN ALL CONTROLS THAT MANAGE OPERATION OF THE PUMP AND LIMIT THE 3. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF ROOMS. TEMPERATURE OF THE WATER ENTERING THE COLD WATER PIPING TO 104 BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING LOCAL AGENCIES. DEG F. 4. BEFORE SUBMITTING BIDS, G.C. AND ALL TRADE CONTRACTORS SHALL VISIT THE SITE TO EXAMINE EXISTING CONDITIONS, /,ND CABLE TV FAMILIARIZE THEMSELVES WITH THE SCOPE OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT UP DURING THE BID PROCESS. - CABLE SPLITTER PANEL LOCATED IN BASEMENT WITH COAXIAL CABLE MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK HOME RUN TO PLAYROOM, SUITE, LIVING ROOM, KITCHEN, STUDIES AND ALL SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. BEDROOMS, AND HOME RUN FRO':" ROOF SATELLITE DISH TO BASEMENT PANEL. 5. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, BUILDING MANAGEMENT OR BOARD OF DIRECTORS. SECURITY SYSTEM 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED - FULL HOUSE SECURITY SYSTEM CONSTRUCTION AREA. THE, CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR LIGHTNING PROTECTION. REMOVAL TASKS. THE COIJTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. - FULL PROPERTY LIGHTNING PROTECTION (SEE NOTE ON DWG. SU-1) 7. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 4) EMERGENCY GENERATOR PLUMBING, ELECTRICAL, ETC. - STANDBY GENERATOR, EXTERIOR PAD MOUNTED, PROPANE GAS FUEL WITH 55 8. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 4 SOUND ENCLOSURE. - THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 240V/1 PH SERVICE ENTRANCE RATED AUTOMATIC TRANSFER SWITCH. - EMERGENCY CIRCUITING DISTRIBUTION WIPING TO HEATING SYSTEM 9. ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN COMPONENTS, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. APPLIANCES, EGRESS LIGHTING AND OTHER CRITICAL HOUSE COMPONENTS 10. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, PREPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. ISSUE REVISION DANT 1� 1 EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL&S E. DATE: 7/23/18 ARCHITECT / ENGINEER ANAVI RESIDENCE MECHANICAL COVER ��°F "Ewr SCALE: AS NOTED � ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, �Q' ,�P1i00 1 11.15.17 DOB FILING SET CONSUL O ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS SHEET DRAWING BY: B.Y. 2 7.23.18 BID SET16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- CHK.BY: G.D. ENGINEER'S, P C 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE r ✓' ¢ DWG.NO.: 3 08.14.18 DOB FILING SET NEW YORK, NY 10013MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED ` + 4w 30 W. WAUKENA AVE CUTCHOG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS - 2 PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR F� �g113 �_1 00 .00 OCEANSIDE, NY 11572 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE P �' WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN E$SION 516-594-423 E ,' ' :' `` ; ea;ks�Iri I�VC�.00111 PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER LIGHTNING PROTECTION NOTE: 1) PROVIDE A SEPARATE QUOTE FROM A CERTIFIED 2) THE LIGHTNING PROTECTION SYSTEM SHALL BE A \ /� LIGHTNING PROTECTION INSTALLER. COMPLETE WHOLE HOUSE SYSTEM INCLUDING: LIGHTING LOCAL REP: RODS, CONDUCTOR CABLES, GROUND ELECTRODES, NORTHEAST LIGHTNING PROTECTICN, LLC UTILITY BONDING CLAMPS AND SURGE PROTECTION. ,(� 10 PETERS ROAD BLOOMFIELD, CT 06002 3) THE LIGHTNING PROTECTION SYSTEM SHALL MEET \ �' a TEL: 800-243-0010 ALL APPLICABLE CODES AND STANDARDS, INCLUDING �J 0 FAX: 860-242-1266 UNDERWRITERS LABORATORIES, INC CODE 96A, O WWW.NORTHEASTLIGHTNING.COM NATIONAL FIRE PROTECTION ASSOCIATION CODE 780 \ F� AND LIGHTNING PROTECTION INSTITUTE CODE 175. hoA �?`�y, /� j POWER FOR S LANDSCAPE QQo \ O i LIGHTING (TYP.) Spy O \, PROPOSEC SEPTIC / / SYSTEM ° O ,06ti/ i O (COORD. W/ARCH.) 70 \ Q ° / NEW 1,000 GAL. � J UNDERGROUND ' PROPANE TANK /\ 16A"" \sb (SEE GAS RISER DGM) ' \\ _ /4- c0l 3 .0,0000 22 � g /001 8 Jw�� G o• LOCATION OF AC CONDENSING 1� / / c, % Q�oQ o0 ova % % / �0�1$.;�\G�e� UNffS ?'- �0��yA. / G�JO o�a \ 7 ` Pit ` ��o ✓ 10, �` 4r / // / fro 55 5� :Y A A 10 \ / / PGG � \ �O \moo pGG� �0 \' QQOe•j•OJG� \ / 6A, \\ � �, / / / / 5 ' O Gp �G �i 'i Qf \ ' /oe be 2. C_�O o,��p �Q� w 10 0 011 / F o �• 16��G. 02 SITE PLAN LEGEND zse�e � GSANITARY SYSTEM ELECTRICAL SERVICE METERING EQUIPMENT AS SPECIFIED eP 1 SEE SITE CIVIL PLANS FOR EXACT LOCATIONS & BY UTLffY COMPANY REGULATIONS. y5�� SPECIFICATIONS O A Pv y ` PGG �550� LANDSCAPE LIGHTING J-BOX. PROVIDE DEDICATED CIRCUIT. Og UNDERGROUND ELECTRICAL CONDUIT. RUN IN SCHEDULE 40 PVC PIPE. COORDINATE EXACT POWER FOR MOTORIZED GATE LOCATION OF ALL POWER AND LANDSCAPE LIGHTING RUN SEPARATE UNDERGROUND CONDUIT FOR GATE KEYPAD • i - -_-- WEATHER PROOF JUNCTION BOXES WITH ARCHITECT. 10 COMMUNICATION LINK. COORDINATE WIRE SIZE AND TYPE �1 WITH GATE VENDOR. � 3 WATER METER VAULT "OLDCASTLE" DT201 AS PER WATER O� O PROVIDE 2 CAT6e CABLES IN 1" SCHED 40 CONDUIT. \— �}, i V CO. REGULATIONS 11 ( ) DO NOT OVERLAP CONDUITS IN TRENCH AND MAINTAIN / ® NEW 1,000 GAL PROPANE TANK MINIMUM 6" SEPARATION BETWEEN CONDUITS. 0 1 1 CW SERVICE LINE \ 5 GAS FEED MIN. 3FT BELOW GRADE © " 2 yi0 b / , b, O `��Ab N• 1© POWER FOR LANDSCAPE LIGHTING. LPG STAND—BY GENERATOR. MAINTAIN SET BACK TO LOT \ LINES AS PER LOCAL ZONING LAWS, AND 36" CLEAR ALL 14 STANDBY POWER FEED FROM GENERATOR TO ATS AROUND GENERATOR FOR SERVICE o()c�Oo 07 UNDERGROUND ELECTRICAL SERVICE FEEDER CONDUITS. �.\ D� 2�\ APPROXIMATE LENGTH FROM TRANSFORMER TO ELECTRICAL VAULT (SEE DWG. E-300 FOR RISER DIAGRAM) Opp ` 2c 70 02 �6 O '--POY/ER FOR 61 • �, `0P`\ \ LANDSCAPE LIGHTING (TYP.) 0 O \. \ \ 0 SITE PLAN \ 1•-20 SITE UTILITIES PLAN 0100 SCALE: 1" = 20'-0" ISSUE REVISION D�ANTON 10 EVAN AKSELRAD GENERAL NOTE. SHEET: SEA ltpwEEi,y DATE: 7/23/18 ARCHITECT / ENGINEER ANAVI RESIDENCE SITE UTILITIES PLAN �P ��O , T �'9 SCALE: BY: B . � , � p� ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, � O,y '� 1 11.15.17 DOB FILING SET C0 N S U L `a s I� ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DRAWING BY: B.Y. 2 7.23.18 BID SET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- a fr CHK.BY: G.D. 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE C� � �} w 3 08.14.18 DOB FILING SET E N G I N E'w-_L .C. w DWG.NO.: ! € s, ` NEW YORK, NY 10013 CUTCHOGUE, NY 11935 AND PRODUCED FOR THE E SOLE USE ON AND IN CONNECTION DWITH VTH THIS ��O N / 07 10 30 W. WAU I SEI AVE PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR ,9 NPS, S U—1 00.00 OCEANSI D , °''E "15f'r 91 7.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE FE$S1� E��" �' - _ � '.>>��.% eakselrad@llve.com IIVe.001T1 WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN 516-594-42t) _ :< PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER 3/8" HANGER ROD NUT j I I - -- HANGER RODS ADD '�_;ERI'°ATC1 - PLUMBING SYMBOL LIST PLUMBING FIXTURE SCHEDULE lif WATER FILTRATION FOR 1 1/4" TO 3 1/2" PIPE USE 1/2" 0 ROD S/W SOIL OR WASTE PIPING FIXTURE HW CW WASTE VENT REMARKS • 4" " 5" " 5/8" » ------ V. VENT PIPING " 6" " 5" " 3/4" - C.W. COLD WATER PIPING WATER _ 1/2" 4" 2" SPECIFIED 8" " 12" " 7/8" " "ENVIRONMENTAL WATER SYSTEMS" -- H.W. HOT WATER PIPING CLOSET BY ARCHITECT STAINLESS STEEL INDIRECT DOMESTIC HOT WATER HEATER SCHEDULE "WEIL MCLAIN" AS STD. 15" " 1" 0 „ M0. E JS-1354-1Y" ---- H.W.R.HOT WATER RETURN PIPING LAVATORY 1/2" 1/2" 2" 2" SPECIFIED CT PIPE SPACER SLEEVE G G. GAS PIPINGI BY UP T O 50 GPM UNIT MODEL NUMBER CAPACITY HEIGHT DIAMETER BOILER GPM HEAD LOSS FOR 6" PIPE AND OVER SINK 1/2" 1/2" 2" 2" SPECIFIED - S/W EXISTING SOIL OR WASTE PIPING BY ARCHITECT GALLONS 0 180 DEG F FT-HD FOR PIPES 1" & SMALLER " V. EXISTING VENT PIPING FOR PIPES 1 1/4" TO 15 - CIFIED C.W. EXISTING COLD WATER PIPING BATHTUB 3/4" 3/4" 2" 2" SP YEARCHITECT DHW-2 AQUA PLUS-105 109.4 59.75" 30" 14.0 7.1 COPPERIZED FOR DIRECT CONTACT __ H.W. EXISTING HOT WATER PIPING HANGERS ON COPPER TUBE OR CALCIUM SILICATE OR POLYURETHANE H.W.R. EXISTING HW RETURN PIPING SHOWER 3/4" 3/4" 2" 2" SPECIFIED BRASS PIPE. ON LOWER HALF OF PIPE G G. EXISTING GAS PIPING BY ARCHITECT RECIRCULATING PUMP HANGER AS ABOVE WASHER/ 1/2" 1/2" 2" S 2" SPECIFIED GATE OR BALL VALVE DRYER BELL & GOSSETT FART VAPOR BARRIER BY ARCHITECT >� QUIET TYPE CHECK VALVE NO. LHB08100106, 11'80 ARC SHEET METAL 12 TO 16 GAUGE,MIN. 4' EACH SIDE OF HANGER. CLEANOUT j MODEL e —4--/BTPRZ FPHB FROST PROOF HOSE BIBS » BALL VALVE (TYP.) '� 120V/28WATTS, WITH 1Y Y V.B. VACUUM BREAKER TIMER & AQUASTAT WATER j 1 NEW CONNECTION (N.C.)ALIGNM EXISTING WOOD SYSTEM 7 CAPPED -� y2" Y" HWR IN CHECK VALVE TYP. AD AREA DRAIN CONSTRUCTION I SCREW GALVANIZED �� BD BIDET �-- 1y2" 1h" CW IN IRON HANGER TO JOIST \\\ 3/" HOSE BIB (TYP.) BT BATHTUB VACUUM " UNION (TYP.) D DRYER BREAKER — —I 1Y 1y" HW OUT DW DISH WASHER 1 FD FLOOR DRAIN FLOW/CHECK VALVE BACKFLOW L ISOLATION VALVE IW INDIRECT WASTE W/WEIGHTED SEATS TO I PREVENTOR I LAV LAVATORY � PREVENT GRAVTIY CIRCULATIONS I EXPANSION TANK NEW NEW FIXTURE BOILER I AMTROL, MODEL ST-12 REL RELOCATED & REPLACED FIXTURE WATER I I WEIL-MCLAINE RPL REPLACED FIXTURE SUPPLY AQUA PLUS 105 RM REMOVE SH SHOWER i $ SK SINK _ jj SP STANDPIPE cm 1" SPALL T'� FLOOF C AIh� V.O. VALVED OUTLET SCREW ANGLE VTR VENT THRU ROOF ISOLATION HANGER IRON TO JOIST 4 W WASHER VALVE RODS 4 CONCRETE PAD WC WATER CLOSET UNION 1" x 1/8" GALVANIZED IRON HANGER (DUCT TO 60" WIDE) BOILER WATER ��- — RETURN 4" CONC PAD j FLOOR DRAIN VALVE PIPE HANGING DETAIL fPNOT OLE HOUSE WATER FILTRATION SYSTEM PLUMBING SYMBOL LIST & SCHEDULE INDIRECT DHW HEATERS PIPING DETAIL NOT TO SCALE TO SCALE �li NOT TO SCALE NOT TO SCALE i I BOW VEIN'T-INSTALL AS HIGH AS POSSIBLE TO UNSERSIDE OF COUNTER j SINK CONNECT TO VENT SYS-EM IN CEILING j2" 2" FLOODSTOP FS3/4H-90 AUTO SHUT-OFF 2" f SYS W/ SENSOR 3/4" MOTORIZED BALL VALVES ON H&CW INLETS, RECESSED WALL 21f MOUNTING KIT & STAINLESS STEEL BRADED j I Y4" H&CW FEEDSHOSES I FLOG I I 69.50" 3 g' 2" SYMMONS LAUNDRY MATE - :' - . 't: > �-�1'ka ! 2" VACUUM BREAKER- 'FEBCO"MO. 788 -3/4", MFA f: 314-98-M 2 2" 28.14 2"VENT TO SANITARY SYSTEM WASHER DRAIN Lj HOSE IN WALL I STAINLESS O®umuwuv STEEL BRAIDED 92.82" HOT & COLD 27 2" MAX— cc: WATER HOSESD—a DISHWASHER DRAIN HOSE IN WALL7 z"- 55" 6"ABOVE RIM � FRH WASHEe - ° "KINETICS" 00 00-�- MOASP 2'X2" P-TRAP ELASTOMERIC - ISOLATORS WATER SENSOR I (TYP OF 4) 2" WASTE 15"-19" GALVANIZED SHEET Da TO DRAIN 1-4 METAL DRIP PANI BY BOWL MANUFACTURER GALVANIZED WITH WATER ALARM DRAIN PAN OR N0�' 1 �" x 2" P-TRAP IF TILE BASIN W/ 1) LENGTH OF DRAIN & FILL HOSES A�! HOSE CLAMP I I -- ---i---- _ p CURB SHALL BE SUFFICIENT TO ALLOW WASHER REMOVAL. NOTES: 1. ALL FITTINGS EXPOSED TO VIEW SHALL BE CHROME OUTLET E PLAT,ED. 2. PROVIDE OPENING IN CHASE WALL TO ACCOMODATE CONCEALED DRAIN HOSE. 3. LENGTH OF HOSE SHALL BE SUFFICIENT TO ALLOW FOR REMOVAL FROM, CASEWORK. ! I I I ' I I 5 WASHER INSTALLATION DETAIL ISLAND SINK AND DISHWASHER DETAIL 7 WALL MOUNTED WATER CLOSET DETAIL -- - - -- -- --- - - - -- - ------- - OT TO SCALE NOT TO SCALE NOT TO SCALE N EVAN AKSELRAD GENERAL NOTE: SHEET: SEAL&SI DATE: 7/23/18 ISSUE REVISION D'ANT :� 11- '`�OF NEw ARC H I T E CT / ENGINEER ANAVI RESIDENCE PLUMBING SCALE: AS NOTED r T ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, .tP p O 1 11.15.17 DOB FILING SET CONSUL 0 I I ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DETAILS & �� ''^'rOy '9 DRAWING BY: E.C. 2 7.23.18 BID SETDRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- I NOTES CHK.BY: G.D. 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE r N 3 08.14.18 DOB FILING SET ENGINEERS , P" NEW YORK NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED n SAI DWG.NO.: CUTCHOG U E NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS 30 W. WAUKENA AVE PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR f�`Q OTO`�ZO P-200.00 OCEANSIDE, i�Y 11572 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN fiE$$ION 516-594-42t � �`. 117,71 Tr eakselre� Iive,com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER I II STACK P1 STACK P2 STACK P2 4"VTR 4"VTR 4"VTR JiL JiL J ' L ROOF I 14" 1410 1 1 I 1 I I 1 1 I I 2" 2„ ( 2" 2" 2„ I 2" ' I E---I--�---------�---� �------�-----r---I----L--T------rte I 1 I I I I I I I I I I I I 12" 12" 1201 12„ 1201 1201 121? 1201 1219 1201 12" 12" 14" 1I I I I I I I I 1 I I � NEW 1 1 NEW I I I I I I ( NEW NEW 1 LAV I I LAVI I I I I I LAV LAV 1I I I I I I I I I I NEW I I I I I NEW I 1 1 I I WC I I NEW I NEW I In INEW I BT NEW NEW I BT SH SH I 1BIDET 1 1 �. ! I I 1 1 201 1 2ND FLR 1 4" 2" 2" I I 201 4„ 2» I 1 I I I 1 1 i I 1 1 i , 1 BATH MASTER BATH MASTER BATH BATH I2„ 204 206 I 206 210 1 1291 401 4" 12„ 2_ 201 2" I 2" 201 1 201 201 I 2„ 2" -J - -- ----L-- -- ---I----- �— ----�--�— ------I----- -,-- r---- ------------�—r— I-- -------- Ij I I I I I 1 I I 201 1201 12„ 1201 12„ 12„ 1 1201 1201 112" 12" 12„ 1211 2"1 I I I I 1 NEW I I ! NEW I NEW 1 I BAR I NEW 1 1 NEW I NEW I I I I NEW LAV I LAV I I SK I SK 1 1 SK 1 LAV I I I I SK II I I I I I I I I 2 I.W. NEW 1 1 NEW ( I NEW I I I I I 1 I DW I I DW I I 1 W I W NEW I I I I 1 I I I I I I I I NEW NEW I I IWC I I I I I I I I I I 1 I I WC I I BT I NEW I I I 1 I I I I 1 I SH I 1 I 1ST FLR Lr I', I 401 1 I 2" 201 2" ( I I 4" 2" 12" 4" 1 n KITCHEN KITCHEN I2 POWDER RM LAUNDRY BATH 1 102 102 1 104 107 105 1 41' 1 401 39p j I I i 2 2 n —J 1 L— 2„ 1201 12" 12„ 12 1 I I „ 2" I I I I NEW 1 1 1 EXIST. LAV I I 1 SK I 777 NEW1 r-- 4 F.A.I I IWC 1 NEW SH 1 3"FD I 3"FD I I C.O. BASEMENT 7NLIL\ I I jI 4„ 401 4" 4'' 4" 401 I TO SEPTIC BATH MECH SYSTEM 002 004 D5 RISER DIAGRAM NOT TO SCALE EVAN AKSELRAD E L RA D SHEET: SEAL&SIGN E: DATE: 7123118 ISSUE REVISION DANT -� , � GENERAL NOTE: ARC R I T E CT ! ENGINEER ANAVI RESIDENCE SANITARY CPN �o o Ew k SCALE: AS NOTED ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, 1 11.15.17 DOB FILING SET N �' ;z: U ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS RISER c., ��'' �u'To 9 DRAWING BY: E.C. 2 7.23.18 BID SET _ DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD DIAGRAM CHK.BY: G.D. rr N ^-� N6 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE 3 08.14.18 DOB FILING SET ` v I ' ` E£-� 7 P.C.P MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED DEVELOPED r ITE DWG.NO.: NEW YORK, NY 10013 CUTCHOG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS " 30 W. WAU KENA AVE PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO ORP-300.00 OCEANS I DE, Y 5 a7 9 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN �FSSlQNP� 516-594-4284 (Job 11 '72E�) � eakselrad@,,I;,ve.com AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER ROOF I NEW NEW NEW NEW LAV LAV LAV LAV NEW NEW WC NEW NEW WC I NEW BT NEW BT BIDET �H I I I I L___j I _ I I 2ND FLR 4 - - —� — f4Y4 - - I I „ Y4,r BATH S-N /a MASTER BATH I MASTER BATH 204 1 206 I I 206 I II I II II I �I I NEW NEW NEW I BAR NEW NEW I NEW NEW LAV LAV SK SK SK LAV SK T __ NEW NEW I I NEW DW DW W NEW I NEW BTW NEW WC 1 4" � WC SH _ o I I I I I I I I I I 11ST FLR Y4„ - - — _ 3Y4,r _ �� - - — ,— — H&CW �— H&CW H&CW „ 1 34" MANIFOLDS #3 1 3/" MANIFOLDS #2 MANIFOLDS 11 _ _ — — Y44 — — KITCHEN �— — IF I POWDER RM LAUNDRY BATH I „I I rr „I — — �1 � — — 11 1 3 105 I I 102 I ,r _ 104 107 1 4" ! rs 3 4 € a " I I i :r I I ! I I 1Y41? 1Y290 I 1" 1Y r' 1Y" 1Y" _ _ — — 1Y"----------------------- -�- - - - - �- - - - y„ Yr, _ 11Y" 1 , 4r— �4' _ 1Y291 — — I— HWR CIRC PUMP I� 41 1Y"I NEW I I EXIT. LAV SK NEW 1Y" DOMESTIC I NEW I I �- SERVICE WC NEW - 2" - — BT I L___j I BASEMENT (2) INDIRECT HOT WATER FILTRATION HEATERS SYSTEM BATH 002 1 4CW RISER DIAGRAM NOT TO SCALE- D'AN T EVAN AKSELRAD SHEET: SEAL�� r DATE: 7/23!18 GENERAL o e ISSUE REVISION ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, HW & CW �c,Q' ,� go 0, 0,9 SCALE: AS NOTED � � ARCHITECT / ENGINEER ANAVI RESIDENCE CONS ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS RISER y �� y '� DRAWING BY: E.C. 1 11.15.17 DOB FILINGa SET o 2 7.23.18 BID SET �" 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- DIAGRAM � r � CHK.BY: G.D. ENGINE�. S g P.C. 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE 3 08.14.18 DOB FILIN13 SET NEW YORK NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED n = DWG.NO.: CUTCHOGU E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS P- 30 W. WAUKE* Wkz r x{•00 00 PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR OA p91 � OCEANS I D , �=< f ` =r � 917.639.0301 (1) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE 9p E'SS,pNP� '? 7 "� eakS�I�� IIV�.COm WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN 516-594-4284 (Job # e 726r PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER CRASH POST 3" MIN. CONCRETE WHEN LOCATED IN a a VECINITY OF a 3" TO 6" VEHICHULAR TRAFFIC — — — — — _ - - - - - - - -- - - — I -III-III—III _ - -III-III GAS LOAD CALL II�IIIII�IIIII�IIII� �IIII��IIIIIIIIII�II I—IIIA I—I�I � BOILER B-1 300,000 BTUH = I-I I I- 12" 12" -I I I-I (- EARTH —Lrf � GAS RANGE 90,000 BTUH I =III—III- = TANK END III—I I—III—I =I I=III= 11 F9 BBQ 40,000 BTUH I I I I I I I I I I STAND—BY GENERATOR 129,700 BTUH -III -III, =11 II��IIII��IIII��IIII��III��III�� 11 SACRIFUCIAL ANODE (MAGNESIUM BAG) TANK SIZE UNDERGROUND APPROX. EXCAVATION TOTAL: 559,700 BTUH INSTALL JUST BELOW TANK DIMENSION DIMENSIONS BOTTOM TANK 1,000 GAL 16'8" X 3'4" 18'0" X 5'6" 2 DETAIL OF UNDERGROUND PROPANE TANK NOT TO SCALE 2ND FLR PRESSURE GAS GAS REGULATOR EMERGENCY RANGE BB & VENT LINE GENERATOR 90,000 BTUH 40,000 BTUH 7771717= X333= GROUND 1Y" 1 ST FLR LJI I 1Y" 1Y"2 z j 2„ 2„ 1Y„ 1 y„ lit 1,000 GAL. 1" I � NEW 1 .000 GALLON PROPANE TANK BASEMENT I (TANK TO BE BURRIED AS PER LOCAL & STATE REGULATIONS.) B-1 GAS BOILER i I I I 1 LP GAS RISER DIAGRAM NOT TO SCALE REVISION ANT � � EVAN AKSELRAD GENERAL NOTE: SHEET: SEAL&SI DATE: 7/23/18( SSUE ` � ARCHITECT / ENGINEER ANAVI RESIDENCE � � �� GAS RISER �� /- SCALE: AS NOTED II ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, �,P O O 1 11.15.17 DOB FILING SET CONSUL € p N G ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DIAGRAM �� rod 9� DRAWING BY: E.C. 2 7.23.18 BID SET ` e 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- CHK.BY: G.D. 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE 3 08.14.18 DOB FILING SET E N G I N � z P.C. NEW YORK NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED d. S1. DWG.NO.: f C UTC H OG U E NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS 30 W. WAU��,:N. AVE � PROJECT AND NONE OF THE ABOVE MAYBE DISCLOSED OR GIVEN TO OR �® 9qp .� P-500 .00 OCEANSIDE, NY 11 1572 91 7.689.0301 (t) — , USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE 9 �� R`__t f_:, �a�cSelri IIv .COm WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN �SSIONP 516-594-42: 3 �= r @li PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER - DWH-1 Fj_t F -1 — _—+ INDIRECT FIRED DOMESTIC WATER HEATER STORAGE TANK I 22x10 RETURN AIR HEAING PUMP j DUCT FROM ABOVE BANK / STORAGE / MECHANICAL B_1 - LP GAS FIRED 4 HOT WATER BOILER 4"0 BCILER VENT 4"0 CCMBUSTION AIR \ \ 1 INTAKE UP — — — LI22x10 RET. DOWN 22x10 SUP LY r— AND CONN. TO AC 1" ACOUSTICAL DUCT UP L — 22x10 UNIT INTAKE 14x6-LBCD NING (TYP) 5"0 ERV SUPPLY _ "0& � \ �\ 180 CFM FROM ABOVE - - - - - - - - - - - - 8x6- - - - - - - -- -- -- - - 4 1" ACOUSTICAL 22x10 y X LINING (TYP) 6x6-C5 S-A „ 40 CFP 11 8x6 HC-1-1 STORAGE DUCT MTD. HOT i5 WTR HTG COIL 12x4-LBCD AC-1-1 24x12-LBCR II f I ! ! ° 75 CFM VERTICAL MOUNTED 600 CFfA 8xG AC UNIT WITH DUCT AC-B-1 MTD. HOT WATER - - - - - - - - - - - - - 8x6 14x6-LBCD -" y HEATING COIL. UNIT VERTICAL MOUNTED AC UNIT MOUNTED MOUNTED ON ANGLE 180 CFM LIVING AREA 24x12-LBCR ;� ! I ON ANGLE IRON IRON STAND O O 3 600 C Ft` T I ' 1-12x8 STANDS L1112vx!Ci IL AC,-- --iL AC/HTG T ,_z,44 (ZONE B-1) 11 , -- - BRANCH DUCT 20x10 RET. DOWN — - = 18x8 14x6-LBCD RUN BTW. CLG. AND CONN. TO AC 12x4-L'C' 180 CFM JOISTS (TYP.) UNIT INTAKE 18x8 75 CFM - - - - - - - - - - - - - - - — I HAIL 1 - - - - - - - 8x6 � I 6 x 6-C R-B 40 CFM 1" ACOUSTICAL 14x8- LINING (TYP) i I 14x6-LBCD it 180 CFM 8x6 5"0 ERV RET. -- - -- AIR UP ~- - -- -- -- - - 5"0 ERV SUPPLY AIR FF. ABV. 6x6-CS-AT I20x8 SUPPLY 40 CFM DUCT UP 24x - x =------ 14x6-LBCD 350 CFM Ili IV °� 20x8 I I • . I — — -- I r► -1-2 160 CFM _ _ _�_ _�_ ?___ "� � DUCT MTD. HOT - - - - - - - - - - - - - - - W' _ $x6 20x81 WTR HTG COIL 6x6-CD s rL„ —1 40 CFM 5 - 20x6 RETURN BEDROOM �� >, j8 AIR DUCT FROM 6x6-CS� � ABCVE 40 CFM f 1" ACOUSTICAL LINING (TYP) 14x6-LBCD 20x8 160 CFM — — — — — — — — - - � _.— 6x6-CR-B - - - - - - - - - - - _ 20x81 8x6 - - ' 20x8 RETURN DOWN AND CONN, TO AC UNIT INTAKE W2-7a 42 II/ AC-1-2 — -- VERTICAL MOUNTED BATHROOM AC UIJIT WITH DUCT 2 MTD. HOT WA•I•ER HEATING COIL. UNIT MOUNTED ON ANGLE IRON STAND 1 BASEMENT MECHANICAL PLA MI i 00 SCALE: 1/4' = 1 0-0" ISSUE REVISION D'ANT0N 1O EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL&SIGNATURE: pA CONSU ��TIL ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, BASEMENT �oFNEw S� SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, j- 1 11.15.17 DOB FILING SET ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS MECHANICAL PLAN �'�P ,000, ro 0,9 C 2 7.23.18 BID SET16 JAY STREET 9820 NASSAU POINT RD. DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- E N G I N E P.C. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE r `t 3 08.14.18 DOB FILING SET 5 NEW YORK, NY 10013MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED �j ` ir 30 W. WAU� E'=` AVE CUTCHOG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS m + PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR N OCEANSIDE, ' '� ' ' f 91 7.689.0301 (t) — USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE f. 'S eakselrad@live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN 9 �ESS�ONP� 516-594-42F:3 , ; . �` = t ;'` PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER 8"0 KX DUCT BETWEEN CEILING JOISTS INDUCTION 14x6-LBCD 12x6-LBCD KX-1 COOK TOP 150 CFM 120 CFM WALL MTD. --- EXHAUST FAN 14x6-LBCD DROP ACC-4 , 150 CFM � � II II EXHAUST WALL AIR COOLED CONDENSING UNIT ON MIN 4" CONCRETE PAD SERVING AC-2 _ 10x5 10x5 CAP WITH ACC-1 ---- ---- 1 07 8x5 1 BIRDSCREEN ----- 10x5 12x6 — AIR COOLED CONEENSING - - - - -- - -- — — - - - - �' 22x10 RETURN 11 4" 4110 D� DN. UNIT ON MIN 4" AIR DUCT DON _ TO DRfER CONCRETE PAD E ING 4"0 BOILER VENT 1 AC-B-1 IN i 4"0 6MBUSTfo I R I INTAKEFR. BELOW OFF 1'-O" SET & UP 2'_0" ACC-3 —� KITCHEN AIR COOLED CONDENSING UNIT GARAGE -- — 21-4" ON MIN x12—LB CONCRETE. PAD 108 1 SOUND 6" � 1 � I 2'-0" 1'-0" SERVING C-1-2 LERV x 50 CFM 2 -0 14x6—LBCD INING (TYPICAL) RET. UP 2x10 SUPPLY 1 16x6 180 CFM UCT FROM &�---- — — — — — — — — 8x66 � SUPPLY FR. I INN [5„� FLOW 18x6 1 122x101 16x6 �� ENTRY 1 —O 1 —0 ABV. 5” DN ' 24x10—LBCR 1 \ 101 s F 1" ACOUSTICAL 55C CFM �' — — — — ACC-2 6"0 1 22x8 LINING (TYP) - - - - x4 8x5_? 1 AIR COOLED — — — — — — — — — x8 CONDENSING UNIT ON 22 BRANCH DUCT L — — — — — 6x6-CS-A 1 8x6-LBC D MIN 4" CONCRETE P D 180CFMJOISTS (TYP.)UN BTW. 40 CFM 80 CFM SERVING AC-1-1 1. " �° 5 � T x _ B �. ._:- - 8x6 _ I� 5"0 60-,CFM 1 6x6-(.S-A -{ - - - 1 x4 GREAT ROOM r,, `' t - - vrVE 6x6-LBCD -10x8 - -� POWDER ROOM 30 CFM 12x6—LB(;D 10q - --- — - - - - - - ----- 7,-� 130 CFM 14x6—LBCD =.x-01 _ 1 180 CFM AC/HTG) - - - - - - - - - - - - - - - - - - - -- - - - - -- — 18x5 8x6 I I I I I II I I 8x6 it-_-------- — ---, i � I - 12x6—LBCD — 125 CFM 1" ACOUSTICAL --�— GALLERY86 14x6 LBCD (TYP) , I 0 180 CFM - - - - - - - - - - f TYP —LINING 8x6 - - - - - - - - - " 1 12x6 6 1" 1" SOUND 1 LINING DOWN (TYPICAL) �_,_ ;� 2Qx8 SUPPLY I -Ii �- --DUCT FR. BELOW 1 8x5 — 1 12x6—LBCD 6x6—CS—A� 20x8 _ 16x6 — — 16x6 — J 125 CFM 14x6—LBCD — — 180 CFM 8x6 40 CFM - - - - - - - - - - - - - - - - - - - - - - - 22x8—LBR BRANCH DUCT AC-1-2 T380 CFM RUN BTW. CLG. FAMILY & HTG. JOISTS (TYP.) 1 0 4 412x6 — 12x6 1" SOUND IN_nNG 12x6 20x8 RETURN 14x6—LBCD (TYPICAL' +8x , BR — III AIR DUCT DOWN 180 CFM 8x6 + 5'>� UP 50 CFM 12x6 x8 8x4—LBCD - - - - - - - - - - - - - - - - 5,I l 25 CFM — - -� 1 l 14x6--LBCD11 8x5 8x5 140 CFMFf J BATH 1 0 J 5"0 8x4 12x4—CS—B 1 1ST FLOOR MECHANICAL PLAN 160 CFM 0101 SCALE: 1/4" = V-0" 6x6—CS—B 20 CFM 'ANTO 'O EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL DATE: 7/23/18ISSUEREVISION 1ST FLOOR Orr NEw SCALE: 1/4" = 1'-0° 1 11.15.17 DOB FILING SET CO N S U L I G ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, � A OD' r0 � E I ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS MECHANICAL PLAN g tO DRAWING BY: M.K. 9820 NASSAU POINT RD. DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- CHK.BY: G.D. Z 7.23.18 BID SET ENGINEERS P C 16 JAY STREET ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE '; � � �'� � DWG.NO.: 3 08.14.18 DOB FILING SET NEW YORK, NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED m 30 W. WAUKENA AVE CUTCHOGU E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS 2M-101 .0® PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR N OCEANSIDE; Illi l 1 1 5372 917.689.0301 (t) — USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE S 't,�_ "`""' ` eaks�ird�a l IVe.COt1'1 WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN �S10NP� 516-594-42 , %1 ` 4 € 26` PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER -6x6-CR-B 75 CFM lid iV 6x6-LBCD 40 CT__® 4"0 ILER VENT 4"0 C BUSTION AIR INTAKE FR. E MASTER BATH LOW AND UP 00 36x6-LB"R 14x6-LBCD 450 CFM' 5"0 UP 180 CFM 6"0 ERV REI. (TYPICAL) AC-2 FR. BEL. & UP 6x6- R-B ZONE 2 6x6-LBCD 6"0 SUPPLY FR. 50 C M (AC/HTG) 50 CFM ABV. AND DOWN MASTER CLOSET 14x6-LBCD 180 CFM 5"0 FR. ABOVE (TYPICAL) 8x8-LBCD 100 CFM MASTER BEDROOM 6XG-1-0-A _- I F_ 40 CRM AC-2 0,�24�x8�LBCR 14x6-LbCD ZONE 1 400 FM 12x6-LBCD A 135 CFM -A 190 CFM P P 6x 6j R �4 UPPER GALLERY F27-0:Lm 1 2x6-LBCDVJ 135 CFM 14x6-LBCD 90 CFM 36x6-LBCR 5"0 ERV RET. FR. BEL. & 5"0 UP 450 CFM . 6"O SLIPPLY FR. ABV. AND DOWN 12x6-LBCD 14x6-LBCD 135 CFM.A 170 CFM C-2 \-_,301-1-13C 340 CFM I ZONE 4 BEDROOrl (AC/HTG) AC-2 T AC-2 Z ZONE 3 ONE 5 (AC/ (AC/HTG) _5"O FR. BELOW AND UP 14x6-LBCD BATHROOM 14x6-LB 175CFMCDN 170 CFM BEDROOM 6x6-CR-B--\---- 60 CFM 6-CS-A 6x x6-Lp6D 5 �i0 CF35 CFM kA 14x6-LBCAD 175 CFM 2ND FLOOR MECHANICAL PLAN �O2 SCALE: 1/4" = l'-O" D'ANTONIO EVAN AKSELRAD GENERAL NOTE: SHEET: SEAL&SIGNATURE: DATE: 7/23118 ISSUE REVISION ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS,CALCULATIONS, DETAILS, 2ND FLOOR 0 r- N IV SCALE: 1/4" = 1 -0" 1 11.15.17 DOB FILING SET CONSULTING ARCHITECT / ENGINEER ANAVI RESIDENCE ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS MECHANICAL PLAN 00 0 DRAWING BY: M.K. 2 7.23.18 BID SETDRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- CHK BY: G.D. — 16 JAY STREET 9820 NASSAU POINT RD. ARCH ITECTENGIN EER. WHETHER THE PROJECT FOR WHICH THEY ARE 3 08.14.18 DOB FILING SET ENGINEERS , P.C. MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED cr DWG.NO.: NEW YORK, NY 10013 CUTC HOGUE, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS 30 W. WAUKENA AVE PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR N F p M- 1 02.00 OCEANSIDE, NY 1 -1572 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE OCJ WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN S1000, 516-594-4284 (Job f 17 2 6D eakselreadowlive.mm PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER 6x6 CONN. TO CEILING DIFF. BELOW \� — (TYPICAL) I 5„ 4"0 BOILER VENT 4"0 COMBUSTIO AIR INTAKE F M 5" BELOW DOWN RETURN AIR LINED PLENUM (TYPICAL) j 6"0 EXH. AIR UP TO 1 NT CAP AT ROOF. VD MIS. 18" ABV. ROOF I 4x6-LBCD — 1 x 18 CFM 5"0 FR. BELO`i'.'--�� I _ 8x5 14x6 --,1 7 1 5„ ERV- 5110-- 6"0 ERV RET. ENERGY FR. BEL. RECOVERY g"0 1 6"0 ERV VENTILATOR I\� 1 SUPPLY DON xi I 14x6-LBCD 1 -�-18x66„� —�” 8x8 OUTSIDE AIR 180 CFM 1 I' 8x5 INTAKE GRILLE AT x 18x8 — BOTTOM OF OVERHANG 14x6 �' — — — 5"� DOWN — 5" — — - — —18x8 Q 11 10x6 x � lfldl —i— (2) 4"0 16x6 CONN. TO R7-111.]RN 18x6 1 AIR PLENUM 4„0 BOILER VENTS / - -..I „ 14x8 1 4"0 COMBUSTION (2) 4 x "146 x6 AIR INTAKE _ — D — 1 -- LBCD 1 ' 8x6 FM 4"0 BOILER VENT 1 _ LMI40 COMBUSTION AIR - _ - - -- - — — INTAKE UP THRU ROOF & 3 - — — — 12x8 TERMINATE AS PER MFR'S '`"�'' �!CH1►�?I�EI' Q 124x121 — — — DIRECTIONS i I � BOX � � � i 12x HC-2 11 8X8 -- VD AT DUCT MTD. HOT 1 6"0 ERV 1 NECK WTR HTG COIL ! AC UNIT i I II SUPPLY DOWN "0 ERV RET MAINTENANCE # (SEE DETAIL) �R. BEL. AREA 18x8 I j 14x6 6"0 EXH. AIR UP TO — — — 20x8 x VENT CAP AT ROOF. 18x6 14x6—LBCD 8x6 HORIZONTAL MOUNTED AC 190 CFM MIN. 18" ABV. ROOF __LAID\� UNIT WITH DUCT MTD. HOT 8x8 OUTSIDE AIR _ __ — LINED INTAKE GRILLE AT ERV-2 20x10 PLENU WATER HEATING COIL. UNIT BOTTOM OF ENERGY RECOVERY s II \ I_ ` — II SUPPORTED FROM ROOF VENTILATOR 6 _ — _ _ _ _ — _ JOISTS (SEE DETAIL) OVERHANG II rz 2kx\2 20x12 / VD 14x6—LBCD 8.: — - - - - -- - - - - - -- i 7 t - - -„ 170 CFM 14x6 UP4 — 14x6 18x81 146 1 15S:-O ' I „0 `/D — RETURN AIR LINED 6"0 EXH. 1R UP TO PLENUM (TYPICAL) VENT C 1 AT ROOF. — -- — 1 MIN. 8" ABV. ROOF 146 L \ \ j 1145 5"0 FR. — BELOW — 14x6 - - - - - - - - - - - - "0 _) 3 5 x 146 BCD 5"0 FR. `1 --8x5 "0 N 17 CFM BELOW 3 6x6 DOWN I 12x5 x 1 ATTIC MECHANICAL PLAN M103 SCALE: 1/4" = 1'-0" D�ANTO � EVAN AKSELRAD GENERAL NOTE: ��F NEw DATE: 7/23/18 ISSUE REVISION m SHEET: SEAL&SI CONSULTING ARC H I TE CT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS,CALCULATIONS, DETAILS, ATTIC �P'� 0 D' Y� SCALE: 1/4" - 1' o” 1 11.15.17 DOB FILING SET ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS MECHANICAL PLAN �� DRAWING BY: M.K. 2 7.23.18 BID SET �► 16 JAY STREET 9820 NASSAU POINT RD. DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD - O CHK.BY: G.D. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE C 3 08.14.18 DOB FILING SET ENGINEERS , ■ NEW YORK NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED m � � DWG.NO.: CUTCH OG U E NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS 30 W. WAUKEP _ AVE PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO ORN O M—103 00 OCEANSIDE, NY '11572 1 1 5 7 2 917.689.0301 (t) — USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE 7092 P�' ■ C " '417?—" eakselrad c@a live.com WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN ESSIoN 516=594-428 I• (job � L PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER RFZ-1-1 RADIANT FLOOR ZONE (825 S.F.) ---- --- --- --------- HWS&R LOOP FROM - - - - - - - - - - - - - - w - BOILER, SEE RISER ° I I DGM. FOR SIZES (TYP.) D/ - -' I RADIANT 1FLOOR I I LOOP " I LOOP MANIFOLD 6 AFF I RFZ-B-1 ' LOOP (188 S.F.) 188 S.F. RADIANT I 0 8�T§1 A)E MECHANICAL W/2424 A.D. I I I + FLOOR ZONE (896 S.F.) RFZ-B-2 I „ GARAGE I IRADIANT - - - - - - - - - - - FLOOR ZONE T 10 8 (556 S.F.) IF LOOP I I LOOP I I II � + (107 S.F.) (124 S.F.) I IIII II I STORAGE , I (188 S.F.) LOOPLOOP LOOP (27 S.F.) (18s S.F.) II„I LOOP 005 (188 S.F.) � I I _ II I 1 + LIVING viNc AREA II I (110 S.F.) 003 � - - - - - II I ' ' + LOOP + + I I 11 I (126 S.F.) LOOP T (123 S.F.) T GARAGE HEATING PLAN I L= I II I I Id104 SCALE: 1/4" = V-0" HALL 1 II I + LOOP o , 1 (51 S.F.) + L - -_- JL_ - - - - - .p -J RFM-B-1 r it - HWS&R LOOT RADIANT FLOOR I FROM BOILER, MANIFOLD 6" AFS I ;o - - SEE RISER DGM. , + W/2424 A.D. FOR SIZES (TYP.) , % I GARAGE HYDRONIC RADIANT FLOOR SYSTEM BOTH W/2 "UPONOR MFR." AS STD LOOP UNDER I FLOOR MANIFOLD GPM/ ZONES ROOM(S) AREA CEILING HEAT LOSS SUBFLOOR FLOOR BTUH/SF HWS GPM TEMPERATURE CONTROL STAIRS RFM-B-2 MANIFOLD q I I I - (S.F.) HEIGHT (FT) BTUH TYPE TYPE DEG F SETTING REMARKS (183 S.F.) RADIANT FLOOR T T i 1ST GARAGE CONCRETE RFM-1-1 8.25 RFZ-1-1 825 -- SEE NOTE BLW --- - 110 8.25 ROOM SET POINT 70' LOCAL MANIFOLD 6 AF + ,T T __-! - i SLAB I FLOOR + W/2424 A.D. ' T RFZ-B-3 ' LOOP RADIANT (111 S.F - - - - - - - - - - - - I BASEMENT HYDRONIC RADIANT FLOOR SYSTEM .) I FLOG' R ZONE (35;3 S.F.) "UPONOR MFR." AS STD rw FLOOR MANIFOLD GPM/ ZONES ROOM(S) AREA CEILING HEAT LOSS SUBFLOOR FLOOR BTUH/SF HWS GPM TEMPERATURE CONTROL REMARKS I LOOP THERMOSTAT BANK I MANIFOLD (S.F.) HEIGHT (FT) BTUH TYPE TYPE DEG 'F SETTING I (20 S.F. I COORDINATE EXACT ' RFZ-B-1 LINING AREA 003, HALL 1, 896 8'-0" SEE NOTE BLW CONCRETE _ ' ' STORAGE 005 SLAB HARDWOOD 110 8.96 ROOM SET POINT 70' LOCAL LOCATION W/ARCH. RFM-B-1 14.52 CONSULTANT RFZ-B-2 SUPPER R. MECHANICAL 004 556 8'-0" T T BASE SEE NOTE BLW HARDWOOD - 110 5.56 ROOM SET POINT 70' LOCAL _ 1 MENT RFZ-B-3 STOR. MECHANICAL 004 358 8'-0" SEE NOTE BLW HARDWOOD - 110 3.58 ROOM SET POINT 70' LOCAL + BEDROOM ' ' - ' - - - - ' " I LOWER 1 I LOOP RFM-B-2 6.16 RFZ-B-4 BATH 002 46 8'-0" SEE NOTE BLW TILE - 110 0.46 ROOM SET POINT 70' LOCAL FI I 1 LOOP i (39 S.F.) i i RFZ-B-5 BEDROOM 001 212 8'-0" SEE NOTE BLW HARDWOOD - 110 2.12 ROOM SET POINT 70' LOCAL I (212 S.F.) _ RFZ-B--1 - NOTE: SUBMIT HEAT LOSS CALCULATIONS FROM "UPONOR" RADIANT FLOOR ZONE (255 S.F.) , I RFZ-B-4 I RADIANT FLOOR LOOP ZONE (46 S.F.) (219 S.F.) I j BATHROOP� I� 002 I 3 + i ii 1 BASEMENT HEATING PLAN j M104 SCALE: 1/4" = V-0" _ _ _ _ _ _ _-___ Ti ISSUE REVISION D'ANTO 10 EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL&SI OF NE DATE: 7/23!18 3 �`I ARC H I TE CT / ENGINEER ANAVI RESIDENCE ALL DRAW NGS, SPECIFICATIONS, PLANS, IDEAS,CALCULATIONS, DETAILS, BASEMENT & GARAGE p'�� 0 Y� SCALE: 1/4" = 1'-0" 1 11.15.17 DOB FILING SET CONSUL I I i `'�� roy �'� DRAWING BY: B.Y. 2 7.23.18 BID SET 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- � CHK.BY: G.D. ENGINEERS P C 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE r , r' 3 08.14.18 DOB FILING SET MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED m ` DWG.NO.: NEW YORK, NY 10013 C UTC H OG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS 2 30 W. WAUKENA AVE PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR N O 0 OCEANSIDE NY 115772 917.689.0301 �t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE p �' 516-594-4234 1 ) eakselra� live.com 1 V 1 � 04.00 ' WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN �FE'SS�o�.iP ,:€y- : PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER / HANGERS SHALL BE FIRE RESISTANT THERMOMETER SUPPLY AIR DUCT FIRE RATED PACK SPACE BETWEEN CONTINUOUS SHEET W/1" A.L. RETURN AIR DUCT PLACED ON BOTH SIDES WALL OR PARTITION HIGH VELOCITY (TYP•) OF DUCT AND SPACED PIPE INSULATION & SLEEVE METAL EDGE DUCT SEALANT- 6 -0 O.C. WITH MINERAL WOOL OR POP RIVETS ON 6 PROTECTOR SEE SPECS. ESCUTCHEON PLATE EQUIVALENT NON-COMBUSTIBLE CTRS. - ALT. HWS&R FROM HOT X 1" x 1 8" GALVANIZED ON BOTH SIDES TO MATERIAL 1/2" CLEARANCE. SPACING PINS ON 6" CTRS. PINS ON 12" CTRS. CONTINUOUS S/M WTR. CIRCULATION I — STEEL FLATS COMPLETELY COVER OPENING j SHEET METAL ALT. SPACING (STAGGERED) EDGE PROTECTOR - PUMP i (=:)-1/4" DIA. RIVETS _ - - - - - DUCT \ I 12" AL EIRNATNS OEN SPACINGS (TYPICAL) OR BOLTS WASHERS MAX. FC- 1" A.L. PIPE i HOT WATER AC UNITIfF HEATING COIL METAL SCREW---' Ute—REINFORCING SEE, (COIL I I _ DUCT INSULATION WHERE ANGLE WHEN SCHEDULE) VIBRATION SPECIFIED SHEET METAL SLEEVE SHEET METAL DUCT REQUIRED RUBBER PADS THERMAL INSULATION (4 REQUIRED MINIMUM GAUGE N0. 14 WHEN REQUIRED STANDING SEAM JOINT BETWEEN I (SEE SPECIFICATIONS) DUCT SECTIONS - VARIES WITH (TYPICAL) DUCT SIZES - SEE SPECS j 2'x2"x1/6" ANGLE NOTE: CONDENSATE IRON FRAME JOINT TO JOINT DISTANCE - VARIES WITH DUCT SIZES PUMP I I 1) THE INSTALLATION OF FIRE STOPPING MATERIALS SUPPORT DUCT SHALL BE SUBJECT TO CONTROLLED INSPECTION NOTES: L FROM FLOOR IN ACCORDANCE WITH C26-106.3. A-ADHERE DUCT LINER WITH FIRE RESISTIVE (SPARK SAFE) ADHESIVE 100% COVERAGE. II BASEMENT LEVEL SI EETMc AL SEE SPECIFICATIONS FOR ADHESIVE. TURN STEEL FLATS F7 4" THICK 3" UNDER :_ ;: `' PIPE SLEEVE TH R U INTERIOR WALL B-SEAL ALL LONGITUDINAL JOINTS WITH VAPOR BARRIER SEALANT. SEE SPECIFICATIONS. ANCHOR LEGS CONCRETE PAD TO FLOOR (NOT TO SCALE) (TYPICAL) METHOD OF SUPPORTING DUCTS - - - - - -- -- - - - --- --- - -- - - �I PIPE SLEEVE DETAIL DUCT LINER FASTENING DETAIL UP TO 8 SQ.FT. I'J _�:.-51?E `� NOT TO SCALE - ------ -- -- - -- --- - - (NO E) TYPICAL FLOOR MOUNTED AC UNIT _ - ,- T To SCALE) - - - - A N D 47 W I D f F AX. - - -- --- - ---- - - - - ----------- -- ---- DUCT LINER DETAIL WITH DUCT MTD. HOT WATER COIL (NOT TO SCALE) 1" THICK SOUNDZ 4 BRANCH DUCT LINING (TYPICAL) NOT TO SCALE (NOT TO SCALE) O.B.V.D. - - -- -- - -- - ----- MAIN DUCT AIR MAIN DUCT --- ---- ---- -- -- -- - -- --- - C� PLENUM EXISTING WOOD FLOW CONSTRUCTION TN WI SCREW GALVANIZED SCREW ANGLE MAIN DUCT FLEXIBLE IRON HANGER TO JOIST IRON TO JOIST FAN COILS SHALL BE _T 3/4"D BRANCH DUCT SEE PLAN BRACKET SECURE " 45' CABLE 1 FLEXIBLE & REMOVABLE SUSPENDED FROM 3'- 0 •� 3/8"0 THREADED ROD (TYP.) SEE GRAVITY DRAIN CONNECTED SPRING ISOLATION ' TO DUCT I, OPPOSED BLADE VOLUME UPPER ATTACHMENT DETAILS TO DRIP PAN HANGERS SIMILAR TO - OPPOSED BLADE ,� DAMPER SIMILAR TO YOUNG -CENTERLINE SEE UPPER MIN. 1" GAP MASON INDUSTRIES BRANCH DUCT---*' VOLUME DAMPER (O.B.V.D.) 4 SERIES 820A-LN W/403-C ATTACHMENT TYPE 30N WITH A SIMILAR TO YOUNG SERIES _ DETAILS MINIMUM STATIC 820A LN W/403-C REGULATOR I MIMICDEFLECTION OF 1". j W2 W1� VOLUME DAMPER ASSEMBLY HWS & R (SEE RIS€ ' OPPOSED BLADES LINKED DIAGRAM FOR PIPING) VALVES N = W1 x BRANCH DUCT CFM TOGETHER IN A FRAME, AIR OUTLET SEE MAIN DUCT CFM OPERATED THROUGH PLANS FOR TYPE FLEX. CABLE FILTER RACK AND SIZES HOT WATER—' — SUPPLY AIR DUCTWORK _TYPICAL LINEAR BAR DIFFUSER/REGISTER HANGER RODS" HEATING COIL (SEE \ AC UNIT EQUIP. SCHEDULES 1 x 1/8 GALVANIZED IRON FOR SIZING) n RETURN AIR INTAKE BRANCH DUCT CONNECTION -DUCT CONNECTIONS (WALL MOUNTED HANGER (DUCT TO 60" WIDE) FLEX CONN. (WP)-f/-1 REMOVABLE DRIP - - -- (NOT TO SCALE) - --- ------- - -- -- - - - - -- ---- - -(NOT TO SCALE) 1 CONDENSATE DRAIN RUN TO LW LEFT BY PLBR. PAN BELOW AC UNIT LINEAR BAR DIFFUSER REGISTER DETAIL 1" THICK SOUND CONDENSATE NITERL�OCKRWATER SENSOR.ENSOR DUCT C O N STR U CTI O N D ETAI LS � I DUCT & PIPE SUPPORT DETAIL LINING Tti'P TRAP (SEE DETAIL) 5 TO( ) NOTE: TO SHUT DOWN UNIT. 2 NOT TO SCALE NOT TO SCALE " NOT TO SCALE (MIN. 15 FEET) 1- SEE ARCHITECTURAL DETAILS FOR AC UNIT UPON ACTIVATION - - - _ - -- --- UNLESS INDICATED NDIC TDINSULATION AND GYP. BOARD INSTALLATION. PLAN) I CEILING MOUNTED AC UNIT WI HOT WATER COIL DETAIL i-- --- fiANCER ------ ------- - -- ------ -- - - I- - ---- HANGER I I-- -- - - - SECURE TO BLDG.BEAM (NOT TO SCALE) LOAD RATED DRAIN LINE SHALL BE AT LEAST OR MISCELLANEOUS STEEL INSTALLATION OF AC UNITS: FASTENERS THE SAME SIZE AS THE NIPPLE CHANNEL WELDED TO BEAM ON THE DRAIN PAN. 1- LOCATE UNIT SUCH A WAY THAT ALLOWS EASY REMOVAL OF THE FILTER AND ACCESS VIBRATION ISOLATION PANELS, AND HAS (ENOUGH ROOM FOR SERVICE TO PERFORM MAINTENANCE OR REPAIR. PLUG CLEAN OUT---,,., MOTOR MASON "DN HS" SEE SPECS. 2- THE PROVISIONS MUST BE MADE FOR RETURN AIR TO FREELY ENTER THE SPACE. ON AC UNIT HORIZONTAL UNITS, ALLOW ADEQUATE ROOM BELOW THE UNIT FOR A CONDENSATE T PRESSURE DRAIN TRAP AND DO NOT LOCATE THE UNIT ABOVE SUPPLY PIPING. PITCH DOWN GAUGE 3- HORIZONTAL UNITS SHOULD BE SUSPENDED FROM STRUCTURAL BEAM WITH THREADED ��'� TOWARD DRAIN RODS AND HANGER BRACKETS. AUXILIARY DRAIN PAN SHOULD BE AT LEAST FOUR INCHES LARGER THAN THE BOTTOM OF THE AC UNIT. 4- VERTICAL UNITS SHOULD BE MOUNTED LEVEL ON A VIBRATION ABSORBING PAD SLIGHTLY LARGER PLUG CLEAN OUDRAIN PAN THAN THE BASE TO MINIMIZE VIBRATION TRANSMISSION TO THE BUILDING STRUCTURE. HORIZONTAL UNITS SHOULD BE SUSPENDED FROM STRUCTURAL BEAM WITH THREADED RODS AND UNION HANGER BRACKETS.. AUXILIARY DRAIN PAN SHOULD BE AT LEAST FOUR INCHES LARGER THAN THE 36 BOTTOM OF THE AC UNIT. DRAIN LINE TO SITE ECCENCETRIC REDUCER 5- CONDENSATE DRAIN LINES PITCHED AWAY FROM THE UNIT A MINIMUM 1/8" PER FOOT. OR FUNNEL DRAIN UNION A TRAP MUST BE INSTALLED IN CONDENSATE LINE TO INSURE FREE CONDENSATE FLOW. SEE PLUMBING DRAWINGS 6- THE HORIZONTAL UINIT SHOULD BE PITCHED APPROXIMATELY 1/4" TOWARDS THE DRAIN STRAINER W/BLOW-OFF VALVE IN BOTH DIRECTION'S FOR EASY CONDENSATE REMOVAL. SHUTOFF VALVE 7- CONDENSATE OVER FLOW PROTECTION SENSOR LOCATED IN THE DRAIN PAN(S) OF THE AC UNIT DRAIN TRAP UNIT AND WIRED TO UPM BOARD. NOT TO SCALE r - - - ---- - -- - - - - - CHECK VALVE AC UNIT DRAIN TRAP D ETAI L 1 PLUG VALVE 8 UP TO 24" DIA. NOT TO SCALE - - ------- ------- --- --- --� INLINE PUMP DETAIL _ - -- -- __ ROUND DUCT HANGING DETAIL )NOT TO SCALE FAN COIL MOUNTING DETAILS LS (NOT To SCALE) - - -- --- - -- - ------- -- -- - ------ -------- ------ ---- - - ----- - - - -- 1 1 -- - -- - --- ----- ---- --- ---- -� ROUND DUCT HANGING DETAIL g INLINE PIPE DETAIL 7 NOT TO SCALE NOT TO SCALE � _- ISSUE REVISION D'ANTON10 EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL& E: �F NE DATE: 7/23/18 ARCHITECT / ENGINEER ANAVI RESIDENCE MECHANICAL �� wr SCALE: AS NOTED 1 11.15.17 DOB FILING SET CO N S U LR ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, �4' 00' O ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DETAILS tPN roy 'fl.� DRAWING BY: M.K. 2 7.23.18 BID SET' ` 16 JAY STREET 9820 NASSAU POINT RD. AARCHIDRAWING ARE THE PROPERTY T CT ENGIN ER. WHETHOERT OWNED HE PROJECT FOR WHICH THEY ARE _ CHK.BY: G.D. 3 08.14.18 DOB FILING SET E N G I N E I0 y .C. MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED DEVELOPED e W DWG.NO.: NEW YORK, NY 10013 CUTCH OG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS m 2 30 W. WAUKEf>�A AVE PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR F� qzo .� M-200.00 Y 11�,7�. OCEANSIDE, �I 2 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE : , eakSelrad a live.eom WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN FESSI�N 516-594-423 (J 6` ? PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER WEXPANSION ALL STUD "DANFOSS" LENO MSV-BD MANUAL FLOW Y4" CW MAKE-UP, TANK I j AIR VENTCONNECT TO EXIST. BALANCING VALVE WITH COM'IBINED PRE-SETTING 2x HEADER W/PRV SET AT 20 PSI AND SHUT-OFF VALVE WITH ROTATING MEASURING NIPPLES AND DRAIN VALVE (TYP.) PRIMARY LOOP P-B-1 P-B-2 P-1 E-2 P-3 P-4 SEE RADIANT HEAT FLOW METER, TYP MAX. 12 OONGD TMIXIAIL FORS TEMPERATURE GAGE 1-1/2 1-1/2 _ _ _ _ _ _ ! STUD BAY STUD BAY SUPPLY MANIFOLD I DWG. SHUTOFF VALVE I - AIR 1-1 2" HWS 1-1/4" 1" 1" 1" 1" 1-1 " ISOLATION WATTS '911' BACK SEPARATOR / /4 TRIMMER, RIP DOWN Y" TO ACTUATOR VALVE, SEE � - J--`` '--- - ---- - - VALVE (TYP.) FLOW PREVENTOR ' DESIGN SUMMARY FOR ACCOMMODATE PLYWOOD & FILL VALVE ZONED LOOPS =', 24„ BACKING 1-1/4" 121 1" 1" 1" 1" w J J RETURN MANIFOLD PURGE/ J J J / m m �� o v SUPPLY AND RETURN PEX VALVE N L,; - r PURGE FLOW CHECK VALVE = N= _ _ C W., w ! m co v� DRAIN W/WEIGHTED SEATS TO olo I i Q N Q,, OR COPPER TUBING COMPRESSION FITTING = C., _ _w � w PREVENT GRAVITY I a ml a I a I i I I 04 `I m� I i a �'a Q VALVE o o mo 7oc� c�a� c�o0 z I 9 N3 CIRCULATIONS � � �� w� _=a ==a ==a HOSE BIB 1/2"PEX-AL-PEX TUBING � E I � ' ' ~ 1-1/2" HWR �� 0 0 coo coo 1-1/2 HWS 130' MIN DOMESTIC WATER ISOLATION " HEATER PUMP VALVE SILL PLATE - - - - BLOCKING WATER TEMP. 2 TO 4 MAX. BOILER CIRC. PUMP W/AQUASTAT -- - -- ----- -- PIPE DIA. WATER BELL & GOSSETT SERIES PR 1Y" HWR WARMBOARD SUBFLOORSUPPLY "P-HW-1 5 GPM ® 15 TDH, 3/4 , OUT BP-1 1/6 HP, 120V ALL BRONZE VACUUM INSULATED (MIN R-4) SUPPLY _� 'I I BREAKER AND RETURN PIPING TO BOILER PUMP. AS 180' MANIFOLD RECOMENDED BY WATER DHW "A" BOILER OUTLET /" MANUFACTURER'S `e� NWR B-1 DHW-1 EXPANSION INDIRECT TANK AMTROL, HOT WATER BOILER TANK MODEL ST-12 WALL GOODS (DRYWALL, ETC.) (WALL MOUNTED) 1Y" 2X6 WALL STUD OR FUR OUT 2X4 1Y" COLD BOILER RELIEF WATER -- WALL (MIN 5-Y2" WALL CAVITY REQ.) ' BACKFLOW ISOLATION VALVE (TYP.) RECIRC. PREVENTOR VALVE � I MANIFOLD BRACKET, SECURE TOISOLATION UNION- PLYWOOD BACKING COLD VALVE WATER 14-Y2„ 8—Y211 ACCESS PANEL PER ARCHITECT RELIEF VALVE INTLET DISCHARGE PIPING 1Ya" Y" PLYWOOD BACKING FRAMING DIMENSIONS ! FOR MANIFOLD BOX SILL PLATE > LOOPS W X H 4-3/6„ - BOILER WATER DRAIN VALVE 2 14"X24" CLEAR HOT WATER BOILER PIPING DIAGRAM RETURN / WARMBOARD PANEL 3 16"X24" CLEAR SCHEMATIC HOT WATER FLOW DIAGRAM INDIRECT FIRED DOMESTIC 4 18"X24" CLEAR HOT WATER TANK (NOT TO SCALE) 2 SCHEMATI � aT WATER FLOW DIAGRAM NOT TO SCALE SIDEVIEW - --- -- - -- - -- --- -- - -- --- -- --- - ----- ---- — -- --- - -- - --- ---- - - - - --- - --- - - ---- - - - --- - - --- - -- - ---- - - - -- - ------ I j ' 5 4 3 2 1 � MULTI ZONE MANIFOLD INSTALLATION — actuators required (NOT TO SCALE) F —� ATTIC SPACE I ( F- I ATTIC SPACE SYMBOL LIST AND ABBREVIATION RADIANT RETURN SUPPLY T T T T T I ACC-1 CONDENSING UNIT HEATING MANIFOLD MANIFOLD AC-2 AC-2 AC-2 AC-2 AC-2 I AC-1-1 AC UNIT LOOP ZONE i ZONE 1 ZONE 1 ZONE 1 ZONE 1 B-1 BOILER CLG/HTG CLG/HTG CLG/HTG CLG/HTG CLG/HTG I _J 2ND FLR. 2ND FLR. P-1 HTG HOT WATER PUMP ! -- -- - I AC-1-1 COPPER HOT WATER C-1 I ACG-2 I ACC-3 ACC-4 SUPPLY & RETURN RADIANT LOOP PIPING 1 ST FLR. L®----% 1 ST FLR. CIRCULATOR MODULATING I I J MIXING VALVE FLOW r CONTROL VALVE I — IP-B-1 —� AC-B-2 -�-- II AC-B-1 BOILER OUTDOOR L �g-2 I SENSOR L- I I II I I P-3 IIIP P-4 I I f I III � _ TYPICAL RADIANT HEAT LOOPI ; I BP-1 r-- I I 18-2 NON-SHIELDED (NOT TO SCALE) L I — ZR BOILER ZR RADIANT FLOOR HEATING CONTROL SEQUENCE: ! a I B-1 BASEMENT RADIANT FLR. —J RADIANT FLR. BASEMENT RADIANT FLOOR MANIFOLD ZONE VALVE AND FLOW CONTROL VALVE ARE NORMALLY CLOSED. uPON A CALL FOR HEAT FROM THE LOCAL REMOTE AC-B-1 AC-1-1 AC-B-2 BOILER CONTROL ZONE CONTROLLER ! THERMOSTAT, THE ZONE PUMP WILL START, ZONE VALVE AND FLOW BOARD BY PLUMBER j CONTROL VALVE WILL OPEN (TYP) -------- - ----------------------- RADIANT FLOOR DETAILS 3 CONTROL DIAGRAM 1 NOT TO SCALE NOT TO SCALE ISSUE REVISION D�ANTON IO EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL&SIGNATURE: DATE: 7/23/18 1 11.15.17 DOB FILING SET CONSULT I N G ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, MECHANICAL HEATING �P�Eeo NEi'='yo SCALE: AS NOTED ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS DETAILS, HOT WATER �, 4DRAWING BY: M.K. 2 7.23.18 BID SET 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- FLOW DIAGRAM & , CHK.BY: G.D. ENGINEP.C. 9820 NASSAU POINT RD. ARCHITECT ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ++� 3 08.14.18 DOB FILING SET " NEW YORK, NY 10013 CUTCHOG U E NY 11935 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED BOILER SCHEDULE X± DWG.No.: 30 W. WAUKENA AVE AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THISM 300.00 PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR OCEANSIDE, NY 11572 917.669.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE X40 7p9� WHATSOEVERPROJECT, O WRITTEN 516-594-4284 (JOIE 17 6) eakselrad@live.com PERMISSION AND DIRECTION OFF EVAN AKSELRAD ARCH NGI EER 9�FESSiONP�' DX FAN COIL SCHEDULE 'CARRIER" INFINITY SERIES AS STD DIFFUSER AND GRILLE SCHEDULE UNIT MODEL MOUNTING COOLING NOMINAL MAX. COIL FACE NOMIAL SOUND ELECTRICAL NET REFRIGERANT PIPE SIZES SERVING NUMBER TYPE EXT. AREA SEER LEVEL MINIMUM MFA FILTER WEIGHT REFRIGERANT AHRI REF. # BARS/SPACING TAG BTUH TONNAGE S.P. SF CFM VOLTAGE MOTOR HP FLA LIQUID GAS TAG TYPE MAKE MODEL COLOR REMARKS dB CKT. AMPS (AMPS) (LBS) TYPE FBM SERIES LBD/LBCD LINEAR BAR DIFFUSER 1/8' BARS FRAME BORDER TYPE 4, 1/4" BORDER AC-B-1 BASEMENT FE4AN(B,F)003L+Ul VERTICAL 36,000 3.0 0.60" 3.46 1,200 16 40 230V/lPH 112. 5.4 15 4.3 150 R410A 3/8" 7/8- 9179201 TITUS CT-480 BY ARCHITECT 1" MERV 13 (SUPPLY AIR) 1/4' SPACING WITH CONCEALED FASTENING AC-1-1 1ST. FLOOR FE4(B,F)005000 VERTICAL 42,000 3.5 0.60" 3.46 1,400 16 40 230V/lPH 1/2 5.4 15 4.3 FBM SERIES 135 R410A 3/8" 3/4" 9509114 LINEAR BAR RETURN 1/8' BARS FRAME BORDER TYPE 4, 1/4" BORDER 1" MERV 13 LBR/LBCR TITUS CT-480 BY ARCHITECT (RETURN AIR) 1/4- SPACING WITH CONCEALED FASTENING AC-1-2 1 ST. FLOOR FE4AN(B,F)005L+Ul VERTICAL 36,000 3.0 0.60" 3.46 1,200 16 40 230V/1 PH 1/2 5.4 15 I 4.3 FBM SERIES 150 R410A 3/8" 7/8 9824271 1" MERV 13 CS-A ZONE REGISTER TERMINAL ALDES ZRT 2-6 BY ARCHITECT ERV SYSTEM- ZONE REGISTER TERMINALS FBM SERIES AC-2-1 2ND. FLOOR FE4ANB006000 VERTICAL 60,000 5.0 0.60" 7.42 2,000 16 42 230V/1PH 3/4 8.5 15 68207 R410A 3/8" 7/8- 9180442 1" MERV 13 CR-13 ZONE REGISTER TERMINAL ALDES ZRT 2-6 BY ARCHITECT ERV SYSTEM- ZONE REGISTER TERMINALS NOTES: I I I I 1- ALL UNITS; SHALL HAVE CONDENSATE DRAIN PUMP CR-13 ZONE REGISTER TERMINAL ALDES ZRT 1 (POWDER ROOMS) BY ARCHITECT ERV SYSTEM- ZONE REGISTER TERMINALS 2- ALL UNIT,; SHALL HAVE RETURN AIR TEMPERATURE SENSOR 3- COOLING NOMINAL CONDITIONS INDOOR: 80*F DB, 67F WB, OUTDOOR: 957 DB, INDOOR: 70*F DB NOTES: 4- AC-3 IS VERTICAL UNIT AND INSTALLED HORIZONTALY 1 - ALL REGISTER SIZES ARE CLEAR INSIDE DIMENSIONS. AIR COOLED CONDENSING UNIT "CARRIER" AS STD PUMP SCHEDULE "B & G" AS STD UNIT SOUND ELECTRICAL DATA NET REFRIGERANT PIPE SIZES MODEL ELECTRIC LOCATION MODEL NUMBER SERVING COOLING LEVEL SEER FAN MAXIMUM COMPRESSOR FAN WEIGHT REFRIGERANT AHRI REF. # UNIT NO MAKE GPM FT-HD WTR. TEMP HP TAG BTUH dB VOLTAGE HP FUSE AMPS LRA RLA FLA MCA LB IYFLE LIQUID GAS NO. DEG! F DATA REMARKS ACC-1 1ST. FLOOR 24ACC636A*030* AC-B-1 36,000 49 14.0 230V/1PH 1/12 30 77.0 14.1 0.5 18.1 180 R410A 3/8" 7/8" 9179201 P-B-1 "B & Glp PL-30-1-1/4" 16.0 15 180 1/12 120V/1 PH RFM-B-1, BSMT RADIANT HEATING GRADE I I ACC-2 1ST. FLOOR 24ACC442A*030* AC-1-1 42,000 49 14.0 230V/1 PH 1/5 25 112.0 17.9 1.2 23.6 234 R410A 3/8" 31/4" 9509114 P-B-2 "B & G" PL-30-1" 8.0 15 180 1/12 120V/1 PH RFM-B-2, BSMT RADIANT HEATING GRADE 1ST. FLOOR 24ACC636A*030* AC-1-2 36,000 49 14.0 230V/lPH 1/12 30 77.0 14.1 0.5 18.1 180 R410A 3/8" 7/8" 9824271 P-1 "B & G" PL-30-1" 6.0 10 180 1/12 120V/1 PH RFM-1-1 GARAGE RADIANT HEATING ACC-3 GRADE ACC-4 1ST. FLOOR 24ACC660A*030* AC-2-1 60,000 49 14.0 230V/11PH 1/4 40 135.0 21.4 1.2 28.0 337 R410A 3/8fl 7/8" 9180442 IGRADE P-2 "B & Gtl PL-30-1 10.0 10 180 1/12 120V/1 PH HC-1-1, HEATING COIL FOR AC-1-1 NOTES: 1- COOLING NOMINAL CONDITIONS INDOOR: 80*F DB, 67*F WB, OUTDOOR: 957 DB, P-3 "B & Go' PL-30-1" 10.0 10 180 1/12 120V/1 PH HC-1-2, HEATING COIL FOR AC-1-2 2- HEATING NOMINAL CONDITIONS INDOOR: 707 DB; OUTDOOR: 477 DB, 43*F WB 1 3- 6 YEARS COMPRESSOR WARRANTY AND VFD CONTROLLED OUTDOOR MOTOR FAN P-4 "B & G" PL-30-1-1/4" 10.0 10 180 1/12 120V/1 PH HC-2, HEATING COIL FOR AC-2 P-HW-1 "B & G" PL-45-1-1/4" 20.0 15 180 - 120V/1 PH INDIRECT FIRED DOMESTIC WTR. HTR. RANGE HOOD EXHAUST FAN SCHEDULE "GREENHECK" AS STD BP-1 INCLUDED WITH AS PER BOILER PACKAGE 180 120V/1 PH BOILER CIRCULATOR UNIT NO TYPE SERVING MAKE MODEL SIZE DRIVE RPM SP CFM VOLTAGEDAMPER WEIGHT VOLTAGE:/PH BHP SONE SIZE (LBS) REMARKS KX-1 INLINE VERTICAL KITCHEN GREENHECK SQ120-B-1/6 DIRECT 1140 0.625" 600 120V/1 0.13 5.8 16x16 67.0 DUCT MOUNTED HOT WATER HEATING COIL SCHEDULE "USACOIL" AS STD. MOUNTED (IN ATTIC) HOOD MODEL DUCT ROWS ENT LVG CONN SIZE/ DRY WEIGHT I I TAG SERVING EWT LWT BTUH CFM FPM APD FLUID GPM FPD REMARKS AIR F* A NOTES: NUMBER SIZE FPI IR F* TYPE (LBS) PROVIDE UNIT WITH ALL NECESSARY ACCESSORIES. HC-1-1 AC-1-1 F58-110- 22x12 1/12 180 160 50,000 65 95.2 1200 489 0.09 WATER 8.0 4.71 3/4"/M PT 13.0 2202-01A 22x810101A HC-1-2 AC-1-2 20x12 1/12 180 160 34,000 65 95.2 1400 489 0.09 WATER 6.0 4.71 3/4"/MPT 13.0 ENERGY RECOVERY VENTILATOR HC-2-1 AC-2-1 F58-112- 2402 1/12 180 160 60,000 65 98.8 2000 467 0.10 WATER 10.0 1.83 3/4"/MPT 12.2 2412-02A TAG TYPE MAKE MODEL CFM ESP IN H2O TEMP. TOT. EFFEFF% WINTER/SUMMER 7. VOLT/HZ/PHASE AMPS WATTS FILTERS LBS WEIGHT RF_M�-%9v'_:! ERV-1 VERTICAL ALDES H190-TRG 190 0.50" 75 65/49 120/60/SINGLE 1.3 156 MERV 6 50 NOTES: MOUNTED CONTRACTOR TO VERIFY SUPPLY DUCT DIMENSIONS BEFORE ORDERING VERTICALHOT WATER CCILS. ERV-2 MOUNTED ALDES H190-TRG 190 0.50" 75 65/49 120/60/SINGLE 1.3 156 MERV 6 50 NOTES: 1- DRAIN CONNECTION 3/8", LPG FIRED HOT WATER BOILER SCHEDULE (WALL MOUNTED) "LOCHINVAR" AS STD FUEL TYPE MANUF. (LPG) I.B.R HEATING VENT SIZE GAS ENT. WATER LVG. WATER SUPPLY/RETURN SHIPPING NO. LOCATION AS TYPE SERIES SIZE EFF/0. DIA. (IN) REMARKS STD. FUEL INPUT INPUT NET OUTPUT CAPACITY & CONNECTION TEMP. TEMP. PIPE CONN. WEIGHT I I MBH MAX MBH MIN MBH MBH MATERIAL -F 'F B-1 BASEMENT LOCHINVAR CONDENSING KNIGHT WHL285 95.0 LPG 285 28.5 229 264 4" 1/2 160 180 1-1/4" 184 WALL MOUNTED BOILER PACKAGE SHALL INCLUDE: - COMBINATION GAS VALVE INCLUDING MANUAL SHUT-OFF AND PRESSURE REGULATOR. - PRE-ASSEMBLED CAST-ALUMINUM HEAT EXCHANGER WITH BUILT-IN AIR SEPERATOR. - PILOT ADJUSTMENT AND AUTOMATIC PILOT THERMOCOUPLE SAFETY. - GAS BURNERS, GAS ORIFICES AND MANIFOLD ASSEMBLY. - HI-LIMIT CONTROL AND SYSTEM PRESSURE AND TEMPERATURE GAUGES. BOILER PUMP IS STANDARD AS PER BOILER MANUFACTURER - SPARK IGNITION SYSTEM, VENT DAMPERS, DRAFT HOOD, MODULE PRESSURE RELIEF VALVE MECHANICAL EQUIPMENT SCHEDULES 1 NOT TO SCALE ISSUE REVISION D'A N TO �k4", I O'N EVAN AKSELRAD GENERAL NOTE: SHEET: SEAL&QPNAT-t -11,' of- NEW DATE: 7/23/18 SCALE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS,CALCULATIONS, DETAILS, MECHANICAL 0 , 0 1 11.15.17 DOB FILING SET CONSULTINGARCHITECT / ENGINEER ANAVI RESIDENCE ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS EQUIPMENT D.y DRAWING BY: M.K. 2 7.23.18 BID SET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- SCHEDULES CHK.BY: G.D. - 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENG ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE JA�4 DWG.NO.: 3 08.14.18 DOB FILING SET ENGINEERS , P.C. NEW YORK, NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED CUTCHOGUE, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS 30 W. WAUKENA AVE PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR M-400.00 OCEANSIDE, NY 115-72 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN 516-594-4284 (1,1 ro 1) -AL 172 6 eakseirad@live.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER MECHANICAL SPECIFICATIONS 8. AIR CONDITION UNIT E. MATERIALS 1. DESCRIPTION OF WORK A. AIR CONDITION UNITS SHALL BE OF SIZE AND MODEL SHOWN ON THE DRAWINGS OR 1. INFLOOR COMMERCIAL MANIFOLDS: FURNISH AND INSTALL A COMPLETE RADIANT HEATING A. THE EXTENT OF THE WORK IS INDICATED ON THE DRAWINGS AND IN THESE SPECIFICATIONS. APPROVED EQUAL. PANEL DISTRIBUTION SYSTEM THAT INCLUDES: BRASS SUPPLY MANIFOLDS WITH LOCKSHIELD VALVES; BRASS RETURN MANIFOLDS WITH MANUAL BALANCING VALVES; SUPPLY AND RETURN RIALS AND LABOR REQUIRED FOR OPERATION TO THE FINAL B. THE FAN COIL UNITS SHALL BE DX TYPE EQUIPPED WITH 1 DISPOSABLE FILTERS AIR. VENTS, TEMPERATURE GAUGES, ISOLATION BALL VALVES DRAIN PORTS, ELECTRIC CONTROL B. SUPPLY ALL EQUIPMENT, MATE , ACCEPTANCE BY THE ARCHITECT AND ENGINEER UNLESS INDICATED OTHERWISE HEREIN OR ON AND VIBRATION ISOLATORS. HEADS (IF REQUIRED), AND ROOM THERMOSTATS. BALANCE EACH CIRCUIT TO MAINTAIN EVEN THE DRAWINGS. C. THE CONDENSING UNIT SHALL HAVE VARIABLE SPEED COMPRESSOR, AN AIR-COOLED TEMPERATURE DROP IN LOOPS. INFLOOR COMMERCIAL COMPONENTS TO BE FURNISHED BY WILL WIRSBO, APPLE VALLEY, MN. 2. GENERAL COIL, PROPELLER TYPE CONDENSER FAN AND CONTROL BOX. COMPRESSOR ILL BE MOUNTED ON RUBBER VIBRATION ISOLATORS. CONTROL CIRCUIT WILL BE 24V. 2. INFLOOR TUBING: RADIANT TUBING SHALL BE UPONOR CROSS LINKED BARRIER POLYETHYLENE A. THE REQUIREMENTS OF THE GENERAL CONDITIONS OF THE ARCHITECTURAL SPECIFICATIONS SHALL APPLY TO THE WORK OF THIS CONTRACT. D. AT THE TERMINATION OF BALANCING AND TESTING, THE CONTRACTOR SHALL REPLACE [I-E-PEX, "]. TUBING TO BE FURNISHED BY UPONOR AND IS TO BE INSTALLED IN THE FILTERS USED ON ALL AIR CONDITIONERS DURING THIS PERIOD WITH NEW ONES, COMPLETE ACCORD TO MANUFACTURER'S INSTRUCTIONS. FOR WARMBOARD APPLICATIONS, USE B. ALL WORK ON THESE DRAWINGS IS SCHEMATIC AND CONSIDERATION MUST BE GIVEN TO AND SHALL PROVIDE (6) SETS OF REPLACEMENT FILTERS. Y2" ALUMINUM PEX ONLY. ACTUAL CONDITIONS AT THE SITE. SUCH CONSIDERATIONS SHALL BE PUT INTO THE INITIAL COST ESTIMATES FOR THE JOB AND SHALL UNDER NO CIRCUMSTANCES BE CONSIDERED 9 REFRIGERANT AND A/C CONDENSATE PIPING 3. ELECTRIC CONTROL HEADS: PROVIDE INDIVIDUAL LOOP THERMOSTATIC CONTROL FOR THE JUSTIFICATION FOR EXTRA COSTS TO THE OWNER. SPECIFICALLY, THE SHEET METAL DUCTWORK KITCHEN AND MASTER BATH AREAS. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SHALL WHETHER INDICATED OR NOT RISE AND/OR DROP AND/OR CHANGE IN SHAPE TO CLEARh f, FOR E /; INSTRUCTIONS. A. ALL PIPING SHALL BE COPPER OF WEIGHT AS REQUIRED, r4:•: SERVICE ANY AND ALL CONDUITS, LIGHTING FIXTURES, PLUMBING AND HEATING MAINS TO MAINTAIN SPECIFIED, WITH CONFORMANCE WITH ASTM-B-88 FCR -i(NES "I_", "K" TUBING, AS 4. INFLOOR BARRIER POLY POLYETHELYNE [HE-PEX, %" AS PROVIDED BY UPONOR COMPANY: DESIRED CEILING HEIGHTS AND ACTUAL LOCATIONS, AS SHOWN ON ARCHITECTURAL PLANS, OFMANUFACTURED BY CHASE, ANACONDA, REVERE OR A.?PRCr`ED EQUAL. SOLDER SHALL NDMINAL 1/2" (INCH) [12.7 MM] INSIDE DIAMETER WITH AN NOMINAL 5/8" (INCH) [15.87 MM] THE NEW DIFFUSERS AND REGISTERS. BE 95% TIN AND 5% ANTIMONY FOR CONDENSATE DRAIN PIPING AND SILVER SOLDER OUTSIDE DIAMETER WITH A WALL THICKNESS OF 0.062" (INCH) [1.575 MM], MANUFACTURED C. ANY APPARATUS, CONTROLS, MATERIALS, WORK OR INCIDENTAL ACCESSORIES OR ANY MINOR FOR REFRIGERANT PIPING. IN ACCORDANCE WITH ASTM STANDARD F-876 AND RATED FOR 100 PSIG (689.5 KPA) AT DETAILS NOT SHOWN BUT NECESSARY TO MAKE THE WORK COMPLETE AND PERFECT IN ALL „ „ F� - ;,_� a� 190 DEGREES F (82.2 DEGREES C) WITH AN EXTERNAL ETHYLENE VINYL ALCOHOL (EVOH) RESPECTS AND READY FOR OPERATION EVEN IF NOT PARTICULARLY SPECIFIED, SHALL BE B. USE HARD DRAWN TYPE L COPPER TUBING ON ALL F .D_R:;'.Rf.NT PIPING AND OXYGEN DIFFUSION BARRIER ALLOWING NO MORE THAN 0.1 GRAM PER CUBIC METER PER ' PROVIDED BY THE CONTRACTOR WITHOUT ADDITIONAL EXPENSE TO THE OWNER. WHERE NO APPRECIABLE AMOUNT OF BENDING AROUND Flr=Ev OR OTHER DAY (0.1G/M'/D). INDIVIDUAL CIRCUIT LENGTH TO BE UP TO 300 (FEET) [91.4 M] MAXIMUM. OBSTRUCTIONS IS NECESSARY. IF SOFT COPPER MUST BE USED, CARE SHOULD BE E. CONTRACTOR SHALL CUT AND MAKE PENETRATIONS AS REQUIRED FOR HIS INSTALLATION TAKEN TO AVOID SHARP BENDS WHICH MAY CAUSE A RESTRICTION. 5. SYSTEM CONTROLS: SPACE TEMPERATURE TO BE MAINTAINED BY USING RESET CONTROLS OPERATIONS. PATCHING SHALL BE BY THE G.C. TD ADJUST SUPPLY WATER TEMPERATURE OR FLOOR TEMPERATURE IN RELATION TO OUTDOOR C. USE LONG RADIUS ELLS WHEREVER POSSIBLE WITH CNE EXCEPTION: TEMPERATURE CHANGES. RESET CONTROLLER SHALL OPERATE CIRCULATING PUMP (S) AND 1. NEW YORK CITY BUILDING CODE SHORT RADIUS ELLS FOR THE TRAP AT THE BOTTOM OF ALL SUCTION RISERS. EOILER TO MAINTAIN REQUIRED WATER DELIVERY TEMPERATURE OR SLAB TEMPERATURE. j 2. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) D. PACK FIBERGLASS INSULATION AND A SEALING MATERIAL SUCH AS PERMAGUM WHEN USED WITH A NON-CONDENSING BOILER, A TEMPERING VALVE OR 4-WAY MIXING 3. SMACNA (SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION) VALVE SHALL BE USED TO MAINTAIN THE SECONDARY LOOP DELIVERY WATER TEMPERATURE. AROUND REFRIGERANT LINES WHERE THEY PENETRATE FLOORING TO REDUCE CONSULT THE WIRSBO DESIGN AND INSTALLATION GUIDE AS PROVIDED BY WIRSBO. 4. ASME (AMERICAN SOCIETY OF MECHANICAL ENGINEERS VIBRATION AND TO RETAIN SOME FLEXIBILITY. 1 5.. NEMA (NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION) 6. PRIMARY BOILER LOOP AND CIRCULATION PUMP: PRIMARY CIRCULATION LOOP CONSISTING 6. ASHRAE (AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS) E. SUPPORT ALL REFRIGERANT LINES AT MINIMUM 6 FOOT INTR-R'YALS WITH SUITABLE OF SUPPLY TEMPERATURE BETWEEN 140DF (60.0 DEGREES C) TO 180 DF (82.2 DEGREES C) 7. UL (UNDERWRITER'S LABORATORIES) HANGERS, BRACKETS OR CLAMPS. WITH A 20 DEGREE F (11 DEGREE C) MAXIMUM TEMPERATURE DROP BETWEEN PRIMARY � 8. NATIONAL ELECTRIC CODE AND LOCAL UTILITY RULES AND REGULATIONS. LOOP SUPPLY AND RETURN PIPING FOR NON-CONDENSING BOILERS, OR DESIGN DELIVERY F. INSULATE ALL SUCTION AND CONDENSATE LINES WITH A MINIRMUM OF 3/4" ARMAFLEX WATER TEMPERATURE FOR CONDENSING BOILERS. PROVIDE PUMP WITH ISOLATING VALVES, ISI F. CONTRACTOR SHALL FURNISH TO THE OWNER TWO SETS OF AS-BUILT DRAWINGS AND ONE OR EQUAL. LIQUID LINES THAT WILL BE EXPOSED TO DIRECT SUNLIGHT AND/OR HIGH STRAINER, TEMPERATURE AND PRESSURE GAUGES. SET OF REPRODUCIBLES AT COMPLETION OF THE WORK. TEMPERATURES MUST ALSO BE INSULATED. 7. SYSTEM TREATMENT: INSTALL INFLOOR SYSTEM TREATMENT, ABORATE-NITRITE CORROSION 3. GUARANTEE & SERVICE G. PROVIDE 1" CONDENSATE DRAIN PIPING OF TYPE "K" COPPER WITH TRAPS AS INHIBITOR IN CONCENTRATION OF 1400 PPM (ONE [11 QUART (0.95 LITER) TREATMENT PER RECOMMENDED BY AC UNIT MANUFACTURER. PIPE TO INDIRECT WASTE LINES AND TWENTY-FIVE [25] GALLONS (95) LITERS WATER) AS PROVIDED BY GYP-CRETE CORPORATION, A. ALL MECHANICAL. WORK SHALL BE GUARANTEED TO BE FREE FROM DEFECTS IN WORKMANSHIP DRAINS PROVIDED BY PLUMBER. HAMEL, MN. FOR A PERIOD OF ONE 1 YEAR FROM DATE OF FINAL ACCEPTANCE BY THE AND MATERIALS O 13. TESTS & BALANCING ARCHITECT, UNLESS EQUIPMENT MANUFACTURERS GUARANTEE COVERS A LONGER PERIOD. 10. HEATING SYSTEM PIPING SUBMIT A SEPARATE PRICE FOR ANY EXTENDED WARRANTIES THAT ARE AVAILABLE FROM A. THE CONTRACTOR SHALL TEST, BALANCE, AND ADJUST ALL NEW AND EXISTING REGISTERS MANUFACTURERS. A. USE COPPER TYPE L TUBING WITH SOLDER FITTINGS ON ALL HEATING HOT WATER PIPING. _ AND DAMPERS OF SYSTEMS UNDER NORMAL OPERATING CONDITIONS TO ASSURE PROPER B. INCLUDE SEPARATE PRICE FOR ONE YEAR SERVICE CONTRACT. B. INSULATE ALL SUPPLY AND RETURN HEATING LINES WITH 1" FIBERGLASS INSULATION ON ALL 3/4" RETUN AIR DISTRIBUTION AND AIR QUANTITIES AS SHOWN ON THE DRAWINGS. AIR SUPPLY AND BRANCH PIPING, AND 1-1/2" INSULATION ON ALL MAINS UP TO 2" DIAMETER PIPE. 4. DUCTWORK S BMRTT DT OEACHR A PU OVALSHALL BE MEASURED AND RECORDED DATA TABULATED AND A. THIS SECTION SHALL APPLY TO ALL DUCTWORK THAT IS PART OF THIS CONTRACT UNLESS C. PITCH PIPING A MINIMUM 1/8" PER FOOT TO ALLOW PROPI-R PURGING OF ENTRAPPED AIR. B. CONTROLS SHALL BE ADJUSTED AND TESTED TO INDICATE COMPLIANCE WITH SPECIFIED 1 INDICATED OTHERWISE ON THE DRAWINGS. OPERATIONS. D. PROVIDE SLEEVES FOR PIPING PASSING THROUGH CEI`_.IN_T�3-, "8`AL LS OR PARTITIONS OF ANY KIND. I B. DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF SMACNA LOW C. OPERATING TESTS: VELOCITY DUCT CONSTRUCTION STANDARDS MANUAL, USING PRIME SHEETS OF GALVANIZED STEEL 11. HVAC VALVES: TEST ALL NEW EQUIPMENT FOR A MINIMUM PERIOD OF 24 HRS WITH HEATING AND AS CALLED FOR ON THE DRAWINGS. ALL DUCTWORK SHALL BE NEW. COOLING SYSTEMS BEING FULLY TESTED DURING APPROPRIATE SEASON. A. THE WORK INCLUDES THE PROVIDING OF ALL LABOR, MATERIALS, EQUIPMENT, 1 C. THE CONSTRUCTION FOR LOW PRESSURE RECTANGULAR SHEET-METAL DUCTS SHALL BE MADE E ,__ ,N MAD ' ACCESSORIES, SERVICES AND TESTS NECESSARY TO C )f�`=�..___�- r�:�:; �,uE READY D. FULLY SERVICE EXISTING DOCTOR'S OFFICE AIR HANDLER AND CONDENSING UNIT. IN ACCORDANCE- WITH RECOMMENDATIONS OF THE ASHRAE GUIDE, LATEST EDITION, OR AS PER FOR OPERATION BY THE OWNER. START-UP, TEST AND MAKE SYSTEM FULLY OPERATIONAL. SMACNA MANUAL, BUT NOT LESS THAN THE FOLLOWING WEIGHTS AND CONSTRUCTION: B. ALI. VALVES SHALL BE OF A DESIGN WHICH THE MANUFACTURER LISTS FOR THE 15. CONTROLS: � DIMENSION SERVICE AND SHALL. BE OF MATERIALS ALLOWED BY THE LATEST EDITION OF THE OF LONGEST SIDE SHEETMETAL GAUGE ASME CODE FOR PRESSURE PIPING. A. HEATING & COOLING -FURNISH AND INSTALL FOR EACH AIR CONDITIONING LONGEST SIDE, (ALL FOUR SIDES) UNIT "NEST" CONTROLLER, SEE CONTROL DIAGRAM FOR ADDITIONAL REQUIREMANTS. INCHESSTEEL GAUGE C. ALL VALVES SHALL BE INSTALLED WITH THE BEST WORKMANSHIP AND ARE TO 1 HAVE NEAT APPEARANCE AND BE ARRANGED SO THAT THEY ARE EASILY ACCESSIBLE. 16. SHOP DRAWINGS AND EQUIPMENT SUBMITTALS UP THRU 12 26 j 13 THRU 18 24 D. ALL VALVES UP TO 2" IN DIAMETER SHALL HAVE SCREW ENDS. 19 THRU 30 24 A. CONTRACTOR SHALL PROVIDE TO THE ARCHITECT SHOP DRAWINGS OF SHEET METAL DUCTWORK AND EQUIPMENT MOUNTING. SHOP DRAWINGS SHALL BE 3/8" SCALE WITH 12. PIPE INSULATION: D. SUPPORT HORIZONTAL DUCTS WITH HANGERS SECURED TO CEILING JOISTS AT INTERVALS NOT SUBMITTALS CONSISTING OF A MINIMUM (3) SETS OF PRINTS AND (1) SEPIA SET. '� " ra EG" TO EXCEED 6'--0". VERTICAL DUCTS SHALL BE SUPPORTED WITH ANGLE IRON BRACKETS AT A. INSULATE ALL HOT WATER HEATING PIPING WITH OWENS COrzlsllv� VAPORW�CK PIPE INSULATION. INSULATION THICKNESS SHALL BE ONE INCH. B. ALL EQUIPMENT AND DEVICES TO BE INSTALLED SHALL BE SUBMITTED IN MINIMUM SETS INTERVALS NOT TO EXCEED 6'-0"., _ OF (4). E. SEAL ALL DUCTWORK AIRTIGHT AT JOINTS, SEAMS AND CONNECTION TO EQUIPMENT, WITH 3M EC-800 MASTIC OR APPROVED EQUAL. 13. RADIANT FLOOR SYSTEM C. NO EQUIPMENT SHALL BE INSTALLED WITHOUT THE WRITTEN APPROVAL OF THE ARCHITECT OR ENGINEER. 5. DAMPERS A. THE RADIANT FLOOR HEATING SYSTEM TO BE PROVIDED FOR THE AREAS AS INDICATED ON THE RADIANT FLOOR SYSTEM SCHEDULE. IT SHALL INCLUDE PROVISION AND INSTALLATION OF THE 17. OPERATION COD: CABLE OPERATED DAMPENS INFLOOR COMMERCIAL COMPONENTS, INFLOOR TUBING, ELECTRIC CONTROL HEADS, SYSTEM CONTROLS, VOLUME DAMPER ASSEMBLY OPPOSED BLADES LINKED TOGETHER IN A FRAME, AND OPERATED PRIMARY BOILER LOOP AND CIRCULATING PUMP, SYSTEM TREATMENT AND UNDERLAYP.AENT. A. CONTRACTORS SHALL SPEND THE TIME, AS REQUIRED, TO FULLY EXPLAIN THE OPERATION THROUGH FLEX CABLE THROUGH LINEAR BAR DIFFUSER'S FACE. B. WARRANTY OF THE NEW HEATING AND AIR CONDITIONING SYSTEMS TO THE OWNER OR OWNER PROVIDE TWENTY-FIVE (25) YEAR MANUFACTURER'S WARRANTY FOR UPONOR TUBING, AND 18 REPRESENTATIVE. 6. DIFFUSERS AND REGISTERS MONTHS MANUFACTURER'S WARRANTY FOR OTHER UPNOR-WIRSBO COMPONENTS. B. AT THE TERMINATION OF WORK SUBMIT TO THE OWNER (2) SETS OF OPERATION AND ALL SUPPLY AND RETURN GRILLES, UNLESS INDICATED OTHERWISE, SHALL BE STEEL C. QUALITY ASSURANCE TYPE AS MANUFACTURED BY "TITUS" CO." OF SIZE AS SPECIFIED ON THE DRAWINGS. MAINTENANCE MANUALS TO INCLUDE ALL NEWLY INSTALLED EQUIPMENT. DIFFUSERS AND REGISTERS SHALL BE NEW, AND OF FINISH AS SPECIFIED BY THE ARCHITECT. 1. INSTALLER'S QUALIFICATIGNS: INSTALLATION OF UPONOR RADIANT HE SYSTEM SHALL BE BY A TRAINED WIRSBO DEALER AUTHORIZED BY THE UPONOR C%?-`P :3JY. j 7. DUCT INSULATION 2. PRESSURE TEST: PROVIDE HYDROSTATIC TEST OF PRIMARY MANIFOLDS, AND TUBING A. PROVIDE 1" ,ACOUSTIC LINING ON FIRST 20 FT. OF SUPPLY AND RETURN DUCTWORK TO 60 PSIG FOR 24 HOURS. CONNECTIONS TO AC UNITS, AND AS INDICATED ON THE DRAWINGS. LINING TO BE "CERTAINEED" MANUFACTURER TYPE 150, 1-INCH THICK OR APPROVED EQUAL. INCREASE D. DELIVERY AND STORAGE HANDLING DUCT SIZE TO MAINTAIN INSIDE DUCT DIMENSIONS INDICATED ON DRAWINGS. ORiG! .PEA ALL REMAINING SUPPLY AND RETURN DUCTWORK SHALL BE INSULATED WITH FOIL FACE 1-1/2" GENERAL REQUIREMENTS: MATERIALS SHALL BE DELIVERED N T �I , NI.�L, UNOPENED DUCT INSULATION. PACKAGES, AND PROTECTED FROM EXPOSURE TO THE ELEM:R` ; . ` ,' CF' DETERICI?ATED MATERIAL SHALL BE REMOVED FROM THE PREMISES. B. INSULATION SHALL HAVE COMPOSITE FIRE AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURE ASTM-E-84, NFPA 255 AND UL723 NOT EXCEEDING FLAME SPREAD 25, SMOKE DEVELOPED 50, FUEL CONTRIBUTED 50. MECHANICAL SPECIFICATIONS D'ANTO � I EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL&SIGNATURE: DATE: 7/23/18 ISSUE REVISION MECHANICAL OF NEry SCALE: S ARCHITECT / ENGINEER ANAV I RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS,CALCULATIONS, DETAILS, � }' SPECIFICATIONS �P o o DRAWING BY: M.K. � �� `�� ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS t!� t 'A 1 11.15.17 DOB FILING SET CO N S L- - ` DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- � fi � CHK.BY: G.D. 2 7.23.15 BID SET ENGINE 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ;� DWG.NO.: v " NEW YORK, NY 10013 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED 3 08.14.18 DOB FILING SET n / CUTCHOGU E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS -500.00 A_500.00 30 W. WAUKENA AVE PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR M OCEANSIDE NY 11672 917.689.0301 (t) USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE O p9Z° WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN 90FESSIONP� 5- 1-;;r - - - �' `'> M eakselfc'sd@liVe.com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER J16-594-428 s > I __ WIRING LEGEND STAND-BY GENERATOR GENERAL ELECTRICAL NOTES: MODEL MIN. LPG PRESSURE ` FUEL CONSUMPTION 0 (2) SETS OF WESLEYAN TRIPLEX DIRECT BURIAL UNIT MANUFACTURER NUMBER KW VOLTAGE PHASE MAIN CB (INCHES OF WATER) PROPANE DIMENSIONS 1. ALL WORK TO BE PERFORMED BY ELECTRICAL CONTRACTOR SHALL BE IN STRICT ACCORDANCE WITH THE CURRENT NATIONAL ELECTRICAL CODE, LOCAL AUTHORITY HAVING CABLE BY SOUTHWIRE JURISDICTION AND NEW YORK STATE CODES AND SPECIFICATIONS. ALL ELECTRICAL WORK SHALL BE PERFORMED ONLY BY DULY LICENSED ELECTRICIANS. (POLE TO METER) CUBIC FT /HR © (2) SETS OF MONMOUTH TRIPLEX DIRECT BURIAL EM1 GENERA.0 RG025 25 120/240 1 125 11-14 143 E2.2" L x 38.6" H x 30.6" W 2. THE ELECTRICAL CONTRACTOR SHALL MAKE APPLICATION TO THE UTILITY CO. FOR A NEW ELECTRIC SERVICE. ALL WORK SHALL BE COORDINATED WITH AND DONE IN ACCORDANCE CABLE BY SOUTHWIF;E WITH THE UTILITY CO'S. REQUIREMENTS AND SHALL CONFORM WITH THEIR LATEST SERVICE LAYOUT. ALL SERVICE SWITCHES AND SERVICE PANELBOARDS SHALL BE LISTED FOR USE AS (METER TO HOUSE) PROVIDE THE FOLLOWING ACCESSORIES: -COLD WEATHER KIT SERVICE EQUIPMENT. -ALUMINUM LEVEL 2 ACOUTIC ENCLOSURE -AUXILLARY TRANSFER SWITCH CONTfCT -UPSIZED 130KW ALTERNATOR WITH TROPICAL -SCHEDULE MAINTENANCE KIT 3. ALL DEVICES AND EQUIPMENT SHALL BE RATED FOR THE AVAILABLE SHORT CIRCUIT CURRENT. REQUEST AND OBTAIN THE SHORT CIRCUIT AVAILABILITY FROM THE UTLITY COMPANY. PVC#1/0 AWG, (1) #6 AWG -IN 4" SCHEDULE 40 COATING AND STRIP HEATER -REMOTE MONITOR -WET CELL BATTERY -5 YEAR COMPREHENSIVE WARRANTY 4. CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL EQUIPMENT AND LABOR AS SHOWN OR IMPLIED ON ALL DRAWINGS AND NOTES. — NEW WORK B=LOW GRADE 5. CONTRACTOR SHALL FURNISH AND INSTALL ALL ADDITIONAL PANELS AND CIRCUITING AS REQUIRED. 6. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK WITH THE WORK OF OTHER TRADES. VOLTAGE DROP USING FORMULA METHOD ELECTRICAL EQUIPMENT LEGEND FOR STANDBY GENERATOR POWER FEED TO ATS IN GARAGE 7. ELECTRICAL CONTRACTOR SHALL PERFORM ALL CHOPPING, CUTTING AND DRILLING OF PARTITIONS AND FLOORS REQUIRED FOR THE PROPER INSTALLATION OF ALL ELECTRICAL WORK. VD = 2 x K x Q x I x D/CM (SINGLE PHASE) METER AS PER UTILITY COMPANY 8. CONTRACTOR SHALL PROVIDE ALL NECESSARY POWER AS REQUIRED WHERE A MACHINE OR DEVICE IS SPECIFIED. WHERE A SPECIAL ELECTRICAL RECEPTACLE IS REQUIRED, THE NEW 400 AMPWHERE: O ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL SAME. VD REGULATIONS, MET 1PH.= VOLTAGE DROP / INSTALL ON WOOD POSTS AS PER UTILITY COMPANY K = DIRECT CURRENT CONSTANT SPEC. 9. THE CONTRACTOR SHALL BALANCE ACTIVE CIRCUITS BETWEEN ALL PANELS. Q = ALTERNATING CURRENT ADJUSTMENT FACTOR (1 FOR CONDUCTORS SMALLER THAN 2/0) O 400 AMP MAIN DISTRIPUTION PANEL 'MDP' 10. THE CONTRACTOR SHALL BALANCE LOADS ON ALL PANELS TO WITHIN 10% ON EACH PHASE. I = AMPERES WITH 400 AMP MAIN D DISTANCE (FEET) 240/1 PH 11. CIRCUIT NUMBERS ARE INDICATED FOR GROUPING PURPOSES ONLY. THE ELECTRICAL CONTRACTOR MAY REARRANGE CIRCUITING AS NECESSARY TO BALANCE CIRCUITS OR TO = CM = CIRCULAR-MILS OF CONDUCTOR 03 GROUND PER NEC REDUCE WIRING REQUIREMENTS. ALLOWABLE VOLTAGE DROP = 3% = 240V (.03) = 7.2 V 12. THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY MECHANICAL CONTROL WIRING. ALL CONTROL DEVICES WILL BE FURNISHED AND INSTALLED BY THE PROPOSED WIRE SIZE = NO. 1/0 AWG4 240V/1 PH/200 AMP AUTOMATIC TRANSFER SWITCH. MECHANICAL CONTRACTOR O USE GENERAC MODEL # RTSC200AS OR APPROVED K = 12.9 EQUAL MANUFACTURER. _ AC RESISTANCE __ 17.3"H X 14.6"W X 7.1"D Q DC RESISTANCE 1 .0 ELEC DISTRIBUTION PNL: 'EM-1' 1 = 125 AMPERES O5 125 AMP MLO D = 150 FEET 240V/1 PH/32 CIRCUIT CM == 105,600 © GENERATOR MONITOR. USE GENERAC MOBILE LINK. ACTUAL VD = 2 x 12.9 x 1 .0 x 125 x 150 = 5.7 8 V 105,600 O NEW ELECTRICAL DISTRIBUTION PANEL 'LP-1' 5.78 V 225 AMP MLO/1 PH/42 POLE PERCENT VOLTAGE DROP = 240 V 2.4 % ® NEW LIGHTING PANEL NOTE: 1) SIZE AND LENGTH OF FEEDER OK AT (3) #1/0 AWG, (1) # 6 AWG GRND IN 0 SECURITY PANEL 4" SCHEDULE 40 PVC AND 150 FEET LONG CONSULT WITH ENGINEER WITH ANY 12 10 IRRIGATION PANEL CHANGES. 11 NEW ELECTRICAL DISTRIBUTION PANEL 225 AMP MLO/1PH/42 POLE 12 NEW ELECTRICAL DISTRIBUTION PANEL 'LP-2' 225 AMP MLO/1PH/42 POLE ----------------------- EXISTING WORK SECOND FLOOR SECOND FLOOR - �- EXISTING WORK TO BE REMOVED NEW WORK — NEW WORK BELOW GRADE 6 02 STAND-BY GENERATOR 'EM1'. ® O 1 SEE SCHEDULE THIS SHEET 3 CONTROL PANEL WITH 125 - 10 77" AMP MAIN CB 9 MOUNT ON CONCRETE PAD AS PER MANUFACTURER'S RECOMMENDATION 1 ST FLOOR 1 ST FLOOR 46" -�- EXTERIOR GRADE t— — — NEW CONDUIT AS PER- I I (4) #10 AWG. POWER FOR (6) #18 AWG CONTROL UTILITY COMPANY I BATTERY CHARGER & CIRC. IN SEPARATE 1" C. I I RULING HEATER IN 1�� 'ATS' I II I WIRE TO MDP PANEL WIRE TO ATS' I J A B 11 BASEMENT BASEMENT ELECTRICAL ONE—LINE DIAGRAM (NOT TO SCALE) ISSUE REVISION D'ANTC�N 10 EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL&SIGNATURE: DATE: 7/23/18 _ ELECTRICAL SERVICE �EoF NEw y SCALE: AS NOTED 1 11.15.17 DOB FILING SET CONSUL G ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS,ARRANGEMENTS ANDIDICATIONS, PLANS, IDEAS, CALCULATIONS,ESIGNNS REPRESENTED OR REFERRED TOIN THIS EVALUATION, STANDBY Gj�PD T� 0 '9 DRAWING BY: S.D. 2 7.23.18 BID SET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- GENERATOR SCHEDULE, CHK.BY: G.D. 16 JAY STREET 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE ,. 3 OS.14.18 DOB FILING SET E N G I N E E S S P.C. MADE IS EXECUTED OR NOT. THEY WERE CREATED EVOLVED, DEVELOPED RISER DIAGRAM & NOTES n d Q DWG.NO.: NEW YORK, NY 10013 CUTCHOGU E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS 30 W. WAUKEo A AVE PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR E- 1 00 .00 OCEANSIDE, NY 1151-2 917.689.0301 (t) — USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSEp9Z° ��'C� WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN O` SSIONP 516-594-4284 (Job ;f % �' eakSelradgglive com PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER STAND-BY GENERATOR SPECIFICATIONS 2.2. ALTERNATOR 2.2.1 THE ALTERNATOR SHALL BE A 4 POLE REVOLVING FIELD TYPE, 4 LEAD, WIRED 120/240 VAC 1 PHASE, 60 HZ, WITH A 4. ADDITIONAL PROJECT REQUIREMENTS 1. GENERAL BRUSHLESS EXCITER. PHOTOSENSITIVE COMPONENTS WILL NOT BE PERMITTED IN THE ROTATING EXCITER. THE STATOR SHALL BE GEAR DRIVE CONNECTED TO THE ENGINE TO ENSURE PERMANENT ALIGNMENT. THE GENERATOR SHALL MEET TEMPERATURE RISE STANDARDS 4.1. APPLIED STANDARDS 1.1. DESCRIPTION OF SYSTEM FOR CLASS "H" INSULATION, OPERATE WITHIN CLASS "F" STANDARDS FOR EXTENDED LIFE. ALL LEADS MUST BE EXTENDED INTO AN AC 1.1.1. PROVIDE A STANDBY POWER SYSTEM TO SUPPLY ELECTRICAL POWER IN EVENT OF FAILURE OF NORMAL SUPPLY, CONSISTING CONNECTION PANEL. THE ALTERNATOR SHALL BE PROTECTED BY INTERNAL THERMAL OVERLOAD PROTECTION AND AN AUTOMATIC RESET 4.1.1. THE GENERATOR SET(S) MUST BE MANUFACTURED TO THE APPLICABLE SPECIFICATIONS ON FILE WITH UNDERWRITERS OF A LIQUID COOLED ENGINE, AN AC ALTERNATOR AND SYSTEM CONTROLS WITH ALL NECESSARY ACCESSORIES FOR A COMPLETE FIELD CIRCUIT BREAKER. LABORATORIES AND THE UL 2200 MARK MUST BE AFFIXED. OPERATING SYSTEM, INCLUDING BUT NOT LIMITED TO THE ITEMS AS SPECIFIED HEREINAFTER. 1.2. REQUIREMENTS OF REGULATORY AGENCIES 2.2.2 ONE STEP LOAD ACCEPTANCE SHALL BE 100% OF ENGINE-GENERATOR SET NAMEPLATE RATING AND MEET THE REQUIREMENTS 4.2. FACTORY TESTING 1.2.1. AN ELECTRIC GENERATING SYSTEM, CONSISTING OF A PRIME MOVER, GENERATOR, GOVERNOR, COUPLING AND ALL CONTROLS, OF NFPA 110 PARAGRAPH 5-13.2.6. 4.2.1. BEFORE SHIPMENT OF THE EQUIPMENT, THE ENGINE-GENERATOR SET SHALL BE TESTED UNDER RATED LOAD FOR MUST HAVE BEEN TESTED, AS A COMPLETE UNIT, ON A REPRESENTATIVE ENGINEERING PROTOTYPE MODEL OF THE EQUIPMENT TO BE PERFORMANCE AND PROPER FUNCTIONING OF CONTROL AND INTERFACING CIRCUITS. TESTS SHALL INCLUDE: SOLD. 2.2.3. A NEMA 1 PANEL THAT IS AN INTEGRAL PART OF THE GENERATOR SET MUST BE PROVIDED TO ALLOW THE INSTALLER A 1.2.2. THE GENERATOR SET MUST CONFORM TO APPLICABLE NATIONAL ELECTRICAL CODE AND APPLICABLE INSPECTION AUTHORITIES. CONVENIENT LOCATION IN WHICH TO MAKE ELECTRICAL OUTPUT CONNECTIONS. A FULLY RATED, ISOLATED NEUTRAL MUST BE INCLUDED 4.2.1.1. VERIFYING ALL SAFETY SHUTDOWNS ARE FUNCTIONING PROPERLY. 1.2.3. THE GENERATOR SET MUST BE AVAILABLE WITH THE UNDERWRITERS LABORATORIES LISTING (UL2200) AS A STATIONARY ENGINE BY THE GENERATOR SET MANUFACTURER TO INSURE PROPER SIZING. 4.2.1.2. VERIFY SINGLE STEP LOAD PICK-UP PER NFPA 110-1996, PARAGRAPH 5-13.2.6. GENERATOR ASSEMBLY. 4.2.1.3. VERIFY TRANSIENT AND VOLTAGE DIP RESPONSES AND STEADY STATE VOLTAGE AND SPEED (FREQUENCY) CHECKS. 1.3. MANUFACTURER QUALIFICATIONS 2.2.4. THE ELECTRICAL PLANT SHALL BE MOUNTED WITH VIBRATION ISOLATORS ON A WELDED STEEL BASE THAT SHALL PERMIT 1.3.1. THIS SYSTEM SHALL BE SUPPLIED BY GENERAC POWER SYSTEMS OR AN APPROVED EQUAL WHO HAS BEEN REGULARLY SUITABLE MOUNTING TO ANY LEVEL SURFACE. 4.3. OWNER'S MANUAL ENGAGED IN THE PRODUCTION OF ENGINE-ALTERNATOR SETS, AUTOMATIC TRANSFER SWITCHES, AND ASSOCIATED CONTROLS FOR A MINIMUM OF TWENTY YEARS, THEREBY IDENTIFYING ONE SOURCE OF SUPPLY AND RESPONSIBILITY. 2.2.5. PROVIDE THE FOLLOWING ITEMS INSTALLED AT THE FACTORY: 4.3.1. A SET OF OWNER'S MANUALS SPECIFIC TO THE PRODUCT SUPPLIED MUST ACCOMPANY DELIVERY OF THE EQUIPMENT. 1.3.2. TO BE CLASSIFIED AS A MANUFACTURER, THE BUILDER OF THE GENERATOR SET MUST MANUFACTURE, AT MINIMUM, ENGINES GENERAL OPERATING INSTRUCTION, PREVENTIVE MAINTENANCE, WIRING DIAGRAMS, SCHEMATICS AND PARTS EXPLODED VIEWS SPECIFIC OR ALTERNATORS. 2.2.5.1. AMAIN LINE CIRCUITBREAKER CARRYING THE UL MARK SHALL BE FACTORY INSTALLED. THE BREAKER SHALL BE RATED PER TO THIS MODEL MUST BE INCLUDED. 1.3.3. THE MANUFACTURER SHALL HAVE PRINTED LITERATURE AND BROCHURES DESCRIBING THE STANDARD SERIES SPECIFIED, NOT A THE MANUFACTURER'S RECOMIMIENDAliONS. THE LINE SIDE CONNECTIONS ARE TO BE MADE AT THE FACTORY. OUTPUT LUGS SHALL BE 4.4. INSTALLATION ONE OF A KIND FABRICATION. PROVIDED FOR LOAD SIDE CON IECTIONS. A SYSTEM UTILIZING MANUAL RESET FIELD CIRCUIT BREAKERS AND CURRENT TRANSFORMERS 4.4.1. CONTRACTOR SHALL INSTALL THE COMPLETE ELECTRICAL GENERATING SYSTEM INCLUDING ALL FUEL CONNECTIONS IN IS UNACCEPTABLE. ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AS REVIEWED BY THE ENGINEER. 2. ENGINE-GENERATOR SET 4.5. SERVICE 2.3. CONTROLS 4.5.1. SUPPLIER OF THE ELECTRIC PLANT AND ASSOCIATED ITEMS SHALL HAVE PERMANENT SERVICE FACILITIES IN THIS TRADE AREA. 2.1. ENGINE THESE FACILITIES SHALL COMPRISE A PERMANENT FORCE OF FACTORY TRAINED SERVICE PERSONNEL ON 24 HOUR CALL, EXPERIENCED 2.3.1. ALL ENGINE ALTE?tl ; w r,:ygTROLS AND INSTRUMENTATION SHALL BE DESIGNED, BUILT, WIRED, TESTED AND MOUNTED IN A IN SERVICING THIS TYPE OF EQUIPMENT, PROVIDING WARRANTY AND ROUTINE MAINTENANCE SERVICE TO AFFORD THE OWNER MAXIMUM 2.1.1 THE PRIME MOVER SHALL BE A LIQUID-COOLED, NATURALLY ASPIRATED ENGINE. IT WILL HAVE AN IN-LINE 8 CYLINDER NEMA 1 ENCLOSURE TO THE E$«,!;NE-"GENtiR,ATOR SET BY THE MANUFACTURER. PROTECTION. DELEGATION OF THIS SERVICE RESPONSIBILITY FOR ANY OF THE EQUIPMENT LISTED HEREIN WILL NOT BE CONSIDERED CONFIGURATION WITH A MINIMUM DISPLACEMENT OF 1.5 LITERS. THE UNIT REQUIRES A MINIMUM RATED OUTPUT OF 25 KW AT AN FULFILLMENT OF THESE SPECIFICATIONS. SERVICE CONTRACTS SHALL ALSO BE AVAILABLE. OPERATING SPEED OF 3,600 RPM. 2.3.2. THE GENERATOR CONTROL SYSTEM SHALL BE A FULLY INTEGRATED AND MULTI-PURPOSE MICROPROCESSOR BASED CONTROL 4.6. WARRANTY SYSTEM FOR STANDBY EMERGENCY ENGINE GENERATORS. 4.6.1. THE STANDBY ELECTRIC GENERATING SYSTEM COMPONENTS, COMPLETE ENGINE-GENERATOR AND INSTRUMENTATION PANEL 2.1.2. THE ENGINE IS TO BE COOLED WITH A UNIT MOUNTED RADIATOR, FAN, WATER PUMP, AND CLOSED COOLANT RECOVERY SYSTEM SHALL BE WARRANTED BY THE MANUFACTURER AGAINST DEFECTIVE MATERIALS AND FACTORY WORKMANSHIP FOR A PERIOD OF 24 PROVIDING VISUAL DIAGNOSTIC MEANS TO DETERMINE IF THE SYSTEM IS OPERATING WITH A NORMAL ENGINE COOLANT LEVEL. THE 2.3.2.1. THE GENERATOR CONTROL SYSTEM SHALL INCORPORATE A SELECTABLE LOW-SPEED AUTOMATIC EXERCISE FUNCTION. IN THE MONTHS. SUCH DEFECTIVE PARTS SHALL BE REPAIRED OR REPLACED AT THE MANUFACTURER'S OPTION, FREE OF CHARGE. TRAVEL RADIATOR SHALL BE DESIGNED FOR OPERATION IN 77 DEGREES F, 25 DEGREES C AMBIENT TEMPERATURE. EVENT OF A UTILITY POWER LOSS DURING A LOW-SPEED EXERCISE FUNCTION, THE SYSTEM WILL AUTOMATICALLY REVERT TO FULL AND LABOR SHALL BE INCLUDED FOR THE FIRST 12 MONTHS. THE WARRANTY PERIOD SHALL COMMENCE WHEN THE STANDBY POWER RATED SPEED BEFORE LOAD TRANSFER OCCURS. THIS CONFIGURATION SHALL CONTAIN A COMPLETE AUTOMATIC ENGINE START-STOP SYSTEM IS FIRST PLACED INTO SERVICE. MULTIPLE WARRANTIES FOR INDIVIDUAL COMPONENTS (ENGINE, ALTERNATOR, CONTROLS, ETC.) 2.1.3. THE INTAKE AIR FILTER WITH REPLACEABLE ELEMENT MUST BE MOUNTED ON THE UNIT. FULL PRESSURE LUBRICATION SHALL BE CONTROL. WILL NOT BE ACCEPTABLE. SATISFACTORY WARRANTY DOCUMENTS MUST BE PROVIDED. ALSO, IN THE JUDGMENT OF THE SPECIFYING SUPPLIED BY A POSITIVE DISPLACEMENT LUBE OIL PUMP. THE ENGINE SHALL HAVE A REPLACEABLE OIL FILTER WITH INTERNAL BYPASS AUTHORITY, THE MANUFACTURER SUPPLYING THE WARRANTY FOR THE COMPLETE SYSTEM MUST HAVE THE NECESSARY FINANCIAL AND REPLACEABLE ELEMENT. ENGINE COOLANT AND OIL DRAIN EXTENSIONS, EQUIPPED WITH PIPE PLUGS, MUST BE PROVIDED FOR THE CONTROL PANEL DISPLAY ALL PERTINENT UNIT PARAMETERS INCLUDING: STRENGTH AND TECHNICAL EXPERTISE WITH ALL COMPONENTS SUPPLIED TO PROVIDE ADEQUATE WARRANTY SUPPORT. CLEANER AND MORE CONVENIENT ENGINE SERVICING. A FAN GUARD MUST BE INSTALLED FOR PERSONNEL SAFETY. GENERATOR STATUS 2.1.4. THE ENGINE SHALL HAVE A BATTERY CHARGING DC ALTERNATOR WITH A DIGITAL VOLTAGE REGULATOR. ENGINE CRANKING CURRENT UNIT STATUS IN REAL TIME 4.7. STARTUP AND CHECKOUT SHALL BE BY A SOLENOID SHIFT, ELECTRIC STARTER, ENGINE OPERATING CONDITIONS 4.7.1. THE SUPPLIER OF THE ELECTRIC GENERATING PLANT AND ASSOCIATED ITEMS COVERED HEREIN SHALL PROVIDE FACTORY 2.1.5 THE ENGINE FUEL SYSTEM SHALL BE DESIGNED FOR OPERATION ON PROPANE GAS HAVING A BTU CONTENT OF 2500 BTU PER REAL-TIME READOUTS OF THE ENGINE AND ALTERNATOR VALUES TRAINED TECHNICIANS TO CHECKOUT THE COMPLETED INSTALLATION AND TO PERFORM AN INITIAL STARTUP INSPECTION TO INCLUDE: CUBIC FOOT DELIVERED TO THE UNIT IN VAPOR STATE. A CARBURETOR, SECONDARY REGULATOR, FUEL LOCK-OFF SOLENOID AND ALL OIL PRESSURE 4.7.1.1. ENSURING THE ENGINE STARTS (BOTH HOT AND COLD) WITHIN THE SPECIFIED TIME. PIPING MUST BE INSTALLED AT THE POINT OF MANUFACTURING, TERMINATING AT A SINGLE PIPE OPENING EXTERNAL TO THE MOUNTING COOLANT TEMPERATURE AND ENGINE SPEED 4.7.1.2. VERIFICATION OF ENGINE PARAMETERS WITHIN SPECIFICATION. BASE. DC BATTERY VOLTAGE 4.7.1.3. VERIFY NO LOAD FREQUENCY AND VOLTAGE, ADJUSTING IF REQUIRED. RUN TIME HOURS 4.7.1.4. TEST ALL AUTOMATIC SHUTDOWNS OF THE ENGINE-GENERATOR. 2.1.6. THE ENGINE SHALL HAVE A UNIT MOUNTED, THERMOSTATICALLY CONTROLLED WATER JACKET HEATER TO AID IN QUICK STARTING. GENERATOR VOLTAGES, AMPS, 4.7.1.5. PERFORM A LOAD TEST OF THE ELECTRIC PLANT, ENSURING FULL LOAD FREQUENCY AND VOLTAGE ARE WITHIN THE WATTAGE SHALL BE AS RECOMMENDED BY THE MANUFACTURER. THE CONTRACTOR SHALL PROVIDE PROPER BRANCH CIRCUIT FROM POWER FACTOR SPECIFICATION BY USING BUILDING LOAD. NORMAL UTILITY POWER SOURCE. GENERATOR COMMANDS ALARM STATUS 2.1.7. SENSING ELEMENTS FOR LOW OIL PRESSURE SHUTDOWN, HIGH COOLANT TEMPERATURE SHUTDOWN, LOW COOLANT LEVEL CURRENT ALARM(S) CONDITI`C; SHUTDOWN, OVERSPEED SHUTDOWN, OVERCIRANK SHUTDOWN AND LOW FUEL PRESSURE ALARM ARE TO BE CONNECTED TO THE LOW OR HIGH AC VOLTAGE CONTROL PANEL USING A WIRING HARNESS WITH THE FOLLOWING FEATURES: WIRE NUMBER LABELING ON EACH END OF THE WIRE LOW OR HIGH BATTERY VOLTAG: RUN FOR EASY IDENTIFICATION, EACH SENSOR CONNECTION SHALL BE SEALED TO PREVENT CORROSION AND ALL WIRING TO BE RUN LOW OR HIGH FREQUENC" IN FLEXIBLE CONDUIT FOR PROTECTION FROM THE ENVIRONMENT AND ANY MOVING OBJECTS. PRE-LOW OR LOW OIL PRES:CL RIE LOW WATER LEVEL AND TEMPERATURE 2.1.8. THE FOLLOWING EQUIPMENT IS TO BE PROVIDED BY THE ENGINE-GENERATOR SET MANUFACTURER AND SHIPPED LOOSE WITH PRE-HIGH OR HIGH ENGI`-JE TEM;.R r RATURE THE UNIT: OVERCRANK OVER AND UNDER SPEED 2.1.8.1. THE MANUFACTURER WILL SUPPLY ITS RECOMMENDED FLEXIBLE FUEL LINE TO CONNECT THE ENGINE TO THE EXTERNAL UNIT NOT IN "AUTOMATIC MODE PROPANE GAS FUEL SUPPLY LINE. ON STATIONARY APPLICATIONS THE FUEL LINE SHALL MATH THE FUEL FITTING ON THE UNIT. LOW FUEL PRESSURE ALARM LOG 2.1.9. ENGINE SPEED SHALL BE CONTROLLED BY AN ISOCHRONOUS GOVERNOR WITH NO CHANGE IN ALTERNATOR FREQUENCY FROM MEMORY OF LAST TWENTY ALARM EVENTS (DATE AND TIME STAMPED) NO LOAD TO FULL LOAD. STEADY STATE REGULATION IS TO BE 0.25%. OPERATING PARAMETERS ACCESS TO AND MANIPULATION: OF THE CURRENT OPERATING PARAMETERS AND ALARM LIMITS SHALL BE CONDUCTED VIA GENLINK SOFTWARE. THE PC BASED SOF 'ARE CAN BE UTILIZED TO DO SO THROUG:A THE STANDARD RS232 OR OPTIONAL MODEM. THE SOFTWARE MUST SIMULATE THE GENERATOR CONTROL PANEL, AND ALLOW FOR ACCESS TO ALL PERTINENT GENERATOR FUNCTIONS. 3. ADDITIONAL UNIT REQUIRLEMENTS 3.1. UNIT ACCESSORIES 3.1.1. THE FOLLOWING EQUIPMENT IS TO BE INSTALLED AT THE ENGINE-GENERATOR SET MANUFACTURER'S FACILITY: 3.1.1.1 WEATHER PROTECTIVE SOUND ATTENUATED ENCLOSURE: THE ENGINE-GENERATOR SET SHALL BE FACTORY ENCLOSED IN AN ALUMINUM ENCLOSURE CONSTRUCTED WITH CORNER POSTS, UPRIGHTS AND HEADERS, THE ROOF SHALL AID IN THE RUNOFF OF WATER. THE MATERIAL SHALL BE .080" THICK, TYPE 3003 ALUMINUM. THE ENCLOSURE SHALL BE COATED WITH ELECTROSTATICALLY APPLIED POWDER PAINT, BAKED AND FINISHED TO MANUFACTURER'S SPECIFICATIONS. THE COLOR WILL BE TAN-STANDARD OR AS SPECIFIED BY ARCHITECT. THE ENCLOSURE SHALL BE LINED WITH 1" THICK, SOUND DEADENING, NON-COMBUSTIBLE MATERIAL IN ACCORDANCE WITH UL 2200. THE ENCLOSURE IS TO HAVE LARGE REMOVABLE DOORS TO ALLOW ACCESS TO THE ENGINE, ALTERNATOR AND CONTROL PANEL. EACH DOOR SHALL HAVE LOCKABLE HARDWARE WITH IDENTICAL KEYS. PADLOCKS DO NOT MEET THIS SPECIFICATION. 3.1.1.2 THE EXHAUST SIL_E 'L ER{S) SHALL BE PROVIDED OF THE SIZE AS RECOMMENDED BY THE MANUFACTURER AND SHALL BE OF CRITICAL GRADE. THE SILENCER(S) SHALL BE MOUNTED WITHIN THE WEATHER PROTECTIVE ENCLOSURE FOR REDUCED EXHAUST NOISE AND PROVIDE A CLEAN, SI:400 T H EXTERIOR DESIGN. 3.1.1.3 PROVIDE A 10 t M 'T-Ms,T IC DUAL-RATE BATTERY CHARGER. THE AUTOMATIC EQUALIZER SYSTEM SHALL MONITOR AND LIMIT THE CHARGE CURRENT TO 0 Alk jS. THE OUTPUT VOLTAGE IS TO BE DETERMINED BY THE CHARGE CURRENT RATE. THE CHARGER MUST BE PROTrCTFD AGAINST A REVERSE POLARITY CONNECTION. THE BATTERY CHARGER IS TO BE FACTORY INSTALLED ON THE GENERATOR SET. DUE `} LINE VOLTAGE DROP CONCERNS, A BATTERY CHARGER MOUNTED IN THE TRANSFER SWITCH WILL BE UNACCEPTABLE. ISSUE REVISION D'ANTGIr�` !O EVAN AKSELRAD SHEET: SEAL&SIG E: DATE: 7/23/18 GENERAL NOTE: OF NE CONSULI.Rm N G ARCHITECT / ENGINEER ANAVI RESIDENCE ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, CALCULATIONS, DETAILS, STANDBY GENERATOR �P�� ND w yo SCALE. AS NOTED 1 11.15.17 DOB FILIMG SET ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS SPECIFICATION tP NTpy 'A DRAWING BY: S.D. 2 7.23.18 BID SET 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- CHK.BY: G.D. ENGINEERS , P.C. 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE r r DWG.NO.: 3 08.14.18 DOB FILIMG SET NEW YORK, NY 10013CUTCHOGU E NY 11935 MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED n q 30 W. WAUKENA AVE , AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS i E-200 .00 _^oo .00 PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR �. 9 OCEANSIDE, NI�� 11572 � 917.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE Op O �� L�� eakselr ad@Irv�.cpm WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN 9�FESSIONP� 516-594-42 3 ( rob " 2'� r e� PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER NUHEAT FLOOR WARMING SYSTEM PART 1 GENERAL PART 3 EXECUTIONS 1.01 SUMMARY 3.01 SUBSTRATE EXAMINATION A. SCOPE OF WORK: PROVIDE A PRE-FORMED ELECTRIC RADIANT NUHEAT SYSTEM THAT IS MANUFACTURED TO A. VERIFY THAT FLOOR SURFACES TO BE COVERED WITH FLOOR WARMING MAT, CERAMIC TILE, MOSAICS, PAVERS, FIT THE SHAPE OF THE FLOOR. THIS WILL ENSURE EVENLY DISTRIBUTED WARMTH THROUGHOUT THE FLOOR. THE TRIM UNITS, OR THRESHOLDS ARE SOUND AND CCh'FORM TO GOOD DESIGN/ENGINEERING PRACTICES AND RIGID PRODUCT THICKNESS SHALL NOT EXCEED 1/8" AND MUST BE PROTECTED BY A 25 YEAR WARRANTY. PROVIDE WITH MAXIMUM DEFLECTION OF L/360 DISTRIBUTED UNIFORMLY OVER THE SPAN. NUHEAT FLOOR SENSING THERMOSTAT OR OTHER NUHEAT CONTROLS WITH A CLASS A GFCI PROTECTION. B. CONCRETE CURED A MINIMUM OF TWENTY—EIGHT (28) DAYS AT 70-F WITH A SATURATED SURFACE DRY (SSD) 1.02 SECTION INCLUDES CONDITION, INCLUDING AN INITIAL SEVEN (7) DAY PERIOD OF WET CURING A. NUHEAT FLOOR—WARMING SYSTEM C. CONCRETE SLAB TO HAVE STEEL TROWEL OR LIGHT BROOM FINISH WHEN MAT IS INSTALLED BY THE 1.03 REFERENCE STANDARDS THIN—SET METHOD AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) D. CLEAN AND FREE OF DIRT, OIL, GREASE, SEALERS, CURING COMPOUNDS, FORM OIL, OR LOOSE PLASTER, UI (US) 1693; UL (CAN/CSA) C22.2 #217; NEC ARTICLE 424 FLOOR WARMING SYSTEMS PAINT, AND SCALE TILE COUNCIL OF AMERICA (TCA) TILE COUNCIL OF AMERICA - CERAMIC TILE E. ALL FIRST-TIME INSTALLERS MUST CALL NUHEAT AT 1-800-778-9276 TO HAVE PROJECT REVIEWED. AMERICAN SOCIETY FOR TESTING & MATERIALS (ASTM - CURRENT EDITION) 3.02 SURFACE CONDITIONS 1.04 SUBMITTALS A. EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS SECTION WILL BE PERFORMED. CORRECT SUBMIT SHOP DRAWINGS AND MANUFACTURERS' PRODUCT DATA CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTIONS. UNSATISFACTORY CONDITIONS ARE CORRECTED. SUBMIT PROOF OF NUHEAT 25 YEAR WARRANTY (EXCLUSIVE OF CONTROLS) B. COORDINATE WITH OTHER TRADES AS NEEDED TO ASSURE THAT PROPER SUBSTRATA ARE PROVIDED TO FOR ALTERNATE MATERIALS, SUBMIT INDEPENDENT LABORATORY TEST RESULTS CONFIRMING COMPLIANCE WITH RECEIVE THE WORK OF THIS SECTION. SPECIFICATIONS LISTED IN PART 1. HORIZONTAL SURFACES: PLUMB WITHIN 1/4" IN TEN FEET IN ALL DIRECTIONS. 2- PRODUCTS AT LEAST THIRTY (30) DAYS BEFORE BID DATE. C. CONDITION OF SURFACES TO RECEIVE WARMING E"`;T (IF CURING COMPOUNDS ARE USED, THEN THE 1.05 CERTIFICATES CONCRETE MUST BE HEAVILY SCARIFIED): A. MANUFACTURER'S CERTIFICATION THAT MAT SYSTEM MATERIALS BEING PROVIDED ARE SUITABLE FOR THE 1. VERIFY THAT SURFACES TO RECEIVE MORTAR SET`ING BED A1`,1D MAT ARE FIRM, DRY, CLEAN, AND FREE FROM INTENDED USE, MEET OR EXCEED THE REFERENCED UNDERWRITER'S LABORATORY (UL) AND THE CANADIAN DUST, WAX, GREASE, SEALERS, AND ALL OTHEF: CO'NT.�.V!INATION 'WHICH MAY REDUCE OR PREVENT ADHESION. STANDARDS ASSOCIATION (CSA) 2. VERIFY THAT GROUNDS, ANCHORS, PLUGS, E E_:�,�=L: F R;rIF:,, BUCKS, ELECTRICAL WORK, MECHANICAL WORK, 1.06 QUALITY ASSURANCE AND SIMILAR ITEMS UNDER THE MAT HAVE BEEN INSTALLED BEFORE PROCEEDING WITH THE INSTALLATION OF TILE MANUFACTURER/SUPPLIERS/INSTALLERS (SINGLE SOURCE RESPONSIBILITY) A COMPANY THAT HAS MORTAR BED OR MAT. SPECIALIZED IN FLOOR WARMING SYSTEMS, WITH ONE (1) YEAR MINIMUM EXPERIENCE. OBTAIN FLOOR WARMING ADVISE GENERAL CONTRACTOR AND ARCHITECT OF V `;` T RFACE OR SUBSTRATE CONDITIONS REQUIRING MAT FROM A SINGLE SOURCE WITH RESOURCES TO PROVIDE PRODUCTS OF CONSISTENT QUALITY IN APPEARANCE CORRECTION BEFORE TILE WORK COMMENCES. 8E1 1-'P-Sf3 OF WORK CONSTITUTES ACCEPTANCE OF SUBSTRATE AND PHYSICAL PROPERTIES. INSTALLATION SYSTEM MANUFACTURER/SUPPLIER (SINGLE SOURCE RESPONSIBILITY): OR SURFACE CONDITIONS. COMPANY SPECIALIZING IN FLOOR WARMING INSTALLATION SYSTEMS AND CERTIFIED BY MANUFACTURER AS HAVING COMPLETED CERTIFIED INSTALLER PROGRAM. OBTAIN PRODUCTS FROM SINGLE SOURCE MANUFACTURER TO 3.03 INSTALLATION-ELECTRIC SYSTEM ENSURE CONSISTENT QUALITY AND COMPATIBILITY. SUBMIT LABORATORY CONFIRMATION OF INSTALLATION SYSTEMS. A. GENERAL IDENTIFY PROPER USAGE OF SPECIFIED MATERIALS USING POSITIVE ANALYTICAL METHOD. 1. COMPLY WITH PERTINENT PROVISIONS OF THE REFERENCED STANDARDS, EXCEPT AS OTHERWISE DIRECTED BY INSTALLER QUALIFICATIONS: COMPANY SPECIALIZING IN INSTALLATION OF FLOOR WARMING SYSTEM MATERIALS WITH THE ARCHITECT OR SPECIFIED HEREIN. ONE (1) YEAR DOCUMENTED EXPERIENCE WITH INSTALLATIONS OF SIMILAR SCOPE, MATERIALS AND DESIGN. ALL 2. MAINTAIN MINIMUM TEMPERATURE LIMITS AND INSTALLATION PRACTICES RECOMMENDED BY MATERIALS FIRST - TIME: INSTALLERS MUST CALL NUHEAT PRIOR TO INSTALLING THE PRODUCT TO VALIDATE THE WARRANTY. MANUFACTURERS. PERFORM THREE RESISTANCE ANID INSULATION TESTS ACCORDING TO MANUFACTURER'S INSTRUCTIONS TO ENSURE 3. DO NOT INSTALL TILE FLOORS OVER MEMBRANE U TIL THE MEMBRANE HAS BEEN TESTED AND ACCEPTED. TO CONFIRM THE PROPER POWER CONSUMPTION OF YOUR MAT, PERFORM THE RESISTANCE TEST. ENSURE THAT THE THE MATS ARE WORKING PROPERLY. RESISTANCE READING IS WITHIN THE RANGE OF PLUS 10% TO MINUS 5% OF THE RESISTANCE RATING LISTED ON 1.07 WARRANTY THE MAT TAG. THE CONTRACTOR WARRANTS THE WORK OF THIS SECTION TO BE IN ACCORDANCE WITH THE CONTRACT 4. TO CONFIRM THAT THERE IS NO SHORT TO GROUND IN THE MAT, PERFORM THE INSULATION TEST. MARK DOCUMENTS ,AND FREE FROM FAULTS AND DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE TEST RESULTS ON WARRANTY CARD AND ENSURE THEY MATCH MANUFACTURER'S RECORDED INFORMATION ON (1) YEAR. THIS SPECIAL WARRANTY EXTENDS THE PERIOD OF LIMITATIONS CONTAINED IN THE GENERAL THE MAT TAG. CONDITIONS. COUNTERSIGN WARRANTY BY INSTALLER AND MANUFACTURER. THE MANUFACTURER OF INSTALLATION B. INSTALL ACCORDING TO TCA INSTALLATION METHODS AND WRITTEN INSTRUCTIONS: SYSTEMS SHALL PROVIDE A COMPREHENSIVE NON—PRORATED WRITTEN TWENTY—FIVE (25) YEAR WARRANTEE TCA # RH 130 EGP (EXTERIOR GLUE PLYWOOD) LATLV_PORTLAND E 1r, AGAINST DEFECTIVE PRODUCTS WHICH COVERS REPLACEMENT MATERIALS AND APPLIES ONLY UNDER CERAMIC PORTLAND C h E NT MORTAR TILE, MARBLE: AND NATURAL STONE APPLICATIONS. TCA # RH 135 CEMENTIOUS BACKER UNITS/ FIBER CEMENT UNDERLAYMENT FLOOR WARMING SYSTEMS UI (US) 1693; UL (CAN/CSA) C22.2 #217; PART 2 PRODUCTS NEC ARTICLE 424 2.01 MANUFACTURERS C. SUB FLOOR — 19/32" EXTERIOR—GLUE PLYWOOD ON JOISTS AT 16" O.C. GAPS BETWEEN PLYWOOD SHEETS A. EXCEPT AS OTHERWISE APPROVED IN ADVANCE BY THE ARCHITECT, PROVIDE THE FOLLOWING WHERE CALLED TO BE TREATED PER SETTING MATERIAL MANUFACTURER'S RECOMMENDATIONS. FOR ON THE DRAWINGS. D. ELECTRICIAN OR QUALIFIED CONTRACTOR TO WIRE FLOOR WARMING SYSTEM TO POWER SOURCE FLOOR WARMING MATS AS MANUFACTURED BY: NUHEAT INDUSTRIES LIMITED 1 800.778.9276 E. APPLY COAT OF ACRYLIC OR LATEX MODIFIED THINSET USING % INCH SQUARE NOTCHED TROWEL TO B. PRODUCTS SHOULD MEET FOLLOWING REQUIREMENTS: SUB-FLOOR. ROLL THE MAT INTO THE THINSET HAMFE;:SAL, USING A GROUT FLOAT, SMOOTH OUT ALL AIR A. UNIFORM CONSISTENT HEATING BUBBLES OR FOLDS. ENSURE BOND BETWEEN NUHEA-71 MAT AND THINSET CONFORMS TO AT LEAST 80% B. CUSTOM FOOTPRINT BY DESIGN COVERAGE. C. PRODUCES 12 WATTS PER SQUARE FOOT OR 41 BTU PER SQUARE FOOT F. PERFORM SECOND RESISTANCE AND INSULA710!` ON MA-15" PRIOR TO INSTALLATION OF TILE, OR OTHER D. CONSISTENT WIRE SPACING TO REDUCE SITE IRREGULARITIES AND ELIMINATE COLD SPOTS HARD SURFACE FLOORING MATERIAL. E. 110 VAC OR 220 VAC MAT DESIGNS G. LAY OUT LEAD WIRES AND INSTALL THE THERM110STrtT SENSOR PROBE WIRE F. MAT TO CONSIST OF 21.5 — 31 AWG INSULATED RESISTANCE WIRE H. INSTALL CERAMIC TILE AND/OR MARBLE ACCORDING TO SECTION 09300 G. POROUS NYLON POLYESTER BLENDED FABRIC TO KEEP WIRE SPACING AND HEAT CONSISTENT 3.04 PROTECTION H. CONTINUOUS STAINLES''S STEEL BRAIDED SHEATHING AS GROUND FOR ALL WIRES A. PROTECT FINISHED INSTALLATION. CLOSE AR:-1,a 10 OTHER TR DES AND TRAFFIC UNTIL TILE BEING INSTALLED ELECTRIC RADIANT FLOOR SYSTEM "NUHEAT" I. MAT' TO BE APPROXIMATELY 1/8" THICK AND WATER RESISTANT HAS SET FIRMLY. KEEP TRAFFIC OFF HORIZONTAL F':° T LAND CEMiENT THICK BED MORTAR INSTALLATIONS FOR AT C. THERMOSTAT CONTROL: FOR INCREASED ZONE WARMING EFFICIENCY, SENSING THERMOSTAT SHALL INCLUDE LEAST SEVENFY—TWO (72) HOURS AT 7TYPE 0'F/21'C. ROOM TOTAL AREA CEILING SUFLOOR WATT/SF WATTS VOLTS CONTROL A. PROGRAMMABLE CONTROL FEATURES B. REPLACE OR RESTORE WORK OF OTHER TRADES D.fAMIAGED OR SOILED BY WORK UNDER THIS SECTION. (S.F.) HEIGHT TYPE TYPE B. CONTROLLABLE TEMPERATURE THIS FORM DOCUMENT IS INTENDED AS A GENERAL GUIDELINE ONLY. IT IS THE RESPONSIBILITY OF THE DESIGN C. FOUR PROGRAMS PER DAY PROFESSIONAL TO REVISE THIS FORM TO SUIT SPECIFIC REQUIREMENTS OF THE PROJECT. NUHEAT INC. MAKES POWDER RM 104 20 — MUD—SET TILE 12 240 120 SIGNATURE D. FLOOR—SENSOR OR THERMO—COUPLER THAT ENSURES THE POWER CYCLES, ONCE TIMER REACHES NO REPRESENTATION OR WARRANTIES THAT THE GENERAL INFORMATION CONTAINED WITHIN THIS DOCUMENT IS TEMPERATURE SUITABLE FOR THE SPECIFIC REQUIREMENTS OF THE PROJECT. THE DESIGN PROFESSIONAL SHOULD REFER TO E. BUILT—IN GFCI. THE CURRENT EDITION OF THE TCA HANDBOOK AND OTHER REFERENCE STANDARDS FOR ADDITIONAL BATH 105 40 — MUD—SET TILE 12 480 120 SIGNATURE F. BUILT—IN WIFI CAPABILTY. INFORMATION. THE DESIGN PROFESSIONAL SHOULD COORDINATE THIS SECTION WITH THE DRAWINGS AND WITH 2.02 INSTALLATION MATERIALS THE GENERAL PROVISIONS OF THE CONTRACT DOI:U s"EN T S, INCLUDING THE GENERAL AND SUPPLEMENTARY INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. CONDITIONS AND DIVISION I GENERAL REQUIREMENT: ELECTRICAL SPECIFICATIONS C. SERVICE F. LIGHT AND POWER MATERIALS J. TELECOMMUNICATIONS A. GENERAL 1. THE CONTRACTOR SHALL PROVIDE A NEW' ELECTRIC SERVICE AS INDICATED THE DRAWINGS IN TIME 1. FURNISH AND INSTALL ALL BOXES, FITTINGS. DEVICES. RACEWAYS, CONDUCTORS, CONNECTIONS, 1. FURNISH AND INSTALL SHIELDED CAT-5 CABLE HOME RUNS FROMEACH DATA AND TELEPHONE SEQUENCE AS DIRECTED BY THE BUILDING ENGINEER. ALL SERVICE WORK SHALL BE DONE IN MOUNTING ACCESSORIES, ADAPTERS AND ALL OTHER MATERIALS, EQUIPMENT AND LABOR NECESSARY OUTLET TO THE TELEPHONE SYSTEM PANEL LOCATED IN THE CELLAR. 1. PERFORM ALL WORK IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, O.S.H.A., PERTINENT CONFORMANCE WITH THE LATEST UTILITY COMPANY SERVICE LAYOUT. FOR A COMPLETE ELECTRICAL INSTALLATION. NFPA CODES, AND THE RULES AND REGULATIONS OF ALL LOCAL, STATE, AND FEDERAL AUTHORITIES 2. FURNISH AND INSTALL COAXIAL CABLE HOMERUNS FROM OUTLET LOCATIONS TO CABLE TV SPLITTER HAVING JURISDICTION. PROVIDE OWNER WITH ALL REQUIRED CERTIFICATES OF INSPECTION. D. CONDUIT AND RACEWAYS 2. INSTALL ELECTRIC OUTLETS VERTICALLY UNLESS NOTED TO THE CONTRARY AT HEIGHTS AS NOTED. BOX AS INDICATED ON THE 'ACS'DRAWINGS. THOSE LOCATED ON INTERIOR COLUMNS SHALL BE CENTERED LATERALLY. 2. DO ALL NECESSARY CUTTING AND ROUGH PATCHING. THE FOLLOWING WORK WILL BE DONE BY 1. THE CONTRACTOR SHALL PROVIDE A NEW ELECTRIC SERVICE AS INDICATED THE DRAWINGS IN TIME 3. FURNISH AND INSTALL STEEL BACK BOXES AT EACH OUTLET LOCATION,AND OUTLET DEVICES AND OTHERS: FINISH PAINTING AND PATCHING, MASONRY AND CONCRETE FOUNDATIONS FOR EQUIPMENT, SEQUENCE AS DIRECTED BY THE OWNER. ALL SERVICE WORK SHALL BE DONE IN CONFORMANCE WITH THE 3. MOUNTING HEIGHT OF CONVENIENCE RECEPTACLES SHALL BE 15" A.F.F., UNLESS OTHERWISE COVER PLATES AS SPECIFIED BY ARCHITECT. AND FURNISHING AND SETTING OF MOTORS, CURRENT LOCAL ELECTRICAL CODE AND UTILITY COMPANY SERVICE LAYOUT. NOTED. WHERE COUNTER AREAS CONFLICT WITH RECEPTACLES, MOUNT RECEPTACLES 6" ABOVE 3. THESE DRAWINGS INDICATE THE SIZE AND GENERAL LOCATION OF WORK. SCALED DIMENSIONS BACKSPLASH. K. LOW VOLTAGE WIRING 2. PROVIDE EMPTY CONDUIT WITH DRAG WIRE FOR TELEPHONE SYSTEM. RUN 3 4" CONDUIT FOR ONE SHALL NOT BE USED. ANY DIMENSIONS NOT SHOWN SHALL BE OBTAINED FROM THE 4. USE CAST BOXES FOR EXPOSED WORK, AND WHERE FLUSH IN FLOORS; ON EXTERIOR OF BUILDING 1. FURNISH AND INSTALL ALL WIRING FOR INTERCOM AND SPEAKER SYSTEM. ARCHITECTURAL DRAWINGS. FOR EXACT LOCATIONS, HEIGHT, DOOR SWINGS, MOUNTING HEIGHTS, OUTLET, 1" CONDUIT FOR TWO OUTLETS, AND 1-1/4" FOR THREE OUTLETS. EQUIP CAST BOXES WITH A NEMA 4 COVER. ALL OTHER OUTLET BOXES SHALL BE SHEET STEEL AND ETC., REFER TO ARCHITECTURAL DRAWINGS AND DETAILS. GALVANIZED. FLOOR BOXES SHALL BE ADJUSTABLE TYPE. L. SMOKE AND CO DETECTORS 3. MAKE FINAL CONNECTION FROM MOTOR STARTING SNITCHES TO MOTOR BY MEANS OF CONDUCTORS IN 4. PRIOR TO STARTING ANY WORK, PURCHASE OF EQUIPMENT, ETC., COORDINATE WORK WITH OTHER FLEXIBLE STEEL CONDUIT. USE "SEALTITE" IN 'E;'ET OR DAMP LOCATIONS ONLY. 5. ALL LOCAL SWITCHES EXCEPT AS OTHERWISE INDICATED SHALL BE TOGGLE TYPE 20 AMPERE, 1. SMOKE AND CO DETECTORS SHALL BE OF THE LINE VOLTAGE TYPE WITH WITH BATTERY BACKUP TRADES. CONFER WITH OTHER CONTRACTORS WHOSE WORK MIGHT AFFECT THIS INSTALLATION; AND 120-277V CAPACITY WITH FULLY ENCLOSED COMPOSITION CASES, SHALL CONFORM TO NEMA STANDARD AND INTERCONNECTED THROUGHOUT THE APARTMENT SO THAT ALL UNITS SOUND ALARM IN THE ARRANGE ALL PARTS OF THIS WORK AND EQUIPMENT OF OTHERS, WITH THE BUILDING 4. HANGARS, SUPPORTS AND SLEEVES SHALL BE AS ACCEPTABLE TO THE ARCHITECT. SUPPORT RISER WD-1 FOR HEAVY DUTY SWITCHES, AND SHALL BE BRYANT 4900 SERIES OR AS ACCEPTABLE. EVENT OF A SMOKE CONDITION. CONSTRUCTION AND WITH ARCHITECTURAL FINISH SO THAT IT WILL HARMONIZE IN SERVICE AND CONDUIT AT EACH FLOOR, AND ALL OTHER CONDUIT ON EACH SIDE OF BENDS AND NOT GREATER THAN APPEARANCE. IN THE EVENT THERE IS A CONFLICT IN COORDINATION BETWEEN TRADES, THE 10'-0" ON CENTERS. DO NOT SUPPORT COMMUNICATIONS, SIGNALING AND SIMILAR TYPE WIRING FROM 6. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE, COMPOSITION BASE AND CONFORM TO NEMA OWNER WILL RESOLVE IT. CONDUITS. STANDARD WD-1 FOR HEAVY DUTY WIRING DEVICES. PROVIDE A MATCHING CAP (PLUG) FOR EACH 5. BIDDERS, BEFORE SUBMITTING A PROPOSAL, SHALL VISIT AND EXAMINE CAREFULLY THE AREAS 5. COORDINATE CONDUIT RUNS WITH EXISTING AD NEW WORK. RECEPTACLE SHOWN ON THE DRAWINGS TO A MAXIMUM OF 3 OF EACH TYPE. AFFECTED BY THIS WORK TO BECOME FAMILIAR WITH EXISTING CONDITIONS AND WITH THE 7. ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.11 15 AMPERE 2 POLE 3 WIRE DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THIS WORK. SUBMISSION OF A PROPOSAL WILL 6. TERMINATE EACH CONDUIT WITH TWO LOCKNUTS, ONE INSIDE AND ONE OUTSIDE AND A BUSHING. USE ' NEMA 5-15R, AH&H 5262 OR AS ACCEPTABLE, UNLESS OTHERWISE SHOWN ON THE DRAWINGS. BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE; AND LATER CLAIMS ALUMINUM LOCKNUTS FOR ALUMINUM COr-O.I"T, AND MALLEABLE IRON OR GALVANIZED OR CADMIUM PLATED WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF STEEL FOR STEEL CONDUITS. BUSHINGS :H :_L N.SULATE.D PLASTIC TYPE, RATED AT NOT LESS THAN DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH EXAMINATION BEEN 150 DEGREES C, T&B SERIES 510 OR AS �CCI=PTABLE. WHERE CONDUITS LARGER THAN 1" SIZE ARE 8. ALL NEW WIRING DEVICE PLATES SHALL BE 0.040" THICK ANODIZED ALUMINUM US #28 DULL FINISHED, OR AS SPECIFIED BY THE ARCHITECT. MADE. TERMINATED, LOCKNUTS SHALL BE THE BONING TYPE T&B SERIES 106, OR AS ACCEPTABLE. IF ALUMINUO BONDING LOCKNUTS ARE NOT AVAILABLE, USE a'--, DOND)ING WEDGE IN ADDITION UNDER THE INTERIOR ALUMINUM LOCKNUT. 6. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS FOR A PERIOD OF ONE YEAR FROM THE 9. USE ONLY ALUMINUM TAP SUPPORT AND PULL BOXES WITH ALUMINUM CONDUIT. ALL STEEL BOXES DATE OF FINAL ACCEPTANCE OF THE INSTALLATION, AND ANY PORTIONS OF THE WORK WHICH SHALL BE PRIMED AND FINISHED IN GRAY ENAMEL. DEVELOP DEFECTS DURING THAT TIME SHALL BE REPLACED OR REPAIRED IN A MANNER 7. WHERE CONDUITS LARGER THAN 1" SIZE TERMINATE IN ECENTRIC OR CONCENTRIC KNOCKOUTS AND 10. PROVIDE ALL WIRING AND CONDUIT WORK AS INDICATED ON DRAWINGS FOR MOTOR AND CONTROL SATISFACTORY TO THE ARCHITECT. WHERE ALL OF THE KNOCKOUT RINGS HAVE NOT BEEN REMOVED, INSULATED GROUNDED BUSHINGS SHALL WORK. FURNISH AUXILIARY RELAYS AS REQUIRED, ITE TYPE J10 IN J20 ENCLOSURES, OR AS BE USED. INSULATED GROUNDED BUSHINGS SHALL BE CAST, THREADED TYPE EQUIPPED WITH A LUG FOR ACCEPTABLE. 7. FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED BY THE OWNER. GROUNDING. UPPER EDGE SHALL HAVE A NYLON RING OR A BAKELITE RING WHICH IS MOLDED INTO THE BUSHING. SIZE GROUND LUG TO TAKE CONDUCTOR SIZED ACCORDING TO CODE WITH A MINIMUM SIZE 11. COMBINATION UNFUSED SAFETY SWITCHES AND MAGNETICSTARTERS AND MISCELLANEOUS CONTROL 8. PREPARE AND FURNISH TO THE OWNER "AS-BUILT" DRAWINGS FOR ALL WORK INSTALLED. OF NO. 12. ITEMS WILL BE FURNISHED BY THE HVAC AND PLUMBING CONTRACTORS, AND INSTALLED AND WIRED BY 9. SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW COMMENTS OF PANELBOARDS, , ;S ; 117 THE ELECTRICAL CONTRACTOR. 8. WHERE ELECTRICAL METALLIC TUBING IS �hs�,Tr-Lt�D, THE CONNECTORS AND COUPLINGS SHALL BE THE LIGHTING FIXTURES, ETC., BEFORE FABRICATION OF THE EQUIPMENT IS STARTED. NYLON INSULATED THROAT TYPE AS MANUFACTURED BY THE THOMAS & BETTS CO., SERIES 5120 AND 12. FURNISH AND INSTALL UNFUSED, HEAVY DUTY HORSEPOWER RATED DISCONNECT SWITCHES FOR 4123 RESPECTIVELY, OR AS ACCEPTABLE. ON TUBING LARGER THAN 1" USE BONDING LOCKNUTS AS MOTORS WHERE REQUIRED, G.E., ITE OR AS ACCEPTABLE. 10. ELECTRICAL CONTRACTOR SHALL PROVIDE TEMPORARY LIGHT AND POWER FOR THE NEW DESCRIBED ABOVE FOR RIGID CONDUIT. CONSTRUCTION AREAS, IN ACCORDANCE WITH ACCEPTED STANDARDS ESTABLISHED BY O.S.H.A. G. PANELBOARDS ENERGY COSTS WILL BE BORNE THE OWNER. 9. WHERE FLEXIBLE TYPE CONDUIT OR TYPE AC CABLE IS INSTALLED, CONNECTORS SHALL BE THE "TITE 11. ALL PARTS OF THE WORK AND ASSOCIATED EQUIPMENT SHALL BE TESTED AND ADJUSTED TO BITE" TYPE WITH NYLON INSULATED THROATS AS MANUFACTURED BY THE THOMAS & BETTS CO., SERIES 1. CONSTRUCT PANELBOARDS IN ACCORDANCE WITH U.L. #50 AND #67. INSTALL TRIMS PRIOR TO WORK PROPERLY AND BE LEFT IN PERFECT OPERATING CONDITION; THIS SHALL INCLUDE MEGGER 3110 OR AS ACCEPTABLE. FINISH PAINTING. STEEL BOXES SHALL BE GALVANIZED OR PRIMED; TRIMS SHALL BE PRIMED AND TESTS BETWEEN PHASES AND BETWEEN EACH PHASE AND GROUND OF ALL FEEDERS, SUBFEEDERS, FINISHED IN GRAY ENAMEL. KEY ALL PANELBOARDS ALIKE, FURNISH 2 KEYS WITH EACH PANEL TO A SWITCHBOARDS, SWITCHGEAR, PANELBOARDS AND MOTOR CONTROL CENTERS. CORRECT DEFECTS 10. WHERE TERMINATING LIQUID TIGHT FLEXIBLE STEEL CONDUIT (SEALTITE), FITTING ASSEMBLY SHALL BE MAXIMUM OF 25. BUS SHALL BE COPPER. PROVIDE BUS WORK, DEVICE STRAPS AND BLANK PLATES DISCLOSED BY THESE TESTS WITHOUT ANY ADDITIONAL COST TO THE OWNER. REPEAT TESTS ON SEALING TYPE CONSISTING OF STEEL GLAND, NYLON RING AND GROUND CONE ON THE OUTSIDE AND A FOR "SPACES". ALL PROTECTIVE DEVICES SHALL BE BOLT ON TYPE. REPAIRED OR REPLACED WORK. NYLON INSULATED THROAT FITTING ON THE INSIDE. FITTINGS SHALL BE THOMAS & BETTS CO., SERIES 5331 OR AS ACCEPTABLE. 2. FURNISH FUSED SWITCHES AND AFCI CIRCUIT BREAKERS AS PER NEC 210.12. B. ALTERATION 11. WHERE PASSING THROUGH FIRE RATED FLOORS OR WALLS USE U.L. LISTED FIRE RATED FITTINGS 3. WHERE FUSED SWITCHES ARE SHOWN, SWITCHES SHALL BE G.E. TYPE QMR OR AS ACCEPTABLE. 1. PERFORM ALL WORK WHEN AND AS DIRECTED. SUBMIT SCHEDULE FOR ACCEPTANCE. WHICHWILL PREVENT THE SPREAD OF FIRE OR PRODUCTS OF COMBUSTION, NELSON "FLAMESEAL" OR AS ALL FUSES SHALL BE BUSSMAN "LIMITRON" (CLASS RK-1), "LOW-PEAK" (CLASS RK-1), OR "HI-CAP" ACCEPTABLE. (CLASS L) AS REQUIRED OR THE EQUIVALENT AS MADE BY GOULD-SHAWMUT OR CEFCO. FURNISH A 2. REMOVE ALL EQUIPMENT SHOWN TO BE REMOVED; HOWEVER, ALL CHANGES CANNOT BE DETAILED COMPLETE SET OF FUSES IN PANELBOARDS, AND A SET OF SPARE FUSES. COMPLETELY ON THE DRAWINGS, SOME REMOVALS AND RELOCATIONS OF EXISTING ELECTRIC WORK E. CONDUCTORS WILL BE NECESSARY FOR SATISFACTORY PERFORMANCE OF THIS AND OTHER TRADES. TAKE INTO 4. PANELBOARDS SHALL BE SQUARE 'D' OR AS ACCEPTABLE. CONSIDERATION IN PROPOSAL ALL REQUIRED CHANGES. 1. ALL WIRE AND CABLE SHALL BE COPP"R T j i L THIN-TH14'a FOR FEEDERS. H. LIGHTING FIXTURES 3. MAINTAIN CONTINUOUS SERVICE ON FEEDERS, CIRCUITS OR PARTIAL CIRCUITS, AND OUTLETS 2. ALL CONDUCTORS SHALL BE REGISTERED FOR NEW YORK STATE TOXICITY REQUIREMENTS; SUBMIT DATA AFFECTED BY THIS WORK, EXCEPT WHERE ARCHITECT GIVES WRITTEN PERMISSION FOR OUTAGE FDR INDICATING REGISTRATION. 1. FURNISH AND INSTALL A LIGHTING FIXTURE WITH LAMPS OF THE TYPE INDICATED AT EACH LOCATION SPECIFIED TIME. ALL WORK REQUIRING SHUT DOWN OF EXISTING SYSTEMS SHALL BE SHOWN. FOR EXACT LOCATION, REFER TO REFLECTED CEILING PLANS. PERFORMED ON OVERTIME AT HOURS AS APPROVED BY THE ARCHITECT AND AT NO ADDITIONAL 3. ALL WIRES AND CABLES IN PULL, SPLICE AND CABLE SUPPORT BOXES, IN PANELS AND POINTS OF COST TO THE OWNER. SUBMIT SCHEDULE OF REQUIRED OUTAGES TO THE ARCHITECT FOR TERMINATION SHALL BE BUNDLED AND LACED BY CIRCUITS AND TAGGED USING NYLON TIEWRAP MATERIAL 2. FIXTURE MOUNTING ARRANGEMENTS SHALL CONFORM TO ALL APPLICABLE CODES, AND SHALL BE AS APPROVAL. PERFORM WORK IN A MANNER TO MINIMIZE SHUTDOWN TIME. AND USING FLAME RESISTING TAGS OF ADHESIVE MATERIAL. TAGS SHALL IDENTIFY CABLES AND PIECES ACCEPTABLE TO THE ARCHITECT. OF EQUIPMENT SERVED. TAGS SHALL BET&B �'IY-RAP OR "E-Z-CODE OR AS ACCEPTABLE. 4. PROVIDE RECONNECTIONS AND TEMPORARY INSTALLATIONS AS REQUIRED; REMOVE AT JOB 3. LIGHTING FIXTURES AND LAMPHOLDERS SHALL FEAR U.L. LABEL; INCANDESCENT LAMPHOLDERS COMPLETION. 4. ALL WIRING AND CABLE SHALL BE COLOR CODED AS FOLLOWS: SHALL ALSO BE CSA LISTED. PHASE COLOR 110/220V 120/208V 277/480V 5. TAKE POSSESSION AND REMOVE FROM THE PREMISES ALL ABANDONED MATERIALS AND A OR 1 BLACK BLACK BROWN I. GROUNDING AND BONDING EQUIPMENT UNLESS SPECIFIED AS RETURNABLE TO THE OWNER; IN WHICH CASE, REMOVE WITHOUT B OR 2 RED RED ORANGE DAMAGE ALL SUCH EQUIPMENT AND TURN OVER AND DELIVER TO OWNER AT LOCATION DESIGNATED C OR 3 N/A BLUE Y LLOa'd 1. CONNECT SYSTEM COMPONENTS MECHANICALLY AND ELECTRICALLY TO PROVIDE AN INDEPENDENT BY THE OWNER. FLOOR, WALL, OR CEILING AND PLUG ENDS OF CONCEALED NEUTRAL WHITE OR GRAY WHITE 0R GRAY WHITE OR GRAY RETURN PATH TO GROUND ELECTRODE. EQUIP.GND. GREEN GREEN GREEN 6. CUT BACK T0, CONDUITS MADE OBSOLETE BY ALTERATIONS TO PERMIT REFINISHING SURFACES. 2. USE EXOTHERMIC WELDING PROCESS FOR INACCESSIBLE CONNECTIONS. REMOVE EXPOSED CONDUITS, WIREWAYS, OUTLET BOXES, HANGERS AND DEVICES MADE OBSOLETE 5. EXCEPT IN MOTOR. CONTROLLERS, SWITCHES AND PANELBOARDS, ALL CABLES SHALL BE TERMINATED, BY THIS WORK UNLESS DESIGNATED SPECIFICALLY TO SPLICED AND TAPPED WITH COLOR-KEYED, CIRCUMFERENTIAL COMPRESSION CONNECTORS AS 3. EXTEND THE EXISTING SYSTEM GROUND TO INCLUDE ALL THE ELECTRICAL WORK IN THE SCOPE OF REMAIN. MANUFACTURED BY THE THOMAS & BETTS CO., SERIES 54000 OR AS ACCEPTABLE. USE MANUFACTURER'S THIS ALTERATION. GROUND SERVICE TO WATER MAIN USING TWO CLAMPS, ONE ON EACH SIDE OF THE RECOMMENDED TOOLING TO APPLY. LUGS SHALL BE THE TWO-HOLE TYPE. INSULATE ALL SPLICES AND WATER METER. TIE TOGETHER WITH TWO CABLES. CLAMPS SHALL BE BURNDY TYPE NVTT-W OR AS 7. EXISTING CONCEALED CONDUITS NOT INTERFERING WITH THE WORK OF THIS OR ANY OTHER TAPS WITH HEAT SHRINKABLE INSULATION, RAYCHEM OR THOMAS & BETTS OR AS ACCEPTABLE. ACCEPTABLE. TRADE MAY REMAIN; HOWEVER, WIRING SHALL BE REMOVED FROM PANELBOARDS OR SOURCE OF POWER AND ENDS TAPED. NO UNUSED LIVE WIRING SHALL BE LEFT IN PLACE. 6. WHERE CABLES PASS THROUGH FIRE RATED, FIRE RESISTANT AND OR FIRE STOPPED FLOORS AND 4. WHERE FLEXIBLE METALLIC CONDUIT IS USED, INSTALL AN INTERNAL BONDING CONDUCTOR. WHERE WALLS USE CABLE SLEEVES THAT PREVENT THE SPREAD OF FIRE OR PRODUCTS OF COMBUSTION. SLEEVES AN ISOLATED GROUND SYSTEM IS USED, RUN AN ADDITIONAL CONDUCTOR FOR THE ISOLATED GROUND. 8. PROVIDE BLANK PLATES ON ALL UNUSED OUTLET BOXES. SHALL BE NELSON ELECTRIC "MULTI-CABLE TRANSIT", NELSON "FLAMESEAL" OR AS ACCEPTABLE. 5. GROUND MOTORS BY CONNECTING A CONDUCTOR FROM A GROUNDING BUSHING IN THE STARTER 9. WHEREVER EXTENSIONS OF WIRES OR CABLES ARE SHOWN ON THE DRAWINGS, CHECK AND TO THE MOTOR FRAME. INSTALL CONDUCTOR IN THE CONDUIT WITH THE CIRCUIT CONDUCTORS AND VERIFY WIRE AND CABLE SIZES AND CAPACITIES. SECURE ARCHITECT'S ACCEPTANCE OF THIS DATA TERMINATE IN THE MOTOR CONNECTION BOX PROVIDING THE TERMINAL IS MECHANICALLY CONNECTED BEFORE NEW CABLES ARE ORDERED OR INSTALLATION STARTED. TO THE FRAME. ISSUE REVISION D'ANT0` 110 EVAN AKSELRAD GENERAL NOTE. SHEET: SEAL&SIGNATURE: DATE: 7/23/18 �` y ARCHITECT / ENGINEER ANAVI RESIDENCE ELECTRICAL ��F NEW SCALE. BY: S. . '{ 11.1�J.17 DOB FILING SET � ` 4� ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS,CALCULATIONS, DETAILS, gyp' N D' O N �` -� i - ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO IN THIS SPECIFICATIONS `tP '�T�� 9� DRAWING BY: S.D. 2 7.23.�� BID SET 16 JAY STREET DRAWING ARE THE PROPERTY OF&OWNED BY EVAN AKSELRAD- a O CHK.BY: G.D. 9820 NASSAU POINT RD. ARCHITECT-ENGINEER. WHETHER THE PROJECT FOR WHICH THEY ARE r- 3 08.14.18 DOB FILING SET E N G I N E ! NEW YORK NY 10013MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED n ? W DWG.NO.: 30 W. WAUKEAVECUTCHOG U E, NY 11935 AND PRODUCED FOR THE SOLE USE ON AND IN CONNECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO ORF ,y 9Zp ? E-400 .00 OCEANSIDE, NY 11155,72 91 7.689.0301 (t) - USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE O E a r �,�t t': i� WHATSOEVER INCLUDING ANY OTHER PROJECT, EXCEPT UPON WRITTEN SS►ONPN' eakseirad@!ive.com 17 516-594-4284 0b PERMISSION AND DIRECTION OF EVAN AKSELRAD-ARCHITECT-ENGINEER PLOT PLAN 4 North I 4 . O SurgiCenter o b IfWGRASS AREA J a Q 700 BOISSEAU AVE, SOUTHOLD, NY U0 tl b 4 N e 4 V b p 4 3z' `�✓ NEW GRASS AREA J F� 1� .10 el 0tij2 700 BOISSEAU AVENUE SOUTHOLD NY 11971 p b 7 � 4 n tl rN . 'C) 0 O 0 BUILDING DEPARTMENT NOTES SCHEDULE OF DRAWINGS I ELECTRICAL � .p INSPECTION REQUIRED �IIp ARCHITECTURAL DRAWINGS REVISION DATE /� CTIO14 C) APPLICABLE CODES: NY STATE BUILDING CODE �Eut��i`"�'� BEFORE � p ISSUE: NFPA 101 2015 2015 IBC T-100.00 TITLESHEET,NOTES,ZONING 2017 NYS UNIFORM SUPPLEMENT CODE PLUMBER CERTIFICATION OPENING ICC/ANSI 2009 SHC-201.00 LIFE SAFETY PLAN - pNLEAD CONTENT BEFORE NUMBER DESCRIPTION DATE BY PROPOSED OCCUPANCY GROUP: COMMERCIAL/MEDICAL OFFICE CWF ROVED AS NOTED CERTIFICATE OF OCCUPANC o 0 �• NEW GRASSAREAJ 01 DSG-01 SUBMITTAL 8.29.16 GS CONSTRUCTION CLASS: 5B A010.00 EXISTING SURVEY 02 ISSUE FOR BID 1.30.17 GS A050.00 SITE PLAN DATES B.P. a �' � SOLDER USED IN WATER THE CONSTRUCTION WORK DESCRIBED HEREIN SHALL COMPLY WITH ALL APPLICABLE FEDERAL, A051.00 PLANTING PLAN SUPPLY SYSTEM CAPJ��10T Q7�--t 03 ISSUE TO PLANNING BRD 11.02.17 JFSTATE,LOCAL, &MUNICIPAL BUILDING CODES. FEE: A BY: EXCEED 2/10 OF 1°%° LEAD. r"rG r^P2r�tlon ��/ 04 ISSUE FOR DOB APPROVAL03.23.18 JF THE WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL LAW 58-1987 ITEMS SUBJECT TO DM100.00 CELLAR FLOOR-REMOVAL PLAN NOTIFY BUILDING DEPARTMENT AT . required es, per CONTROLLED INSPECTION. DM101.00 GROUND FLOOR-REMOVAL PLAN 765.1802 8 AM TO 4 PM.FOR THE NYS CO FOLLOWN. G PECTtONS. de A200.00 CELLAR FLOOR-CONSTRUCTION PLAN 1. FOUNDATION,-- TWO' REQUIRED PLUMB IN!(� A201.00 GROUND FLOOR-CONSTRUCTION PLAN FOR .POURED CONCRETE ALL PLUMMINI G ','/f ATE &4VATER LI'; ;,_ED 2. ROUGH FRAr4MtNG & PLUMBING TESTING ScFC' ';- .P,ING ZONINGINFORMATION A300.00 EXTERIOR ELEVATIONS,ROOF PLAN 3. INSULATION 4. FINAL - CONSTRUCTION MUST A401.00 GROUND FLOOR-REFLECTED CEILING PLAN BE COMPLETE FOR C.O. ADDRESS: 700 BOISSEAU AVE ALL CONSTRUCTION SHALL MEET THE SOUTHOLD,NY 11971 A500.0 MILLWORK PLAN&DETAILS REQUIREMENTS OF THE CODES OF NEW REVISIONS: PARCEL: MAP 23.-3.7. A602.00 ENDO ROOM-BLOW W YORK STATE. NOT RESPONSIBLE R$. TYPICAL STAIR DETAIL TRUSS SIGN NUMBER DESCRIPTION DATE BY ZONIN MAP N0: MAP2 A603.00 PRE&POST OP-BLOW UP DESIGN OR CONSTRUCTION ERRORS. 01 CELLAR DWG ADDITION 10.5.16 GS ZONING DISTRICT: LI-LIGHT INDUSTRIAL COMMUNITY FACILITY YES A701.00 FINISH SCHEDULE ' O2 PER DOH COMMENTS 11.21.16 GS A702.00 DOOR SCHEDULE COMPLY WITH ALL CODES OF A703.00 PARTITION SCHEDULE NEW YORK STATE & TOWN CODES 03 PLANNING BIRD. COMT'S 10.30.17 JF A800.00 LIGHTING PLAN AS REQUIRED AND CONDITIONS OF 04 REV'S PER BLDG. DEPT. 03.23.18 JF BUILDING INFORMATION IN L ,,,, � �--- 611 DIAMETER �-----� SOUTHOLD TOWN PLANNING BOARD AREA: 5564 SQFT(NO CHANGE) 34' �: ``"' �.. ILI I len,lrou�rr��_ SHOP FABRICATED \ \\ SITE AREA: 49,370 SQFT OCCUPANCY OR ~�� . MAX.(TYP) CROSS RAILS REFLECTIVE WHITE�� REFLECTIVE RED �� ,� USE IS UNLAWFUL 9-� PANTQNE«187 ` 1 O.D. X 13 � WITHOUT CERTIFICATE G.A. TUBIN, DRAINAGE INSPECt',QNS ARE REQUIRED OF OCCUPANCY \' Contact TOS,Eng3reerin0 at TEa-1560 b^for^ � \ \\ \ Eiackfi'?,OR Provide trn :necr's Certification N' that the drainago has becn Installed to CCdc. �" \ � DO NOT SCALE PLANS METAL END CAPS (TYP) � � . �� .:.� \° \ ARCHITECT OF RECORD STAIRS & LANDINGS FINISH Terjesen Associates Architects ABBREVIATIONS SHALL BE NON-SLIP AS PER �, , �� , 248 West 35th Street 11th Floor New York, NY 10001 SPECIFICATION SEC 3310 212.239.1526 Fax:212.736.7899 CONC. FL. SLAB \\ AM Architectural Millwork HT Height o �:° `\ ��,� 1/2" E-mail: info@terjesenarchitects.com BLDG Building HVAC Heat Vent&Air Cond �" The construction type �: �� \ STROKE designation shall be �\ MECHANICAL ENGINEER BM Beam Instal Installation "IU"or"V" " BOT Bottom MAS Masonry to indicate the construction CAB Cabinet MAX Maximum �* --STL BEAM classification of the EP ENGINEERING W/SPRAY F.P. underDESIGNATION FOR STRUCTURAL CEM Cement MECH Mechanical section602of the BCNYS COMPONENTS THAT ARE OF �` 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 DOOR CLEARANCE (AS PER A SI Al 17.1 .2009) CLO Closet MED CAB Medical Cabinet CT Ceramic Tile MOD Modified �„_ I} TRUSS TYPE CONSTRUCTION T:212.257.6190 F:212.994.8091 CL Center Line MET Metal CL: "Fn FLOOR FRAMING,INCLUDING CG Corner Guard MG Mirror Glass 12' STRINGER GIRDERS AND BEAMS CLG Ceiling MIN Minimum ■ "R* ROOF FRAMING STRUCTURAL ENGINEER CMU Concrete Masonry Unit MO Masonry Opening PULL SIDE PULL SIDE COL Column MR 11”MIN., BUILDING Mop Rack/Moisture Resistant "FR" FLOOR AND ROOF FRAMING r— 1 r---------------1 i CONT Continuous MTD Mounted TYP. STANDARDS AND CODES ) i CONIC Concrete ND Napkin Disposal CH Coat Hook NO/# Number TYPICAL STAIR DETAIL TRUSS SIGN SHALL BE INSTALLED ACCORDING TO TITLE 19(NYCRR) V-6"MINS i i CONTR Contractor NIC Not In Contract scup: a 4 _ t CHAPTER XXXIII,SUBCHAPTER C, PART 1264 ) ' i i o CPT Carpet NTS Not To Scale https://www.dos.ny.gov/dcea/pdf/PART1265SampleTrussSign.pdf T-0"MIN. `" CORR Corridor OC On Center � CR Chairrail OPNG Opening -- PROJECT DTR Counter PLASLAM Plastic rcelaiamnateicTile TOILET DETAILS (AS PER AN I All 7. .2009) REFERENCE SYMBOLS `K A. h,Y DET Detail P Painting `leo rth Fork S u rg i Ce rite r.. *IF BOTH CLOSER AND LATCH ARE PROVIDED DF Drinking Fountain PTD Paper Towel Dispenser 700 BOISSEAU AVENUE **48"MIN. IF BOTH CLOSER AND LATCH PROVIDED DG Door Guard PTDD Paper Towel Disp./Disposal 36 min DIA Diameter RB Rubber Flooring m 12 24 DETAIL INDICATION O DOWNLIGHT SOUTHOLD, NY DR Door RD Roof Drain E min min DETAIL NUMBER PULL SIDE DWG Drawing REINF Reinforcing04 DWG WHERE DETAIL IS ® REGISTER/DIFFUSER ----------------i PULL SIDE EA Each REF Reference 00000 i n------------, 2'-8"MIN.. EIFS Exterior Insulated Finish D = LOCATED i I i REQ'D Required DRAWING TITLE i i z i ELEC Electric/Electrical RJ Reveal Joint = o EP Electric Panel RO Rough Opening 'E E r' SECTION INDICATION — — EXIT SIGN TITLESHEET 3'-6"MIN. i ELEV Elevation RM Room M — — — — EXISTING WALL TO BE REMOVED 04 LO SECTION NUMBER NOTES ZONING i EQ Equal RH Robe Hook 48 min EXISTING WALL TO REMAIN '-0"MIN. EQUIP Equipment SD Soap Dispenser � DWG WHERE SECTION IS _ .__ , EJ Expansion Joint SF Square Foot LOCATED EXIST(E) Existing SPEC(S) Specifications) NEW CMU PARTITION *54"MIN.IF CLOSER IS PROVIDED HINGE DOOR CLEARANCE EWC Electric Water Cooler SND Sanitary Napkin Dispenser 60 min ARCH MILLWORK DETAIL FD Floor Drain ST Steel FEX Fire Extinguisher STD Standard INDICATION NEW GWB PARTITION DATE FEC Fire Extinguishing Cab ST ST Stainless Steel SOUND INSULATION 3.23.2018 PUSH SIDE 1'-0"MIN.* *48"MIN. IF CLOSER IS PROVIDED A PUSH SIDE PUSH SIDE FHR Fire Hose Rack SV Sheet Vinyl r----------i -�I`—�{�� Y WHERE INDICATED r_T_____—_____-i r------------- FF Finish Floor SVB Sheet Vinyl Base 54 min INTERIOR 2 HR FIRE RATING WHERE INDICATED PROJECT NUMBER X n i a i� F&I Furnish(ed) & Install(ed) SVT Solid Vinyl Tile 39-41 ELEVATIONS 3258 V I ; i i i i o Z I i I I i FIN Finish TC Time Clock M FL/FLR Floor TELE Telephone 36 min 42 min 12 max NEW FURRING(GWB) DRAWN BY M i i 10"MI � 'i2 p"MIN* i FPSC Fire Proof Self Closing TPH Toilet Paper Holder 12 24 RP/GS/JF I i i FR Frame, Fire Rated TYP Typical min min FT Foot/Feet Yp c E Y ROOM NUMBER �'`� 17-25 0 � UC Undercut �� „Y. ED ARC SCALE GA Gauge LION Unless Otherwise Noted �� :` EXISTING DOOR TO BE REMOVED �'/�. VCT Vinyl Composition Noted / CCS GB Grab Bar 16-18 GL Glass VCB Vinyl Cove Base ° .__ _ U� $ —� .m , i REVISIONS U C7 DRAWING NUMBER GWB Gypsum Wallboard M co ch E , ' :':: 1 YP VIF Veri In Field M M 7-9 v . , "'` a' EX EXISTING DOOR TO REMAIN CTt �r HAC Housekeeping Aided Closet VWC Vinyl Wall Covering '� \; = � _.: :' HCWB Hollow Core Wood Door W/ With C)NOTE:X=12"IF DOOR HAS BOTH A CLOSER&LATCH HM Hollow Metal WC Watercloset 11 min 6 max s� 0268T- 1 0 Fig. 404.2.3.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS HR Handrail WD Wood 0 FLUORESCENT LIGHT NEW DOOR SOF N D - W I M HR FR Hour Fire Rating WR Waste Receptacle KNEE&TOE CLEARANCE FIXTURE J% ... ............... NOT DRAWN TO SCALE WWM Welded Wire Mesh NOT DRA'NN TO SCALE DOOR TYPE SEAL SHEET NO: 1 OF 18 it North Fork v 'k 4 g. g, I 1 77 7 a T I ............ SurgiCenter 700 BOISSEAU AVE, SOUTHOLD, NY X.: 4' 30 SF >' � r—26 77 2 k 280 SF, 1 01 SF r r 06 f 87 SF - ---------------------- - ----------- 112 ',1 LD1 101 -------- ------ 101 i=L 11� ('6) ; 30 SF 7 FEC TRAVEL DISTANCE 80'-911 114 2� 124 COMMON PATH 87"-l " % 35 SF 17 SF 37 SF 9 �8 r 397 22 TRAVEL DISTANCE 92'-5" 1 7 12 FEC 2=5 161 ( 14) 3) 1511 3F 3 , 3 HS 262 SF I A ------ ------ 0 1-7 1 � 6 RASH� Hsj� rl 09 05 JU 367 SF 5 SF 53 SF CART 3 �K9 l 19LR 12 SF CY) 31 SF C%4r.21 F. 7SFIII s 30 sf • ISSUE: 3,0, EXIT 10 A 36 Z TO a 0 F 7 z -24 Uj y 63 SF Lu lo NUMBER DESCRIPTION DATE BY Q C 01 DSG-01 SUBMITTAL 8.29.16 GS A FE 31 —D ND. 13 L+j 02 ISSUE FOR BID 1 .30.17 GS 2� 29 1724 u 0. 62 SF :n \34) U) [= I I 1-- 226 SF CRAS CART 03 ISSUE TO PLANNING BRD 11 . 2.17 JF . .. . . . . — 9 3 SF 26 SF 7a�F HSI (i2) 4 25 26 38 3-0' r� 04 ISSUE FOR DOB APPROVAL03.23.18 JF (2 669 133 SF Lu v 97 SF LL 32 1 1 - - C=�.' - .. . I I/EX E IF 291 . A --1 > 36 38 SF.- 43 SF 54 6F,- /* 42 F 273 SF 38 SF. 77 SF 37 SF D DRINKING f. K 7 FOUNTAIN U.C. If o H 5 (15 1 7 07 X. III U) ------- REF.-1 - - M� 1 REF!.. L * ... . �� I . 11\ 27 SF 34 SF AEI L- -i 1 1 22 SF 80 SF ............................ e4n F \e.k V 01 -�.'jij JV'39 L 38 REVISIONS: • FEC NUMBER DESCRIPTION DATE BY UP-Al----> ;7j (�) 0 01 CELLAR DWG ADDITION 10.5.16 GS 56 SF 0 - E: 02 PER DOH COMMENTS 11 .21 .16 GS UP 4R I - I 1 03 PLANNING BRD. COMT'S 10.30.17 JF AREA OF WORK (5,564 SF) L 04 REV'S PER BLDG. DEPT. 03.23.18 JF TOTAL AREA OF WORK TO BE SPRINKLERED UP 313 LIFE SAFETY SCHEDULE LIFE SAFETY LEGEND EGRESS CALCULATIONS VENTILATION REQUIREMENTS NFPA 1012015 EDITION (PER AIA GUIDELINES FOR HOSPITAL&HEALTHCARE FACILITIES 2010 TABLE 7-1) 1 HOUR(1 hr) 1ST FLOOR OCCUPANT LOAD: 5,378 SF/100 SIF PER PERSON 56 PERSONS CONSTRUCTION & OCCUPANCY CHART RATED CONSTRUCTION EGRESS PROVIDED @ 1ST FLOOR: EXIT A(367.3=120PERSONS)(PER NFPA 1017.3.3.1) CODE: tEkE**NII S ROOM AIR MOVEMENT AIR CHANGES DO NOT SCALE PLANS TRAVEL DISTANCE TRAVEL DISTANCE COMMON EXIT B(36'7.3=120 PERSONS)(PER NFPA 101 7.3.3.1) OCCUPANCY: NEW BUSINESS OR ROOMS CLASS'B'&'C' POSITIVE 20/HR ARCHITECT OF RECORD PATH OF TRAVEL 240 PERSONS>56.OK CONSTRUCTION:: 1 STORY WD-FRAMED CONSTRUCTION BLDG. RECOVERY ROOM NEUTRAL 6/HR NOTE:ALL EGRESS DOORS SHALL BE SELF CLOSING CONSTRUCTION TYPE: 5B(AREA OF WORK SPRINKLERED) MEDICAL GAS NEGATIVE 8/HR Terjesen Associates, Architects EXIT SIGN NFPA 220 PROCEDURE ROOM POSITIVE 15/HR MAX.TRAVEL DISTANCE: 200'-0'(PER 38.2.6.2)=92'-5-<200'-0' OK BUILDING CONSTRUCTION: TYP 5 B ENDOSCOPY CLEANING NEGATIVE 10/HR 248 West 35th Street 11 th Floor New York, NY 10001 SUBSTERILE NEUTRAL 6/HR COMMON PATH OF TRAVEL DISTANCE: 100'-0" FULLY SPRINKLERED(PER 38.2.5.3) STERLIZATION 212.239.1526 Fax:212.736.7899 NEGATIVE 1O/HR EXIT SIGN vt/DIRECTIONAL ARROW 87'-1"<100'-0"OK \Af DECON NEGATIVE 6/HR E-mail: info@terjesenarchitects.com TOILET ROOMS NEGATIVE 10/HR MAXIMUM DEAD END CORRIDOR: 50'-0"(PER 38.2.5.2)=27'-10"<50'-0"OK EXAM ROOMS NEUTRAL 6/HR SOILED LINEN NEGATIVE 10/HR MECHANICAL ENGINEER 3/4 HR FPSC 314 HOUR FIREPROOF SELF-CLOSING DOOR MINIMUM CORRIDOR WIDTH: 44'(PER 38.2.3.2)=44"PROVIDED OK CLEAN LINEN POSITIVE 2/HR -AYA,COMPLIANCE JANITOR CLOSET NEGATIVE 10/HR EP ENGINEERING e, MINIMUM NUMBER OF EXITS: 2(PER 38.2.4.1)=2 PROVIDED OK S.W.R./SOILED HOLDING NEGATIVE 10/HR NEW PARTITION AS SCHEDULED ALL NEW CONSTRUCTION SHALL COMPLY WIT"01"DA-&ANSI 117.12009 STANDARDS C.W.R./CLEAN HOLDING POSITIVE 4/HR 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 ALL BATHROOM DOORS TO BE NON-SELF CLOSING FIRE ALARM SYSTEM: 24 HOUR CENTRAL STATION MONITORED STERILE STORAGE POSITIVE 4/HR T:212.257.6190 F: 212.994.8091 EXISTING PARTITION TO REMAIN STRUCTURAL ENGINEER LONG ISLAND RAILROAD TRACKSMTA LONG ISLAND RAILROAD TRACKS EXIT REMOTENESS PLAN 75.38' UNITS ON DUNNAGE 12'A30VE 100 YR FLOOD LINE V16"=1`0"SITE PLAN 4 25' DI OIL GENERATOR WITH DOUBLE WALL TANK 350,28, / 1/32" V-1)" / - j I FENCING FENCING F N PROJECT o / EXIT A 1111 I 1-STORY M 111 ONRY&I FRAMEI I I I I F.F. 30.7' North Fork SurgiCenter EXISTING 1111111111111 1 AS I BLDG.fit I PATIENT EXISTINGTREES 0 700 BOISSEAU AVENUE DUMPETER ENTRANCE SIGNAGE TO REMAIN(TYP) SOUTHOLD, NY FENCING — / 1,544" INLET EXIT DRAWING TITLE T EE TO BE B AT MOVED IENT LIFE SAFETY PLAN LFIIIIYSHIEIDED STAFF DROP OFF EXIT WALKWAY BOULARD ENTRANCE HANDICAP REMOTENESS BETWEEN EXITS 79'-0" A ("PICALMIN ,12) 4— ACCESSIBLE SECOND FLOOR CEDAR DOUBLERTREES ROUTE: PLANTED AT 1 0'-01 O.C. S As INTERVAL PER 280_94.C TREE TO BE Z� Z. REMOVED"P) EXIT B / J- - - - � j J - DATE 3.23.2018 °Igo, j 10 IZ7 13 CIO co PROJECT NUMBER md 3258 ISTINGTREES CURB INLET TO RIEMAN REMOTENESS OF EGRESS CALCULATION DRAWN BY OCCUPANCY: DIAGNOSTIC AND TREATMENT CENTER RP/GS/JF �0- DIAGONAL DIMENSION: 154'-4" ED AR SCALE 1 NEW TREE PER 40'-O'AS PER 1/4" = 1'-0" 200-95 B 1/3 DIAGONAL DIMENSION FOR '°b j/ m SPRINKLERED AREA OF BUILDING: 154'-4"/3=51'-6"(PER 7.5.1.4) 10� u DRAWING NUMBER EXIT REMOTENESS: 79'-0"PROVIDED>51'-6" OK 0 0�* G/ TTX A A WF C3 0268 � � S H C-201 . 00 OF N SEAL SHEET NO: 2 OF 18 North Fork 77, 7\ 77 177771 MUNK.'' 7%77 777%, `%%b% 7 T W7 7 77777 77 T. T. 117 ft k Alvftw I A N.� IL I 2L SurgiCenter x� 1H----- 700 BOISSEAU AVE, SOUTHOLD, NY 0: x- /X �j 30 SIF > it >\ r L t- 1 114111 21 < r26 I12 28.0 SF X, 101 SF F 87 SIF 20 --------— /--------- ----------- ---------— -----------1 30 SF ---------—---------_ ------ 112 ------------I 03) 7 ,7 FEC _Z Z TRAVEL DISTANCE 80'-9" Qv T COMMON PATH 87-1" X., 124 -n Z 35 SIF \,x. X39 TRAVEL DISTANCE 921-5" j 1IJ 19 17 SIF 37 SF X 18) IN < < Zl /* . - I JAI '/[�2n5 -------- 14 13 ------------ 12 FEC 262 SIF 33" 1111 SIF 4. ------ 6a HS, 1A H� _406 S T x C AR > O 02 X, U 367 SIF 53 SF x 35 SF ILI R L < 00 12 SIF , : ,. . 31 SIF 30 sf A F. 2218 - , , .. , . ... ., ... 11 : 57 SIF II I 1V ISSUE: X EXIT < A W 4;� -0, j NUMBER DESCRIPTION DATE BY T:bm 63 SIF L_�_ 29 1 a 28 C) 7 SF -7 7 vv ; .DEAD END . 31 < j k\k 01 DSG-01 SUBMITTAL 8.29.16 GS X**"V_` /. - - Z" Fc:r L 62 SF + 02 ISSUE FOR BID 1.30.17 GS > AI. >: CART, 7'-10", 34 . 226 SIF 2 32 ,, :CRA SH C/) X 7 \/x X x, �_...... .. 9 3 SIF 26 SF 7&�F HSI y 4f 03 ISSUE TO PLANNING BRD 11 .02.17 JF 'F 24 25 26)' ,, Q — 62 SIF K X X. v, F 387 .7 1 1 .. 04 ISSUE FOR DOB APPROVAL03.23.18 JF 'X 133 SIF Uj 09 t I rO4 L F73 > C\) • ..273 SF '54S 38 SF 44 SIF 38 SF... "33 97 SF 43 SIF E 37 SIF D DRINKING FOUNT < X 42 IF 77 SF < 15 F_ 7 1 081) REF!.. uj X.: 15 07) ET --j 11 _ J 27 SF 34 SIF mW SF 0 - L-_j 22 80 SIF 0 Lu AM` 1\41,111-1 %%ft" ft, thd K77 i I nawk Ana, 6 Aftw� A\\ ft b 4411\1 477 14% aw .46, 16A 38 110N lh\\\ \11131t I%%h Aft 7— �Mftft b Wk REVISIONS: uP EXIT FEC NUMBER DESCRIPTION DATE BY 37 w — 56 SIF D_ o 01 CELLAR DWG ADDITION - 0 10.5.16 GS u) UP 4R 02 PER DOH COMMENTS 11.21.16 GS 03 PLANNING BRD. COMT'S 10.30.17 JF AREA OF WORK (5,564 SF) 04 REV'S PER BLDG. DEPT. 03.23.18 JF TOTAL AREA OF WORK TO BE SPRINKLERED 7 c:) UP 3R c-9 w LIFE SAFETY LEGEND EGRESS CALCULATIONS LIFE SAFETY SCHEDULE NFPA 1012015 EDITION VENTILATION REQUIREMENTS 1 HOUR(1hr) 1ST FLOOR OCCUPANT LOAD: 5,378 SF1100 SF PER PERSON 56 PERSONS RSONS OCCUPANCY CHART (PER AIA GUIDELINES FOR HOSPITAL&HEALTHCARE FACILITIES 2010 TABLE 7-1) Eflk� -0\ RATED CONSTRUCTION CONSTRUCTION & OCCU EGRESS PROVIDED @ IST FLOOR: EXITA(367.3=120PERSONS)(PER NFPA 1017.3.3.1) 3"_F,,I9, \\ ROOM AIR MOVEMENT AIR CHANGES �LT\ DO NOT SCALE PLANS '31 TRAVEL DISTANCE TRAVEL DISTANCE COMMON EXIT B(367.3=120 PERSONS PER NFPA 1017.3.3.1) OCCUPANCY: NEW BUSINESS PATH OF TRAVEL 240 PERSONS>56 OK OR ROOMS CLASS'B'&'C' POSITIVE 20/HR ARCHITECT OF RECORD CONSTRUCTION TYPE: 5B(AREA OF WORK SPRINKLERED) CONSTRUCTION:: 1 STORY WD-FRAMED CONSTRUCTION BLDG. RECOVERY ROOM NEUTRAL 6/HR EXIT SIGN NOTE:ALL EGRESS DOORS SHALL BE SELF CLOSING MEDICAL GAS NEGATIVE WHIR C4 Terjesen Associates, Architects MAX.TRAVEL DISTANCE: 200'-0"(PER 38.2.6.2)=92'-5"<200'-0" OK NFPA 220 PROCEDURE ROOM POSITIVE 15/HR ` BUILDING CONSTRUCTIOI`J: TYP 5 B ENDOSCOPY CLEANING NEGATIVE 10/HR 248 West 35th Street 11th Floor New York, NY 10001 COMMON PATH OF TRAVEL DISTANCE: 100'-0" FULLY SPRINKLERED PER 38.2.5.3) SUBSTERILE NEUTRAL 6/HR EXIT SIGN W/DIRECTIONAL ARROW STERLIZATION NEGATIVE 10/HR 212.239.1526 Fax:212.736.7899 87'-1"<100'I OK DECON NEGATIVE 6/HR TOILET ROOMS NEGATIVE 10/HR E-mail: info@terjesenarchitects.com 3/4 HIR FPSC 3/4 HOUR FIREPROOF SELF-CLOSING DOOR MAXIMUM DEAD END CORRIDOR: 50'-0"(PER 38.2.5.2)=27'-10"<50'-0"OK EXAM ROOMS NEUTRAL 6/HR SOILED LINEN NEGATIVE 10/HR MECHANICAL ENGINEER AlDh-COMPLIANCE MINIMUM CORRIDOR WIDTH: 44-(PER 38.2.3.2)=44"PROVIDED OK CLEAN LINEN POSITIVE 2/HR JANITOR CLOSET NEGATIVE 10/HR ENGINEERING NEW PARTITION AS SCHEDULED ALL NEW CONSTRUCTION SHALL COMPLY WITH MINIMUM NUMBER OF EXITS: 2(PER 38.2.4.1)=2 PROVIDED OK S.W.R./SOILED HOLDING NEGATIVE 10/HR EP E .?Q1(YADA &ANSI 117.12009 STANDARDS C.W.R./CLEAN HOLDING POSITIVE 4/HR 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 EXISTING 3 PARTITION TO REMAM ALL BATHROOM DOORS TO BE NON-SELF CLOSING FIRE ALARM SYSTEM: 24 HOUR CENTRAL STATION MONITORED STERILE STORAGE POSITIVE 4/HR T:212.257.6190 F:212.994.8091 STRUCTURAL ENGINEER 81:FE PLAN LONG ISLAND RAILROAD TRACKS MTA LONG ISLAND RAILROAD TRACKS EXIT REMOTENESS PLAN ' 1/32"=VI AIC UNITS ON DUNNAGE 12'ABOVE 100 YR FLOOD LINE 1/16" V-1)" EL OIL GENERATOR WITH DOUBLE WALL TANK-\,,, 74.25' DS 350.20' All Z FENCING FENCING-�' �,A. / / / / A 9L I / /� / PROJECT / / EXIT I A // -STORY MASONRY&FRAME BLDG.F.F. 30.T EXISTING 1 MITI r/7 7/17 PATIENT North Fork Sur giCenter EX STING TREES G 700 BOISSEAU AVENUE DUMPSIER ENTRANCE SIGNAGE TO REMAIN(TYP.) FENCINGMENS/ON` SOUTHOLD, NY 154'4" INLET EXIT T EE TO BE B MOVED n ��PATIENT DRAWING TITLE FULLY SHIELDED STAFF DROP OFF WALKWAY LIFE SAFETY PLAN BOLLARD ENTRANCE HANDICAP EXIT DOUBLE ROW 2'MIN PPICAL,12) ACCESSIBLE REMOTENESS BETWEEN EXITS 79'-0" A CEDAR TREES ROUTE SECOND FLOOR PLANTED AT 10--0- 0 C.INTERVALS AS PER 280-94.0 EE TO BE TR 08 07 REMOVED FYP) T / �J 09 / Q DATE 10 11 /12 /1� 3.23.2018 ��/ co PROJECT NUMBER '-'b� j` ISTING TREES 3258 CURB INLET TOREMAIN REMOTENESS OF EGRESS CALCULATION DRAWN BY �9- All OCCUPANCY: DIAGNOSTIC AND TREATMENT CENTER RP/GS/JF I NEW TREE PER DIAGONAL DIMENSION: 154'-4" ?,eD A&C SCALE 40'-0-AS PER /y/ 280-95.13 Z, 1 113 DIAGONAL DIMENSION FOR 1/411= 11-011 SPRINKLERED AREA OF BUILDING: 154'-4"13=51'-6"(PER 7.5.1.4) CDA cr 0 DRAWING NUMBER M EXIT REMOTENESS: 79'-0"PROVIDED>51'-6" OK 0 0 57 � s�9 68 S H C-201 . 00 SEAL SHEET NO: 2 OF 18 North SurgiCenter 700 BOISSEAU AVE, SOUTHOLD, NY — — — — — — — — — — — — \ \ O / h \ N \ ISSUE: YCERTIFIED TO: NUMBER DESCRIPTION DATE BY DE 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1 .30.17 GS MAP NO.: JOB NO.: 2016-261 03 ISSUE TO PLANNING BRD 11.02.17 JF 04 T FSO 0 FILED: ISSUE FOR DOB APPROVAL03.23.18 JF SUFFOLK COUNTY, NEW YORK REVISONS: 10 10 0 20 40 60 80 100 110 140 160 180 SCALE: I' = 40' DATE: MARCH 22, 2013 LOT AREA: 50 860 SQ.FT. = 1.168 ACRES ELEVATIONS HEREON REFER TO NAVD 1988 AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS REVISIONS: s• � LICENSE NO.:050363 NUMBER DESCRIPTION DATE BY • ' 01 CELLAR DWG ADDITION 10.5.16 GS HANDS ON SURVEYING 02 PER DOH COMMENTS 11.21.16 GS • 26 SILVER BROOK DRIVE N • FLANDERS, NEW YORK 03 PLANNING BRD. COMT'S 10.30.17 JF • 11901 04 REV'S PER BLDG. DEPT. 03.23.18 JF . ,� TEL (631)-369-8311 — FAX:(631)-369-8313 M111111ji, 111113v LiCOPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE e CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE. 44-14# `off 4 �MP DO NOT SCALE PLANS ARCHITECT OF RECORD Terjesen Associates, Architects / 248 West 35th Street 11th Floor New York, NY 10001 u 212.239.1526 Fax:212.736.7899 s .. E-mail: info@terjesenarchitects.com $ ►sar �� r ►�xr ara MECHANICAL ENGINEER R EP ENGINEERING S�a��o 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 w � T:212.257.6190 F:212.994.8091 kiA � E • STRUCTURAL ENGINEER PROJECT North Fork SurgiCenter 700 BOISSEAU AVENUE SOUTHOLD, NY DRAWING TITLE EXISTING SURVEY DATE 3.23.2018 PROJECT NUMBER 3258 DRAWN BY RP/GS/JF DA C SCALE 1" = 40'-0" U �C) DRAWING NUMBER 06$ �� A-0(.7F N� 10 . 0 0 SEAL SHEET NO: 3 OF 18 ................. .....------------- ...........----------- ...................... ................................................................................ ............................ ......................................................... .........................____.......................................................... ..................................................... .............. ...................... ............... ....... ............... .............. ............................ 75.38' LONG ISLAND RAILROAD TRACKS M.T.A. A/C UNITS ON DUNNAGE 12"ABOVE 100 YR FLOOD LINE LONG ISLAND RAILROAD TRACKS North Fork 4.25' OIL GENERATOR WITH DOUBLE WALL TANK 350.28 NEW GRASS AREA t�ouCenter �s I 40 ' Sgi FENCING FENCING A/C X Lu r 700 BOISSEAU AVE, SOUTHOLD, NY 15'-2" 46'- " F7 C7 NEW GRASS AREA H 11 1 H 11 1 11 11 1 q 1 11 11 H H I 1 11 1 11 1 1 1 1 H I 111 0 11 1 1 11 1 P 11 11 1 1 11 1 11 1 11 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 11 1 It I I I EXISTING 1-STORY MASONRY & FRAME BLDG. F.F. - 30.7' 18 17 16 15 14 1 CO MRPATIENT o DUMPSTER 9 ENTRANCE SIGNAGE V11771 FENCING C14 CN 04, 1111111 Mill CURB INLET -F NOTES PATIENT STAFF C:E: 1. THE BASEMENT TO BE USED AS STORAGE ONLY & ANY FULLY SHIELDED STAFF DROP OFF <? WALKWAY OTHER USE WILL REQUIRE AN AMENDED SITE PLAN BOLLARD ENTRANCE HANDICAP ISSUE: APPLICATION. (TYPICAL,12) io C? +_ ACCESSIBLE NUMBER DESCRIPTION DATE BY 2. THIS MEDICAL OFFICE IS FOR USE BY NO MORE THAN TWO ROUTE 01 DSG-01 SUBMITTAL 8.29.16 GS PHYSICIANS / DENTISTS AT ANY ONE TIME. MORE THAN TWO 02 ISSUE FOR BID 1.30.17 GS AT ANY TIME WILL REQUIRE AN AMENDED SITE PLAN TO 03 ISSUE TO PLANNING BRD 11.02.17 JF EVALUATE PARKING REQUIREMENTS. 4:r 04 ISSUE FOR DOB APPROVAL03.23.18 JF 08 07 06 05 04 03 02 01 3. EMERGENCY GENERATOR TO BE ENCLOSED IN SKIN-TIGHT VANDAL-RESISTANT, WEATHERPROOF STEEL HOUSING (SEE Pd SHEET E-802 SECTION 2.10 FOR FULL SPECS), WITH A LEVEL 2 ACOUSTIC ENCLOSURE. Pd 09 .37, 4. SOUND LEVEL MEASURED AT 10 FEET FROM EXHAUST 10 11 12 13 7 44) DISCHARGE AFTER INSTALLATION SHALL BE 85 DBA OR LESS; a REVISIONS: Gj AVERAGE SOUND LEVELS WITH A LEVEL 2 ACOUSTIC cn tt;o ENCLOSURE IS 73.1 DBA @ A DISTANCE OF 23 FEET. 10 NUMBER DESCRIPTION DATE BY 30, CID .0, 01 -CELLAR DWG ADDITION 10.5.16 GS 5. EMERGENCY GENERATOR TO UNDERGO DESIGN WALL 1 Q02 PER DOH COMMENTS 11.21.16 GS PROTOTYPE TEST, FINAL PRODUCTION TEST, AND ANNUAL CD C, CURB INLET 03 PLANNING BRD. COMT'S 10.30.17 JF SITE TESTS BY A LOCAL REPRESENTATIVE. THE ENGINEER, T_1a Q 04 REV'S PER BLDG. DEPT. 03.23.18 JF REGULAR OPERATORS, AND MAINTENANCE STAFF TO BE NOTIFIED OF THE TIME AND DATE OF THE SITE TEST (SEE 0 0 E-801 SECTION 1.06 FOR FULL SPECS) NEW GRASS AREA SIGNAGE - 5'-0" TOP VIEW E 8- ------- NOTE:ALL CURB CUTS AND DROP CURBS TO CONFORM WITH DO NOT SCALE PLANS UFAS(UNIFORM FEDERAL ASSESSIBILITY STANDARDS) 700 A30ISSEAU "Option Vig!Letters** SECTION 4.7.1 THRU 4.7.8(SEE DETAILS ABOVE) ARCHITECT OF RECORD 36" 3/4"T ick NORTH FORK Tx 8'Wide InsloX Terjesen Associates, Architects Single Sided 24.Sq. Ft. Y AdJoIng pe shall SURGERY CENTER Single Sided 248 West 35th Street 11th Floor New York, NY 10001 56"Overall height off ground not exceed 1.20 slope= Y.X where X is a level plane 40 Wood 4"x 4"CCA Posts with Cement U U With PVC 5"x 5"Sleeve - 212.239.1526 Fax:212.736.7899 F Placed behind the signs #6 REINFORCING BAR E-mail: info@terjesenarchitects.com WZ00/' 7'00� �� 20" n walk attest FRONT VIEW MECHANICAL ENGINEER 7�7 0 FIG.1 'I MEASURMENT OF CURB RAMP SLOPES (UFAS pg424) kW L EP ENGINEERING SIGN TO BE UNLIT. D PRECAST CONCRETE WIEELIT11S The romp slope is a ratio equal to the SEE SITE PLAN 1 110 WILLIAM STREET,32ND FLOOR NEWYORK, NY 10038 SC 1 ll� _0 ALE. 1/2 _1 vertical rise divided by the horizontal 2'-9" T:212.257.6190 F:212.994.8091 run. The adjoining slope at walk or WIRE MESH 112" EXP JT. 8„ street shall not exceed 1 :20. 1/2"DIA 8' LONG SIDEWALK STRUCTURAL ENGINEER ASPHALTIC CONCRETE ill 3" 4 PREMOULD JOINT FILLER TOP COURSE REPAIR 3'-0" 4" CONC. SIDEWALK ASPHALTIC WIDE PER DOT -7 3/4" EXP. JT. A CRETE REQUIREMENT 4 4 4 o BINDER COURSE op (� . .4 NEW STEEL CURB )0 Fa X40°0 A < z,06 C)q, (50 0 (Z)o 0 SEE WALL SECTION < ('�bC7' o Q co Q)o (_�b (�7�O 0 --COMPACTED 20 , <:::) ;z P, Q, 4'-0 1/A708 C:) 0 0 z, AGGREGATE BASE cmoo 4 C��O 10; 0 .5c PROJECT GRAVEL 0 -.o 0 cz� 0 )0 lz� L?OZ) . 0 0 co QO, (Z:) 0 o o COMPACTED o 00 0 o SUBGRADE 4 Q) 0 o 90 North Fork SurgiCenter Y��P00000'�-" os)o':�)' 2:0" 0o Z_ 90 flared si do PARKING LOT Q> -Mo 7 STREET--REPAIR 700 BOISSEAU AVENUE 0 CD oo o 3'-0" WIDE PER DOT ASPHALT PAVEMENT 1 0 =18.3% REQUIREMENTS SOUTHOLD, NY SCALE:1 1/2"=1'-0" A 4" BASE COURSE 8.3% 8.3% FIG.12o FLARED SIDES (UFAS pg424) — SEALANT If the landing depth at the top of a 8 DRAWING TITLE PREMOLDED FILLER # curb romp is less than 48 in ch e s, SIDEWALK M7171T SITE PLAN CONCRETE 6 then the slope of the flared side shall RAMP PAVEMENT not exceed 1 :12. F SECTION @ DROP CURB SEE CU 'Y' SCALE:1 1/2"=1'-0" @SCALE.L 11MV -P"L 4. EXP JT WELDED 4ASPHALT W/SEALANT WIREMESH DATE 0�) o .0 oq�DV A PAVEMENT W ELDED EXP. JT. 3.23.2018 6 .. F — 8.3% 8.3% PLANTING BED XP. JT. WIREME H BRICK PAVERS CONSTRUCTION JOINT PROJECT NUMBER 4' C:? 01. - _... - ' I . .. . . . . . - Q0 o Ln SET IN SAND 00 4� 117 J 11 C X. C) 8.3% I .4 SIDEWALK -Izl- 00 4 F 3258 •4 1 4 Co o0000 o o 0 Lr) X DRAWN BY oo (Z' --Z7- 0 �3 oo C" Ij A. 0 (Z)o o POROUS PAVEMENT o o RP/GS/JF Q) o0o D 0- 0000 0 0 o 0 00 0 o 4 )oo 4 0, G �Poo Q) 0 0. Q:) o o G 60 -0 eo 0 0 o 1�1 4- 01 'o -0 Q) 618 0 o 0 go' &0- �991 - )oo o go 0 4t-Ot? .. CUT -co 0o 0 o oo oo CMO G 60 /Aq o 0 0 0 0 Wo SCALE <� 000 00 0 F90 C� Q) + <50 0 1/16" DROP SLAB DROP SLAB DROP SLAB WO I DRAWING NUMBER 8" ----7F CONCRETE SIDEWALK EXP IT IA 61: CON' 1/2"=1'-0" S� ED ST =1� O�Ull CUTS AND R111 _SC A—L E--. 2�1 PEDESTRIAN aG COMPLY W1 ALL NYC DOT E�PAVEMENT EDGE DETAIL RI �A A 6 0 0268 -�o¢� -050 . 00 IR E REQUIREMENTS. NOTE: PEDESTRIAN DROP CURBS TO BE �EIIIT RE !01��IEI�IEDIJAIL RE DETAIL lz�OFF7 N CB ss cl C J/ 1� O�AIL T' CO T� CO T� CONCRETE ALE.1 2 - SC 1 1 _0 -0 _0 GROOVED PER ADA & NYC REQUIREMENTS ALE. /2U1 0SCALE /2 SCALE /2 1 STLE. /2 -T O'� SEAL SHEET NO: 4 OF 18 North LONG ISLAND RAILROAD TRACKS M.T.A. LONG ISLAND RAILROAD TRACKS 75.38' A/C UNITS ON DUNNAGE 12"ABOVE 100 YR FLOOD LINE .01 SurgiCenter 4.25' SEL OIL GENERATOR WITH DOUBLE WALL TANK 350.28' a o 700 BOISSEAU AVE, SOUTHOLD, NY � �- NEW GRASS AREA v FENCING FENCING A/C w ' � Q o AIC C�. N o NEW GRASS AREA10 -� EXISTING 1-STORY MASONRY & FRAME BLDG. F.F. - 30.7' `pnl mQ v b o Co PATIENT EXISTING TREES 10 DUMPSTER ENTRANCE SIGNAGE TO '°' REMAIN(TYP.) 'tea, FENCING o ROM 9;On N ilr Q o ;, ,,,.,,_ ,, ,;;"°('/\ �;•`' �„► X3:8„� o C B INLET ' •"�A�; - �ur^°,,=,;,.� � � �", ISSUE: REE TO BE TREMOVED PATIENT Z ' s NUMBERDESCRIPTION DATE BY (NP) FULLY SHIELDEC STAFF Z DROP OFF o 01 DSG-01 SUBMITTAL 8.29.16 GS WALKWAY BOLLARD ENTRANCE o HANDICAP 02 ISSUE FOR BID 1.30.17 GS a (TYPICAL,12) ACCESSIBLE 03 ISSUE TO PLANNING BRD 11.02.17 JF DOUBLE ROW 2"MIN ROUTE CEDAR TREES o 04 ISSUE FOR DOB APPROVAL03.23.18 JF PLANTED AT 10'-0” O.C.INTERVALS AS o Q PER 280-94.0 TREE TO BE REMOVE (TYP.) v b a 08 07 06 05 04 03 02 01 10 4tj • ,pn � J 09 40 Q" REVISIONS: `7913 P b Q NUMBER DESCRIPTION DATE BY 10 11 12 13 7 C0j01 CELLAR DWG ADDITION 10.5.16 GS 02 PER DOH COMMENTS 11.21 .16 GS 3p30'.0' Q0 03 PLANNING BRD. COMT'S 10.30.17 JF d 04 REV'S PER BLDG. DEPT. 03.23.18 JF ISTING TREES Q • o CURB INLET TO REMAIN • b � a • OQ- o NEW GRASS AREA 0 1 NEW TREE PER 40'-0"AS PER DO NOT SCALE PLANS 280-95.6 �p:p„ ARCHITECT OF RECORD n � b ~ Terjesen Associates, Architects 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 oQ E-mail:info@terjesenarchitects.com n MECHANICAL ENGINEER EP ENGINEERING 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 T:212.257.6190 F:212.994.8091 STRUCTURAL ENGINEER PROJECT North Fork SurgiCenter 700 BOISSEAU AVENUE NOTES SOUTHOLD, NY - EXISTING TREES NOT ENCROACHING ON PARKING LOT AND CONSTRUCTION DRAWING TITLE ACTIVITIES TO REMAIN. - NEW TREES TO BE PLANTED WHERE SPACES GREATER THAN 10'-0" ALONG PLANTING PLAN NORTH EDGE OF SITE EXIST PER 280.94C - ALL NEW TREES TO BE CEDAR. DATE 3.23.2018 PROJECT NUMBER 3258 DRAWN BY RP/GS/JF DA&C,yf SCALE 1/16" = 1'-0" DRAWING NUMBER 0 68 �Q A-051 . 00 'SOF N SEAL SHEET NO: 5 OF 18 1ST FLOOR REMOVAL PLAN LEGEND GENERAL REMOVAL NOTES iNorth EXISTING PARTITION TO REMAIN PARTITION TO BE REMOVED A. GENERAL REMOVAL partial circuits and outlets affected by this work, except _.................._........__ Sury where Architect gives written permission for outage for 1. The Contractor prior to submitting his bid, shall field specified time. A'ftaiCe e r DOOR AND FRAME TO BE REMAIN verify the quantity and location of all the existing items, devices and equipment affecting their trade. Where the6. Provide reconnections and temporary installations as 700 BOISSEAU AVE, SOUTHOLD, NY drawings are not in agreement with the actual field required. Remove at job completion. The fire alarm conditions, the Contractor shall, nevertheless, include must remain fully operational at ALL times. DOOR AND FRAME TO BE REMOVED in their bids sufficient funds for removing or relocating �' 1= those items not indicated on the drawings. 7. Existing concealed conduits not interfering with the work of this or any other trade may remain; However, 2. The Contractor shall carefully examine all existing wiring shall be removed from panelboards or source of conditions prior to bidding and shall include all power and ends taped. No live wiring shall be left in SPECIFICREMOVAL NOTES removals necessary in order to accomplish the new place. construction. 01 REMOVE EXISTING PARTITIONS,AS REQUIRED. PATCH C. PLUMBING DEMOLITION FLOORING, CEILINGS, ADJACENT SURFACES IF 3. The Contractor shall be held responsible for any REQUIRED. REMOVE & DISCONNECT ALL ELECTRICAL damage caused by improper protection and shall 1. The Contractor shall coordinate the location of all ti ,�' REQUIRED. WIRING,OUTLETS,REMOVE AND SWITCHES. repair any damage caused, without extra charge to the existing plumbing fixtures, devices, miscellaneous o� Owner. Repair all existing surfaces at locations of systems, piping and equipment with a detailed field T m` 0-2-1 REMOVE EXISTING FURRING AT ALL EXTERIOR WALLS removal, or new construction including flooring, base, survey. Where existing equipment scheduled to PATCH FLOORING, CEILINGS, ADJACENT SURFACES IF painting, ceiling, etc. remain is located in a wall and/or ceiling scheduled to REQUIRED. be removed, the Contractor shall incorporate in his bid ^' 4. The Contractor is to make all possible investigations a price for relocating the equipment with all associated 03 REMOVE EXISTING DOORS AND FRAMES,AS concerning the location of concealed structural plumbing, venting, fittings, etc. in order to insure REQUIRED.PATCH FLOORING, CEILINGS,ADJACENT elements and utilities or services within the Project proper operation of relocated equipment. Where SURFACES. area before any required removal is to take place. The existing plumbing fixtures, devices, miscellaneous Contractor is to proceed with caution during all systems, equipment, etc. are located in walls and/or 04 REMOVE EXISTING CEILINGS AS INDICATED OR AS removal. ceilings scheduled to be removed, the Contractor shall REQUIRED FOR NEW WORK WOR MEP REMOVALS. disconnect and remove. All related piping, plumbing, 5. Coordinate the existing plumbing, conduits, lighting, and venting shall be properly capped and concealed 05 REMOVE EXISTING FLOORING AND FLASH PATCH AS etc., where required, due to the removal of existing within remaining walls or newly furred spaces. NECESSARY TO INSTALL NEW FLOORING, AS REQUIRED walls, partitions, and brackets, etc. ISSUE: (ASSUME 5% OF EXISTING FLOORING TO BE REMOVED 2. Where required, new valves, cr operation traps, etc. NUMBER DESCRIPTION DATE BY WILL REQUIRE NEW SUBFLOORING) B. ELECTRICAL REMOVAL shall be installed for the proper operation of the entire system and access doors and panels shall be 01 DSG-01 SUBMITTAL 8.29.16 GS REMOVE ALL ELECTRICAL, WIRING, CONDUIT, LIGHTING 1. The Contractor shall coordinate the location of all provided, wherever necessary, for such equipment. 06 02 ISSUE FOR BID 1 .30.17 GS AND OTHER WIRING NOT INDICATED TO REMAIN IN existing electrical lighting fixtures, devices, Location shall be coordinated with other trades. PARTITIONS OR CEILINGS WHICH ARE TO BE REMOVED miscellaneous systems and equipment with the 03 ISSUE TO PLANNING BRD 11 .02.17 JF OR MODIFIED architectural removal plan. Where existing equipment D. HVAC REMOVAL scheduled to remain is located in a wall and/or ceiling 1. The contractor shall coordinate the location of all 04 ISSUE FOR DOB APPROVAL03.23.18 JF 07 REMOVE EXIST TOILETS, SINKS, ETC.AND ALL PLUMBING scheduled to be removed, the Contractor shall existing duct, devices, miscellaneous systems, piping ASSOCIATED PIPING WHERE NECESSARY. CAP PLUMBING incorporate in his bid a price for relocating the and equipment with a detailed field survey. where PIPING AND REPAIR CEILINGS ON FLOORS BELOW equipment with all associated conduit, wire, hardware, existing equipment scheduled to remain is located in a DISTURBED BY NEW PLUMBING OR OTHER TRADES. etc. in order to insure proper operation of relocated wall and/or ceiling scheduled to be removed, the equipment. contractor shall incorporate in his bid a price for Og REMOVE ALL HVAC EQUIPMENT NOT INDICATED TO relocating the equipment with all associated plumbing, REMAIN. 2. Where existing electrical lighting fixtures, devices, venting, fittings, etc. in order to insure proper operation miscellaneous systems, equipment, etc. are located in of relocated equipment.where existing plumbing Og REMOVE ALL HVAC DUCTWORK AND PIPING NOT walls and/or ceilings scheduled to be removed, the fixtures, devices, miscellaneous systems, equipment, INDICATED TO REMAIN Contractor shall electrically disconnect and remove. etc. are located in walls and/or ceilings scheduled to be demolished, the contractor shall disconnect and REVISIONS: 3. In general, there shall be no blank outlet located in any remove. all related piping, plumbing, and venting shall 10 REMOVE EXISTING CABINET, SINK AND PLUMBING finished areas without the written permission of the be properly capped and concealed within remaining NUMBER DESCRIPTION DATE BY PIPING WHERE NECESSARYY.. PATCH WALLLL AND FLOOR AS Architect. Contractor shall provide all hardware, walls or newly furred spaces. 01 CELLAR DWG ADDITION 10.5.16 GS REQUIRED. equipment, conduit,wire, etc. to bypass all outlet that 11 REMOVE EXISTING STAIR OR RAMP, HANDRAILS& fall within this category. Only existing and new outlets 02 PER DOH COMMENTS 11.21.16 GS RAILINGS. PATCH FLOORING&ADJACENT SURFACES containing active devices (receptacles, switches, 03 PLANNING BRD. COMT'S 10.30.17 JF AS REQUIRED. telephone) shall be extended, relocated and installed to their new wall locations. 04 REVS PER BLDG. DEPT. 03.23.18 JF 12 REMOVE EXISTING WINDOW AND CASING AS REQUIRED. 4. Remove all equipment shown. However, all changes 13 REMOVE ANY COLUMN ENCLOSURES AS REQUIRED. cannot be detailed completely on the drawings, some removals and reallocations of existing electric work will F1 4-1 REMOVE EXISTING ELEVATOR CAB AND EQUIPMENT. be necessary for satisfactory performance of this and REMOVE EXISTING ELEVATOR DOOR AND FRAME. other trades. EXISTING SHAFT WALLS TO REMAIN AS REQUIRED. 5. Maintain continuous services on feeders, circuits or DO NOT SCALE PLANS ARCHITECT OF RECORD > '�: Terjesen Associates, Architects UP 248 West 35th Street 11 th Floor New York, NY 10001 10 Aft 11% ��; 212 2391526 Fax:212 736 7899 k. 1101: 1110\661 Fmak_ '22% 21267\7' 77ILD I A 116L E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER I EP ENGINEERING Ilk L 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 T: 212.257.6190 F:212.994.8091 4111, ff NN STRUCTURAL ENGINEER PROJECT North Fork SurgiCenter L 700 BOISSEAU AVENUE SOUTHOLD, NY UP DRAWING TITLE Ahk CELLAR FLOOR REMOVAL PLAN L DATE 3.23.2018 PROJECT NUMBER 3258 DRAWN BY ak Rh \: \ \ \\; : 77 RP/GS/JF F sa D A&C SCALE mak: ,;��r�� 1/411= 1'-0„ 11; U r DRAWING NUMBER m 1r 0268 © DM- 1 00 .00 OF N SEAL SHEET NO: 6 OF 18 1ST FLOOR REMOVAL PLAN LEGEND GENERAL REMOVAL NOTES North Fork EXISInNG PARTITION TO REMAIN ■ ---------.-.--- A. GENERAL REMOVAL partial circuits and outlets affected by this work, except PARTITION TO BE REMOVED where Architect gives written permission for outage for r f e n e r 1. The Contractor prior to submitting his bid, shall field specified time. DOOR AND FRAME TO BE REMAIN verify the quantity and location of all the existing items, devices and equipment affecting their trade. Where the6. Provide reconnections and temporary installations as 700 BOISSEAU AVE, SOUTHOLD, NY drawings are not in agreement with the actual field required. Remove atjob completion. The fire alarm conditions, the Contractor shall, nevertheless, include must remain fully operational at ALL times. DOOR AND FRAME TO BE REMOVED in their bids sufficient funds for removing or relocating those items not indicated on the drawings. 7. Existing concealed conduits not interfering with the work of this or any other trade may remain-, However, 2. The Contractor shall carefully examine all existing wiring shall be removed from panelboards or source of conditions prior to bidding and shall include all power and ends taped. No live wiring shall be left in SPECIFICREMOVAL NOTES removals necessary in order to accomplish the new place. construction. 01 REMOVE EXISTING PARTITIONS,AS REQUIRED. PATCH 3. The Contractor shall be held responsible for any C. PLUMBING DEMOLITION FLOORING, CEILINGS, ADJACENT SURFACES IF damage caused by improper protection and shall 1. The Contractor shall coordinate the location of all REQUIRED. REMOVE & DISCONNECT ALL ELECTRICAL y, WIRING,OUTLETS, AND SWITCHES. repair any damage caused, without extra charge to the existing plumbing fixtures, devices, miscellaneous mom Owner. Repair all existing surfaces at locations of systems, piping and equipment with a detailed field T 02 REMOVE EXISTING FURRING AT ALL EXTERIOR WALLS removal, or new construction including flooring, base, survey. Where existing equipment scheduled to PATCH FLOORING, CEILINGS, ADJACENT SURFACES IF painting, ceiling, etc. remain is located in a wall and/or ceiling scheduled to REQUIRED. be removed, the Contractor shall incorporate in his bid N 4. The Contractor is to make all possible investigations a price for relocating the equipment with all associated 03 REMOVE EXISTING DOORS AND FRAMES, AS concerning the location of concealed structural plumbing, venting, fittings, etc. in order to insure REQUIRED.PATCH FLOORING, CEILINGS,ADJACENT elements and utilities or services within the Project proper operation of relocated equipment. Where SURFACES. area before any required removal is to take place. The existing plumbing fixtures, devices, miscellaneous Contractor is to proceed with caution during all systems, equipment, etc. are located in walls and/or 04 REMOVE EXISTING CEILINGS AS INDICATED OR AS removal. ceilings scheduled to be removed, the Contractor shall REQUIRED FOR NEW WORK WOR MEP REMOVALS. disconnect and remove. All related piping, plumbing, 5. Coordinate the existing plumbing, conduits, lighting, and venting shall be properly capped and concealed 05 REMOVE EXISTING FLOORING AND FLASH PATCH AS etc., where required, due to the removal of existing within remaining walls or newly furred spaces. NECESSARY TO INSTALL NEW FLOORING,AS REQUIRED walls, partitions, and brackets, etc. ISSUE: (ASSUME 5% OF EXISTING FLOORING TO BE REMOVED 2. Where required, new valves, cr operation traps, etc. NUMBER DESCRIPTION DATE BY WILL REQUIRE NEW SUBFLOORING) B. ELECTRICAL REMOVAL shall be installed for the proper operation of the entire system and access doors and panels shall be 01 DSG-01 SUBMITTAL 8.29.16 GS 06 REMOVE ALL ELECTRICAL, WIRING, CONDUIT, LIGHTING 1. The Contractor shall coordinate the location of all provided, wherever necessary, for such equipment. 02 ISSUE FOR BID 1.30.17 GS AND OTHER WIRING NOT INDICATED TO REMAIN IN existing electrical lighting fixtures, devices, Location shall be coordinated with other trades. PARTITIONS OR CEILINGS WHICH ARE TO BE REMOVED miscellaneous systems and equipment with the 03 ISSUE TO PLANNING BRD 11 .02.17 JF OR MODIFIED architectural removal plan. Where existing equipment D. HVAC REMOVAL scheduled to remain is located in a wall and/or ceiling 1. The contractor shall coordinate the location of all 04 ISSUE FOR DOB APPROVAL03.23.18 JF 07 REMOVE EXIST TOILETS, SINKS, ETC. AND ALL PLUMBING scheduled to be removed, the Contractor shall existing duct, devices, miscellaneous systems, piping ASSOCIATED PIPING WHERE NECESSARY. CAP PLUMBING incorporate in his bid a price for relocating the and equipment with a detailed field survey. where PIPING AND REPAIR CE=ILINGS ON FLOORS BELOW equipment with all associated conduit, wire, hardware, existing equipment scheduled to remain is located in a DISTURBED BY NEW PLUMBING OR OTHER TRADES. etc. in order to insure proper operation of relocated wall and/or ceiling scheduled to be removed, the equipment. contractor shall incorporate in his bid a price for FO-8 REMOVE ALL HVAC EQUIPMENT NOT INDICATED TO relocating the equipment with all associated plumbing, REMAIN. 2. Where existing electrical lighting fixtures, devices, venting, fittings, etc. in order to insure proper operation miscellaneous systems, equipment, etc. are located in of relocated equipment. where existing plumbing pg REMOVE ALL HVAC DUCTWORK AND PIPING NOT walls and/or ceilings scheduled to be removed, the fixtures, devices, miscellaneous systems, equipment, INDICATED TO REMAIN Contractor shall electrically disconnect and remove. etc. are located in walls and/or ceilings scheduled to be demolished, the contractor shall disconnect and REVISIONS: 10 REMOVE EXISTING CABINET, SINK AND ALL PLUMBING 3. In general, there shall be no blank outlet located in any remove. all related piping, plumbing, and venting shall finished areas without the written permission of the be properly capped and concealed within remaining NUMBER DESCRIPTION DATE BY PIPING WHERE NECESSARY. PATCH WALL AND FLOOR AS Architect. Contractor shall provide all hardware, walls or newly furred spaces. 01 CELLAR DWG ADDITION 10.5.16 GS REQUIRED. equipment, conduit, wire, etc. to bypass all outlet that 11 REMOVE EXISTING STAIR OR RAMP, HANDRAILS & fall within this category. Only existing and new outlets 02 PER DOH COMMENTS 11 .21.16 GS RAILINGS. PATCH FLOORING&ADJACENT SURFACES containing active devices (receptacles, switches, 03 PLANNING BRD. COMT'S 10.30.17 JF AS REQUIRED. telephone) shall be extended, relocated and installed to their new wall locations. 04 REVS PER BLDG. DEPT. 03.23.18 JF 12 REMOVE EXISTING WINDOW AND CASING AS REQUIRED. 4. Remove all equipment shown. However, all changes 13 REMOVE ANY COLUMN ENCLOSURES AS REQUIRED. cannot be detailed completely on the drawings, some removals and reallocations of existing electric work will Fl-4-1 REMOVE EXISTING ELE=VATOR CAB AND EDUIPMENT. be necessary for satisfactory performance of this and REMOVE EXISTING ELEVATOR DOOR AND FRAME, other trades. EXISTING SHAFT WALLS TO REMAIN AS REQUIRED. 5. Maintain continuous services on feeders, circuits or DO NOT SCALE PLANS ARCHITECT OF RECORD Di 0 Terjesen Associates, Architects 48 West 35th Street 11th Floor Ne w York, NY 10001 Fax: u 212.736.7899 "Okk.. 77, E-mail: info@terjesenarchitects.com E MECHANICAL ENGINEER EP ENGINEERING 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 11 T:212.257.6190 F:212.994.8091 01 06 01 06 01 06 i...,.... 02 09 02 09 STRUCTURAL ENGINEER 02 09 03 10 03 10 03 10 04 12 04 12 01 04 12 1305 16 PROJECT enter ....... ....... ... ........... ... :..... ..... . North 700 BOISSEAU AVENUE SOUTHOLD, NY DRAWING TITLE 1 ST FLOOR 01 0602 07 01 06 01 06 03 09 \: REMOVAL PLAN 02 09 02 09 03 10 04 10 03 10 04 04 12 O1 ... ........ ............... ..... 01 06 05 02 09 „ ..... DATE 03 10 04 01 06 01 06 3 23 2018 DN PROJECT NUMBER 03 02 07 02 09 01 06 EO4 06 03 07 :. `I 07 03 04 10 04 1 3258 0 . ...... 10 10 \ 03 DRAWN BY �.. 711 7 FINLL a\ .. \ \ a\ \ .\.. ,: : :. _..._._ 03 .� QED ARC/ SCALE 03 07 � 114"= 1'-011 04 09 DRAWING NUMBER 10 rn 00 26 OF N� 0M- 101 .00 � SEAL SHEET NO: 7 OF 18 GRAPHICS SYMBOLS CONSTRUCTION PLAN PARTITION NOTES SYMBOLS DESCRIPTION A EXISTING WALL TO BE REMOVED 1. ALL GWB PARTITIONS SHALL BE 5"THICK,TYPAE O2 WITH ACST INSULATION(U.O.N.) North For EXISTING CONSTRUCTION 2. ALL CHASE PARTITIONS SHALL BE TYPE O9 AS INDICATED. TO REMAIN 3. AT ALL CERAMIC TILE LOCATIONS,PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE � r i e n e r NEW PARTITION &MR GWB ABOVE. ��-SOUND INSULATION WHERE 01 A INDICATED 4. ALL FIRE RATED PARTITIONS SHALL HAVE U.L.&MEA APPROVAL NUMBERS AND SHALL BE CONSTRUCTED IN 700 BOISSEAU AVE, SOUTHOLD, NY 2hr INDICA77ES PARTITION TYPE STRICT ACCORDANCE WITH U.L.REQUIREMENTS. FIRE RATING WHERE INDICATED 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL MOUNTED 4/ OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE. � C EXISTING DOOR TO BE REMOVED 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR WALL HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 12"O.C.AT EX EXISTING DOOR TO REMAIN ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 16"O.C. EX XII TING ^A 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING)SHALL BE TYPE 13 (U.O.N.). \ 8. INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DOOR FRAMES. > ti y j� NEW DOOR AND FRAME 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE&SPACKLE moi DOORTYPE AT ALL SCREW HOLES AND JOINTS. I INTERIOR ELEVATION INDICATION 00 INTERIOR ELEVATION NUMBER N 01 XXX ROOM TAG ROOM NAME 000 ROOM NUMBER SF ROOM SQUARE FOOTAGE 1 HR FIFE RATED PARTITION ISSUE: NUMBER DESCRIPTION DATE BY 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1 .30.17 GS 03 ISSUE TO PLANNING BRD 11 .02.17 JF OEXTERIOR 04 ISSUE FOR DOB APPROVAL03.23.18 JF STAIR EXISTING GAS METER lk a: " \\o \:EXE ��\ \\\ . ��: -\ 7'_8° 5'-8" T_0�� NEW WATER REVISIONS: HEATERS �_y IN NUMBER DESCRIPTION DATE BY z bo Ars a _ 01 CELLAR DWG ADDITION 10.5.16 GS EXISTING SUMP 46 'cam WAT R ` 02 PER DOH COMMENTS 11.21.16 GS AHU az SF PIT TO REMAIN �' HEATER Nil 0 VACUUM B3 79 SF k 03 PLANNING BRD. COMT'S 10.30.17 JF j:!:SFr,) 04 REV'S PER BLDG. DEPT. 03.23.18 JF k FEC B6 DISTRIBUTION PANEL AHU NEW 62 MECH DO NOT SCALE PLANS DGP 47 105 SF ,j lLJ ARCHITECT OF RECORD \� UP SEEN BASEMENT DONESTIC WATER Ter'esen Associates, Architects �, 44 BOOSTER PUMP - 1739 SF 248 West 35th Street 11th Floor New York, NY 10001 --- - \. - . N 212.239.1526 Fax:212.736.7899 'B4 137 E-mail: info@terjesenarchitects.com FLUE IN EXISTING e CHIMNEY MECHANICAL ENGINEER SJRIs RIEP ENGINEERING ' 49 12-0" 49 \ lo 73 SF 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 - - 411 T:212.257.6190 F:212.994.8091 B5 SPRINKLER BOOSTER PUMP CO STRUCTURAL ENGINEER AMAWS .466, las e:. 6 \. PROJECT North Fork SurgiCenter 700 BOISSEAU AVENUE CELLAR FLOOR CONSTRUCTION PLAN- SOUTHOLD, NY SCALE: 3/16" = 1'-0" 410 SQFT (NO CHANGE) DRAWING TITLE CELLAR FLOOR CONSTRUCTION PLAN DATE 3.23.2018 PROJECT NUMBER 3258 DRAWN BY RP/GS/JF ,p,SD A&C'`>� SCALE 3/16"= 1'-0° X CU n DRAWING NUMBER rn it sT� 0268 © A-200 . 00 OF N SEAL SHEET NO: 8 OF 18 GRAPHICS SYMBOLS CONSTRUCTION PLAN PARTITION NOTES SYMBOLS DESCRIPTION 1. ALL GWB PARTITIONS SHALL BE 5' THICK,TYPA O WITH ACST INSULATION(U.O.N.) North Fork — — — — EXISTING WALL TO BE REMOVED 2. ALL CHASE PARTITIONS SHALL BE TYPE O AS INDICATED. EXISTING CONSTRUCTION 3. AT ALL CERAMIC TILE LOCATIONS,PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE TO REMAIN &MR GWB ABOVE. NEW PARTITION4. ALL FIRE RATED PARTITIONS SHALL HAVE U.L.&MEA APPROVAL NUMBERS AND SHALL BE CONSTRUCTED IN SurgiCenter A,_--SOUND INSULATION WHERE STRICT ACCORDANCE WITH U.L.REQUIREMENTS. 700 BOISSEAU AVE, SOUTHOLD, NY 01 INDICATED 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL MOUNTED 2hr INDICATES PARTITION TYPE FIREIRE RRATING WHERE INDICATED OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE. �i/Ill\1 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR WALL C EXISTING DOOR TO BE REMOVED HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 12"O.C.AT ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE LOCATED 16"O.C. E EXISTING DOOR TO REMAIN 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING)SHALL BE TYPE (U.O.N.). O133 (EX) EXISTING 8. INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DOOR FRAMES. 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE&SPACKLE (1 NEW DOOR AND FRAME AT ALL SCREW HOLES AND JOINTS. m�Q DOOR TYPE P INTERIOR ELEVATION INDICATION GENERAL NOTES A► 0001 INTERIOR ELEVATION NUMBER 1. MEDICAL GAS SHALL HAVE ANESTHESIA SCAVENGING SYSTEM TO BE EXHAUSTED DIRECTLY TO THE 'V OUTSIDE. XXX ROOM TAG , 2. ON-SITE STERILIZATION TO BE DONE WITH A DESKTOP STERILIZER.ALL OTHER STERILIZATION TO BE DONE ROOM NAME ..i...OFF-SI,TE AND PREPACKAGED.. . . .., ,... pSF ROOM NUMBER r ABC DRY CHEMICAL 2-A PORTABLE FIRE EXTINGUISHER TO BE PROVIDED EVERY 3000 SF SF ROOM SQUARE FOOTAGE PER NFPA 10(1 PROVIDED CELLAR, 3 FIRST FLOOR- PK ISSUE: 4. ALL ROOMS WITH A DIMENSION LESS THAN T-0"ARE"OCCUPIED SPACES" FOR SINGLE El OCCUPANCY USE ONLY. NUMBER DESCRIPTION DATE BY SEMI RESTRICTED AREA RESTRICTED AREA r 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1 .30.17 GS 1 HR FIRE RATED PARTITION 03 ISSUE TO PLANNING BRD 11 .02.17 JF alarms 04 ISSUE FOR DOB APPROVAL03.23.18 JF FEC ABC DRY CHEMICAL 2-A PORTABLE i FIRE EXTINGUISHER DIESEL A/C GENERATOR �J C WINDOW PROVIDE NEW 2"X10" WELL JOISTS AT 16" O.C. W/ R30 BATT INSULATION SEE A603 WINDOW REVISIONS: & 3/4" PLYWOOD IFOR DETAILS o - -{--�� UNDERLAYMENT WINDOW WELL NUMBER DESCRIPTION DATE BY � .. t 1,191, PATIENT 4 11 21 16 GS A .`} `. \ i ',' - --- i '' `;`<.; \, € -- - rG , \ \ II I,€ '1 I �I . \✓. I 1 13 � I \�. �� `✓' I `✓' HANGING � A 13 A `�_ 03 PLANNING BRD. COMT'S 10.30.17 JF - it III , 0 8'0 I 8'-011 I 8'-0" I,. 1 I 8-0 I 1 8-o" ( 8'-0" I T-o" „' 9'-0" 11 g'_0" 8'-9" 13 n „ 8'-7 8-8 f I', F 3o S 04 REV'S I''I PER BLDG. DEPT. 03.23.18 F \ f I` / ,� �i - - x r nI n ii' I n , n I. � li'' I n IIIA I - , x g j 4'-0" S�6 5 16 5 a6 y 5 16 5'�6" 5�6 5--b- 4 0 0 CLASS B \!\:' STERILE ,1 —h - . f k' O.R. :r STORAGE +\, 27] k. c.. o WINDOW _ 1 PATIENT EXAM r, WELL -OP BA #1 1 POST-OP BAY#2 1 POST PRE-OP BAY#1 PRE-OP BAY#2 PRE-OP BAY#3 POST -OP BAY#3 POST-OP BAY 4 POST-OP BAY#5 POST-OP BAY#6 CONFERENCE I I I I I LOCKERS os / /MULTIPURPOSE CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT CLR SQ FT o CLR SQ FT CLR SQ FT 87 SF `� y ° M `ti .. `..� j' ;' •` i = 90 SQ FT = 80 SQ FT = 80 SQ FT = 80 SQ FT = 80 SQ FT = 80 SQ FT — = 80 SQ FT o — = 80 SQ FT = 90 SQ FT ,� x - / / / / / / / 30 SF <tj n �`` 20 ` r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 03 _ ` ;f' A FEcG CUBICLE CURTIAN - - 1,4- CG CG GG 3 , � ,/�� -- OFFICE :? i TRACK(CCT), TYP. _ �9 ao ( ) PATIENT "a PATIENT lJ'� ,'� M 04, 01 p21 o1101 a •° > . TOILET ;X :�..'' -'y'' \, ''. 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CLEAN 1 02 : - 05 RAMP 212 2 :. � D .. � Fax: 212.736.7899 \' a \� SINK' -- C „J - UNI g� 367 SF � ,,` � ART k,,, � :� �. � LINEN (I� 1 530SF U.�. ,. f,. .. . .,.... .-, ,. HOLDING 391526 :. . 19 R F. iE-mail: _ :: .:•';. _ in senarc i ec s.com ��► TOILET/ STAFF ,,,L- ' fo ter'e h't t j . a = oo :: . ,�' SHOWER STORAGE - / . .„ ,: .... . .: ._ . . : GENERAL .• :: .. 0 3� 510"- 5-7 s O III � �c _ 1 : �. 22 Q , .. : ,. I � �, ' , 5-8 co '� 5-0 III 1- - ';� 57 SF. �? fM , ,r-- 5 16-6 MECHANICAL ENGINEER E # v 3o s III - STORAG N �', 4 i 4-8 1-0 5'5 4 0 4-4 _ r; ''j�• 15-6". 5 I _ � .. -5'-� $-5 III / � o o - = PUBLIC 4 k Z .-- K ..63 sF.' EXIST. !I S o Y� II EP ENGINEERING u .!' 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STAFF ACCESSIBLE O.R. v ST STAFF a3 ��2s -1' 29 30 31 3z STORAGE LOCKERS REMOVE N = oa INTERVIEW WAITING AREA .1,, .. �` r �,-' `j,.`1a SF I' 38 SF. f'. 33 CHANGING 35 A WINDOW AND 36` = d a3 sF s7 sF.' i EX`� EX ^ 273:>F 54 SF %".3$,sF,: 4 '` 3 AREA 124 SF j %%i / ' 42 SF 34 77 SF n n , n n _ CLINICAL SINK ,` � INFILL WITH _ _ CD .'`:' ! j 12 0 5 11" 7-5 5-4 6' 1 37 SF DRINKING � , v KIN G ,: , n n , „ - z 5.0,., T-2 .'5r1:' �'':'' ' 5-9 5-1 :' ;':5-8 5-0 6-6 � 1 HR RATED „ - 3 II GROSS FOUNTAIN a PARTITION / 1 15 A ANTEROOM DECON o g o ` •r[0 VEST. II w HS HTS j HS U.C. 11'6 s I 08 13 VESTIBULE v ` — H - - - 07: 14 15 cn - - - - M I \ N — — € FFl a1 I I MIN .. �RFFl 2D u sF 34 SF = 01 U PROJECT 80 SF . :. :: ....... <::... ..t:: : \e �..\��:. 38' ..�� . s�. ... ...\\ ,y .. \.. .. \. 1111 L " :N\'\::. .�... .J,\\. ::31 ''vr xx :dlxx. n,r _\ \. 0 :� REMOVE EXISTING REMOVE EXISTING 10 1'0MED RECORD LOCKABLE `1 30X48" CLEAR 4'-0" 4'0 North Fork S u rg i Ce me r GARAGE DOOR& DOOR & INFILL • MEDICAL E 3/4 FIR FPSC FILING CAB. STAFF I INFILL EXISTING LIEXISTING OPENING GAS �, STORAGE 36" MAX AFF TOO BOISSEAU AVENUE OPENING r- ' 37 i IFOR SEE A602 WINDOW o ¢ SOUTHOLD, NY 3-8" 5'4" SssF DETAILS WINDOW SEE T-100 FOR C a • • • • o WELL WELL STANDARD STAIR DETAILS77 Up 4R DRAWING TITLE EXISTING ` STAIR EXISTING 1 ST FLOOR STAIR o b 2�_, LO 5'_Q" CONSTRUCTION PLAN 11 UP 3R 0 w , C 6'0' � MIN .: ...... ,.... .....::... ..• .. .. ` DATE PATIENT 3.23.2018 DROP OFF AT GRADE PROJECT NUMBER 3258 DRAWN BY RP/GS/JF FIRST FLOOR CONSTRUCTION PLAN- �QA�� SCALE �� _ � �� wc�� A��n� 3116"= 1'-0�1 SCALE: 3/16 = 1 —0 it U n DRAWING NUMBER AREA: 5564 SQFT (NO CHANGE) m a2613 �© A-201 .00 OF N SEAL SHEET NO: 9 OF 18 . EXTERIOR ELEVATIONS - North Fork - . � I . . . :1 . :� �' i � 1. �: � . w � w 1 . :: � � i . �: : - . i� - : :. :� : � . : . t: : :� : :: :: : : . . ; . : � :� .. :. �: :: r . :. . � li . % . i� . � �. :. 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T:212.257.6190 F:212.994.8091 STRUCTURAL ENGINEER :� �: .: . i �i .� N ......["'. ,..=:"".+.+.++ .. . :. 7 . : :� : :: : I � : � : :::E!: 0. .: I I 11 _.- ; - �� i - i : � % __ .. .. �......... : _ +.+ : . :� : � . . . . . . SCALE:118"=V-0" q� 0268 A-300 -00 V__�� '�_' , I 1� i � 0-t n If 1, = 11 - 7'1�� 7-114+1- I C7�7 . SEAL SHEET NO: 10 OF 18 . ` 1ST FLOOR REFLECTED CEILING PLAN North Fork ur en er 700 BOISSEAU AVE, SOUTHOLD, NY F k ifth A 'a '\bk 3%\L\ZZ II&L" I 1-16M., ft 1*1 1 vv\\\,\\\\\ 4% Aft, AN N%ilk z, I%\i 777,�71,577 730 1 Mbk, 21�_ 44C 46 CS1 3 +8 T-0 f+8-0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ L2 L2 L2 L2 F_ ACST 1 ❑ ❑ ❑ -ov L2 L2 Ell I F7 IP ❑ (rN N) NJ L2 L2 L2 L2❑ ❑ ❑ ❑ �TAEE t5 - ❑ O E - \. L T-Mi rA;;-w+=4 CS Lj .0 28 0 ..L5 1-5 ACS 0 0 .0 ISSUE: L5 L- L5GWB P 0 L5 ACST 1 0 Lr.--6" 1 '0' +8-0 ❑ ❑ L5 L5. NUMBER DESCRIPTION DATE BY Z1 L2 L2 L1 01 DSG-01 SUBMITTAL 8.29.16 GS ACST 1 6 02 ISSUE FOR BID 1.30.17 GS +8-0 ❑ +8-0 ❑ 8-0 +ts-u ACST 1 ❑ ❑ L2 L2 03 ISSUE TO PLANNING BRD 11 .02.17 JF _j aTo +$-� 24"nC ❑ ❑ 04 ISSUE FOR DOB APPROVAL03.23.18 JF COWXT AlrnC'� L2 L2 STM Ell i Ml� iff:11 I L5 15. Lb L5 CST I ACST 3 E - 0 0' " CST 1 L6 u ❑ CST I Amy I i REVISIONS: CST 1 CST 1 A 3 1ACST1 11 LIL +8'-00 + ACST 1 ❑ 1+8'-Ow Ell ❑ 0, 0 NUMBER DESCRIPTION DATE BY _u L 5 5_u +0_u -5 ... L' • 01 CELLAR DWG ADDITION 10.5.16 GS H I I ft k, lbkkk I I 101h M At 1*1 mtuw-1\1v I 1 14%, I I\%&\ 1 1 Jikk J F, iftsk 1101ft, i I 4\k 4% Ald 02 PER DOH COMMENTS 11 .21.16 GS ❑L2 +8To 03 PLANNING BIRD. COMT'S 10.30.17 JF 04 REV'S PER BLDG. DEPT. 03.23.18 JF FIRST FLOOR REFLECTED CLG . PLAN SCALE: 3/16" 1'-0" DO NOT SCALE PLANS 7777 7 ARCHITECT OF RECORD 777 77777777=, 77\77 77 Terjesen Associates, Architects CEILING6 TYPES LIGHTING SCHEDULE 248 West 35th Street 11 th Floor New York, NY 10001 Ilk - --_ 212.239.1526 Fax:212.736.7899 & ACST-1: ACOUSTICAL CEILING TILE 0% "'w TYPE DESCRIPTION E-mail: info@terjesenarchitects.com 'ARMSTRONG' #1776 DUNE 24%48" TILE W/ RECESSED 2X4 FLUOR. LT. PRELUDE 15/16 EXPOSED TEE GRID Ll NATIONAL LIGHTING - MD-AST SERIES - 2 LAMPS (64W) MECHANICAL ENGINEER GWB P SAME AS 'Ll' EXCEPT WITH EMERGENCY BACKUP PACK ACST-2: ACOUSTICAL CEILING TILE LlE NATIONAL LIGHTING - MD-AST SERIES - 2 LAMPS (64W) 'ARMSTRONG' #591 CIRRUS 24"X24" TILE W/ EP ENGINEERING RECESSED 2X2 FLUOR. LT. L4 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 PRELUDE 15/16 EKPOSED TEE GRID L2 NATIONAL LIGHTING - MD-AST SERIES - 2 LAMPS (64W) GWB P -P: U L4 GWB GYPSUM BOARD PAINTED SAME AS 12' EXCEPT WITH EMERGENCY BACKUP PACK T:212.257.6190 F:212.994.8091 L2E PAINT COLOR TO BE DETERMINED BY NATIONAL LIGHTING - MD-AST SERIES - 2 LAMPS (64W) L4 INTERIOR DESIGNER WALL MOUNTED VANITY FIXTURE L3 LIGHTOLIER 'ROUNDED' 4723 (24") STRUCTURAL ENGINEER L4 SURFACE MTD. 12X48 FLUOR. LT. NOTES ul RECESSED DOWN LIGHT L5 ELITE B4PL W/ B401W-WH TRIM (1 7W) ALL EXIT LIGHTS SHALL HAVE EMERGENCY BATTERY BACKUP. SAME AS 15' EXCEPT WITH EMERGENCY BACKUP PACK L5E ELITE B4PL W/ 8401W-WH TRIM (17W) ALL MILLWORK WITH OVERHEAD CABINETS TO HAVE PROJECT 110' UNDER CABINET FLUORESCENT TASK LIGHTING L8 SURFACE MTD. EXIT SIGN W/ DIRECTIONAL ARROWS WHERE INDICATED ist, LIGHTALARMS 'SIMPLICITY SERIES' U.O.N. CEILING MTD. EXIT SIGN W/ DIRECTIONAL ARROWS WHERE INDICATED L9 SEE A501 MILLWORK PLAN North Fork SurgiCenter LIGHTALARMS 'SIMPLICITY SERIES' SURFACE MTD. 24X48 FLUOR. LT. L10 110" CD 700 BOISSEAU AVENUE L4 4611 SOUTHOLD, NY GW B P RECESSED 1X4 FLUOR. LT. (CLEAN ROOM) L22 LIGHTOLIER "CLEAN GUARD CXSW SERIES' - 2 LAMPS (64W) 71-On QWB P ilk DRAWING TITLE 7 LEGEND L4.. CELLAR FLOOR, 1ST FLOOR REFLECTED CEILING PLANS SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1L=L_J SURFACE MTD. EXIT SIGN W/ DIRECTIONAL ARROWS 2X4 FLUOR. LT.(E -EMERGENCY LT.) WHERE INDICATED ---------- [GWB P] CEILING MTD. EXIT SIGN W/ DIRECTIONAL ARROWS 1X4 FLUOR. LT. qa, GN IP] IGN IP F DATE WHERE INDICATED ARIES 3.23.2018 2X2 FLUOR. LT.(E -EMERGENCY LT.) NONDIRECTIONAL EXIT SIGN El L4 - PROJECT NUMBER E=3 WALL MOUNTED VANITY FIXTURE CHANGE IN CEILING HEIGHT L4 3258 DETAIL INDICATION 1=773 WALL MOUNTED MERCURY SERIES 85 0_ (SEE DWG A-402 FOR DETAILS) DRAWN BY RECESSED DOWN LT. (E-EMERGENCY LT.) WALL SCONCE (FIXTURE AND HEIGHT TO RP/GS/JF NIMIL, Avvw\L a- 0 mmx\�, 77 777 7177"! 77\777 1afth, % **&\ ITT.. 7 E BE DETERMINED BY INTERIOR DESIGNER) _6 SCALE 1$� LIGHT SOCKET AIR DIFFUSER/RETURN v&k." 3/16"- 140 ' ' X z 4U(9 'TION) 0 ROOM (ONE DIREC DRAWING NUMBER { * � M O SPRINKLER HEAD CELLAR FLOOR REFLECTED CLG . PLAN � �{ A�ST 1 < Ll 48-0 ❑ X1 -�1 �' W ACST I +8-0 0 " ROOM (BOTH DIRECTION) 68 P A-401 .00 CEILING TYPE <_ FINISH SCALE: 3/16" 1'-01' 0 Fr7 <--CEILING HEIGHT SEAL SHEET NO: 11 OF 18 MILLWORK PLAN LEGEND SYMBOL DESCRIPTION North Fork FLOOR FINISH ARCHITECTURAL MILLWORK DOOR SADDLE urgiCentei ISEE A603 FOR DETAILS o -�- -r-� CHANGE IN FLOOR FINISH 700 BOISSEAU AVE, SOUTHOLD, NY '79\%bhk, 1 4106 Mmi 'Ift" 044011 \. 7 7 \:. 777777.7 NS- n1L.- &00 � I117777,777,77,41 UM II VI ABBREVIATIONS AA500 ! A500 A500 A500 A500 A500 A500 A500 SV E I "'i E I ! �Ilit, '" E I E , E E I E I E "Al" L u 'r I I I I I I I x x _ x _ TYPE DESCRIPTION I i' ' I I ■ I I I I <� i i I I VCT VINYL COMPOSITION TILE i \ I I I ■ I I ■ I I I I SV j SV SV LVT LUXURY VINYL TILE 1 ----.,..,.,....._... _.r.,.... SV SHEET VINYL -- ..�.. 110 \` CT CERAMIC TILE LVT LUXURY VINYL TILE(WOOD PLANK) _._ \, CON EPDXY PAINTED CONCRETE A500 10'-1' C LIN FORBID MARMOLEUM WITH WELDED SEAMS �;� A500 \ \ B % � 5 5 WALK-OFF MAT FORBID CORAL PRODUCT B \ WM �,E -8" f_f.;.3 ............_...., 3 t c� � :fir I ° a..x_e.;.....0.a.p..,,q.;"{"�'s"'�r e;� ...F - - - - -- x F '.i ':..: ,i. y-> _ . <:: .� ".( NOTE: G.C.TO COORDINATE FLOOR PATTERN WITH :+.r �. . :., I ISSUE: i.,. .a.,,. a,< " SV CRASH ..Y,....,� :..r:�:e;, ,.. 0 g,i.f.>;.;.;. �.x.l.. :i:; r...:a .'' ' < . - INTERIOR DESIGNER e.,,...x,a €.., a„, a,a.q„�. ....,af.,..a. ..a >e .x-f o ::: .:`Y. ' ■ \ ■ M -- CART ;,. .. {. =:a _.�......�. ..x_,...a .�_.? , NUMBER DESCRIPTION DATE x, , e,e a ` e ....F., :e. .^r a•. .,;,..a,.l, a .a.=..pK, I••i .f.F a..f..,.a. CT. �x. . I I _ q.,. ..e.,. 0.1,3, x.a•Y.A.x..=. ;.a e.p.x�e,w ,.x... ,k .,,.,. ; ::X:1:'=:`:n,.,,.:-:. .e.aa CT .....:....�. :.<.,..:..:.{'. A500 __ O1 x ... .,e. 0e.a.,.x..e.0.,..o-,.a.,.,.,..o.. ., :...,L3.,..., n d,a. . �t�=i'��' .P=� �'��} � _ DSG 01 SUBMITTAL 8 29 16 .L,.,..e.a. .,.e.e..-, .<..:. B i =.,i: :,.>..:.._.,..�.,.:_1_: A�•� sv _ t.. . .:... ..... � w � .. r= 02 ISSUE FOR BID 1 30 17 e'. c I �,....� ....ipt f..�.o„ >.&., r.q.::N'F'f, E..n.A,i.l...•'..;..>,Y t7 '.a.._x.=.r..a: ...,.�.y,.b.a.x.3Sd. .f....:,a.aaf,�..:.'�.:1,:°.�:ia.;..5, c.e.x x.3..•,.5 ,. /,. ;\ ,x::. � Z � — - 03 ISSUE TO PLANNING BRD 11 .02.17 .a�.. 'z_i.'�.=. � .... ... ,..�?... ,.. 's# x. �” 1: �:�:za3:°:.,. �'a°" r't'e' y ■ _'�"-- '+f x` 'p•?' . c W 04 ISSUE FOR DOB APPROVAL03.23.18 i i wi. CRASH r ' ■ A500 II '' CART _r ■ ■ \ " � x -- _ - I I - x �D A500- A500� A500� A560- A500 = B A500 � - B B B B B p I A DRINKING SV T-2" SV 5'2:: SV 5'-9" 5'-1" II ; A500 SV �, SV 5'-4" FOUNTAIN I I REVISIONS: I <� T SV q A500 w < I r ! I B /' I / U) �' I I NUMBER DESCRIPTION DATE D o _ -- REP. ■ ■ �. ._ .. \ \ ',: .�.� yl'i"...+f'r •�.." ."irYliiwrs� .�\:_ \ \ ,��c... C. \ \. 'r .:� .� i. .. ;; _ ,\ 01 CELLAR DWG ADDITION 10 5 16 �_- I I 02 PER DOH COMMENTS 11 .21.16 03 PLANNING BRD. COMT'S 10.30.17 UP IFOR SEE A602 0 04 REV'S PER BLDG. DEPT. 03.23.18 DETAILS I U) a I - • • • • UP4R I - ui _ UP 3R w i MILLWORK DETAILS DO NOT SCALE PLANS ARCHITECT OF RECORD Terjesen Associates, Architects 248 West 35th Street 11 th Floor New York, NY 10001 W PANEL WHERE W PANEL WHERE 212.239.1526 Fax:212.736.7899 i INDICATED SEE 1'-1° U.O.N.` EE INDICATED SEE 1'-1" U.O.N. INTERIOR ELEVATIONS l J j INTERIOR ELEVATIONS ` E-mail: info@terjesenarchitects.com 00 MECHANICAL ENGINEER ° ° ° ° EP ENGINEERING 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 Z ADJUSTABLE ° ° Z ADJUSTABLE T: 212.257.6190 F:212.994.8091 O SHELVES ° O SHELVES ° ° ° ° ° ° ° — ° ° STRUCTURAL ENGINEER N PL ° ° N PL ° ° LOCK WHERE ° ° ° INDICATED ° ° ° ° WIRE PULLS WIRE PULLS 0 0 UNDERCAB LIGHT pL UNDERCAB LIGHT pL SEE PLAN �—PLAS-LAM PROJECT WHERE INDICATED WHERE INDICATED SOLID QUARTZ COUNTERTOP@ 1'_2" North Fork SurgiCenter O - a e� ECEPTION) ALAS-LAM o N 4"HEIGHT PL - _ COUNTEli (SOLID RTOP TOP @ RECEPTION)UARTZ PLAS LAM 700 BOISSEAU AVENUE N BACKSPLASH FORBO CORK PLAS-LAM _ WHERE INDICATED _ SEE PLAN _ SOUTHOLD, NY FORBID CORK COUNTERTOP SEALANT o ALAS-LAM i� - WHERE INDICATED (SOf OLID QUARTZ r- PL COUNTERTOP @ SCRIBE TO WALL r -- ___ Z_ RECEPTION - WIRE P LL DRAWINGTITLE MILLWORK PLAS M NOTE:ALL DRAWER I NOTE:ALL I PLAN; DETAILS; NOTES = L------------------------------ ADJUSTABLE SHELF ON FULL EXTENSIONI I I DRAWERS ON FULL I - N GLIDES i EXTENSION GLIDES o ° ° I C)I I I i I � i REMOVABLE I REMOVABLE ch CVSHELF ° o I PEDESTAL I M - ACCESS DOORS I ACCESS DOORS \ DATE WHERE INDICATED I �y CV CV CV I ' INIREWAY I N WIREW o 0 3.23.2018 CV N I N PL I PL PROJECT NUMBER I I I PL(EA.SIDE) PL(EA.SI E) ° ° (WOOD VENEER (WOOD VE EER ° ° 3258 I I I I ' I i i CB DRAWN BY VCB OR SVB SEE I VCB OR SVB SEE _ FINISH SCHEDULE I FINISH SCHEDULE i VCB VCB VCB VCB= vcr RP/GS/JF I A�Chr SCALE A ARCH MILLWORK DETAIL NOTE:GC TO INSTALL SHEET VINYL(SV) c.�� ''T 3/16"=1'-0" B ARCH MILLWORK DETAIL ARCH MILLWORK DETAIL @ NURSE'S STATION D ARCH MILLWORK DETAIL(c� INTERVIEW q)LRC H MILLWORK DETAIL RECOVERYFLOORING AND BASE AFTERSCALE:1"=1'-0" A500 SCALE:1"=1'0" INSTALLATION OF ALL BASE CABINETS AS A50C SCALE:1"=1'-0" A500 SCALE:1"=1'0" SCALE:1"=1'-0" INDICATED.(SEE FINISH SCHEDULE AND Ca* U m DRAWING NUMBER AA ARCH MILLWORK DETAIL NO O.H. CABINET BB ARCH MILLWORK DETAIL(NO O.H.CABINET) INTERIOR ELEVATIONS) #r =y A-500 . 00 A500 SCALE:1"=1'-0" A500 SCALE:1"=1'-0" c� }� X268 40�` OF NO SEAL SHEET NO: 12 C 17� North Xz-GWB SOFFIT SurgiCenter GWB-P / / \ 3'4" 700 BOISSEAU AVE, SOUTHOLD, NY / / \ 1'-8" (30"AFF) 0 Zko \ \ / 18"A.F F. 4 3 4 3 CODE BLUE U.C.LIGHTS I it CODE BLUE I L14 EM o UC LIGHT DUPLEX POWER I I -- I 4-WAY DIMMER 1 h J � \�� I SWITCH ti yy�� iv 8 G.F.I.OUTLET i I q � � m�Q GWB-P 4'-0"A.F.F. I 501 I J 4-WAY LIGHT SWITCH P p 3-WAY LIGHT SWITCH LJ _ _ - g GWB "' i it 501 o SOFFIT O I N r AC VYN KICK III BASE CABINET A l I v PLATE I 20 4-WAY DIMMER I I 9 � ©© I I SWITCH iil WITH OVERHEAD KNEE SPACE I I AUDIO SYSTEM UC/) I CABINET T > ENDO MACHINE 32"MONITOR > / 1�-8,. 3'-4"�` � 24"X24" SV (PROVIDE BLOCKING ISSUE: SUPPORT) C° QUAD(EM) L14 NUMBER DESCRIPTION DATE BY ARCH.MILLWORK DATACOAX m 01 DSG-01 SUBMITTAL 8.29.16 GS WITH ENDO ROOM 1"o 0 02 ISSUE FOR BID 1.30.17 GS CONDUIT 03 ISSUE TO PLANNING BRD 11 .02.17 JF SCALE: 1/2" = V-0" DATA O 11 04 ISSUE FOR DOB APPROVAL03.23.18 JF RED BAG 3 TRASH BIN �) D \ io 4-WAY DIMMER - - -tr g SWITCH 32"MONITOR N 501 TYPICAL ENDO ROOM °O CABLE COAX U C i 4-WAY LIGHT SWITCH \ pq�GHTS - -trl- A 4 1 2 REVISIONS: 3-WAY LIGHT SWITCH WITH L14(EM) / NUMBER DESCRIPTION DATE BY CONDUIT 0 ii I Poo 01 CELLAR DWG ADDITION 10.5.16 GS \ M 1a"A.F.F. i 02 PER DOH COMMENTS 11.21 .16 GS GNB-P i i I � � 03 PLANNING BRD. COMT'S 10.30.17 JF ® BB ' S V 0 0 4 04 REV'S PER BLDG. DEPT. 03.23.18 JF IT 1'-6" V-6" u O / V-8" SOFFIT C° 24"X 48"ACOUSTIC CEILING LO WALLPHONE ACST#3 EMM ® 4-WAY DIMMER DATA zo / SWITCH SWITCH A ENDO PL�1 - N BLOW-UP TYPICAL TYPICAL LIGHT SWITCH LAYOUT DO NOT SCALE PLANS Sv SCALE: 1/2" = 0° B SCALE: 1/2" = 1'-0" ARCHITECT OF RECORD ENDO ROOM Terjesen Associates, Architects 2 SCALE: 1/2"= 1'-0" 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 E-mail: info@terjesenarchitects.com GWB SOFFIT MECHANICAL ENGINEER GWBSOFFIT� EP ENGINEERING LEGEND 110 WILLIAM STREET,32ND FLOOR NEW YORK, NY 10038 / \ / \ T:212.257.6190 F:212.994.8091 �- - - -�- - - GWB-P T - - T - - SYMBOLS DESCRIPTION 0 GWB-P OXYGEN PLAN ELEVATION STRUCTURAL ENGINEER - - - - - 6" 6" - -'� �© DUPLEX POWER OUTLET O O I � V S C UC LIGHT ® ® 3-WAY DIMMER QUAD POWER OUTLET UC LIGHT DATA WITH I SWITCH UC LIGHT a, *I[ DUPLEX POWER OUTLET ON EM O 1"0 CONDUIT I ( ® B GFI ® PROJECT RED BAG I ' GWB-P TRASH BIN N QUAD POWER OUTLET ON EM WALL PHONE P.D. I North Fork SurgiCenter F- — i i o L" "J �$ SLIDE e o 700 BOISSEAU AVENUE I I I I o // \\ V® V® VACUUM SOUTHOLD, NY _ � o � _ I I � � • _ _ PD CVI KNEE SPACE o I I I EM I o \\ // N ®0 ®O OXYGEN / DRAWING TITLE PL PANEL ® DATA ENDO ROOM L — J SV SV3'-0" 2'-0" 1'-4" 2'-6" "----- DATANOICE BLOW UP PLANS & ELEV. ENDO ROOM ARCH.MILLWORK SV ENDO MACHINE Sv SV SV J a WALL PHONE 3 ARCH.MILLWORK ARCH.MILLWORK SCALE: 112" = 1'-O" $ a LIGHT SWITCH DATE ENDO ROOM NOTE:GC TO INSTALL SHEET VINYL(SV)FLOORING AND a CABLE COAX 3.23.2018 SCALE: 3/8" -- 1 0 BASE AFTER INSTALLATION OF ALL BASE CABINETS. PROJECT NUMBER Ik A AUDIO SYSTEM 3258 PR® CODE BLUE DRAWN BY (, RP/GS/JF N I NURSE CALL ,eD Apcy� SCALE USB PORT DRAWING NUMBER a268 y°�� A-6 0 2 . 0 0 OF NO SEAL SHEET NO: 13 OF 18 PRE-OPIPOST RECOVERY BLOW-UP PLAN AND ELEVATION North LIGHT SWITCH DUPLEX OUTLET(EM) NURSE CALL CODE BLUE USB PORT A-B QUAD OUTLET NURSES CALL SurgiCenter VITAL SIGN MONITOR DATA OUTLET CODE BLUE DUPLEX OUTLET(EM) USB PORTA B DUPLEX OUTLET 700 BOISSEAU AVE, SOUTHOLD, NY DUPLEX OUTLET(EM) Fr DATA OUTLET N L_—_� C = C z I — COMPUTER J II A501 'I I' ISSUE: NUMBER DESCRIPTION DATE BY I 01 DSG-01 SUBMITTAL 8.29.16 GS 02 ISSUE FOR BID 1 .30.17 GS CUBICLE CURTAIN TRACK TYPICAL 03 ISSUE TO PLANNING BRD 11.02.17 JF 04 ISSUE FOR DOB APPROVAL03.23.18 JF SEE PLAN SEE PLAN (A_')_TYPICAL RECOVERY BAY FLOOR PLANTYPICAL PRE-OP BAY FLOOR PLAN REVISIONS: SCALE: 1/2"= 1'-0" D NUMBER DESCRIPTION DATE BY 01 CELLAR DWG ADDITION 10.5.16 GS 02 PER DOH COMMENTS 11.21 .16 GS 03 PLANNING BRD. COMT'S 10.30.17 JF 04 REV'S PER BLDG. DEPT. 03.23.18 JF CUBICLE CURTAIN CUBICLE CURTAIN TRACK TRACK VITAL SIGN MONITOR —CUBICLE CURTAIN CUBICLE CURTAIN-- ►� PROVIDE BLOCKING FOR VITAL MONITOR TRACK(TYP.) I _ -- I DO NOT SCALE PLANS F_ USB PORT A-B CODE L E — � COMPUTER GLOVES o0 0 1 O DUPLEX OUTLET NURSES CALL DUPLE UTLET ARCHITECT OF RECORD SLIDE,VACUUM QUAD OUTLET (EM) DATA U LET &OXYGEN DATAOUTLET2'-z• ro° n• <' COMP T R Terjesen Associates, Architects �� a �2 a• a a' s• s a USB PORT A-B DUPLEX OUTLET(EM) -� S ® CLAS-LAM BASE 248 West 35th Street 11th Floor New York, NY 10001 CABINET I VIA 0 i N £m \ G 212.239.1526 Fax:212.736.7899 . . . . . . . . . . . . . . E-mail: info@terjesenarchitects.com . . . . . . . . . . . .i:;�:?y. . . . . . . . . . . . . a,,i ,.._._______............. LIGHT SWITCH.:. . . .: f... f� __ _,,: o MECHANICAL ENGINEER { . . . . . . . .�:. ....._._. . . �. NURSE$CALL. . . . . 1. . . .'. . . .'.'. . . . .'. . . . . . : . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . _.... _.:... . . . . . . . . . . . . . . . . . . . . . . . . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :.,. ffi €. �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . EP ENGINEERING in I . . . . . . . . . . . . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.a: . . . . . . . . { 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 a I . . . . . 1 . . . . . . . . ... ... . . . . . i ' T:21 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.257.6190 F.212.994.8091 . . :.:.�\' fes" :; �... . . . . . . . . . . . . ; ... 2'-0• STRUCTURAL ENGINEER ACROVYN WAINSCOT STRETCHER/BED VCB F ACROVYN WAINSCOT STRETCHER/BED VCB A501 PROJECT TYPICAL RECOVERY BAY ELEVATION TYPICAL Pre-Op BAY ELEVATION North Fork SUr iCenter SCALE: 1/2"= 1'-0" SCALE: 1/2"= 1'-0" 700 BOISSEAU AVENUE SOUTHOLD, NY SYMBOLS DRAWING TITLE TYPICAL PRE-OP & POST PLAN ELEVATION DESCRIPTION PLAN ELEVATION DESCRIPTION RECOVERY BLOW-UP PLAN & DUPLEX POWER OUTLET 0 0 WALL PHONE INTERIOR ELEVATIONS Q Q QUAD POWER OUTLET $ LIGHT SWITCH DUPLEX POWER OUTLET ON EM I pl PA CABLE COAX uuu DATE 3.23.2018 SS SLIDE (`I AUDIO SYSTEM PROJECT NUMBER VACUUM ® CODE BLUE 3258 DRAWN BY OXYGEN N N NURSE CALL RP/GS/JF gEQ AFDCSCALE ® ® DATA USB PORT �� A// DATA/VOICE DRAWING NUMBER f � mit w. SOF N A-603 . 00 SEAL SHEET NO: 14 OF 18 FINISH SCHEDULE ROOM ROOM NAME FLOOR BASE WALL FINISH CEILING N0. ® Fork NORTH SOUTH EAST WEST REMARKS MAT/FIN COL MAT/FIN COL MAT/FIN COL MAT/FIN COL MAT/FIN COL MAT/FIN COL MATERIAL HGT TYPICAL(•)U.O.N. SV VCB GWB-P GWB-P GWB-P GWB-P ACST-1 8'-0" SurgiCenter 01 VESTIBULE 0 0 AL&GL AL&GL AL&GL GWB-P 700 BOISSEAU AVE, SOUTHOLD, NY 02, WAITING + • • +/AL&GL AL&GL • + + 03 RECEPTION • • • • • • GWB-P 7'-6" 04 ADMINISTRATION + • • • • • • • 05 PUBLIC TOILET • • •/* •/* •/* •/* • • * T-4"CT WAINSCOT(SEE INTERIOR ELEVATIONS) 06 EXAM • • • • • • • • 07 CONFERE14CE • • • • • • • • 08 OFFICE + • • • • • • 09 NURSE/MED DIST. • • • • • • GWB-P 7'-6" ~ „� r 10 PATIENT LDCKES • • • • • • • • 11 PATIENT CHANGING • • • • • • • • 12 PRE-OP/RECOVERY + • •/* •/* +/* •/* • •' * ACROWN WAINSCOT 13 ENDO • • • • • • • • 14 ANTEROOM • • • • + • • • 15 GROSS DECON • • • • • • • • 16 SCOPE PROCESS + • • • 1 • • • • 17 GENERAL EQUIP STOR. • • • • • • • • ISSUE: 18 STAFF STORAGE • • • • • • GWB-P • • • • • • • NUMBER DESCRIPTION DATE BY 19 CLEAN LINEN GWB-P • 01 DSG-01 SUBMITTAL 8.29.16 GS 20 SOILED HOLDING + • • • • • GWB-P + 02 ISSUE FOR BID 1 .30.17 GS 21 STAFF TOILET 0 •/* •/* •/* +/* 0 0 * 3'-4"CT WAINSCOT(SEE INTERIOR ELEVATIONS) 03 ISSUE TO PLANNING BRD 11.02.17 JF 22 PATIENT TDILET 0 •/* •/* •/* •/* 0 a * 3'-4"CT WAINSCOT(SEE INTERIOR ELEVATIONS) 04 ISSUE FOR DOB APPROVAL03.23.18 JF 23 EVS • • •/* •/* • •/* GWB-P • * 30"CT WAINSCOT @ MOP SINK 24 EVS • •/* •/* • •/* GWB-P • * 30"CT WAINSCOT @ MOP SINK 25 SEMI-RESTRICTED CORR • • •/* •/* •/* •/* • • * ACROVYN WAINSCOT 26 STERILE STORAGE • • • • • • • • 27 CLASS B CR • • • • • • GWB-P 9'-0" 28 CLASS B OR + • + • • • GWB-P V41 29 SWR • • • • • • • • REVISIONS: 30 SUB-STERLE + • • • • • • • 31 CWR/STERILIZATION • • • • • • • • NUMBER DESCRIPTION DATE BY 32 ANESTHESIA + • • 0 + .+ • 01 CELLAR DWG ADDITION 10.5.16 GS 33 GENERAL EQUIP. STOR. 02 PER DOH COMMENTS 11 .21 .16 GS 34 STAFF CHANGING 0 • • 03 PLANNING BRD. COMT'S 10.30.17 JF 35 STAFF LOCKERS 0 04 REV'S PER BLDG. DEPT. 03.23.18 JF 36 GENERAL EQUIP, STOR. •. • • • • • • • 37 CORRIDOR, • • • • • • • • 38 * STAFF LOUNGE • • • • • • • + 39 PATIENT TDILET • • •/* +/* •/* •/* • • * T-4" CT WAINSCOT(SEE INTERIOR ELEVATIONS) 40 MEDICAL GAS + • • • • • �r • 41 VESTIBULE • • • • • • • • 42 STORAGE • • • • • • • • DO NOT SCALE PLANS 43 EXISTING STAIR • • • • GWB-P VARIES 44 OPEN BAS=MENT *" * • • • • ARCHITECT OF RECORD GWB-P 7'-0" * CONCRETE FLOOR 45VACUUM * * • • • • GWB-P T-0" * CONCRETE FLOOR x Terjesen Associates, Architects 46 ATS * * • • + �. GWB-P 7'_0" * CONCRETE FLOORe 248 West 35th Street 11 th Floor New York, NY 10001 47 MECH * * • • • • GWB-P 7'-0" * CONCRETE FLOOR_ 212.239.1526 Fax: 212.736.7899 48 WATER HEATER * * • • • • GWB-P 7'-0" * CONCRETE FLOORE-mail: info@terjesenarchitects.com 49 SPRINKLER * * • • • • B-P 7'-0" * CONCRETE FLOOR GW MECHANICAL ENGINEER STANDARD INTERIOR ELEVATION HEIGHTS' EP ENGINEERING 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 T:212.257.6190 F:212.994.8091 ® O STRUCTURAL ENGINEER L IMPER RD COCl) � `* o to PROJECT iN O zo c%) ihin N � io North Fork SurgiCenter 700 BOISSEAU AVENUE SOUTHOLD, NY FINISH SCHEDULE NOTES FINISH SCHEDULE NOTES 1. THE FINISH OF ALL SPACES SHALL MATCH THE FIRST LINE OF THE SCHEDULE, WHICH IS MARKED TYPICAL(U.O.N.) UNLESS DRAWING TITLE ACST ACOUSTIC CEILING OTHERWISE NOTED. WHEN THE FINISH IS TO MATCH THE TYPICAL, IT WILL BE MARKED THUS ( 0). FINISH SCHEDULE E EXISTING 2. INSTALL GWB FASCIAS AND SOFFITS TO CONCEAL PIPING AND DUCTS WHERE NECESSARY BY MECH., ELEC. SPRINKLER & E-P EXISTING PAINTED PLUMBING DWG's IN ALL FINISHED SPACES, WHETHER OR NOT IT IS SHOWN ON THE DRAWINGS. (I.E. ALL ROOMS WITH ACST NOTES MISCELLANEOUS CT CERAMIC TILE GWB GYPSUM WALL BOARD FINISHED GWB CEILINGS) DETAILS & ROOF PLAN GWB-P GYPSUM WALL BOARD PAINTED 3. A VINYL COVE BASE(VCB) SHALL BE INSTALLED ON ALL GWB PARTITIONS (U.O.N.). VCB SHALL BE 4" LION. HW HARDWOOD FLOOR 4. ALL SURFACES SHALL RECEIVE AN EGG SHELL ENAMEL FINISH (U.O.N.)THE FOLLOWING SPACES SHALL HAVE A SEMI-GLOSS LAM LAMINATE FLOORING ALKYD FINISH: CLEAN WORK ROOMS, LOCKER ROOM, STORAGE ROOMS, EXAM RMS. THE FOLLOWING SPACES SHALL HAVE AN DATE PT PORCELAIN CERAMIC TILE ENAMEL HIGH-GLOSS FINISH: TOILET RMS., SWR AND STERILIZATION. 3.23.2018 PTD PAINTED 5. ALL PTD GWB CEILINGS TO BE CEILING WHITE (U.O.N.) PROJECT NUMBER PLAS-LAM (PL) PLASTIC LAMINATE 6. ALL DOORS AND FRAMES TO HAVE A SEMI-GLOSS FINISH. ST STONE TILE 7. SEE REFLECTED CEILING PLANS (RCP) FOR SOFFITS, DROP-CEILING LOCATIONS AND ADDITIONAL INFORMATION NOT INDICATED 3258 SV SHEET VINYL ON THE FINISH SCHEDULE. DRAWN BY SVT SOLID VINYL TILE 8. SEE INTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION ON FINISHES, SPECIAL TREATMENTS, ETC. RP/GS/JF VCB VINYL COVE BASE 9. INSTALL T-4" HIGH CERAMIC TILE WAINSCOT IN ALL TOILETS (FIELD TILE SHALL BE GROUP 3). PROVIDE BULLNOSE AT ALL VWC VINYL WALL COVERING WAINSCOTS &TILE BASE TO BE 6" HIGH (GROUP 3) U.O.N. �F�D ARCSCALE WD WOOD 10. ALL CEILING HEIGHTS SHALL BE 8'-0"(U.O.N.) �� Tcn� AS NOTED 11. ...EXPOSED COLUMNS SHALL HAVE TYPE 12 GWB FURRING 1TYRICAL), .a, i � DRAWING NUMBER 12. PROVIDE A SADDLE AT DOOR TO ALL TOILET AND SHOWER BOOMS. CG M �r 13. PROVIDE WATERPROOFING FOR FLOOR AND UP TO 4"ON WALLS FOR ALL TOILET AND SHOWER ROOMS. " 14. INTERIOR WALL AND CEILING FINISH MATERIALS COMPLYING WITH SECTION 10.2 OF NFPA 101 SHALL BE"CLASS A" IN EXITS AND -701 . 00 ND � A 7 01 ■ 0 0 IN EXIT ACCESS CORRIDORS. IQF Nay 15. INTERIOR WALL AND CEILING FINISHES SHALL BE"CLASS A" IN AREAS OTHER THAN THOSE SPECIFIED. SEAL SHEET N0: 15 OF 18 Mike .�►��.�� DOOR ELEVATIONS DOOR SCHEDULE FIXED GL DOOR LOCATION OF DOOR DOOR FRAME FIRE H'WARE North Fork 00 0 0 RATING REMARKS FIXED GL. FIXED GL. (TMP�) N0 FROM TO ELEV MAT JAMB OPENING THICK LOUVER ELEV MAT JAMB HEAD SILL (HRS) SPECS. iv N �, // (TYPE) WIDTH HEIGHT U.C. (TYPE) DETAIL DETAIL DETAIL ' Center TYPE'B' '' TYPE'B' / 3/4 HR " 5" TYPE FIRE RA ED " 5" TYPICAL(•)U O,N. A HM 3'-0" T-0" 13/4" 1/2"U.C. A HM J1 H1 S1 Surgi e n e r \ DOOR // F.P.S.C. LOUVER 01 WAITING CONFERENCE • • • • • • • • • • • 2 700 BOISSEAU AVE, SOUTHOLD, NY RNWHERE 02 CONFERENCE OFFICE + • • • • • • • • • • 2 INDICATED 03 WAITING EXAM • • • • • • • • • • • — 6 04 WAITING PRE-OP 0 0r • r • -- 3 v 05 WAITING PUBLIC TOILET • • • • • 3/4" • • • • S7 3 DOOR FRAMES 06 PRE-OP/RECOVERY ENDO • • •� 3 07 ENDO ANTEROOM • • • • • • + • • • • 3 F — — — 08 ANTEROOM . GROSS DECON + • • • • • r • • r • .3 FIXED GL. FIXED GL. FIXED GL. Z 09 GROSS DECON SCOPE PROCESS • • • • • • • • • • • 3 `�� g (TYP'B') i (TYP B) FRAMELESS (TYPE B') / g t m�e Lu / /j SIDELITES // a J 10 - SCOPE PROCESS GENERAL EQUIP STOR • • • • • • r • r • • 3 -� .. Lu a a � /� o o o 0 o DECALS /� 11 PRE-OP/RECOVERY GENERAL EQUIP STOR • • • • • • • • • • • 11 � 12-15 PRE-OP/RECOVERY VARIOUS LOCATIONS E r • • • • • • • r • BI-FOLD DOOR '6 O O N I O g g r.- 16-17 PRE-OP/RECOVERY PATIENT TOILET • • • • • 3/4" • • • • S7 6 J.O. J.O. o_ SEE PLAN J.O. SEE PLAN o_ Lu w 18 _ PRE-OP/RECOVERY EVS • • • • • • r • • • • 5 U 19 PRE-OP/RECOVERY SEMI-RESTRICTED CORR D • • • • • B • • • • 9 A B C p E 20 SEMI-RESTRICTED CORR STERILE STORAGE 0 0 411 • 0 3 21-22 SEMI-RESTRICTED CORR CLASS B OR • • • • • • • • • • • 3 23 SEMI-RESTRICTED CORR SWR • • • • • • r • • • • 5 ISSUE: DOORJAMB DETAILS 24 SEMI-RESTRICTED CORR SUB STERILE • • • • • • • • • • • 5 NUMBER DESCRIPTION DATE BY FIXED GLASS 25 SEMI-RESTRICTED CORR CWR/STERILIZATION • • • • • • • • • r • 5 01 DSG-01 SUBMITTAL 8.29.16 GS CAULK AS REQ'D CAULK AS REQ'D v CAULK AS REQ'D WOOD CASING 2" a' 26 SEMI-RESTRICTED CORR ANECSTHESIA • • • • • • • • • • • 5 02 ISSUE FOR BID 1.30.17 GS SEE PARTITION TYPE SEE PARTITION TYPE SEE PARTITION TYPE CAULK AS REQ'D 03 ISSUE TO PLANNING BRD 11 .02.17 JF FOR THICKNESS FOR THI KNESS FOR THICKNESS 27 SEMI-RESTRICTED CORR GENERAL EQUIP STOR. • • • • • • s • • • • -— 5 28-29 SEMI-RESTRICTED CORR GENERAL EQUIP STOR. D • • • • • B • • . . 10 04 ISSUE FOR DOB APPROVAL03.23.18 JF + wu + + + uj + 30 SEMI-RESTRICTED CORR EVS • • • • • • r • • r • 5 zg zg 31 SEMI-RESTRICTED CORR STAFF LOCKERS • • • • • • • • • • • 3 a Lu w w 32 CORRIDOR STAFF LOCKERS + • • • • r • • • r • — 3 Lu w U) U) U) 11- 33 STAFF LOCKERS STAFF BATHROOM + • • • • 3/4" • • • • S7 6 - _ 34 PRE-OP/RECOVERY CORRIDOR • r • • • • r •ui • r • --- 3 - _JJ --— —JJ LL-----JJ- 5"(U.O.N.) `L-----J� %" 35 CORRIDOR STAFF LOUNGE • • • • • • • • • • • 3 3 ANCHORS PER 3 ANCHORS PER 3 ANCHORS PER 36 STAFF LOUNGE STAFF STORAGE + • • • • • r • • r • 5 REVISIONS: SIDE @JAMB y SIDE @JAMB 3 ANCHORS PER SIDE @JAMB CA ONLY(TYP.) J2 ONLY(TYP.) J5 SIDE @JAMB J6 ONLY(TYP.) J7 37 VESTIBULE STORAGE — 5 NUMBER DESCRIPTION DATE BY O O O ONLY TYP. ° (TYP.) 38 MEDICAL GAS EXTERIOR + r • S7 - 01 CELLAR DWG ADDITION 10.5.16 GS DOOR HEAD DETAILS 39 CORRIDOR EXTERIOR S7 - 3 02 PER DOH COMMENTS 11.21 .16 GS 40 VESTIBULE . EXTERIOR r • • • r • S7 �� 3 03 PLANNING BRD. COMT'S 10.30.17 JF s 58 SEE PLAN 58 �" $ SEE PLAN 5$ TYPE 4 GWB 04 REV'S PER BLDG. DEPT. 03.23.18 JF B1 OPEN BASEMENT VACUUM • • • • • • r • r r • PARTITION PROVIDE - 5... DIAGONAL BRACING B2 OPEN BASEMENT MECH • • • • • • • • • • • 5 SEE PARTITION TYPE AS REQ'D FOR THICKNESS I WOOD BLOCKING B3 OPEN BASEMENT ATS + • • • • • r • • r • 5 CAULK AS REQ'D 1„ HAT CHANNEL 64 OPEN BASEMENT WATER BOOSTER PUMP • • • • • • • • • • • 5 B5 OPEN BASEMENT SP BOOSTER PUMP + • • • • • r • • r • 5 r�= r�= B6 MECH WATER HEATER • • • • • • • • • • • 5 FINISH CEILING 1/2"TEMPERED GLASS SEALANT B7 MECH SPRINKLER + • r • r • r r • r • (SEE RCP) 1/2"TEMPERED 5 DO NOT SCALE PLANS FRAME BEVEL DOOR GLASS DOOR ARCHITECT OF RECORD CH� AS REQUIRED(TYP.) H2 H3 H4 1 1 Terjesen Associates, Architects 248 West 35th Street 11th Flog New York, NY 10001 DOOR SILL DETAILS 212.239.1526 Fax:212.736.7899 WIDTH OF FRAME WIDTH OF FRAME WIDTH OF FRAME WIDTH OF FRAME 1y4' E-mail: info@terjesenarchitects.com SEE FRAME TYPES SEE FRAME TYPES SEE FRAME TYPES SEE FRAME TYPES DOOR MECHANICAL ENGINEER DOOR DOOR DOOR /2"TEMPERED o DOORJAMB I DOORJAMB GLASS EP ENGINEERING BEYOND RUBBER ALIGN BEYOND o o PT FLOOR W 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 FINISH REDUCER MARBLE FINISH Cn FLOOR STRIP SADDLE T: 212.257.6190 F:212.994.8091 -MAX%"@ CORR SAW CUT SMOOTH EXP.CONC. FLOOR SVTNCT STRUCTURAL ENGINEER RUBBER CARPET EXISTING CONC.SLAB CS ) REDUCER STRIP S3 S7 (NOTCH AS REQ'D) S8 EXIST.CONC SLAB O O O O (NOTCH AS REQ'D) �7 DOOR DETAILS PROJECT DOUBLE 20GA METAL STUDS ADD RETURN ON AT ALL DOOR JAMBS RUNNER North Fork S u rg i Ce me r FRAME WHERE GWB INSULATION FINISH IS REQUIRED WHERE INDICATED SPECIFIED DOOR HARDWARE SCHEDULE DOOR SCHEDULE NOTES SOUTHGAGEAS 700 LD, NY VENUE DOUBLE 20 GA. PRESSED METAL SOUTHOLD, NY STUDS DOOR FRAME JAMB ANCHOR CLIP FLOOR HW# FUNCTION LOCKSET STOPS SILENCER BUTTS CLOSER REMARKS 1. THE FIRST LINE OF THE DOOR SCHEDULE SHALL BE TYPICAL FOR ALL DOORS,UPJLESS OTHERWISE NOTED.WHERE THE DOOR IS TO MATCH DRAWING TITLE CONCEALED CLOSER#4500,BALANCE OF HW BY ALUM DOOR MANUF. THE FIRST LINE IT WILL ME MARKED WITH(.). DOOR SCHEDULE DOUBLE 20 GA. RUNNER BETWEEN 01 PASSAGE ENTRANCE • • • PROVIDE CUTS FOR REVIEW 2. CONTRACTOR SHALL CAREFULLY CHECK THE ARCHITECTURAL PLANS STUDS JAMB STUD AND PARTITION SCHEDULE TO VERIFY JAMB AND HEAD DETAILS. CONT BRACING ONLY 02 OFFICE • • • PROVIDE SPECIAL FRAMING AND/OR REINFORCEMENT AS REQUIRED. NOTES AND DETAILS WHERE FINISHED BOTH 3. INSTALL CAULKING AT ALL JOINTS BETWEEN DOOR FRAME AND N GAGE AS SIDES WHERE STUDS 03 SPECIFIED PASSAGE • • • • SURFACE CLOSER PARTITION AT ALL LOCATIONS. _ ARE MORE THE 12'-0" 4. SEE JAMB AND HEAD TYPES J1 &H1 FOR NOTATIONS AND DRYWALL 8"GWB ON LONG 04 PASSAGE • • • — DESCRIPTIONS WHICH ARE TYPICAL FOR JAMBS. CORNER BEAD 2" 2„ METAL STUDS METAL DOOR FRAME 5. ALL FRAMES SHALL BE WELDED TYPE UNLESS OTHERWISE NOTED. DATE 6. INSTALL DOUBLE 20GA STUDS AT ALL DOOR JAMBS. z' 2" FLOOR SLAB 05 STORAGE • • • • SURFACE CLOSER 7. FURNISH&INSTALL THREE(3)SILENCERS @ ALL DOORS. 3.23.ZO18 2" VARIES VARIES TYPICAL (U.O.N) RUNNER 8. GC TO COORDINATE KEYING SYSTEM WITH TENANT. PROJECT NUMBER (DOOR SIDE) O6 PRIVACY • • • • 3258 STANDARD DOOR FRAME TYPICAL DOOR FRAME LOCATION DETAIL 07 PRIVACY • • + DOUBLE SWING HINGES,STANLEY PIVOT HW&ES-1 RELEASE, DRAWN BY TYPICAL GWB DOOR FRAMING PRIVACY GASKETING DOOR HARDWARE NOTES RP/GS/J F 08 PADDLPASSAE PUSH + • . • SURFACE CLOSER A& D DOOR DOOR FRAM 1. ALL LOCKSETS REFER TO'SCHLAGE',LEVER TYPE. ,� Ch/� SCALE 09 PASSAGE PUSH r • (SARGENT)FULL HT HIDGES(HD) 2. ALL LEVER HANDLE HARDWARE SHALL BE TREE WHEELING'WHEN �� / t�� AS NOTED FRAME PADDLE MECHANICAL HOLD OPEN DOOR,SURFACE CLOSER GASKET SECURED IN LOCKED POSITION. /cr r � RUBBER TO SIDE OF JAMB 3. ALL DOORS TO HAVE HD HINGES FBB 179-4-1/2x4) cc _U C� DRAWING NUMBER D00 AUTOMATIC DOOR 10 STORAGE** — • • — **DOUBLE DOOR 4. ALL HARDWARE LOCKSET KEYING SHALL BE KEYED AS PER �k M SWEEP FINIS 0 BOTTOM - DOOR DOOR BOTTOM SEAL BUILDING'S KEYING REQUIREMENTS. DOOR FLOOR GASKET 11 CLASSROOM LOCKSET — • + SURFACE CLOSER VERIFY WITH BUILDING MANAGEMENT AND ENGINEER AS REQUIRED. �Tq 0258# .t©� A-702 , 00 -I\/- 71 �OF Ne LOCK JAMB AT GASKETED HINGED JAMB AT GASKETED DOORS BOTTOM SEAL AT DOORS(HEAD DTL SIM.) GASKETED DOOR DETAILS GASKETED DOORS SEAL SHEET N0: 16 OF 18 PARTITION SCHEDULE PARTITION NOTES ANorth 1. ALL GWB PARTITIONS SHALL BE 5"THICK,TYPE WITH ACST INSULATION(U.O.N.) 2. ALL CHASE PARTITIONS SHALL BE TYPE O9 AS INDICATED. IS REQUIRED 3. AT ALL CERAMIC TILE LOCATIONS, PROVIDE DUROCK CEMENT BOARD BEHIND CER TILE SurgiCenter &MR GWB ABOVE. — STRUCTURE ABOVE STRUCTURE ABOVE STRUCTURE ABOVE f� STRUCTURE ABOVE STRUCTURE ABOVE STRUCTURE ABOVE 4. ALL FIRE RATED PARTITIONS SHALL HAVE U.L.&MEA APPROVAL NUMBERS AND SHALL BE 700 BOISSEAU AVE, SOUTHOLD, NY — METAL TRACK EXTEND 2ND LAYER OF EXTEND GWB TO EXTEND GWB TO CONSTRUCTED IN STRICT ACCORDANCE WITH U.L. REQUIREMENTS. GWB FULL HT AT STRUCTURE AT ALL STRUCTURE AT ALL LOCATIONS W/O CLGS — FIRE RATED OR ACST FIRE RATED OR ACST 5. FIRE RATED PARTITIONS,WHERE SHOWN ON PLANS,SHALL BE CONTINUOUS BEHIND ALL WALL 44— EXTEND GWB FULL HT PARTITIONS PARTITION 518"LAMINATED GWB 11 MOUNTED OR RECESSED EQUIPMENT AND SHALL EXTEND TO THE UNDERSIDE OF STRUCTURE AT LOCATIONS WITHOUT HEIGHT OF 2ND LAYER SET IN ADHESIVE ABOVE. CEILINGS (TYPICAL) OF GWB ATTYPE 3 PARTITION EXTEND 2ND LAYER OF 314"+/- ACTUAL DIM 6. SPACING OF METAL STUDS SHALL BE 24"O.C.,UNLESS OTHERWISE NOTED,WHERE REQUIRED FOR GWB TO 6"ABOVE EXTEND BOTH LAYERS CEILING AT CORRIDOR 1" PLAN DIM WALL HUNG CABINETS,EQUIPMENT OR HANDRAILS.STUDS SHALL BE 20 GAGE&SHALL BE FULL HT AT TYPE 4 LOCATED 12' O.C.AT ALL CERAMIC TILE LOCATIONS THE STUDS SHALL BE 20 GAGE&SHALL BE �— HUNG CEILING PARTITIONS WHERE INDICATED LOCATED 16"O.C. HUNG CEILINGLOUVER 7. ALL GWB FURRING,(EXCLUSIVE OF EXTERIOR WALL FURRING)SHALL BE TYPE 13A(U.O.N.). t WHERE INDICATED CEILING 8. INSTALL DOUBLE 20 GA.METAL STUDS AT ALL NEW DOOR FRAMES. 4AL- METAL STUDS 16"O.C. 9. ALL RATED GWB PARTITIONS ABOVE CEILINGS SHALL HAVE A MINIMUM OF ONE COAT OF TAPE& rN INSULATION AT ALL SPACKLE AT ALL SCREW HOLES AND JOINTS. FULL HT CER TILE AT 518"GWB ON 718" EXTERIOR WALLS AND ALL TOILETS(SEE 1 112" FURRING CHANNELS WHERE INDICATED 17�;7 7114" 6"METAL STUDS CERAMIC TIR7EILOCATIONS)TION24"O.C.MAX 12 FOIL BACK SHEATHING GYPSUM WALL PARTITION DETAILS 7" 16"ON CENTER 16 WALL BRACING L EXISTING WINDOW METAL STUDS 16"O.C. AT 1/4 PTS. SINGLE OR DOUBLE I VERTICALLY OAK CAP LAYER 518"GWB ISSUE: 2112" 3 518" EACH SIDE STUD STUD ACST INSULATION VJ"M0�MOLDING 17 CONTROL JOINT NUMBER DESCRIPTION DATE BY WHERE INDICATED a O 01 DSG-01 SUBMITTAL 8.2 .1 " " ( 9 6 G� 2112 I 3 518 I I Lu Lu 3 3/4" 4 718" ACTUAL DIM STUD STUD ACST INSULATION METAL STUDS 16"O.C. EXISTING SILL METAL TRACK :,: 02 ISSUE FOR BID 1.30.17 G� 1 WHERE INDICATED 4" 5" PLAN DIM 33/4" 47/8" ACTUALDIM LI 03 ISSUE TO PLANNING BRD 11.02.17 JF 2 DOUBLE LAYER 518" SINGLE OR DOUBLE 114"MIN SPACE — 518"GWB ON EACH 4 5" PLAN DIM GWB CORRIDOR SIDE LAYER 518"GWB EA. 1304 ISSUE FOR DOB APPROVAL03.23.18 JF SIDE,PROVIDE M.R. SIDE;MR GWB @ TOILETS METAL STUDS 4118" ACTUAL DIM(1518',2112 OR 3 518) 5 (U.O.N.) AT ALL TOILETS PLAN DIM � . . 4 3/8" 51/2" ACTUAL DIM I SEE PLAN ABOVE CT WAINSCOT MAX 2'-0"O.C. SEALANT CORNER REINFORCEMENT 4112" 5112" PLAN DIM 3 FOR DIM + - 518"GWB — 3 5/8"METAL DUROC + BRACING @ 1/4"PTS 518"GWB ON 7/8" ON EACH SIDE PARTITION PARTITION CORNER STUDS 24"O.C. I 3 518"MTL.STUDS (FULL H CEMENT BOARDEIGHT OF WAINSCOT) VERTICALLY AS PER FURRING CHANNELS SOUND (U.O.N.) (FULL H 4112" 6118" ACTUAL DIM 4 (AT 16"O.C.) ARECOMMENDATION 24"O.C.MAX ATTENUATION BLANKETS 1112" 3 518"METAL 4112" 6" PLAN DIM STUDS 16"O.C. (112"GWB) I I CT WAINSCOT SEE PLAN ° .. — ACST INSULATION (U.O.N.) .5 WHERE INDICATED 18"MASONRY WALL METAL TRIM REVISIONS — METAL TRACK SET IN METAL TRACK SET IN METAL TRACK SET IN R-3. METAL TRACK IM2 i EACH SIDE .•..:•.. , CONT BEAD OF SEALANT CONT BEAD OF SEALANT CONT BEAD OF SEALANT (TYPICAL) NUMBER DESCRIPTION DATE BY — BASE BASE -- BASE ILCTBASE R-13 INSULATION AT ALL TBASECORNER REINFORCEMENT01 CELLAR DWG ADDITION 10.5.16 GFINISHED FLOOR FINISHED FLOOR FINISHED FLOOR R MUDBED EXTERIOR WALLS AND SEALANT L� L_� _ WHERE INDICATED FINISHED FLOOR PARTITION-WALL PARTITION 02 PER DOH COMMENTS 11 .21.16 G%c 7FINTERSECTION TERMINAL 03 PLANNING BRD. COMT'S 10.30.17 JF -- STRUCTURAL SLAB STRUCTURAL SLAB �— STRUCTURAL SLAB STRUCTURAL SLAB STRUCTURALSLAB SEALANT 04 REV'S PER BLDG. DEPT. 03.23.18 JF — MECHANICAL FASTENERS *USE 1/2"FIRE-RATED GWB 4'-0"O.C.(MAX) L.STUD (TYPICAL) GWB-SINGLE LAYER GWB-FULL HEIGHT CHASE PARTITION CERAMIC TILE PARTITION GWB-FURRING GWB-FURRING @ WINDOW LOW PARTITION CALENDARBSA 301-60-SM BSA CALENDAR 301-60-SM BSA CALENDAR 176-70M N N A ACOUSTIC INSIJL WHERE INDICATED(STC 50) 17 LOW PARTITION WI OAK CAP O SINGLE LAYER(STC 50) O WHERE 1HR FIRE RATED UL#466 1� 11 14 INSERT NEW STUD INSERT NEW STUD 1 hr — FIRE RATED WHERE INDICATED 18 LOW PARTITION DO NOT SCALE PLANS DOUBLE LAYER DEMO.WALL DEMO.WALL 3 CORRIDOR SIDE(STC 55) 12 4 DOUBLE LAYER EXISTING EXISTING ARCHITECT OF RECORD PARTITION INTO PARTITION INTO EACH SIDE(STC 55) 13 2 HR FIRE RATED AS INDICATED NEW PARTITION NEW PARTITION Terjesen Associates, Architects (CORNER) 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax:212.736.7899 CERAMIC TILE DETAILS FIRESTOPPING DETAILS CORNER GUARD DETAILS E-mail: infosenarchi`,ects.com MECHANICAALLEENNGINEER �--21/4" EP ENGINEERING CERAMIC TILE 110 WILLIAM STREET 32ND FLOOR NEW YORK NY 10038 - j%........ ............. SEALANT RIGID NON-COMBUSTIBLE MATERIAL COMPACTED 114"RADIUS ' MR GWB ABOVE FACE OF METAL (AT SHOWERS AND TUB LOCATIONS) T:212.257.6190 F:212.994.8091 CT WAINSCOTSTUDS 31/2"O.D.BASE FLANGE SOLID INTO CONFINED SURFACE CONTINUOUS 3" DUROCK CEMENT MET.RETAINER — BOARD ACROVYN STRUCTURAL ENGINEER HIGH IMPACT BULLNOSE C.T. + SLOTTED HOLE IN VINYL ACRYLIC `r FACE PLATE FOR BOLT EXTRUSION c' METAL STUDS 16"O.C. ° c d a a a E / 318' SS BOLT dd A703 - GRAB BAR &NUT Z a a v CONVENTIONAL ADHESIVE STEEL STUD #6x1518"BUGLE E4_ SS CONCEALED o HD DRYWALL SCREW PROJECT (ALIGN w/ ACCENT TILE) MT'G PLATE N CERAMIC TILE RIGID NON-COMBUSTIBLE MATERIAL COMPACTED - ACCENT TILE LOCATION N METAL HAT f 11/2"O.D.SS GRAB BAR SOLID INTO CONFINED SURFACE AT WAINSCOT CHANNEL ELEV. N O r}h Fork S U ^g I C e n+p rMUNTNG HTS.&LOCATIONS) CONC.BACKER 18"o.c. FM-20N 518"GYPSUM BOARD 3 SET SCREWS EQ. PIPE SLEEVE OR DUCT PENETRATION WALLBOARD 700 BOISSEAU AVENUE SPACED ON PERIPHEREY SOUTHOLD, NY CERAMIC TILE OF FLANGE PIPE PENETRATION CONCRETE SLAB FLOOR PENETRATIONS-FIRESTOPPING WALL - DUROCK CEMENT BOARD C GYPSUM BOARD ORGANIC ADHESIVE KE TYPICAL GRAB BAR ANCHORAGE DETAIL DRAWING TITLE A7O3 SCALE:N.T.S. AlO3 1/4"CAP SCALE:N.T.S TOP&BOTTOM 1/16" BOTTOM OF CHAIR RAIL IN PARTITION SCHEDULE IN WAITING AREA NOTES & DETAILS PIPE SLOT LIQUID RUBBER WATERPROOFING MEMBRANE EXIST CONC,SLAB 1)SURFACE MOUNTED CORNER GUARD SPECIFICATIONS i✓ CERAMIC TILE W A)ACROVYN GUARDS SHALL BE MANUFACTURED FROM - _ DRY-SET OR =z Z 078 THICK HIGH IMPACT VINYLIACRYLIC UNITS. DATE BRASS ANGLE NOTES: o ¢ o CERAMIC TILE LATEX PORTLAND CEMENT VCT— w '- " B)CONTINUOUS RETAINERS SHALL BE EXTRUDED VINYL 3.23.2018 _ 2-1 BASE MORTAR BOND COAT SEALANT 1.ALL WORK SHALL BE AS RECOMENDED IN ? UNLESS OTHERWISE NOTE CERAMIC TILE THE TILE COUNCIL OF AMERICA INC. z o = o � o MORTAR BED =M _ PROJECT NUMBER SEALANT 314"+/- MORTAR BED 314" HANDBOOK FOR TILE INSTALLATION. a a v __j a 2)SURFACE MOUNTED CORNER GUARD NOTES INSTALLATION SHALL BE IN m 3258 ::< ACCORDANCE WITH ANSI Al 0841 FOR a A)ALL FULL HEIGHT UNITS TO BE FURNISHED IN LENGTHS CERAMIC TILE ^` QFLOORS AND ANSI A108.4 FOR WALLS. DRAWN BY - - • '<:� TO ACCOMMODATE THE SPECIFIED CEILING HEIGHT WITH FLOOR 0 o 1 ADD ED FOR FIELD VARIAT N 10 S.PARTIAL H I a. E GHT UNIT s R PGSJF 1 / / 1 2. INSTALL SEALANT AT ALL INTERNAL 116 AND EXTERNAL CERAMIC TILE CORNER FLOOR SHALL BE PROVIDED TO ACCOMMODATE THE SPECIFIED ,q , AND INTERSECTIONS W/DISSIMILAR UNIT HEIGHT. E C/y SCALE MATERIALS. SURFACE MOUNTED GUARD g A MINIMUM 24 GA CHANNEL STUDS MUST BE SECURELY `�� / /��' AS NOTED —-- - —--- _ -- - ---- AT PARTIAL HEIGHT ELEVATION ) C7 EXISTING CONCRETE SLAB 3.SEE DOOR SCHEDULE FOR SADDLE ANCHORED TOP AND BOTTOM TO INSURE POSITIVES C' AS TYPE LOCATIONS. ATTACHMENT OF ALUMINUM RETAINERS. DRAWING NUMBER A SECTION @ CERAMIC TILE WAINSCOT GROUT FILL FULL DEPTH OF SLAB spy x268 A-703 . 00 703 SCALE:1-112"=1'••0' B LATEX-PORTLAND CEMENT MORTAR F MARBLE SADDLE DETAIL S-4 A7O3 N� SCALE:N.T.S. A O3 SCALE=N.T.S. 2 OR MORE PENETRATIONS o�' SEAL SHEET NO: 17 OF 1I North SurgiCenter 700 BOISSEAU AVE, SOUTHOLD, NY LOT BOUNDARY o. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.t o., a, 0,, o, 0, 0 1 01 01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 a., o.1 0., 0., 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0, o., 0.2 0.3 0.2 0.t o.1 01 0., o., 0.1 0., 0.z 0.0 0.0 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 J ti �JW y� 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0 9 0 9 0.. 0,4 0.0 0.1 0.1 0�4 00 oM 0.9 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 mOQ' e O e I 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.9 0.7 0 0.0 0.3 0 9 0.7 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 • • o O 0.0 9.0 °.° °.° 0.0 °.° 0.9 °.° 0.9 0.0 °.° 9.0 9.0 010 0.0 0.0 0.0 0.0 9.0 0.9 °.° 9., °., 9.2 00 °b' o ,.e ,.a ,9 ,.9 ,.e ,.9 ,.9 0 ,.� 0.0 °., o o a z 0.t 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 N 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0o o 1.9 .3 u ® O O O O O 0.0 0.2 0(3 '9 O 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 °.° °.° 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.t a.0 0. 7 3 0 ® 0 O9 0.2 o, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 .3 p 2 0.2 0.1 , 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3. p 0. 2., 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0•, o., 0. o WLEL2-WALL MTD. o.s 0.t o.t 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o ,.s ,.s s ,.9 t.e ,.a Q O O O e FIXTURE(4) , 1 3.3 O 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.9 0.. . e o o � ,.a � ,.a ,.a ,.9 ,.B ,.e � o 0 0Z ISSUE: 4 3 3 2 t 0.2 0.1 a 1 a.0 0.0 0.0 • NUMBER DESCRIPTION DATE BY 0.9 9.0 9.0 B.3 ee C.7 C.7 B.3 9.3 9.2 p O O O O p.4 9.2 01 DSG-01 SUBMITTAL 8.29.16 GS ° o Q e t.s is ,.9 is to ,.s Q o 2.8 O ( t.e ,.9 2� 2.9 2. 2. 2.1 3.0 O 3.0 2.t ° EL1-FULL CUTOFF ' a, . u LIGHTING(8) 0.0 9.9 0.0 0.0 0.0 9.9 °., °, 0°.3 ,.s 34 4 U°3 B2 °, °, B, °.° 0.0 9.0 B.92 9O Q O 0 O O o O O p O °b0, 0.e e0, °4 O 4. o 02 ISSUE FOR BID 1 .30.17 GS ' 03 ISSUE TO PLANNING BRD 11.02.17 JF 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.4 9 09 00 e.e OB o7 0.2 0.1 0.0 0.0 0.0 • 0 p s t.s ,.e ,.e Q °O O Q O p O b o b ,.e 2� 2.9 3.3 2. ,.s 2. 3.4 4,I 4.O 3.0 2. 2. 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O °O oe3 0, .0 0 .0 EL3BOLL(AD LIGHTING 12) oDESCRIPTION 0.0 0.0 o.t o.1 0.1 o.t o.l o.l o.z o ob osTYPE . aO O b O 1 .9 o2 0.0 0.0 0 ELI RAB LIGHTING ALEDFC104Y - 3000K o.0 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.4 0.7 • o0 ,.a 9 oe o, o 0 0 s o O 0.1 00 0.0 RAB LIGHTING SLIMFC37Y - 3000K 0.0 0.0 0.0 0, 0t 01 01 0, 0.zE2 . 1.9 Q . . . pg 00 08 ,. ,.s ,.s °1 °, 0.0 0.9 ,.e Q INDUSTRIES COPPER LED BOLLARD PATH LIGHT 3000K 00 °' °' 02 eEL3FOCUS 0 O °.2 oREVISIONS: m °° 07 © © O8 OO . . 01 0.0 O .B 1.8 O .8 NUMBER DESCRIPTION DATE BYLIGHTING NOTES °° °.' e.7 Ba p9 0.0 01 CELLAR DWG ADDITION 10.5.16 GS O (9 9 O ') Q 1.9 1,9 1.9 9 �� 1 1. 1.9 1.9 1 1.8 b - UNITS SHOWN ARE FOOT CANDLES. 02 PER DOH COMMENTS 11.21 .16 GS 0.B 0.9 B.0 °.° 9.9 9.B °., 9., °., 0.4 e.• e7 O O O O O O O O O O O O 1.8 ® � p p � ,.a ,.a � o °., °•, °.° 9.B o O O ,� 1.8 ,8 1.9 1.9 1.9 ,.9 1.9 1. 1.9 1.9 1.9 9 1.9 1.9 1.8 t. , - PHOTOMETRIC ANALYSIS CONFIRMS 0.05fc ARE NOT 03 PLANNING BRD. COMT'S 10.30.17 JF 02 BO O °o °O00 ,EXCEEDED ALONG LOT LINE. ° © E 04 REVS PER BLDG. DEPT. 03.23.18 JF - ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 02 0.3 0 ,e B o ® 00e o 0 o pba © °.° OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF BUSINESS AND / ° e 0.0 0.0 0.0 0.0 0.0 0.l o.t o., o., 0.2 0.2 09 07 e. 0 0 e.e 0.2 0., o.o OR WHEN NOTIN USE. o O p b 0, o 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.2 • Oo 03 02 01 0.0 0.0 O pb ® O O p °b 0 LIGHT FIXTURE SPECIFICATIONS 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 92 p p7 ., 9.3 9.3 B.2 °., 40T 6 p p ,.e s ,.e 1.e 1.e +® Q 0 p o o e ° 6O 0.0 0.0 0.0 01 0, 01 01 0.4 z oz o, o, °, o.o0LE F11JVY o p B, 0.1 0.1 0;2 0 pa „ 03 0.2 DO NOT SCALE PLANS LAN ' B 1.B 1.9 1.9 1.9 1.9 t®. O O o 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0 ® 1 19 ® 18 ® 0.7 00 0.2 0.1 0.1 0., 0.0 0.0 • ARCHITECT OF RECORD 0.0 0.0 0.0 o.t at o., o.l °., o.l 0.2 0.z ., 0.3 o.z o.t °., 0.0 0.0 0.0 t. t.e p 0 e .:moo . . . . o.7 0o4 z o.t o., o.0 0.0 0.00.0 0.0 0.0 0b Terjesen Associates, Architects oEL1 (QUANTITY : 8) �\ 248 West 35th Street 11th Floor New York, NY 10001 0 0.2 212.239.1526 Fax:212.736.7899 o 0 0 °.' B.2 0.2 °' °.' °' E-mail: info@terjesenarchitects.com 0.9 0.0 0.9 0.0 0.0 0.0 0.0 °., p,, 9.i 0.0 0.0 0.0 0.0 MECHANICAL ENGINEER 00 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 EP ENGINEERING 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 110 WILLIAM STREET, 32ND FLOOR NEW YORK, NY 10038 Full Cutoff mounitng.Mounts to square steel poles at 20-30 ft,up to 4 fixtures per o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 pole.Patent Pending thermal management system. 100,000 hour L70 lifespan.5 T:212.257.6190 F:212.994.8091 Year Warranty. 0.0 0.0 0.0 0.0 0.0 0.0 Color:Bronze Weight:26.0 lbs STRUCTURAL ENGINEER 0.0 0.0 0.0 0.0 SLIMFC3i7Y 37,57 and 62 Watt SLIM Wallpacks are designed to cover the Color:Bronze footprint of most traditional Wallpacks. They are suitable for mounting PROJECT heights from 20'to 30',and replace HID wattages from 20OW MH to 320W MH. to These ultra-high efficiency fixtures are available in cutoff 0 0�� I �� or full cutoff models. EL2 (QUANTITY : 2) 700 BOISSEAU AVENUE LED Info Driver Info SOUTHOLD, NY Watts: 37W Type: Constant Currer t Color Temp: 3000K(Warm) 120V: 0.31A Color Accuracy: 82 208V: 0.19A DRAWING TITLE L70 Lifespan: 100000240V: 0.16A LM79 lumens: 2,270 277V: 0.14A LIGHTING PLAN Efficacy: 62 LPW Input Watts: 37W Efficiency: 101% Product Options; Finish.Copper,Copper'Acid Rust, Copper Acid Verde ` DATE Details 3.23.2018 • Miterial: Copper PROJECT NUMBER • Sleek,cylindrical body • Built to withstand the outdoor elements 3258 • N`ounts directly into the ground with 4 ABS stabilizing fins DRAWN BY • White high-impact acrylic lens . Lite expectancy up to 10,000 lours for halogen light RP/GS/JF ED (QUANTITY : 12) • Life expectancy up to 50,000 hours for LED light '(,ell ARCy SCALE • 12'diameter light.distribu'ion • Connects to a 12v landscaping electrical system �� y, / n 1/16" = 1'-0" •Translort'ner is necessary but Acct included 0 � DRAWING NUMBER • ETL Listed Darnp ., M • Warranty: 3 years • Made In 11SA 0 6$ '�OFN� A_800 . 00 Dimensions ........... Fixture Height 36", Diameter 3": Shown in,Copper Acid Rust finish SEAL SHEET NO: 18 OF 18 ..... ..... ME CHA NI CA L SYMBOL LEGEND MECHANICAL ABBREVIATIONS DUCT SYMBOILS .. NORTH FORK DIESMIFTION A/AMP AMPERE EQ EQUAL (R) RELOCATED ............ ........... SINGLE LINE DUCTWORK NEW ACCU AIR COOLED CONDENSING UNIT (ER) EXISTING TO BE RELOCATED R RISE .. ......... ........ ...... ............. ... ............... ............ . ........................................ .. ....... S C LLC AD ACCESS DOOR EWB ENTERING WET BULB RA RETURN AIR SINGLE UNE DUCTWORK EXISTING 700 BOISSEAU AVE, SOUTHOLD, NY ................. ............ .... ............ ............ ............- . ......... AHU AIR HANDLING UNIT *F DEGREES FAHRENHEIT REFIR REFRIGERANT N N It N N N N N EXISTING DUCTWORK DEMOLISH BTU BRITISH THERMAL UNIT FA FREE AREA (SQ. Fr.) RLA RUNNING LOAD AMPS ................ -............................ .......... .......... .................... ............ ............ ................. ...... 13TUH BTU PER HOUR FC FLEXIBLE CONNECTION RIM ROOM EQUIPMENT - NEW ..................-. ............... cc COOLING COIL ID FIRE DAMPER SA SUPPLY AIR --------- ...... ... ............. ................. ............... .............. ...... .......... CCW COUNTER CLOCKWISE FT FEET SP STATIC PRESSURE - — — — — — — — — - DUCTWORK WITH ACOUSTIC LINING CD CEILING DIFFUSER HD HEAD SPEC SPECIFICATION - - - - -- - - --: ............. .......... ...... ....... .... ............. ........... ....... .... CFM CUBIC FEET PER MINUTE HIR HOUR TEMP TEMPERATURE DUCT UNDER POSITIVE PRESSURE CG CEILING GRILLE HT HEIGHT TRG TRANSFER GRILLE (SUPPLY AIR OR FAN DISCHARGE) ...... ............. CLG CEILING IN INCH OR INCHES TV TURNING VANES DUCT UNDER POSITIVE PRESSURE COND CONDENSATE KW KILOWATT TYP TYPICAL (RETURN, EXHAUST OR OUTSIDE AIR) .......... CP CONDENSATE PUMP LAT LEAVING AIR TEMPERATURE V VOLTS z vx CR CEILING REGISTER LBS POUNDS W WIDTH CU Fr CUBIC FEET LDIB LEAVING DRY BULB TEMPERATURE W/ WITH VANED ELBOW (SEE DETAIL) ISSUE: DB DRY BULB MBH THOUSAND BTU PER HOUR W/o WITHOUT DESCRIPTION DATE BY (DE) EXISTING TO BE REMOVED MIN MINIMUM ISSUED TO DOH WB WET BULB 05.03.17 CP ........... - ........ .......... ...... ........... ......... ................ ISSUED FOR CONSTRUCTION 05.05.17 CP DIAM DIAMETER NO. NUMBER WIVIS WIRE MESH SCREEN ISSUED FOR ADDENDUM 1 05.19.17 CP DMPR DAMPER NTS NOT TO SCALE DWG DRAWING OA OUTSIDE AIR REVISED PER DOH COMMENTS 07.11.17 CP RADIUS ELBOW (SEE DETAIL) — (E) EXISTING TO REMAIN OAI OUTSIDE AIR INTAKE ISSUED FOR DOB APPROVAL 03.23.18 CP EA EXHAUST AIR P PUMP EAT ENTERING AIR TEMPERATURE PC PUMPED CONDENSATE ..... .......- ............ ........ ....... ..... ......... ....... ................ ... BRANCH DUCT TAKE OFF EDB ENTERING DRY BULB TEMPERATURE PD PRESSURE DROP ELEC ELECTRIC PSIG PSI GAUGE FC DUCT FLEXIBLE CONNECTION FC '� .......... ............ AS PER THF_4011�' NTERNATIONAL CONSTRUCTION CODE, ALL FIRE DAMPERS AND FIRE SMOKE VERTICAL DUCT DROP DAMPERS SHALL HAVE BREAK AWAY CONNECTIONS THAT ARE INSTALLED ACCORDING TO THE (IN DIRECTION OF AIRFLOW) MANUFACTURER'S LISTING. L r- XjVERTICAL DUCT RISE (IN DIRECTION OF AIRFLOW) ............. ....... ................- ................. ........... ......... ... . ......... ................ ........... ITTT SLOTTED LINEAR DIFFUSER WITH PLENUM COMB INA TION FIRE DO NOT SCALE PLANS ENERGY COMPLIANCE .......... ....... .......................... ... .......... ............ ......................... ........................ ......... ............ SMOKE DAMPER X46'HITff6T 6" VID VOLUME DAMPERSTATEMENT INS TA L L A TION MA TRIX Terjesen Associates, Architects ................... ............ . ...... .......... ...... ........... .......... ............. .................. . .......... MECHANICAL ELECTRI IASIS THE PROPOSED MECHANICAL DESIGN REPRESENTED IN THIS 248 West 35th Street 11th Floor New York, NY 10001 FD&AD CONTRACTOR CONTRACTOR YLIEM FIRE DAMPER AND ACCESS DOOR DOCUMENT IS CONSISTENT WITH THE BUILDING PLANS, 212.239.1526 Fax: 212.736.7899 .......... ............. z............................................ ............ .......... ..............- FURNISH & X SPECIFICATIONS AND OTHER CALCULATIONS SUBMITTED WITH THIS INSTALL PERMIT APPLICATION. THE PROPOSED MECHANICAL SYSTEMS HAVE E-mail: info@terjesenarchitects.com AUTOMATIC DAMPER (ELECTRIC) DAMPER BEEN DESIGNED TO MEET 2015 INTERNATIONAL ENERGY CONSERVATION CODE WITH 2017 UNIFORM SUPPLEMENT AND TO MECHANICAL ENGINEER ....... ...... ............ ........ .................. ............. ................ ......... FURNISH & COMPLY WITH THE MANDATORY REQUIREMENTS SET FORTH. COMBINATION SMOKE AND FIRE DAMPER INSTALL 0* FSD&AD AND ACCESS DOOR DUCT/SMOKE X 6 16 EP 0 .................................................. .................. ........... ........... .............. DETECTOR 110 William Street 32nd Floor NewYork, NY 10038 R RISE IN DUCTWORK (IN DIRECTION OF AIR FLOW) INSTALL LINE 212,257.6190 Fax: 212.994,8091 VOLTAGE .............. ............ - : .................. ............ ........ . ................... ............ www.EPENGINEERING.com WIRING AND X DROP IN DUCTWORK (IN DIRECTION OF AIR FLOW) CONDUITS STRUCTURAL ENGINEER ............................. ........... .................. ................... ................. ......... ...... Engineering Firm INSTALL FIRE CENTER LINE Address ALARM X .. . .......... ................ .............. ............. .- ........... . ....... .............................. ............ ........... CABLING Phone Fax: OR CFM CUBIC FEET PER MINUTE E-mail: ........................................ ............................................ .......... ......... ............- .......... . ............. ........... ............ PROGRAMMING PROJECT FIRE ALARM DIAMETER X DEVICES ........... .. ..... ............... .........................- ....... . ........ SOUTHOLD ASC Lp SQUARE FEET TESTING OF 700 BOISSEAU AVENUE ......... ...... ............................ ........ .................... FIRE SMOKE DAMPER X X X SOUTHOLD, NY 1.0 F.A. LOUVER IN DOOR MIN. 1.0 SF FREE AREA ASSEMBLY .......... ....... .... -........... . . . .......... ................... ..... .. .......... . DRA WING LIST NOTES: DRAWING TITLE we UNDERCUT DOOR 1. THIS CHART IS PROVIDED AS A GUIDELINE. IT IS THE MECHANICAL RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ...............I......... COORDINATE AMONG THE SUB CONTRACTORS TO M -100 . 00 MECHANICAL SYMBOLS , NOTES & ABBREVIATIONS SYMBOLS, NOTES POINT OF CONNECTION ENSURE COMPLETE UNDERSTANDING OF THE SYSTEMS, INCLUDING HOW AND BY WHOM THEY SHALL BE M -300 . 00 MECHANICAL CONSTRUCTION PLAN - CELLAR ............................. .................. ........ INSTALLED. & ABBREVIATIONS POINT OF DISCONNECTION M -301. 00 MECHANICAL CONSTRUCTION PLAN - GROUND FLOOR .. .......... ............... ............ . .......... . . ......... ....... M -400 . 00 MECHANICAL PIPING PLAN - CELLAR CD-A DATE TYPE A CEILING DIFFUSER 400 400 CFM SUPPLY AIR M -401 . 00 MECHANICAL PIPING PLAN - GROUND FLOOR 3/22/18 12*0 12" DIAMETER NECK PROJECT NUMBER M - 600 . 00 MECHANICAL SCHEDULES (1 OF 2 ) CR-A 2017.025 (CG-A) TYPE A CEILING REGISTER (CEILING GRILLE) M - 601 . 00 MECHANICAL SCHEDULES (2 OF 2 ) DRAWN BY .......... ........ ... ....... ......... ................ .............................. M -70 0 . 0 0 ........... ..... MECHANICAL DETAILS (1 OF 2 ) DRVVN SQUARE DIFFUSER WITH BLANKING PLATE M -701. 00 MECHANICAL DETAILS (2 OF 2) ti SCALE ............ .......... ............. NS (1 OF 3 ) AS NOTED M - 800 . 00 MECHANICAL SPECIFICATIO' 0 THERMOSTAT CC tj C7 DRAWING NUMBER r M -801. 00 MECHANICAL SPECIFICATIONS (2 OF 3 ) ........... ................. ............. ................................... . ........... M M - 802 . 00 MECHANICAL SPECIFICATIONS ( 3 OF 3 ) SMOKE DETECTOR X268 40 MMI 00000 OF N HUMIDITY SENSOR SEAL SHEET NO I OF 12 Aw': M§r.% .fin 2 "Avg 'qm W, W" �.-�-T R: I.."M 11M X�W% `KW* AM: is ', NORTH FORK '. . ............... SC7 LLC 700 BOISSEAU AVE, SOUTHOLD, NY .............. 10x8 OAI UP p7 ME a ru .......... he' -------------------- --------777 7:77 1 11600 100011400 % ............. 2 L-A aQ--A (300) (300) (300) % ......................... ISSUE: DESCRIPTION DATE BY - - 3;(!�KE ISSUED TO DOH 05.03.17 7p fll ISSUED FOR CONSTRUCTION 05.05.17 7-P ... ................ U ISSUED FOR ADDENDUM 1 05.19.17 CP ........... REVISED PER DOH COMMENTS 07,11.17 CID :q ISSUED FOR DOB APPROVAL 03.23.18 CP .............. T3- FLUE UP A S G-A SG-A (206) (206) (206) ----------------- ----------------- ---------- 1 8x8 ------ - ------------------ & . . .. .... 'r W, �A DO NOT SCALE PLANS _1 ......7: ARCHITECT OF RECORD Terjesen Associates, Architects 248 West 35th Street 11 th Floor Now York, NY 10001 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER =11170 v Ersimus ICHA NICA L CONS TR UC TION PL AN - CIL L A R 110 William Street 32nd Floor New York, NY 10038 SCALE: 3/16*=l'-O* 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com . ..................... .............................................. . ....... ............................................................................................................................ STRUCTURAL ENGINEER PLAN NOTES KEY NOTES BALANCING REPORT NOTES Engineering Firm 1. GENERAL NOTES, SYMBOL LIST AND DETAILS ARE APPLICABLE TO ALL HVAC/MECHANICAL FIRE AND SMOKE DAMPERS (PBDs). G) PROVIDE STAINLESS STEEL DRIP PAN WITH LEAK DETECTOR AND CONDENSATE AIR BALANCE REPORTS SHALL INCLUDE THE FOLLOWING: Address DRAWINGS. PUMP. REFER TO M-400 DRAWING FOR PIPED CONDENSATE RUNS AND Phone Fax: 15. COORDINATE ALL ROOF PENETRATIONS WITH STRUCTURAL ENGINEER. TERMINATIONS. 1. TRAVERSE AIR READINGS (CFM AND SP) AT EACH AIR HANDLING UNIT AND FAN FOR THE FOLLOWING E-mail: 2. DRAWINGS ARE DIAGRAMMAT11C. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. RELOCATE EXISTING WORK THAT INTERFERES WITH WORK OF THIS CONTRACT. HANG NEW WALL MOUNTED DUCTLESS UNIT PER MANUFACTURERS AIRFLOWS: 16. CONDENSATE PUMPS SHALL BE PLENUM RATED AND HARD WIRED. RECOMMENDATIONS. SIZE AND ROUTE RS/RL PIPING PER MANUFACTURERS RETURN AIR PROJECT ' 3. COORDINATE THIS WORK WITH THAT OF OTHER TRADES. SPECIFICATION. PROVIDE PIPING SHOP DRAWING AND RISER TO UNIT SUPPLY AIR 17. AIR SYSTEMS REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCA11ONS OF MANUFACTURER PRIOR TO INSTALLATION. ROUTE PIPING AS SHOWN IN AIR DEVICES. SOUTHOLD AS COORDINATION WITH ARCHITECTURAL PLANS. EXHAUST AIR 4. NEITHER ACCURACY 14OR COMPLETION OF SERVICES AND UTILITY LOCATIONS SHOWN ON OUTSIDE AIR DRAWINGS IS GUARANTEED. DETERMINE EXACT LOCATIONS OF EXISTING SERVICES AND UTILITIES 18. INTERNAL AIRFLOW DIMENSIONS ARE SHOWN FOR DUCTS. INCREASE DUCT SIZE AS NECESSARY CONNECT 3*0 FLUE UP TO ROOF IN EXISTING. CHIMNEY. CONTRACTOR SHALL 700 BOISSEAU AVENUE IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS TO MAINTAIN FREE FLOW AREA INDICATED. OPEN CHIMNEY TO INSTALL NEW FLUES AND REPAIR TO ORIGINAL CONDITION. 2. MOTOR AMPERAGE AND RPM READINGS AND SOUTHOLD, NY OF UNMARKED UTILITY LINES AS NECESSARY TO PERFORM WORK OF THIS SECTION. RATINGS FOR ALL EQUIPMENT BEING BALANCED. MATERIAL SHALL BE CPVC. INSTALL PER MANUFACTURER'S INSTALLATION 19. USE FLAT TRANSVERSE SEAM FOR DUCTWORK WHERE SPACE AVAILABLE DICTATES. MANUAL 3. AIR QUANTITIES FOR ALL AIR OUTLETS SHOWN ON 5. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS. PLANS. DRAWING TITLE 20. DIFFUSER SIZES SHOWN ARE NECK SIZES. REGISTERS AND GRILLE SIZES ARE NOMINAL. PROVIDE 3.3 KW ELECTRIC UNIT HEATER (BASIS: MARKEL MODEL UH). 4. PROVIDE DESIGN AND ACTUAL VALUES FOR ALL k READINGS. 6. PROVIDE ACCESS PA14ELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE. COORDINATE PROVIDE 208V SINGLE PHASE POWER - COORDINATE WITH ELECTRICAL. MECHANICAL EXACT LOCATIONS WITH ARCHITECT. PROVIDE WALL MOUNTED THERMOSTAT. 5. SEAL OF THE LICENSED TESTING AND BALANCING 21. PROVIDE VOLUME DAMPERS OR OTHER APPROVED BALANCING DEVICES AT DUCT BRANCHES AND INDIVIDUAL 7. PROVIDE HANGERS, INSERTS, ANCHORS, SUPPLEMENTAL STEEL & SUPPORTS AS REQUIRED TO RUN OUTS. AND UPSTREAM OF ALL DUCTED REGISTERS WHETHER SHOWN OR NOT. ALL R QCONNECT 300 COMBUSTION AIR INTAKE OUT LIGHT WELL TO GOOSENECK CONSTRUCTION PLAN DAMPERS SHALL BE CABLE OPERATED DAMPERS FOR BALANCING FROM THE FACE OF THE A] SUPPORT DUCTWORK,, PIPING AND EQUIPMENT FROM STRUCTURE. MACKEr MTERBCELLAR OUTLEr. FOR ALL EXTERIOR LENGTHS OF FLUE. INSTALL PER MANUFACTURER'S 8. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERING WITH EXISTING OPERATIONS IN THE INSTALLATION MANUAL. 22. PROVIDE 360 CLEARANCE IN FRONT OF ALL ELECTRIC CONTROL PANELS PER N.E.C. AND MFG. FACILITY. DATE REQUIREMENTS. 7/10/17 9. COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING 23. ALL EQUIPMENT AND ACCESSORIES (AC UNITS, FANS, DUCT HEATERS, HUMIDIFIERS, DAMPERS, REQUIREMENTS. MECHANICAL CONTRACTOR TO NOTIFY OWNER PRIOR TO STARTING WORK TO PROJECT NUMBER ETC.) SHALL BE ACCESSIBLE FROM THE CATWALK ABOVE THE CEILING IN THE ATTIC. VERIFY COMPLIANCE WITH BOND AND WARRANTY OF EXISTING ROOF. 2017.025 DRAWN BY 10. 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EHn. � 11" 1111 1111. ........ 1111 ... ... ........ _ ,,. p�± .. 11::11.. ._,. :: �, ,. ... .a.. a,�:� �,-" � ......... ... .,. ......... ...a:�. �[LG.�L.1 .. 1111.. ... . . 1111 1111. 1111 .. ... 1111... i. f HUM , \2 (40Q)a EDH CUH 12x6 1-2 . 14x12 UP EBH 1-2 . 1-2 _ _ x:.EG A - (115} GXF 1 2 7 1 2 .... .... . � _ M (1 OO) . /�--1 .. i:::�:X I <:<.n. . , �kl . � ' CUH . ,. 111:1 ,W. . . t2xs uP T 1-1 .. .. . . . .. .... Z". DO NOT SCALE PLANS . Q GXF 1 1 U % > ,,,..._,.,..... .............. .....�. , - - ] :.7 ,ri ..:: , R ARCHITECT OF RECORD Terjesen Associates, Architects West e wY 4? 248 Wet 35th Street 11th Floor New York, NY 10001 .. ' : E;..�.. . . •,. ` 212.239.1526 Fax: 212.736.7899 . nn . E-mail: info@terjesenarchitects.com I .: „c: MECHANICAL ENGINEER P. ep : .� ' �i EP F.91 US I. ECHA N/CAL CONS TR UC TION PL A N - GR D UND FL DOR 110 William Street 32nd Floor New York, NY 10038 i. 212.257.6190 Fax: 212.994.8091 1 SCALE: 3/16"=1'-a" www.EPENGINEERING.ccm F. V. .............. ..... . .....1111........................ .... -. ... . .. ......�.. ......11 _1.._11.....1 _,_..,. PLAN NO TES KEY NO TES BALANCING REPORT N O T ES = STRUCTURAL ENGINEER : Engineering Firm 1. GENERAL NOTES, SYMBOL UST AND DETAILS ARE APPLICABLE TO ALL HVAC/MECHANICAL FIRE AND SMOKE DAMPERS (PBDs). O PROVIDE STAINLESS STEEL DRIP PAN WITH LEAK DETECTOR AND CONDENSATE OF THE OUTLET. PROVIDE RAIN CAP FOR EACH FLUE AND STAGGER AIR BALANCE REPORTS SHALL INCLUDE THE FOLLOWING: Address DRAWINGS. PUMP. REFER TO M-401 DRAWING FOR PIPED CONDENSATE RUNS AND TERMINATION ELEVATIONS. MATERIAL SHALL BE CPVC - PROVIDE UV JACKET 1. TRAVERSE AIR READINGS C Phone Fax: n 15. COORDINATE ALL ROOF PENETRATIONS WITH STRUCTURAL ENGINEER. TERMINATIONS. FOR ALL EXTERIOR LENGTHS OF FLUE. INSTALL PER MANUFACTURER'S ( FM AND SP) AT EACH E-mail: . ;E 2. DRAWINGS ARE DIAGRAMMATIC. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. � INSTALLATION MANUAL AIR HANDLING UNIT ANF FAN FOR THE FOLLOWING I.1:1 �:J INSTALL NEW STEAM HUMIDIFlER ON WALL ABOVE CEILING WITH STEEL WALL AIRFLOWS: RELOCATE EXISTING WORK THAT INTERFERES WITH WORK OF THIS CONTRACT. �.,: :. .,t. -<. ::::;,,,;: .. ., „ ._ :: :: " ....... .......nom.: :.., ; <. 16. CONDENSATE PUMPS SHALL BE PLENUM RATED AND HARD WIRED. ° ni BRACKETS AND CONNECT STEAM ABSORPTION MANIFOLD IN SUPPLY O SUPPLY AND RETURN DUCTWORK SHALL RISE UP ALONG THE BUILDING AND RETURN AIR PROJECT i 9 ` DUCTWORK (REFER TO M-441 DRAWING). CONNECT ATMOSPHERIC STEAM ENTER THROUGH THE SLANTED ROOF ABOVE THE CEILING LEVEL FASTEN SUPPLY AIR 3. COORDINATE THIS WORK WITH THAT OF OTHER TRADES. 17. AIR SYSTEMS REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF INLET AND GRAVITY CONCENSATE OUTLET TO STEAM DISTRIBUTOR. MAINTAIN DUCTWORK TO BUILDING AND COORDINATE WITH STRUCTURAL ENGINEER. AIR DEVICES. 36" CLEARANCE ON THE FRONT FACE. INSTALL PER MANUFACTURER'S EXHAUST AIR S O U T H O L D ASC11 4. NEITHER ACCURACY NOR COMPLETION OF SERVICES AND UTILITY LOCATIONS SHOWN ON " LITERATURE. PROVIDE A NEW 1 COLD WATER DOMESTIC CONNECTION TO 10 PROVIDE NEW CONCRETE CURB AND STRUCTURAL STEEL DUNNAGE (BY OUTSIDE AIR � 700 BOISSEAU AVENUE DRAWINGS IS GUARANTEED. DETERMINE EXACT LOCATIONS OF EXISTING SERVICES AND UTILITIES 18. INTERNAL AIRFLOW DIMENSIONS ARE SHOWN FOR DUCTS. INCREASE DUCT SIZE AS NECESSARY NEARBY WATER SOURCE AND PROTECT WITH NEW DOUBLE CHECK VALVE OTHERS - COORDINATE WITH STRUCTURAL ENGINEER) IN THIS AREA FOR ALL IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS TO MAINTAIN FREE FLOW AREA INDICATED. (REFER TO PLUMBING PLANS FOR MORE INFORMATION). EXACT LOCATION TO NEW AC UNITS. PROVIDE STEEL CROSS-MEMBERS AS REQUIRED TO MOUNT 2. MOTOR AMPERAGE AND RPM READINGS AND SOUTHOLD, NY OF UNMARKED UTILITY LINES AS NECESSARY TO PERFORM WORK OF THIS SECTION. BE VERIFIED IN FIELD. NEW EQUIPMENT. RATINGS FOR ALL EQUIPMENT BEING BALANCED. <; 19, USE FLAT TRANSVERSE SEAM FOR DUCTWORK WHERE SPACE AVAILABLE DICTATES. 3. AIR QUANTITIES FOR ALL AIR OUTLETS SHOWN ON 5. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS. 3 DUCTWORK SHALL BE ALUMINUM 3'-0' UPSTREAM AND DOWNSTREAM OF 11 12x12 OAI DUCT UP TO ROOF. TERMINATE WITH GOOSENECK. INTAKE SHALL PLANS. .:"" - "�°~ °:�= °� - ` 'M_' .._'__'__`""r " 20. DIFFUSER SIZES SHOWN ARE NECK SIZES. REGISTERS AND GRILLE SIZES ARE NOMINAL. O HUMIDIFIER MANIFOLD. BE MINIMUM 10' FROM ALL EXHAUST OPENINGS AND LOT LINES. PROVIDE 4. PROVIDE DESIGN AND ACTUAL VALUES FOR ALL `' DRAWING TITLE s. PROVIDE ACCESS PANELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE. COORDINATE FSD AT THE ROOF PENETRATION AND MOTORIZED DAMPER TO BE ACCESSIBLE READINGS. # MECHANICAL : Iq EXACT LOCATIONS WITH ARCHITECT, fJ4 MAINTAIN MINIMUM 4'-0" BETWEEN DUCT HEATER AND HUMIDIFIER, FROM THE AHU-11&2TT0 OPEN WHENAEITHER UNR SER INTERLOCKED CAND C WITH WHEN 5. SEAL OF NDMDUAL E LICENSED TESTING AND BALANCINGIn CONSTRUCTION PLAN 21. PROVIDE VOLUME DAMPERS OR OTHER APPROVED BALANCING DEVICES AT DUCT BRANCHES AND RUN OUTS, AND UPSTREAM OF ALL DUCTED REGISTERS WHETHER SHOWN OR NOT. ALL 7. PROVIDE HANGERS, INSERTS, ANCHORS, SUPPLEMENTAL STEEL do SUPPORTS AS REQUIRED TO DAMPERS SHALL BE CABLE OPERATED DAMPERS FOR BALANCING FROM THE FACE OF THE AIR 5 DUCT TO RUN DOWN TO GRILLE APPROX. 8" AFF IN SCOPE PROCESSING BOTH UNITS ARE OFF. SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM STRUCTURE. OUTS. ROOM / OR ROOM / MED GAS ROOM. COORDINATE FURRING OF WALL TO 12 - GROUND FLOOR i. ACCOMMODATE DUCTWORK WITH ARCHITECT. Q PROVIDE MERV 14 FILTER BANK WITH DOUBLE WALL INSULATION IN SUPPLY 8. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERING WITH EXISTING OPERATIONS IN THE DUCTWORK (BASIS: SUPERFLO SS2-10H2OW-11NS). FILTER BANK SHALL � v: ': nnnn.°:.:,_...,`r..,�;:r,>.;c1__ In-. °:;:.,�^: .-.�r �,: t FACILITY. 22. PROVIDE 36 CLEARANCE IN FRONT OF ALL ELECTRIC CONTROL PANELS PER N.E.C. AND MFG. T COMBINATION FIRE AND SMOKE DAMPER (FSD) SHALL BE INSTALLED AT THE CONSIST OF (2) 24x24 FILTERS. TRANSITION DUCTWORK AS REQUIRED. DATE REQUIREMENTS. PROVIDE DIFFERENTIAL PRESSURE SENSOR ACROSS FILTER AND TIE INTO ROOF PENETRATION AND ACTUATOR SHALL BE ACCESSIBLE FROM THE ATTIC 7110117 9, COORDINATE ROOF" PENETRATIONS WITH WORK OF OTHER SECTIONS AND WITH FLASHING CATWALK. PROVIDE DUCT SMOKE DETECTOR WITHIN 5'-O" OF THE FSD WITH HVAC CONTROL PANEL IN CELLAR WITH DIRTY FILTER STATUS ALARM. :. REQUIREMENTS. MECHANICAL CONTRACTOR TO NOTIFY OWNER PRIOR TO STARTING WORK TO 23. ALL EQUIPMENT AND ACCESSORIES (AC UNITS, FANS, DUCT HEATERS, HUMIDIFIERS, DAMPERS, NO AIR OUTLETS OR INLETS BETWEEN THE DETECTOR AND THE DAMPER. PROJECT NUMBER VERIFY COMPLIANCE WITH BOND AND WARRANTY OF EXISTING ROOF. ETC. SHALL BE ACCESSIBLE FROM THE CATWALK ABOVE THE CEILING IN THE ATTIC. DUCT SMOKE DETECTOR ACTUATION SHALL SHUT DOWN ASSOCIATED AIR 13 PROVIDE MERV 14 FILTER BANK WITH DOUBLE WALL INSULATION IN SUPPLY HANDLER SUPPLY AND RETURN FAN. COORDINATE WITH ELECTRICAL DUCTWORK (BASIS: SUPERFLO SS2-10H2OW-11NS). FILTER BANK SHALL 2017.025 CONTRACTOR AND FIRE ALARM VENDOR. CONSIST OF (2) 24x24 AND (2) 12x24 FILTERS. TRANSITION DUCTWORK AS I'. DRAWN BY 10. RUN DUCTS AND PIPING CONCEALED, UNLESS OTHERWISE SPECIFIED AND CLEAR OF CEILING REQUIRED. PROVIDE DIFFERENTIAL PRESSURE SENSOR ACROSS FILTER AND INSERTS. 07 PROVIDE FUSIBLE LINK FIRE DAMPER AT ROOF PENETRATION WITH DUCT TIE INTO HVAC CONTROL PANEL IN CELLAR WITH DIRTY FILTER STATUS ALARM. DRWN ACCESS DOOR BELOW ROOF. PROVIDE MOTORIZED DAMPER IN VERTICAL • " " FzED ARC SCALE 11. INSTALL THERMOSTATS AND HUMIDISTATS 4-6 ABOVE FINISHED FLOOR OR AS DIRECTED DUCTWORK INTERLOCKED WRH ASSOCIATED FAN TO MODULATE OPEN/CLOSE 14 FRESH AIR INTAKE SHALL BE MINIMUM IO'-O" FROM EXHAUST TERMINATIONS .� tii OTHERWISE BY ARCHITECT. WHEN THE FAN ENERGIZES/DE-ENERGIZES. FAN SHALL BE INSTALLED INLINE AND LOT LINES. �.� 1. �� ' AS NOTED WITH THE VERTICAL DUCT WITHIN THE ATTIC PLENUM. EXTEND DUCT V-0" " " � U A� DRAWING NUMBER 12. PROVIDE BALL-IN-THE-WALL TYPE ROOM PRESSURE SENSOR IN ALL PRESSURIZED SPACES ABOVE ROOF AND TERMINATE WITH RAIN CAP. FAN AND DAMPERS SHALL BE - ,' M (SIMILAR TO ADI-69-V-N/P). ACCESSIBLE FROM CATWALK IN ATTIC SPACE. * . r a: 13. STRUCTURAL WELDING SHALL BE CONTINUOUS 1/4" FILLET UNLESS REQUIRED OTHERWISE. O CONNECT 3'0 FLUE UP TO ROOF IN EXISTING CHIMNEY. CONTRACTOR SHALL s�-yya�6 yd4 01 s oo OPEN CHIMNEY TO INSTALL NEW FLUES AND REPAIR TO ORIGINAL CONDITION. OF N 14. 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RS/RLn3 CP 3/4"- COND 4 DO NOT SCALE PLANS 7W ARCHITECT OF RECORD Terjesen Associates, Architects 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER ep EP OfflnME.03 4: 6 PZ A IV C7. 11.Z A R 110 William Street 32nd Floor New York, NY 10038 SCALE: 3/16"=1'-0* 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com . ..........I.............. .................................................................................................................................................................................................................................... STRUCTURAL ENGINEER PLAN NOTES KEY NOTES BALANCING REPORT NOTES Engineering Firm 1. GENERAL NOTES, SYMBOL LIST AND DETAILS ARE APPLICABLE TO ALL HVAC/MECHANICAL 1O Address SPILL PIPED CONDENSATE INTO FLOOR DRAIN COORDINATE WITH PLUMBING. AIR BALANCE REPORTS SHALL INCLUDE THE FOLLOWING DRAWINGS. ;, O CONDENSATE PUMP LOCATED IN DRIP PAN BENEATH EQUIPMENT. REFER TO 1. TRAVERSE AIR READINGS (CFM AND SP) AT EACH Phone Fax: AIR HANDUNG UNIT ANF FAN FOR THE FOLLOWING E-mail: 2. DRAWINGS ARE DIAGRAMMATIC. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. M-300 DRAWING. AIRFLOWS: RELOCATE EXISTING WORK THAT INTERFERES WITH WORK OF THIS CONTRACT. RETURN AIR .1.: PROJECT O COORDINATE REFRIGERANT SUCTION/LIQUID PIPING LENGTHS, SIZES, AND QUANTITIES WITH MANUFACTURER AND PROVIDE PIPING SHOP DRAWING SUPPLY AIR 3. COORDINATE THIS WORK WITH THAT OF OTHER TRADES. INDICATING ALL RELEVANT INFORMATION EXHAUST AIR SOUTHOLD ASC 4. NEITHER ACCURACY NOR COMPLETION OF SERVICES AND UTILITY LOCATIONS SHOWN ON PIPE CONDENSATE FROM INTERNAL LIFT PUMP. OUTSIDE AIR DRAWINGS IS GUARANTEED. DETERMINE EXACT LOCATIONS OF EXISTING SERVICES AND UTILITIES 700 BOISSEAU AVENUE IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS 2. MOTOR AMPERAGE AND RPA READINGS AND SOUTHOLD, NY OF UNMARKED UTILITY LINES AS NECESSARY TO PERFORM WORK OF THIS SECTION. RATINGS FOR ALL EQUIPMENT BEING BALANCED. 3. AIR QUANTITIES FOR ALL AIR OUTLETS SHOWN ON PLANS. 5. PRODUCT INSTALLA11014 SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS. g DRAWING TITLE 4. PROVIDE DESIGN AND ACTUAL VALUES FOR ALL 6. PROVIDE ACCESS PANELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE. COORDINATE READINGS. MECHANICAL EXACT LOCATIONS WITH ARCHITECT. 5. SEAL OF THE LICENSED TESTING AND BALANCING INDIVIDUAL PIPING PLAN 7. PROVIDE HANGERS, INSERTS. ANCHORS, SUPPLEMENTAL STEEL & SUPPORTS AS REQUIRED TO SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM STRUCTURE. CELLAR 8. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERING WITH EXISTING OPERATIONS IN THE FACILITY. DATE 7110/17 9. RUN DUCTS AND PIP114G CONCEALED, UNLESS OTHERWISE spEcinED AND CLEAR OF CEILING INSERTS. PROJECT NUMBER 2017.025 10. 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Terjesen Associates, Architects � . . � I � . - .... -� .. I . ,. 1.- -I.........-...................I....�...�........................".................�......................................I I...................�....�........�........... I......- ; ! rl�-e ' ...... t� ? I . . ...... : �';� �'' 248 West 35th Street 11th Floor New York, NY 1 0001 : I : I � :"_�::' . �H:: iv �:_! . � , : "� I � '� .� ._ - '�P�* I I I I 212.239.1526 Fax: 212.736.7899 r" i. .: z";... .� �. :. V � � . 1. . . P E-mail: info@terjesenarchitects.com a[: :.. . . .ii . :. . . .. : : -11 .- MECHANICAL ENGINEER .. . �* i .. - I ep , �:. EP E131MIG I .: . * :�. :. I.H 110 William Street FloorNewYork, NY 10038 : �. : ECHA NICA L PIPIN6 PL A IV - 6R 0 UND FL 0 OR K. : .� : - 212.257.6190212.994.8091 � I I �.. : SCALE: 3/16*=l'-O" . : www.EPENGINEERI NG.corn : Er : .: .. . I ......................... :i :-: 71i STRUCTURAL ENGINEER : :I PLAN NOTES KEY NOTES BA LA NCING REPORT NOTES I � : . . � . i� I Engineering Firm1. GENERAL NOTES, SYMBOL LIST AND DETAILS ARE APPLICABLE TO ALL HVAC/MECHANICAL ` Address'0 SPILL PIPED CONDENSATE INTO JANITOR'S CLOSET SINK. AIR BALANCE REPORTS SHALL INCLUDE THE FOLLOWING � - DRAWINGS. . k I 1. TRAVERSE AIR READINGS (CFM AND SP) AT EACH Phone Fax: .�. . E: I G) CONDENSATE PUMP LOCATED IN DRIP PAN BENEATH HUMIDIFIER. REFER TO � I.: ... .: AIR HANDLING UNIT ANF FAN FOR THE '�� E-mail: : � : ..� 2. DRAWINGS ARE DIAGRAMMATIC. DETERMINE LOCATIONS OF SYSTEMS AND COMPONENTS IN FIELD. M-300 DRAWING. . AIRFLOWS: �'-."�._�_' '::�.'�!�:: �.,' --�� .�_ �. ' ',��' ".1"W'. "I'm":....:.Ij�"M' RELOCATE EXISTING WORK THAT INTERFERES WITH WORK OF THIS CONTRACT. ."". '111��.. 11.. . :�.1*18MI,...��. �.: �. STEAM PIPING TO EXTEND FROM HUMIDIFIER TO STEAM ABSORPTION MANIFOLD RETURN AIR � PROJECT .. �..: , P. K.: 0 WITHIN DUCTWORK. INSTALL PER MANUFACTURER REQUIREMENTS, ..� 3. COORDINATE THIS WORK WITH THAT OF OTHER TRADES. SUPPLY .AIR � :.. , ::- I COORDINATE REFRIGERANT SUCTION/LIQUID PIPING LENGTHS, SIZES, AND EXHAUST AIR � SOUTHOLD AS .�.* n: .: :. 4. NEITHER ACCURACY NOR COMPLETION OF SERVICES AND UTILITY LOCATIONS SHOWN ON 0 :.. 1� QUANTITIES WITH MANUFACTURER AND PROVIDE PIPING SHOP DRAWING OUTSIDE AIR 0 :.. * . .. DRAWINGS IS GUARANTEED. DETERMINE EXACT LOCATIONS OF EXISTING SERVICES AND UTILITIES INDICATING ALL RELEVANT INFORMATION �: 700 BOISSEAU AVENUE � IJ�. IN FIELD, WHETHER OR NOT SHOWN ON DRAWINGS. EXERCISE CAUTION AND IDENTIFY LOCATIONS 2. MOTOR AMPERAGE AND RPM READINGS AND i SOUTHOLD, NY �.' . LI AS NECESSARY TO PERFORM WORK OF THIS SECTION. RATINGS FOR ALL EQUIPMENT BEING BALANCED. K: � :. :.. 3. AIR QUANTITIES FOR ALL AIR OUTLETS SHOWN ON i: �: :K �� .i :% i. 5. PRODUCT INSTALLATION SHALL ADHERE TO MANUFACTURERS RECOMMENDATIONS. PLANS. - -.�:..Ii:.I..:.11-�ll,",:-:,::��.,-:-,:::- :%-. ..1\%1'1.%. ::: �:n_ - 11- '; : : . 4. PROVIDE DESIGN AND ACTUAL VALUES FOR ALL DRAWING TITLE - - :�: :. :. ::. :. � 6. PROVIDE ACCESS PANELS FOR EQUIPMENT THAT REQUIRES PERIODIC SERVICE. COORDINATE READINGS. �* . EXACT LOCATIONS WITH ARCHITECT. 5. SEAL OF THE LICENSED TESTING AND BALANCING . MECHANICAL :F I :.: � ��- .. .. INDIVIDUAL :1 ::. 1� . I . ' PIPING PLAN :�. 7. PROVIDE HANGERS, INSERTS, ANCHORS, SUPPLEMENTAL STEEL & SUPPORTS AS REQUIRED TO �' � .. 31: �: K '..: .. I SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM STRUCTURE. .. - GROUND FLOOR ::i . �..: � � � �.; : - .. :-.:. :_' -:,::;....�::..::.:....'.., _"_'_':'.�:'1 ::::::f�..:t::�1....�:�� _ -�.�'.�, .- : I .. 1. 1, 8. SCHEDULE WORK OF THIS SECTION TO AVOID INTERFERING WITH EXISTING OPERATIONS IN THE I :. FACILITY. � DATE ... � �..� 7/10/17 ' 9. RUN DUCTS AND PIPING CONCEALED, UNLESS OTHERWISE SPECIFIED AND CLEAR OF CEILING . I :. � INSERTS. �0 PROJECT NUMBER �: i .: :. : f ::. - I 2017.025 ' � i. I : 10. CONDENSATE PUMPS SHALL BE PLENUM RATED AND HARD WIRED. : � F: � DRAWN BY . :i �. :i . ' I .. '.�. :. __.-._� � 11. PITCH PIPING 1 n IN 20' IN DIRECTION OF FLOW. $ DRWN ..� . : .. : :I D A SCALE : I : 12. PROVIDE TRAPS IN CONDENSATE LINES THAT EXTEND OVER 2*. . C I AS NOTED I :. �0 I � � :. I'll I 0- . .� ... j 0 "I I i I �.. *:: :.� C' I � : ::: 11 !�� -A �� W . �' 0� f DRAWING NUMBER t ' $ . �.. � .. . ' M * � :�. " : 11. : ( � .. .. '--i ............. I 1 17 � E��. 1 7 )�\ (D? - I ' AHU - P I : ED(tii) CID � �... - CID M� 6 0. I � 9 . I'll OF ■M =401` 1 n 0 0 '�. . �11 . * I. ** V il. i � SEAL SHEET N0. 5 OF .. : % ... . � I . : -." " '.'..'.K%. '.'.�� %.I �0";' :,,�.: Ayl�", . �%_-... :_ - :. i�'.:�_':. ,* 1 "*;17�1 %"*�'**'**�'*. %%..� .,m_ '.W� :.�'� :1%.�: '..':�. ,,%...�L.;;;. . ::��: ,�."�.';:*** '.�**% "'t�.: 1:�%_ .'1.',:::.: ...:... *:' :* !*:.. ..T:��: :�:��:::...,::. :: :c� i::. '.� . . . . : .. .. .... . " -. .. .-1 I . ; .1 ...... . . :r'." :::...� ,�...:. . , - . :....':� .&.%. ..�Ifi:� � :�::% :;... �:. _�' - . �.�::%.:' ... % - �::..,. 11� ::11�.: . :.' r... .�...X. ': ,.'�'::��.': Zrjla�. va. ��"'= R'..".... :- .111W.. :��:� ':MKI�9.`� _�U .M.P.� .'�*�** "'.1R..:.:.".1'� *'�ju. -Alr W'�: **U'.":"� ..»;:7;%:..`,`'..,I I *�' 11 . * n��. . nr� '�' W M Mw��* 'M" %�'M' , '. .AA ..,�' ...��....�....::=�. M".." .. . �..: . .1:...... 'i:%:.: ". .::�:' '�',!:!�::::::::....�:...:::.... I-:...... :�i:...��.;� '�%%'�%*. ......� \- -..".`::�:� ..., �'�_ .::.:�:::;;� ;:; - ,% - .1 , .' : ,:****.�. . .1 I I ........i :�:::::..�::..�::. :�� . .. ."�.,. .. . .....::. ,�� . :"�..'.: ;. � ,�'. �� F_M, . . ,= � _V'?�� ...�'. I ... ..... .%�'% I I _%%".% . 11�� I '��'�: ..',.ft. '��'_; .**'*�*1:1, I � :.:. i:�. . .. .:1%'1:.:.;1*� ... 'I.:. . 1� ... - I ��:"....... ]� ., ...�.W:�'.*.�!' � -11%1v.1* •-.9-:* �** � . :��'��.�.?_ '�::�. . t�.��.%'.*�nff.. W�*�'*'�. . " '.- � ,4.. ,... ...:.: ....... ::.. <_. :'. .. .. .. ,', #$.. ....... mom: ...........vE3 >ed... ,. .... :.. ........ ,. ....... =.f<:'.".^.x::.w.,... ., tai:::.. .......x,.., xir.::.n. ', ♦ ana3 �v\ ,, w0^ka' _ ' ROOFTOP DX AC UNIT - BASED ON AA ON ' NORTH FORKI .. ..................... ...... . ... . ........, SUPPLY FAN DATA EXHAUST FAN DATA UNIT CAPACITY (COOUNG) UNIT CAPACITY (HEATING) HOT GAS REHEAT NR COOLED CONDENSER DATA EFFICIENCY S C LLC UNIT NO. LOCATION AREA SERVED WEIGHT ' MBH MBH y H Z MODEL NUMBER =' /P /H /FI�►/ A/MOP �, 700 BOISSEAU AVE, SOUTHOLD, NY : OA CFM ESP STARTER TSP ESP EVAP EAT EVAP LAT EVAP EVAP PRESSURE EVAP LAT MBH CONE COMPRESSOR NOMINAL RPM MHP BHP FLA CFM MHP BHP FLA TURNDOWN EAT EER IEER :: : CFM TOTAL (IN. WG) TYPE (IN. WG) (IN. WG) 'F DB/WB 'F DB/WB EAT 'F LAT 'F (IN. WG) 'F DB/WB TOT OF DB QUANTITY (Ek) TONS SENS TOT INPUT OUTPUT CIRCUIT 1 (NON-EM) CIRCUIT 2 (GENERATOR) AC-1-1 - SEE PLANS 850 4330 2.0 1631 5.0 3.1 16.7 VFD 1.25 1.0 3060 3.0 1.85 10.6 79/65 55/54 107 130 58 94 156 195 10:1 6-10.5 70/59 70 95 2 16.9 10 208/3/60/35.3/-/50 208/3/60/28.6/-/45 2038 12.7 15.4 RN-011-8-0--EB09-3F9 AC-1-2 - SEE PLANS 800 4595 3.0 1763 5.0 3.9 16.7 VFD 1.29 1.0 3670 3.0 2.42 10.6 78/64 55/54 123 153 63 94 156 195 10:1 6-10.5 70/59 87 95 2 22.4 12.5 208/3/60/49.8/-/60 208/3/60/28.6/-/45 2153 12.1 14.4 RN-013-8-0-EB09-3F9 \ NOTES: 1. PROVIDE 100% MODULATING DUAL ENTHALPY AIRSIDE ECONOMIZER WITH POWER EXHAUST. ALL ECONOMIZER CONTROLS SHALL BE FACTORY INSTALLED. Y' 2. PROVIDE REFRIGERANT 410A. 3. PROVIDE ALL AC UNITS WITH MIN MERV 7 PRE-FILTERS ON SUPPLY AND EXHAUST AIR DUCTS. ; 4. CONTRACTOR TO PROVIDE ALL AC UNITS WITH 4" MERV 15 FINAL FILTERS ON SUPPLY AIR DUCT DOWNSTREAM OF COOLING COIL 5. PROVIDE 5 YEAR WARRANTY ON COMPRESSORS, 10 YEAR WARRANTY ON ALUMINIZED HEAT EXCHANGER AND 1 YEAR WARRANTY ON ALL OTHER PARTS AND LABOR. 6. PROVIDE DUCT SMOKE DETECTOR IN SUPPLY AND RETURN AIR DUCTS. 7. PROVIDE STAINLESS STEEL DRIP PAN. 8. PROVIDE WITH MANUFACTURERS CONTROLS PACKAGE. COORDINATE WITH SEQUENCE OF OPERATIONS. 9. PROVIDE WITH MODULATING GAS FURNACE. : 10. PROVIDE WITH DOUBLE WALL INSULATED CONSTRUCTION. z 11. AC UNIT SHALL HAVE SAME SIDE HORIZONTAL SUPPLY/RETURN INTAKE/DISCHARGE. 12. AC UNIT SHALL BE MOUNTED ON NEW STEEL DUNNAGE (BY STRUCTURAL ENGINEER). 13. PROVIDE AC UNITS WITH SEPARATE POINT OF POWER CONNECTION FOR (1) SUPPLY/EXHAUST/RETURN FAN(S), HEATING AND CONTROLS (CONNECTED TO GENERATOR): (2) COMPRESSOR(S) AND CONDENSER(S) (REGULAR POWER). ' ISSUE. g SPLIT AIR - CONDITIONING UNIT SCHEDULE - BASED ON LG DESCRIPTION DATE BY 6 i ISSUED TO DOH 05.03.17 CP SUPPLY FAN INDOOR UNIT EVAPORATOR COIL CONDENSING UNIT SOUND DATAISSUED FOR CONSTRUCTION 05.05.17 CP MODEL' EFFICIENCY ISSUED FOR ADDENDUM 1 05.19.17 CP APPROX. HEATING (D EVAPORATOR EVAPORATOR SOUND DIMENSIONS UNIT NO. AREA SERVED CFM RANGE ELECTRICAL DATA EAT �'AC� DIMENSIONS ELECTRICAL DATA OA ACTUAL (MBH) MODEL LxWxH COOU�EG HEATING APPROX. DATA (DBA) L.xWxH CFM CFM ESP QTY MOUNTING TYPE COOLING UNIT NO. �� CAPACITY WEIGHT REVISED PER DOH COMMENTS 07.11.17 CP LAW/MED/HI V/PH/HZ RLA MFS LBS DB ('F) WB ('F) (MBH) LOW MED HI V/PH/HZ MCA RLA MFS (MBH1) (MBH) (LBS) CONDENSING UNIT EER SEER HSPF ISSUED FOR DOB APPROVAL 03.23.18 CP li AHU_C_1 'VACCUUM ROOM - 399/509/622 622 - 1 208/1/60 0.4 - WALL MOUNT 31 75 63 15.2 22.0 35 40 45 LSNIBOHSV4 42x9x12 ACCU-C-1 208/3/60 19 15.4 25 18.2 22.0 121 LS180HSV4 12.6 20.5 9.7 53 320305 AHU-C-2 IT ROOM - 399/509/622 622 - 1 208/1/60 0.4 - WALL MOUNT 31 75 63 18.2 22.0 35 40 45 LSN180HSV4 42x9xI2 ACCU-C-2 208/1/60 19 15.4 25 18.2 22.0 121 LS180HSV4 12.6 20.5 9.7 53 320305 AHU-1-1 CONF/OFFICE 100 445/519/618 618 0.31 1 208/1/60 1.06 15 CEILING DUCTED 58 80 67 24.2 27.3 40 41 42 ARNU243BHA4 3508211 AHU-1-2 RECEPTION/WAITING 150 770/894/1003 1003 0.39 1 208/1/60 2.65 15 CEILING DUCTED 84 80 67 36.2 40.6 42 43 44 ARNU363BGA4 500812 ACCU-1-1 ° 208/3/60 30.9 26.3 40 120 135 507 ARUM 121 BTE5 59 490047 AHU-C-3 CELLAR 175 622/770/893 893 0.31 1 208/1/60 2.65 15 CEILING DUCTED 84 80 67 28.0 31.5 40 41 42 ARNU283BGA4 500812 AHU-C-4 CELLAR - 445/519/618 618 0.31 1 208/1/60 1.06 15 CEILING DUCTED 58 80 67 24.2 27.3 40 41 42 ARNU2438HA4 35x18x11 �LQTES:. 1. INDOOR UNITS SHALL HAVE WALL MOUNTED THERMOSTATS, DISCONNECT SWITCHES, LEAK DETECTORS, DRIP PANS, CONDENSATE PUMPS, AND HANGERS. 2. PROVIDE 7-YEAR WARRANTY ON COMPRESSOR AND 1-YEAR WARRANTY ON PARTS. ' 3. PROVIDE HEADERS AND OTHER REFRIGERANT PIPING ACCESSORIES AS REQUIRED BY THE MANUFACTURER. F 4. CONTRACTOR TO PROVIDE STAINLESS STEEL DRAIN PAN BENEATH ALL CEILING HUNG AIR HANDLERS WITH CONDENSATE PUMP AND LEAK DETECTOR (RAM MODULE WITH AUDIOVISUAL ALARM). 5. PROVIDE LOW AMBIENT BAFFLE KIT FOR ALL CONDENSERS. 6. PROVIDE HEAT RECOVERY BOX MODEL PRHR032A FOR AACU-1-1. 7. WALL MOUNTED UNITS SHALL HAVE INTERNAL LEAK DETECTOR. PROVIDE INTERNAL CONDENSATE PUMP (SAUERMANN MODEL SI-20). DO NOT SCALE PLANS ELECTRIC DUCT HEA TER SCHEDULE - BASED ON NEPTRONIC STEAM HUMIDIFIER SCHEDULE - BASED ON NEPTRONIC Y Terjesen Associates, Architects ABSORPTION DISPERSION CAPACITY ELECTRICAL DUCT SIZE UNIT NO. FUNCTION SERVICE TYPE MOUNTING CFM DISTANCE METHOD LB/HR OVERALL DIMENSIONS L. DATA KW AMPS MODEL 248 West 35th Street 11th Floor New York, NY 10001 UNIT NO. CFM FPM KW STYLE ELEMENT CONTROLS MOUNTING MODEL 212.239.1526 Fax: 212.736.7899 V/PH/HZ AMPS WIDTH HEIGHT HUM-1-1 HUMIDIFIER OR 27 STEAM WALL 1010 10" SAME2 (1) H 6.7 23.5 x 18.5 x 11.5 57 208/3/60 4 11.5 SK304M E-mail: info@terjesenarchitects.com EDH-1-1 880 528 10 208/3/60 27.8 DUCT HEATER OPEN COIL SCR INSERT 24 10 DF CIOOH HUM-1-2 HUMIDIFIER OR 28 STEAM WALL 1010 10" SAME2 (1) H 6.7 23.5 x 18.5 x 11.5 57 20$/3/60 4 11.5 SK304M MECHANICAL ENGINEER° lap EDH_1_2 880 528 10 208/3/60 27.8 DUCT HEATER OPEN COIL SCR INSERT 24 10 DF CI00HHUM-1-3 HUMIDIFIER ENDO STEAM WALL 580 13" SAM E2 (1) H 4.4 23.5 x 18.5 x 11.5 57 208/3/60 4 11.5 SK304M 110 William Street 32nd Floor New York, NY 10038 EDH-1-3 580 435 6 208/3/60 16.7 DUCT HEATER OPEN COIL SCR INSERT 14 10 DF CIOOH HUM-1--4 HUMIDIFIER PRE/POST STEAM WALL 2975 18" SAME2 (1) H 22.6 28.5 x 21.0 x 12.5 115 208/3/60 10 28 SK31 OM 212.257.6190 Fax: 212,994.8091 www.EPENGINEERING.com .............. ...... _.........w............._..................... ._ NOTES: NOTESl 1. PROVIDE WITH SCR CONTROL, AIRFLOW MONITORING SENSOR, FACTORY CONTROLLER, AND 7-DAY PROGRAMMABLE WALL MOUNTED THERMOSTAT. 1. FOLLOW ALL MANUFACTURERS INSTALLATION INSTRUCTIONS. STRUCTURAL ENGINEER 2. EDH'S TO BE PROVIDED WITH DISCONNECT. 2. PROVIDE UNIT WITH 2 YEAR WARRANTY Engineering Firm 3. PROVIDE SHORT ABSORPTION MANIFOLD. 4. PROVIDE MODULATING CONTROLS WITH HIGH LIMIT SHUT OFF. v Address 5. PROVIDE AIRFLOW PROVING SWITCH Phone Fax: E-mail: PROJECT FAN SCHEDULE - BASED ON GREENHECK PIPING INSULATION SCHEDULE SOUTHOLD ASC 700 BOISSEAU AVENUE PERFORMANCE DATA ELECTRICAL DATA SOUND DATA UNIT NO. LOCATION SERVICE MODEL NUMBER INSULATION CONDUCTNTIY NOMINAL PIPE OR TUBE SIZE (INCHES) SOUTHOLD, NY CFM TOTAL SP (IN WG) TYPE FRPM DRIVE HP BHP VOLTS PHASE HZ FLA ENCLOSURE dBA SONES FLUID OPERATING TEMPERATURE RANGE :M:-. AND USAGE (`F) DRAWING TITLE IXE_1-1 ROOF TX 640 0.75 INLINE 1692 DIRECT 1/4 0.25 115 1 60 - ODP 61 13.1 SQ-99-VG CONDUCTMIITY MEIN RATTING � < 1 1 TO < 11 11 TO < 4 4 TO < 8 g MECHANICAL BTU-IN/(H-FT=-F) TEMPERATURE F TXF-1-2 ROOF TX 360 0.5 INLINE 1578 DIRECT 1/10 007 115 1 60 - ODP 52 7.6 SQ-90-VG SCHEDULES �i > 350 0.32 - 0.34 250 4.5 5.0 5.0 5.0 5.0 (1 OF 2) GAS GXF-1-1 ATTIC M D( 215 0.5 INLINE 1502 DIRECT 1/10 0.05 115 1 60 - EXP 51 7.1 SQ-85-VG , 251 - 350 0.29 - 0.32 200 3.0 4.0 4.5 4.5 4.5 DATE GXF-1-2 ATTIC GEN EXH 720 0.75 INLINE 1764 DIRECT 3/ 4 0.29 115 1 60 - ODP 62 14.2 SO-99-VG 7110117 201 - 250 0.27 - 0.30 150 2.5 2.5 2.5 3.0 3.0 NO PROJECT NUMBER 1. PROVIDE PRE-WIRED DISCONNECT SWITCH FOR ALL FANS. 141 - 200 0.25 - 0.29 125 1.5 1.5 2.O 2.0 2.0 2017.025 2. PROVIDE ROOF CURB WITH DAMPER TRAY AND VIBRATION ISOLATORS FOR ALL FANS. 3. PROVIDE WITH VARI-GREEN MOTOR MOUNTED ON HOUSING FOR ALL FANS. DRAWN BY 4. PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL FANS AND DUCTWORK. ' 105 - 140 0.21 - 0.28 100 1.0 1.0 1.5 1.5 1.5 DRWN 5. TOILET EXHAUST FANS SHALL OPERATE CONTINUOUSLY 24/7/365. 6. FANS GXF-1-1.4; SHALL BE ON EMERGENCY POWER AND SHALL RUN AT ALL TIMES TO MAINTAIN NEGATIVE PRESSURE RELATIONSHIP IN ASSOCIATED ROOMS. � ��O AR SCALE 7. ALL FANS SHALL BE UL/cUL-705 LISTED "POWER VENTILATORS' 40 - 60 0.21 - 0.27 75 0.5 0.5 1.0 1.0 1.0 AS NOTED OVERh 8. ALL FANS SHALL INCLUDE THERMAL LOAD 9. PROVIDE NE]AA 1 DISCONNECT FOR FANS TXF-1-1.2 do GXF_1_2. DRAWING NUMBER 10. PROVIDE SPARK B RESISTANT CONSTRUCTION, NEMA 7 do 9 DISCONNECT, HI PRO POLYESTER COATING FOR GFX-1-1. < 40 0.20 - 0.26 50 0.5 1.0 1.0 1.0 1.5 m 11. PROVIDE CLASS 1 LEAKAGE DAMPER WITH END SWITCH FOR GXF-1-1.2.. �� x266 dM =600100•a OF N Y SEAL SHEET N0: 6 OF .r r:.w;;:;. '::$ .. ::..:::., ......,... ... ..., ........ ... .e. 's.m:' ...... ...d.K. ..W.. .. ... ..... .. ....... .......... ....>.x.... ... 4 s .: ,. .. ...ao; ......... ' NORTH FORK ' ii. ELECTRIC BASEBOARD HEATER SCHEDULE - BASED ON STELPRO CABINET UNIT HEATER SCHEDULE - BASED ON STELPRO HEATING ELECTRICAL DATA HEATING ELECTRICAL DATA S C LLC DIMENSIONS WEIGHT DIMENSIONS WEIGHT UNIT IVO. LOCATION CAPACITY �'AC� tt-= MODEL UNIT NO. LOCATION MODEL , SOUTHOLD, NY (MBH) KW V`/PH/HZ (MBH) KW V`/PH/HZ Ao... EBH-1-1 VESTIBULE 7.7 2.25 208/1/60 66 x 3.5 x 6.5 12.7 ASBB2258 CUH-1-1 MED GAS 10.2 3.0 208/1/60 24 x 10 x 26 12.7 ACBH0381CT EBH-1_-2 VESTIBULE 7.7 2.25 208/1/60 66 x 3.5 x 6.5 12.7 ASBB2258 CUH-1-2 CORRIDOR 10.2 3.0 208/1/60 24 x 10 x 26 12.7 ACBH0381CT �l 1. ROVIDE REMOTE WALL THERMOSTAT, PEDESTAL KIT, BLANK OFF SECTIONS. 1 : TE : .PPRO 1. PVIDE REMOTE WALL THERMOSTAT, PEDESTAL KIT, BLANK OFF SECTIONS. < 2. PROVIDE WITH DISCONNECT. 2. PROVIDE WITH DISCONNECT. 3. HEATER SHALL HAVE A MAXIMUM 126F SURFACE TEMPERATURE. 3. HEATER SHALL HAVE A MAXIMUM 125'F SURFACE TEMPERATURE. 4. PROVIDE FRONT SUPPLY AND RETURN. DIFFUSER SCHEDULE - BASED ON ANEMOSTA T DUCTWORK INSULA TION SCHEDULE NECK SIZE OVERALL NOISE SERVICE LOCATION THICKNESS MATERIAL FINISH MIN. R-VALUE DESIGN�►TION FUNCTION SERVICE TYPE MOUNTING INCHES DIMENSIONS CRITERIA MODEL REMARKS z SD-,_ SUPPLY CLG DIFFUSER LAY IN AS SHOWN 24" X 24" < 25 NC PG PARAGON PLAQUE, 24" x 24" SUPPLY/RETURN CONCEALED 1-1/2' D-1 VAPORSEAL R-6 UNCONDITIONED SBJA RETURN CLG DIFFUSER LAY IN - 24" X 24" < 25 NC PG PARAGON PLAQUE, 24" x 24" SUPPLY/RETURN SPACE 2" D-1 VAPORSEAL R-6 ISSUE: SUPPLY CLG LINEAR SURFACE AS SHOWN SEE PLAN < 25 NC FFBF-150 (1) 1.5" SLOT _ INTAKE ALL 2" D 3 VAPORSEAL R-6 DESCRIPTION . DATE BY LQJ@ SUPPLY CLG LINEAR SURFACE AS SHOWN 48" x 12" < 25 NC MV-HEP-T NOTE 5ISSUED TO DOH 05.03.17 CP SUPPLY/RETURN UNCONDITIONED, 2" D-2 VAPORSEAL R-8 EXPOSED SPACE ISSUED FOR CONSTRUCTION 05.05.17 CP LD-C SUPPLY CLG LINEAR SURFACE AS SHOWN 72" x 12" < 25 NC MV-HEP-T NOTE 5 EXHAUST MER EXPOSED 2" D-3 VAPORSEAL R-6 ISSUED FOR ADDENDUM 1 05.19.17 CP RETURN CLG LINEAR SURFACE - SEE PLAN < 25 NC FFBF-150 (1) 1.5" SLOT77 1 G: NOTES: ESz_-,9 REVISED PER DOH COMMENTS 07.11.17 CP EXHAUST CLG GRILLE SURFACE - SEE PLAN < 25 NC X3HD 45' DEFLECTION 1. ALL DUCTWORK UPSTREAM AND DOWNSTREAM OF AC-1-1&2 SHALL HAVE INTERNAL LINING. ISSUED FOR DOB APPROVAL 03.23.18 CP NOTES: 1. ARCHITECT TO APPROVE STYLE, COLOR AND FINISH PRIOR TO PURCHASING. 2. PROVIDE MATTE BLACK PAINTED LIGHT SHIELD FOR RETURN OUTLETS. 3. MECHANICAL CONTRACTOR SHALL DIRECT LINEAR DIFFUSER DEFLECTION BLADES FOR COMFORT. i 4. ARCHITECT TO COORDINATE LINEAR DIFFUSER BORDER TYPE PRIOR TO PURCHASE. 1 5. PROVIDE STAINLESS STEEL FACTORY FABRICATED PLENUM FOR UNIT WITH 10X4 SIDE INLET. r C O MB I NA TION FIRE SMOKE ASHRAE 170 Table 7.1 Design Parameters Schedule i DAMPER - I NS T A L L A I OA ACH OA ACH Total ACH Total ACH Design ; TON # Room Name Room Function SF Height Volume Pressure Air Exhausted RH % Req Provided Req Provided Temperature MA T R I X 5 Exam Exam 87 8 696 NR 2 4.8 6 27.2 NR Max 60 70-75 MECHANICAL ELECTRICAL FIRE ALARM 6 Patient Patient 60 8 480 Negative 0 4.4 10 25.0 Yes NR 72-78 CONTRACTOR CONTRACTOR VENDOR FURNISH & 7 Pre/Post-Op Recovery 740 8 5920 NR 2 3.5 6 20.3 NR 20-60 70-75 INSTALL X 8 Sterile Storage Storage 101 8 808 Positive 2 2.2 4 11.9 NR Max 60 72-78 DAMPER 9 Class B OR Operation 280 9 2520 Positive 4 4.4 20 21.0 NR 20-60 68-75 FURNISH & INSTALLX 10 Class B OR Operation 280 9 2520 Positive 4 4.4 20 21.0 NR 20-61 68-75 DUCT/SMOKE DETECTOR 11 SWR SWR 54 8 432 Negative 2 5.1 10 27.8 Yes NR NR INSTALL UNE 12 Sub Sterile Sub Sterile 38 8 304 NR 2 6.4 6 34.5 NR NR NR VOLTAGE 13 CWR CWR 44 8 352 Positive 2 5.5 4 29.8 NR NR NR WIRING AND X DO NOT SCALE PLANS CONDUITS 14 Anesthesia Anesthesia 38 8 304 Negative 0 5.5 8 29.6 NR NR NR 16 Staff Changing Changing 37 8 296 Negative 0 3.8 10 20.3 Yes NR 72-78 ARCHITECT OF RECORD INSTAALLLRMIRE X 17 Staff Lockers Lockers 77 8 616 Negative 0 3.2 10 17.0 Yes NR 72-78 Terjesen Associates, Architects CABLING 19 Staff Lounge Lounge 133 8 1064 NR 4 4.1 4 19.7 NR NR NR 248 West 35th Street 11th Floor New York, NY 10001 20 Medical Gas Storage 56 8 448 Negative 0 4.3 8 23.4 Yes NR NR 22 Endo Endo 226 8 1808 NR 2 3.4 6 19.2 NR 20-60 68-73 212.239.1526 Fax: 212.736.7899 PROGRAMMING X 23 Anteroom Anteroom 27 8 216 E 0 3.6 10 20.8 NR NR NR E-mail: info@terjesenarchitects.com FIRE ALARM 24 Gross Deacon Gross Deacon 34 8 272 Negative 2 5.8 6 33.1 Yes NR 72-78 DEVICES '.,;:::':::.,,. ..:::'R.^.S. .fir., ..,..amu.. ..:.a,. 28 Public Toilet Restroom 35 8 280 Negative 0 0.0 10 16.1 Yes NR 72-78 MECHANICAL ENGINEER 29 Scope Process Scope Process 78 8 624 Negative 2 3.8 10 21.6 Yes NR NR ' p TESTING OF EP S�Wr 13 FIRE SMOKE 33 Soiled Storage 31 8 248 Negative 0 0.0 10 12.1 Yes NR NR 110 William Street 32nd Floor New York, NY 10038 DAMPER X X X 35 Clean Storage 12 8 96 Positive 0 5.8 2 31.3 NR NR 72-78 ASSEM13LY 37 Patient Toilet Restroom 37 8 296 Negative 0 0.0 10 15.2 Yes NR 72-78 212.257.6190 Fax: 212.994.8091 38 Staff Toilet Restroom 57 8 456 Negative 0 0.0 10 10.5 Yes NR 72-78 www.EPENGINEERING.com NOTES: .... . x; 1. THIS CHART IS PROVIDED AS A GUIDELINE. IT IS THE 39 Patient Toilet Restroom 35 8 280 Negative 0 0.0 10 16.1 Yes NR 72-78 STRUCTURAL ENGINEER RESPONSIBILITY OF THE GENERAL CONTRACTOR TO 40 EVS EVS 17 8 136 Negative 0 0.0 10 22.1 Yes NR NR En ineerin Firm COORDINATE AMONG THE SUB CONTRACTORS TO ENSURE 41 EVS EVS 17 8 136 Negative 0 0.0 10 22.1 Yes NR NR g g COMPLETE UNDERSTANDING OF THE SYSTEMS, INCLUDING Address HOW AND BY WHOM THEY SHALL BE INSTALLED. Phone Fax: E-mail: M_::......::.....:...JEC.:.xa:r PROT is SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY 0 ., .....5>x;:.... ::r>ACm•' :::RYH[:.: .::.•.xxr:'.'.`. . '....:\ :::::::;:�x.':::::::xR'> Ti DRAWING TITLE MECHANICAL SCHEDULES (2 OF 2) DATE 7/10/17 PROJECT NUMBER I' 2017.025 DRAWN BY DRWN 420 A SCALE �6� AS NOTED DRAWING NUMBER rn 0268 �p4km =601000 . OF N SEAL SHEET NO: 7 OF 12 ....... . ;. .. s ..:. .: :::... m�°•'•': :rte , .. . ... gm. ., NORTH FORK , FIRE AND SMOKE FIBERGLASS WRAP INSULATION RATED WALL OR PARTITIONI LINTEL PROVIDE MINIMUM 1/4 MAXIMUM 1/2- OR- FIRE RATED WALL PARTITION SIZE AS PER SPECiFiCATIONS LAP JOINT. JPROVIDE FIRESTAT IN DAMPER CLEARANCE FOR DAMPERS EXPANSION SPACE INSTALL AS PER ISEE NOTE #7. EXPANSION ON BOTH SIDES MANUFACTURER'S RECOMMENDATIONSI ANGLE IRON FRAME ALL SEE BELOW & TOP. SEAL CLEARANCE S C LLC FOR DETAILS MANUFACTURER FURNISHED FOUR SIDES FASTEN TO WITH FIBERGLASS CAULKING DUCT SLEEVE. SEE TABLE STEEL DAMPER SLEEVE I MINIMUM 1 OVERLAP 700 BOISSEAU AVE, SOUTHOLD, NY SMOKE DETECTOR MEL LINTEL GENERAL NOTES4 �` i 4 i i S SHALL BE FURNISHED BY WAC CONTFACTOR AND INSTALLED BY WAC i. FIRE DAMPER TO BE U.L LABELED CONTFACTOR. SEE FLOOR PLANS AND N.F.P.A. 90A SYMBOL LIST FOR REQUIREMENTS. 60 6 2. N.F.P.A. APPROVED INSTALLATION H ACCESS DOOR, NO LESS THAN DETAILS TO BE PART OF SUBMISSION U.L APPROVED BREAK 1808 OR AS PRACTICAL: FOR OF FIRE DAMPER FOR APPROVAL, DUCT HIDDEN AWAY JOINT CONNECTION DUCT SIZE. . ...... WHICH SHALL MEET N.F.P.A. STANDARD 90A TYPICAL VOLUME PER ALTERNATE ACCESS DOOR LOCATION 3. DETAILS SHOWN ARE FOR FIRE W SEE NOTES RETAINING ANGLE IRON FRAME, L FOUR SIDES (ENTIRE PERIMETER) DAMPERS IN HORIZONTAL DUCTWORK. DO NOT OVER COMPRESS INSULATION DAMPER OPERATOR OUTSIDE THE FASTENED TO DUCT SLEEVE. FOR FIRE DAMPERS IN VERTICAL DUCT AND AIRSTREAM (COORDINATE DUCT — SIZE AS NOTED ON PLANS LOCATON FOR ACCESS AND DUCTWORK, DETAILS SIMILAR EXCEPT DAMPERS SHALL BE SPRING LOADED. 6* MAXIMUM SERVICING) ELECTRIC OR PNEUMATIC. TRANSVERSE JOINT (SEE NOTES) SEE SPECIFICATION INSULATION. MINIMUM LONGITUDINAL JOINT (SEE NOTES) FASTEN (BOLT, WELDI 4. U.L APPROVED BREAKAWAY SUP n u 16 MAXIMUM. IF ACCESS DOOR IS ACCESS DOOR MINIMUMJOINT CONNECTION MAY BE USED OVERLAP OF 30 OR RIVM DAMPER UL 181 FOIL TAPE NOTES FRAME TO SLEEVE IINSTALLED IN SLEEVE, MAXIMUM 16" HEIGHT 12" OR 1" SMALLER 16 GA. SLEEVE UP IN UEU OF FLANGED CONNECTION 1. INSULATION SHALL BE INSTALLED ACCORDING MINIMUM 3" WIDE THAN DUCT HEIGHT, 120 TO 36"X240 TO MAUFACTURERS RECOMMENDATIONS GENERAL NOTES: MINIMUM LENGTH DUCT SIZE, 14GA. FOR 5. ACCESS DOOR IS SHOWN ON SIDE UNDERLYING 2. DEVICES INSTALLED INSIDE DUCT SHALL NOT BE OF DUCT; IF FUSIBLE LINK IS MORE LARGER DUCTS DUCTWORK HIDDEN BY INSULATION 1. DAMPER TO BE U.L. LABELED N.F.P.A. 90A, BSA AND MEA APPROVED. 5. DETAIL FOR SMOKE DAMPER SHALL BE SIMILAR TO COMBINATION ACCESSIBLE FROM BOTTOM OF 3. ACCESS DOORS AND VOLUME DAMPERS SHALL DAMPER EXCEPT DELETE FiRESTAT IN DAMPER. DUCT RELOCATE ACCESS DOOR. 2. N.F.P.A. APPROVED INSTALLATION DETAILS TO BE PART OF SUBMISSION FUSIBLE LINK RATED FOR V- . ISSUE: 1�1 BE FULLY FUNCTIONAL AFTER INSULATION HAS ANGLE IRON TABLE BEEN INSTALLED OF COMBINATION nRE, & SMOKE DAMPER FOR APPROVAL, WHICH 6. THIS DETAIL IS A GUIDE ONLY. INSTALL DAMPER IN ACCORDANCE 5(rF ABOVE MAX. 6. FROM FIRST 10'—On OF FAN SHALL MEET N.F.P.A. STANDARD 90A AND SHALL BE BSA APPROVED. WITH MANUFACTURER'S RECOMMENDATIONS AND UL LISTING. TEMPERATURE OF SYSTEM 4. ALL TRANSVERSE AND LONGITUDINAL JOINTS WALL DISCHARGE DUCTS AND FOR DUCT DESCRIPTION DATE BY LAP—JOINT AND SEAMS IN SUPPLY AIR DUCT SHALL BE 7. THE WAC CONTRACTOR SHALL PROVIDE ALL DEVICES, RELAYS, END OPENING ANGLE SIZE SIZES LESS THAN 8" DEEP, SEALED AIR TIGHT WITH DAP CMC DUCT 3. DETAILS SHOWN ARE FOR COMBINATION FIRE AND SMOKE DAMPERS IN SWITCHES, E/P SWITCHES, CONTROL COMPONENTS. AIR PIPING, FIRE DAMPER DAMPER BLADES SHALL ISSUED TO DOH 05.03.17 CP SEALER. JOINTS ALSO SHALL BE RIVETED OR HORIZONTAL DUCTWORK. FOR DAMPERS IN VERTICAL DUCTWORK, DETAIL POWER WIRING, CONTROL WIRING AND INTERLOCK WIRING AS FASTEN FIRE DAMPER UP TO 300 1*X1"X1/8" BE INSTALLED IN POCKET OUTSIDE IS SIMILAR. VERTICAL DUCTS WITH HORIZONTAL DAMPERS ARE TO BE ISSUED FOR CONSTRUCTION 05.05.17 CP OF AIR STREAM P CONNECTED WITH SHEET METAL SCREWS. REQUIRED TO ACCOMPLISH THE SEQUENCE OF OPERATION FOR FRAME TO SLEEVE AM SPRING LOADED TYPE. 31" TO 540 1-1/2"xl-1/2 x1/8 5. SOFT ELASTOMER BUTYL GASKETS WITH THESE DAMPERS. ISSUED FOR ADDENDUM 1 05.19.17 CP ADHESIVE BACKING SHALL BE USED TO SEAL 55" TO 840 3-x2-0/116- 4. ACCESS DOOR IS SHOWN IN SIDE OF DUCT. 8. RETAINING ANGLES MUST OVERLAP THE FIREWALL 1" MINIMUM AND FLANGED JOINTS. COVER CORNERS OF OPENINGS. 185- TO 120- 3"x20/16" REVISED PER DOH COMMENTS 07.11.17 CP 0 W DD[SSURf ISSUED FOR DOB APPROVAL 03.23.18 CP INTERIOR DUCT A TION A ND SEA L INCA DITA A L rn FIRf DA MPfR Df TA A //v Tr COMBINATIONFIRfAlVDSMOI(fDAMPfRWITHFIRESTAT- SCALE: NONE SCALE: NONE SCALE: NONE M D ANGLE IRON REINFORCING WHERE REQUIRE WATERPROOF SEAMS AND JOINTS HANGER MHANDETREQU CK STRAP (SEE TABLE WELDED AS IRED :p FOR SIZE) 1/2" x 1/2" AIR FLOW GALV. WIRE MESH SCREEN EVERDUR WELDED SHEET COUNTER FLASHING SOLDERED COUNTER R DI METAL FLASHING 45' SCREWS 6" D IDI=1/4D O.C. (MAX.), D112: 4" CREWS BOLT 2 S (MIN.) GA SUPPORT ANGLE, STEEL DUCT (SEE TABLE FOR ----------- SEISMIC RESTRAINTS REQUIRED FOR SIZE) ROOF SUPPLY, RETURN GALVANIZED UpAn WITH CROSS—SECTIONAL AREA OR EXHAUST DUCT R=W/2 DUCTS OPTIONAL FOR 30" WIDE OR BE PFCS%M TIMM TAP—IN I&E— FF M S109 GREATER THAN 6 SO-FT. 250 OR WIDER 18* MINIMUM VSEL) SEE SHEET M—XXX. 12" MIN. DUCT FLANGE DO NOT SCALE PLANS ROOF STAINLESS STEEL ................... CONSTRUCTION SCREW, 3 - O/C ALL ARCHITECT OF RECORD DUCT WIDTH ROD DIA. SUPPORT ANGLE OR MAX. SPACING AROUND TVP. EQUIVALENT CHANNEL F_ AIR FLOW SLOPE 10 IN 7* WEATHERPROOF F Terjesen Associates, Architects 26" TO 30" 1 1/2- x 1 1/2- x 1/8- 8'-0' O.C. SEAMS AND JOINTS 3/80 DI ROOF CURB 248 West 35th Street 11th Floor New York, NY 10001 RI 31 TO 42" 3/8* 1 1/2" x 1 1/2' x 1/8" 6'-0" O.C. 14" MIN. GALVANIZED STEEL 212.239.1526 Fax: 212,736.7899 ROOF 43" TO 60" 1/20 1 1/2- x 1 1/2- x 1/8- 6--o- O.C. COUNTER FLASHING - OPENING ROOFIN E-mail: info@terjesenarchitects,com MODIFIED BITUMEN =t 4* 61" TO 84' 1/2" 2" x 2" x 1/4' 4'-0w O.C. REINFORCING BASE FLASHING R=3/4D RI=R+DI 850 AND UP 1/210 3' x 3" x 1/4* 4'-00 O.C. MECHANICAL ENGINEER ep EP 82MMUG -LNJ- ROOF DECK 110 William Street 32nd Floor New York, NY 10038 EMUS ELBOVY TAKE— 212.257.6190 Fax: 212.994.8091 FIBER CANT STRIP SET IN BITUMEN www.EPENGINEERING.com STRUCTURAL ENGINEER DUCT BRA NCH TA 1(f-OFF Df TA A DUCT SUPPORTDf TAIL STM DUCTWORK THRU ROOF Df TA A 60 OSfNf ff DETAIL Engineering Firm L4J SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE Address DLj Phone Fax: E-mail: PROJECT SOUTHOLD ASC LINEAR DIFFUSER FASTEN CABLE TO 700 BOISSEAU AVENUE PLENUM DUCT MINIMUM EVERY SOUTHOLD, NY 180 DRAWING*TITLE MECHANICAL D ETAI LS CABLE OPERATOR (1 OF 2) BEHIND DIFTUSER MANUAL VOLUME DAMPER FACE WITH REMOTE CABLE OPERATOR FOR BALANCING DATE BRANCH TAP DAMPER 7/10/17 REMOTELY THROUGH THE FACE OF THE DIFFUSER PROJECT NUMBER 2017.025 FINISHED CEILING LINEAR DIFFUSER2/ DRAWN BY .......... DRWN y RSD AR SCALE AS NOTED :-A DRAWING NUMBER Irn CA 9L f OPERA TED VOL UMf DA MPfR_ SCALE: NONE H T U"IR 0 Ozrob M 7 0 uAg'k OF No ■ SEAL SHEET NO: 0 OF 12 .......... x::*1*,"'V"I"�' MG, 'UM �, :: !:MM 'W' a �.:.. .....< '.. :: .....W.� Om t ORTH FORK , ELASTOMERIC SEAL PIPE OR ANGLE DRAWBAND SC7 LLC SUPPORT' CAP WATERTIGHT MAXIMUM 16' 700 BOISSEAU AVE, SOUTHOLD, NY FLASHING SEPARATE SPEED ION CENTERSUMBRELLA < ,> .... .�.. <�.� ,. .. ..��. .,�.... } CUP WASHER LINEAR ADHERED TO DUCT WITH 100% AIR COVERAGE OF ADHESIVE 4 COMPOSITION- FLASHING FLANGE FLOW FLASHING OF LINER AT TRAVERSE JOINTS (ALL JOINTS) PINS SPOT WELDED r ENTERING, BUTTING AND TRAILING EDGES TO DUCTWORK ' r " THREADED ROD, TO BE COVERED BY NOSING. MAXIMUM 16" `> WASHER. NUT �— CORNER BREAK MASTIC BED TRAVERSE JOINT DETAIL ON CENTERSf : �' UNISTRUT CHANNEL NUT .�- COATED SURFACE OF DAMPER OR INSULATION EXPOSED - 3' LAPPED do COMPRESSED ROOF MEMBRANES " NEOPRENE VIBRATION EQUIPMENT TURNING VANE TO AIR STREAM 3 ISOLATION PAD SECTION ALL ENDS OF LINER LONGITUDINAL JOINT COATED WITH ADHESIVE 16 GA STAINLESS STEEL WEIGHT LINER PI OR CURB CONCRETE DEL'K DISTRIBUTION PAD — 4x4 TYPIAND SPE D CUPELDEDWASHPINS NOT MORE THAN 3" 1 — (SEE DETAIL X 1 "A EQUIPMENT 12 GA GALVANIZED DUCT 1. NOT LESS THAN TWO PINS ON EACH FACE OF DUCT. SUPPORT UNISTRUT CHANNEL FRAME ROOF JACK FLASHING REQUIREMENTS: --SPRING HATCH SECTION INSTALLED WITH NOSING ... ......... . ..: TO CONCEAL LINER EDGES E ) HEIGHT: 8" MIN. ABOVE ROOF BEAM CLAMP W z �' ---- - ' SPEED CLIP WASHER PRESSED LINING (THICKNESS AS SPECIFIED £; / /r" %�l DOWN OVER PIN TO LINING PRESSED DOWN OVER GRIP—PIN FLANGE: 3" TO 4" WIDTH STAINLESS STEEL BOLT. r /'� DETAIL AT DAMPERS AND CLEARANCE TO PIPE: 1/4" MIN. UNISTRUT MODEL #P2785 TURNING VANES CLEARANCE TO UMBRELLA: 1/4" MAX. BEAM ADHESIVE OVER COMPLETEWELD—PIN STUD WELDED TO DUCT ISSUE: ALL ARE SET IN MASTIC AND STRIPPED IN. / SURFACE OF DUCT DUCT (PINS FASTENED TO DUCT WITH FLANGE IS FASTENED TO WOOD NAILER ON INSULATED DECKS. UNER NOSING ADHESIVE NOT APPROVED) DESCRIPTION DATE BY NAILER BOTTOM OF UMBRELLA TO BE 4" BELOW TOP OF FLASHING DETAIL "A" ISSUED TO DOH 05.03.17 CP (ALL SIDES) ISSUED FOR CONSTRUCTION 05.05.17 CP LOW DENSITY BACKING H WIDTH OF EQUIPMENT - HEIGHT "H' __ HIGH DENSITY FACING ISSUED FOR ADDENDUM 1 05.19.17 CP DUCT �� UP TO 24" 14" ACCESS DOOR DETAIL --- - ' 25" TO 36" 1$" ;''r ' / / TRIM AWAY REVISED PER DOH COMMENTS M NTS 07.11.17 CP 37" TO 48" 24" GENERAL NOTES: NOTES: HIGH DENSITY FACING NOS: ISSUED FOR DOB APPROVAL 03.23.18 CP t. .......... :Z�\ 49" TO 60" 30" 1. ALL HARDWARE SHALL BE GALVANIZED. 1. NOSING ATTACHED TO DUCT BY RIVETS, SCREWS OR WELDS. FOU) OVER HIGH DENSITY FACING I BEARING— " " ON ALL LONGITUDINAL JOINTS AND PLATE 61 AND WIDER 48 2. NOSING: 24 GA. UP TO 48"; OVER 48" — SAME GA. AS DUCT. SECURE WITH MECHANICAL FASTENERS < LONGITUDINAL JOINT DETAIL E UIPMENT A ND DUCT SUPPOR T FL A SHI/C ROOFTOP E UIPMENT ON DUNNA GE DETAIL SOUND L ININC INS TA L L A TION & NOSINC Df TA IL 12SCALE: NONE L!J3SCALE: NONE 14 SCALE: NONE is } CROWN TOPPING OF COLD MASTIC I DUCT PLENUM THREADED ROD HOT STEEP ASPHALT i SIZE DETERMINED SECURE SUPPORT ROD METAL FLASHING _. BY SUPPORTED TO STRUCTURE WITH WEIGHT. SEE CONCRETE INSERT 3" SPECS. FOR FISHPLATE OR BEAM 25 GA. BENT PLATE FORM CLAMP AS APPLICABLE SPACING NON FERROUS NAILS IF "A" DIM IS 8" LEAN MIX CEMENT 1:6 8» 3" O.C. OR MORE STRAP HERE PUMPED CONDENSATE FORGED STEEL �JJ GLINTS HANGER LINE1" THICK— __76" MIN °> COLD WATER OUTLET LINING DO NOT SCALE PLANS CONTINUATION TO > __—_ �_ __ A --I f--- A ARCHITECT OF RECORD Ct BUILDING DOMESTIC WATER SYSTEM , Terjesen Associates, Architects 248 West 35th Street 11 th Floor New York, NY 10001 1. COLD WPE ATER - ROOF SLAB ., I FUNNEL DRAIN VAPOR BARRIER (IF SPECIFIED} 21 .239.1526 Fax: 212.736.7899 TURNED UP 6" AT PROTRUSION PATCH ROOF SLAB E-mail: info@terjesenarchitects.com AS REQUIRED 12" LONG X 16 SADDLE SHUT OFF P—TRAP SLEEVE 2 1/2" GAUGE SHIELD HEAVY DENSITY VALVE CHECK VALVE NOS: ( I I MECHANICAL ENGINEER PREMOLDED TYPE AS SPECIFIED CHECK VALVE SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SPECIAL SLOTTED LOCK EP '�m ' MS�� FOR THE ROOF CONSTRUCTION. TO ALLOW ADJUSTMENT VARIES INSTALL LINEAR GRILLE 110 William Street 32nd Floor New York, NY 10038 OF COLLAR LENGTH IN DUCT COLLAR 12" LONG HALF SECTION OF CALCIUM CONTINUATION TO 212.257.6190 Fax: 212.994.8091 SILICATE WITH VAPOR BARRIER BUILDING SANITARY EXTENDED 2" OVER EACH END SYSTEM www.EPENGINEERING.com w.. w... .:w... . .... ..........................._................w..._.... .::,.. .. STRUCTURAL ENGINEER €; WHERE STRUCTURAL SLAB DOES NOT PERMIT INSERTS. SUPPORT Engineering Firm PIPING FROM STRUCTURE WITH AUXILIARY STEEL IF REQUIRED, Address Phone Fax: CL E VIS R OL L ER HA I CER Df TA IL INDIREC T DRA IN W1 TH TRA P PRIMER DE TA IL PIPING' THR 0 UGH ROOF DETAIL L INEA R DIFFUSER PL ENUM DETA IL < E-mail: # F161 SCALE: NONE FS CALE: NONE 18 SCALE: NONE 23 SCALE: NONE _; PROJECT 1-1 2-x1—, 2"x1 4" HOT SOUTHOLD ASC / / DIPPED GALVANIZED ANGLE, 700 B O I S S EAU AVENUE SEAL DUCT JOINTS AIR TIGHT TOP AND BOTTOM. IN ACCORDANCE W/ SMACNA SOUTHOLD, NY SEAL CLASS A STANDARDS. MACHINE BO8- HEX LTS, ZINC PLATED NEOPRENE TWO LAYERS OF 1-1/2" ::-.. :,,!::::.r,:.,,..,,n::,,.,.:,�... :��. f�.r �- »`,�>�.:. .>:::.,:.. ::: � : .gym: ��•. ,. ....., RECTANGULAR DUCT, MATERIAL u DRAWING TITLE HANGER RODS TO MOUNTING POST POLYISOCYANURATE INSULATION. AS SPECIFIED. DUCT CONSTRUCTION STRUCTURE ABOVE (IMP.) LEAK DETECTOR OUTER LAYER SHALL BE IN ACCORDANCE W/ SMACNA MECHANICAL CONTINUOUS OVER SUPPORT FRAME. STANDARDS FOR DUCT SERVICE. fi MOUNTING BRACKET ALSO APPROVED IS 13Y ALL UNIT DRAINN PANNI 60 MILS EPDM WRAP. SEAL JOINTS D ETAI LS VIBRATION ISOLATOR 11-1/2-0-1/2-0/4- HOT (,�.} SAME MFGR. WEATHER TIGHT. FULLY ADHERED. DIPPED GALVANIZED CHANNEL, (Z OF Z� ' BOTH SIDES. a a Xo . 1-1/2"x1-1/2"x1/4" HOT DATE v DIPPED GALVANIZED ANGLE. 2x6 PRESSURE TREATED » — » 7110117 1/4- NEOPRENZ r� 0 3/8 HEX HEAD ZINC PLATED WOOD BLOCKING \Z (TYP.) PROJECT NUMBER - - PAD . — MACHINE BOLTS, z 2"x12" PRESSURE TREATED 2017.025 UNIT HEATER, SEE SCHEDULES WOOD, 2 x DUCT WIDTH. FOR SPECIFICATIONS. NEOPRENE MOUNTING POST SHALL BE MASON " » N p 16 WIDE EPDM PADS. FULLY DRAWN BY INDUCTRIES "TYPE ND OR APPROVED EQUAL. ADHERED FULL LENGTH. MOUNT MINIMUM OF 8'-0" AFF ANGLE SHALL BE FULL WIDTH ROOF DRWN CONTRACTOR SHALL COORDINATE NEOPRENE OF WOOD. 3/8 CARRIAGE BOLTS, NOTE: ;'ED A SCALE MIOUNTING POST SIZE WITH MANUFACTURER. TWO PLACES. TIGHTEN BOLT HEADS COAT ZINC PLATED FASTENERS AND FLUSH W/ WOOD. (TYP.) CUT ENDS OF GALVANIZED STEEL W/ AS NOTED COLD GALVANIZING COMPOUND. � U 'A� "� DRAWING NUMBER M * 1" EL ECTRIC UNI T HEA TER DETAIL UNI T VIBRA TION ISOL A TION DE TA IL INSUL A TED EX TERIOR DUCT DETAIL �, M =701 . . 19 SCALE: NONE [2J5SCALE: NONE 10 SCALE: NONE SEAL SHEET N0: 9 OF 12 ,.� :r ... ,,u. , : »... ,..:: ..>; w,. ..... ,•.. w �,.. �. ,,. ..... ,..v: .. :.. BMs�.., ..:.,.. < .. ......... . ,:..>.. ..:.:.:j.F,: ,.".. � .. . ...... .. .. . : ..., ": .gam,.. ... '•y"^".....�e`y."'v�i":::...i'iiaV^w,�.`:... .a,�k:::v. -�::::... ..:.. .... ..� ... .. .,v,. .� i.`.�?'^.:.::.�:,:::� :::h?:3?:: .:: ',, L ,..... ....?�:::�' ......_ ..... .`P�'G:.' v5� � .. ,..,. .:.�...:. ...........:..::..::'.."�` ":- Yui `axa�;i :. 1. :. ::: ::: � .., NORTH FORK . .. 1.GENERAL CONDITIONS INCIDENTALS AND DETAILS NECESSARY TO PROVIDE ALL CHARGES AND COSTS MADE NECESSARY BY DUSTING PAVEMENTS, FREE FROM MATERIAL AND DEBRIS RESULTING B.SUBMISSIONS MUST BE EARLY ENOUGH TO ALLOW THE 12" X 12" FOR HAND ACCESS. DOORS IN WALLS AND : COMPLETE AND FULLY FUNCTIONAL MECHANICAL SYSTEMS CONDITIONS ARE INCLUDED AND THAT THE COMPLETE FROM THE EXECUTION OF THIS WORK. EXCESS MATERIALS ENGINEER TEN WORKING DAYS FOR REVIEW WITHOUT B.ALL SLEEVES AND OPENINGS THROUGH FIRE RATED WALLS CEILING SHALL BE PRIME COATED CARBON STEEL P' A DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, AS SHOWN ON THE DRAWINGS, CALLED FOR IN THE SYSTEM AS DESCRIBED HEREIN WILL BE FURNISHED AT WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE CAUSING DELAYS OR CONFLICTS TO THE JOB'S PROGRESS. AND/OR FLOORS SHALL BE FIRE SEALED WITH APPROVED FURNISH FIRE RATED DOORS FOR FIRE RATED I. INCLUDING GENERAL. AND SUPPLEMENTARY CONDITIONS SPECIFICATIONS (IF SUPPLIED) AND AS REQUIRED BY JOB THE PROPOSED COST. LATER CLAIMS SHALL NOT BE MADE INTERIOR OR THE EXTERIOR. SEALANTS RATED FOR THE APPLICATION SO AS TO CONSTRUCTION. RATING OF DOOR MUST BE SAME RATING AND ALL OTHER SPECIFICATION SECTIONS (IF PROVIDED AS CONDITIONS. ALL WORK NOT SPECIFICALLY NOTED AS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED C.SUBMITTALS SHALL BE IN ACCORDANCE WITH THE GENERAL MAINTAIN THE FIRE RATING OF THE ASSEMBLY. CONFORM AS CONSTRUCTION. PART OF THE CONTRACT) ARE A PART OF THIS CONTRACT. BEING BY THE LANDLORD SHALL BE PROVIDED BY THE BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD S.ALL PRESENT MATERIAL, EQUIPMENT AND CONSTRUCTION CONDITIONS USING THE MANUFACTURER'S LISTED ON THE TO THE U.L ASSEMBLY RATING OF THE FLOOR OR WALL �; MECHANICAL CONTRACTOR. CLOSELY COORDINATE THE HAVE BEEN FORESEEN DURING SUCH AN EXAMINATION. DEBRIS TO BE REMOVED UNDER THIS CONTRACT SHALL DRAWINGS. INDICATE. ON EACH SUBMISSION THE PROJECT 13. METAL DUCTWORK - NO FIBERGLASS OR FLEXIBLE DUCT B.THE TERM "CONTRACTOR` SHALL MEAN THE "MECHANICAL ENTIRE INSTALLATION WITH LANDLORD AS REQUIRED. FIELD THE ON-SITE INSPECTION SHALL VERIFY EXISTING BECOME THE PROPERTY OF THE CONTRACTOR WITH THE NAME AND LOCATION, ARCHITECT AND ENGINEER, ITEM C.SLEEVES IN BEARING AND MASONRY WALLS, FLOORS AND ALLOWED I CONTRACTOR HIRED TO COMPLETE THE WORK OUTLINED IN VERIFY THE EXACT TYPE, SIZE, LOCATION, REQUIREMENTS, DUCTWORK, PIPING (SIZES, CLEARANCES, ETC) AND EXCEPTION OF SPECIFIC EQUIPMENT AND APPARATUS IDENTIFICATION AND APPROVAL STAMP OF PRIME PARTITIONS SHALL BE STANDARD WEIGHT STEEL PIPE 700 BOISSEAU AVE SOUTHOLD NY THESE PLANS AND SPECIFICATIONS" UNLESS OTHERWISE ETC. OF EXISTING EQUIPMENT, PIPE AND DUCTS SERVING CONDITIONS. REQUESTED BY THE BUILDING REPRESENTATIVE. ARCHITECT CONTRACTORS. FINISHED WITH SMOOTH EDGES. FOR OTHER THAN THE TENANT SPACE PRIOR TO SUBMISSION OF BID. nW,. ..:�x.: ^_, ,., :,r ,...r, ::..:.:::.,. :::::.v,: .:.. ..... .:.....: :....: <: ' OR AS NOTED TO BE RELOCATED ON THE DRAWINGS ANO DUCTWORK SHALL BE FABRICATED PRIOR TO "`° SPECIFIED. : MASONRY PARTITIONS THROUGH SUSPENDED CEILINGS OR B.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SHALL BE PROPERLY DISPOSED OF BY THIS CONTRACTOR. APPROVAL BY THE TENANT'S ENGINEER. DEVIATIONS FROM i. C.BEFORE STARTING WORK, THIS CONTRACTOR SHALL B.ALL WORK SHALL BE PERFORMED IN A NEAT AND COORDINATION OF THE DEMOLITION dF EXISTING D.SHOP DRAWINGS SHALL INCLUDE ALL DATA THAT PERTAINS FOR CONCEALED VERTICAL PIPING, SLEEVES SHALL BE 22 DESIGN MUST BE APPROVED BY TENANT'S ENGINEER EXAMINE THE ARCHITECTURAL STRUCTURAL. MECHANICAL, PROFESSIONAL MANNER USING GOOD CONSTRUCTION MECHANICAL WORK IN THE SPACE NOT SHOWN TO BE 4.LICENSES, PERMITS, INSPECTIONS AND FEES TO THE REQUIREMENTS SET FORTH ON THE DRAWINGS GAUGE GALVANIZED STEEL MINIMUM. PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT MAINS PRACTICES. REUSED IN THE NEW TENANT SPACE. AND IN THE SPECIFICATIONS. THE SUBMITTAL SHALL ARE TO BE RECTANGULAR. ALL DUCT BRANCHES TOi. PLUMBING AND FIRE PROTECTION, ELECTRICAL, AND ANY A.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INCLUDE BUT NOT BE LIMITED TO CUTS OR CATALOGS D.DUCT SLEEVES SHALL BE MINIMUM 14 GAUGE STEEL DIFFUSERS ARE TO BE ROUND SPIRAL DUCT, P OTHER RELEVANT TRADE'S PLANS AND SPECIFICATIONS TO C.THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO C.THE CONTRACTOR SHALL INCLUDE AND WILL BE HELD LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED OR INCLUDING DESCRIPTIVE LITERATURE AND CHARACTERISTICS �, SEQUENCE, COORDINATE AND INTEGRATE THE VARIOUS SUPPLEMENT EACH OTHER AND ANY MATERIAL OR LABOR RESPONSIBLE FOR, THE REMOVAL OF ALL EXISTING PIPING, RELATED TO THIS WORK. OF EQUIPMENT SHALL SHOW MAJOR DIMENSIONS ,; ELEMENTS OF THE HVAC SYSTEM, MATERIALS AND 11. HANGERS AND SUPPORTS B.ALL DUCTWORK SHALL BE PROVIDED AND INSTALLED IN CALLED FOR IN ONE SHALL BE PROVIDED EVEN THOUGH HVAC UNITS, REFRIGERANT RECAPTURE, EXHAUST FANS, ROUGHING-IN DATA, CAPACITY, CURVES, PRESSURE DROPS, EQUIPMENT WITH OTHER CONTRACTORS TO AVOID ACCORDANCE WITH SMACNA LOW VELOCITY AND 'HVAC NOT SPECIFICALLY MENTIONED IN BOTH. ANY MATERIAL OR DUCTWORK, ETC. AND ASSOCIATED ROOF CURBS NOT TO B.THE CONTRACTOR SHALL ARRANGE FOR INSPECTION AND CODE COMPLIANCE, MOTOR AND DRIVE DATA AND INTERFERENCE'S AND CONFLICTS. LABOR WHICH IS NEITHER SHOWN ON THE DRAWINGS NOR BE REUSED ON THIS PROJECT, UNLESS SPECIFICALLY TESTS OF ANY OR ALL PARTS OF THE WORK IF SO ELECTRICAL DATA OBSERVE SPECIAL INSTRUCTIONS WHEN A HANGERS SHALL INCLUDE ALL MISCELLANEOUS STEEL DUCT CONSTRUCTION STANDARDS MANUAL", LATEST EDITION CALLED FOR IN THE SPECIFICATIONS, BUT WHICH IS NOTED OTHERWISE. CONTRACTOR MUST VERIFY WITH THE REQUIRED BY AUTHORITIES AND PAY ALL CHARGES FOR REQUIRED. SUCH AS ANGLE IRON, BANDS, C-CLAMPS WITH RETAINING ANb ASHRAE USING PRIME SHEETS OF GALVANIZED STEEL. i:. _... .. i. D.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR gq�IE, CUPS, CHANNELS, HANGER RODS, ETC. NECESSARY FOR CONFORM TO THE REQUIREMENTS IN THE REFERENCED � NECESSARY TO COMPLETE THE WORK OR WHICH IS LANDLORD ALL PRESUMED ABANDONED EQUIPMENT PIPES PROVIDING ITS SUBCONTRACTORS WITH A FULL SET OF BID THE INSTALLATION OF WORK. STANDARD FOR METAL THICKNESS, REINFORCING TYPES .. DOCUMENTS INCLUDING SPECIFICATIONS AND MUST USUALLY INCLUDED IN WORK OF SIMILAR CHARACTER, DUCTWORK AND EQUIPMENT PRIOR TO REMOVAL E.SUBMITTALS SWILL BEAR THE STAMP OF THE GENERAL AND INTERVALS, TIE ROD APPLICATIONS AND JOINT TYPES COORDINATE ITS WORK AND INSPECTIONS AND THE WORK SHALL BE PROVIDED AS PART OF THE CONTRACT. C.MECHANICAL CONTROLLED INSPECTION BY A LICENSED AND -SUBCONTRACTOR SHOWING THAT HE HAS REVIEWED AND INTERVALS. ii iii AND INSPECTION Or THEIR SUBCONTRACTORS WITH ALL D.ROOF CURBS SHALL BE REMOVED AND THE ROOF PROFESSIONAL ENGINEER TO BE HIRED BY THIS AND CONFIRMED THAT THEY ARE IN CONFORMANCE WITH B.HANGERS SHAM BE FASTENED TO BUILDING STEEL, y . OTHER TRADES ON SITE TO CONFORM TO THE GENERAL D.WHERE THE DRAWINGS AND / OR SPECIFICATIONS CALL PATCHED UNLESS NOTED FOR REUSE OR CONTRACTOR. THE CONTRACT DOCUMENTS OR INDICATE WHERE CONCRETE, OR MASONRY, BUT NOT TO PIPING OR RECONFIGURATION ON PLANS, ROOF PATCHING SHALL BE DUCTWORK. DUCTWORK SHALL NOT BE SUPPORTED FROM C.ALL SQUARE ELBOWS SHALL BE PROVIDED WITH DOUBLE CONTRACTOR'S TIME SCHEDULE. FOR ITEMS WHICH EXCEED CODES OR THE LANDLORDS EXCEPTIONS TAKE PLACE LACK OF SUCH CONTRACTOR'S TENANT CRITERIA, THE CONTRACTOR IS STILL RESPONSIBLE PERFORMED AT THE CONTRACTOR'S EXPENSE BY A 1)THE CONTROLLED INSPECTION AND TEST WILL BE REVIEW WILL BE CAUSE FOR REJECTION WITHOUT REVIEW ROOF DECKING AND/OR BRIDGING, BUT SHALL BE WALLED VANES ON MAXIMUM 3" CENTERS. E.BY SUBMITTING A QUOTATION OR PROPOSAL THE FOR PROVIDING THE SYSTEM AS DESIGNED AND ROOFING CONTRACTOR APPROVED BY THE LANDLORD. ALL CONDUCTED UNDER THE DIRECTION OF A LICENSED BY ENGINEER AND ARCHITECT. SUSPENDED FROM THE TOP CHORD OF BAR JOISTS, DESCRIBED ON THE DRAWINGS, UNLESS SPECIFICALLY EXTRANEOUS ITEMS IN THE SPACE OR ON THE ROOF PROFESSIONAL ENGINEER OR ARCHITECT OR OTHER STEEL OR OTHER STRUCTURE:. DUCTWORK SHALL CLEAR MECHANICAL CONTRACTOR EXPRESSLY STATES AND NOTED OTHERWISE. (ABOVE THIS SPACE) NOT APPLICABLE TO THE NEW WORK PERSON HAVING NOT LESS THAN (5) YEARS ALL SPRINKLERS AND OTHER OBSTACLES AND SHALL BE D.PROVIDE SEAL CLASS 'Cu ON ALL TRAVERSE JOINTS . "_ �� ! 7 WARRANTS THAT: ALL DRAWINGS AND SPECIFICATIONS HAVE F.ALL SHOP DRAWINGS MUST APPEAR IN THE OPERATION UNLESS SUPERSEDED BY MORE STRINGENT LOCAL CODES. d BEEN THOROUGHLY REVIEWED, CONTRACTOR HAS BECOME OR PART OF THE LANDLORD'S OR ANOTHER TENANT'S EXPERIENCE SUPERVISING THE INSTALLATION OF AND MAINTENANCE MANUALS LEFT ON SITE AT JOB HUNG AS HIGH AS POSSIBLE IN WORK AND STORAGE Aovrw%�z E.WHERE TRADE NAMES AND MANUFACTURERS ARE USED ON ACTIVE SYSTEM MUST BE REMOVED AND VENTILATING SYSTEMS. THE TEST WILL SHOW AREAS. WHERE INTERFERENCES OCCUR IN ORDER TO FAMILIARIZED WITH JOB SITE CONDITIONS AND IS TOTALLY COMPLETION. E.ALL DUCT CONNECTIONS ARE TO BE RIGID AND LEAK COMPLIANCE WITH THE BUILDING ADMINISTRATIVE CODE SUPPORT DUCTWORK R PIPING, QUALIFIED TO PERFORM ALL OF THE WORK REQUIRED. THE DRAWINGS OR IN THE SPECIFICATIONS, THE EXACT ROOF/WALL/FLOOR PATCHED/REPAIRED TO MATCH THE 0 I LNG, THE CONTRACTOR MUST EQUIPMENT SHALL BE USED AS A MINIMUM STANDARD FOR EXISTING STRUCTURE. AND REFERENCE STANDARDS. INSTALL TRAPEZE TYPE HANGERS OR SUPPORTS WHICH FREE ASSEMBLIES. :; - mi=x::.:,11-1 ?:, . ;.;-.,::.:. ...:,:::.......: ,< :.��.:...::::.�.:.:....: x:... ,�.�'... ::: ::. .:: :::......< :. ..— THE BASE BID. MANUFACTURERS CONSIDERED AS AN G.ENGINEER'S OR ARCHITECT'S REVIEW OF SHOP DRAWINGS SHALL BE LOCATED WHERE THEY DO NOT INTERFERE WITH . R WHEN USED, THE TERM "PROVIDED BY CONTRACTOR` EQUIVALENT OR BETTER IN ALL ASPECTS TO THAT E.IF REQUIRED BY THE LANDLORD OR CODES, ABANDONED 2)THE LICENSED PROFESSIONAL ENGINEER OR OR SCHEDULES SHALL NOT RELIEVE THE CONTRACTOR ACCESS TO FIRE DAMPERS, VALVES, ACCESS DOORS AND F.DURING THE CONSTRUCTION PHASE OF THE PROJECT, ANY ISSUE: SHALL BE INTERPRETED AS MEANING "FURNISHED AND SPECIFIED WILL BE SUBJECT TO REVIEW IN WRITING BY ARCHITECT OR OTHER PERSON NOT HAVING LESS FROM RESPONSIBILITY FOR ERRORS OMISSIONS OR OTHER OTHER EQUIPMENT SERVICE REQUIREMENTS AND/OR OTHER DUCTWORK INSTALLED IS TO BE COMPLETELY SEALED UP INSTALLED BY CONTRACTOR" WITH THE EXCEPTION WHERE PIPING AND/OR DUCTWORK MUST BE REMOVED TO POINT � (5) YEARS EXPERIENCE SUPERVISING THE DEFICIENCIES OR DEVIATIONS IN THE SHOP DRAWINGS TRADES, HANGER TYPES AND INSTALLATION METHODS ARE OF ANY OPENINGS, EITHER AT THE BEGINNING OR END OF DESCRIPTION DATE BY ITEMS ARE 'PROVIDER BY TENANT" SHALL BE INTERPRETED THE TENANT'S CONSTRUCTION MANAGER PRIOR TO OF ORIGIN. CONFIRM THE EXTENT OF DEMOLITION PRIOR FROM THE CONSTRUCTION DOCUMENTS. ACCEPTANCE. THE USE OF ANY UNAUTHORIZED EQUIPMENT TO BID AND INCLUDE IN BID PROPOSAL EXISTING INSTALLATION OF VENTILATING SYSTEMS AND SUBJECT TO LANDLORD CRrrERIA. A DUCT RUN OR AT A BRANCH, COLLAR DIFFUSER OR AS MEANING `FURNIISHED BY TENANT INSTALLED BY SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT AT CONDUCTING SUCH TESTS WILL FILE A CERTIFICATE REGISTER TO AVOID DIRT OR OTHER CONTAMINANTS FROM I ISSUED TO DOH 05.03.17 CP ( ABANDONED PIPES. DUCTS OR EQUIPMENT IN THE FLOOR, AND REPORT OF TEST THAT THE SYSTEM COMPLIES B.AS-BUILTS AND OPERATION INSTRUCTIONS ENTERING THE SYSTEM. CONTRACTOR)% EXCEPT WHERE NOTED OTHERWISE. THE CONTRACTOR'S EXPENSE. EMBEDDED IN CONCRETE OR OTHERWISE INACCESSIBLE C.SUPPORT ALL DUCTWORK AND PIPING FROM BUILDING �: ISSUED FOR CONSTRUCTION 05.05.17 CP ARE TO BE CUT OFF AND SEALED BELOW OR WITHIN WITH THE APPLICABLE LAWS. STRUCTURE AND/OR FRAMING IN AN APPROVED MANNER. -- G.DRAWINGS (PLANS TWD SPECIFICATIONS) ARE F.THE CONTRACTOR SHALL OBTAIN AND COMPLY WITH FLOOR OR WALL LEVEL WHEN THEY ARE NOT REUSED IN A.THE CONTRACTOR SHALL MAINTAIN ONE COPY OF WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT G.IXCEPT WHERE OTHERWISE INDICATED, CONSTRUCT DUCT ISSUED FOR ADDENDUM 1 05.19,17 CP 011 DIAGRAMMATIC AND INDICATE THE GENERAL LOCATION AND DETAILED REQUIREMENTS OF LEASE EXTRACTS FROM THE THIS PROJECT. 3)A STATEMENT WILL BE FILED BY THE OWNER (OR DRAWINGS AND SPECIFICATIONS ON THE JOB SITE TO FASTENING OR SUPPORTS FOR EQUIPMENT, FURNISH SYSTEMS TO 2 INCH WATER GAUGE PRESSURE x: INTENT OF THE MECHANICAL SYSTEMS. LANDLORD AND TENANT. TENANT) IN POSSESSION THAT THE VENTILATING RECORD DEVIATIONS FROM CONTRACT DRAWINGS, SUCH AS ADDITIONAL FRAMING. INSERTS SHALL BE STEEL, SLOTTED CLASSIFICATION (VERIFY WHETHER RETURN OR EXHAUST r °I F. ACTIVE LANDLORD OR OTHER TENANT SERVICES SYSTEM WILL BE KEPT IN CONTINUOUS OPERATION LOCATIONS OF CONCEALED PIPING VALVES AND DUCTS, TYPE AND FACTORY PAINTED. SINGLE ROD SHALL BE DUCT IS POSITIVE OR NEGATIVE PRESSURE). REVISED PER DOH COMMENTS 07.11.17 CP 1)BECAUSE OF THE SCALE OF THE DRAWINGS, IT IS G.COORDINATE LOCATIONS OF ALL AIR OUTLETS WITH ALL ENCOUNTERED IN WORK SHAM BE PROTECTED AND DURING NORMAL OCCUPANCY OF THE PREMISES. REVISIONS, ADDENDUM'S AND CHANGE ORDERS, SIMILAR TO GRINNELL FIG. 281. MULTI-ROD SHALL BE G NOT POSSIBLE TO INDICATE ALL DUCT AND PIPE WALLS, LIGHTS, SPRINKLER HEADS, CEILING TILES AND SUPPORTED. IF EXISTING SERVICES NOT ANTICIPATED SIGNIFICANT DEVIATIONS MADE NECESSARY BY FIELD SIMILAR TO FEE do MASON SERIES 9000 WITH END CAPS ISSUED FOR DOB APPROVAL 03.23.18 CP OFFSETS, FITTINGS AND ACCESSORIES THAT MAY BE DECORATIVE CEILING FIXTURES PRIOR TO INSTALLATION. H.PRESSURE TEST DUCTS FOR LEAKAGE REMAKE LEAKING REQUIRE RELOCATION, CONTACT THE TENANT'S D.FURNISH TO THE TENANT'S CONSTRUCTION MANAGER ALL CONDITIONS, APPROVED EQUIPMENT SUBSTITUTIONS AND AND CLOSURE STRIPS. MAXIMUM LOADING INCLUDING JOINTS AND APPLY SEALANTS AS REQUIRED TO FABRICATE REQUIRED. THE CONTRACTOR SHALL ALLOW IN HIS CONSTRUCTION MANAGER IMMEDIATELY. ALL COSTS FOR CERTIFICATES OF INSPECTION AND FINAL INSPECTION CONTRACTOR'S COORDINATION WITH OTHER TRADES AND PIPES, DUCTWORK CONTENTS AND COVERING SHALL NOT A SYSTEM THAT DOES NOT EXCEED 5 PERCENT LEAKAGE PRICE FOR RQIJIING OF DUCTWORK AND PIPING TO H.ALL MECHANICAL WORK SHALL BE INSTALLED SO AS TO REPAIR OF DAMAGES TO ACTIVE LANDLORD OR OTHER APPROVAL AT COMPLETION OF PROJECT. EXACT ROUTING dF ALL SANITARY AND DOMESTIC WATER EXCEED 75X OF RATED INSERT CAPABILITY. WHEN OR LESS AS STATED BY PRESSURE CLASS RATINGS IN AVOID OBSTRUCTIONS. THE MECHANICAL CONTRACTOR BE READILY ACCESSIBLE FOR OPERATION, SERVICE, TENANT SERVICES DURING CONSTRUCTION SHALL BE PAID PIPING UNDER FLOOR. SUPPORTING FROM BUILDING USE BEAM CLAMPS IN SMACNA STANDARDS. — — MUST OBTAIN APPROVED CONSTRUCTION DRAWINGS MAINTENANCE AND REPAIR. THE CONTRACTOR IS FOR BY THE CONTRACTOR CAUSING THE DAMAGE. 5.CODES AND BUILDING DEPARTMENT NOTES APPROVED MANNER. FROM THE GENERAL CONTRACTOR BEFORE BEGINNING RESPONSIBLE FOR PROVIDING SUFFICIENT ACCESS TO ALL ANY WORK. EQUIPMENT FOR SERVICE. G.TIE-INS AND MODIFICATIONS TO EXISTING LANDLORD A ALL WORK SHALL CONFORM TO THE LATEST ADOPTED B.AT COMPLETION OF THE PROJECT AND BEFORE FINAL I. AS A MINIMUM, CROSSBREAK ALL FLAT SURFACES OR11 APPROVAL. THE CONTRACTOR SHALL MAKE ANY FINAL D.PIPE SUPPORTS: REINFORCE WITH A BEAD APPROXIMATELY 3 8 INCH WIDE 2)WHERE DRAWING, EXISTING SITE CONDITIONS, SERVICES MUST BE DONE WITH MINIMUM INTERRUPTION OF EDITION OF THE LANDLORD'S CRITERIA; STATE, COUNTY CORRECTIONS TO DRAWINGS AND CERTIFY THE ACCURACY BY 3/16 INCH DEEP ON 12 INCH CENTERS TO PREVENT SPECIFICATIONS OR OTHER TRADES CONFLICT OR ARE 1)MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO LANDLORD OPERATION AND DURING HOURS SPECIFIED BY AND LOCAL CODES AND ORDINANCES; THE LATEST OF EACH PRINT BY SIGNATURE THEREON. THE DRAWINGS 1)PROVIDE ADEQUATE SUPPORT FOR PIPE AND VIBRATIONS. UNCLEAR, ADVISE THE GENERAL CONTRACTOR IN ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE THE LANDLORD. THE CONTRACTOR IS RESPONSIBLE FOR EDITIONS OF ASHRAE STANDARDS, THE LIFE SAFETY CODE, ARE TO BE TURNED OVER TO THE TENANT ARCHITECT1. WRITING, PRIOR' TO SUBMITTAL OF BID. THE GENERAL EXTRA COST SHALL NOT BE MADE WITHOUT CONFIRMING EXACT WORKING HOURS OF THIS WORK WITH THE APPLICABLE BUILDING CODE UNDERWRITERS CONTENTS TO PREVENT SAGGING, VIBRATION, OR ., CONTRACTOR IST RESPONSIBLE TO ADVISE THE APPROVAL THE LANDLORD PRIOR TO SUBMITTING THEIR BID. THE LABORATORIES, THE NATIONAL ELECTRICAL CODE, NFPA 54, AND ENGINEER. SWAYING AND ALLOW FOR EXPANSION AND J. INSTAL_ RIGID ROUND AND RECTANGULAR METAL DUCT TENANT'S CONS RUCTION MANAGER, IN WRITING, OF CONTRACTOR SHALL INCLUDE IN THEIR BID, ALL PREMIUM 70. 90A AND 96 AND ALL OTHER APPLICABLE CODES CONTRACTION. PROVIDE SUPPLEMENTAL STEEL AS W� SUPPORT SYSTEMS INDICATED IN SMACNA VARIATIONS TO THE CONTRACT DOCUMENTS PRIOR TO 2)REaIOVABI.E ACCESS TILE AND/OR ACCESS DOOR ARE TIME REQUIRED TO PERFORM MODIFICATIONS DURING ENFORCED BY AUTHORITIES HAVING JURISDICTION. THE C.ON COMPLETION AND ACCEPTANCE OF WORK, THIS REQUIRED WHERE STRUCTURE CANNOT SUPPORT STANDARDS. NO WOOD SHALL BE USED TO SUPPORT OR SUBMISSION OF BID, OTHERWISE, TENANT'S REQUIRED IN HUNG CEILINGS, SHAFTS AND WALLS OTHER THAN NORMAL WORKING HOURS. ALL SUCH WORK CHANGES REQUIRED BY ANY APPLICABLE CODES SHALL BE CONTRACTOR SHALL ALSO FURNISH WRITTEN INSTRUCTIONS, POINT LOADS. BRACE DUCTS. PROVIDE SWAY AND SEISMIC BRACING AS 1*1 CONSTRUCTION MANAGER'S INTERPRETATION OF FOR ALL VOLUME AND FIRE DAMPERS, AUTOMATIC MUST BE COORDINATED WITH THE LANDLORD. INCLUDED IN THE BID. AFTER THE CONTRACT IS ISSUED, EQUIPMENT MANUALS AND DEMONSTRATE TO THE OWNER THE PROPER OPERATION AND MAINTENANCE OF ALL REQUIRED BY STATE AND LOCAL CODES OR BY LANDLORD. .. CONTRACT DOCUMENTS OR CONDITIONS SHALL BE DAMPERS AND ALL OTHER MECHANICAL EQUIPMENT NO ADDITIONAL COST DUE TO CODE ISSUES SHALL BE 2)HANGERS FOR ALL INSULATED PIPING SHALL BE AND DEVICES. HVAC CONTRACTOR TO FURNISH H.EQUIPMENT AND MATERIALS IN TRANSIT SHALL UTILIZE REIMBURSED BY THE TENANT TO THE CONTRACTOR. ANY EQUIPMENT AND APPARATUS FURNISHED UNDER THIS SIZED AND INSTALLED FOR THE OUTER DIAMETER OF FINAL. WITH NO ADDITIONAL COMPENSATION PERMITTED. ACCESS LOCATION REQUIREMENTS TO GENERAL FREIGHT ELEVATOR OR STAIRS. SAID EQUIPMENT OR WORK DONE BY THE CONTRACTOR CAUSING SUCH CONTRACT. INSULATION. INSTALL 6 INCH LONG SPOT CIRCLE K.WHERE DUCTS PASS THROUGH ROOFS, FLOORS AND FIRE CONTRACTOR. MATERIALS SHALL BE DISASSEMBLED AS REQUIRED TO VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR. GALVANIZED SADDLE BETWEEN THE HANGER AND THE RATED PARTITIONS, PROVIDE AS MINIMUM 1-1/2 INCH BY H.THE LAYOUT SHOWN( ON THE DRAWINGS IS BASED ON A MEET THE RESTRICTIONS IMPOSED BY THE BUILDING 0R 1-1/2 INCH BY 1/8 INCH STEEL ANGLE FRAMES AT T, PARTICULAR MAKE OF EQUIPMENT. IF ANOTHER MAKE OF 1)EACH OPERATION AND MAINTENANCE MANUAL FOR ALL PIPE INSULATION. EACH SIDE OF OPENING. THE ANNULAR SPACE BETWEEN x. EQUIPMENT IS USES► WHICH REQUIRES NODIFICAMON OR 3)ACCESS TILE IDENTIFICATION: PROVIDE BUTTONS, ITS COMPONENT CONSTRAINTS AND THEN REASSEMBLED IN B.THE LATEST RULES OF THE NYC BUILDING CODES ARE TO EQUIPMENT FURNISHED ON THE JOB SHALL BE DUCT AND ANGLE FRAMES SHALL BE CAULKED WITH CHANGE OF ANY DESCRIPTION FROM THE DRAWINGS OR TABS, AND MARKERS TO IDENTIFY LOCATION OF THE NEW WORK AREA. BE COMPUED WITH. BOUND TOGETHER IN A 3 INCH, THREE RING BINDER. 3)HANGERS AND PIPING OF DISSIMILAR METALS SHALL SILICONE SEALANT OR FIREPROOFED AS REQUIRED BY THE SPECIFICATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE CONCEALED VALVES, DAMPERS AND EQUIPMENT. THE BINDER SHALL INCLUDE BUT NOT BE LIMITED TO BE DI-ELECTRICALLY SEPARATED FROM ONE ANOTHER. ASSEMBLY FIRE RATING. CONTRACTOR TO PROVIDE FIRE OR g_ AS PART OF THIS WORK, FOR MAKING ALL SUCH I. ALL WORK SHALL BE DONE WITH A MINIMUM OF NOISE C.ALL FIRE DAMPERS ARE TO BE OF TYPE APPROVED BY INSTALLATION, MAINTENANCE AND OPERATING COMBINATION FIRE / SMOKE DAMPERS AT EACH °` MODIFICATIONS AND CHANGES, INCLUDING THOSE INVOLVING I. THE CONTRACTOR SMALL DO ALL CUTTING, CORE DRILLING, AND DISTURBANCE TO BUSINESS ROUTINE ALL WORK THE BOARD OF FlRE UNDEWRITERS. WHERE ENTERING OR INSTRUCTIONS, PAMPHLETS OR BROCHURES, REVIEWED PENETRATION WHERE REQUIRED BY CODE. OTHER TIRADES WITH THE COST THEREOF INCLUDED IN CHASING, OR CHANNELING AND PATCHING REQUIRED FOR SCHEDULES SHALL BE COORDINATED WITH AND APPROVED LEAVING RATED WALLS, RATED SWIFT FIRE AMPERS ARE SHOP DRAWINGS AND WARRANTIES OBTAINED FROM 4)HORIZONTAL PIPING TO BE SUPPORTED BY FORGED "` THE BID. IN SUCH CASE, CONTRACTOR SHALL SUBMIT ANY WORK UNDER THIS CONTRACT. CUTTING SHALL HAVE BY, THE TENANTS CONSTRUCTION MANAGER. TO BE EQUIVALENT TO THE WALL RATING. EACH MANUFACTURER OF PRINCIPAL ITEMS OF STEEL ADJUSTABLE CL.EVIS TYPE HANGER. MAXIMUM DRAWINGS AND SPECIFICATIONS PRIOR TO STARTING WORK PRIOR APPROVAL BY THE TENANT'S CONSTRUCTION EQUIPMENT. SPACING AS FOLLOWS: L ALL TRAVERSE JOINTS AND SEAMS IN SUPPLY AIR DUCT SHOWING ALL SUCH MODIFICATIONS AND CHANGES. THE MANAGER AND THE LANDLORD OR LANDLORD'S J. SINCE THESE ARE SECURE FLOORS, ALL DELIVERIES, D.SMOKE AND FIRE DETECTION SYSTEMS TO BE INSTALLED SHALL BE SEALED AIR TIGHT WITH DAP CMC DUCT DO NOT SCALE PLANS WORKERS, WORK OPERATORS, ETC., REQUIRED BY THE IN ACCORDANCE WITH THE BUILDING ADMINISTRATIVE CODE SEALER. JOINTS ALSO SHALL BE RIVETED OR CONNECTED ` PROPOSAL SHALL BE SUBJECT TO THE APPROVAL OF THE REPRESENTATIVE. PATCHING SHALL MATCH FINISH OF 2)THE INSTRUCTION BOOKLET SHALL BE ORGANIZED IN o)STEEL 1 IN. AND SMALLER: 7 FT. CONTRACTOR FOR WORK PERFORMED IN ANY AREA OR AND REFERENCE STANDARDS. WITH SHEET METAL SCREWS. „ "' '•<. .:.:..::. ::>.:::::.. .: ,< __.:_. cmr...,-: ,r::..:.::.::::::..:..:::::::....:.,,::.,... :,.�.. , '° TENANT'S CONSTRUCTION MANAGER. SURROUNDING AREA. SECTIONS, WITH ONE SECTION PER SYSTEM, THE < ARCHITECT OF RECORD .. SITE BUILDING SHALL BE IN STRICT CONFORMANCE TO COVER OF THE INSTRUCTION BOOKLET SHALL BEAR b I. INSURANCE: IN ACCORDANCE WITH BUILDING J.SEAL OPENINGS AROUND DUCTS AND PIPING THROUGH THE RULES AND REGULATIONS OF THE OWNER. E.ALL EQUIPMENT SUPPLIED FOR THIS PROJECT REQUIRING ) STEEL 1-1/4 IN, AND LARGER: 10 FT. THE NAME ADDRESS AND PHONE NUMBER OF THE M. SOFT ELASTOMER BUTYL GASKETS WITH ADHESIVE Terjesen Associates Architects NYC APPROVAL SHALL HAVE MEA OR BSA APPROVAL ' REQUIREMENTS AND SHALL INCLUDE A HOLD HARMLESS PARTITIONS, WALLS AND FLOORS (NOT IN SHAFTS) WITH PROJECT, ARCHITECT, ENGINEER, MECHANICAL BACKING SHALL BE USED TO SEAL FLANGED JOINTS. � K.CONTRACTOR SHALL PROTECT THEIR WORK AND NUMBERS. c)COPPER 3 IN. AND SMALLER: 7 Fl. 11 CLAUSE FOR OWNER AND ENGINEER. MINERAL WOOL OR OTHER NONCOMBUSTIBLE MATERIAL CONTRACTOR AND SUBCONTRACTORS. EQUIPMENT FROM DAMAGE, VANDALS, ETC. ANY ITEM THAT ..: 248 West 35th Street 11 th Floor New York, NY 1 000 1 0 J.SPECIFICATIONS ARE: OF SIMPLIFIED FORM AND INCLUDE K.PROVIDE ALL NECESSARY FLASHING AND COUNIERFLASHING IS DAMAGED, VANDALIZED OR STOLEN PRIOR TO g,WARD N.DUCT TRANSITIONS SHALL NOT EXCEED 30 DEGREES ACCEPTANCE OF BUILDING BY OWNER AND ARCHITECT 3) THE CONTRACTOR SHALL GIVE THREE COPIES OF d)ADDITIONAL SUPPORTS AT CHANGES IN SLOPE EXCEPT AS SPECIFICALLY NOTED OTHERWISE 212.239.1526 Fax: 212.736.7899 INCOMPLETE SENTENCES. WORDS OR PHRASES SUCH AS TO MAINTAIN THE WATERPROOFING INTEGRITY OF THIS DIRECTION. RUNOUTS, AND CONCENTRATED LOADS _: "THE CONTRACTOR SHALL,` 'SHALL BE." "FURNISH," SHALL BE REPLACED BY RESPECTIVE CONTRACTOR AT NO A THE MECHANICAL CONTRACTOR SHALL INCLUDE IN THE THE INSTRUCTIONS TO THE OWNER AND ONE COPY DUE TO VALVES, ETC. E-mail: info@terjesenarchitects.com AS REQUIRED BY THE INSTALLATION OR REMOVAL @terjesenarchitects.com "PROVIDE," "A," "THE,' AND `ALL" HAVE BEEN OMITTED CHARGE TO TENANT. PROPOSAL A ONE YEAR GUARANTEE, WARRANTY ON ALL TO THE ENGINEER. 0.PROVIDE ACCESS TO ALL MOTORIZED DAMPERS, FIRE OF PIPES. DUCTS, LOUVERS, CONDUIT. AND EQUIPMENT. EQUIPMENT AND MATERIAL INSTALLED OR REFURBISHED, DAMPERS. FlRE :. Q,.. ..,,,.,,,<..,.::::::„<::.;:..;:;.y......:.<......:_<:..<;.... ::..:>,,.,,. ...<; ,.... _::::::.::::.. .:.. ._ .:.. ... .... FOR BREVITY. PROVIDE EQUIPMENT CURBS AND DUNNAGE STEEL AS / SMOKE DAMPERS, CONTROLS AND MECHANICAL ENGINEER REQUIRED. L IT IS SPECIFICALLY THE INTENTION OF THIS SPECIFICATION ALL MATERIALS AND WORK UNDER THE CONTRACT AND 9,INDOOR AIR QUALITY 5)VERTICAL PIPING: OTHER ITEMS IN DUCTWORK THAT REQUIRE SERVICE OR TO HOLD THE CONTRACTOR RESPONSIBLE FOR ALL SHALL MAKE GOOD REPAIR OR REPLACE AT THEIR OWN INSPECTION. LAY-IN SUPPLY AND RETURN AIR DIFFUSERS ` K.DEFINITIONS: L MATERIALS AND WORKMANSHIP, UNLESS OTHERWISE NOTED, DAMAGE DONE TO ANY EXISTING FACILITIES, EQUIPMENT, EXPENSE, ANY DEFECTIVE WORK, MATERIAL OR EQUIPMENT A,NO ANALYSIS HAS BEEN MADE WITH REGARD TO SOURCES a)BASE ELBOW SUPPORT WITH BEARING PLATE ON GRILLES AND REGISTERS WITH PLASTER FRAMES MAY BE qs�� 1. i. SHALL BE IN ACCORDANCE WITH BUILDING STANDARDS. PAINTING, OR ARCHITECTURAL AND STRUCTURAL FEATURES WHICH MAY BE DISCOVERED WITHIN A PERIOD OF 12 USED AS ACCESS LOCATIONS. I 1)`PROVIDE”: TO SUPPLY, INSTALL AND CONNECT UP OF THE BUILDING, BY EITHER THEIR OWN WORKMEN OR MONTHS FROM THE DATE OF WRITTEN ACCEPTANCE OF OR POTENTIAL SOURCES OF INDOOR OR OUTDOOR AIR STRUCTURAL SUPPORT. 110 William Street 32nd Floor New York, NY 10038 COMPLETE AND READY FOR SAFE AND REGULAR �- MATERIAL AND EQUIPMENT TO BE NEW UNLESS BY ANY OF THEIR SUBCONTRACTORS. THE CONTRACTOR CONTAMINANTS OR LEVELS OF CONTAMINATION. : OPERATION THE: PARTICULAR WORK REFERRED TO OTHERWISE NOTED AND SHALL BE IN ACCORDANCE WITH THE INSTALLATION BY THE TENANT'S CONSTRUCTION P.USE FLAT TRANSVERSE SEAM FOR DUCTWORK WHERE 212.257.6190 Fax: 212.994.8091 SHALL REPAIR ANY DAMAGE DONE BY THEIR OWN MANAGER. b)GUIDES AT EVERY SECOND FLOOR (SPACING NOT BUILDING STANDARDS. SPACE AVAILABLE DICTATES. UNLESS SPECIFICALLY OTHERWISE NOTED. WORKMEN OR SUBCONTRACTORS AND THE OWNER AT B.IT IS THE RESPONSIBILITY OF THE GENERAL AND TO EXCEED 25 FT). www.EPENGINEERING.com M.COORDINATE ROOF PENETRATIONS WITH WORK OF OTHER THEIR DISCRETION. MAY WITHHOLD PAYMENTS EQUAL TO B. CASE OF REPLACEMENT OR REPAIR OF EQUIPMENT DUE MECHANICAL CONTRACTOR TO INFORM THE TENANT'S _... __.. 2)"INSTALL": TO ERECT, MOUNT AND CONNECT THE REASONABLE COST OF THE REPAIRS. TO FAILURE WITHIN THE GUARANTEE PERIOD THE REPRESENTATIVE LANDLORD AND TENANT'S ARCHITECT IF Q.ACCESS DOORS IN DUCTS: INSULATED OR UNINSULATED, STRUCTURAL ENGINEER COMPLETE WTIFI RELATED ACCESSORIES. SECTIONS AND WITH FLASHING REQUIREMENTS. c) TOP SUPPORT HANGER OR SADDLE IN SAME AS DUCT. GUARANTEE ON THAT PORTION OF WORK SHALL BE ANY SOURCE OR POTENTIAL SOURCE OF INDOOR AIR MECHANICAL CONTRACTOR TO NOTIFY OWNER PRIOR TO HORIZONTAL CONNECTION WITH PROVISIONS FOR Engineering Firm M.THIS CONTRACTOR OR THEIR WORKMEN SHALL NOT BE EXTENDED FOR A PERIOD OF 12 MONTHS FROM THE DATE CONTAMINATION IS IDENIFlED. 3)"FURNISH" OR "SUPPLY": TO PURCHASE, PROCURE, STARTING WORK TO VERIFY COMPLIANCE WITH BOND AND PERMITTED TO USE ANY PART OF THE EXISTING BUILDING EXPANSION. . WARRANTY OF EXISTING ROOF. OF SUCH REPLACEMENT OR REPAIR. THIS GUARANTEE, 1)PROVIDE MINIMUM 20 IN. X 14 IN. ON MAIN DUCTS, Address '° ACQUIRE AND DELIVER COMPLETE WITH RELATED AS A SHOP WITHOUT THE APPROVAL OF THE OWNER AND WARRANTY IS TO INCLUDE ALL LABOR, MATERLAL, PARIS, C.PRIOR TO ENCLOSING SPACES SUCH AS PLUMBING AND 12 IN. X 12 IN. ON BRANCH DUCTS UNLESS ' ACCESSORIES. ARCHITECT. ETC. NECESSARY TO MAJNTAIN THE SYSTEM IN d}INTERMEDIATE STEEL RISER CLAMP SUPPORT OTHERWISE APPROVED, AT FlRE DAMPERS, AND AT Phone Fax, N.RUN DUCTS AND PIPING CONCEALED, UNLESS OTHERWISE CHASES AIR SHAFTS AND RETURN AIR PLENUMS CLEAN SPECIFIED AND CLEAR OF CEILING INSERTS. SATISFACTORY OPERATION FOR A PERIOD OF ONE YEAR ALL AREAS THOROUGHLY. THE CONTRACTOR SHALL BOLTED AND WELDED TO PIPE BEARING ON ALL DUCT ACCESSORIES SUCH AS HUMIDIFIERS DUCT E-mail: 4)"WORK": LABOR, MATERIALS. EQUIPMENT, APPARATUS, N.WHERE THE WORK MAKES TEMPORARY SHUTDOWN OF STARTING FROM THE DATE OF ACCEPTANCE OF THE STRUCTURAL STEEL OR BEARING PLATE AT GUARANTEE THAT THE PLENUM CHAMBER USED FOR SMOKE DETECTORS, AUTO DAMPERS, AND LOUVERS. ... £... ::;;„�... .. ,, .. K:.;..;; ::.. ., ,:.:,: CONTROLS, ACCESSORIES AND OTHER ITEMS REQUIRED O,INTERNAL AIRFLOW DIMENSIONS ARE SHOWN FOR DUCTS. SERVICES UNAVOIDABLE, THEY SYSTEM BY THE TENANT. RECIRCULATING OF AIR WILL BE OF TIGHT CONSTRUCTION FLOOR. PROJECT � FOR PROPER AND COMPLETE INSTALLATION. OR AT SUCH TIMES AS WILL CAUSE THE LEAST t INCREASE DUCT SIZE AS NECESSARY TO MAINTAIN FREE INTERFERENCE WITH THE ESTABLISHED OPERATING AND THAT ALL SOURCES OF CONTAMINATION FROM TRAPS, 2)ALL ACCESS DOORS TO BE HINGED, WITH LATCH FLOW AREA INDICATED. C.ANY EQUIPMENT LISTED WITH SPECIAL WARRANTIES ON SOIL STACKS, DOWNSPOUTS, VENTS, EXHAUST DISCHARGES 12 ACCESS DOORS SIMILAR TO VENTLOCK NO. 100. ROUTINE THE PLANS SHALL BE PROVIDED WITH EXTENDED 1 5) CONCEALED : EMBEDDED IN MASONRY OR OTHER AND OTHER SOURCES WILL BE ENCLOSED SO THAT NO U T H O L D ASC CONSTRUCTION, INSTALLED IN FURRED SPACES, WITHIN P,DIFFUSER SIZES SHOWN ARE NECK SIZES. REGISTERS WARRANTIES AS SUCH. CONTAMINATED AIR WILL BE RECIRCULATED. A FURNISH STEEL ACCESS DOORS AND FRAMES. MINIMUM 16 '.. DOUBLE PARTITIONS OR HUNG CEILINGS, IN 0.THIS CONTRACTOR SHALL ARRANGE THE WORK SO AS TO R.TURNING VANES: GALVANIZED STEEL SMALL AND GRILLE SIZES ARE NOMINAL INCHES BY 20 INCHES OR AS REQUIRED FOR ADEQUATE 700 B O I SS EA U AVE N U E TRENCHES, IN CRAWL SPACES, OR IN ENCLOSURES. ASSURE THAT SERVICES WILL BE SHUT DOWN ONLY 7,SHOP DRAWINGS DOUBLE-THICKNESS VANES WITH 2 IN. INSIDE RADIUS. DURING THE TIME ACTUALLY REQUIRED TO MAKE THE D.PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES SHUT ACCESS TO THE GENERAL CONTRACTOR FOR ALL SOUTHOLD NY Q.PROVIDE 36" CLEARANCE IN FROM OF ALL ELECTRIC NECESSARY CONNECTION TO THE EXISTING WORK. THIS OFF THE (HVAC SYSTEM, BLOCK OFF ALL AIR GRILLS, LOCATIONS WHERE NECESSARY TO PROVIDE ACCESS TO ' 6)"EXPOSED": NOT INSTALLED UNDERGROUND OR CONTROL PANELS PER N.E.C. AND MFG. REQUIREMENTS. A SUBMIT THREE COPIES OF SHOP DRAWINGS FOR ALL CONCEALED VALVES AND OTHER EQUIPMENT REQUIRING S.AUTOMATIC DAMPERS: COMPLETE WITH LINKAGE AND CONTRACTOR SHALL. GIVE AMPLE WRITTEN NOTICE IN ITEMS LISTED BELOW TO EACH THE ENGINEER AND DIFFUSERS AND OTHER OPENINGS OUTSIDE THE IMMEDIATE 'CONCEALED' AS DEFINED ABOVE. ELECTRIC OPERATOR. OPPOSED BLADE DAMPER OR ADVANCE TO THE OWNER OF ANY REQUIRED SHUT DOWN. ARCHITECT FOR REVIEW PRIOR TO ORDERING CONSTRUCTION AREA. OPENINGS TO ADJACENT TENANT SERVICE OR INSPECTION. LOCATION, TYPE, SIZE AND :. R.MOUNT THERMOSTATS 4'-0" (ADA COMPLYING), SPACES SHALL BE COVERED WITH FILTER MEDIA TO NUMBER WILL BE DETERMINED BY THE CONTRACTOR AND GALVANIZED STEEL MIN. 4 IN., MAX. 8 IN. WIDE WITH -- < -r :: <: :. . ^-, : .., . 7)"SIMILAR° OR `EQUAL": EQUAL IN MATERIALS, THERMOSTAT SENSORS 5'-0" ABOVE FINISHED FLOORS P•ALL MOTORS, FANS, CONTROLS, FIXTURES, HVAC UNIT, EQUIPMENT/ITEMS. PREVENT DUST AND OTHER AIRBORNE CONTAMINANTS APPROVED BY THE TENANT CONSTRUCTION MANAGER TO COMPRESSIBLE EESCSTEEVL TO LINKAGE MIQ LEAKAGE. �SHAFT WITH DRAWING TITLE WEIGHT, SIZE, (DESIGN AND EFFICIENCY OF SPECIFIED AND SET DATE, TIME, TEMPERATURE, ETC. TURN OVER DUCTWORK AND OTHER EQUIPMENT FOR USE IN THIS FROM PASSING TO ADJOINING SPACES. SUIT EQUIPMENT REQUIREMENTS. GENERAL. CONTRACTOR NYIAN OR OIL-IMPREGNATED BRONZE BEARINGS. MOTOR MECHANICAL : PRODUCT, OPERATING INSTRUCTIONS TO TENANT REPRESENTATIVE. CONTRACT SHALL BE PROTECTED BY TARPAULIN OR BY 1)DUCTWORK LAYOUT AND SHEET METAL DESIGNS. WILL INSTALL ACCESS DOORS MID FRAMES. WITH SUFFICIENT POWER TO LIMIT LEAKAGE TO 10 CFM SPECIFICATIONS THERMOSTATS SHALL BE PROVIDED WITH KEY OPERATED BOXING AS SOON AS DELIVERED TO THE SITE AND SHALL 2)AIR OUTLETS E.CONTRACTOR TO PROVIDE TEMPORARY COOLING DURING PER SQ FT. LINKAGE Td WITHSTAND LOAD EQUAL TO B)"TENANT": REFERS TO PARTY WITH WHICH THE SECURITY COVERS AND DESCRIPTIVE NAMEPLATES. BE KEPT CLEAN AND DIRY. THE MOTORS, UNITS, FIXTURES, FINISH STAGES OF CONSTRUCTION TO ENSURE PROPER B.ACCESS DOORS LOCATED IN FIRE-RATED WALLS, FLOORS, TWICE THE MAXIMUM OPERATING FORCE WITHOUT CONTRACTOR IS IN AGREEMENT WITH. FANS, DUCTWORK AND MOVING PARTS SHALL BE KEPT ACCLIMATION OF FINISH MATERIALS. CEILING-FLOOR, OR CEILING-ROOF ASSEMBLIES SHALL BE pEFLECTION. DAMPER MOUNTED IN WELDED STEEL It Q F 3 i. S.SYSTEM CLEANOUT COVERED SO AS TO ELIMINATE DIRT, DUST AND OTHER 3)AIR BALANCE REPORT. FIRE RATED, U.L LISTED AND LABELED. L PUNCH LIST - ASIDE FROM NORMAL INTERIM INSPECTIONS1. CHANNEL FRAME. MATERWLS ENTERING THE PARTS DURING ERECTION AND OF WORK IN PLACE, THE TENANT SHALL HAVE THE RIGHT 1)UPON COMPLETION OF INSTALLATION. CLEAN ENTIRE CONSTRUCTION WORK ON THE BUILDING. SHOULD IT BE 4)PIPING LAYOUT (INCLUDING REFRIGERANT). F. CONTRACTOR TO INSTALL TEMPORARY EXHAUST SYSTEM TO ? :snore:... .:aae<,:.. ..:::«::::..:::::::::.::::::.:::::.::�.....,::;�,r:<..ree.— ..•... ..««::,.:.. .:::a,�a'::.. ,. tt.'_ .:a.: 1 .tt • C.ACCESS DOORS SHALL BE FLUSH TYPE MANUFACTURED ;'' TO HAVE AN INDEPENDENT HVAC CONTRACTOR OR SYSTEM BEFORE INSTAWNG AIR dUTU_TS. FOUND THAT ANY PARTS ARE DAMAGED DUE TO VENTILATE CONSTRUCTION SITE AND KEEP SITE UNDER � T.ALUMINUM DUCTWORK: ALL OUTSIDE AIR, EXHAUST, AND DATE CONTRACTOR TO PROVIDE A CERTIFICATION THAT CARELESSNESS ON THE PART OF THE CONTRACTOR IN 5)VIBRATION ISOLATION. FROM 14 GAUGE STEEL, COMPLETE WITH FLUSH FLANGE . ENGINEER INSPECT THE FINISHED WAC INSTALLATION SLIGHT NEGATIVE PRESSURE DURING ALL HOURS OF RELIEF DUCTWORK WITHIN 5 FT OF LOUVERS SHALL BE UPON COMPLETION FOR COMPLIANCE WITH THE PLANS, CLEANING WAS ACCOMPLISHED PRIOR TO PROJECT NdT PROVIDING PROPER PROTECTION, SUCH PART OR CONSTRUCTION, EVEN IF AFTER NORMAL BUSINESS HOURS. TYPE FRAMES MANUFACTURED FROM 16 GAUGE STEEL, ALUMINUM WITH SEAMS SEALED WATERTIGHT WITH ALCOR 7/10117 CLOSEOUT. PARTS SHALL BE REPLACED EIY THE CONTRACTOR AT 6 AUTOMATIC CONTROL SYSTEMS AND DEVICES. PROVIDED WITH ANCHORS. ACCESS DOORS SHALL BE SPECIFICATIONS AND CODES. THE INSTAWNG CONTRACTOR ALUMINASTIC TYPE C SEAM SEALER OR SOLDER. PITCH WILL BE RESPONSIBLE TO BRING ALL ITEMS REPORTED BY } SUITABLE FOR INSTAWATION IN WALL OR CEILING PROJECT NUMBER THEIR OWN COST AND EXPENSE. ALL OPENINGS IN DUCTS, G.CONTRACTOR TO INSTALL TEMPORARY BARRIERS TO MATERIALS SHOWN IN ROOM FINISH SCHEDULES. PROVIDE DUCTWORK TOWARDS LOUVER. IN THE INDEPENDENT 14VAC CONTRACTOR OR ENGINEER UP 2)FILTERS MUST BE IN UNITS AT ANY TIME FANS ARE PIPING, CONDUITS. ETC., SHALL BE PROPERLY PROTECTED 7 EXHAUST FANS, PROTECT ADJACENT SPACES FROM DUST, PARTICULATES, 2017.025 TO PIANS AND SPE:CIFlCATIONS REQUIREMENTS AT NO ) ACCESS DOORS FOR All CONCEALED VALVES, VENTS, ADDITIONAL COST T() THE TENANT. THE FINAL ACCEPTANCE OPERATED. WITH TEMPORARY CAPS OR PLUGS AT ALL TIMES. VAPORS AND NOISE. WHERE TEMPORARY BARRIERS ARE D,e,Mp�� FlRE DAMPERS, EXPANSION JOINTS, PULL U.WIRE MESH SCREEN (WMS): NO. 16 USSG, 3/4 SQUARE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED INSTALLED ALWAYS MAINTAIN FIRE EXITS AND EXfTWAYS. DRAWN BY 3.EXISTING SPACE CONDITIONS, DEMOLITION, AND USE OF THE Q.INVESTIGATE EACH SPACE THROUGH WITH EQUIPMENT MUST B)AC UNITS AND ACCU'S. BOXES, SHOCK ABSORBERS, DRAINS, MOTORS, FANS, MESH, IN 1 IN. WIDE GALVANIZED STEEL ENCLOSING HIS EQUIPMENT. EWANCED THE VARIOUS SYSTEMS, SPACE BE MOVED. WHERE NECESSARY, EQUIPMENT SHALL BE PUMPS AND ANY OTHER ITEM REQUIRING SERVICE DOORS FRAME FLANGED DUCT OPENING TO RECEIVE FRAME t; !�- DRWN i. DEMONSTRATED THAT IT FULFILLS THE REQUIREMENTS OF 10. SLEEVES IN PIASTER OR CONCRETE SURFACES SHALL HAVE A I° THE DRAWINGS AND SPECIFICATIONS AND HAS FURNISHED SHIPPED FROM MANUFACTURER IN SECTIONS OF SIZE RECESSED DOOR WITH CONCRETE OR PLASTER FACING. Y.VOLUME DAMPERS: �(aED Chi SCALE A BEFORE SUBMfTT1NG A FINAL PROPOSAL THE CONTRACTOR SUITABLE FOR MOVING THROUGH AVAILABLE RESTRICTIVE 9)DUCT HEATERS. DOORS IN CARPETED OR TILED AREAS SHALL BE ,. ALL THE REQUIRED CERTIFICATES OF INSPECTION AND SHALL EXAMINE THE SITE OF THE PROPOSED WORK TO SPACES. ASCERTAIN FROM BUILDING OWNER AT WHAT A THE CONTRACTOR SHALL PROVIDE SLEEVES TO PROTECT .� �- AS NOTED APPROVAL EQUIPMENT OR FACILITIES IN THE INSTALLATION. EACH RECESSED WITH TILE FACING. NO ACCESS DOORS ARE C9 n DETERMINE THE EXISTING CONDITIONS THAT MAY AFFECT TIMES OF DAY EQUIPMENT MAY BE MOVED THROUGH ALL 1)PROVIDE MANUAL LOCKING QUADRANT VOLUME cv -A THE PROPOSAL IF DISCREPANCIES ARE NOTED BETWEEN AREAS. 10}ELECTRIC HEATERS SLEEVE SHALL EXTEND THROUGH ITS RESPECTIVE FLOOR, REQUIRED IN 2 X 2 AND 2 X 4 LAY-IN ACOUSTIC TILE CONTROL DAMPERS WITH HANDLE OPERATORS AT tr U DRAWING NUMBER 2.GENERAL REQUIREMENTS AND SCOPE OF WORK THE DOCUMENTS AND THE EXISTING CONDITIONS THE WALL, OR PARTITION AND SHALL BE CUT FLUSH WITH CEILING. PROVIDE COLORED PINS TO DENOTE ACCESS DUCT BRANCHES AND RUN OUTS. AND AT REGISTER A K °µ m EACH SURFACE EXCEPT SLEEVES THAT PENETRATE THE TILES. FURNISH FACTORY MADE METAL ACCESS DOORS ,.; I'll ARCHITECT SHALL BE NOTIFIED AND THE CONTRACTOR R.THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND r r GRILLE AND DIFFUSER NECKS IN SUPPLY. RETURN A1. .THE CONTRACTOR SHALL PROVIDE ALL LAL30R, MATERIALS, SHALL RECEIVE CLARIFICATION BEFORE SUBMITTING A BID0o , MATERIALS, AND ALL PARTS OF THE BUILDING, EXTERIOR II)VAV BOXES FLOOR, WHICH SHALL EXTEND 2 INCHES ABOVE THE COMPLETELY FLUSH, ALLAN HEAD SCREWDRIVER AND EXHAUST DUCTWORK WHETHER SHOWN OR NOT. kp C128g 9-, "I�� EQUIPMENT1. :1 , SERVICES, TOOLS, TRANSPORTATION, THE SUBMISSION OF A PROPOSAL SHALL INDICATE THAT SPACES AND ADJACENT STREETS, SIDEWALKS AND FLOOR. OPERATED, WITH FRAMES AND CAM—TYPE CATCH WITH �1 yC STAINLESS ESS STEEL STUD. DOORS SHALL BE NOT LESS THAN t OF=N� M =800 � —.�� : :: . .:: SEAL SHEET N0. 10 OF .. .......... a. ........ ... ....... : ........... .z w .... ........ ..a... ......... ..... .. s.. .2 .....: .. ,:::.:. <.eQpy ...... .. .... .. ...�:...,...:...: .:..., ., .:..:.:::. ..:.,: ::'. :. :...�.. .. ., ... ....,...: .,,.._.......... ....... ....s... .. ... ., <,:.. ,««::.. ............... ..., .,..:,,. .,:. 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N,. ....C...........,.r. ......... 1111.. ................ .. �`� ... 1111 .. .......... 1111..1111.. 1111. $ S ,k ........... ... ::::.::... ... 111::1:;:::. u'::;.:.......��c..1^. .,: .. ., �:�� £ ::'&K.�:r' ':Kfii:' '::�:.:a ::;.�':':: :ii�b�.'�'.i.. ..,::�':�. (N.FY�i:' s'::si::�:�.:.`:`::/.�:r.�"..,:.'.::.�'.'''..........1111.,.1111.. ............... �:. :ASF,.. ... ... ..Js �' ..mss."... .:::�.:: Aw': p .., '- 2)VOLUME DAMPERS SHALL BE GALVANIZED STEEL, PER 2)VIBRATION ELIMINATOR CO. WITH ADHESIVE. USE VAPOR BARRIER TAPE AND FIRST TAKEOFF. ONCE ACTIVATED, THE SMOKE DETECTOR ::: SMACNA "LOW VELOCITY MANUAL," EXCEPT PROVIDE C.ALL SOUNDUNING, ADHESIVES, FACES AND ACCESSORIES 1)AMERICAN SOCIETY OF MECHANICAL ENGINEERS F. PITCH WATER PIPING EXCEPT AS NOTED: VAPORSEAL ADHESIVE WHERE REQUIRED. STAPLES WILL SHUT DOWN HVAC UNIT. V NOT PERMUTED. REFRIGERANT PIPING INSULATION .: BEARING AT ONE END OF DAMPER ROD AND TO BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S 3)KQRFUND DYNAMICS CORP. (ASME)• SHALL HAVE MITERED FITTINGS. _....... ........ ,... .............. .......... ......... ,_,,. __. ,_... Q EW AT OTHER RECOMMENDATIONS, EXCEPT AS OTHERWISE NOTED. 1)UP TO 1 IN.: 1 IN. IN 40 FT. D.SMOKE DETECTORS SHALL HAVE THEIR OWN REMOTE KEY `' END. FOR INSULATED DUCTS, QUADRANTS MOUNTED 20. DUCTWORK INSULATION 2)AMERICAN SOCIETY FOR TESTING AND MATERIALS TEST STATION SYSTEM WITH AUDIBLE AND VISUAL ALARM, I ON COLLAR TO CLEAR INSULATION. INSTALL WITH 18. SYSTEM TESTING, ADJUSTING AND BALANCING 3)ALL INSULATION AND VAPOR BARRIERS SHALL BE SIMPLEX MODEL 4098-9842 OR APPROVED EQUIVALENT. 1 :. LEVERS ACCESSIBLE. {�)• 2)1-1/2 IN. AND LARGER; 1 IN. IN 100 FT. CONTINUOUS PASSING THROUGH SLEEVES, HANGERS, ALARM TO HAVE CANDELA SETTING OF 75 AND A HIGH 1 A.INSTALL INSULATION PRODUCTS IN ACCORDANCE WITH ETC. OR OTHER OPENINGS. PROVIDE SADDLES OR VOLUME HORN TONE SETTING. ;, 7 ' 3)WHE:T2E ACCESS TO BALANCING DAMPER IS S C LLC �1 A.TESTING, ADJUSTING AND BALANCING OF ALL WORK SHALL MANUFACTURER'S WRITTEN INSTRUCTIONS AND IN 3)AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI). 23. CONDENSATE DRAIN PIPING SHIELDS FOR PROTECTION. ,. RESTRICTED OR IN AREAS WITH SHEETROCK CEILINGS, BE COMPLETED BY AN INDEPENDENT CONTRACTOR WHO IS ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES. 700 gOISSEAU AVE, SOUTHOLD, NY CURRENTLY UCENSED BY THE ASSOCIATED AIR BALANCING E.THE SUPPLY FAN AND ALL ASSOCIATED EQUIPMENT SHALLW°,,.......r,w.°. .. nom" .. YOUNG RECrUTATORS SHALL BE USED. INSULATION MUST COMPLY WITH NEPA 90A. 4 MANUFACTURERS STANDARDIZATION SOCIETY OF THE A.PIPE: ASTM 888, HARD DRAWN COPPER TUBING TYPE ... COUNCIL (AABC) OR NATIONAL ENVIRONMENTAL BALANCING ) 4)INSUlAT10N FOR STRAINERS OR OTHER FTrI1NGS OR STOP AND ALL DAMPERS SHALL RETURN TO THEIR r w. BUREAU (NEBB). NO OTHER BALANCE REPORTS WILL BE B.REINSULATE ALL DUCTWORK AND PIPING WHICH IS VALVE AND FITTING INDUSTRY (MSS). "L- ACCESSORIES REQUIRING SERVICING OR INSPECTION "NORMAL` POSITIONS IF PRODUCTS OF COMBUSTION ARE 4)ALL RECTAI'TGULAR DAMPERS IN OUTSIDE AIR AND REVIEWED OR ACCEPTED. ALL BALANCING WORK MUST BE EXISTING AND DAMAGED DURING CONSTRUCTION OR SHOWN SHALL HAVE INSULATION REMOVABLE AND DETECTED. RESET FOR THE SMOKE DETECTOR SHALL BE RELIEF AIR DUCTS ARE TO BE OPPOSED BLADE TYPE. COMPLETE AND DONE IN ACCORDANCE WITH THE MOST C.ALL PRESSURIZED PIPING TO BE TESTED HYDROSTATICALLY B.FITTINGS: SOLDERED JOINT FITTINGS, 95 5 SOLDER. REPLACEABLE WITHOUT DAMAGE. AT THE FIRE ALARM PANEL (OR FIRE COMMAND STATION). � Z OR REQUIRED TO BE RELOCATED. INSULATE WITH SAME / ALL RECTANGULAR DAMPERS IN RETURN AIR DUCTS RECENT STANDARDS OF THEIR SOCIETY. PAYMENT OF ALL TO 150 PSI OR 150% OF OPERATING PRESSURE p* TO BE PARALLEL BLADE TYPE. ALL OUTSIDE AIR DUCT COSTS FOR TESTING SHALL BE MADE BY THE HVAC MATERIAL AND THICKNESS. WHICHEVER IS GREATER, BUT NEVER EXCEED TEST 25. EQUIPMENT INSULATION F.THIS CONTRACTOR SHALL ASSIST THE ELECTRICAL i DAMPERS MUST ALSO BE OF THE LOW LEAKAGE CONTRACTOR. PRESSURE ANSI 816.1 BASIS. TEST DURATION TO BE 2 C.PRCH, EXCEPT AS NOTED: CONTRACTOR IN TESTING THE DUCT-MOUNTED SMOKE 0 TYPE. C.ALL INSULATION SHALL HAVE A FLAME SPREAD RATING OF HOURS WffH NO PRESSURE CHANGE CORRECTED FOR A.STEAM SYSTEMS: CONDENSATE PUMPS AND TANKS, FLASH DETECTION SYSTEM. \ B.THE CONTRACTOR SHAH INSTALL NEW FILTERS IN ALL NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF TEMPERATURE CHANGE. REPAIR OR REPLACE LEAKS OR 1}1 IN. IN 4 FT PREFERRED. TANKS, STEAM GENERATOR AND ALL OTHER EQUIPMENT AS NO HIGHER THAN 50 WHEN TESTED IN ACCORDANCE WITH DEFECTS WITHOUT ADDITIONAL COST. 14. FLEXIBLE CONNECTIONS UNITS PRIOR TO THE AIR BALANCING. THE COMPLETE AIR A� C 411 OR AS REQUIRED BY LOCAL CODES. RECOMMENDED BY THE MANUFACTURER. 29. HVAC EQUIPMENT (REFER TO PLANS FOR SCHEDULE OF BALANCE SHALL TAKE PLACE WITH OUTSIDE AIR DAMPERS 2)1 IN. IN 8 FT MINIMUM. EQUIPMENT) A.FLEXIBLE COLLARS SHALL. BE PROVIDED IN ALL IN MINIMUM POSITION. D.PROVIDE DIELECTRIC FFfUNGS WHERE DISSIMILAR METALS 1 TYPE D-3 INSULATION 2 IN. THICK WITHOUT FOIL D.THE FOLLOWING DUCTWORK DOES NOT REQUIRE ARE TO BE JOINED. D.SWING CHECK VALVES: AT CONDENSATE PUMP )SCRIM SCORED TO FIT EQUIPMENT. INSTALLATION A.PRIMAR1f HVAC UNITS ARE TQ BE AS SCHEDULED. CONNECTIONS BETWEEN VIBRATING EQUIPMENT (FANS, INSULATION: ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR C.BALANCE AIR AND WATER QUANTITIES TO WITHIN PLUS OR DISCHARGE. 300 LB WOG, BRONZE BODY SOLDER ENDS. SHALL ALLOW FOR REMOVAL AND REINSTALLATION EQUIVALENTS MAY BE SUBSTITUTED WITH WRITTEN ::: HANDLERS, FAN POWERED VAV BOXES, ETC.) AND DUCTS MINUS 5 PERCENT OF THAT INDICATED ON THE DRAWINGS. 22. LOW TEMPERATURE WATER SYSTEMS, BELOW 100 PSIG, REGRIND BRONZE DISC TO BE USED WITH COPPER WITHOUT DAMAGE TO INSULATION. PROVIDE COAT OF APPROVAL ONLY. ALL COMPRESSORS ARE TO INCLUDE A 5 OR CASINGS. ALSO PROVIDE FLEXIBLE CONNECTIONS ANY REQUIRED CHANGES IN SHEAVES, BELTS, PULLEYS OR 1)WHERE SOUNDUNING IS OF MINIMUM THICKNESS -20 TO 200 DEG F OPERATING TEMPERATURES. TUBING. JENKINS FIG. 1222. TYPE F-6 INSULATING CEMENT COVERED WITH TYPE YEAR EXTENDED WARRANTY. WHERE DUCTS (:ROSS BUILDING EXPANSION JOINTS. THE ADDITION OF DAMPERS REQUIRED TO ACHIEVE SPECIFIED FOR INSULATION. F-2 FINISH. SPECIFIED FLOW RATES SHALL BE PROVIDED BY THE HVAC A.PIPE: STEEL IN ACCORDANCE WITH ASTM A53 OR A120, 24. PIPING INSULATION CONTRACTOR WITH NO ADDITIONAL COST TO THE TENANT. B.ALL EQUIPMENT SHALL BE COMPLETE IN EVERY RESPECT B.FLEXIBLE CONNECTIONS SHALL BE CONSTRUCTED OF 2)AIR CONDITIONING SUPPLY AIR DUCTWORK EXPOSED WITH SCHEDULE 40 WALL THICKNESSES TO 10 IN. 26. MOTORS: WITH ALL DEVICES, APPURTENANCES AND ACCESSORIES NEOPRENE-COAdED FLAMEPROOF FABRIC. PROVIDE WITHIN A CONDITIONED SPACE. 1)RUNOUTS lO EQUIPMENT AND COILS: COPPER, TYPE A.INSULATE ALL PIPING IN ACCORDANCE WITH INSULATION V. / :: PROVIDED TO MEET THE DESIGN INTENT AND OPERATIONAo� ADEQUATE JOINT' FLEXIBILITY TO ALLOW FOR MOVEMENT D.AIR BALANCING SHALL BE ACCOMPLISHED BY ADJUSTMENT I~ HARD DRAWN IN ACCORDANCE WITH ASTM B88. SCHEDULE on M-601.00 DRAWING EXCEPT AS OTHERWISE A.FURNISH INSTALL AND ALIGN ALL MOTORS REQUIRED FOR OF THE SYSTEMS SHOWN ON THE DRAWINGS AND Z AND PREVENT THE TRANSMISSION OF VIBRATION. OF FANS AND BRANCH DAMPERS FOR MAJOR 3)AIR CONDITIONING RETURN AIR DUCTWORK EXPOSED NOTED. THIS EQUIPMENT, : ADJUSTMENTS. ADJUSTMENT OF TERMINAL DAMPERS AND IN AIR CONDITIONED SPACES AND INSTALLED IN HUNG UNLESS THEY ARE FACTORY INSTALLED SPECIFIED. DEVICES SHALL BE FOR TRIM OR MINOR ADJUSTMENT B.FITTINGS: ON THE UNIT. ALL STARTERS AND ASSOCIATED WIRING AND I :: C.FLEXIBLE CONNECTIONS ARE TO BE RATED FOR THE CEILINGS WHERE SPACE IMMEDUIIELY ABOVE ANO B.PIPING, VALVES AND FITTINGS TO BE INSULATED: SOFFIT' SWITCHES FOR SUCH MOTORS SHALL BE C.EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE " ` `�"°' ONLY. THIS SHALL BE DONE TO PERMIT THE LEAST OPERATING PRE'iSURE OF THE SYSTEM. BELOW ARE BOTH AIR CONDITIONED. FURNISHED AND INSTALLED BY THE ELECTRICAL NOISE GENERATION IN THE TERMINAL AREAS AND UTILIZE 1)2 IN. AND SMALLER: 125 LB WSP CAST IRON WITH THE MANUFACTURER'S INSTRUCTIONS. ALL AIR s° MINIMUM FAN ENERGY. THREADED FITTINGS SHALL BE IN ACCORDANCE WITH 1)LOW TEMPERATURE PIPING SYSTEMS - 40 TO 100 CONTRACTOR. STARTERS SHALL MEET ALL REQUIREMENTS CONDITIONING EQUIPMENT MUST HAVE A CONDENSATE ISSUE: D.FINAL CONNECTIONS TO EXHAUST FM(S) SHAD- BE WITH E.INTERIOR DUCTWORK: ANSI 816.4., CAST IRON FLANGED FITTINGS SHALL BE DEG F INCLUDING: AS DEFINED IN THE ELECTRICAL SPECIFlCAlIONS. DRAIN AND BE TRAPPED IN ACCORDANCE WITH ' A HEAVY AIRTIGHT ACID RESISTANT FIRE RETARDANT E.WATER BALANCING SHALL BE ACCOMPLISHED BY DUCTWORK INSULATIONS SCHEDULE IN ACCORDANCE WITH ANSI B16.1. MANUFACTURER'S DATA. SEF DRAWINGS FOR ADDITIONAL DESCRIPTION DATE BY FlBERGLASSED NEOPRENE CONNECTOR, A MINIMUM OF SIX B.DESIGN, CONSTRUCTION AND PERFORMANCE DETAILS. ISSUED TO DOH 05.03.17 CP (6) INCHES IN LENGTH. THE CONNECTOR SHALL BE ADJUSTMENT OF BALANCING VALVES AT PUMPS FOR SERVICE LOCATION THICKNESS MATERIAL FINISH a) CHILLED WATER SUPPLY AND RETURN. CHARACTERISTICS OF MOTORS SHALL CONFORM TO ALL PROPER FLOW. ADJUST FLOW THROUGH BOILERS, 2)2-1/2 IN. AND LARGER WELDED: BUTT WELD ISSUED FOR CONSTRUCTION 05.05.17 CP FASTENED TO EQUIPMENT AND DUCT WITH TWO FLEXIBLE SUPPLY/ APPLICABLE PROVISIONS OF LATEST NEMA, ANSI, ISEE D.SECONDARY DRAIN PANS ARE REQUIRED TO BE INSTALLED - REMOVABLE BRASS STRAPS OR ALTERNATE APPROVED CHILLERS, HEAT EXCHANGERS AND COILS AS REQUIRED. RETURN CONCEALED 1 INCH D-1 VAPORSEAL FUTINGS SAME WEIGHT AS PIPING AND IN b}HOT WATER SUPPLY AND RETURN. STANDARDS FOR ELECTRICAL EQUIPMENT. ALL MOTORS ACCORDANCE WITH ANSI 816.9. BENEATH ALL INDOOR AIR CONDITIONING EQUIPMENT WITH r ISSUED FOR ADDENDUM 1 05.19.17 CP I. METHOD. SHALL BE SUITABLE FOR OPERATION ON VOLTAGE THE EXCEPTION OF AIR TERMINAL BOXES. SECONDARY F. UPON COMPLETION OF THE INSTALLATION, THE UNCONDITIONED c CONDENSER WATER SUPPLY AND RETURN. PANS ARE TO PROTECT ENTIRE UNIT. PROVIDE RETURN 2 INCH D-1 VAPORSEAL VARIATION OF PLUS OR MINUS 10 PERCENT 40 DEGREES CONTRACTOR SHALL REBALANCE ANY EXISTING PORTIONS SPACE 3)COPPER: WROUGHT COPPER, SOLDERED, 95/5TA, } C AMBIENT TEMPERATURE AND HAVE A SERVICE FACTOR CONDENSATE PUMPS AS REQUIRED. CONDENSATE SHALL E.FIRE DAMPERS: UL LISTED, GALVANIZED STEEL OF AIR DISTRIBUTION SYSTEM AND WATER DISTRIBUTION ANSI 816.22. OF NOT LESS THAN 1.15. REVISED PER DOH COMMENTS 07.11.17 CP la CONSTRUCTION, MULTIBLADED TYPE, SPRING LOADED, SYSTEM AFFECTED BY THE RENOVATION AND ALSO INTAKE ALL 2 INCH D-3 VAPORSEAL d)GLYCOL WATER SUPPLY AND RETURN. BE DIRECTED TO MOP SINK, LAVATORY TRAP OR OTHER �` EQUIPPED WITH FUSIBLE LINK, CONFORMING TO NFPA BALANCE ALL NEW WORK. APPROVED DRAIN. ISSUED FOR DOB APPROVAL 03.23.18 CP : STANDARD 90A AND APPROVED BY NEW YORK CITY BOARD UNCONDITIONED C.VALVES: C.PROVIDE STANDARD EFFICIENCY UNLESS OTHERWISE NOTED. t OF STANDARDS AND APPEALS FOR NYC CAL-100-65-5M. RETURN 2 INCH D-2 VAPORSEAL a}CONDENSATE DRAIN PIPING. SIMILAR TO AIR BALANCE MODEL 319-P. RATED AS G.THE BALANCE REPORT SHALL INCLUDE AS A MINIMUM THE EXPOSED SPACE 30. AUTOMATIC CONTROLS - GENERAL REQUIREMENTS FOLLOWING INFORMATION: 1)GATE VALVES: D.PROVIDE SQUIRREL CAGE INDUCTION, OPEN DRIPPROOF .. 0 i. REQUIRED. SEE: INSTALLATION ON DRAWING. EXHAUST MER EXPOSED 2 INCH D-3 VAPORSEAL TYPE, 1750 RPM, NEMA TYPE B INSULATION CLASS AND A.CONTRACTOR SHALL HIRE SIEMENS BUILDING ' f)REFRIGERANT SUCTION AND LIQUID LINES. 15. FIRE DAMPERS, SMOKE DAMPERS 1}AABC OR NEBB CERTIFICATION NUMBER AND a)2 IN. AND SMALLER: BRONZE THREADED ENDS, CONTINUOUS DUTY, EXCEPT AS NOTED. TECHNOLOGIES TO PERFORM ALL CONTROLS WORK LISTED SIGNATURE OF BALANCING CONTRACTOR. INSULATE ALL DUCTWORK IN ACCORDANCE WITH SOLID WEDGE, INSIDE SCREW, TRAVELING STEM 2 LOW TEMPERATURE HOT PIPING SYSTEMS - 100 TO IN THIS SECTION. INSULATION SCHEDULE EXCEPT AS OTHERWISE NOTED. UNION BONNET. 150 LB WSP: JENKINS 47U. 2)LOW MOTOR CONTROLLERS A.THE MECHANICAL_ CONTRACTOR SHALL PROVIDE ALL FIRE 250 DEG F INCLUDING: B.FURNISH AND INSTALL A COMPLETE DIRECT DIGITAL DAMPERS AS REQUIRED BY LANDLORD AND / OR TENANT 2)INSTRUMENTATION LIST WITH LAST CALIBRATION DATES. A.PROVIDED BY HVAC CONTRACTOR AND INSTALLED AND CONTROL (DDC) SYSTEM IN ACCORDANCE WITH BUILDING . �: CRITERIA AND J OR CODES HAVING JURISDICTION. ALL 1}MATERIAL: b)2-1/2 IN. AND LARGER: IRON BODY, BRONZE a)LOW TEMPERATURE HOT WATER SUPPLY AND WIRED BY ELECTRICAL CONTRACTOR. MOUNTED, SOLID WEDGE OS&Y RISING SPINDLE STANDARD SIEMENS BMS SYSTEM. CONTROL SYSTEM TO � I FIRE DAMPERS ;SHALL COMPLY WITH THE REQUIREMENTS 3)MAKE AND MODEL NUMBERS OF ALL HVAC EQUIPMENT FLANGED. 125 LB WSP. JENKINS FIG. 551-C. RETURN. PROVIDE TEMPERATURE CONTROL AS SPECIFIED UNDER . OF THE BOARD OF FIRE UNDERWRITERS, THE LOCAL FIRE TESTED. a)TYPE D-1: MINIMUM 1-LB DENSITY FIBERGLASS B.NEMA ENCLOSURE, WEATHERPROOF WHERE MOUNTED DESCRIPTION OF OPERATION. MARSHAL AND SHALL BE LABELED AND APPROVED BY BLANKET, MAXIMUM 0.28 K-FACTOR AT 75 DEG b)LOW PRESSURE STEAM SUPPLY TO 15 PSIG. OUTDOORS. �: UNDERWRITERS LABORATORIES. F MEAN TEMPERATURE WITH FACTORY-APPUED 2)GLOBE VALVES: 4)AIR CFM AND STATIC PRESSURE READINGS FOIL-SKRIM-KRAFT FACING SIMILAR TO MANVILIF C.WORK SHALL INCLUDE ALL WIRING, TRANSFORMERS. 5 (DISCHARGE AND SUCTION) AS MEASURED BY PITOT MICROLITE, c}LOW PRESSURE CONDENSATE RETURN, EXCEPT C.WITH OVERLOAD PROTECTION. COORDINATE ALL MOTOR CONTROL EQUIPMENT, AND ACCESSORIES NECESSARY TO B.FIRE DAMPERS SHALL HAVE THE BLADES OUT OF THE AIR TUBE DUCT TRAVERSE AT THE UNITS. a)2 IN. AND SMALLER: BRONZE, REGRIND-RENEW, STEAM TRAPS AND TRAP ASSEMBLY AND CONTROLLER TYPES AND SIZES WITH MOTOR TYPES AND MAKE THIS SYSTEM COMPLETE. ALL WIRING SHALL BE 24 STREAM AND A 165 DEGREE F FUSIBLE LINK. 500 BRINELL STAINLESS STEEL. PLUG DISC AND RADIATION RUNOUTS CONCEALED IN RADIATION SIZES. VOLT. COORDINATE WITH MANUFACTURER FOR b)TYPE D-2: 3 LB. FIBERGLASS BOARD. THE 425 BRINELL SEAT RING, UNION BONNET. 150 ENCLOSURES. INTERCONNECTION WITH CONTROLS INCLUDED IN I. 5)MOTOR NAMEPLATE DATA WITH ACTUAL FIELD VOLTAGE MAXIMUM K FACTOR SHALL BE 0.23 AT 75 DEG LB WSP JENKINS FIG. 546P. C.PROVIDE ALL NECESSARY FRAMING AND SLEEVES FOR EQUIPMENT. ALL CONTROL WORK SHALL BE INSTALLED =;. M° 1. DAMPER MOUNTING PER UL AND CODE REQUIREMENTS. AND AMPERAGE READINGS FOR EACH LEG. F MEAN TEMPERATURE WITH A MINIMUM DENSITY D.1/3 HP AND SMALLER: PROVIDE MANUAL STARTER gY HVAC CONTRACTOR. ii OF 3 LB. THE INSULATION SHALL BE PROVIDED b) 2-1/2 IN. AND LARGER: REGRIND-RENEW. d)PUMPED CONDENSATE DISCHARGE. EXCEPT USE MAGNETIC TYPE WHERE AUTOMAT1CALLY '.. 6)MOTOR AND FAN RPM, SHEAVE SIZES AND BELT WITH A FACTORY-APPLIED ALL PURPOSE OR ALL IRON BODY, LEVEL BRONZE DISC AND SEAT RING •' D.PROVIDE DUCT ACCESS DOORS IN AN ACCESSIBLE SERVICE FACING. THE INSULATION SHALL BE CONTROLLED. D.ALL WORK IS TO CONFORM TO THE ELECTRICAL SIZES AND LENGTHS. OSdcY FLANGED, 125 LB WSP JENKINS FIG. 3}HIGH TEMPERATURE HOT PIPING SYSTEMS: 251 TO LOCATION FOR ILL FIRE DAMPERS. DOOR IS TO BE 20 EQUAL TO MANVILLE TYPE 814 SPIN-GLAS AP. SPECIFICATIONS AND THE REQUIREMENTS OF THE GAUGE GALVANIZED DOOR WITH QUICK-OPENING LATCH 613C. 450 DEG F INCLUDING: 1)MANUAL TYPE: 2-POLE TOGGLE SWITCH WITH AUTHORITIES HAVING JURISDICTION. E AND PIANO HINGE. 7)OUT5IDE, RETURN, MIXED AND SUPPLY AIR OVERLOAD PROTECTION AND PILOT LIGHT. ' TEMPERATURES AT FULL COOLING. c)TYPE D-3: MINIMUM 6 LB FIBERGLASS BOARD. 3)SILENT CHECK VALVES SPRING LOADED, GLOBE TYPE, a)MEDIUM AND HIGH PRESSURE STEAM TO 225 E.ANY CONDUIT REQUIRED BY CODE OR THE LANDLORD WILL MAXIMUM 0.22 K-FACTOR AT 75 DEG F MEAN FLANGED: TO 250 PSIG CHECK VALVES SHALL BE PSIG. E.1/2 HP AND LARGER: PROVIDE MAGNETIC STARTER: BE INSTALLED BY THE ELECTRICAL SUBCONTRACTOR. E.WHERE REQUIRED BY LOCAL CODES, LANDLORD AND IF TEMPERATURE WITH FACTORY APPLIED ALL IRON BODY BRONZE TRIM. SIMILAR TO MUESSCO INDICATED ON DRAWINGS, PROVIDE UL555S SMOKE 8)WATER BALANCE DATA INCLUDING GPM WITH INLET PURPOSE OR ALL SERVICE FACING. SIMILAR TO ' DO NOT SCALE PLANS DAMPER WITH FIRE/HEAT/SMOKE SENSOR, REVERSIBLE AND OUTLET TEMPERATURE AND PRESSURE READINGS. M;4NVILLE g17 SPIN-CLAS AP. TYPE 103AP OR 107-AP. b}MEDIUM AND HIGH PRESSURE CONDENSATE 1)COMBINAl10N UNFUSED DISCONNECT SWITCH AND F.ACCEPTABLE MANUFACTURERS: MOTOR AND INTTERLOCK WITH FIRE ALARM SYSTEM. RETURN. MAGNETIC STARTER EXCEPT AS NOTED. 9)MAKE AND MODEL NUMBERS OF ALL AIR DISTRIBUTION 2}INSTALLATION: 4)LUBRICATED PLUG VALVES: 1)SIEMENS. ARCHITECT OF RECORD F. COMBINATION FIRE AND SMOKE DAMPERS: UL LISTED, EQUIPMENT. C.MATERIAL: 2)OVERLOAD PROTECTION 1N EACH PHASE LEG WITH GALVANIZED STEEL CONSTRUCTION MULTI-BLADED TYPE. a)SCREWED ENDS UP TO 2 IN., FLANGED 2-1/2 RESET IN ENCLOSURE # Terjesen Associates, Architects EQUIPPED WITH FUSIBLE LINK CONFORMING TO NFPA 10)FINAL BALANCED AIR VOLUMES AT ALL OUTLETS a)FIBERGLASS BLANKET: 2 IN. LAP STRIPS AT ALL IN. AND LARGER. 1) TYPE P-1: MINIMUM 4 LB DENSITY MOLDED 2}HONEYWELL STANDARD 90A. SIMILAR TO RUSKIN MODEL FSD 60, SEAMS. SECURE BOTTOM OF ALL DUCTS OVER '11. 248 West 35th Street 11th Floor New York, NY 10001 (INCLUDING RETURNS WHERE DUCTED). 24 IN. WIDE WITH MIN. 2 ROWS OF WELD PINS FIBERGLASS, MAXIMUM 0.23 K-FACTOR AT 75 DEG F 3)HOA SELECTOR SWITCH FOR AUTOMATICALLY OPERATED 3)JOHNSON CONTROLS - `' 12 IN. ON CENTER. SECURE ALL SEAMS WITH b)SYSTEM LESS THAN 100 PSIG, VALVE SHALL BE MEAN TEMPERATURE WITH FACTORY-APPUED MOTORS. SAFETY CONTROLS COMMON TO BOTH ,I. 21'1.239.1526 Fax: 212,736.7899 16. AIR OUTLETS FOIL VAPOR BARRIER TAPE AND VAPORSFAL MINIMUM 200 LB WOG CLASS CAST IRON BODY. FIRE-RETARDANT FOIL-SKRIM-KRAFT FACING. ALL CONTROLS. 11)INDIXE:T) PLAN WITH DIFFUSER AND RETURN ADHESIVE. ROCKWELL-NORDSTROM NUMBERS 114, 115, 185 SERVICE JACKET. SIMILAR TO OWENS-CORNING 650 &OPERATION OF TYPICAL CONTROL SAFETY DEVICES. E-mail: info@terjesenarchitects.com K. LOCATIONS. qSJ. A PROVIDE DIFFUSERS. GRILLES AND REGISTERS AS AND 149. 4)RED, GREEN AND AMBER PILOT LIGHTS. SCHEDULED. DEICES TO BE COMPLETE WITH FRAMES AND .:.. ::.:�>:...::: :>:. ...�v ..a.m . ,...;x ::.,.;:.,F;<.,:::..u.;:;;::;::::::: : ....... :.,:. .. <,,. 'I.-,111. .., :. .. ALL ACCESSORIES. ALL DIFFUSERS, GRILLES AND HALL CONTROL SEQUENCES SHALL BE TESTED AND b}FIBERGLASS BOARD: SEAL JOINTS AND BREAKS 1}HOA SUPPLY FAN SWITCHES: SAFETY DEVICES SHALL MECHANICAL ENGINEER REGISTERS IN 5'HEETROCK CEILINGS TO BE PROVIDED WITH OPERATING STATUS RECORDED IN THE REPORT. IN FACING WITH 3 IN. WIDE TAPE TO MATCH 5)BALL VALVES (UP TO 4") 2)TYPE P-3: MINIMUM 4 LB DENSITY MOLDED ) BE INTERLOCKED WITH `HAND" AND "AUTOMATIC` FIBERGLASS FITTING. MAXIMUM 0.23 K-FACTOR AT 75 5 SWITCHES: HORSE-POWER-RATED EXTERNAL POSITIONS IN SERIES WITH MOTOR CONTROLLER I5 � FACING AND ADHERE WITH VAPOR SEAL PADLOCKING TYPE. Ep . PLASTER FRAMES. FINISH TO BE COORDINATED WITH ADHESIVE. APPLY 5 IN. WIDE TAPE AT DEG F MEAN TEMPERATURE SIMILAR TO EPOLUX HOLDING COIL CIRCUIT. INTERLOCKING WITH OTHER � INTERIOR FINISHES. I. THREE COPIES OF THE BALANCE REPORT SHALL BE o)PROVIDE ALL BALL VALVES SIMILAR TO APOLLO HAMFAB MOLDED FITTINGS. FANS AND EQUIPMENT dF SYSTEM SIiALL BE � 110 William Street 32nd Floor New York, NY 10038 CORNERS, WELD PINS ON TOP, SIDES AND 6)HOLDING COILS: 10 WATT, 120 VOLT. SUBMITTED THROUGH THE GENERAL CONTRACTOR TO THE BALL VALVE 64 SERIES, THREADED. 2-PIECE, THROUGH AUTOMATIC POSITION ONLY. HAND 21 .257.6190 Fax: 21 .994.8091 B.INSTALL ALL AIR DEVICES AS LOCATED ON THE TENANT'S CONSTRUCTION MANAGER FOR REVIEW AND BOTTOM' FULL PORT. BRASS, RATTY AT 600 LB WSP. 3)TYPE P-4: MINIMUM 1 LB DENSITY FIBERGLASS POSITION SHALL BE FOR MAINTENANCE ONLY. ARCHITECTURAL REFLECTED CEILING PLAN OR THE COMMENT. www.EPENGINEERING.com FTTTING INSERTS, MAXIMUM 0.28 K-FACTOR AT 75 7)CONTACTS: MAIN UNE AND MINIMUM (2) - ........................................... __1111-. F.EXTERIOR SUPPLY AND RETUR ( ) DEG F MEAN TEMPERATURE SIMILAR TO MANVILLE NORMALLY OPEN. (2) - NORMALLY CLOSED 10 AMP 2)RETURN FAN. TRANSFER FAN, EXHAUST FAN HOA STRUCTURAL ENGINEER MECHANICAL PUN. 6)CONTROL VALV15 UP TO 4" J. 1HE BALANCING CONTRACTOR SHALL PERFORM ALL HI-LO TEMP INSULATION INSERTS. AUXILIARIES. IN ADDITION TO CONTACTS REQUIRED C.SUITABLE FOR OPERATION AT 20% EXCESS AND 20% LESS APPLICABLE TESTING AND BALANCING FUNCTIONS REQUIRED 1}MATERIAL: CLOSED-CELL PHENOLIC FOAM. SWITCHES (INTERLOCKED WITH SUPPLY FANS): THAN NOTED CAPACITY FOR CONSTANT VOLUME SYSTEMS FOR THE SYSTEM DESIGNED IN THESE DRAWINGS. THE a)PROVIDE ALL CONTROL VALVES SIMILAR TO FOR CONTROLS SPECIFIED. REMOTE STARTING SHALL BE FROM SUPPLY FAN Engineering Firm APOLLO BALL VALVE 64 SERIES;, 11iREADED, 4}TYPE P-6: MINIMUM 6 LB MOLDED FOAMED PLASTIC. THROUGH "AUTOMATIC" POSITION ONLY. "HAND" AND AT 20% EXCESS AND 60% LESS THAN NOTED BALANCING CONTRACTOR SHALL RECHECK ANY ITEMS THAT 2}THICKNESS: 2 INCHES. 2-PIECE, FULL PORT. BRASS. RATED AT 600 LB Address MAXIMUM 0.27 K-FACTOR AT 75 DEG F MEAN 8 CONTROL TRANSFORMER: FOR MOTORS OVER 120 POSITION SHALL BE FOR MAINTENANCE OPERATION CAPACITY FOR VARIABLE VOLUME SYSTEMS. THE TENANT DEEMS NECESSARY AT NO ADDITIONAL COST WSP. TEMPERATURE. MAXIMUM 0.17 PERMEANCE. SIMILAR )VOLTS. TO STEP DOWN CONTROL VOLTAGE TO 120 ONLY. INTERLOCK THROUGH AUXILIARY CONTACT OF Phone Fax: MANUFACTURER RESPONSIBLE FOR EXAMINING APPLICATION TO THE TENANT. 3)NUMBER OF LAYERS: 1W0. TO ARMSTRONG ARMAF1EX II. VOLS• OF THE REQUIRm CAPACITY WITH FUSE AND LEAD EQUIPMENT MOTOR CONTROLLER. ii E-mail: OF EACH OUTLET AND GUARANTEE THAT EACH WILL b)PROVIDE CONTROL VALVES WITH BEUMO GROUND CONNECTION ON VOLTAGE SIDE. : PROVIDE REQUIRED NC LEVELS AND COMFORT SPACE K.FINAL BALANCE REPORT SHALL BE INCLUDED IN THE W' �Yp,. -:. .. �.,M' _.v,. � __; -u�,..•. _. .-- CONDITIONS WRIiOUT DRAFTS THROUGHOUT OPERATING OPERATION AND MAINTENANCE MANUAL 4)VAPOR RETARDER REQUIRED: YES. AF24-MFT ACTUATOR, 24V. CAPABLE OF 133 D.FINISH: 3)SAFETY DEVICES FOR ALL SYSTEMS, EXCEPT AS >ry PROJECT RANGE. IN-LB TORQUE. WITH MECHANICAL SPRING 9)FUSES: SIMILAR TO BUSSMAN. OTHERWISE NOTED BELOW: ' RETURN OPERATION FOR RELIABLE FAILSAFE 19. VIBRATION ISOLATION 5)CLOSED-CELL PHENOUC-FOAM INSULATION: BLOCK APPLICATION. 1)TYPE F-1: FITTING COWER, MOLDED WHITE PVC �'�► D.ALL REGISTERS AND DIFFUSERS SHALL BE PROVIDED WITH INSULA11ON OF RIGID, EXPANDED, CLOSED-CELL JACKET UL CLASS 1 MAXIMUM PERMEANCE 0.05 10)RELAYS: TO SUPPLEMENT AUXILIARY CONTACTS o)ONE FREEZE PROTECTION THERMOSTAT PER COIL S O U T H O L D AS OPPOSED BLADE: VOLUME DAMPERS. DAMPER OPERATING STRUCTURE COMPLY WITH ASTM C 1126, TYPE II, SIMILAR TO MANVILLE ZESTRON. IN CONTROLLER. MINIMUM 10 WATT COIL AND TWO SECTION, WIRED TO STOP SUPPLY FAN. A.VIBRATION ISOLATION DEVICES SHALL BE PROVIDED IN ALL c}PROVIDE VALVES WITH MANUAL OVERRIDE 10 AMP CONTACTS. THERMOSTAT SHALL BE AUTOMATIC RESET TYPE. 700 BOISSEAU AVENUE LEVERS SHAM BE ACCESSIBLE AT THE FACE OF AIR GRADE 1. SUPPORTS BETWEEN VIBRATING EQUIPMENT (FANS, 2}TYPE F-2: WHITE VAPOR BARRIER COATING WITH 1. OUTLETS. ROOFTOP UNITS, WATER SOURCE HEAT PUMPS, AIR Dom' SOUTHOLD, NY HANDLERS, FAN POWERED VAV BOXES, ETC.) AND 6)KOOLTHERM INSULATION PRODUCTS, LTD. OR 10X10 OR 20X20 MESH WHITE GLASS, POLYESTER OR 11)TERMINALS: SUITABLE FOR CONDUCTORS b}FOR SYSTEMS OVER 2.000 CFM, A DUCT 7 SILENT CHECK VALVES, SPRING LOADED, GLOBE TYPE, NYLON CLOTH REINFORCING MEMBRANE. MINIMUM 31 NOTED AND AS APPROVED. MOUNTED SMOKE DETECTOR OF THE IONIZATION 17. SOUND LINING STRUCTURE. APPROVED EQUIVALENT. 7) SILENT TO 250 PSIG CHECK VALVES SHALL BE MIL DRY FILM THICKNESS. SIMILAR TO FOSTER TYPE LOCAITD IN THE SUPPLY DUCT SNAIL .:..s::�.n. :_:r.: .'^.cem,"......,,�px:....:,�a�xsx�::. ':^::.c:c:.:,:::"::::c cr..,:.1...,.,�.:::. a::.::::::::::::::-c.::...:.sa`xx;,r:.,..sa»�.eY^.. ..:xa�zws:. . IRON BODY, BRONZE TRIM. SIMILAR TO MUESSCO 1TfE-FIT. UL LABEL, STOP THE SUPPLY FAN AND ASSOCIATED DRAWING TITLE A.PROVIDE SOUNDUNING FOR THE FALLOWING DUCTWORK: B.VIBRATING EQUIPMENT HUNG FROM STRUCTURE SHALL BE 7 INSULATION INSTALLED OUTDOORS: FUME-SPREAD TYPE 1 O3AP OR 107-AP. F.ACCEPTABLE MANUFACTURERS: ISOLATED WITH RUBBER AND SPRING DEVICES. VIBRATING }RATING OF 75 OR LESS AND SMOKE-DEVELOPED COMBUSTIONINTERLOCKED BE SENSED.SHOULD PRODUCTS OF MECHANICAL 1}ALL DUCTWORK WITHIN MECHANICAL ROOMS AND NOT EQUIPMENT SUPPORTED Fl20M FLOOR OR DECK SHALL BE RATING OF 150 OR LESS. 3)TYPE F-4: ALUMINUM JACKETING WITH MINIMUM 1 CUTTER-HAMMER. LESS THAN 20 FT ON EACH SIDE OF ALL FANS AND ISOLATED WITH HOUSED SPRING MOUNT DEVICES. 8)Y-TYPE STRAINERS: 0.016 IN. WALL THICKNESS AND LONGITUDINAL JOINTS ) SPECIFICATIONS WITH LOCK SEAMS. c}LOW STATIC PRESSURE UMIT SWITCHES WITH AC UNITS. 8)APPLY INSULATION AS FOLLOWS: ON EXPOSED a)PROVIDE SCREWED ENDS TO 2 IN. AND FLANGED 2}SQUARE D. MANUAL RESET SIiALL STOP ASSOCIATED SUPPLY C.EXAMINE DEAD LOAD AND OPERATING LOAD CONDITIONS APPLICATIONS, FINISH INSULATION WITH A SKIM COAT FANS WHEN STATIC PRESSURE AT SUPPLY FOR : �� F 3} 2)AIR TRANSFER DUCTS. WHEN SELECTING DEVICES. ADJUST FOR PROPER OF MINERAL-FIBER. HYDRAULIC-SETTING CEMENT TO 2-1/2 IN. AND LARGE WITH BODY AS FOLLOWS: 4)TYPE F-6: WHITE FINISHING AND INSULATING TO 100 PSIG: 125 LB WSP CLASS, CAST IRON. CEMENT APPLIED OVER HEXAGONAL WIRE MESH. 3)AL.LEN BRADLEY. INLET SECTIONS FALLS TO ITS SETTING. '' ALIGNMENT AND LOADING. AVOID "GROUNDING" THE SURFACE OF INSTALLED INSULATION. WHEN DRY, n:... .. :::...:: .::�a,x�.....,:::;,:,:>:;.::.::::;:..:::.:: ::;,..: ,:;:. ....< .. .:: ::. :, a .:: ,.- .... .. � ISOLATOR. PROVIDE FOR 1 IN. MINIMUM STATIC APPLY FLOOD COAT OF LAGGING ADHESIVE AND CEMENT SIMILAR TO KEENE SUPERSLICK. 3)DOWNSTREAM OF ALL VARIABLE AIR VOLUME AND DEFLECTION AND 1/2 IN. MINIMUM RESERVE DEFLECTION. PRESS ON ONE LAYER OF GLASS CLOTH OR TAPE. b SCREENS TO BE 316 STAINLESS STEEL 28. DUCT SMOKE DETECTORS AND REMOTE TEST STATION 31. SEQUENCE OF OPERATIONS: DATE CONSTANT VOLUME AND FAN POWERED BOXES FOR A b) SCREENS EDGES AT LEAST 1 INCH (25 MM). APPLY E.OUTDOOR PIPING: 7110117 �. MINIMUM OF 15 FT. FINISH COAT OF LAGGING ADHESIVE OVER GLASS A.THE ELECTRICAL CONTRACTOR SHALL SUPPLY DUCT D.PROVIDE LEVELING DEVICES AND APPROVED RESILIENT c)PROVIDE SCREWED WITH FACED CAP, STRAIGHT A.PACKAGED AC UNIT: RESTRAINING DEVICES AS REQUIRED TO LIMIT EQUIPMENT CLOTH OR TAPE. THIN THE FINISH COAT TO ACHIEVE THREAD AND GASKET, SIMILAR TO MUELLER 1)FOR ALL PIPING, FITTINGS AND VALVES LOCATED MOUNTED IONIZATION-TYPE SMOKE DETECTORS AND PROJECT NUMBER '_ 4)ALL MIXED AIR PLENUMS, EXCEPT WHERE MOISTURE SMOOTH FINISH. OUTDOOR JACKET: POLYGUARD PROVIDE ALL WIRING. 2017.025 AND PIPING MOTION IN EXCESS OF 1/4 IN. STEAM SPECIALTY MUESSCO NO. 11. PROVIDE OUTDOORS, INCREASE SCHEDULED INSULATION 1)START-UP. CARRYOVER FROM OUTDOOR AIR LOUVER WILL OCCUR. PRODUCTS, INC. 'ALUMAGUARD 60' OR MFM BUILDING FLANGED WITH BOLTED COVER SIMILAR TO THICKNESS BY A MINIMUM OF 1 IN. AND PROVIDE PRODUCTS CORP. 'FLEXCLAD 400'. MUELLAR STEAM SPECIALTY MUESSCO NO. 751 F-4 FINISH. PROVIDE VAPORSEAL ON ALL OUTDOOR B.THIS CONTRACTOR SHALL INSTALL THE SMOKE DETECTOR DRAWN BY E.CHECK HANGER ROD SIZE FOR ALLOWABLE LOADS AT THE a)UPON A COMMAND TO START THE INR, OA 5)ALSO WHERE NOTED ON A DRAWING. ISOLATING DEVICE AND THE UPPER AND LOWER OR NO. 752. PIPES, VALVES AND FITTINGS SUBJECT TO IN THE DUCT AS SHOWN ON THE PLANS. THE DAMPER AND SPILL AIR DAMPERS SWILL OPEN �' DRVVN B.SOUNDLINING IN DUCTWORK: FIBROUS GLASS, MINIMUM 3 ATTACHMENTS TO STRUCTURES, DUCTS, EQUIPMENT, ETC. 21. PIPING - GENERAL REQUIREMENTS CONDENSATION. CONTRACTOR SHALL NOT INSTALL A SMOKE DETECTOR IN A LOCATION WHERE RS OPERATING RANGE TO MINIMUM POSRION, SUPPLY AND RETURN FAN :. D.PROVIDE 1/2 IN. DRAIN VALVE WITH CAPPED HOSE (TYT'ICAI-L-Y SHALL START. FzED A& SCALE LB DENSITY, 1.5 IN. THICKNESS, MAXIMUM 0.25 K FACTOR F.CONSULT MANUFACTURER FOR APPLICATION DATA. A.COMPLETE WITH: PIPE, FITTINGS, VALVES, STRAINERS, CONNECTION AT ALL LOW POINTS. PROVIDE 3/4 IN. GATE F.INSTALLATION: 32-100 DEG F) WILL BE EXCEEDED. '�� /�. I AT 75 DEG F MEAN TEMPERATURE WITH ACRYLIC COATED AS NOTED FINISH FACTORY APPLIED EDGE COATING AND STENCILED MOTORIZED VALVE OPERATORS, STRAINERS, HANGERS, VALVE TO DRAIN SYSTEMS IN EQUIPMENT ROOMS. 2}SHUT-DOWN. &� ' `` r� C� SUPPORTS, GUIDE, SLEEVES, AND ACCESSORIES. 1 BEFORE APPLYING INSULATION ALL PRESSURE AND C.IONIZING TYPE ARE TO BE USED ON THE RETURN SIDE < �; ' "'� ' IN ACCORDANCE WITH NFPA 90. FLAMESPREAD SHALL BE G. ACCEPTABLE MANUFACTURERS: ) o: c.) C) DRAWING NUMBER !K A MAXIMUM OF 25. LINING SHALL NOT SUPPORT E.PROVIDE MANUAL AIR VENTS UNE SIZE AIR CHAMBUt WITH LEAK TESTS SHALL BE COMPLETED AND APPROVED. OF THE AHU AND PHOTO-TYPE ARE TO BE USED ON THE . � m * _ SUPPLY SIDE. ON ALL OTHER TYPES OF HVAC UNITS a)UPON A COMMAND TO SHUT DOWN THE UNIT, * cG MICROBIAL GROWTH AND SHALL BE TESTED IN 1)MASON INDUSTRIES. INC. BALL ITEMS SHALL BE FURNISHED AND INSTALLED IN 1/2 1N. GLOBE VALVE AT ALL HIGH POINTS AND WHERE COMPRESSORS AND CONDENSER FANS SHALL f" WHERE SMOKE DUCT DETECTORS ARE REQUIRED USE a ACCORDANCE WITH ASTM C 1071 AND ASTM G21/G22. ACCORDANCE WITH THE LATEST EDITIONS OF THE FLOW DIRECTION CHANGES FROM HORIZONTAL TO 2)ALL INSULATION SHALL BE BUTTED FIRMLY TOGETHER. STOP, SUPPLY FAN AND RETURN FAN SHALL `S',* X268 �� M =801 .: FOLLOWING CODES AND STANDARDS: DOWNWARD. PROVIDE 2 1N. LAMP STRIPS AT ALL SEAMS SECURED FIELD INSTALLED IONIZING TYPE IN RETURN DUCTWORK STOP AND OUTSIDE AIR DAMPER AND SPILL © ■ SIMILAR TO MANVILLE PERMACOTE UNA COUSTIC. AND PHOTO TYPE ON THE SUPPLY LOCATED BEFORE THE OF(� oo f :�.:i .: �i: -•..�.- N; � .. SEAL SHEETNO: 11 of 12 1 : `. .. .1:1 .,a::`•. .,prY' \.:'.: :i: ::::Si: :':R�. ,'X., 1111 ......u... .2,... ,.......... ... .... 1111 �,:''::' :.4: :r.i ... ............ ...... 1111... 1111.. ... .. �:,,>' .:.. .. 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'.i'i,@x;: `:C'4. 1111. .. :`:n::"i::`,.g:':`.::�ir"";:��v:...s 1111... 1111 :�:r:..' 1:;111. ............. „ w ... 1111 a.. .. a. ,,...,,....................n..... .....<.... .s..;.., ..,,,,. a`w .. .. 1111 ... �.. n, `. .w .. .. ` .........,.. 1111,.1111 11,11. ....,.:.::�:::..._...1111 .,a...11:1::1,.:::, 1111. a.V. Y ♦ � '�i'v. ' ` � _€ �i DAMPER SHALL CLOSE. 2)MOTORIZED DAMPER AT ROOF PENETRATION SHALL BE ,. NORTH FORK , 3)SUMMER MODE — OCCUPIED. INTERLOCKED WITH FAN OPERATION TO OPEN/CLOSE WHEN FAN IS ENERGIZES/DE—ENERGIZES. _.... ...... __.,.........:.. .................................... :< a)OCCUPIED SUMMER MODE SHALL BE INITIATED BY TIME OF DAY PROGRAMMING BASED ON TIME Ir ELECTRIC DUCT HEATER: STAFF' STARTS WORKING IN THE BUILDING. S C LLC 1)DUCT HEATER SHALL BE CONTROLLED VIA THE b}WHEN OCCUPIED SUMMER MODE IS INITIATED, A RESPECTIVE WALL MOUNTED THERMOSTAT. 700 BOISSEAU AVE, SOUTHOLD, NY COMMAND SHALL BE SENT TO START THE UNIT. M :. 2)ON MODE c)SUPPLY AIR AND RETURN AIR FANS SHALL RUN CONTINUOUSLY. a)AN AIRFLOW SENSOR PROVIDED BY THE MANUFACTURER SHALL PROVE THAT THERE IS � — d)COMPRESSORS AND RESPECTIVE CONDENSER SUFFICIENT AIFLOW ACROSS THE HEATING �\ FANS SHALL CYCLE (ON, OFF) TO MAINTAIN A ELEMENTS. SPACE TEMPERATURE OF 75' F (adj.) SPACE TEMEI2ATURE SHALL BE DETERMINED BY THE b)AFTER PROVING AIRFLOW, THE HEATER SHALL RESPECTIVE WALL MOUNTED THERMOSTAT. ENERGIZE. e)ECON10MIZER CYCLE SHALL BE ACTIVATED BY c)HEATER SHALL CYCLE IN STAGES (SCR) TO €' E_ - COMPARATIVE ENTHALPY SENSORS WHEN FREE MAINTAIN THE OWNER SET SPACE TEMPERATURE COOLING IS AVAILABLE. CONTROLS SHALL BE AS SENSED BY THE UNITS RESPECTIVE WALL I„ 5 INTEGRAL TO THE UNIT. MOUNTED THERMOSTAT. CYCLING SHALL BE VIA FACTORY INSTALLED CONTROLS AND CONTACTORS. 4)SUMMER MODE — UN—OCCUPIED. 3)OFF MODE a)SUMMER UN—OCCUPIED MODE SHALL START WHEN OCCUPIED SUMMER MODE ENDS EACH DAY a)DUCT HEATER SHALL REMAIN OFF. t OR AS REQUIRED BY OWNER. z F.HUMIDIFIER: b)UNIT SHALL BE CONTROLLED BY THE RESPECTIVE r. WALL MOUNTED THERMOSTAT. .x �, ,x 1)HUMIDIFIER SHALL BE CONTROLLED VIA THE RESPECTIVE WALL MOUNTED HUMIDISTAT. ISSUE: c)UPON A RISE IN SPACE TEMPERATURE PAST 85 F (adj.) AS SENSED BY THIS THERMOSTAT, A DESCRIPTION DATE BY 2)ON MODE ISSUED TO DOH 05.03.17 CP COMMAND SHALL BE SENT TO START COMPRESSOR AND CONDENSER FAN. OUTSIDE AIR DAMPIER SHALL REMAIN CLOSED. a)AN AIRFLOW SENSOR PROVIDED BY THE MANUFACTURER SHALL PROVE THAT THERE IS ISSUED FOR CONSTRUCTION 05.05.17 CP d)SUPPLY AIR FAN SHALL START. SUFFICIENT AIFLOW. ISSUED FOR ADDENDUM 1 05.19.17 CP b)A HUMIDITY SENSOR LOCATED IN THE DUCTWORK e)COMPRESSOR AND RESPECTIVE CONDENSER FAN DOWNSTREAM OF THE STEAM INJECTION SOURCE REVISED PER DOH COMMENTS 07.11.17 CP SHALL. CYCLE (ON, OFF) TO MAINTAIN A SPACE SHALL MONITOR. HUMIDIFIER SHALL NOT OPERATE TEMPERATURE OF 85' F (adj.) SPACE OF SUPPLY AIR IS ABOVE 85X. ISSUED FOR DOB APPROVAL 03.23.18 CP TEMEI3ATURE SHALL BE DETERMINED BY THE I — RESPECTIVE WALL MOUNTED THERMOSTAT. c)AFTER PROVING AIRFLOW AND RELATIVE HUMIDITY UNIT SHALL SHUT DOWN ONCE THE SPACE IN THE DUCT, THE HUMIDIFIER SHALL ENERGIZE. TEMPERATURE HAS BEEN SATISFIED. d)HUMIDIFIER SHALL CYCLE IN STAGES To MAINTAIN 30% RH (adj.) AS SENSED BY THE UNITS k g)SUPPILY AND RETURN FANS SHALL OPERATE RESPECTIVE WALL MOUNTED THERMOSTAT. CONTINUOUSLY FOR RTU-1-2,3.4 TO MAINTAIN CYCLING SHALL BE VIA FACTORY INSTALLED CODE REQUIRED PRESSURE RELATIONSHIPS. CONTROLS AND CONTACTORS. 5)WINTER MODE — OCCUPIED 3)OFF MODE a)OCCUPIED WINTER MODE SHALL BE INITIATED BY a)HUMIDIFIER SHALL REMAIN OFF. 4 TIME OF DAY PROGRAMMING BASED ON TIME G.ELECTRIC BASEBOARD HEATER: STAFF' STARTS WORKING IN THE BUILDING. b)WHEN OCCUPIED WINTER MODE IS INITIATED, A 1)BASEBOARD HEATER SHALL BE CONTROLLED VIA THE ' COMMAND SHALL BE SENT TO START THE UNIT. RESPECTIVE WALL MOUNTED THERMOSTAT. c)SUPPLY AIR AND RETURN AIR FANS SHALL RUN 2)WINTER — ON MODE CONTINUOUSLY. a)HEATER SHALL CYCLE (ON, OFF) TO MAINTAIN yi THE OWNER SET SPACE TEMPERATURE AS d)GAS FIRED FURNACE SHALL MODULATE TO s -L SENSED BY THE UNITS RESPECTIVE WALL t MAINTAIN A SPACE TEMPERATURE OF 72' F (adj.) MOUNTED THERMOSTAT. CYCLING SHALL BE VIA SPACE TEMERATURE SWELL BE DETERMINED BY FACTORY INSTALLED CONTROLS AND CONTACTORS. THE RESPECTIVE WALL MOUNTED THERMOSTAT. DO NOT SCALE PLANS % 3)WINTER — OFF MODE ARCHITECT OF RECORD e)ECONOMIZER CYCLE SHALL BE ACTIVATED BY COMPARATIVE ENTHALPY SENSORS WHEN FREE a)BASEBOARD HEATER SHALL REMAIN OFF. Terjesen Associates, Architects COOLING IS AVAILABLE. CONTROLS SHALL BE INTEGRAL TO THE UNIT. K.AUTO—DIALER: 248 West 35th Street 11th Floor New York, NY 10001 6)VANIER MODE — UN—OCCUPIED 212.239.1526 Fax: 212,736.7899 1)AUTO DIALER SHALL BE PROVIDED WITH A PHONE a WINTER UN—OCCUPIED MODE SHALL START WHEN AND EMAIL CONNECTION TO SEND OUT AN ALERT IF E-mail: info@terjesenarchitects.com ) AN ALARM IS TRIGGERED. OCCUPIED WINTER MODE ENDS EACH DAY. L b}UPON A DROP IN SPACE TEMPERATURE PAST 55' 2)AUTO DIALER PANEL SHALL BE PROVIDED WITH HARD WIRE ALARM TIE'S FROM: F (ad j.) AS SENSED BY THERMOSTAT, A EP EMIMNIS COMMAND SHALL BE SENT TO START THE UNIT. a)ALL AHU do AC UNIT DRAIN PAN LEAK 110 William Street 32nd Floor New York, NY 10038 DETECTORS. 212.257.6190 Fax: 212.994.8091 c)OA DAMPER AND SPILL DAMPER SWILL REMAIN CLOSED www.EPENGINEERING.com a)a) IF A LEAK IS DETECTED, ALARM SHALL SOUND AND ALERT SHALL BE SENT TO THE STRUCTURAL ENGINEER..... .................._ W........ d) SUPPLY AIR AND RETURN AIR FANS SHALL RUN CLIENT. coNnNousLY. Engineering Firm b)AL1 PROCEDURE ROOMS AND PRE/POST Address e}GAS IlRED FURNACE SWILL MODULATE TO OPERATION AREAS. $g MAINTAIN A SPACE TEMPERATURE OF 55' F (adj.) Phone Fax: b)a) IF A TEMPERATURE ABOVE 80'F OR A E-mail: f) UNIT SWILL SHUT DOWN ONCE THE SPACE RELATIVE HUMIDITY ABOVE 60% IS SENSED "NW! MW TEMPERATURE HAS BEEN SATISFIED. BY THE SPACES'S THERMOSTAT OR =" PROJECT HUMIDISTAT, AN ALARM WILL SOUND AND AN g)SUPPILY AND RETURN FANS SHALL OPERATE ALERT SHALL BE SENT TO THE CLIENT, CONTINUOUSLY FOR RTU-1-2,3,4 TO MAINTAIN SOUTHOLD ASC CODE REQUIRED PRESSURE RELATIONSHIPS. c)IT ROOM, UPS ROOM, AND VACUUM ROOM THERMOSTAT. 700 BOISSEAU AVENUE B.COMMERCIAL SIPLITSOUTHOLD, NY E: c)a) IF A TEMPERATURE OF 85'F IS SENSED, 1)UPON A COMMAND TO START THE UNIT, COMPRESSOR ALARM SHALL SOUND AND AN ALERT SHALL BE SENT TO THE CLIENT. AND CONDENSER FAN, AND SUPPLY FAN SHALL DRAWING TITLE d)PROCEDURE ROOM STATIC PRESSURE SENSOR. MECHANICAL 2) SHUT DOWN THE UNIT, COMPRESSO S AND CONDENSER FMS SHALL STOP d)a) IN THE EVENT THAT THE STATIC PRESSURE SPECIFICATIONS f AND SUPPLY FAN SHALL STOP, SENSOR DETECTS A PRESSURE DIFFERENTIAL OF A-WC OR GREATER, ALARM SHALL 3)COMPRESS�ORS AND RESPECTIVE CONDENSER FANS SOUND AND AN ALERT SHALL BE SENT TO �3 O F 3} SHALL CYCLE (ON, OFF) TO MAINTAIN A SPACE THE CLIENT. TEMPERATURE OF 75 F (adj.) SPACE TEMERATURE DATE SHALL BE DETERMINED BY THE RESPECTIVE WALL r, MOUNTED THERMOSTAT 7110!17 PROJECT NUMBER C.TOILET EXHAUST FAN (TXF): 2017.025 1)FAN SHALL. RUN CONTINUOUSLY 24/7/365. DRAWN BY N F DRWN 2)MOTORIZED DAMPER AT ROOF PENETRATION SWILL BE INTERLOCKED WITH FAN OPERATION TO OPEN/CLOSE p AR SCALE WHEN FAN IS ENERGIZES/DE—ENERGIZES. �ti� AS NOTED 41 DRAWING NUMBER D.GENERAL EXHAUST FAN (GXF): m * 5 .. CODE 1)FAN RUN CON11N000USLY 24/7/365 TO ��' 0 26£x' M =80" 100 REQUIRED PRESSURE RELATIONSHIPS. OF N Y SEAL SHEET NO: 12 of 12v < Y 2: ' NORTH FORK , , GENERAL NOTES DEMOLI TION NOTES ABBREVIA T10N5 LEGEND w __.....................- , a 1. ELECTRICAL INSTALLATION SHALL COMPLY WITH THE BASE 21. CONDUIT SHALL BE CONTINUOUS AND COMPLETE BETWEEN 1. THE CONTRACTOR SHALL INCLUDE IN HIS BID ALL COSTS A/AMP AMPERE MAX MAXIMUM pS C LLC �pnpN T BUILDING REQUIREMENTS AND ALL CURRENT APPLICABLE PANELS, JUNCTION, OUTLET, PULL AND FIXTURE BOXES. IT ASSOCIATED WITH REMOVALS AND RELOCATIONS OF CODES, INCLUDING THE 2014 NATIONAL ELECTRICAL CODE SHALL BE KEPT CLEAN AND UNOBSTRUCTED INSIDE WITH ELECTRICAL WORK AS DESCRIBED IN THE SPECIFICATIONS AF AMP FUSE MCB MAIN CIRCUIT BREAKER20A, 120V/277V SINGLE POLE DIMMER 700 BOISSEAU AVE, SOUTHOLD, NY (NEC), AND ALL APPLICABLE LOCAL CODES HAVING ENDS FREE OF BURRS OR OTHER PROJECTIONS WHICH WITH ALLOWANCES FOR EXPECTED OR UNFORSEEN D JURISDICTION. WOULD DAMAGE OR IMPEDE PULLING OF WIRE. ALL DIFFICULTIES WHEN CONCEALED WORK HAS BEEN OPENED. AFCI ARC-FAULT CIRCUIT INTERRUPTER MC MOTOR CONTROLLER $ TYPE LIGHT SWITCH. "a" DENOTES CONDUIT SHALL BE INSTALLED PARALLEL AND NO CLAIMS FOR ADDITIONAL WORK ASSOCIATED WITH ° FIXTURES CONTROLLED. COORDINATE WITH 2. DRAWINGS ARE DIAGRAMMATIC. EXACT LOCATIONS SHALL PERPENDICULAR TO THE BUILDING LINES. ALL CONDUIT DEMOLITION WILL BE ACCEPTED, EXCEPT IN CERTAIN AFF ABOVE FINISHED FLOOR MCM THOUSAND CIRCULAR MILS ARCHITECT. SUIT FIELD CONDITIONS SHALL BE ROUTED CONCEALED IN FINISHED AREAS EXCEPT CASES CONSIDERED JUSTIFIABLE BY THE ARCHITECT. 20A, 120V 277V SINGLE POLE TOGGLE TTI SAND BE COORDINATED WITH / ARCHITECT AND ALL TRADES PRIOR TO INSTALLATION. WHERE OTHERWISE NOTED. AS AMP DISCONNECT SWITCH MD MOTORIZED DAMPER TYPE LIGHT SWITCH. "a" DENOTES 2. THE CONTRACTOR SHALL REMOVE AND/OR RELOCATE ALL ° FIXTURES CONTROLLED. COORDINATE WITH 3. ALL NEW WORK IN OR THROUGH EXISTING OCCUPIED 22. WIRES AND CABLES SHALL BE CONTINUOUS WITHOUT EXISTING ELECTRICAL WORK WHICH INTERFERES WITH THE AUTO AUTOMATIC MECH MECHANICAL ARCHITECT. ...... . F SPACES SHALL BE COORDINATED WITH THE TENANT AND SPLICES OR TAPS IN CONDUIT RUNS. ALL WIRING SHALL NEW ARCHITECTURAL AND ELECTRICAL LAYOUTS IN FULL AWG AMERICAN WIRE GAUGE MER MECHANICAL EQUIPMENT ROOM THE BUILDING OWNER OR HIS REPRESENTATIVE. PROVIDE BE IN CONDUIT OR AS NOTED. ALL SPLICES SHALL BE COORDINATION WITH THE ARCHITECT'S DEMOLITION PLANS. 3-WAY SWITCH II PROPER AND ADEQUATE PROTECTION FOR ALL MADE AT OUTLET BOXES, PULL BOXES OR JUNCTION a ALL SYSTEMS WHICH ARE NO LONGER REQUIRED TO C CONDUIT MAX MAXIMUM � FURNISHINGS, FIXTURES, ETC. BOXES. AT ALL JOINTS. CONDUCTORS SHALL BE SPLICED FUNCTION SHALL BE DE-ENERGIZED AND DISCONNECTED ELECTRICAL HOMERUN. TEXT INDICATES OR JOINED AS TO BE MECHANICALLY AND ELECTRICALLY AT THE SOURCE OF POWER SUPPLY. CB CIRCUIT BREAKER MIN MINIMUM EP-1.3.5 SOURCE PANEL AND CIRCUIT. NUMBER 4. ELECTRICAL CONTRACTOR SHALL SIZE PULL BOXES AND SECURE. /'�''�►+� OF ARROWS INDICATES PHASE (3-PHASE JUNCTION BOXES TO BASED ON FIELD CONDITIONS. 3. THE CONTRACTOR SHALL PERFORM DEMOLITION AND CKT CIRCUIT MLO MAIN LUG ONLY REFER TO ARCHITECTURAL DRAWINGS FOR WALL TYPES 23. IDENTIFICATION OF NEUTRAL., GROUNDING OF CIRCUITS. REMOVAL WORK WITH MINIMUM INTERFERENCE WITH SHOWN . AND AVAILABLE PARTITION THICKNESS. NUMBER OF WIRES IN CONDUIT SHALL COMPLY IN ALL FUNCTIONING ELECTRICAL SYSTEMS. ALL AFFECTED CLG CEILING MTD MOUNTED RESPECTS WITH THE REQUIREMENTS OF THE CODE. SYSTEMS SHALL BE RECONNECTED AND RESTORED. PANELBOARD 5. INDICATING ALL CONDUIT RUNS, BENDS, PULLBOXES AND CO CONDUIT ONLY MTS MANUAL TRANSFER SWITCH OFFSETS ARE BEYOND THE SCOPE OF THE ELECTRICAL 24. WIRE SHALL NOT BE DRAWN INTO CONDUIT UNTIL ALL 4. DEMOLITION AND REMOVAL WORK SHALL BE PERFORMED IN I i DRAWINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO WORK WHICH COULD CAUSE DAMAGE TO THE CONDUCTORS COMM COMMUNICATION (N) NEW A NEAT AND WORKMANLIKE MANNER. THE CONTRACTOR � ALTERNATING CURRENT MOTOR z INSTALL 'THE ELECTRICAL WORK IN CONFORMANCE WITH IS COMPLETED. SHALL PATCH, REPAIR OR OTHERWISE RESTORE ANY CU COPPER NEC NATIONAL ELECTRICAL CODE THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE DAMAGED INTERIOR OR EXTERIOR BUILDING SURFACE TO ' LOCAL CODES. 25. ALL MATERIAL SHALL CONFORM TO NEMA, ANSI, AND U. S. ITS ORIGINAL CONDITION. (DE) EXISTING TO BE REMOVED NIC NOT IN CONTRACT � DISCONNECT SWITCH - UNFUSED STANDARDS, WHICHEVER APPLIES AND SHALL BEAR THE R 6. ELECTRICAL INSTALLATION SHALL CONFORM TO THE INSPECTION LABEL OF UNDERWRITER LABORATORIES, INC. 5. THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL DEG DEGREE NTS NOT TO SCALE ISSUE: BUILDING STRUCTURE PRESERVING HEADROOM AND OUTLETS, SWITCHES AND OTHER DEVICES, COMPLETE WITH N> CLEARANCE IN PASSAGEWAYS. 26. ALL BOXES AND ENCLOSURES SHALL BE SET PLUMB, ASSOCIATED WIRING. CONDUITS, ETC., FROM PARTITIONS 'C DEGREE CELCIUS NYCEC NEW OJ YORK CITY ELECTRICAL CODE DISCONNECT SWITCH - FUSED DESCRIPTION DATE BY SQUARE AND SECURELY FASTENED. BOXES IN FINISHED THAT ARE TO BE REMOVED. WHERE THE REMOVAL OF ; 7. THE ELECTRICAL CONTRACTOR, BEFORE INSTALLING ANY OF WALLS SHALL BE FLUSH WITH FINISH SURFACE. ALL PULL THESE ITEMS DISRUPTS EXISTING WIRING THAT IS TO 'F DEGREE FAHRENHEIT OC ON CENTER ISSUED TO DOH 05.03.17 CP THE WORK, SHALL SEE THAT IT DOES NOT INTERFERE AND JUNCTION BOXES SHALL BE SIZED PER ARTICLE 314 REMAIN, THE CONTRACTOR SHALL INSTALL JUNCTION ® PULL BOX WITH CLEARANCES REQUIRED FOR FINISHED COLUMNS, OF THE NEC. BOXES AND OTHER DEVICES AND PROVIDE BYPASS DIA DIAMETER OCPD OVERCURRENT PROTECTION DEVICE __ ISSUED FOR CONSTRUCTION O5CP HUNG CEILINGS, PLASTER. PARTITIONS, WALLS, ETC., AS CONNECTIONS NECESSARY TO MAKE CIRCUITS AFFECTED ISSUED FOR ADDENDUM 1 05.19.17 CP SHOWN IN THE ARCHITECTURAL DRAWINGS AND DETAILS. 27. ELECTRICAL CONTRACTOR SHALL BALANCE LOADS BETWEEN CONTINUOUS AND READY FOR OPERATION. OTHERWISE, DISC DISCONNECT P POLE JUNCTION BOX IF ANY WORK IS SO INSTALLED AND IT LATER DEVELOPS PHASES ON ALL PANELBOARDS AND SWITCHBOARDS TO WIRING SHALL BE REMOVED BACK TO THE NEAREST 3 PLUMBING UPDATES 06.13.17Cp THAT SUCH DETAILS OR DESIGN CANNOT BE FOLLOWED, WITHIN 10%. ELECTRICAL JUNCTION BOX THAT IS TO REMAIN OR TO DN DOWN PB PULLBOX y, W THIS C014TRACTOR AT HIS OWN EXPENSE SHALL MAKE PANEL.BOARD. REVISED PER DOH COMMENTS 07.11.17 CP JUNCTION BOX CONNECTED VIA TOGGLE SUCH CHANGES IN THE WORK AS DIRECTED BY THE 28. ALL NEW WORK IN OR THROUGH EXISTING OCCUPIED DP DISTRIBUTION PANEL BOARD 0 PHASE SWITCH 2 ISSUED FOR DOB APPROVAL 03.23.18 CP A` ARCHITECT, AS WELL AS TO PERMIT THE INSTALLATION OF SPACES SHALL BE COORDINATED WITH THE TENANT AND 6. ALL RACEWAYS WHICH BECOME EXPOSED DURING THE THE ARCHITECTURAL WORK AS SHOWN ON THE PLANS AND THE BUILDING OWNER OR HIS REPRESENTATIVE. PROVIDE DWG DRAWING PNL PANEL ALTERATION WORK SHALL BE REMOVED AND REROUTED JUNCTION BOX CONNECTED VIA THERMAL DETAILS. PROPER AND ADEQUATE PROTECTION FOR ALL CONCEALED BEHIND FINISHED SURFACES. OVERLOAD SWITCH E EXISTING TO REMAIN PWR POWER FURNISHINGS, FIXTURES, ETC. ( ) B. ELECTRICAL CONTRACTOR SHALL REVIEW MECHANICAL, JUNCTION BOX FOR FIRE SMOKE DAMPER. 7. ALL UNUSED OUTLET BOXES OR CAPPED FLOOR OUTLETS EA EACH R RELOCATED PLUMBING, SPRINKLER AND TELECOMMUNICATIONS DESIGN 29. THE ELECTRICAL CONTRACTOR MUST COORDINATE ALL NEW SHALL BE PROVIDED WITH MATCHING BLANK COVERS. ( ) COORDINATE WITH MECHANICAL DOCUMENTS. FOR ADDITIONAL WORK REQUIRED UNDER PROTECTION DEVICES WITH EXISTING PROTECTION DEVICESEC ELECTRICAL CONTRACTOR ITEC RECEPTACLE CONTRACTOR. ELECTRICAL CONTRACT. UP UNE. 8. EXISTING PANEL DIRECTORIES AFFECTED 13Y THE JUNCTION BOX FOR MOTORIZED DAMPER. ALTERATION WORK SHALL BE MODIFIED TO REFLECT THE E.C. EMPTY CONDUIT REQD REQUIRED CIOQip COORDINATE WITH MECHANICAL 9. ELECTRICAL CONTRACTOR BEFORE SUBMITTING A 30. DEMOLITION, CUTTING, BURNING, TRENCHING OR CORE BRANCH CIRCUIT WIRING CHANGES. ZE CONTRACTOR. PROPOSAL, SHALL VISIT AND EXAMINE CAREFULLY THE DRILLING SHALL BE PERFORMED AND ON OVERTIME BASIS ELEC ELECTRICAL SCHED SCHEDULE �-- AREAS AFFECTED BY THIS WORK TO BECOME FAMILIAR AS DIRECTED BY OWNER, TENANT AND BUILDING 9. PORTIONS OF FEEDER RUNS TO BE REMOVED OR JUNCTION BOX FOR CONDENSATE PUMP. WITH EXISTING CONDITIONS AND WITH THE DIFFICULTIES MANAGEMENT. CONDUIT CHASING IN FLOOR SLAB REQUIRES ABANDONED AS A RESULT OF DEMOLITION WORK, BUT EM EMERGENCY SECT SECTION COORDINATE WITH MECHANICAL THAT WILL ATTEND THE EXECUTION OF THIS WORK. THE PERMISSION OF THE AFFECTED TENANT ON THE CONTRACTOR. WHICH ARE REQUIRED TO REMAIN ENERGIZED, SHALL BE SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS FLOOR BELOW PRIOR TO INSTALLATION. CUT AT CONVENIENT LOCATIONS, REROUTED AND EQUIP EQUIPMENT SP SINGLE POLE EVIDENCE' THAT SUCH AN EXAMINA11ON HAS BEEN MADE. RECONNECTED. NEW FEEDER EXTENSIONS SHALL MATCH -o ELECTRICAL CONDUIT TURNING UP AND LATL=R CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA 31. ALL CORE DRILL LOCATIONS SHALL BE COORDINATED WITH EXISTING ONES IN ALL RESPECTS, CABLE TYPE, (ER) EXISTING TO BE RELOCATED SPEC SPECIFICATION LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF EXISTING CONDITIONS IN THE CEILING OF THE FLOOR CONDUCTOR AMPACITY, CONDUIT SIZES, ETC. DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN BELOW (I.E. EXISTING DUCTWORK, PIPING, CONDUITS, ETC.). FA nRE ALARM SW SWITCH -• ELECTRICAL CONDUIT TURNING DOWN FORESEEN HAD SUCH AN EKAMINATION BEEN MADE. CORE DRILLING MUST BE PERFORMED DURING OFF HOURS 10. THE CONTRACTOR SHALL NOTIFY THE OWNER AT THE FBO FURNISHED BY OTHERS SWBD SWITCHBOARD WHEN, AND AS DIRECTED BY THE LANDLORD. ALL CORE APPROPRIATE TIME OF THE PROJECTED DEMOLITION AND 10. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH DRILL LOCATIONS MUST BE X-RAYED PRIOR TO CORING. PHASING SCHEDULE SO THAT REMOVAL OR RELOCATION OF FDR FEEDER SYS SYSTEMS ELECTRICAL CONDUIT MECHANICALPLUMBING AND SPRINKLER CONTRACTORS DUST PROTECTION MUST BE PROVIDED ON THE FI_OOR AFFECTED UTILITIES MAY BE CARRIED OUT IN FOR EXACT LOCATION OF EQUIPMENT INDICATED BELOW DURING CORE DRILLING AND REMOVED DAILY. COORDINATION WITH THE PROJECT REQUIREMENTS. THE Fir FIXTURE SYM SYMMETRICAL CORRESPONDING TO EACH TRADE. EXISTING CEILING TILES SHALL BE RE-INSTALLED AND CONTRACTOR SHALL FOLLOW CLOSELY THE ARCHITECTS © EMERGENCY POWER OFF SWITCH SPACE CLEANED AT THE END OF EACH WORK SHIFT. DEMOLITION AND PHASING SCHEDULE AND PROCEED IN FL FLOOR TEL TELEPHONE 11. AREA FROM TOP OF ELECTRICAL DISTRIBUTION EQUIPMENT THE SPECIFIED SEQUENCE. TO A HEIGHT OF 6'-0" ABOVE, OR STRUCTURAL CEILING 32. ELECTRICAL CONTRACTOR SHALL ABIDE BY THE 20A 125V 2-POLE GROUNDING TYPE FLUOR FLUORESCENT TEMP TEMPERATUREWALL MOUNTED DUPLEX POWER DO NOT SCALE PLANS WHICH EVER IS LOWER, SHALL BE DEDICATED ELECTRICAL IMPROVEMENT/CONSTRUCTION RULES AND REGULATIONS AS 11. ALL EXISTING MATERIAL AND EQUIPMENT IN USABLE SPACE. NO FOREIGN SYSTEMS SHALL BE ALLOWED TO RUN LAID DOWN BY THE OWNER. A COPY MAY BE OBTAINED CONDITION, WHICH IS TO BE REMOVED UNDER THIS FT FEET OR FOOT TYP TYPI RECEPTACLE (NEMA 5-20R) .. _ ,.._o, ��.-, : x THROUGH THIS AREA. FROM THE BUILDING MANAGEMENT. CONTRACT, SHALL REMAIN THE PROPERTY OF THE OWNER ARCHITECT Or-RECORD 20A, 125V, 2-POLE GROUNDING TYPE OR SHALL BE DISPOSED OF BY THE ELECTRICAL G GROUND LION LION WALL MOUNTED QUADRUPLEX POWER Ter esen Associates, Architects 12. CONTRACTOR SHALL ENSURE CLEARANCES FOR ELECTRICAL 33. FOR EXACT LOCATION AND FINISH SURFACE CONDITIONS CONTRACTOR, AS DIRECTED BY THE OWNER. RECEPTACLE (NEMA 5-20R) REQUIRED BY THE NATIONAL ELECTRICAL CODE, AND ALL OF CEILING, WALL, FLOOR MOUNTED DEVICES, REFER TO GFl GROUND FAULT INTERRUPTER UPS UNINTERRUPTIBLE POWER SUPPLY 248 West 35th Street 11th Floor New York, NY 10001 APPLICABLE LOCAL CODES ARE MET. CONTRACTOR IS ARCHITECTURAL DRAWINGS. HP HORSEPOWER V VOLT OR VOLTAGE 2-POLE MOUNTEDPD PLEXOUNDING POWER TYPE � 212.239.1526 Fax: 212.736.7899 RESPONSIBLE TO REPORT TO ENGINEER ANY CONDITION WHICH DOES NOT MEET CODE. 34. FOR EXACT LOCATION OF FACILITY EXPANSION JOINTS, FIRE HZ HERTZ VA VOLT AMPERE �� RECEPTACLE WITH GROUND FAULTRATED WALLS AND SMOKE E-mail: info@terjesenarchitects.com 13. EXACT MOUNTING LOCATION AND HEIGHT OF ALL DEVICES ARCHITECTURAL DRAWINGS. WALLS. REFER TO FIRE SMOKE DAMPER C O O R D 1 N A TION INTERRUPTER (NEMA 5-20R) JB JUNCTION BOX VAV VARIABLE AIR VOLUME 20A 125V 2-POLE GROUNDING TYPE �n m ar{ SHALL BE AS INDICATED ON ARCHITECTURAL DOCUMENTS. MECHANICAL ENGINEER LOCATION OF DEVICES ON ELECTRICAL PLANS ARE 35. EC SHALL PROVIDE RECEPTACLES AND C.B. IN PANEL TO REFER TO 'COMBINATION FIRE SMOKE DAMPER - INSTALLATION MATRIX' � WALL MOUNTED DEDICATED DUPLEX SCHEMATIC, AND SHOULD BE VERIFIED WITH ARCHITECT MATCH CORD AND PLUG SUPPLIED WITH EQUIPMENT. ON MECHANICAL PLANS FOR THE RESPONSIBILITIES OF EACH TRADE KILOVOLT VFD VARIABLE FREQUENCY DRIVE POWER RECEPTACLE (NEMA 5-20R) �� 9 PRIOR TO COMMENCEMENT. WITH REGARD TO THE PROVISION AND INSTALLATION OF FIRE SMOKE KVA KILOVOLT AMPERE VP VAPORPROOF PROVIDE A FLUSH MOUNTED FLOOR BOX 110 William Street 32nd Floor New York, NY 10038 36. ALL TERMINATIONS, CONDUIT FITTINGS AND CONNECTIONS DAMPERS. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR AND FOR WITH QUAD POWER RECEPTACLE AND 14. ANY AND ALL EXISTING PANELS AFFECTED SHALL HAVE SHALL BE COMPRESSION TYPE, UNLESS APPROVED BY FIRE ALARM CONTRACTOR SHALL COORDINATE REQUIREMENTS WITH EACH KW KILOWATT W WATT ® DATA OUTLET. PROVIDE WIREMOLD 880W 212.257.6190 Fax: 212.994.8091 THEIR DIRECTORIES CORRECTED TO INCLUDE NEW WORK, ENGINEER. OTHER PRIOR TO COMMENCEMENT. OR APPROVED EQUAL. r: www.EPENGINEERING.com AND EXISTING CIRCUITS VERIFIED. BALANCE ALL LOADS, LTG LIGHTING WP WEATHERPROOF NEW AND, EXISTING, BETWEEN THE THREE (3) PHASES OF STANDARD FLUSH WALL MOUNTED _.............................................. ..__._.. r STRUCTURAL ENGINEER PROVIDE ONE STANDARD DOUBLE GANG Engineering Firm EACH PAINEL AFFECTED. TELECOMMUNICATIONS/DATA OUTLET. 15. MAINTAIN CONTINUOUS SERVICE TO FEEDERS, CIRCUITS OR BOX WITH PLASTER RING AND A 1" PARTIAL CIRCUITS, AND OUTLETS AFFECTED BY THIS WORK. ® ® CONDUIT STUB UP AND BUSHED TO 2" Address i ABOVE ACCESSIBLE CEILING. WHERE NO Phone Fax: 16. ALL OPENINGS AROUND ELECTRICAL PENETRATIONS S HUNG CEILING EXISTS, PROVIDE 1" E-mail: THROUGH! FIRE RESISTANCE RATED CONSTRUCTION SHALL CONDUIT TO A HEIGHT WITHIN 2w OF BE FIRE-STOPPED USING APPROVED METHODS. SLAB. COORDINATE MOUNTING HEIGHTS PROJECT DRAWING L 1ST WITH ARCHITECT AND NURSE CALL f 17. PROVIDE RACEWAY WIRE AND CABLE ASSOCIATED FITTINGS VENDOR PRIOR TO COMMENCEMENT. " S O U T H p L D ASC AND CONNECTORS, AND COMPLETE CONNECTIONS REQUIRED FOR DESIGNATED BRANCH CIRCUITS FROM -�- - TEXT/UNEWEIGHT WHICH INDICATES DEVICE(S) TO FINAL OVERCURRENT DEVICE AND TO LOCAL E -100 . 00 ELECTRICAL SYMBOLS , NOTES & ABBREVIATIONS DEVICES AND EQUIPMENT TO BE 700 BOISSEAU AVENUE CONTROL DEVICE(S) PER SPECIFICATIONS. XXXX REMOVED SOUTHOLD NY 18. MINIMUM BRANCH CIRCUIT WIRE SIZE SHALL BE #12 AWG E - 20 0 . 0 0 ELECTRICAL DEMOLITION PLAN - CELLAR ~` ' EXCEPT LIFE SAFETY BRANCH CIRCUIT WIRING WHICH z SHALL BE MINIMUM #10 AWG. MAINTAIN MAXIMUM BRANCH E -201 . 00 ELECTRICAL DEMOLITION PLAN - GRCUND FLOOR CIRCUIT CONDUCTOR LENGTHS AS PER SPECIFICATIONS. W TEXT/UNEWEIGHT WHICH INDICATES DRAWING TITLE INCLUDE GROUND CONDUCTOR DERATINGS. E -3 0 0 . 0 0 ELECTRICAL POWER PLAN - CELLAR >; :;<„; EXISTING DEVICES AND EQUIPMENT ELECTRICAL 19. SE13ARATE NEUTRAL CIRCUIT. DERATEONDUCTORSPER PULL CONDUCTORS FROM �D E -301 . 00 ELECTRICAL POWER PLAN - GROUND FLOOR � � FOR EACH BRANCH SYMBOLS, NOTES NEC ACCORDINGLY. E -302 . 00 ELECTRICAL MECHANICAL POWER PLAN - GROUND FLOOR ; TEXT/UNEWEIGHT WHICH INDICATES NEW & ABBREVIATIONS 20. PROVIDE GROUNDING PER NEC. PROVIDE GREEN GROUND E -400 . 00 ELECTRICAL LIGHTING PLAN - CELLAR XXXX DEVICES AND EQUIPMENT w „ ` WIRE IN ALL BRANCH AND FEEDER CIRCUITS SIZED PER E -401 . 00 ELECTRICAL LIGHTING PLAN - GROUND FLOOR CODE. DATE E -500 . 00 ELECTRICAL RISER DIAGRAM ' 5/16!17 E - 600 . 00 ELECTRICAL PANEL SCHEDULES (1 OF 3 ) PROJECT NUMBER E - 601 . 00 ELECTRICAL PANEL SCHEDULES ( 2 OF 3 ) 2017.025 E - 602 . 00 ELECTRICAL PANEL SCHEDULES ( 3 OF 3 ) DRAWN BY JV E -700 . 00 ELECTRICAL DETAILS DAf�Oy SCALE E -800 . 00 ELECTRICAL SPECIFICATIONS (1 OF 4 ) AS NOTED E - 801. 00 ELECTRICAL SPECIFICATIONS ( 2 OF 4 ; `"� � ' O-' � U � DRAWING NUMBER E - 802 . 00 ELECTRICAL SPECIFICATIONS ( 3 OF 4 ; - E -803. 00 ELECTRICAL SPECIFICATIONS (4 OF 4 ) �q 0268 y©`rE=1 00 . 00 OF NO Y SEAL SHEETNO: 1 OF 17 ......:. ..::::.<:. u,,... • •��s '::.,„... ..;...::::: ,:;::: �:<: t ,. ,..... .r. ,m.. -.::�s ,.. :��., .......... ,;... ':;gas:,.. ....,.... ;n�:: ':�::::::. ...>.... , PLAN NOTES NORTH FORK �� 1. REFER TO DEMOLITION NOTES ON E-100. . ..... . ............ ......... S C LLC 700 BOISSEAU AVE, SOUTHOLD, NY KEY NOTES CONTRACTOR SHALL REMOVE ALL ELECTRICAL WIRING, CONDUIT, BOXES, RACEWAY, DEVICES AND EQUIPMENT ON THIS FLOOR. Z ISSUE: DESCRIPTION DATE BY ...... ...... 77 ISSUED TO DOH 05.03.17 W., A 6 ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP ITF 71 MO PLUMBING UPDATES 06.13.17 CP REVISED PER DOH COMMENTS 07.11.17 CP ISSUED FOR DOB APPROVAL 03.23.18 7 ........................... fa iii 'A' (DE) PANEL ............. SERVICE END BOX/METER (DE) DISCONNECT SWITCH (DE) SWITCHBOARD (DE) Y M I DO NOT SCALE PLANS . ..... . ARCHITECT OF RECORD D Terjesen Associates, Architects N. 248 West 35th Street 11 th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER ep EP ECSIMNS WN 110 William Street 32nd FloorNewYork, NY 10038 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com ................... ................................................ ............................. ................................................... STRUCTURAL ENGINEER L Engineering Firm F Address Phone Fax: E-mail: PROJECT SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY L EC TRICA L DIMOL TION PL A N - C IF- L L A R SCALE: 3/16"=1'-0" DRAWING TITLE E ELECTRICAL DEMOLITION PLAN CELLAR DATE 5/4/17 PROJECT NUMBER 2017.025 DRAWN BY ......... iv D A, SCALE AS NOTED DRAWING NUMBER rn '' `S'�,Q 0ab 2Z�OF E=200mOO SEAL SHEET N0: OF 17 .. ........ . ........... . X! PLAN NOTES ,,, NORTH FORK ,, 1. REFER TO DEMOLITION NOTES ON E-100. ..................... .............. ... ......... ...... . ....... ...._,. _; SC LLC 700 BOISSEAU AVE, SOUTHOLD, NY p„,,.........��::...:r"yyx,.�. ... ,aR�,M. .:�M:::::.' ....::::....:... ..:.`.".rx':.. ... .yam,»......;roKt�+x:....... „Ax,Vx:....: •tlx,:..•»W�P C' 3. 1� , T KEY NOTES O1 CONTRACTOR SHALL REMOVE ALL ELECTRICAL WIRING, CONDUIT, DEVICES AND : EQUIPMENT ON THIS FLOOR. : 3 3 , »x::':�a,yxx;. .•�'au': x4w:.::: ::::i�x;::: :::ux;;::.� �:\`1tSo. .1�tFa. ..v�WltbHk :: &::.� �: ::::,bx *:::::::arc;xro'u;::::mw<:<::,;x;<:.xxf„x 3 4 ISSUE: ' DESCRIPTION DATE BY ISSUED TO DOH 05.03.17 CP ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP PLUMBING UPDATES 06.13.17 CP REVISED PER DOH COMMENTS 07.11.17 CP ISSUED FOR DOB APPROVAL 03.23.18 CP I, .......... PANEL 'B' (DE) k ,a DO NOT SCALE PLANS ARCHITECT OF RECORD ...... ..... ... ........,. m. » . .0 ,,,x�..... i Terjesen Associates, Architects 1PEI " 248 West 35th Street 11 th Floor New York, NY 10001 F 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com ... ...... : ;. MECHANICAL ENGINEER PANEL D� (DE) . q ep F EP EMEMNS ;< 110 William Street 32nd Floor New York, NY 10038 1 I 212.257.6190 Fax: 212.994, 091 www.EPENGINEERING.com __ . _ .r_ __. ._ .._ .. .......... STRUCTURAL ENGINEER IkKi Engineering Firm Address PANEL ' ' P { ) hone Fax: - DE E-mail: : I> v� . . ... . PROJECT •.�. . �.. �„ ��.. �,�. .. . ......... ,.. .�...................._.....x�f„rte ti x4, a.,itt , .. ........ ...... i. .. , .,. .. .. .. , R Dv. .v . .. .. ...... . ...... ; .... ..... SOUTHOLD ASC .. : ' 700 BOISSEAU AVENUE ................... ................................. ............. SOUTHOLD, NY DRAWING TITLE ELECTRICAL DEMOLITION PLAN - GROUND FLOOR DATE 514117 PROJECT NUMBER 2017.025 DRAWN BY 4 JV 0 Ap SCALE AS NOTED DRAWING NUMBER L EC TRI CA L DEMOL I TION PL A N - OR 0 UND R 0 OR * z m 1 SCALE: 3/16”=1'-0" r `S'�9 0268 �p4k OF N 2�� E =201 ■ V g SEAL SHEETNO. 3 OF 17 s; f PLAN NOTES ". NORTH FORK s 1. CIRCUIT NUMBERS ARE FOR GROUPING PURPOSES AND FOR REFERENCE _..._. w......_ .w_...d:.._._,.... ..._._...._.... ONLY, INDICATING CIRCUITING TO PANEL 'MP', UON. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING S C LC HEIGHTS OF ALL RECEPTACLES, EQUIPMENT AND WIRING DEVICES. 3. ALL BRANCH WIRING SHALL BE MINIMUM (2) 112 THHN CU + (1) #12 CU 700 BOISSEAU AVE, SOUTHOLD, NY GND. IN A 3/4"C. 4. 3/4" SHALL BE THE MINIMUM SIZE CONDUIT. 5. COORDINATE ALL SAW CUTTING, CORE DRILLING, AND PATCHING OF FLOOR WITH THE BUILDING OWNER AND GENERAL CONTRACTOR. 6. ALL BRANCH CIRCUITS SHALL HAVE A SEPARATE GROUND AND SEPARATE NEUTRAL WIRES. SHARED NEUTRAL HOMERUNS ARE NOT PERMITTED. DERATE ALL CONDUCTORS AS REQUIRED BY NEC. 7. FOR ALL CORD-AND-PLUG EQUIPMENT, COORDINATE REQUIREMENTS WITH EQUIPMENT MANUFACTURER. • 8. ALL RECEPTACLES WITHIN 6'-0" OF A SINK'S EDGE SHALL BE PROVIDED WITH GFCI PROTECTION. „„ 9. PROVIDE RACEWAY, WIRE AND CABLE, ASSOCIATED FITTINGS AND CONNECTORS. AND COMPLETE CONNECTIONS REQUIRED FOR DESIGNATED BRANCH CIRCUITS FROM DEVICE(S) TO FINAL OVERCURRENT DEVICE PER SPECIFICATIONS AS INDICATED ON PLANS. z 10. MAINTAIN MAXIMUM BRANCH CIRCUIT CONDUCTOR LENGTHS AS PER SPECIFICATIONS. INCLUDE GROUND CONDUCTOR DERATINGS. ♦..r:.m.::..:>:::;; ::.: ,; b: ..n:.:;<,r.. : ,,. ::: :. :: AUTOMATIC TRANSFER SWITCH 'ATS-EM' 11. PROVIDE GREEN GROUND WIRE 1N ALL BRANCH CIRCUITS SIZED PER NEC. ISSUE: DESCRIPTION DATE BY . CONTRACTOR SHALLOF ALL REQUIRED ELECTRICAL CLEARANCE (TYP.) 1 DEDICATED ELECTRICALOINATE OUTLETS WITH THETHEOAR HRECT.SEPARATE CIRCUITS & ISSUED TO DOH 05.03.17 CP :, a :'°.. :, ,. :v PANEL EMC 1 ISSUED FOR CONSTRUCTION 05.05.17 CP 3. ALL WIRING IN EXPOSED AREAS SHALL BE IN CONDUIT. EMQ-38 EMC-28 °' ISSUED FOR ADDENDUM 1 05.19.17 CP ' PANEL EMQ ... ... .,:. .....:. ..,., ,.,.,..:.. I CONTRACTOR LL ALL EMPTY ..... ......... ....... ........ .. ::::. .s:r :::::: .... ':F' CONDUIT SLEEVES ULLBOXES KBA PROVIDE ETC. FOR OR CONTROLSC PLUMBING UPDATES 06.13.17 CP , h EM -3 J REQUIREMENT. REFER TO THE MECHANICAL DRAWINGS FOR EXACT REVISED PER DOH COMMENTS 07.11.17 CP AHU ; EP-5 EP-5 EMQ-3 EP-5 REQUIREMENTS. PROVIDE ALL WIRING AS REQUIRED. m - CP . _ ...................._,..... C-2 AHU � CUH ISSUED FOR DOB APPROVAL 03 23 18 TO ACCU-C-2 2 EMQ-3 C-3 C-1 12.14 FOR NURSE CALL EQUIPMENT RACKWH as : 23 EMQ-49,51,53 ,3 C-1 1 SEP :' AHU 2 KEY NOTES C-1 1.3 PANEL 'EMI: WH Ilk- 2 EM L-1 6: . EP- C-2 �1 PROVIDE DISCONNECT SWITCH AS INDICATED FOR VACUUM PUMP IN THIS SERVICE END BOX ROOM. INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL W, TO ACCU-C-1 7: PROVIDE CONDUCTORS AND CONDUIT FOR FINAL CONNECTION TO EQUIPMENT. y 600A TRANS-S COORDINATE WITH EQUIPMENT VENDOR PRIOR TO COMMENCEMENT. 600AS/600AF DISC. SW. O PROVIDE A 12” x 40, PREDRILLED COPPER GROUND BAR GROUNDED TO ; &41 ' ; f BUILDING STEEL REFER TO DETAIL ON E-700 FOR ADDITIONAL INFORMATION. ' 30AS/30AF DISCONNECT SWITCH � PANEL 'DP' TP �' ,� . REFER TO RISER DIAGRAM ON E-500 FOR ELECTRICAL CONNECTION . ._ INFORMATION FOR SPRINKLER BOOSTER PUMP, PANEL 'MP' C-1 600AS/500AF FOR SPRINKLER � EP-5 BOOSTER PUMP .,.;Q PANEL PP ::. 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"T ...................... ............ . .......... ................... . . .... . ........... ............ is 6 EMQ-3 ........... 4 DO NOT SCALE PLANS ........... .............. .............. ............ ............. ARCHITECT: 0'F' RECORD Terjesen Associates, Architects ................ ............. ..... .. ..........................- ........... . ....... .. 248 West 35th Street 11th Floor New York, NY 10001 is .......... . ........ ........ ... ....................................... .................................... ...... . ...... ....... ............. ....... .............. 212.239.1526 Fax: 212,736,7899 E-mail: info@terjesenarchitects.com LEC TRI CAI POWER PLAN - GROUND FLOOR SCALE: 3/16"=1'—Ow EP EIGIMrS 110 William Street 32nd Floor New York, NY 10038 212.257.6190 Fax: 212.994.8091 www.EPENGINEER]NG.com ............................... STRUCTURAL ENGINEER PLAN NOTES KEY NOTES EMERGENCY POWER RECEPTACLE NOTE Engineering Firm 1. CIRCUIT NUMBERS ARE FOR GROUPING PURPOSES AND FOR REFERENCE 9. PROVIDE RACEWAY, WIRE AND CABLE, ASSOCIATED FITTINGS AND (D PROVIDE POWER AND TELECOMMUNICATIONS CONDUIT WITHIN CEILING OF 1. ALL RECEPTACLES CONNECTED TO EMERGENCY POWER SHALL BE RED ONLY, INDICATING CIRCUITING TO PANEL 'EP', UON. CONNECTORS, AND COMPLETE CONNECTIONS REQUIRED FOR DESIGNATED IN COLOR AND SHALL BE PROVIDED WITH A RED COVER AND CIRCUIT Address FLOOR BELOW TO FLOOR BOX AS INDICATED. TELECOMMUNICATIONS CONDUIT BRANCH CIRCUITS FROM DEVICE(S) TO FINAL OVERCURRENT DEVICE PER NUMBER LABEL. Phone Fax: SHALL BE MINIMUM I*. COORDINATE WITH ARCHITECT PRIOR TO 2. REFER 'TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND SPECIFICATIONS AS INDICATED ON PLANS. COMMENCEMENT. 2. NORMAL AND EMERGENCY POWER WIRING SHALL BE RUN E-mail: MOUNTING HEIGHTS OF ALL RECEPTACLES, EQUIPMENT AND WIRING DEVICES. 10. MAINTAIN MAXIMUM BRANCH CIRCUIT CONDUCTOR LENGTHS AS PERO INDEPENDENTLY IN SEPARATE CONDUITS AND JUNCTION BOXES. PROJECT PROVIDE POWER CONDUIT WITHIN CEILING OF FLOOR BELOW TO FLOOR SPECIFICATIONS. INCLUDE GROUND CONDUCTOR DERATINGS. MOUNTED JUNCTION BOX AS INDICATED. COORDINATE WITH ARCHITECT PRIOR 3. ALL BRANCH WIRING SHALL BE MINIMUM (2) #12 THHN CU + (1) #12 TO COMMENCEMENT. 11. PROVIDE GREEN GROUND WIRE IN ALL BRANCH CIRCUITS SIZED PER NEC. CU GNE). INA 3/40C. SOUTHOLD ASC PROVIDE A FLOOR MOUNTED JUNCTION BOX FOR OPERATING TABLE IN THIS PA TIENT BEL) RECEPTACLE NOTE 4. 3/4- SHALL BE THE MINIMUM SIZE CONDUIT. 12. CONTRACTOR SHALL COORDINATE THE COLOR OF ALL SEPARATE CIRCUITS AREA. CONTRACTOR SHALL OBTAIN EXACT ELECTRICAL REQUIREMENTS FROM 700 BOISSEAU AVENUE & DEDICATED ELECTRICAL OUTLETS WITH THE ARCHITECT. MANUFACTURER. INSTALL PER TABLE MANUFACTURER'S SPECIFICATIONS. SOUTHOLD, NY ALL RECEPTACLES PROVIDED IN AREAS CONTAINING PATIENT BEDS (I.E. 5. COORDINATE ALL SAW CUTTING, CORE DRILLING, AND PATCHING OF FLOOR COORDINATE WITH ARCHITECT PRIOR TO COMMENCEMENT. WITH THE BUILDING OWNER AND GENERAL CONTRACTOR. 13. ALL WIRING IN EXPOSED AREAS SHALL BE IN CONDUIT. EXAM ROOMS, OPERATING ROOMS, ENDOSCOPY ROOMS, PRE-OP BAYS, OMEDICAL GAS OXYGEN PROVIDE A JUNCTION BOX AS REQUIRED FOR ME POST OP BAYS, ETC.) SHALL BE LISTED 'HOSPITAL GRADE' AND SO 6. ALL BRANCH CIRCUITS SHALL HAVE A SEPARATE GROUND AND SEPARATE 14. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EMPTY MANIFOLD IN THIS AREA. INSTALL PER MANUFACTURER'S SPECIFICATIONS. IDENTIFIED PER NEC ARTICLE 517. DRAWING TITLE CONDUITS, CONDUIT SLEEVES, PULLBOXIES, BACK BOXES, ETC. FOR NEUTRAL WIRES. SHARED NEUTRAL HOMERUNS ARE NOT PERMITTED. CONTROLS REQUIREMENT. REFER TO THE MECHANICAL DRAWINGS FOR ELECTRICAL DERATE ALL CONDUCTORS AS REQUIRED BY NEC. O EXACT REQUIREMENTS. PROVIDE ALL WIRING AS REQUIRED. RECEPTACLE MOUNTED WITHIN MILLWORK. ROUTE CONDUIT WITHIN MILLWORK AS REQUIRED. COORDINATE WITH ARCHITECT AND MILLWORK VENDOR PRIOR POWER PLAN 7. FOR AIJL CORD-AND-PLUG EQUIPMENT, COORDINATE REQUIREMENTS WITH TO COMMENCEMENT. EQUIPMENT MANUFACTURER. O PROVIDE A JUNCT10N BOX AS REQUIRED FOR DRINKING FOUNTAIN IN THIS - GROUND FLOOR 8. ALL RECEPTACLES WITHIN 6'-0w OF A SINK'S EDGE SHALL BE PROVIDED AREA. INSTALL PER MANUFACTURER'S SPECIFICATIONS. 4 WITH GFCI PROTECTION, O SINK PROVIDED WITH AN INFRARED SENSOR. PROVIDE A 110 VOLT DATE CONNECTION TO LOCAL CONVENIENCE CIRCUIT. CONTRACTOR SHALL OBTAIN 717/17 REQUIREMENTS FROM MANUFACTURER PRIOR TO COMMENCEMENT. PROJECT NUMBER O 0 PROVIDE A JUNCTION BOX AS REQUIRED FOR MEDICAL GAS ALARM PANEL IN 2017.025 THIS AREA. INSTALL PER MANUFACTURER'S SPECIFICATIONS. DRAWN BY HOMERUNS TO 'ATS-EM' AND SPRINKLER BOOSTER TRANSFER SWITCH. JV REFER TO RISER. 0 AA SCALE O10 208/120V 175kW/219kVA GENERATOR IN SOUND ATTENUATED OUTDOOR AS NOTED ENCLOSURE. REFER TO SPECIFICATION. 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F. } 25,27 DO NOT SCALE PLANS , EBH EMQ-3 # _ 1_2 ARCHITECT OF RECORD �: .:i,` i EMO-20 # Terjesen Associates, Architects x; :.. .. ..., ,. M 2 °°° 8 West 35th Street 11th Floor New York, NY 10001 e GXF CUH � 212.239.1526 Fax: 212,736.7899 1-1 1-1 E-mail: info@terjesenarchitects.com o ter'e F";:«'<s»s:':'::':::txx:w::........xr.<ar... ..:.,..,f.... ...,a,,:;. ':(,�F.'a:. .... .... .... .... ..a•gnR_•• t b�,......» ,• MECHANICAL ENGINEER cr- 81 x 0 RS 110 William Street 32nd Floor New York, NY 10038 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com ..,.... .................................... . .... .............._. .......... ........ ... . .... .. .. ... . . ....... ...... . ....... E< STRUCTURAL ENGINEER Engineering Firm Address `= Phone Fax: E-mail: L ECTRI CA L MECHA MICA L PO WfR PL A N - 6R0 UND R 0O PROJECT ijSCALE: 3/16"=1'-0~ SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY PLAN NOTES ° DRAWING TITLE ' 1. CIRCUIT NUMBERS ARE FOR GROUPING PURPOSES AND FOR REFERENCE 9. PROVIDE RACEWAY, WIRE AND CABLE, ASSOCIATED FITTINGS AND ELECTRICAL ONLY, INDICATING CIRCUITING TO PANEL 'MP'. UON. CONNECTED BRANCHTCIRCUITS FROM AND PDEVICE(S)LETE NTo FINAL OVERCUR ENT DEVICECTIONS REQUIRED FOR E MECHANICAL POWER PLAN 2. REFER TO MOUNTING HEIGHTS OF ALL RECEPTACL DRAWINGS FOR LES, EQUIPMENT PMENT AND WIRING T LOCA71ON AND SPECIFICATIONS AS INDICATED ON PIANS. — GROUND FLOOR DEVICES. 10. MAINTAIN MAXIMUM BRANCH CIRCUIT CONDUCTOR LENGTHS AS PER SPECIFICATIONS. INCLUDE GROUND CONDUCTOR DERATINGS. 3. ALL BRANCH WIRING SHALL BE MINIMUM (2) #12 THHN CU + (1) #12 CU GND. IN A 3/4"C. 11. PROVIDE GREEN GROUND WIRE IN ALL BRANCH CIRCUITS SIZED PER NEC. DATE 5116117 4. 3/4" SHALL BE THE MINIMUM SIZE CONDUIT. 12. CONTRACTOR SHALL COORDINATE THE COLOR OF ALL -SEPARATE CIRCUITS PROJECT NUMBER & DEDICATED ELECTRICAL OUTLETS WITH THE ARCHITECT. 5. COORDINATE ALL SAW CUTTING, CORE DRILLING, AND PATCHING OF FLOOR 2017.025 WITH THE BUILDING OWNER AND GENERAL CONTRACTOR. 13. ALL WIRING IN EXPOSED AREAS SHALL BE IN CONDUIT. DRAWN BY 6. ALL BRANCH CIRCUITS SHALL HAVE A SEPARATE GROUND AND SEPARATE 14. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EMPTY — JV NEUTRAL. WIRES. SHARED NEUTRAL HOMERUNS ARE NOT PERMUTED. CONDUITS, CONDUIT SLEEVES, PULLBOXES, BACK BOXES. ETC. FOR DERAl'E ALL CONDUCTORS AS REQUIRED BY NEC. CONTROLS REQUIREMENT. REFER TO THE MECHANICAL DRAWINGS FOR ��0 A. Oyi SCALE EXACT REQUIREMENTS. PROVIDE ALL WIRING AS REQUIRED. AS NOTED 7. FOR ALL CORD—AND—PLUG EQUIPMENT, COORDINATE REQUIREMENTS WITH m EQUIPMENT MANUFACTURER. Cr v �An * DRAWING NUMBER 8. ALL RECEPTACLES WITHIN 6'-0" OF A SINK'S EDGE SHALL BE PROVIDED WITH GFCI PROTECTION. `r',* X26 E =30100 OF N Ic SEAL SHEET N0: 6 OF 17 ... .. ..;fx.. ....v..... ::.::. ... ...: ...... ......... ...,..... r,>.,' .. .,. .::\V':i:,::. ;5`•.M�P...."."�.'.:9?:?f�..'.". M§ 'MM, Am W. PLAN NOTES , ' IORTH FORK ,, PN 1. CIRCUIT NUMBERS ARE FOR GROUPING PURPOSES AND FOR REFERENCE ............. ONLY, INDICATING CIRCUITING TO PANEL 'EP', UON. 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF ALL RECEPTACLES, EQUIPMENT AND WIRING DEVICES. S C LC 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, PLACEMENT 700 BOISSEAU AVE, SOUTHOLD, NY AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES. 4. ALL BRANCH WIRING SHALL BE MINIMUM (2) #12 THHN CU + (1) #12 CU 7 GND IN A 3/4-C. 5. 3/4" SHALL BE THE MINIMUM SIZE CONDUIT. 6. ALL BRANCH CIRCUITS SHALL HAVE A SEPARATE GROUND AND SEPARATE NEUTRAL WIRES. SHARED NEUTRAL HOMERUNS ARE NOT PERMITTED. DERATE ........ ALL CONDUCTORS AS REQUIRED 13Y NEC. 7. PROVIDE RACEWAY, WIRE AND CABLE, ASSOCIATED FITTINGS AND CONNECTORS. AND COMPLETE CONNECTIONS REQUIRED FOR DESIGNATED BRANCH CIRCUITS FROM DEVICE(S) TO FINAL OVERCURRENT DEVICE PER SPECIFICATIONS AS INDICATED ON PLANS. 8. MAINTAIN MAXIMUM BRANCH CIRCUIT CONDUCTOR LENGTHS AS PER SPECIFICATIONS. INCLUDE GROUND CONDUCTOR DERA'n NGS. 9. PROVIDE GREEN GROUND WIRE IN ALL BRANCH CIRCUITS SIZED PER NEC. z 10. ALL WIRING IN EXPOSED AREAS SHALL BE IN CONDUIT. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE. LIGHT FIXTURES SHALL BE SUPPLIED BY THE GENERAL CONTRACTOR, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. ISSUE: .W1 12. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE LIGHTING DESCRIPTION DATE BY FIXTURES AND COMPONENTS ARE COMPATIBLE WITH THE LIGHTING CONTROLS. ISSUED TO DOH 05,03.17 CP wx- C P 13. COORDINATE ALL SWITCHING REQUIREMENTS AND SWITCH LOCATIONS WITH ISSUED FOR CONSTRUCTION 05.05.17 ARCHITECT AND LIGHTING DESIGNER PRIOR TO INSTALLATION. ISSUED FOR ADDENDUM 1 05.19.17 CP INC, . .. ..... 7 14. FIXTURES WITH 'EM' DESIGNATION SHALL BE PROVIDED WITH A 90 MINUTE w, & ,T1111. PLUMBING UPDATES 06.13.17 C .................................... ;3 BATTERY BACKUP BALLAST. REFER TO 'EMERGENCY LIGHTING BALLAST EML-2 INSTALLATION' DETAIL. REVISED PER DOH COMMENTS 07.11.17 CP 4 EML-2I ISSUED FOR DOB APPROVAL 03.23.18 CP E 15. FIXTURES WITH 'NL! DESIGNATION SHALL BE WIRED AHEAD OF CONTROL EMC-2 5 EML-2 X 1 2 DEVICE(S) FOR NIGHT OPERATION. EM' L4 2 EMC-2 NO r E L4 2 X EM y 2 X M 2.......... Fe KEY NOTES EM L4 4 SWITCH CONTROLLING LIGHTING THAT IS POWERED BY EMERGENCY CIRCUIT 01 SHALL BE INSTALLED IN A SEPARATE BACKBOX FROM SWITCH CONTROLLING NORMAL LIGHTING. LIGHTING CIRCUITS INDICATED ON E-600. SUBMIT CUTSHEET TO ENGINEER 2 PROVIDE A TORK ELC74 TIMECLOCK OR APPROVED EQUAL FOR CONTROL OF ARCHITECT PRIOR TO COMMENCEMENT. REFER TO 'LIGHTING CONTROL EML-2 . ...... FOR APPROVAL PRIOR TO COMMENCEMENT. COORDINATE LOCATION WITH EML-2 DIAGRAM' ON E-600 FOR FURTHER DETAIL 4 4 3 p ( 3 PROVIDE A LUTRON MRF2-6ANS—XX TYPE TOGGLE SWITCH WITH WIRELESS D3 -y 2 CAPABILITY FOR LIGHTING INDICATED. COORDINATE WITH ARCHITECT PRIOR TO COMMENCEMENT. INSTALL PER MANUFACTURER'S SPECIFICATIONS. PAIR L4 EM _Ix 2 2 X 2 EM X y y EM WITH LOCAL VACANCY SENSOR(S). : , 2o PROVIDE A LUTRON LRF2—VCR26—P—XX TYPE CEILING MOUNTED VACANCY SENSOR FOR CONTROL OF LIGHTING INDICATED. VACANCY SENSOR(S) SHALL :L h 3 2 BE PAIRED WITH LOCAL LUTRON MAESTRO WIRELESS SWITCH(ES) TO COMPLY DO NOT SCALE PLANS EM ............................ WITH NYC 2010 LOCAL LAW 48. CONTRACTOR SHALL INCLUDE SITE COORDINATION WITH LUTRON TO ENSURE OPTIMAL PLACEMENT OF SENSOR ARCHITECT OF RECORD WITHIN ROOM. OBTAIN FINAL APPROVED LOCATION FROM ARCHITECT. COORDINATE COLOR WITH ARCHITECT PRIOR TO COMMENCEMENT. Terjesen Associates, Architects r O EML-2 PROVIDE A LUTRON MAESTRO MA—AS—XX WIRELESS COMPANION SWITCH FOR 248 West 35th Street 11th Floor Now York, NY 10001 CONTROL OF CELLAR LIGHTING ZONE INDICATED. PAIR WITH LOCAL VACANCY SENSOR(S). 212.239,1526 Fax: 212.736.7899 2 E-mail: info@terjesenarchitects.com L4 vk� 2 2 X EM y 2 X EM EM L4 MECHANICAL ENGINEER E P E C2M.. M-M 74: .1w LIS' . ....... . 110 William Street 32nd Floor New York, NY 10038 MCI 212.257.6190 Fax: 212.994.8091 www.EPENGINEER]NG.com .................... ................................................................. .............................................................................................................. R STRUCTURAL ENGINEER Engineering Firm Address Phone Fax: E-mail: PROJECT SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY LECTRICAL L16HTIN6PLAN - CELLAR SCALE: 3/16'*=1'—ON ETs DRAWING TITLE ELECTRICAL LIGHTING PLAN CELLAR DATE 7/7/17 PROJECT NUMBER 2017.025 DRAWN BY ........ iv iwD Cy SCALE AS NOTED 00 O�A 0 DRAWING NUMBER M a MIA400000 OF No L rE ML EMC-2 L4 MC L4 r2 L4 4 SEAL SHEETNO: 7 OF 17 M. mt .. ....... ............ ......... >E:...: . w:: : . <s.,.... :..:::�,,EW-, .. J. 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EMC-30 EMC—M30 EMC-30 EMC-30 EMC-30 EMC-30 : EMC '30 'EMC 30 -EMC-2 .... EMC-030 ......._ ........ a.. ................. ... __� I/ .. . : , ._ .. .. C i ..... 9 _ EP-18 I EM t EM t EP 18 . EP-18 EP-18 ..... _`' s _. 0 b c dU eU. f h i Ar I 11 EM I. t:. EP-20 EMC-4 EMC-4 �� 2 �' ,. 0 " ................ .::: EP=16 ....... .. "`I�o .` i \. .... 1.< , i .. .. ..... ........... .. .... ...... ......... ... . .................. ... ......... ....................... .. .. .... .... ... ..... .. . ... ............. .......... ........ .............- .. ...... .... ..... v.. .... ...... . , ..... - _ : ,....,,...,.. _ : EMC 2 .. .. .. ......... , .... i E : i i ..1 ......... .........._......_... ........ ..... ...................... ......... ... _ _ _ - - - - EI+A ISSUE: �. bill F EMC-6 r -- ' EMC 30 'EMC min30 EMC 30 : EMC-30 EMC 30 EMC 30 EMC-30 EMC 30 EMC 30 EP-6 + +I .; I :iiu EP-16. :;: u EP-16 1 ,..... ... ......... 11 b"Imn .. : �� ':r:::.. I DESCRIPTION DATE BY ..... .. ......... 1 4 1 1 r :.. .... ..: :.:. r ;i: I L�l . % L 0 b c d e f h i . ...... EMG .:.'` r ` EP-18 EP-18 M_z mi..f 0 EP-1 ....... _ , .. EMC-4 EMC— , ... . :. ... _.: CTION 05.05.17 CP : . ... EP 1$"` 4 ...... ....... S ED TO DO 05 03 17 CP . ... ... .......... ._ 7 ML...4Il.`11 SSSUDDOOR OD ERU . _ — .... EP-8 _ _ _ ML-2 — — EML— — — ML-2 .101111111111111M � � EML 2 EP 6 EP 6 E EP 6 EP 6 EP 6 EP 6 E E� 2 F ADDENDUM 051917 CP i. N11 0 EP-16 - _' _.. , ._..... 111 PLUMBING UPDATES 1 06.13.17 CP e o EML 4 1 `{ �-a►-a EML 4 i r EM .... z. ., REVISED PER DOH CO MEN 07 m M TS .11.17 CP u EM EM mm I — k EM ... _.... ..j k EM j ........j N EMI. j .. ... . j 7 N EM 1 r EP 16 . EP 6 —1 8 ISSUED FOR DOB APPROVAL 03.23.18 CP . . ....... .. . . . ,i:** . ..... , abod�f Al k t t �.111EML-4 EMC 4 EM .. . ..... ... ....... . .. 7 I. EP . C 4 ,, : .. . . . .... . . ... .. ............................-... .. ».m. 8 •p — — — 9 M-W — — — f . . i 2 , 1 ............ .....n..... w: 3 P6 EP6 ML-2 E EP 6 — L5 'pL5 7 : : EP 4 EP 4 EML 2 �t E � E _ EP 6 a ,,1 J EMC-4 _ ..... L2 •O •O •® P r� .. EP-16 , 20 11 .� - _ _ 11 I I.: 1 L5 J L5 J L5 Q t... EP-6 1 6 r EP-6 `. K EP-20 �,•' CEP— EPp 6 E] r EM EMC 2�..... . : � q q . n EM — L5 L5Iff ? - :% i. I. . � _ EMC 2 AD j EM v EM v - — i � a._ .,,.�..r EP 6 MC r ... EP 16'� EP 4 6 8 E 2, _ i :.�._ _, C 2 : 1. 7. T EP EM —20'. , 1 EP-2Q EP-20' :.:. \ , EM 1 EMC-4 EMC-4 -....: r/10 _ EM EP 16 . EMJ : _ : EMC 2 r .. 2 .. . ...... .. i + ' r EP 4 � . % : . : El 1 ;. r , 7 _'i ;' : . I . E P #- EMC 1 � R ,' EMC-8 #... w.,., ro.... .. .. + . . ..... q® P 4 EP 16 w w„ ._ : — q — — M — _ EML-2 of + + r a: EP 8 EP 8 E L 2 EP 8 7 1 EP 18 EM +.•w-a EML-4 4 �� EP-16 EP18, i EMC-2 .. k 2 1 F:r EP 20 1 , ::::: J ,,,, EMC-4 EMC-4 m m n EM m f �H . _ .. I J N EM 1 �� 0EMC 2 L1 , EM 1 1 �... .,.w.. .. . „m.,.......... .. .... 1. _ _ _ EM EM r �` v v 1 i EM : L5 :,,., L5 0 � :.: i �.: EP 4 zr :: r � � EP 18 1 EP0 4 EPp 4 O O p p L5 NL 1 r EML .4 a:: I. :: 1 . .-.... 1 r' r :< , . i r r r 1 1 1.,:: .i, ... .... , i _ EML 2 EPh. -1 r i r 7 fi + .. C— — — 1 — EP-20 EP=20 r EM 2 EMC 2 r EMG 2 EMC 2 + 1 �_ , EP— Q' : : 1 i + EP-4 — . y. t - , , .............. EML-2 r EP 4 :: ., • , .... EM r EMC-2 i O O EM EM EP-16 EML-2 .,,__ ._ + , r N ` W—WMEP 20 E �� .,, EM EM EM V_jEM EP-6 , 6 — p ` 1 ; EML 2 : + P -w-q M EML-4 L1 P p L5 L5 `—' �?jEM . EEM �� „'r"r+ o EML-2 EP— E — _ v EMC-4 v EMC-4 y �u EM 20 N M M .. . _ — 3 K N�LL p0L 00L5 oOLS EP-10 2 EP E 7 E : : — :. zx .. ,��, . ........_ ,—— .. . . .. ... 9 _ ... .... .... . -. z� , 3 4 EP 16 8 EML J ...... 11C .. r: ,::::... nr:::...... <... n... _ .. �.. , �. .. .. :: . >:. ...... . .. _ >... �. i. „ . .... °� EML 4 �vl ....... ::.:: I. . , �11 . �3 �+YP -iA- : � EMc-2 s o : ONO SCALE PLANS . EP-10 EP-1 D ... I. EP-10 EP-10 .. ' ARCHITECT OF RECORD.r_ n,.. ,. �, �...... ... ..... ..� . : Ifi 5 :. Terjesen Associates, Architects :. ...>:.::. . ,:,, . ., .. ^ ,. ,.. �.: , ,. ::::.: ,: : ... ... . ........ . Street w : 248 West 35th Str t 11th Floor New York, NY 10001 . : -..t: . 3 .... ..... ..... 9.1526 Fax: 212.736.7899 . .:. . .. ii . —: — E-mail: info@terjesenarchitects.com . a; W �Y . ,,.<: .... v V:n�A .,rs :::::s:<.:.s :.: ,,: MECHANICAL ENGINEER £; EP � �. qm� . . .. .... �� , _ 110 William Street 32nd Floor New York, NY 10038 212.257,6190 Fax: 212.994.8091 www.EPENGINEERING.com ............................... ..................�...w...... »... ..�....... ...... E STRUCTURAL ENGINEER Engineering Firm Address K, Phone Fax: I. t E-mail; < . .. ::::. :_:. ��11 <'v�.,. ,.%.nn ::h":..:..><rF;.r :,.: :.: �:. .. .:..: i. rLEC TRI CA L L I G'H TING' PL A N - 6RO UND R O OR f PROJECT I: " " .. % .. 1 scALE: 3/1 s =1 -a111 i. SOUTHOLD ASC `Y 700 BOISSEAU AVENUE 1 : SOUTHOLD, NY PLAN N10TES KEY COTES r ,-. "-:: ::::,: _,. FW : . w,,,, ,, , , . ;: DRAWING TITLE 1. CIRCUIT NUMBERS ARE FOR GROUPING PURPOSES AND FOR REFERENCE SPECIFICATIONS. INCLUDE GROUND CONDUCTOR DERATINGS. O PROVIDE A LUTRON MAESTRO M5—VPS5MH VACANCY SENSOR SWITCH, OR O PROVIDE MOMENTARY CONTACT SWITCH AS REQUIRED FOR OVERRIDE "ON" ELECTRICAL :, ONLY. INDICATING CIRCUITING TO PANEL 'EP', UON. APPROVED EQUAL, FOR CONTROL OF LIGHTING INDICATED. COORDINATE WITH OPERATION ONLY OF TIMECLOCK FOR ZONE INDICATED. REFER TO LIGHTING LIGHTING PLAN :` 9. PROVIDE GREEN GROUND WIRE IN ALL BRANCH CIRCUITS SIZED PER NEC. ARCHITECT PRIOR TO COMMENCEMENT. CONTROL DIAGRAM ON E-600 FOR FURTHER DATA. 2 MOUNTING HEIGHTS OREFER TO F ALL RECEPTACL DRAWINGS FOR LEs, Eoti PMENT AND WIRING 10. ALL WIRING IN EXPOSED AREAS SHALL BE IN CONDUIT. 0 PROVIDE A LUTRON MAESTRO MS—OPS5MH OCCUPANCY SENSOR SWITCH. 9 PROVIDE ADOOR—JAMB SWITCH FOR CONTROL OF LIGHTING INDICATED. — GROUND F L O O R . ,, DEVICES. OR APPROVED EQUAL, FOR CONTROL OF LIGHTING INDICATED. COORDINATE COORDINATE WITH ARCHITECT PRIOR TO COMMENCEMENT. 11. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE. WITH ARCHITECT PRIOR TO COMMENCEMENT. 3. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS, PLACEMENT LIGHT FIXTURES SHALL BE SUPPLIED BY THE GENERAL CONTRACTOR, � '" DATE AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES. INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. 0 V, LIGHT FIXTURE SHALL BE EXPLOSION PROOF. COORDINATE WITH ARCHITECT 4. ALL BRA14CH WIRING SHALL BE MINIMUM (2) #12 THHN CU + (1) #12 12. ELECTRICAL CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE LIGHTING PRIOR TO COMMENCEMENT. I 717117 " FIXTURES AND COMPONENTS ARE COMPATIBLE WTrH THE LIGHTING " " PROJECT NUMBER CU GND INA 3/4 C. 0 PROVIDE CEILING MOUNTED JUN'TION BOX FOR LIGHTING BOOM IN THIS CONTROLS. AREA. CONTRACTOR SHALL OBTAIN EXACT ELECTRICAL REQUIREMENTS FROM 2017.025 5. 3/4" SHALL BE THE MINIMUM SIZE CONDUIT. 13. COORDINATE ALL SWITCHING REQUIREMENTS AND SWITCH LOCATIONS WITH MANUFACTURER. INSTALL PER MANUFACTURER SPECIFICATIONS, COORDINATE .. DRAWN BY ARCHITECT AND LIGHTING DESIGNER PRIOR TO INSTALLATION. WITH ARCHITECT PRIOR TO COMMENCEMENT. "` JV 6. ALL BRAIUCH CIRCUITS SHALL HAVE A SEPARATE GROUND AND SEPARATE O PROVIDE A PHOTOCELL FOR CONTROL OF LIGHTING CIRCUIT EP-10. �, NEUTRAL WIRES. SHARED NEUTRAL HOMERUNS ARE NOT PERMITTED. 14. FIXTURES WITH 'EM' DESIGNATION SHALL BE PROVIDED WITH A 90 ED AR SCALE DERATE ALL CONDUCTORS AS REQUIRED BY NEC. COORDINATE WITH ARCHITECT PRIOR TO COMMENCEMENT. INSTALL PER C ; MINUTE BATTERY BACKUP BALLAST. REFER TO 'EMERGENCY LIGHTING MANUFACTURER'S SPECIFICATIONS. `` -�> ti� : 7. PROVIDE RACEWAY. WIRE AND CABLE. ASSOCIATED FITTINGS AND BALLAST INSTALLATION' DETAIL. 0 i� �ttC� AS NOTED CONNECTORS, AND COMPLETE CONNECTIONS REQUIRED FOR DESIGNATED 6 PROVIDE A LUTRON MAESTRO MN—AS—XX WIRELESS COMPANION SWITCH rY � �� 1p CDA"+ DRAWING NUMBER BRANCH CIRCUITS FROM DEVICES) TO FINAL OVERCURRENT DEVICE PER 15. FIXTURES WITH 'NL' DESIGNATION SHALL BE WIRED AHEAD OF CONTROL O FOR CONTROL OF CELLAR LIGHTING ZONE INDICATED. PAIR WITH LOCAL * 0 m SPECIFICATIONS AS INDICATED ON PLANS, DEVICE{S) FOR NIGHT OPERATION. VACANCY SENSORS}. '� �� pzs� �,� i © E=401 8 .. . MAINTAIN MAXIMUM BRANC CIRC ITC DU 7 SWITCH CONTROWNG LIGHTING T S POWE E 9 '� ■ H U CONDUCTOR LENGTHS AS PER O THA I R D BY EMERGENCY CIRCUIT : �OrN SHALL BE INSTALLED IN A SEPARATE BACKBOX FROM SWITCH CONTROLLING NORMAL LIGHTING. "`_' SEAL SHEET N0: 8 OF 17 m . . . ", . ., s . . % ,.- ,> . . .�t : . ». ... . w - .. � ce . .x ... ° ;; ': "' ;' "i:. ...e....,.:: .. ., ;s� :: '•« ' , te:. ' 1�, ° t. ' .. u . . , ` �" " , � .. ...... ..... .... .. .. .. FEEDER SCHEDULE PHASE (NN) NO. OF :.. JORTH FORK DESIGNATION PHASE NEUTRAL OVERSIZE (G) GROUND 4 SETS CONDUCTORS .......... .......... ......... NEUTRAL 15 1 (3) J12 1 12 20 1 (3) 112 (1) #12 1 12 30 1 (3) 110 (1) flo 1) 10 SC7 LLC 50 1 3 8 11 10 N N N N 18 700 BOISSEAU AVE, SOUTHOLD, NY 60 1 6 1 6 PANEL PANEL PANEL 1 10 PCI 'D' 'B' 85 1 4 1 4 (1) 8 (3) 3 (DE) (DE) (DE) 100 1 (1 3 (1) 8 KEY NOTES 115 1 (3) 2 (1 2 (1) 6 130 1 (3) #1 (1) #1 (1) 6 PROVIDE ELECTRICAL TAP AS REQUIRED PER NEC. 150 1 (3) 1/0 (1) 1/0 1 (1) 6 175 1 (3) 2/0 1) (1) #6 O PROVIDE A 208Y/12OV, 600A TRANS 'S'. PROVIDE METER PER UTILITY 200 1 (3) 310 (1) 1 REQUIREMENTS. COORDINATE WITH UTILITY PRIOR TO COMMENCEMENT. 230 1 (3) 4/0 O 255 1 (3 250 PROVIDE METER AND PAN AS REQUIRED. COORDINATE WITH UTILITY PRIOR TO 1 250 1 4 0-1 N N N N N N N N N N N N 285 1 (3 300 1 300 COMMENCEMENT. 1 4 310 1 (3 350 1 350 1 3 O PROVIDE A 208Y/12OV, 600A DISCONNECT SWITCH WITH (3) 600A FUSES. 335 1 (3 400 1 400 1 3 N N N imI N N N N N N N N N GROUND FLOOR 380 1 (3, 500 1 500 1 3 NEUTRAL SHALL BE BONDED TO GROUND WITHIN GENERATOR. CELLAR T 420 1 3 600 1 600 1 3 O 460 2 4 0 1 4/0 1 2 PROVIDE A 208Y/120V, 600A DISCONNECT SWITCH WITH (3) 500A FUSES, 50 250 1 250 0 2 (3) X1 2 CAPABLE OF BEING LOCKED IN THE CLOSED POSITION. PROVIDE INDICATION 600 2 (3) 350 (1) #350 (1 #1 THAT SWITCH IS DESIGNATED FOR SPRINKLER BOOSTER PUMP. v (3) 500 (1) 500 700 2 (1) 1/0 ELECTRICAL TROUGH (DE) O PROVIDE A 208Y/12OV, 800A, MLO PANELBOARD 'DP' BASED ON EATON 840 2 (3) 600 (1 600 (1) 1/0 z POW—R—LINE 4 OR APPROVED EQUAL REFER TO PANEL SCHEDULE FOR 1000 3 (3) 400 1 400 (1) 2/0 FURTHER DETAIL. 1260 .3 (3) 600 (1 600 (1) 3/0 `0 (1) --------- --------- DISCONNECT SWITCH (DE) 1680 4 1 (3) 1600 1 1600 'MP'. REFER TO PANEL NOTES: ISSUE: O PROVIDE A 208Y/120V, 225A, MLO PANELBOARD A SCHEDULE FOR FURTHER DETAIL. 1. CONDUIT SIZE PER NEC. DESCRIPTION DATE BY O PROVIDE A 208Y/12OV, 225A, MLO PANELBOARD 'EP'. REFER TO PANEL 2. EACH SET OF PHASE CONDUCTORS SHALL HAVE AN ISSUED TO DOH 05.03.17 CP SWITCHBOARD SCHEDULE FOR FURTHER DETAIL. INDIVIIDUAL CONDUIT. (DE) ISSUED FOR CONSTRUCTION 05.05.17 CP , if N . 14 if UM IS PROVIDE A 208Y/12OV, 225A, MLO PANELBOARD 'PP'. REFER TO PANEL 3. CONDUCTORS SHALL BE 75 DEGREE THHN COPPER UON. ISSUED FOR ADDENDUM 1 05.19.17 CP SCHEDULE FOR FURTHER DETAIL. PANEL 4. CHART SHALL BE USED AS REFERENCE. CONTRACTOR PLUMBING UPDATES 06.13.17 CP SERVICE END BOX/CT CABINET - - - - - - - - - - - - - - - PROVIDE A 400A, 4—POLE AUTOMATIC TRANSFER SWITCH 'ATS—EM'. SHALL REFER TO NEC TABLE 250.122 FOR FURTHER WITH METER (DE' L 3&_ C- REVISED PER DOH COMMENTS 07.11.17 CP (DE) CONTRACTOR SHALL PROVIDE ALL CONTROL WIRING AS REQUIRED. CLARIFICATION. — W If I COORDINATE WITH GENERATOR MANUFACTURER PRIOR TO COMMENCEMENT. ISSUED FOR DOB APPROVAL 03.23.18 CP UTILIT'i' S"RVI 5. CHART SHALL BE USED FOR EQUIPMENT GROUND. 12 PROVIDE ELECTRICAL TROUGH AS REQUIRED PER NEC. CONTRACTOR SHALL REFER TO NEC TABLE 250.66 FOR SERVICE GROUND. 13 PROVIDE A 208Y/12OV, 400A, 400A MCB PANELBOARD 'EMQ'. REFER TO PANEL SCHEDULE FOR FURTHER DETAIL. - - - - - - - - - - - - - 14 - - - - - - - - - - 44:�ly PROVIDE A 208Y/12OV, 225A, 100A MCB PANELBOARD 'EMC. REFER TO PANEL SCHEDULE FOR FURTHER DETAIL. 15 PROVIDE A 208Y/12OV, 125A, 60A MCB PANELBOARD 'EML!. REFER TO P CELLAR PANEL SCHEDULE FOR FURTHER DETAIL. 16 PROVIDE TRENCHING, FROM FOUNDATION WALL TO GENERATOR AS REQUIRED. COORDINATE WITH ARCHITECT PRIOR TO COMMENCEMENT. R f C TRICA L DfMOL TION RISER DIA GRA M PROVIDE A #2 CU GROUNDING CONDUCTOR TO BUILDING GROUND ELECTRODE. SCALE: NTS 18 F1_1 O PROVIDE A #6 CU GROUNDING CONDUCTOR TO BUILDING GROUND ELECTRODE. 19 CONTRACTOR SHALL PROVIDE LOAD LETTER TO LOCAL UTILITY COMPANY AND COORDINATE ANY REQUIRED SERVICCE UPGRADES WITH SAME. 20 PROVIDE SEPARATELY DERIVED GROUND ROD. DO NOT SCALE PLANS OF RECORD 4fk�_ ROOF OUTSIDE OFFICE 08 Terjesen Associates, Architects 248 West 35th Street 11th Floor New York, NY 10001 LX-7;:P.ICP VVALL (E) ........... 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com 175kW, 219kVA DIESEL ESSENTIAL ELECTRICAL SYSTEM NOTE GENEPjkTOR WITHIN OUTDOOR ENCLOSURE, PANEL MECHANICAL ENGINEER EP TOTAL GENERAC SD175 TOTAL DEMAND LOA) ON TYPE I EES IS LESS THAN 150kVA. ONE TRANSFER lap WP (N) SWITCH IS PERMITTED TO SERVE MULTIPLE BRANCHES PER 2008 NEC EP fr.'."!J.'flEMC6 130M 125A CB 517.30(B)(4). 110 William Street 32nd Floor New York, NY 10038 42MG 400A CB 212.257,6190 Fax: 212,994.8091 www.EPENGINEERING.com GEN STRUCTURAL ENGINEER Engineering Firm 5 GROUND FLOOR MECH 001 ATS ROOM SPRINKLER PUMP ROOM Address 20 16 PROVIDE CONCRETE Phone Fax: ENCASEMENT 13M E-mail: u 420M PROJECT PROVIDE CONCRETE ENCASEMENT 13ONG 13ONG SOUTHOLD ASC t"U NF'A `.,,V,'\1_L �E)— ; If/ SOONG SOONG WONG 42ONG 42ONGG 700 BOISSEAU AVENUE X SOUTHOLD, NY 2 4 6 11 X DRAWING TITLE PANEL PANEL PANEL SERVICE END BOX WITH PANEL PANEL PANEL 'EMQ' (N) 'EMC' (N) 'EML' (N) ELECTRICAL IPPO k: COPPER DETAIL IFN) DP' 'MP, N E X (N) (N) (N) 13 14 15 0 0 0 RISER DIAGRAMS L O ............... DATE 17 N Si 20= 3 1OONG 142ONG 7/7/17 13ONG GOONG SONG 100A 15AF PROJECT NUMBER 12 25 2017.025 13ONG I DRAWN BY JV CELLAR CELLAR AR SCALE ✓ AS NOTED I J EP 3 0 0S'T'E P I P F (DA '.E!*�* 14),C)IIE ]RA1,11STEF�,' DRAWING NUMBER ——---------....... rn (FID,)"; fLfCTRICAL CONSTRUCTION RISER DIA 6RA M * g 21 SCALE: NTS 02P 6 (E 3 3 (13 3) 3 66F f4_f0_ X ME OAA S 100A 15AF F ...................................................-------------......................................................... -.................................. E=5OOmOO OF N j- F SEAL SHEETNO: c) OF 17 .. . ........ ........ ..... .. ....... ,.. W . . . IMN fl:::.: ......:... .' NORTH FOR ........... / / w... :..w. PANEL DIP N PANEL M P N VOLTS: 208YI120V MCB/MLO: X14LOCATION: VOLTS: 208Y/1 ( MCB/MLO: MW S C LLC LOCATION: PHASE: 3—PHASE MOUNTING: SURFACE PHASE: 3—PHASE MOUNTING: SURFACE MECH 001 700 BOISSEAU AVE, SOUTHOLD, NY BUS SIZE- 800A BASED ON EATON POW—R—UNE 4 BUS SIZE: 1 io ...:,Y,,.;..;x«mw;. C:Y`> ..:::•w:: ..sx>xw. rs»:::. v«xavw ;xarx :::^xx: .<etxwc;,,...,vasrrs::,:::ax:n::::::::r:avxae:«:,.:>..ew#a.a�am CKT DESCRIPTION *WIRE C.B. PHASE LOAD (VA) C.B. *WIRE DESCRIPTION CKT CKT DESCRIPTION *WIRE C.B. PHASE LOAD (VA) C.B. *WIRE CKr No. SIZE AMP POLE A B C AMP POLE SIZE No. No. SIZEDESCRIPTION AMP POLE A B C AMP POLE SIZE No. 1 AHU—C-3 do C-4 15 287 180 15 1 WH—C-1 2 AUTOMATIC TRANSFER SWITCH REFER 287 1 TO 400 3 SPACE 2 3 2 WH—C-2 4 ATS—EM RISER 180 \ 5 AHU-1-1 15 110 88994 Z ACCU-1-1 6 \� 7 2 110 8 REFER 8899 8 3 PANEL 'MP' TO 200 3 SPACE 4 9 AHU-1-2 15 276 8899 3 10 RISER 11 2 276 1650 20 UH—C-1 12 13 jEBH-1—1 15 1125 2 e 1650 14 i b REFER 1125 5 PANEL 'EP' TO 104 3 SPACE $ 15 2 1650 20 UH—C-2 16 RISER 17 SPACE 1650 2 18 II 19 EHB-1-2 15 1125 20 UH—C-3 20 ISSUE: 1650 REFERI DESCRIPTION DATE BY 7 PANEL 'PP' TO 60 3 SPACE 8 21 2 1125 2 22 RISER 1650 ISSUED TO DOH 05.03.17 CP Y. 23 CONDENSATE PUMPS 20 1 SPACE 24 ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP 25 CUH-1-1 20 1500 26 PLUMBING UPDATES 06.13.17 CP i 28 9 SPARE 100 3 SPACE 10 27 2 1500 REVISED PER DOH COMMENTS 07.11.17 CP 29 SPACE 30 .— ISSUED FOR DOB APPROVAL 03.23.18 CP 1500 �' 31 CUH-1-2 20 32 1500 11 SPACE SPACE e12 33 2 34 35 SPACE 36 1176 � 37 TXF-1-1 20 1 38 13 SPACE SPACE 14 39 TXF-1-2 1176 40 18a 41 TRAP PRIMERS 42 Iil aaII;Eal 19,202 19,368 12,765 TOTAL CONNEC 0 LOAD: ;�yg TOTAL CONNECTED LOAD: 51.335 VA RECEPTACLE TO 10WA 0 100X: 0 VA NON—COINCIDENTAL MECHANICAL 0 1OOX RECEPTACLE TO 10WA 0 100%: 0-VA NON—COINCIDENTAL MECHANICAL O 10OX PLUS LARGEST MOTOR 0125%: 0-VA PLUS LARGEST MOTOR 0125%: 59.510 VA RECEPTACLE OVER IOWA O 50%: �(� RECEPTACLE OVER IOWA O 50%: 0 A TOTAL DEMAND LOAD: 211.679 VA TOTAL DEMAND LOAD: 59.510 VA LIGHTING O 125%: QY9 �� 588 A LIGHTING O 125%: 0-VA �� *WIRE SIZE #12 MINIMUM *WIRE SIZE f12 MINIMUM DO NOT SCALE PLANS ARCHITECT OF RECORD Terjesen Associates, Architects 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER 1 (TYP. OF 4) �� k EP G > 2 110 William Street 32nd Floor New York, NY 10038 r: 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com ................... .... .... ................ w... TIME kN Jl y CKT 14 FROM PANEL EP (Z1) "' STRUCTURAL ENGINEER ZONE1 ME CLOCK �T CKT #6 FROM PANEL 'EP' (z2} Engineering Firm ZONE2 CKT #8 FROM PANEL 'EP' (Z3) ZONE3 CKT #10 FROM PANEL 'EP' (Z4) Address Phone Fax: ZONE4 E-mail: TO LIGHTING LOAD FOR CKT #4 (Z1) PROJECT EP-12 TO LIGHTING LOAD FOR CKT #6 (z2) �~ S 0 U T H 0 L D ASC TO LIGHTING LOAD FOR CKT #8 (Z3) TO LIGHTING LOAD FOR CKT X10 (Z4) 700 BOISSEAU AVENUE SOUTHOLD, NY r DRAWING TITLE 16HTIN6 CONTROL DIA 6RANI ELECTRICAL FsCALE: NTS PANEL SCHEDULES j h. (1 OF 3) 3.: Y KEY NOTES DATE 7119117 O PROVIDE MOMENTARY CONTACT SWITCH AS REQUIRED FOR OVERRIDE "ON" PROJECT NUMBER OPERATION ONLY OF TIMECLOCK FOR ZONE INDICATED. REFER E-401 FOR SWITCH LOCATIONS. 2017.025 O2 PROVIDE A TORK ELC74 TIMECLOCK OR APPROVED EQUAL FOR CONTROL OF DRAWN BY LIGHTING CIRCUITS INDICATED ON E-600. SUBMIT CUTSHEET TO ENGINEER ---- JV FOR APPROVAL PRIOR TO COMMENCEMENT. COORDINATE LOCATION WITH ARCHITECT PRIOR TO COMMENCEMENT. REFER TO 'LIGHTING CONTROL �� D ARO / SCALE DIAGRAM' ON E-600 FOR FURTHER DETAIL. pw`'� u� Fn AS NOTED w fi A � cx U n DRAWING NUMBER M AML 0268 yp4 E =6UAP& ■ 0 u OF N F; t, V SEAL SHEETNO: 10 OF 17 „♦ .;Y.. ,�":; .illi' ....:r... .....< .v: .,».w v vv. ........ ...,..... ....... ..n... ::'i'i::: .. ::� ......... ....:...n ixiu1; uu ....... ...... „ , ':::. '.:: ;: 'Zu�`k''.. ,« 'ice.,' .i:i`:n'°Zx:i" �:i.",vnv� ..`. .''.v`. lt .. ;' Mw ... Y max. .. TH FORK ! PANEL ' EP ' N PANEL ' PP ' _ . , . _ � . ,, _, . . _ _ _ . N VOLTS: 20UZ120V MCB/MLO: kW S C LLC LO CATI 0 N: VOLTS:. 208Y/12 MCB/MLO: JL4 LOCATION: � PHASE: 3—PHASE MOUNTING: SURFACE PHASE: 3—PHASE MOUNTING: SURFACE700 BOISSEAU AVE, SOUTHOLD, NY : BUS SIZE: 225A $ BUS SIZE: 225A MECH 001 .., .. . . : CKT DESCRIPTION *MARE C.B. PHASE LOAD (VA) C.B. *WIRE DESCRIPTION CKT CKT DESCRIPTION *WIRE C.B. PHASE LOAD (VA) C.B. *WIRE DESCRIPTION CKT No. SIZE AMP POLE A B C AMP POLE SIZE No. No. SIZE AMP POLE A B C AMP POLE SIZE No. 1 MECH ROOM REC. 20 1 540 704 20 1 CELLAR LIGHTING 2 1 SPARE 20 1 360 20 1 PRE—OP BAY #1 REC. 2 392 PRE—OP BAY #2 REC. 4 540 3 UTILITY ROOM REC. TIMECLOCK ZONE 1 LIGHTING 4 3 360 1080 823 PRE—OP BAY #3 REC. 6 5 CELLAR REC. IIMECLOCK ZONE 2 LIGHTING $ 5 360 7 WAITING ROOM REC. 546 256 TIMECLOCK ZONE 3 LIGHTING 8 7 CRASH CART AREA BED REC. 360 360 POST-OP BAY #1 REC. 8 9 RECEPTION REC. 720 1500 EXTERIOR LIGHTING 10 9 OR 27 REC. 900 360 POST-OP BAY #2 REC. 10 11 ADMINISTRATION PRINTER 800 200 TIMECLOCK 12 11 OR 28 REC. 900 <60 POST—OP BAY #3 REC. 12 13 PUBLIC TOULET 05 REC. 180 800 DRINKING FOUNTAIN 14 13 EXAM 06 REC. 540 360 POST—OP BAY #4 REC. 14 15 CONVENIENCE REC. 1260 576 OR/ENDO LIGHTING 16 15 ENDO 13 REC. 720 360 POST—OP BAY #5 REC. 1$ Z 1440 i 17 CONVENIENCE REC. 721 GENERAL UGHTING 18 17 ENDO 13 REC. 540 360 POST—OP BAY #6 REC. 19 OFFICE/CONFERENCE REC. 900 768 GENERAL LIGHTING 20 19 NURSE SUB-STATION REC. 180 SPACE 20 ISSUE: DESCRIPTION DATE BY 21 OFFICE/CONFERENCE REC. 1000 SPARE 22 21 CRASH CART SINK REC. 180 22 77 ISSUED TO DOH 05.03.17 CP 23 CONVENIENCE REC. 900 24 23 NURSE STATION REC. 180 24 ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP 25 SCOPE PROCESSING REC. 800 26 25 NURSE STATION REC. 800 26 PLUMBING UPDATES 06.13.17 CP 27 SCOPE PROCESSING REC. 800 28 27 PATIENT TOILET 22 REC. 180 28 REVISED PER DOH COMMENTS 07.11.17 CP 1260 180 ISSUED FOR DOB APPROVAL 03.23.18 CP 29 CONVENIENCE REC. 30 29 PATIENT TOILET 39 REC. 30 1500 180 31 STAFF LOUNGE REC. 32 31 PATIENT CHANGING REC. 32 1500 33 STAFF LOUNGE REC. SPACE 34 33 SPARE34 y. h 35 STAFF LOUNGE REFRIGERATOR 800 36 35 36 37 STAFF TOILET/SHOWER REC. 180 38 37 38 1440 39 CONVENIENCE REC. 40 39 40 4 :. 41 MEDICAL GAS ROOM REC. 180 42 41 42 43 ANESTHESIA ROOM REC. 180 44 43 SPACE ,4,4 4,15 CWR/STERIUZATION ROOM 800 Y REC. CWR/STERIUZATION ROOM 800 47 REC. 48 47 48 49 SUB STERILE ROOM REC. 800 50 49 50 51 SWR REC. 800 52 51 52 DO NOT SCALE PLANS 53 SWR REC. 800 � ARCHITECT OF RECORD i 7TI I 8,154 11,328 s,8o4 3,140 3,060 2,880 Terjesen Associates Architects 248 West 35th Street 11 th Floor New York, NY 10001 21,..239.1526 Fax: 212,736,7899 TOTAL CONNECTED LOAD: 29.286 VA TOTAL CONNECTED LOAD: 9.080 VA ' E-mail: info@terjesenarchitects.com RECEPTACLE TO 10WA O 10OX: 10.000 VA NON—COINCIDENTAL. MECHANICAL 0 1007E RECEPTACLE TO 10WA 0 100X: 0 VA NON—COINCIDENTAL MECHANICAL. O 100X PLUS LARGEST MOTOR 01257x: PYA PLUS LARGEST MOTOR 01257x: E MECHANICAL ENGINEER RECEPTACLE OVER 10WA O 5OX: 6,373 VA RECEPTACLE OVER 10WA O 50X: 0 VA � ep { TOTAL DEMAND LOAD: 24.988 VA TOTAL DEMAND LOAD: 9.080 VA EP OEM- 71 LIGHTING O 125X: 8.615 VA LIGHTING 0 125%: 0 VA 110 William Street 32nd Floor New York, NY 10038 AMPS 69.4 A AMPS �`2A 212.257,6190 Fax: 212.994.8091 *WIRE SIZE �12 MINIMUM *WIRE SIZE �12 MINIMUM www.EPENGINEERING.com w... . ... ......................_.... ..,.__. .. STRUCTURAL ENGINEER Engineering Firm Address Fr Phone Fax: E-mail: PROJECT SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY F. DRAWING TITLE ELECTRICAL PANEL SCHEDULES (2 OF 3) r :...... DATE 7/19/17 PROJECT NUMBER 2017.025 DRAWN BY JV �D ARO SCALE AS NOTED DRAWING NUMBER 026 8 E =601 uOu OF N ° SEAL SHEET N0: 11 OF 17 .. .. m:.. „ F ,. a' ..:: ,. < ::. ;sans-. <:>„<... ,,. x Fir ......... .. .... ...... war ^a. ..«... -.�... � .w:. «,... .. ... ._ ..: ,. ... ...Fm.....s..,,. .. z< PANEL I EM I I( N ) PANEL EML , ( N ) VOLTS: 20 1120V MCB/MLO: 400A MC B VOLTS: 208Yf 120V MCB/MLO: 60A MC LOCATION. .. ,�_ w�_. , .. _....._ ____.�__w__W_. PHASE: 3—PHASE MOUNTING: SURFACE ATS ROOM PHASE: 3—PHASE MOUNTING: SURFACE LOCATION BUS SIZE: 400A BUS SIZE: 1256 ATS ROOMS C LLC CKT *WIRE C.B. PHASE LOAD (VA) C.B. *WIRE CKT CKT *WIRE C.B. PHASE LOAD A C.B. *WIRE DESCRIPTION CKT DESCRIPTION DESCRIPTION No. DESCRIPTION SIZE AMP POLE A B C AMP POLE SIZE No. 700 BOISSEAU AVE, SOUTHOLD, NY No. SIZE AMP POLE 1 A B C AMP POLE SIZE No. s 1 SPACE 3333 35 EDH-1-1 2 1 ATS ROOM REC. 20 1 180 180 20 1 EGRESS LTG. 2 Y' 180 1800 3 MOTORIZED DAMPERS 20 1 3333 #10 4 3 FIRE ALARM SYSTEM 180 EXIT SIGNS 4 5 AC-1-1 50 2880 3 6 5 GENERATOR RECEPTACLE 180 SPARE 6 3333 2880 7 #8 3333 35 EHD-1-2 8 7 GENERATOR JACKET HEATER SPACE 8 9 3 2880 7Z 3333 #10 10 9 SPACE \ 10 11 AC-1-2 50Z 2880 3 12 11 3333 12 13 #8 2880 35 EDH-1-3 14 13 3333 14 h 15 3 2880 #10 16 15 16 3333 1602 17 ACCU—C-1 25 3333 3 18 17 18PTZ 1602 19 2 15 1 GXF-1-1 20 19 696_z_ 20 1602 «. ... ,.. ..<; .:. .. ..: , .p< .. ., 21 ACCU—C-2 25 20 1 GXF-1-2 .22 21 1176 ISSUE: 23 2 1602 360 EXTERIOR REC. 24 23 24 DESCRIPTION DATE BY -z 25 HUM-1-1 15 Zp!��2 35 DB—C-1 26 --T-360 1,980 180 ISSUED TO DOH 05.03.17 CP 6401 ISSUED FOR CONSTRUCTION 05.05.17 CP 27 2640 #10 28 TOTAL CONNECTED LOAD: 2.520 VA ISSUED FOR ADDENDUM 1 05.19.17 CP 1380 PLUMBING UPDATES 06.13.17 CP 29 3 2640 3 30 RECEPTACLE TO 10kVA O 10076: 918 PLUS—�j ARGEST MR MECHANICAL12 ® 1 Qyg REVISED PER DOH COMMENTS 07.11.17 77 CP 31 HUM-1-2 15 1380 25 1 SP—C-1 32 RECEPTACLE OVER 10kVA O 5071: Q�(A ISSUED FOR DOB APPROVAL 03.23.18 CP 1728 � LIGHTING O 125%: QyA TOTAL DEMAND LOAD: 2.540 VA 33 7Z1380 180 20 1 MEDICAL GAS ALARM PANEL 34 AMPS 3 1380 MEDICAL GAS OXYGEN35 36 *WIRE SIZE #12 MINIMUM MANIFOLD 1380 ' 37 HUM-1-3 15 IT ROOM REC. 38 138d PANEL EMC ( N ) 39 SPACE 40 41 3 1380 42 VOLTS: 20aY f 12oy Mq3/MLO: 1QQ� LOCATION: PHASE: 3—PHASE MOUNTING: SURFACE 43 HUM-1-4 35 3360 44 BUS SIZE: ,2 ,56 ATS ROOM 7Z3360 CKT DESCRIPTION *YYIRE C.B. PHASE LOAD (VA) C.B. +WIRE DESCRIPTION CKT : 45 #10 46 No. SIZE AMP POLE A B C AMP POLE SIZE No. 47 3 3360 48 1 PRE—OP BED #1 REC. 20 1 360 1152 20 1 EMERGENCY LTG. 2 2280 3 PRE—OP BED #2 REC. 360 OR LIGHTING 4 49 VACUUM PUMP 3d 50 <68 360 51 #10 2280 52 5 PRE—OP BED #3 REC. 800 OR 27 LIGHTING BOOM 6 3 2280 7 POST—OP BED #1 REC. 360 OR 28 LIGHTING BOOM 8 53 800 9 POST—OP BED #2 REC. 360 NURSE STATION 10 v' DO NOT SCALE PLANS 32,205 31,317 31,743 800 REFRIGERATOR 7Z 11 POST—OP BED 3 REC. 360 TOTAL CONNECTED LOAD: 95.265 VA 180 GROSS DECON ROOM REC. 12 ARCHITECT OF RECORD I i. RECEPTACLE To 10kVA O 100x: 540 VA NON—COINCIDENTAL MECHANICAL @ 10ox 13 POST—OP BED #4 REC. 360 180 GROSS DECON ROOM REC. 14 Terjesen Associates, Architects PLUS LARGEST MOTOR 0125x: 97.581 yA 360 248 West 35th Street 11 th Floor New York, NY 10001 RECEPTACLE OVER IOWA 0 50x: QyA 15 POST—OP BED #5 REC. RECEPTION REC. 16 TOTAL DEMAND LOAD: 98.121 VA 180 212.239.1526 Fax: 212.736.7899 LIGHTING @ 125x: Q�(A 17 POST—OP BED #fi REC. 360 180 OFFICE REC. 18 E-mail: info@terjesenarchitects.com AMPS 272.6 A *WIRE SIZE 12 MINIMUM m :: ::,..:, <:....d n.. ...,,.:.: . :: :>:.: :: .::: 19 CRASH CART AREA BED REC. 720 ENDO 13 REC. 20 MECHANICAL ENGINEER 21 CRASH CART REC. 180 ENDO 13 REC. 22 �. �p 360 110 William Street 32nd Floor New York, NY 10038 23 CRASH CART REC. 180 EXAM 06 REC. 24 -, 180 21 .257.6190 Fax: 21 .994.8091 25 OR 27 REC. 720 ANESTHESIA ROOM 26 www,EPENGINEERING.com 800 REFRIGERATOR 720 „„. STRUCTURAL ENGINEER 27 OR 27 REC. NURSE CALL SYSTEM 2$ 800 Engineering Firm PATIENT BED LIGHTING 30 29 OR 28 REC. 720 Address 1152_, Phone Fax: 31 OR 28 REC. 720 SPACE 32 s E-mail: 800 I 33 OR 27 OPERATING TABLE 34 PROJECT 800 ESSENTIAL ELECTRICAL SYSTEM NOTE 35 OR 28 OPERATING TABLE 36 SOUTHOLD ASC 37 ENDO 13 OPERATING TABLE 800 38 700 B O I S S EA U AVENUE ALL PANELS LISTED ON THIS SHEET ARE SERVED BY A TYPE I ESSENTIAL SOUTHOLD, NY ' ELECTRICAL SYSTEM. REFER TO E-500 FOR FURTHER DETAIL 39 SCOPE PROCESS 16 REC. 800 � 180 ` 41 NURSE STATION REC. 42 DRAWING TITLE 43 SPACE ,14, ELECTRICAL 1= PANEL SCHEDULES . 45 � 30F3 47 48 < ( ) 49 DATE 7/19117 : 51 52 PROJECT NUMBER 54 53 2017.025 DRAWN BY 7,332 6,488 5,452 JV b TOTAL CONNECTED (LOAD: 19.272 VA SCALE AS NOTED RECEPTACLE TO 1OkVA 0 100X: 10.000 VA NON—COINCIDENTAL MECHANICAL O 100x s_ � �j �� ' n �'"� DRAWING NUMBER PLUS LARGEST MOTOR 012576: Qyg * m RECEPTACLE OVER 10WVA @ 50x: 2.300 VA TOTAL DEMAND LOAD: 16.700 VA O Q LIGHTING O 125X: 4.400 VA �y 26 yo E =602muo'PAO fat^ *WIRE SIZE #12 MINIMUM `�, t:. SEAL SHEETNO: 12 OF 17 ..R!(«, .ate+ ,,.... .->.;:.. > .:. .. . .:.r>... ...::.:. :v^: .:^ ri''i .... ............ .. ca .... ........... .. ..,. S' : .. .,\.. ....,..«.._ ,�.r .., ,t ..amu:.. ...,:... ..,,., . .<.F. :........ ......... :.> ..., .. . :::: .::;:;,: ...::.: ,.. '::i; :`�Mi' r<,..,. .......... .._,.: ... .. :::. .. _......... ..... ::::.:.. <. ..:... .......... ..,. .....:.: ... ....n: ...,..:.:.. ,....... ......,........ ..H;�. �...... ..n.. ..<.. ...,,...... .ate. ., .. .. .. : ..:.. '::.:....R .yam,.:: .::... .....M.xr<::::'::::_:'::'n, .;...< ♦ .` ...�8• ::`..., .,.. ..... .. ... .rtty... n:K:x:' v 1 . NORTH FORK ,, ...... ............................................... ................... .................................... 3 6 SC LLC 2 1 4 700 BOISSEAU AVE, SOUTHOLD, NY o8 HOT AC HOT AC BALLAST BALLAST .•. CONTROL DEVICE 7 6 5 EMERGENCY EMERGENCY BALLAST BALLAST 5 2 NOTES: (D GROUNDING ELECTRODE CONDUCTOR, 1#4 GREEN GROUND COMMO COMMO = 4 3 TO ELECTRICAL SERVICE GROUND IN SERVICE SWITCHBOARD. SWITCHED UNSWITCHED GROUNDING ELECTRODE REFERENCE NOTES. { O BOLTED—TYPE CONNECTION DEVICE OR EXOTHERMIC WELD. NOTES: U1 SERVICE EQUIPMENT ENCLOSURE f J4 NONMETALLIC PROTECTIVE SLEEVE 1. PRIMARY CIRCUIT SHOWN; LAMP LEADS NOT SHOWN. �2 GROUNDING ELECTRODE CONDUCTOR Z O No. 4 AWG OR LARGER BARE COPPER CONDUCTOR AS A O GROUNDING ELECTRODE MINIMUM. STEEL REINFORCING BAR OR ROD NOT LESS THAN 2. IF A SWITCHED FIXTURE IS USED, AN UNSWITCHED HOT LEAD MUST BE _ CONNECTED TO THE EMERGENCY BALLAST. THE EMERGENCY BALLAST MUST BE MINIMUM LENGTH OF CONDUCTINCH DIAMETER IF QR/BARLE AY BE OR EQUNLIALENT.20—O FED FROM THE SAME BRANCH CIRCUIT AS THE AC BALLAST. 4 GROUNDING ELECTRODE SYSTEM , ISSUE: 3. THE EMERGENCY BALLAST MAY BE INSTALLED INSIDE, ON TOP OF, OR REMOTE O BOND TO ENCLOSURE (NEUTRAL DISCONNECT LINK IN NYC) FOUNDATION IN DIRECT CONTACT WITH EARTH. FROM THE FIXTURE — UP TO HALF THE DISTANCE THE AC BALLAST DESCRIPTION DATE BY O 20 FT MINIMUM MANUFACTURER RECOMMENDS REMOTING THE AC BALLAST FROM THE LAMP, OR fi TO ESSENTIAL LOADS ISSUED TO DOH 05.03.17 CP UP TO 50 FEET, WHICHEVER IS LESS. I� 2—INCH MINIMUM FOUR POLE TRANSFER SWITCH (WITH OVERLAPPING NEUTRAL ISSUED FOR CONSTRUCTION 05.05.17 CP 4. CONTROL DEVICE SHOWN REPRESENTS MANUAL OR AUTOMATIC FIXTURES SWITCHING WHERE SPECIFIED) ISSUED FOR ADDENDUM 1 05.19.17 CP CONCRETE FOUNDATION CONTROL, E.G. MANUAL SWITCHING VIA WALL SWITCH OR AUTOMATIC CONTROL VIA TIME SWITCH, OCCUPANCY SENSOR OR PHOTO SENSOR. 8 BOND TO ENCLOSURE PLUMBING UPDATES 06.13.17 CP . o REVISED PER DOH COMMENTS 07.11.17 CP ISSUED FOR DOB APPROVAL 03.23.18 CP CONCRETE ENCA SED 6R UNDING EL ECTR ODE Df TA IL EMERGENC Y L IGHTING BA L L A S T INSTA L L A TION DETAIL GENERA TDR 6R UNDING Df TA IL - - - 1 SCALE: NTS 2 SCALE: NTS 3 SCALE: NTS 1 4 5 �} 4 EM 2 7 8 6 2 t: 1 SLAB fi 3 :: 6 ACCESSIBLE CEILING 1" EMPTY CONDUIT WITH PULLSTRING STUBBED 6" DO NOT SCALE PLANS ABOCE ACCESSIBLE CEILING. CONNECT MAXIMUM F;.: s OF TWO BACK BOXES PER STUB—UP. i .. .•:.a... .......::.. ...XRRN'.t :,ivan.::::'r'::::::r:::::r::::xa::::::::rr'v.,..,..c.:.....,..g....,._:r.°R:::.....:i:a bro>: _..xa�sx......;m.x...........»a&:...... ARCHITECT OF RECORD 3T7 6 GYPSUM WALLBOARD Terjesen Associates, Architects 4- SQUARE x 1-1/2- DEEP BACKBOX 248 West 35th Street 11th Floor New York, NY 10001 REFERENCE NOTES: 4 5 2—GANG PLASTER RING FOR TELEPHONE OUTLET. 212.239.1526 Fax: 212,736.7899 FACEPLATE FOR COMMUNICATION OUTLET E-mail: info@terjesenarchitects.com 0 GROUNDING ELECTRODE CONDUCTOR PROVIDED BY OTHERS. @ 2 CONDUCTOR TERMINAL MECHANICAL ENGINEER ep CD 3 GROUND CLAMP ASSEMBLY O SERVICE ENTRANCE EQUIPMENT ENCLOSURE U5 GROUNDING LUG MP.) � � GEM�+� FINISHED FLOOR 4O THREADED GROUND HUB 2O DISTRIBUTION PANELBOARD O6 GROUNDING BUSHING (TYP.) °r° 110 William Street 32nd Floor New York, NY 10038 212.257.6190 Fax: 212.994.8091 O5 CONDUIT UGHTING/APPLIANCE PANELBOARD FEEDER CONDUIT (TYP.) 4 .4 ' www.EPENGINEERING.com WATER SERVICE PIPE O SYSTEM GROUNDING ELECTRODE CONDUCTOR $ BRANCH CIRCUIT CONDUIT (TYP.) STRUCTURAL ENGINEER Engineering Firm Address WA TER P/PE EL ECTR ODE CONNEC TION Df TA IL RA Cf WA Y E 0 UIPMENT 6R UNDING S YS TEM CONDUITS TUB- UP TELECOM 0 UTL ET DETAIL Phone Fax: 4 SCALE: NTS s SCALE: NTS 6 SCALE; NTS E-mail: PROJECT j SOUTHOLD ASC PANELBOARD 700 BOISSEAU AVENUE SOUTHOLD, NY G EG DRAWING TITLE ELECTRICAL D ETAI LS 102030 : N DATE 514117 NEUTRAL PROJECT NUMBER 2017.025 ISOLATED EQUIPMENT ISOLATED GROUND DRAWN BY GROUND CONDUCTOR INSULATED FROM — JV PANELBOARD EQUIPMENT GROUND SCD A „ SCALE ,��R Cys CONDUCTOR ,�� AS NOTED DRAWING NUMBER ' m PA NEL BOA RD GR O UNDING Df TA IL 0 7 SCALE: NTS0 =700nO OF N i=- Y SEAL SHEET N0: 13 OF 17 r,.... µ;:.: ,.: . ..: .. ........ :.'.':::::::.......;... ? ., ... ..... :..:5. ...... .,.e...... ... . .......... ....... ...........,. ... ....... ...... ..:. ........ .... .......... ... .... ... ...._...... @Ka£' u;. .:.. :.:::, :<,...:......... : :::..'. ,..,. ....',.::.:.... ,.:... ..:%. ... . . .. , .... . KK .. i'b... Sx i G .. .. ............. .:�t�... ........ ........... .. .... .. ... I.M.K... wv.. 2P::. .ii?C.�a. ........ .........., W:. : ... ............ ... ..:. ..:...... .......,.... ., ..�.., .N}a:; '§fib`.;;: .... ..::z^.;: ..?t.. ........ .. 1 k, mss" 'f `s� Q \ I. „.�::::,. .: :� :::. ..::..... �:' -:,�a§:� �;.::::....,. ..:<::�:::-.:,�::> .:. ^::„...:.. � :..�>t .� ......... � .a.... tt.. ........ .a\.,,,.....,.. acmes � ........, �' .. . ”. f : p : 1. GENERAL• NEUTRAL WIRE 1) �TtOVIDE': TO SUPPLY, INSTALL AND CONNECT UP COMPLETE AND READY FOR SAFE AND REGULAR OPERATION THE H. BAIiJVCE THE LOAD OVER PHASES WHEN NEW CIRCUITS ARE ADDED TO NEW OR EXISTING PANELS. PROVIDE MULTI—CARIE 3) OUTER COVERING 7FiRCXJGH0U1. OUTER COVERING THROUGHOUT. EQUIPMENT GROUND MARE SWUL UTILIZE GREEN g A THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION; AIA DOCUMENT A201. LATEST EDITION, AND THESE PARTICULAR WORK REFERRED TO UNLESS SPECIFICALLY OTHERWISE NOTED. LUGS WHERE REQUIRED. DOUBLE LUGGING SHAM NOT BE PERMITTED. MOUNTING HEIGHT SHR. BE A MAXIMUM OF 6 FT-6 IN. SPECIFICATIONS AS APPUCAIBLE ARE PART OF THIS CONTRACT. FROM FLOOR TO TOP SWITCH UNiT. UPDATE DR111ORIES ON EXISTING PANELBQARDS WHERE Cl2ClUMNG IS CHANGED. WHERE COLOR—CODED CABLE IS NOT AVAILABLE. CERTIFY IN WRITING AND REQUEST PERMISSION TO OVERLAP :. I\J0 0 RT H FORK .: 2) 'INSTALL': TO ERECT, MOUNT AND CONNECT COMPLETE WITH RELATED ACCESSORIES. CONDUCTORS WITH 6 N. OF COLOR TAPING N ACCESSIBLE LOCATIONS. FII .. B. ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY I. TESTS: OPEN At4J CLOSE LOAD BREAK SWITCHING DEVICE'S UNDER LOAD. u.. 1............. ............ .........__.._ INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE 3) "FURNISH' OR 'SUPPLY: TO PURCHASE. PROCURE, ACQUIRE AND DELVER COMPLETE WITH RELATED ACCESSORIES. F. PROVIDE FLAMEPROOF LINEN OR FIBER TAGS IN ACCESSIBLE LOCATIONS. FOR FEEDERS INDICATE FEEDER NUMBER. SIZE:, PRISE I 7. RACEWAYS: CONTRACTOR WHO SWILL INFORM THE OWNER. PRiOR TO SUBMITTING A PROF'OSAI., OF ANY WORK OR MATERIAL. WHISH AND POINTS OF ORIGIN AND TERMINATIONS. FOR CONTROL AND ALARM WIRING INDICATE TYPE (CONTROL OR ALARM), SIZE OF . VIOLATES ANY OF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION 4) 'WORK': LABOR, MATERWS, EQUIPMENT, APPARATUS, CONTROLS. ACCESSORIES AND OTHER ITEMS REQUIRED FOR A PROVIDE RACEWAIS COMPLETE WITH BOXES. FITTINGS AND ACCESSORIES. CONDUIT OR TUBING SIZES REFERRED TO IN WIRE, AND POINTS OF ORIGIN AND TERMINATIONS SHALL BE CORRECTED BY THE �. PROPER AND COMPLETE INSTAIlATION. :* S C LLC � - SPECIFICATIONS AND ON DRAWINGS ARE NOMINAL DIAMETERS. MINIMUM DIAMETER SHALL BE 3/4 N. G. TERMINATIONS. SPLICES AND TAPS UNDER 600 VOLTS: COPPER CONDUCTORS NO. 10 AND SMALLER SHALL UTILIZE 7 < C. INVESTIGATE EACH SPACE THROUGH WHICH EQUIPMENT MUST BE MOVED. WHERE NECESSARY. EQUIPMENT SHALL BE SHIPPED 5) ”WIRING': RACEWAY. FITTINGS, WIRE. BOXES AND RELATED ITEMS. COMPRESSION—TYPE OF TWW—ON SPRING—LOADED CONNECTORS AND CLEAR NYLON—INSULATED COVERING. COPPER 700 B O I S S EAU AVE, S O U T H O L D, NY FROM MANUFACTURER N SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH AVAILABLE RESTRICTIVE SPACES. ASCERTAIN FROM B. MATERIALS CONDUCTORS NO. 8 AND LARGER SHALL UTILIZE MECHANICAL BOLTED PRESSURE OR M'DRAUUC COMPRESSION TYPE USING MANUFACTURER'S RECOMMENDED TOOLING. CABLE LUGS AND CONNECTORS SFW/ UTILIZE COMPRESSION TYPE OF SAME META. BUILDING OWNER AND TENANT AT WHAT TIMES OF DAY EQUIPMENT MAY BE MOVED THROUGH ALL AREAS. 6) 'CONCEALED': EMBEDDED IN MASONRY OR OTHER WhISTMON, INSTALLED IN FURRED SPACES, WITHIN DOUBLE 1 RACEWAYS p '� } AS CONDUCTOR. IPROAADE TO MATCH CABLE, WITH MARKING INDICATING SIZE AND TYPE. NIPPER WG CONNECTIONS TO ECUS D. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK. CONDUIT ROUTING IS SHOWN PARTITIONS OR HUNG COLNGS, IN TRENCHES, IN CRAWL SPACES, OR IN ENCLOSURES. BARS: USE TORANTIPROEIZE COMPOUND ON TANG. i, DIAGRAMMATICALLY AND DOES NOT SHOW ALL OFFSETS, DROPS AND RISES OF RUNS. Elf CONTRACEDR SHALL ALLOW N HIS " o. RIGD STEEL CONDUIT: FULL—WEIGHT PPE, GALVANIZED. THREADED. PRICE FOR ROUTING OF CONDUIT TO AVOID OBSTRUCTIONS. COORDINATION WITH EXISTING SERVICES, INCWDNG THOSE OF 7) "EXPOSED: NOT INSTALLED UNDERGROUND OR 'CONCEALED* AS DEFINED AEOVE H. NOT MORE THAN 3 LIGHTING OR CONVENIENCE OUTLET CIRCUIT'S SHALL BE INSTALLED N ONE CONDUIT UNLESS OTHERWISE OTHER TRADES. IS REWIRED. MAINTAIN HEADROOM AND SPACE CONDITIONS. b. ELECTRROMETALLIC TUBING (EMT): THIN WALL PIPE, GALVANIZED THREADLESS. INDICATED. PULL NO THERMOPLASTIC WIRES AT TEMPERATURES LOWER THAN 32 DEG F. PROVIDE SEPARATE RACEWAYS FOR 8) 'SIMILAR' OR 'EWA EQUAL N MATERW S, WEIGHT, SIZE, DESIGN AND EFFICIENCY OF SPECIFIED PRODUCT. CONDUCTORS (>F 120/208 AND 265/480 VOLT SYSTEMS. EXCEPT 480 VOLT MOTOR BRANCH CIRCUIT WIRING AND RELATED E INSTAL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. MINOR DEVIATIONS FROM c. FLEXIBLE STEEL CONDUIT: CONTINUOUS SINGLE STRIP, GALVANIZED. 120 VOLT CONTROL WIRING. THERMOPLASTIC ARES SWILL NOT BE INSTALLED N COMPUTER AREA RAISED FLOORS DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE EXTRA COST SHNL NOT BE MADE WITHOUT C. TEMPORARY LIGHT AND POWER: PROVIDE TEMPORARY LIGHT AND POWER SYSTEMS AT EARLIEST POSSIBLE DATE WITHIN THE F. . ............. .. . ........ ::. APPRIDVAL CONISTRUCTION AREAS FOR THE REWIRE1MElVTS OF ALL TRADES !t5 HEREIN DESCRIBED. EXTEND SYSTI]MS TO NEW i. d. WIREWW75 WIRE SFW/ BE AS NOTED, MINIMUM N0, 16 GAUGE STEEL WiTH GROUND CONTINUITY. FINISH SFW/ BE I. LEAVE WIRES WITH SUFFICIENT SLACK TO PERMIT MAKING FINAL CONNECTIONS. CONSTRUCTION AS SOON AS PHYSICALLY POSSIBLE. MAINTAIN SYSTEM DURING WORKING HOURS OF ALL TRADES COST OF BAKED ENAMEL (OVERS SHALL BE SCREW—ON. F. REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK MAY BE NECESSARY FOR THE PERFORMANCE OF THE GENERAL WORK. ENERGY WILL BE PND FOR BY OWNER. PROVIDE ALL REQUIRED MAINTENANCE, INCLUDING LAMPS AND SOCKETS. t x J. PERFORM CONTINUITY AND INSULATION TESTS, MEIGGER TEST 1o0 PERCENT OF FEEDERS, 10 PERCENT OF BRANCH CIRCUITS ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS. THE CONTRACTOR SHAT. SURVEY THE SiTE e. SURFACE METAL RACEWAY: SIZE AS NOTED. BASE 0.04 IN., COVER 0.25 IN. MATERIAL SHALL BE STEEL FINISH S iA L AND ALL MOTOR BRANCH CIRCUITS OVER 25 HP. AND INCLUDE AUL CHANGES AND CHARGES IN MAKING UP THE WORK PROPOSAL D. QUALITY ASSURANCE BE BAKED ENAMEL COVERS SHALL BE SCREW—ON. i. .........-,-< i . . ' :: G. CONNECTIONS TO EXISTING WORK: INSTALL NEW WORK AND CONNECT TO EXISTING WORK WITH MINIMUM INTERFERENCE TO QUALM AND GAUGE OF MATERIALS: NEW BEST OF THEIR RESPECTIVE KINDS FREE FROM DEFECTS AND LISTED BY PERFORM TESTS PRIOR TO CONNECTING EQUIPMENT AND IN PRESENCE OF AUTHORIZED REPRISENTATNES. SUBMIT WRITTEN 1) Q 2} FITTINGS AIVQ ACCESSORIES: REPORT OF RESULTS. CORRECT OR REPLACE CABLE THAT TESTS BELOW MANUFACTURER'S STANDARDS. EXISTING FACILITIES TEMPORARY SHUTDOWNS OF EXISTING SERVICES SHALL BE PERFORMED AT NO ADDITIONAL CHARGES, AT UNDERWRITERS LABORATORIES, INC., OR OTHER NATIONALLY APPROVED TESTING AGENCY AND BEARING THEIR LABEL TIMES NOT TO INTERFERE WiTH NORMAL OPERATION OF EXISTING FACILITIES AND ONLY WITH WRITTEN CONSENT OF OWNER. MATERW.S AND EQUIPMENT OF SIMILAR APPLICATION SHILL BE OF SAME MANUFACTURER, EXCEPT AS NOTED. a. RIGID STEL: NONSPLT. THREADED. STEEL OR MALLEABLE IRON. ZINC DE CAST NOT PERMITTED. 9. DEVICES: _; ALARIM AND EMERGENCY SYSTEMS SHALL NOT BE INTERRUPTED. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES AS REWIRED WiTH NECESSARY TEMPORARY CONNECTIONS BETWEEN NEW AND EXISTING WORK. CONNECT NEW WORK TO EXISTING 2) GUARANTEE: ALL MA70US AND WORKMANSHIP SHALL BE GUARANTEED AS DEFINED N PARAGRAPH 2.C. b. ELECTROMETALLIC TUBING: COMPRESSION TYPE GALVANIZED RIGID STEEL ELBOWS, 2 IN. OR LARGER. A PROVIDE COMPLETE MATERIAL AND ACCESSORIES AS NOTED. WORK IN NEAT AND ACCEPTABLE MANNER. RESTORE EXISTING DISTURBED WORK TO ORIGINAL CONDITION. INCLUDING MAINTENANCE OF WINING CONTINUITY AS REWIRED. B. LOCAL WALL SWITCHES SHALL BE SPECIFICATION GRADE. TOGGLE, QUIET TYPE, RATED 20 AMP, 120/277 VOLT. AC. I. 3) CURRENT CFHARACTERISiK'S: c. FLEXIBLE METAWC CONDUIT: ANGLE WM OGE TYPE WITH INSULATED THROAT. E H. DISCONNECT. REMOVE 1WD/OR RELOCATE EXISTING MATERIA., EQUIPMENT AND OTHER WORK AS NOTED OR REWIRED FOR a. SERVICE: 120/208 VOLT. 3 PRISE, 4 WIRE. 60 HERTZ WITH GROUNDED NEUTRAL.. d. BUSHINGS: METALLIC INSULATED TYPE. C. INSERTION RECEPTACLES SWUL BE SPECIFICATION GRADE DUPLEX CONVENIENCE 125 VOLTS, 2 POLE. 3 WIRE, U GROUND PROPER INSTALLATION OF NEW WORK. SLOT. GROUNDED. EXCEPT AS NOTED. MEETING NEMA STANDARDS, PUBLICATION WD-1-1971. I; I b. DISTRIBUTION: 120/208 VOLT, 3 PHASE. 4"WIRE, 60 HERTZ WITH GROUNDED NEUTRAL.. 3) BOXES: Z I. THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, AND ALL PARTS OF THE BUILDING. EXTERIOR SPACES AND11 ADJACENT STREETS. SIDEWAUCS AND PAVEMENTS, FREE FROM MATERIAL AND DEBRIS RESULTING FROM THE EXECUTION OF THIS o. CXUTI.ET BOXES: EXCEPT AS OTHERWISE REQUIRED BY CONSTRUCTION, DEVICES OR MIIRI BOXES SFW/ BE STAMPED 1) SINGLE, IXCIPi AS NOTED- 4 HEIGHTS OF OUTLETS: ' : ,.::::::: .::::::::r:,<..:<:...r�' ::. :: ... :. :. .. ; .:�.. :::: WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR. ) STEEL 4 IN. SQUARE OR OCTAGON FOR FIXTURES. BOXES ABOVE COUNG SHALL BE 1-1/2 IN. DEEP. BOXES IN a. 20 AMP STRAIGHT BLADE ..:.......�': :::_: J. SEAL OPENINGS THROUGH PARTITIONS, WAS AND FLOORS WITH MINERAL WOOL OR OTHER NONCOMBUSTIBLE MATERIAL a. FROM FINISHED FLOOR TO CENTERLINE OF DEVICE FOR; CEILING OR SLAB SHALL BE 3 IN. DEEP. BOXES IN WALL FOR FIXTURES SHALL BE 2-3/4 IN. DEEP. BOXES IN WNL. x FOR RECEPTACLES AND SWITCHES SHUT. BE 1-1/2 IN. DEEP. FURNISH WITH RAISED COVERS AND FIXTURE STUDS 2) SPECIAL USE: NONINTERCHANGEABLE TYPES AND RATNGS. £! ISSUE: K. PROVIDE ALL NECESSARY FLASHING AND COUNTERFLASHING TO MAINTAIN THE WATERPROOFING INTEGRITY OF THE BUILDING AS MOTOR CONTROLLERS: 5 Ff-0 IN. WHERE REQUIRED. WITHOUT FIXTURE OR DEVICE FURNISH BLANK COVER. OFFSET BACK—TO—BACK OUTLETS WITH REQUIRED BY THE INSTALLATION OR REMOVAL OF CONDUIT AND EQUIPMENT. PROVIDE EQUIPMENT CURBS AS REQUIRED. MINIMUM 6 IN. SEPARATION. 3) CLACKS: SINGLE RECESSED RECEPTACLE, 5 MARE. DESCRIPTION DATE BY • STROBE LIGHTS: 6 FT-B IN. OR 6 IN. BELOW CEILING % L N.L. EXISTING MATERIAL. EQUIPMENT AND CONSTRUCTION DEBRIS TO BE REMOVED UNDER THIS CONTRACT SHALL BECOME THE (WHICHEVER IS LOWER) b. JUNCTION AND PULL BOXES: GALVANIZED SHEET STEEL WITH SCREW-ON COVERS, EXCEPT AS NOTED. FURNISH WITH 4) GROUND FAULT INTERRUPTER RECEPTACLES ISSUED TO DOH 05.03.17 CP PROIPI]RTl' OF THE CONTRACTOR WITH THE EXCEPTION OF SPECIFIC EQUIPMENT AND APPARATUS REQUESTED BY THE BUILDING INSULATED SUPPORTS FOR GAMBLES. LOCATIONS SMALL BE AS FATED OR REWIRED AND ACCESSIBLE PROVIDE "`1. ISSUED FOR CONSTRUCTION 05.05.17 CP REPWSElNTATIVE, ARCHITECT OR AS NOTED TO BE RELOCATED ON THE DRAWINGS. REMOVED EQUIPMENT SHALL BE PROPERLY GONGS AND HORNS: 7 FT-6 IN. BARRIERS IN NEW AND RENOVATED BOXES BETWEEN 120/208 VOLT AND 265/460 VOLT MIRING AND BETWEEN a. FEEp-T♦{t6J TYPE DISPOSED OF BY THIS OONIRACTOR. EMERGENCY AND NORMAL WIRING. FLOOR BOXES SHALL BE SUITABLE FOR CONDUIT AND DEVICES NOTED. RAISED ISSUED FOR ADDENDUM 1 05.19.17 C P • FIRE ALARM PULL STATIONS: 4 FT-0 N. OUTLETS SHALL BE HUBBELL. #82414 SERIES WiTH ABOVE FLOOR FITTING. TELEPHIONE- BUSHED HIOLE POWER: D. MOMENTARY CONTACT SWITCHES FOR REMOTE CONTROL M. THE CONTRACTOR'S PROPOSAL. FOR ALL WORK SHALL BE PREDICATED ON THE PERFORMANCE OF THE WORK DURING REGULAR DUPLEX RECEPTACLE OR OTHER AS NOTED. INCREASE SIZE TO SUIT AS NECESSARY. FLUSH OUTLETS SHALL BE b. EXCEPTIONS: AT JUNCTION OF DIFFERENT WALL FINISH MATERWS, ON MOLDING OR BREAK N WALL SURFACE; IN PLUMBING UPDATES 06.13.17 CP ' WORKING HOURS. WHEN SO DIRECTED. HOWEVER, THE CONTRACTOR SFW L INSTALL WORK DURING OVERTIME HOURS AND THE VIOLATION OF CODE. OR AS NOTED OR DIRECTED. HUBBELL JR414 SERIES WITH FLUSH FLOOR FITTING FOR TELEPHONE AND FLUSH DUAL FLAP COVER WITH DUPLEX E PILOT LOM: NEON LAMP. ADDITIONAL COST TO BE CHARGED THEREFORE SHAT BE ONLY THE "PREMIUM' PORTION OF THE WAGES PND. RECEPTACLE FOR POWER AS NOTED. INCREASE SIZE TO SUIT AS NECESSARY. REVISED PER DOH COMMENTS 07.11.17 CP F. DEVICE PLATES: SEE ARCHiTECT FOR TYPE FOR RECEPTACLES WITH OTHER THAN 120 VOLT, NSCF48ED VOLTAGE AVAILABLE H` � `' N. UNLESS OTHERWISE SPECIFICALLY NOTED OR SPECIFIED, INCLUDE ALL CUTTING AND PATCHNG OF EXISTING FLOORS, WAILS. E PRODUCT DELIVERY, STORAGE AND HANDLING c. PROVIDE RACEWAYS ONLY AS HEREIN SPECIFIED. EXCEPT AS NOTED. RACEWAYS SHALL BE RUN CONCEALED, EXCEPT ISSUED FOR DOB APPROVAL 03.23.18 CP PARiTii RS AND 07M MATERIALS IN THE EXISTING BUILDING. THE CONTRACTOR SHALL RESTORE THESE AREAS TO ORIGINAL AS NOTED. G. COLORS: COORDINATE COLORS WiTH ARCHITECT. : -- CONl1IT1()rl. 1) MOVING OF EQUIPMENT: WHERE NECESSAJRY, SHIP IN CITED SECTIONS OF SIZE TO PERMIT PASSING THROUGH AVAILABLE SPACES. PROVIDE RACEWAY SUPPORT UTILIZING COUNG TRAPEZE, STRAP HANGERS. OR WALL BRACKETS. PROVIDE U—BOLTS AT H. MOUNTING ORIENTATON OF RECEPTACLt3 (HORR(NNTAL OR VERTK'.AL}: COORDINATE WiTH ARCHTTEGT. Y 0. ALL MATERIAL MID EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED AND SWILL BE IN ACCORDANCE WITH BUILDING EACH FLOOR LEVEL OF RISER RACEWAYS AND CONNECTED TO ACCEPTABLE SUPPORTS. PROVIDE RISER CLAMPS AT W STANCIARDS. 2) ACCESSIBILITY: FOR OPERATION. MAINTENANCE AND REPAIR. MINOR DEVIATIONS SHALL BE PERMITTED. CHANGES OF EACH FLOOR LEVEL OF RISER RACEWAYS AND RESTING ON SLAB. FOR THROUGH—THE41MR SYSTEMS, UTILIZE AN 10. UCKnNG FIXTURES: MAGNITUDE OR INVOLVING DCTTCA ROSE ARE NOT PERMISSIBLE WITHDIIT REI+IEW. GROUP CONCEALED ELECTRKCAI ASSEMELY SIMILAR TO HUBBELL FIRE RATED POKE—TH ROUGH41M BOX SYSTEM. FOR ABOVE FLOOR FITTINGS P. SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT A CAREFUL EXAMINATION OF THE PORTIONS OF THE EQUIPMENT REQUIRING ACCESS WITH EQUIPMENT FREELY ACCESSIBLE THROUGH ACCESS DOORS. TELEPHONEFW SL BE BUSHED HOLE AND POWER SHALL BE DUPLEX RECEPTACLE OR OTHER AS NOTED. PROVIDE A PROVIDE FIXTURES ('WMINAIRESI, COMPONENTS AND LAMPS. FIXTURES SHALL L BE COMPLETELY FACTORY ASSEMBLED. WIRED ? EXISTING BUILDING, EQUIPMENT, ETC., WHICH AFFECT THIS WORK, AND THE ACCESS TO SUCH SPACES, HIS BEEN MADE AND SEPARAIION BARRIER BETWEEN POWER AND TTELEPHONE COMTS.PARTMENPROVIDE JUNCTION BOX ON UNDERSIDE OF AND EQUIPPED WITH ALL NECESSARY SOCKETS. BALLASTS. SUPPORTING HARDWARE AND ACCESSORIES. REFER TO DRAWINGS THAT THE CONTRACTOR 5 FAMILIAR WITH EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THE F. MATERIALS FLOOR. PACK HIEING TO RESTORE FIRE RATING OF FLOOR. FDR INDIVIDUAL. FIXTURE DESCRIPTIONS. WORK. THE CONTRACTOR IS RESPONSIBLE TO INDICATE ANY DISCREPANCIES BETWEEN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS PRIOR TO SUBMITTAL OF BID. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH 1) NAMEPLATES: PROVIDE BLACK LAMICOID SHEET WITH 3/4 IN. WHITE LETTERING, FASTENED WITH EPDXY CEMENT FOR SECURE ALL RACEWAYS TO SUPPORTS WITH PIPE: STRAPS OR U-BOLTS. SPACING OF SUPPORTS SHALL BE A B. FIXTURE CATALOG NUMBERS USED TO ILLUSTRATE EQUIPMENT TYPE DO NOT NECESSARILY DENOTE REWIRED MOUNTING AN EGMINATION HAS BEEN MADE. LATER CAMS SHALL NOT BE MADE FOR LABOR, EQUIPMENT OR MATERA S REQUIRED EACH DISCONNECT SWITCH, CIRCUIT BREAKER, PANEL, CABINET, TRANSFORMER, ENCLOSURE, MOTOR CONTROLLER AND MINIMUM OF 10 FT ON CENTER FOR METALLIC RACEWAY AND AS REWIRED FOR NONMETALLIC RACEWAY. SPACING EQUIPMENT OR ACCESSORIES. PROVIDE ACCESSORIES TO SUIT. BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN DURING SUCH AN EXAMINATION. THE ON-SITE THE LIKE. NAMEPLATES SHALL DESCRIBE THE NAME AND NUMBER OF EACH COMPONENT. SHALL BE 5 FT ON CENTER FOR MAREWAYS AND PER CODE AND AS NOTED FOR OTHERS. MOUNT SUPPORTS TO :. INSPECTION SHALL VERIFY EXISTING CONDUIT (SIZES. CLEAZlWCES. ETC) AND CONDITIONS. STRUCTURE MASONRY WITH TOGGLE BOLTS ON HOLLOW MASONRY. EXPANSION SHIELDS OR INSERTS IN CONCRETE C. BALLAST. CLASS P. HIGH POWER FACTOR, LOWEST AVAILABLE NEMA RATED NOISE LEVEL, ETt AND CBM APPROVED. ENERGY 2) GIBIE TAGS: TAG EACH CONDUCTOR PASSING THROUGH SPLICE OR PUW30X WITH A WHiTE LINEN TAG, INDICATING AND BRC3K, MACHINE SCREAMS ON METAL, BEAM CLAMPS ON FRAMEWORK. WOOD SCREWS ON WOOD, AND PAN SAVING TYPE. TRIGGER START FOR 24-INCH LAMPS AND RAPID START FOR 48-INCH. TWO LIMP BALASTS; NO THREE LAMP11 Q. INSURANCE: IN ACCORDANCE WITH BUILDING REQUIREMENTS AND SHALL INCLUDE A HOLD HARMLESS CLAUSE FOR OWNER AND POINT OF ORIGIN AND TERMINATION OF THE CIRCUIT. THROUGH STRAPS IN METAL DECK. NAILS, RAWL PLUGS OR WOOD PLUGS SWILL NOT BE PERMITTED. WHERE BALLASTS, BALASTS SHALL L BE ADVANCE MAGNETEK, UNIVERSAL. OR EQUAL. ENGINEER. REQUIRED BY STRUCTURE. FURNISH THROUGH BOLTS AND FISHPLATES. R. THE FINAL ACCEPTANCE SWILL. BE MADE AFTER THE CONTRACTOR HIS ADJUSTED HIS EQUIPMENT. TESTED THE VARIOUS 3) INSERTS AND SUPPORTS: EXPOSED RACEWAYS SHALL BE RUN PARALLEL WITH OR AT RIGHT ANGLES TO WALLS. PROVIDE CLEARANCE WITH D. CONTINUOUS ROW, TWO LAMP STRIP FIXTURES SHALL BE STAGGERED TYPE ii SYSTEMS. DEMONSTRATED TWAT IT FULFILLS THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND HAS FURNISHED a. INSERTS: STEEL. SLOTTED 1YPE, FACTORY PAINTED. - SINGLE ROD: SIMILAR TO GRINNELL FIG. 281. - WATER, STEAM OR OTHER PIPING (MINIMUM 3 IN. SEPARATION FROM STEAM AND HOT WATER PIPES. EXCEPT 1 N. 11. TELEPHONE CONDUIT SYSTEM: ALL THE REWIRED CERTIFICATES OF INSPECTION AND APPROVAL MULTi-ROD: SIMILAR TO FEE AND MASON SERIES 9000 WITH END CAWS AND CLOSURE STRIPS - CUP FORM FROM PPE COVER AT CROSSINGS AND 18 IN. FOR PARALLEL RUNS). FOR HUNG CEILING OUTLETS, RUN IN HUNG NAILS FLUSH WITH INSERTS. - MAXIMUM LOADING 75 PERCENT OF RATING. COUNG AND CONNECT TO COUNG SUPPORT CHANNELS. IN MASONRY AND POURED CONCRETE, RUN VERTICALLY A. PROVIDE COMPLETE SYSTEM OR EMPTY CONDUIT, PULL BOXES. OUTLETS, SLEEVES AND FISH IBES. 2. SCOPE OF WORK: ONLY. I A SCOPE OF WORK SHALL CONSIST OF PROVIDING LABOR. MATERWS, EQUIPMENT. SERVICES AND FEES NECESSARY FOR b. SUPPORTS FROM BUN.DING CONSTRUCTION: INSERTS, BEAM CLAMPS, STEEL FISHPLATES (IN CONCRETE FILL ONLY}. B. EQUIPMENT SHUT CONFORM TO REQUIREMENTS OF TFIEPHONE COMPANY. CAANTIIEVtER BRACKETS (NR OTHER MEANS. SUBMIT FOR REVIEW. MAINTAIN GROUNDING CONTINUITY OF INTERRUPTED METALLIC RACEWAYS WITH GROUND CONDUCTOR, AND IN FLEXIBLE T= COMPLETE AND SAFE INSTALLATION IN CONFORMITY WiTH THE NATIONAL ELECTRICAL CODE (NEC) AND ALL OTHER APPLICAABLE CONDUIT FOR FEEDERS AND MOTOR TERMINAL CONNECTIONS. C. OUTLETS SEAL BE: �, INDUSTRY. NATIONAL AND LOCAL CODES AND AUTFIORRIES WAVING JURISDICTION, AS INDICATED ON DRAWINGS AND HEREIN c. GROUPED UNES AND SERVICES: TRAPEZE HANGERS OF BOLTED ANGLES OR CHANNELS. SPECIFIED. EMPTY RACENAYS OVER 10 FT LONG: PROVIDE FISH OR PULL WIRE, GALVANIZED OR NYLON ROPE 1) WALL: 4 IN. SQUARE WITH BUSHED (OVER PLATE d. WHERE BUILDING CONSTRUCTION IS INADEQUATE: PROVIDE ADDITIONAL FRAMING. SUBMIT FOR RENEW. B. THE CONTRAL"fOR SWILL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY AND ASSUME RESPONSIBItm FOR DRIGD STEEL CONDUIT SIiALL BE PERMITTED FOR FEEDERS AND BRANCH CIRCUITS. PAINT ME THREADS OF 2) FLOOR: GIST IRON WITH LOW TENSION FITTING. Y ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH DEFECTS DEVELOP WITHIN ONE YEAR FROM THE G. PAINT SHALL BE THE BEST GRADE FOR ITS PURPOSE DELIVER IN ORIGINAL SE40 CONTAINERS AND APPLY IN FIE LD-THREADED CONDUIT WITH GRAPHITE-BASE PIPE COMPOUND AND BUTT CONDUIT ENDS. TOUCH UP MARRED : DATE OF FINAL CERTIFICATE FOR PAYMENT AND/OR FROM DATE OR ACTUAL USE OF EQUIPMENT OR OOCUPANCY OF SPACES ACCORDANCE WiTH MANUFACTURER'S INSTRUCTIONS. COLORS SHALL L BE AS SELECTED BY ARCHITECT OR ENGINEER. UTILIZE SURFACES AND FEUD-CUT THREADS, CRC-COLD GALVANIZED. D. PROVIDE FESHWIRES IN RACEWAYS OVER 10 FT LONG. EMPTY CONDUIT SWU1. BE 1 IN. MINIMUM. FURNISH EMPTY CONDUIT BY OAYNER INCLUDED UNDER THE VARIOUS PARTS OF THE WORK. WHICHEVER ELATE IS EARLIER. THIS WORK SHALL BE DONE GALVANIZED IRON PRIMER ON PANEL AND PULL BOXES, AFTER FABRICATION. unLZE HOT DIPPED GALVANIZED OR DIPPED FROM OUTLET TO NEAREST ACCESSIBLE HUNG CEUNG. DO NOT SCALE PLANS i. EMT SFW L BE PERMITTED FOR BRANCH CIRCUITS ONLY IN DRY LOCATIONS, DRY WAILS. HUNG C OUNGS HOLLOW AS DIRECTED BY THE OWNER. THIS GUARANTEE SMALL ALSO PROVIDE THAT WHERE DEFECTS C>CCUR, THE CONTRACTOR WILL IN ZINC BASED PRIMER FOR: OUTLET BOXES, JUNCTION BOXES, CONDUIT HANGERS, RODS, INSERTS AND SUPPORTS. ZINC BLOCK MAILS AND FURRED SPACES. EMT SHALL NOT BE PERMITTED IN RAISED FLOORS. ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED IN REPAIRING AND REPLACING WORT( OF OTHER TRADES AFFECTED BY BASED PRIMER WITH FINISH TO MATCH SURROUNDINGS SHILL BE USED FOR MARRED SURFACES OF STEEL EQUIPMENT AND N ... DEFECTS, REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THE CONTRACTOR. RACEWAYS. A FlE1.D—APPLIED ZINC BASED PRIME WAIT SHALL BE UTILIZED FOR STEEL OR IRONWORK, I ,... FLEXIBLI STEEL CONDUIT SHALL BE UTILIZED FOR SHORT CONNECTIONS WHERE RIGID CONDUIT IS IMPRACTICAL FROM ARCHITECT OF RECORD C. THE CONTRACTOR SHALL GIVE NECESSARY NO110E, FILE DRAWINGS AND SPECIFICATIONS WiTH ALL DEPARTMENTS HAVING H. BRUSH AND CLEAN WORK PRIOR TO CONCEAUNG, PAINTING AND ACCEPTANCE. PAINTED EXPOSED WORK SOILED OR DAMAGED; OUTLET BOX 1O RECESSED LIGHTING FIXTURE: PROVIDE MINIMUM 4 FT AND MAXIMUM 6 FT LENGTHS. FOR FINAL JURISDICTION. OBTAIN PERMITS OR LICENSES NECESSARY TO CARRY OUT THIS WORK AND PAY ALL FEES THEREFORE THE CLEAN AND REPAIR TO MATCH ADJOINING WORK BEFORE FINAL ACCEPTANCE REMOVE DEBRIS FROM INSIDE AND OUTSIDE OF CONNECTION TO MOTOR TERMINAL BOX, TRANSFORMER AND OTHER VIBRATING EQUIPMENT: PROVIDE WiTH POLYVINYL T e rj e S e n Associates, Architect s CONTRACTOR SHALL ARRANGE FOR INSPECTION AND TESTS OF ANY OR ALL PARTS OF THE WORK IF SO REQUIRED BY MATERUAL AND EQUIPMENT. SHEATHING AND GROUND CONDUCTOR. MINIMUM ALENGTH: 18 IN. WITH SLACK. CONNECT GROUND CONDUCTOR TO iil , AUTHORITIES AND PAY ALL CHARGES FOR SAME THE CONTRACTOR SHALL PAY ALL COSTS FOR, AND FURNISH TO THE OWNER ENCLOSURE OR RACEWAY AT EACH END. FOR EXPANSION JOINT OXMINGS, CROSS AT RIGHT ANGLES AND ANCHOR � 248 West 35th Street 11th Floor New York, NY 10001 BEFORE FINAL BIWNG, ALL CERTIFICATES NECESSARY AS EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL L FINAL LOCATIONS AND MOUNTING ORIENTATIONS OF ALL SWITCHES, RECEPTACLES AND LIGHT FIXTURES SHALL BE VERIFIED WITH ENDS. r REGULATIONS WHERE THEY APPLY TO THIS WORK. ARCHITECT, ¢ 212.239.1526 Fax: 212.736.7899r. i. CUT CONDUIT ENDS SQUARE. RFEM SMOOTH. PAINT MICE THREADS OF FIELD THREADED RACEWAYS WITH GRAPHITE BASE PPE COMPOUND. DRAW UP TIGHT WITH RACEWAY COUPLING. E-mail: info@terjesenarchitects.com p 3. SHOP DRAWINGS J. ALL ACCESS DOOR LOCATIONS SHALL BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. CC 1 A PRIOR TO THE INSTALLATION OF ANY WORK AND PROCUREMENT OE EQUIPMENT, CONTRACTOR SNAIL PROVER COMPLETE SETS 8. LOW—VOLTAGE DISTRIBUTION EQUIPMENT: ALL COUPLINGS SFW L BE THREADED COMPRESSION TYPE SET SCREW TYPE NOT PERMITTED. 11, ..:.,.,.,....:......,....,,<:,..: .:::>::::.:::::::::.::::,�,,,�........ �:.. ...; .... . ^ :: :.::: OF COORDINATED SHOP DRAWINGS OF ALL NEW AND EXISTING EQUIPMENT, INDICATING CAPACITY. DIMENSIONS AND SEQUENCE MECHANICALYENGINEER 1.i. OF OIPERAION FOR WRITTEN APPROVAL BY THE ARCHTTECi AND ENGINEER. A PROVIDE COMPLETE EQUIPMENT INCLUDING: SWITCHES, FUSES, CIRCUIT BREAKERS. PANELS AND TRANSFORMERS. IXPANSIXN FITTINGS SFWL BE INSTALLED AT RK;HT ANGLES WITH CUP JOINT CENTERED IN EXPANSION JOINT. PROVIDE A LENGTH OF RUN IN ACCORDANCE MANUFACTURER'S RECOMMENDATIONS. PRESET FIRINGS SHALL L ALLM W� B. INDICATE ON EACH SHOP DRAWINGS SUBMITTED: B. ALL EQUIPMENT SHALL L CONFORM TO NEMA, ANSI AND IEEE STANDARDS. FOR TEMPERATURE VARIATION. RACEWAYS PASSING THROUGH FIRE—RATED CONSTRUCTION: SEA. OPENING WITH FIRE EP�' HO 1) PROJECT NAME AND LOCATION C. DISCONNECT SWITCHES SHALL BE FUSED OR NONFUSED AS NOTED. VOLTAGE SHALL BE AS REWIRED. SWITCHES SH A L BE . ,: SEALANT, 110 William Street 32nd Floor New York; NY 10038 2) NAME OF ARCHITECT AND ENGINEER HEAVY DUTY. EXCEPT AS NOTED, AND HORSEPOWER RATED FOR MOTOR LOADS. TOGGLE TYPE SWITCHES SHAL BE NONFUSED, d. ERECT WALL AND SWITCH OUTLETS IN ADVVANCE OF FURRING AND FIREPROOFING. OUTLET BOXES SHALL BE SET 212.257.6190 Fax: 212.994.8091 3) ITEM IDENTIFICATION LOAD BREAK. HAVING KNIFE—BLADE TYPE SWITCHES SHAL BE LOAD BREAK, QUICK—MAKE—QUICK— BREAK, UL CLASS R UP TO SQUARE TRUE WITH BOLDING FINISH. SECURE TO BUILDING STRUCTURE BY ADJUSTABLE STRAP IRON OR GROUT www.EPENGINEERING.com1. 4) /IPPR0IVAL STAMP OF PRIME CONTRACTOR 600 AMP. MAXIMUM RATING EXCEPT AS NOTED SHALL L BE 800 AMP. ARC QUENCHERS SHILL. BE PROVIDED. SWITCHES SRW. IN WiTH MASONRY. VERIFY OUTLET LOCATIONS IN FINISHED SPACES WITH ARCHITECTURAL. DRAWINGS OF INTERIOR BE SIMILAR TO GENERAL ELECTRIC QMR. Nl SWITCH ENCLOSURES SHA L BE DEAD FRONT, NEMA TYPE 1, EXCEPT AS NOTED. DETAILS AND FINISHES PROVIDE BARRIERS BETWEEN SWITCHES CONNECTED TO DIFFERENT PHLASES FOR VOLTAGES ......... . _... ......... ............ ........... ._.... .., .. -.....-......I........_^...._ .............^_v._.w^.._^.--,.__.- C. SUBMISSIONS: EXCEED14C 150 VOLTS TO GROUND. p STRUCTURAL ENGINEER D. FUSES 1) SiUBMISSIONS 11 IN. X 17 IN. OR SMALLU]R: IF THE SUBMISSION 15 A CATALOG CUT, THEN THE CONTRACTOR SHALL e. PANE], JUNCTION AND PULL BOXES SFWL BE LOCATED CLEAR OF OTHER TRIES. CONCEAL JUNCTION AND PULL Engineering Firm 1) CIRCUIT 601 TO 6000 AMPERES SHALL BE PROTECTED BY FUSES SIMILAR TO CURRENT LIMITING BUSSMANN LOW-PEAK BOXES N FINISHED SPACES. WHERE NECESSARY REROUTE RACEWAYS OR MAKE OiHER ARRANGEMENTS FOR S1BMIT ONE OIIGINAL AND Two COPIES oTHER911sE, HE SWu1 SUBMIT 1HREE COPIES THE AIRCHiTECT MALL FORWARD TIME-DELAY FUSES KRP-C (AMP)SP, CLASS L LISTED BY UL WITH AN INTERRUPTING RATING OF 300,000 AMPERES CONCEALMENT. BOXES SFHIALL BE ACCESSIBLE SUPPORT BOXES FROM BUILDING STRUCTURE. INDEPENDENT OF _: Address 1NE ORIGINAL AND ONE COPA' (TWO COPIES WHEN NO ORIGINAL IS RECEIVED) TO THE ENGINEER. ALL CATALOG CUTS CONDUIT. PROVIDE FLOOR TO- CEILING CHANNELS FOR MOUNTING ON DRYWALL AND LIGHTWEIGHT CONSTRUCTION. RMS SYMMETRICAL Phone Fax: 0. OUTLET BOXES FOR FOITURES RECESSED IN HUNG CEILINGS SHALL BE ACCESSIBLE THROUGH OPENING CREATED BY SUBMISSIONS 2) CIRCUITS 0 TO 600 AMPERES SHALL BE PROTECTED BY FUSES SIMILAR TO CURRENT UMTiENG BUSSMANI LOW-PEAKA OF FIXTURE SECURE TO BLACK IRON SUPPORT. MOTOR TERMINAL BOXES: COORDINATE WTIN MOTOR E-mail: 2) SUBMISSIONS LARGER THAN 11 IN. X 17 IN: SUBMIT TWO PRINTS AND ONE PAPER SEPIA TO THE ARCHITECT. THE BRANCH CIRCUIT CONDUIT AND WIRING, ADD BOX VOLUME WHERE REWIRED. OVAL-ELEMENT TIME-DELAY (AMP)SP (25OV) /IPS-RK (AMP)SP {600V} OR LPJ (AMP)SP (60OV) (UL LPN-RK CLASS ': �:. ..., =':: ;.::-::r:. _ ,.,°. ..::: :%. ..,:y ..<:..M....r:: :<:�:.: . ..: ^. .. :. . (ARCHITECT WILL FORWARD ONE PRINT AND THE PIER SEPIA TO THE ENGINEER RK1 OR CLASS J), AND BE LISTED BY UL WITH AN INTERRUPTING RATING OF 300.000 AMPERES RMS SYMMETRICAL. f. FIRE SEAJJANTS: PROVIDE FOR RACEWAYS AND WIRE PASSING THOROUGH FLOOR SOOTS, SLEEVES OR OPENINGS IN PROJECT D. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: FIRE-PARTITIONS ROOMS. 3) MOTOR CIRCUITS - ALL INDIVIDUAL MOTOR CIRCUITS WITH FULL LOAD AMPERE RATINGS (FILA) OF 480 AMPERES OR LESS 1) SVII IS SHALL L BE PROTECTED BY FUSES SIMILAR TO CURRENT LIMITING BUSSMANN LOW—PEAK DUAL— ELEMENT TIME—DELAY 9. PERFORMi CONTINUITY TESTS OF RESISTANCE OF-FEEDER CONDUITS FROM SERVICE TO POINT OF FINAL DISTRIBUTION S O U T H O L D A S C 2) FUSES LPN—RK (AMP)SP (250V} /LPS—RK (AMP)SP (600V) OR LPJ (AMP)SP (60OV) (UL CLASS RK1 OR CLASS J), AND BE USING 1 CONDUCTOR RETURN. MAXIMUM RESISTANCE SHALL L EE 25 OHMS. 3) CIRCUIT BREAKERS LISTED BY UL WITH AN INTERRUPTING RATING OF 300,000 AMPERES RMS SYMMETRICAL 700 B O I S S EA U AVENUE L 4) F'ANELBOARDS (INCLUDING DIMENSIONS, SCHEDULES, AND CATALOG CUTS). 8. WIRE AND CABLE: 5) 1RAN�PFORMERS 4) ALL FUSES SHALL BE PROVIDED BY SAFE MANUFACTURER. SOUTHOLD, NY A PROVIDE WIRE AND CABLE COMPLETE WITH ACCESSORIES. SIZE REFERENCE SHALL BE AWG EXCEPT AS NOTED. ;:: 6 FACEWAYS 5) PROVIDE 1 SPACE MATCHING FUSE FOR EACH SET OF 3. 7) WORE AND CABLE B. CONDUCTORS SHALL BE COPPER, ASTM STANDARD SOLID (NO. 10 AND SMALLER) OR STRANDED (NO. 8 AND LARGER). .�- ,�;,::. ..::,�- :r:...:.�,«.„::�..':.,...:..::m,.�..,:.^ta��-�. ..",-:... ..:, ':..... ,.. " _"�`..:::: I 8) WALL SNITS E. CIRCUIT BREAKERS: MOLDED CASE BREAKERS SHALL. BE THERMAL- MAGNETIC. QUICK-MAKE-QUICK-BREAK, BOLT-ON TYPE. GENERAL USE =NG SHALL BE NO. 12 MINIMUM. AT 120 VOLTS AND OVER 100 FT CIRCUIT LENGTH PROVIDE NO. 10 DRAWING TITLE 9) INSERTiON RECEPTACLES MANUALLY OPERATED WiTH INSULATED TRIP-FREE MOLE. MULTi-POLE TYPE BREAKERS SFW/ CONTAIN INTERNAL TRIP BAR. MINIMUM. AT 265 VOLTS AND OVER 200 FT CIRCUIT LENGTH PROVIDE NO. 10 MINIMUM. €; 10) MOMENTARY CONTACT SWITCHES TERMINALS SHALL BE SUITABLE FOR COPPER OR ALUMINUM CABLE. FURNISH AUXILIARY DEVICES WHERE REWIRED FOR k ELECTRICAL 11) LIME SWITCHES SHUNT-TRIPPING. OPEN AND CLOSE MOTOR OPERATOR AND ALARM INDICATION. ENCLOSURES SHALL BE DEAD FRONT, NEMA CONTROL AND ALARM CABLING, EXCEPT AS NOTED, SHALL BE NO. 14 MINIMUM. AT 120 VOLTS AND OVER 200 FT CIRCUIT F 2) iRANSFER SWITCHES TYPE 1, EXCEPT AS NOTED. FRAMES, IC AND INTERCHANGEABLE TRIPS SHALL IE AS FOLLOWS, UNLESS OTHERWISE NOTED: LENGTH PROVIDE No. ,2 MINIMUM. S P E C I F I C AT i O N S 13) SURFACE META. RACEWAY OTHER VOLTAGES MID PHASES: ADJUST CABLE SIZING A5 REWIRED TO MNNTNN VOLTAGE INCREASE RACEWAY SIZES FOR 14) LIGHTING FIXTURES. 1) 120 VOLTS, 100—IMP FRAME 10.000 LAMPS, 1 POLE LARGER WIRE AS REWIRED. (1 OF 4) 4. AS-BUILT DRAWINGS AND EQUIPMENT OPERATIONAL INSTRUCTiONS 2) 240 VOLTS, 100-AMP FRAME 18,000 AMPS, 2 AND 3 POLES LL BEC. INSULATION SHALL RUBBER AND THERMOPLASTIC MEETING ASTM AND IPCEA STANDARDS. TYPE THIN OR THAN SBE LiTIUZED FOR FEEDERS AND BRANCH CIRCUITS EXCEPT AS NOTED. TYPE SFF-2 SFWL BE UTILIZED FOR BRANCH CIRCUITS - M µ:�� x A UPON COMPLETION AND ACCEPTANCE OF WORK, CONTRACTOR SHALL FURNISH WRITTEN INSTRUCTIONS AND EQUIPMENT MANUALS 3) 277 VOLTS, 200-AMP FRAME 50,010 AMPS, 2 AND 3 POLES WITH ISE TRIP. LOCATED IN MIRING CHANNELS OF CONTINUOUS FLUORE'9CENT FIXTURES AND IN AMBIENT TEMPERATURES OVER 90 DEG. °. AND DEMONSTRATE TO THE OWNER THE PROPER OPERATION AND MAINTENANCE OF ALL EQUIPMENT AND APPARATUS FURNISHED DATE UNDER THIS CONTRACT. 4) 277 VOLTS, 100-AMP FRAME 14.000 AMPS, 1 POLE FOR UNGROUNDEE ISOLATED BRANCH CIRCUITS PROVIDE CROSS-LINKED POLYETHYLENE INSUATION (TYPE XH%. �1 7/7/17 B. THESE: INSTRUCTIONS SHALL BE TYPED ON 8-1/2 N. X 11 IN. PAPER AND BOUND IN THREE RING BINDERS WiTH CLEAR 5) 480 VOLTS, 100—AMP FRAME: 20.000 AMPS, 2 AND 3 POLES. D. ARMORED CABLE ABX) MAY BE UTILIZED FOR BRANCH CIRCUITS IN DRY HOLLOW LOCATIONS, HUNG COUNGS, AND BLOCK PROJECT NUMBER ACETATE COVERS. CONiRAC'TOR SHALL GIVE THREE COPIES OF THE INSTRUCTIONS TO THE OWNER AND ONE COPY TO THE WAILS. WHEN USED IN LIEU OF WILING IN CONDUIT STATE IN PROPOSAL. THAT PRICE IS BASED UPON THE USE OF BX. ENGINEER. F. DISTRIBUTION PONTIS SWITCHING UNITS SWUL BE 3 PHV►SE, 4 WIRE CIRCUIT—BREAKER TYPE UNLESS OTHERWISE NOTED ON 2017.025 PANEL SCHEDULES. BUS BARS SHALL BE Hi RD DRAWN COPPER, MINIMUM 98 PERCENT CONDUCTIVITY, SILVER OR TIN—PLATED E COLOR CODING SHALL BE AS FOLLOWS: 1 I 11 C. THE INSTRUCTION BOOKLET SMALL BEAR THE NAME. ADDRESS AND TELEPHONE NUMBER OF THE PROJECT, ARCHITECT AND JOINTS. CABINETS SHALLE ELL L BE GALVANIZED SHEET STBACK BOX, WiTH DOOR AND TRIM AND LAPPED AND WELDED CORNERS. DRAWN BY ENGINEER. HARDWARE SHALL L BE CHROME—PLATED WITH FLUSH LOCK/LATCH HANDLE ASSEMBLY (UP TO 48 IN. HIGH DOORS) OR VAULT 1) 120/208 VOLT SYSTEM: � JV INANDI E. LOCK AND 3—POINT CATCH (LARGER THAN 48 IN. HIGH DOORS). HINGES SHALL BE SEMI—CONCEALED, 5—KNUCKLE BLACK FOR A PHEIISE . D. REPRODUCIBLE "AS—BUILT" DRAWINGS SHALL BE PROVIDED INDICATING THE AS INSTALIID CONDITIONS OF THE WORK. STEEL. WITH NONFERROUS PINS, 180—DEG OPENING, LOCATED A MAXIMUM 26 IN. ON CENTERS. MINIMUM GUTTER SPACES FOR RED FOR B PHASE ..: 'ED ARS,+ SCALE i. 'AS—EI11LT" DRAWINGS SHALL L BE PROVIDED TO THE ARCHITECT AFTER COMPLETION OF THE INSTALLATION. LIGHTING PANELS SHALL BE 5-3/4 N. SIDES, TOP AND BOTTOM. DIRECTORY HOLDER SHALL BE METAL. FRAME WITH CLEAR BLUE FOR C PHASE .� /X/ PLASTIC, TRANSPALRENIT COVER. A TYPEWRITTEN LIST INDICATING FEEDER CABLE AND CONDUIT SIZE, CIRCUIT NUMBERS, OUTLETS �� " � , Aj �� AS NOTED I. 5. GENERAL PROVISIONS FOR E LECTRICJIL WORK: SUPPLIED AND THEIR LOCATIONS SHALL BE PROVIDED. 2) 265/460 VOLT SYSTEM: -" ' 4 �,A Com I 7.V. BROWN FOR A PHASE a U DRAWING NUMBER A SPECIFICATIONS ARE OF SIMPLIFIED FORM AND INCLUDE INCOMPLETE SENTENCES. WORDS OR PHRASES SUCH AS "THE G. TRANSFORMERS SWILL BE OPEN-VENTILATED, DRY TYPE, CLASS H INSULATION, 1150 TEMPERATURE RISE:. WINDINGS SHALL BE ORANGE FOR B PHASE m WNTFUACTOR SHALL,' 'SHWA BE~' "FURNISH,' 'PROVIDE.' "A.' 'THE,' AND "ALL' HAVE BEEN OMITTED FOR BREVITY. COPPER. PRIMARY AND SECONDARY VOLTAGES SHALL BE AS NOTED. PRIMARY TAPS (6-2 1/2X TAPS, 2 ABOVE AND 4 BELOW YELLOW FOR C PHASE * RATED VOLTAGE) SHALL lE PROVIDED. ADJUST FOR REQUIRED VOLTAGE HARMONIC CAPABILITY SHALL BE PIIS'. B. DEFNITiONS: 'P,*`A 0 6 y0 ■ o�T� :. Y ::: :1.1 =: SEAL SHEETNO: 14 OF 17 w .: wu, m „... . . " ; - �r ,,,. a . .. �vi � :£�:.` ::i:M: �: :.. . .a� `... n. ..... y. tan aar x: ",. ,. fi " r : : w . ,...;.= £. d ,:.. � pom ..,( . .. .. .:: . . �::::: : . v • *% : . YRtw. : ....x.... .. :2 ......... ,h. e: .... .:, ..:ax.. ... .. ........ .......... ...... .. n::.. .... ...v... .., .:.:.:. ........ .r „ ..`E.,.v 3: ...... .n\Rfi'. .sem vv.. z ::::� .::::.::: ... :..., ..,...... .., .':A"�. ...... /w.. .,..C. , ,.\ .... ... .. :.v'::... ': '.`i:,. ..... ..... .... .. .. ..., k , ::NC' " ..�... ':o-S'i'w'i' ...... Y'! At.: .... ........ , .. ... ....... .......... ....... ..... ......:.. v.. ......... ......... .......c .x t ... '>sii. %:S:': ..:Tfi.. "'s:::"�:kf! .."K r'..` "'tC'3?:a, :. ... ......... ..... .. ............. ...... ......:.. .....� ..... s 6 A' SECTION 16231 J. TORSIONAL ANALYSIS TO VERIFY THAT THE GENERATOR SET IS FREE OF HARMFUL 6. THE ENGINE SHALL HAVE A MINIMUM OF 6 CYUNDERS. AND BE UQUID-COOLED BY GENERATOR, THE CONTROL MUST BE ABLE TO BE MOUNTED IN ANY OF 4 PACKAGED ENGINE GENERATOR TORSIONAL STRESSES. A UNIT-MOUNTED RADIATOR. BLOWER FAN, WATER PUMP, AND THERMOSTATS. THIS ORIENTATIONS FOR EASE OF VIEWING. PART 1 = i111EBAL k. ENDURANCE TESTING. SYSTEM SHALL PROPERLY COOL THE ENGINE WITH UP TO 0.5 INCHES H2O STATIC C. HARDWARE REQUIREMENTS M. 'I"NA' ORTH FORK ::.s 1.01 RELATED DOCUMENTS B. PRODUCTION TESTS PRESSURE ON THE FAN IN AN AMBIENT TEMPERATURE UP TO 105.17/40-C. 1. THE CONTROL SHALL HAVE A RUN-OFF/RESET-AUTO THREE-POSITION SELECTOR 11* A DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND 1. FINAL PRODUCTION TEST'S: EACH GENERATOR SET SHALL BE TESTED UNDER VARYING 7. THE ENGINE SHALL BE EPA CERTIFIED. SWITCH. IF REQUIRED, IN THE PLANS AND SPECS, A VERSION OF THE CONTROL .. i SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS LOADS WITH GUARDS AND EXHAUST SYSTEM IN PLACE TESTS SHALL INCLUDE C. LUBRICATION SYSTEM: THE FOLLOWING ITEMS ARE MOUNTED ON ENGINE OR SKID: SFIAl HAVE A KEY OPERATED SELECTOR SWITCH. `:i . . .. .. . . .. ..... . ... ............... .............. .............. ..... .. .. .. . . .. .. SECTION. 2. SINGLE-STEP LOAD PICKUP. 1. FILTER AND STRAINER: RATED TO REMOVE 90 PERCENT OF PARTICLES 5 2. A CONTROLLER MOUNTED LATCH TYPE EMERGENCY STOP PUSH BUTTON MUST BE 1.02SUMMARY 3. TRANSIENT AND STEADY--STATE GOVERNING. MICROMETERS AND SMALLER WHILE PASSING FULL FLOW. SUPPLIED. A THIS SECTION INCLUDES PACKAGED DIESEL-ENGINE GENERATOR SET FOR EMERGENCY 4. SAFETY SHUTDOWN DEVICE TESTING. 2. THERMOSTATIC CONTROL VALVE: CONTROL FLOW IN SYSTEM TO MAINTAIN OPTIMUM 3. R SHALL BE POSSIBLE TO ADJUST ALTERNATOR OUTPUT VOLTAGE AT THE CONTROL POWER SUPPLY WITH THE FOl10WING FEATURES: 5. VOLTAGE REGULATION. OIL TEMPERATURE. UNIT SHALL BE CAPABLE OF FULL FLOW AND IS DESIGNED TO 4. FIVE INDICATING LIGHTS: 1. DIESEL ENGINE GENERATOR SET. 6. RATED POWER O 0.8 PF. BE FAIL-SAFE. a. SYSTEM READY - GREEN. �' SC LLC 7 2. BATT17RY CHARGER. 7. MAXIMUM POWER. 3. CRANKCASE DRAIN: ARRANGED FOR COMPLETE GRAVITY DRAINAGE TO AN EASILY b. NOT IN AUTO - YELLOW. " 700 BOISSEAU AVE, SOUTHOLD, NY . 3. SOUND ATTENUATING MUFFLER (SUM UNE COOL SUPER CRITICAL). 8. UPON REQUEST, ARRANGEMENTS TO EITHER WITNESS THIS TEST WILL BE MADE, OR A REMOVABLE CONTAINER WITH NO DISASSEMBLY AND WITHOUT USE OF PUMPS, c. PROGRAMMING MODE - YELLOW. �: :..... .... .... .... ....r.;^.'�".,,. .)�A:R;tFAb4'0'.......::.;t�hv........::::::;::::::.....::::4':::: ::rtlt.: .RL`R�`.: +,....getiCrinYH..> ..... 4. UNTI--MOUNTED COOLING SYSTEM. CERTIFIED TEST RECORD WILL BE SENT PRIOR TO SHIPMENT. SIPHONS, SPECIAL TOOLS, OR APPLIANCES. d. SYSTEM WARNING - YELLOW. 5. UNIT--MOUNTED CONTROL AND MONITORING. C. PRODUCTION TESTS D. ENGINE FUEL SYSTEM: e. SYSTEM SHUTDOWN - RED. 6. PERFORMANCE REQUIREMENTS FOR SENSITIVE LOADS. 1. SITE TESTS: AN INSTALLATION CHECK, START-UP, AND BUILDING LOAD TEST SHALL 1. MAIN FUEL PUMP: MOUNTED ON ENGINE PUMP ENSURES ADEQUATE PRIMARY FUEL 5. LIGHTED DISPLAY WITH TWO LINES OF 20 ALPHANUMERIC CHARACTERS FOR 7. ENGINE BLOCK HEATER. BE PERFORMED BY THE MANUFACTURER'S LOCAL REPRESENTATIVE. THE ENGINEER, FLOW UNDER STARTING AND LOAD CONDITIONS. MESSAGES. PANEL LIGHTS MUST BE SUPPLIED AS STANDARD. B. OUTDOOR ENCLOSURE (SKIN TIGHT. WEATHER PROOF). REGULAR OPERATORS, AND THE MAINTENANCE STAFF SHALL BE NOTIFIED OF THE 2. RELIEF-BYPASS VALVE: AUTOMATICALLY REGULATES PRESSURE IN FUEL UNE AND 6. SIXTEEN POSITION SNAP ACTION SEALED KEYPAD FOR MENU SELECTION AND DATA 9. DAY TANK TIME AND DATE OF THE SITE TEST. THE TESTS SHALL INCLUDE RETURNS EXCESS FUEL TO SOURCE _ ENTRY. t 10. REMOTE ANNUCIATDR. 2. FUEL, LUBRICATING OIL., AND ANTIFREEZE SHALL BE CHECKED FOR CONFORMITY TO E. COOLANT JACKET HEATER: ELECTRIC-IMMERSION TYPE, FACTORY INSTALLED IN COOLANT 7. FOR EASE OF USE. AN OPERATING GUIDE MUST BE ON THE CONTROLLER FACEPLATE, B. RELATED SECTIONS INCLUDE THE FOLLOWING: THE MANUFACTURER'S RECOMMENDATIONS, UNDER THE ENVIRONMENTAL CONDITIONS JACKET SYSTEM. COMPLY WITH NFPA 110 REQUIREMENTS FOR LEVEL 1 EQUIPMENT FOR 8. AN AUDIBLE ALARM MUST BE SUPPLIED IN THE CONTROL � �_ 1. DIVISION 16 SECTION "TRANSFER SWITCHES' FOR TRANSFER SWITCHES INCLUDING PRESENT AND EXPECTED. HEATER CAPACITY. D. CONTROL FUNCTIONAL REQUIREMENTS I \ SENSORS AND RELAYS TO INITIATE AUTOMATIC-STARTING AND -STOPPING SIGNALS 3. ACCESSORIES THAT NORMALLY FUNCTION WHILE THE SET IS STANDING BY SHALL BE F. GOVERNOR: ADJUSTABLE ISOCHRONOUS. WITH SPEED SENSING. 1. FIELD PROGRAMMABLE TIME DELAY FOR ENGINE START. ADJUSTMENT RANGE, 0-5 FOR ENGINE-GENERATOR SETS. CHECKED PRIOR TO CRANKING THE ENGINE. THESE SHALL INCLUDE: BLOCK G. COOLING SYSTEM: CLOSED LOOP, LIQUID COOLED. WITH RADIATOR FACTORY MOUNTED ON MINUTES IN 1 SECOND INCREMENTS. t 1.03DEFINMONS HEATERS, BATTERY CHARGER. GENERATOR STRIP HEATERS, REMOTE ANNUNCIATOR. ENGINE-GENERATOR-SET MOUNTING FRAME AND INTEGRAL ENGINE-DRIVEN COOLANT 2. FIELD PROGRAMMABLE TIME DELAY ENGINE COOLDOWN. ADJUSTMENT RANGE, 0-10 A OPERATIONAL BANDWIDTH: THE TOTAL VARIATION FROM THE LOWEST TO HIGHEST VALUE ETC. PUMP. MINUTES IN 1 SECOND INCREMENTS. OF A PARAMETER OVER THE RANGE OF CONDITIONS INDICATED. EXPRESSED AS A 4. START-UP UNDER TEST MODE TO CHECK FOR EXHAUST LEAKS, PATH OF EXHAUST 1. COOLANT: SOLUTION OF 50 PERCENT ETHYLENE-GLYCOL-BASED ANTIFREEZE AND 50 3. R SHALL BE POSSIBLE TO START THE GENERATOR AND RUN R AT AN IDLE SPEED ` PERCENTAGE OF THE NOMINAL VALUE OF THE PARAMETER. GASES OUTSIDE THE BUILDING. COOLING AIR FLOW. MOVEMENT DURING STARTING AND PERCENT WATER, WITH ANTICORROSION ADDITIVES AS RECOMME4DED BY ENGINE DURING WARM-UP. THE IDLE TIME MUST BE USER ADJUSTABLE ENGINE COOL : 1.04SUBMITTALS STOPPING, VIBRATION DURING RUNNING, NORMAL AND EMERGENCY UNE-TO-UNE MANUFACTURER. DOWN AT IDLE MUST ALSO BE AVAILABLE. REQUIRED FOR ECM EQUIPPED ENGINES A PRODUCT DATA: FOR EACH TYPE OF PACKAGED ENGINE GENERATOR INDICATED. VOLTAGE AND FREQUENCY, AND PHASE ROTATION. 2. SIZE OF RADIATOR: ADEQUATE TO CONTAIN EXPANSION OF TOTAL SYSTEM COOLANT ONLY. INCLUDE RATED CAPACITIES, OPERATING CHARACTERISTICS, AND FURNISHED SPECIALTIES 5. AUTOMATIC START-UP BY MEANS OF SIMULATED POWER OUTAGE TO TEST FROM COLD START TO 110 PERCENT LOAD CONDITION. 4. REAL TIME CLOCK AND CAL.END AR FOR TIME STAMPING OF EVENTS. I AND ACCESSORIES. IN ADDITION, INCLUDE THE FOLLOWING: REMOTE-AUTOMATIC STARTING. TRANSFER OF THE LOAD, AND AUTOMATIC SHUTDOWN. 3. EXPANSION TANK: CONSTRUCTED OF WELDED STEEL. PLATE AND RATED TO 5. OUTPUT WITH ADJUSTABLE TIMER FOR AN ETHER INJECTION STARTING SYSTEM. 01 1. THERMAL DAMAGE CURVE FOR GENERATOR. PRIOR TO THIS TEST, ALL TRANSFER SWITCH TIMERS SHALL BE ADJUSTED FOR WITHSTAND MAXIMUM CLOSED-LOOP COOLANT SYSTEM PRESSURE FOR ENGINE USED. ADJUSTMENT RANGE. 0-10 SECONDS. 2. TIME-CURRENT CHARACTERISTIC CURVES FOR GENERATOR PROTECTIVE DEVICE PROPER SYSTEM COORDINATION. ENGINE COOLANT TEMPERATURE, OIL PRESSURE. EQUIP WITH GAGE GLASS AND PETCOCK. 6. OUTPUT FOR SHEDDING OF LOADS IF THE GENERATOR REACHES A USER B. THE SUBMITTAL SHALL INCLUDE PROTOTYPE TEST CERTIFICATION AND SPECIFICATION AND BATTERY CHARGE LEVEL ALONG WITH GENERATOR VOLTAGE. AMPERES, AND 4. TEMPERATURE CONTROL: SELF-CONTAINED, THERMOSTATIC-CONTROL VALVE PROGRAMMABLE PERCENTAGE OF ITS KW RATING. LOAD SHED MUST ALSO BE �: i SHEETS SHOWING ALL STANDARD AND OPTIONAL ACCESSORIES TO BE SUPPLIED. FREQUENCY SHALL BE MONITORED THROUGHOUT THE TEST. AN EXTERNAL. LOAD MODULATES COOLANT F1.DYV AUTOMATICALLY TO MAINTAIN OPTIMUM CONSTANT ENABLED IF THE GENERATOR OUTPUT FREQUENCY FALLS BELOW 59 HZ (60 HZ 7 SCHEMATIC WIRING DIAGRAMS, DIMENSION DRAWINGS, AND INTERCONNECTION DIAGRAMS BANK SHALL BE CONNECTED TO THE SYSTEM IF SUFFICIENT BUILDING LOAD IS COOLANT TEMPERATURE AS RECOMMENDED BY ENGINE MANUFA:TURER. P IDENTIFYING BY TERMINAL NUMBER, EACH REQUIRED INTERCONNECTION BETWEEN THE UNAVAILABLE TO LOAD THE GENERATOR TO THE NAMEPLATE KW RATING. 5. COOLANT HOSE: FLEXIBLE ASSEMBLY WITH INSIDE SURFACE OF NONPOROUS RUBBER PROGRAMMABLE OR 49 HZ (50 HZ SYSTEM). ;Z 7. PROGRAMMABLE CYCLIC CRANKING THAT ALLOWS UP TO SIX CRANK CYCLES AND UP AND OUTER COVERING OF AGING-, ULTRAVIOLET-, AND ABRASgN-RESISTANT FABRIC. GENERATOR SET, THE TRANSFER SWITCH, AND THE REMOTE ANNUNCIATOR PANEL IF R IS 1.07PROJECT CONDITIONS TO 45 SECONDS OF CRANK 11ME PER CRANK CYCLE :. INCLUDED ELSEWHERE IN THESE SPECIFICATIONS. A INTERRUPTION OF ELECTRICAL SERVICE: DO NOT INTERRUPT ELECTRICAL SERVICE TO a. RATING: 50-PSIG (345-KPA) MAXIMUM WORKING PRESSURE WITH COOLANT AT 8. THE CAPABILITY TO REDUCE CONTROLLER CURRENT BATTERY DRAW, FOR : ,....,; , � :. - .._ . .... :: ..: :.. ...:.�.::....,, ,�. .,,; .. ..:.., :. .. C. SHOP DRAWINGS: DETAIL EQUIPMENT ASSEMBLIES AND INDICATE DIMENSIONS. WEIGHTS, FACILITIES OCCUPIED BY OWNER OR OTHERS UNLESS PERMITTED UNDER THE FOLLOWING 180 DEG F (82 DEG C). AND NONCOLLAPSIBLE UNDER VACUUM. APPLICATIONS WHERE NO CONTINUOUS BATTERY CHARGING IS AVAILABLE. MUST BE LOADS. REQUIRED CLEARANCES. METHOD OF FIELD ASSEMBLY, COMPONENTS, AND CONDITIONS AND THEN ONLY AFTER ARRANGING TO PROVIDE TEMPORARY ELECTRICAL b. END FITTINGS: FLANGES OR STEEL PIPE NIPPLES WITH CLAMPS TO SUR PIPING PROVIDED. THE CONTROLLER VACUUM FLUORESCENT INSPLAY SHOULD : ISSUE: LOCATION AND SIZE OF EACH FIELD CONNECTION. SERVICE ACCORDING TO REQUIREMENTS INDICATED: AND EQUIPMENT CONNECTIONS. AUTOMATICALLY BE TURNED OFF AFTER 5 MINUTE'S OF NO CONTROLLER ACTIVITY, H. MUFFLER SILENCER: CRITICAL TYPE. SIZED AS RECOMMENDED BY ENGINE MANUFACTURER 9. THE CONTROLLER FIRMWARE MUST PROVIDE ALTERNATOR PROTECTION FOR OVERLOAD 3• 1. DIMO�SIONED CURIAE PIAN AND ELEVATION DRAWINGS OF ENGINE-GENERATOR SET 1. NOTIFY ENGINEER NO FEWER THAN TWO WEEKS IN ADVANCE OF PROPOSED / DESCRIPTION DATE BY AND OTHER COMPONENTS SPECIFIED. INTERRUPTION OF ELECTRICAL SERVICE. AND SELECTED WITH EXHAUST PIPING SYSTEM TO NOT EXCEED ENGINE MANUFACTURER'S AND SHORT CIRCUIT MATCHED TO EACH INDIVIDUAL ALTERNATOR AND DUIY CYCLE. 2. DESIGN CALCULATIONS: SIGNED AND SEALED BY A QUAUFIED PROFESSIONAL 2. DO NOT PROCEED WITH INTERRUPTION OF ELECTRICAL. SERVICE WITHOUT ENGINEER'S ENGINE BACKPRESSURE REQUIREMENTS. 10. A f 0.25% DIGITAL VOLTAGE REGULATOR MUST BE INCORPORATED INTO THE ISSUED TO DOH 05.03.17 CP P. ENGINEER. CALCULATE REQUIREMENTS FOR SELECTING VIBRATION ISOLATORS AND WRITTEN PERMISSION. 1. MINIMUM SOUND ATTENUATION OF 25 DB AT 500 HZ. CONTROLLER SOFTWARE. NO SEPARATE VOLTAGE REGULATOR IS ACCEPTABLE THE SEISMIC RESTRAINTS AND FOR DESIGNING VIBRATION ISOLATION BASES. B. ENVIRONMENTAL CONDITIONS: ENGINE-GENERATOR SYSTEM SHAT WITHSTAND THE 2. SOUND LEVEL. MEASURED AT A DISTANCE OF 10 FEET (3 M) FROM EXHAUST DIGITAL VOLTAGE REGULATOR MUST BE APPLICABLE ON SINGLE OR THREE PHASE ISSUED FOR CONSTRUCTION 05.05.17 CP 3. VIBRAATION ISOLATION BASE DETAILS: SIGNED AND SEALED BY A QUALIFIED FOLLOWING ENVIRONMENTAL CONDITIONS WITHOUT MECHANICAL OR ELECTRICAL DAMAGE OR DISCHARGE AFTER INSTALLATION IS COMPLETE SHALL BE 85 DBA OR LESS. SYSTEMS. ISSUED FOR ADDENDUM 1 05.19.17 CP PROFESSIONAL ENGINEER. DETAIL FABRICATION. INCLUDING ANCHORAGES AND DEGRADATION OF PERFORMANCE CAPABILITY: I. AIR-INTAKE FILTER: STANDARD-DUTY, ENGINE-MOUNTED AIR CLE MER WITH REPLACEABLE 11. R MUST BE POSSIBLE TO EXERCISE THE GENERATOR BY PROGRAMMING A RUNNING ATTACHMENTS TO STRUCTURE AND TO SUPPORTED EQUIPMENT. INCLUDE BASE 1. AMBIENT TEMPERATURE: MINUS 15 TO PWS 40 DEG C. TIME INTO THE CONTROLLER. THIS FEATURE MUST ALSO BE ENABLED THROUGH THEi. DRY-FILTER ELEMENT AND TIME FILTER INDICATOR. PLUMBING UPDATES 06.13.17 CP ' WEIGHTS. 2. RELATIVE HUMIDITY: 0 TO 95 PERCENT. PC SOFTWARE. 4. WIRING DIAGRAMS: POWER. SIGNAL, AND CONTROL WIRING. 3. ALTITUDE: SEA LEVEL TO 1000 FEET. J. STARTING SYSTEM: 12 V ELECTRIC. WITH NEGATIVE GROUND. E. AUTOMATIC STARTING SYSTEM SEQUENCE OF OPERATION: WHEN MODE-SELECTOR SWITCH 1. COMPONENTS: SIZED SO THEY WILL NOT BE DAMAGED DURING A FULL REVISED PER DOH COMMENTS 07.11.17 CP D. MANUFAACIURER SEISMIC QUALIFICATION CERTIFICATION: SUBMIT CERTIFICATION THAT 1.08000RDINATION ON THE CONTROL AND MONITORING PANEL IS IN THE AUTOMATIC POSITION, ENGINE-CRANKING CYCLE WITH AMBIENT TEMPERATURE AT MAJXMUM SPECIFIED INI. ENGINE-GENERATOR SET, BATTERIES, BATTERY RACKS, ACCESSORIES, AND COMPONENTS A COORDINATE SIZE AND LOCATION OF CONCRETE t31ASE FOR PACKAGE ENGINE GENERATOR. REMOTE-CONTROL CONTACTS IN ONE OR MORE SEPARATE AUTOMATIC TRANSFER ISSUED FOR DOB APPROVAL 03.23.18 CP PART 1 "PROJECT CONDITIONS ARTICLE WILL WITHSTAND SEISMIC FORCES DEFINED IN SECTION 16030 "MBRATION ISOLATION AND CAST ANCHOR-BOLT INSERTS INTO BASE COORDINATE CONCRETE. REINFORCEMENT, AND SWITCHES INITIATE STARTING AND STOPPING OF GENERATOR SET. WHEN MODE-SELECTORL. 2. CRANKING MOTOR: HEAVY-DUTY UNIT THAT AUTOMATICALLY ENGAGES AND RELEASES SEISMIC RESTRAINTS.' INCLUDE THE FOLLOWING: FORMVIORK REQUIREMENTS WITH ARCHITECT PRIOR TO INSTALLATION. FROM ENGINE FLYWHEEL WITHOUT BINDING. SWITCH IS SWITCHED TO THE ON POSITION. GENERATOR SET STARTS. THE OFF POSITION i. 1. BASIS FOR CERTIFICATION: INDICATE WHETHER WITHSTAND CERTIFICATION IS BASED 1.09WARRANTY OF SAME SWITCH INITIATES GENERATDR-SET SHUTDOWN. WHEN GENERATOR SET IS 3. CRANKING CYCLE: AS REQUIRED BY NFPA 110 FOR SYSTEM LEVEL SPECIFIED. ON ACTUAL TEST OF ASSEMBLED COMPONENTS OR ON CALCULATION. A SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER RUNNING, SPECIFIED SYSTEM OR EQUIPMENT FAILURES OR DERANGEMENTS AUTOMATICALLY 4. BATTERY: ADEQUATE CAPACITY WITHIN AMBIENT TEMPERATURE RANGE SPECIFIED IN .. a. RETAIN ONE OF FIRST TWO SUBPARAGRAPHS BELOW TO DEFINE THE TERM AGREES TO REPAIR OR REPLACE COMPONENTS OF PACKAGED ENGINE GENERATORS AND SHUT DOWN GENERATOR SET AND INITIATE ALARMS. OPERATION OF A REMOTE 'WrrHSTAND' AS R APPLIES TO THIS PROJECT. DEFINITION VARIES WITH TYPE PART 1 'PROJECT CONDITIONS ARTICLE TO PROVIDE SPECIFIED CRANKING CYCLE AT ASSOCIATED AUXILIARY COMPONENTS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN EMERGENCY-STOP SWITCH ALSO SHUTS DOWN GENERATOR SET. i. OF BUILDING AND OCCUPANCY AND IS CRITICAL TO VAUD CERTIFICATION. SPECIFIED WARRANTY PERIOD. LEAST TWICE WITHOUT RECHARGING. F. CONFIGURATION: OPERATING AND SAFETY INDICATIONS, PROTECTIVE DEVICES, BASIC �• 1. A FIVE YEAR BASIC EXTENDED WARRANTY FOR THE GENERATOR SET SHALL BE 5. BATTERY CABLE: SIZE AS RECOMMENDED BY ENGINE MANUFACTURER FOR CABLE SYSTEM CONTROLS. AND ENGINE GAGES SHALL BE GROUPED IN A COMMON CONTROL SECOND DEFINITION IS USED FOR ESSENTIAL FACILITIES WHERE EQUIPMENT MUST LENGTH INDICATED. INCLUDE REQUIRED INTERCONNECTING CONDUCTORS AND OPERATE IMMEDIATELY AFTER AN EARTHQUAKE. INCLUDED TO GUARANTEE AGAINST DEFECTIVE MATERIAL AND WORKMANSHIP IN AND MONITORING PANEL MOUNTED ON THE GENERATOR SET. MOUNTING METHOD SHALL ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED WARRANTY FROM DATE OF CONNECTION ACCESSORIES. ISOLATE THE CONTROL PANEL FROM GENERATOR-SET VIBRATION. b. THE TERM 'WITHSTAND' MEANS `THE UNIT WILL REMAIN IN PLACE WITHOUT 6. BATTERY COMPARTMENT: FACTORY FABRICATED OF METAL WITH ACID-RESISTANT G. GENERATOR SYSTEM MONITORING REQUIREMENTS: ... SEPARATION OF ANY PART'S FROM THE DEVICE WHEN SUBJECTED TO THE SEISMIC START-UP. OPTiONAI. WARRANTIES SENILE BE AVAILABLE UPON REQUEST. FINISH MLD THERMAL INSULATION. THERMOSTATICALLY CONTROLLED HEATER SHALL 1, ALL MONITORED FUNCTIONS MUST BE VIEWABLE ON THE DIGITAL DISPLAY. FORCES SPECIFIED." 2. THE GENERATOR SET MANUFACTURER AND ITS DISTRIBUTOR SHALL MAINTAIN A BE ARRANGED TO MAINTAIN BATTERY ABOVE 10 DEG C REGARDLESS OF EXTERNAL 2, THE FOLLOWING GENEF?ATOR FUNCTIONS MUST BE MONITORED: 24-HOUR PARTS AND SERVICE ORGANIZATION. THIS ORGANIZATION SHALL BE a, ALL OUTPUT VOLTAGES - SINGLE PHASE, THREE PHASE, UNE TO UNE, AND UNE a THE TERM "WITHSTAND" MEANS "THE UNIT WILL REMAIN IN PLACE WITHOUT AMBIENT TEMPERATURE WITHIN RANGE SPECIFIED IN PART 1 "PROJECT CONDITIONS" REGULARLY ENGAGED IN A MAINTENANCE CONTRACT PROGRAM TO PERFORM TO NE"UTRA, 0.25X ACCURACY. SEPARATION OF ANY PARTS FROM THE DEVICE WHEN SUBJECTED TO THE SEISMIC ARTICLE INCLUDE ACCESSORIES REQUIRED TO SUPPORT AND FASTEN BATTERIES IN :. PREVENTIVE MAINTENANCE AND SERVICE ON EQUIPMENT SIMILAR TO THAT SPECIFIED. b. ALL SINGLE PHASE AND THREE PHASE CURRENTS, 0.25X ACCURACY. FORCES SPECIFIED AND THE UNIT WILL BE FULLY OPERATIONAL AFTER THE PLACE A SERVICE AGREEMENT SHALL BE AVAILABLE AND SHALL INCLUDE SYSTEM OPERATION c. OUTPUT FREQUENCY, 0.25X ACCURACY. SEISMIC EVENT." 7, BATTERY-CHARGING ALTERNATOR: FACTORY MOUNTED ON ENGINE WITH SOLID-STATE UNDER SIMULATED OPERATING CONDITIONS ADJUSTMENT TO THE GENERATOR 2. DIMENSIONED OUTLINE DRAWINGS OF EQUIPMENT INR: IDENTIFY CENTER OF GRAVITY VOLTAGE REGULATION AND 35-A MINIMUM CONTINUOUS RATING TRANSFER SWITCH. AND SWITCHGEAR CONTROLS AS REQUIRED. AND CERTIFICATION IN d. POWER FACTOR BY PHASE WITH LEADING/LAGGING INDICATION. AND LOCATE AND DESCRIBE MOUNTING AND ANCHORAGE PROVISIONS. B. BATTERY CHARGER: CURRENT-UMITMNG, AUTOMATIC-EQUAUZING AND e. TOTAL INSTANTANEOUS KILOWATT LOADING AND KILOWATTS PER PHASE. 0.5% THE OWNERS MAINTENANCE LOG OF REPAIRS MADE AND PROPER FUNCTIONING OF 3. DETAILED DESCRIPTION OF EQUIPMENT ANCHORAGE DEVICES ON WHICH THE ALL SYSTEMS. FLOAT-CHARGING TYPE. UNIT SHALL COMPLY WITH UL 1236 AND INCLUDE THE ACCURACY. CERTIFICATION IS t?IASED AND THl7R INSTALLATION REQUIREMENTS. FOLLOWING FEATURES: f. KVARS TOTAL AND PER PHIASE. 0.5X ACCURACY. 1.1OMAINTENANCE SERVICE g. KVA TOTAL AND PER PHASE, 0.5% ACCURACY. E QUALIFICATION DATA: FOR INSTALLER AND MANUFACTURER. a. OPERATION: EQUALIZING-CHARGING IRATE OF 10 A SHALL BE INITIATED A INITIAL MAINTENANCE SERVICE: BEGINNING AT SUBSTANTIA. COMPLETION PROVIDE 12 h. F. SOURCE QUALITY-CONTROL TEST REPORTS. AUTOMATICALLY AFTER BATTERY HAS LOST CHARGE UNTIL AN ADJUSTABLE h. KW HOURS. 1. CERTIFIED SUMMARY OF PROTOTYPE-UNIT TEST REPORT. MONTHS' FULL MAINTENANCE BY SKILLED EMPLOYEES OF MANUFACTURER'S DESIGNATED EQUALIZING VOLTAGE IS ACHIEVED AT BATTERY TERMINALS. UNIT SHALL THEN BE i. DISPLAY OF PERCENT GENERATOR DUTY LEVEL - ACTUAL KW LOADING DIVIDED I 2. CERTIFIED TEST REPORTS: FOR COMPONENTS AND ACCESSORIES THAT ARE SERVICE ORGANIZATION. INCLUDE QUARTERLY EXERCISING TO CHECK FOR PROPER AUTOMATICALLY SWITCHED TO A LOWER FLOAT-CHARGING MODE AND SHALL BY THE KW RATING. EQUIVALENT, BUT NOT IDENTICAL.. TO THOSE TESTED ON PROTOTYPE UNIT. STARTING. LOAD TRANSFER, AND RUNNING UNDER LOAD. INCLUDE ROUTINE PREVENTIVE CONTINUE TO OPERATE IN THAT MODE UNTIL BATTERY IS DISCHARGED AGAIN. MAINTENANCE AS RECOMMENDED BY MANUFACTURER AND ADJUSTING AS REQUIRED FOR 3. ENGINE PARAMETERS LISTED BELOW SHALL. BE MONITORED: *(REQUIRED FOR ECM � 3. CERTIFIED SUMMARY OF PERFORMANCE TESTS: CERTIFY COMPLIANCE WITH SPECIFIED b. AUTOMATIC TEMPERATURE COMPENSATION: ADJUST FLOAT AND EQUALIZE 1. REQUIREMENT TO MEET PERFORMANCE CRITERIA FOR SENSITIVE LOADS. PROPER OPERATION. PROVIDE PARTS AND SUPPLIES SAME AS THOSE USED IN THE VOLTAGES FOR VARIATIONS IN AMBIENT TEMPERATURE FROM MINUS 40 DEG C TO EQUIPPED ENGINES ONLY). V. i. MANUFACTURE AND INSTALLATION OF ORIGINAL EQUIPMENT. a. COOLANT TEMPERATURE BOTH IN ENGLISH AND METRIC UNITS 1. 4. REPORT OF FACTORY TEST ON UNITS TO BE SHIPPED FOR THIS PROJECT, SHOWING PLUS 60 DEG C TO PREVENT OVERCHARGING AT HIGH TENPERATURES AND ; EVIDENCE OF COMPLIANCE WITH SPECIFIED REQUIREMENTS. 1.11laXTRA MATERIALS UNDERCHARGING AT LOW TEMPERANRES. b. OIL PRESSURE IN ENGLISH AND METRIC UNITS 5. REPORT OF SOUND GENERATION. A FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED AND c. AUTOMATIC VOLTAGE REGULATION: MAINTAIN CONSTANT OUTPUT VOLTAGE c. BATTERY VOLTAGE THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH d• RIS DO NOT SCALE PLANS ' 6. REPORT OF EXHAUST EMISSIONS SHOWING COMPLIANCE WITH APPLICABLE REGARDLESS OF INPUT VOLTAGE VARIATIONS UP TO PLUS OR MINUS 10 I REGULATIONS. LABELS DESCRIBING CONTENTS. PERCENT. e. LUBE OIL TEMPERATURE• :' I.. ' 7. CERTIFIED TORSIONAL VIBRATION COMPATIBILITY: COMPLY WITH NEPA 110. 1. FUSES: ONE FOR EVERY 10 OF EACH TYPE AND RATING, BUT NO FEWER THAN ONE d. AMMETER AND VOLTMETER: 171 LASH MOUNTED IN DOOR. METERS SHAD. INDICATE f. LUBE OIL LEVEL* CRANKCASE PRESSURE+ =:=>fi.:. .:: .. : .,,,.....: _::. . :.., .:. ��. .�><.:. .. a � G. FIELD QUALITY-CONTROL TEST REPORTS. OF EACH. CHARGING RATES, _ g. ARCHITECT OF RECORD H. OPERATION AND MAINTENANCE DATA: FOR PACKAGED ENGINE GENERATORS TO INCLUDE 2. INDICATOR LAMPS: TWO FOR EVERY SIX OF EACH TYPE USED. BUT NO FEWER THAN e. SAFETY FUNCTIONS: SENSE ABNORMALLY LOW BATTERY VOLTAGE AND CLOSE h. COOLANT LEVEL+ IN EMERGENCY, OPERATION, AND MAINTENANCE MANUALS. IN ADDITION TO ITEMS TWO OF EACH. CONTACTS PROVIDING LOW BATTERY VOLTAGE INDICATION ON CONTROL AND i. COOLANT PRESSURE* SPECIFIED IN DMSION 1 SECTION "OPERATION AND MAINTENANCE IATA," INCLUDE THE 3. FILTERS: ONE SET EACH OF LUBRICATING OIL. FUEL. AND COMBUSTION-AIR FILTERS. MONITORING PANEL SENSE HIGH BATTERY VOLTAGE AND LOSS OF AC INPUT OR j- FUEL PRESSURE* Terjesen Associates, Architects PART 2 -PRODUCTS DC OUTPUT OF BATTERY CHARGER. EITHER CONDITION SHALL CLOSE CONTACTS k. FUEL TEMPERATURE* FOLLOWING: 2.01MANUFACTURERS I. FUEL RATE* 248 West 35th Street 11th Floor New York, NY 10001 1. UST OF TOOLS AND REPLACEMENT ITEMS RECOMMENDED TO BE STORED AT PROJECT A MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THAT PROVIDE A BATIIIRY-CHARGER MALFUNCTION INDICATION AT SYSTEM m. FUEL USED DURING THE LAST RUN• FOR READY ACCESS. INCLUDE PART AND DRAWING NUMBERS, CURRENT UNIT CONTROL AND MONITORING PANEL 212.239.1526 Fax: 212.736.7899 PRICES, AND SOURCE OF SUPPLY. ONE OF THE FOLLOWING: f. ENCLOSURE AND MOUNTING: NEMA 250, TYPE 1, WALL-MOUNTED CABINET. n• AMBIENT TEMPERATURE* I. WAFRRANTIf': SPECIAL WARRANTY SPECIFIED IN THIS SECTION. 1, GENERIC OR APPROVED EQUAL 4. OPERATIONAL. RECORDS SINCE SYSTEM START UP MUST BE STORED IN THE v' E-mail: info@terjesenarchitects.com 1 A5C;LIALITY ASSURANCE 2.02ENGINE-GENERATOR SET 2.04ALTERNATOR CONTROLLER. :-. , A THE GENERATOR SET SHALL BE A GENE7RAC SG175. R SHALL PROVIDE 175 kW/219WA A THE ALTERNATOR SHALL SUPPORT 210 SKVA WITH A MAXIMUM VOLTAGE DIP OF 15X. a. RUN TIME HOURS 7,.,. . ., :,:.... .::,��::....:;�,�:::. ..:��t: ,. ........,.��:.......,�,�_,.......M�, ��<,.v<.::<Y�,��:.::.rA��,.._, :, A INSTALLER QUALIFICATIONS: MANUFACTURER'S AUTHORIZED REPRESENTATIVE WHO IS WHEN OPERATING AT 120/208 VOLTS, THREE PHASE. 0.8 POWER FACTOR. THE B. THE ALTERNATOR SHALL BE SALIENT-POLE. BRUSHLESS, 1Z-LEAD RECONNEGTABLE, b. RUN TIME LOADED MECHANICAL ENGINEER TRAINED AND APPROVED FOR INSTALLATION OF UNITS REQUIRED FOR THIS PROJECT. _ c. RUN TIME UNLOADED �i�y ONDITIONROFEI 0HFE(43 3'CABE W 6560OF TMFEETIS �ABOVE SWHILE EALOPERATING IN AN AMBIENT SELFAND SKEWED STATOR FOR SMOOTH CONSTRUCTION VOLTAGE WAVIPORM. THRE INSULATION SHALL WINDINGS MEET1. MAIITDMCE PROXIMITY- NOT MORE THAN FOUR HOURS NORMAL TRAVEL TIME d. NUMBER OF STARTS " FROM INSTALIJ:R S PLACE OF BUSINESS TO PROJECT SITE, a. FACTORY TEST NATE `' �`'" �� B. FACTORY-ASSEMBLED AND TESTED, ENGINE-GENERATOR SET. THE NEMA STANDARD (MG1-33.40) FOR CLASS H AND BE INSULATED WITH EPDXY . 2. ENG114EERING RESPONSIBILITY: PREPARATION OF DATA FOR VIBRATION ISOLATORS AND f. LAST RUN DATA INCLUDING DATE, DURATION, AND WHETHER LOADED OR 110 William Street 32nd Floor New York, NY 10038 : C. MOUNTING FRAME: MAINTAIN ALIGNMENT OF MOUNTED COMPONENTS WITHOUT DEPENDING VARNISH TO BE FUNGUS RESISTANT PER MIL 1-24092. TEMPERATURE RISE OF THE SEISMIC RESTRAINTS OF ENGINE SKID MOUNTS, INCLUDING SHOP DRAWINGS, BASED ON CONCRETE FOUNDATION; AND HAVE LIFTING ATTACHMENTS. ROTOR AND STATOR SHALL BE LIMITED TO 130'C. THE EXCITATION SYSTEM SHALL BE OF UNLOADED i. 212.257.6190 Fax: 212.994,8091 ON TASTING AND ENGINEERING ANALYSIS OF MANUFACTURER'S STANDARD UNITS IN g. KW HOURS GINE-GENERATOR AND D. VIBRATION ISOLATORS SHALL BE PROVIDED BETWEEN THEEN BRUSHLESS CONSTRUCTION CONTROLLED BY A DIGITAL VOLTAGE REGULATOR CAPABLE OF ,; ASSEMBLIES SIMILAR TO THOSE INDICATED FOR THIS PROJECT. HEAVY-DUTY STEEL BASE. MAINTAINING VOLTAGE WITHIN +/- .25% AT ANY CONSTANT LOAD FROM OX TO 100% OF 5. THE FOLLOWING OPERATIONAL RECORDS MUST Also BE AVAILABLE IN A RESETABLE www.EPENGINEERING.com B. MMNUFACIR)RER QUALIFICATIONS: A QUALIFIED MANUFACTURER. MAINTAIN, WITHIN 200 FORM FOR MAINTENANCE PURPOSES: 1. RIGGING DIAGRAM: INSCRIBED ON METAL PLATE PERMANENTLY ATTACHED TO RATING. THE REGULATOR MUST BE ISOLATED TO PREVENT TRACKING WHEN CONNECTED _..._....._................................... ...w. ..:........ ........... .........._..........._.... . MILES OF PROJECT SIZE, A SERVICE CENTER CAPABLE OF PROVIDING TRAINING, PARTS, TO SCR LOADS, AND PROVIDE INDIVIDUAL ADJUSTMENTS FOR VOLTAGE RANGE, STABILITY a. RUN TIME HOURS MOUNTING FRAME TO INDICATE LOCATION AND LIFTING CAPACITY OF EAACH LIFTING ` STRUCTURAL ENGINEER i. AND EMERGENCY MAINTENANCE REPAIRS. b. RUN TIME LOADED :' ATTACHMENT AND GENERATOR-SET CENTER OF GRAVITY. AND VOLTS-PER-HERTZ OPERATIONS; AND BE PROTECTED FROM T•IE ENVIRONMENT BY Y s E n I n e e rl n Firm C. SOURCE (LIMITATIONS: OBTAIN PACKAGED GENERATOR SETS AND AUXILIARY COMPONENTS c. RUN TIME UNLOADED THROUGH ONE SOURCE FROM A SINGLE MANUFACTURER. E. CAPACITIES AND CHARACTERISTICS: CONFORMAL COATING. d. KILOWATT HOURS Engineering 1. POWER OUTPUT RATINGS: NOMINAL RATINGS AS INDICATED. C. THE GENERATOR SET SHALL MEET THE TRANSIENT PERFORMANCE FEQUIREMENTS OF ISO D. ELECTRICAL COMPONENTS, DEVICES. AND ACCESSORIES: LISTED AND LABELED AS e. DAYS OF OPERATION Address 2. OUTPUT CONNECTIONS: THREE-PHASE, FOUR WIRE. 8528-5. LEVEL G-3. DEFINED IN NFPA 7D. ARTICLE 100, BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES f. NUMBER OF STARTS Phone Fax: HAYING JURISDICTION, AND MARKED FOR INTEND® USE 3. NAMEPLATES: FOR EACH MAJOR SYSTEM COMPONENT TO IDENTIFY MANUFACTURERS D. THE ALTERNATOR EXCITATION SHALL BE OF A PERMANENT MAGNET EXCITER DESIGN. g DATE AFTER RESET NAME AND ADDRESS AND MODEL AND SERIAL NUMBER OF COMPONENT. E. THE GENERATOR SHALL BE INHERENTLY CAPABLE OF SUSTAINING AT LEAST 25OX OF E COMPLY WITH CSA 072.2, NO. 14 - M91 INDUSTRIAL CONTROL EQUIPMENT. 6. THE CONTROLLER MUST STORE THE LAST ONE HUNDRED GENERATOR SYSTEM EVENTS E-mail: F. GENERATOR-SET PERFORMANCE FOR SENSITIVE LOADS: RATED CURRENT FOR AT LEAST 10 SECONDS UNDER A 3-PHASE SYMMETRICAL SHORT F. COMPLY WITH EN50082-2. ELECTROMAGNETIC COMPATIBILITY - GENERIC IMMUNITY WITH DATE AND TIME OF THE EVENT. W. 1. t7VERSIZING GENERATOR COMPARED WITH THE RATED POWER OUTPUT OF THE ENGINE CIRCUIT WITHOUT THE ADDITION OF SEPARATE CURRENT SUPPORT DEVICES. : ..' ':' A,:;:.: .:. ::.. .: <::::...::::. :.::.--:; flx,...: REQUIREMENTS. PART 2: INDUSTRIAL 7. FOR MAINTENANCE AND SERVICE PURPOSES THE FOLLOWING INFORMATION MUST BE ': PROJECT G. COMPLY WITH EN55011, LIMITS AND METHODS OF MEASUREMENT OF RADIO INTERFERENCE S PERMISSIBLE TO MEET SPECIFIED PERFORMANCE F. THE GENERATOR, HAVING A SINGLE MAINTENANCE-FREE BEARING, SHALL BE DIRECTLY STORED IN THE CONTROL AND DISPLAYED ON DEMAND. CHARACTERISTICS OF INDUSTRIA. SCIENTIFIC AND MEDICAL EQUIPMENT. a. NAMEPLATE DATA FOR OVERSIZED GENERATOR: SHOW RATINGS REQUIRED BY CONNECTED TO THE FLYWHEEL HOUSING WITH A SEMI-FLEXIBLE COUPLING BETWEEN THE a. MANUFACTURER'S MODEL AND SERIAL NUMBER THE CONTRACT DOCUMENTS RATHER TIiIW RATINGS THAT WOULD NORMALLY BE ROTOR AND THE FLYWHEEL S O U T H O L D A S C H. COMPLY WITH IEC8528 PART 4. CONTROL SYSTEMS FOR GENERATOR SETS. b. BATTERY VOLTAGE I. COMPLY WITH IEC STD 801.2, 801.3. AND 801.5 FOR SUSCEPTIBILITY. CONDUCTED. AND APPLIED TO GENERATOR SIZE INSTALLED. 2.05FUEL OIL STORAGE c. GENERATOR SET KILOWATT RATING 2. STEADY-STATE VOLTAGE OPERATIONAL BANDWIDTH: 1 PERCENT OF RATED OUTPUT A COMPLY WITH NFPA 30. RADIATED ELECTROMAGNETIC EMISSIONS. d. RATED CURRENT VOLTAGE FROM NO LOAD TO FULL LOAD. B. DAY TANK: COMPLY WITH UL 142, FREESTANDING. FACTORY-FABRICATED FUEL TANK 7O0 BOISSEAU AVENUE 11 J. COMPLY WITH IEEE446 - RECOMMENDED PRACTICE FOR EMERGENCY AND STANDBY e. SYSTEM VOLTAGE 3. TRANSIENT VOLTAGE PERFORMANCE: NOT MORE THAN 10 PERCENT VARIATION FOR ASSEMBLY WITH INTEGRAL, FLOAT-CONTROLLED TRANSFER PUMP AND THE FOLLOWING POWER SYSTEMS FOR COMMERCIAL AND INDUSTRIA,. APPLICATIONS. f. SYSTEM FREQUENCY S O U T H O L D NY 50 PERCENT STEP-LOAD INCREASE OR DECREASE VOLTAGE SHALL RECOVER AND FEATURES: K. COMPLY IiVCM MIL STD 461 D -1993. MILITARY STANDARD. ELECTROMAGNETIC REMAIN WITHIN THE STEADY-STATE OPERATING BAND WITHIN 0.5 SECOND. 1. CONTAINMENT: INTEGRAL RUPTURE BASIN WITH A CAPACITY OF 200 PERCENT OF 9• NUMBER OF PHASES I C CHARACTERISTICS. H. THE CONTROL MUST BE CAPABLE INTERFER]d E CHIA?ACTER CS OF DETECTING THE FOLLOWING CONDITIONS, INDICATE IF 4. STEADY-STATE FREQUENCY OPERATIONAL BANDWIDTH: PWS OR MINUS 0.25 NOMINAL CAPACITY OF DAY TANK. r L COMPLY WITH MIL STD 462D - 1993. MILITARY STANDARD, MEASUREMENT OF THE CONDITION WILL SHUTDOWN THE GENERATOR OR PROVIDE A WARNING, AND ......., PERCENT OF RATED FREQUENCY FROM NO LOAD TO FULL LOAD. a. LEAK DETECTOR: LOCATE IN RUPTURE BASIN AND CONNECT TO PROVIDE 1•:� r.,: r �m. � - : • ," . ELECTROMAGNETIC INTERFERENCE CHARACTERISTICS. ANNUNCIATE THE SITUATION. USING WORDS AND PHRASES, ON THE DIGITAL DISPLAY. :: DRAWING TITLE ` 5. STEADY-STATE FREQUENCY STABILITY: WHEN SYSTEM IS OPERATING AT ANY AUDIBLE AND VISUAL ALARM IN THE EVENT OF LAY TANK LEAK. M. COMPLY WITH ASME B15.1. 1. WILL CAUSE A SYSTEM SHUTDOWN: N. COMPLY MAHTTH NEPA 37. CONSTANT LOAD WITHIN THE RATED LOAD. THERE SHALL BE NO RANDOM SPEED 2. TANK CAPACITY: 134 GALLONS a. AIR DIAPER TRIPPED (IF USED) ELECTRICAL 0. COMPLY �AtITH NEPA 70. VARIATIONS OUTSIDE THE STEADY-STATE OPERATIONAL BAND AND NO HUNTING OR 3. PUMP CAPACITY: EXCEEDS MAXIMUM FLOW OF FUEL DRAWN EY ENGINE-MOUNIID b. CUSTOMER PROGRAMMED DIGITAL AUXILIARY INPUT ON ANY OF THE 21 INPUTS SURGING OF SPEED. FUEL SUPPLY PUMP AT 110 PERCENT OF RATED CAPACITY. INCLUDING FUEL P. COMPLY �ImH NEPA 99. 6. TRANSIENT FREQUENCY PERFORMANCE: LESS THAN 2-HZ VARIATION FOR 50 RETURNED FROM ENGINE. AVAIIABI.E) SPECIFICATIONS Q. COMPLY �WRH NEPA 110 REQUIREMENTS. pp�p� �P-LOAD INCREASE OR DECREASE FREQUENCY SHALL RECOVER AND 4. LOW-LEVEL ALARM SENSOR: UQUID-LEVEL DEVICE OPERATES ALARM CONTACTS AT c. CUSTOMER PROGRAMMED ANALOG AUXILIARY INPUT OUT OF BOUNDS (ANY OF 7 R. COMPLY �NYTIIi UL 2200. THE GENSET SHALL BE LISTED TO UL2200 OR SUBMIT TO AN REMAIN WITHIN THE STEADY-STATE OPERATING BAND WITHIN THREE SECONDS. 25 PERCENT OF NORMAL FUEL LEVEL INPUTS FOR ECM EQUIPPED ENGINES AND 5 INPUTS FOR NON EOM ENGINES) (2 O F 4 INDEPENDENT THIRD PARTY CERTIFICATION PROCESS TO VERIFY COMPLIANCE AS i INSTALLED. 7. OUTPUT WAVEFORM: AT NO LOAD, HARMONIC CONTENT MEASURED UNE TO NEUTRAL 5. HIGH-LEVEL ALARM SENSOR: LIQUID-LEVEL DEVICE OPERATES ALARM AND d. EMERGENCY STOP - ll 't SHALL NOT EXCEED 2 PERCENT TOTAL WITH NO SLOT RIPPLE TELEPHONE REDUNDANT FUEL SHUTOFF CONTACTS AT MIDPOINT BETWEEN OVERFLOW LEVEL AND e. HIGH COOLANT TEMPERATURE - S. ENGINE EXHAUST EMISSIONS: COMPLY WITH APPLICABLE STATE AND LOCAL GOVERNMENT ,': : ::.:::::::: : ''.- -, �`:::".... ..'°�`: "` REQUIREUIENTS. INFLUENCE FACTOR, DETERMINED ACCORDING TO NEMA MG 1, SHALL NOT EXCEED 50 100 PERCENT OF NORMAL FUEL LEVEL_ f. HIGH OIL TEMPERATURE 1.0$TESTING PERCENT. S. PIPING CONNECTIONS: FACTORY-INSTALLED FUEL SUPPLY AND RETURN LINES FROM g. CONTROLLER INTERNAL FAULT DATE A TO ASSURE THAT THE EQUIPMENT HAS BEEN DESIGNED AND BUILT TO THE HIGHEST 8. SUSTAINED SHORT-CIRCUIT CURRENT: FORA 3-PFA,SE, BOLTED SHORT CIRCUIT AT TANK TO ENGINE; LOCAL FUEL FILL, VENT LINE, OVERFLOW UNE; AND TANK DRAIN h. LOCKED ROTOR - FAIL TO ROTATE 7n'�7 RELIABILITY AND QUALITY STANDARDS, THE MANUFACTURER AND/OR IACAI. SYSTEM OUTPUT TERMINALS. SYSTEM SHIT SUPPLY A MINIMUM OF 30D PERCENT OF UNE WITH SHUTOFF VALVE. L LOW COOLANT LEVEL REPRESENTATIVE SHALL BE RESPONSIBLE FOR THREE SEPARATE TESTS: DESIGN �� FULL-LOAD CURRENT FOR NOT LESS THAN 10 SECONDS AND THEN CLEAR 7. REDUNDANT HIGH-LEVEL FUEL SHUTOFF: ACTUATED BY HIGH-LEVEL ALARM SENSOR J. LOW OIL PRESSURE PROJECT NUMBER PROTOTYPE TESTS, FINAL PRODUCTION TESTS, AND SITE TESTS. THE FAULT AUTOMATICALLY, WITHOUT DAMAGE TO WINDING INSULATION OR OTHER IN DAY TANK TO OPERATE A SEPARATE MOTOR DEVICE THAT DSCONNECTS DAY-TANK k. MASTER SWITCH ERROR 1. DESIGN PROTOTYPE TESTS: COMPONENTS OF THE EMERGENCY SYSTEM SUCH AS GENERATOR SYSTEM COMPONENTS. PUMP MOTOR. SENSOR SHALT. SIGNAL SOLENOID VALVE, LOCATED IN FUEL SUCTION 1. NEPA COMMON ALARM I. 2017.025 THE ENGINE/GENERATOR SET. TRANSFER SWITCH. AND ACCESSORIES SHALL NOT BE 9• EXCITATION SYSTEM: PERFORMANCE SHALL BE UNAFFECTED BY VOLTAGE DISTORTION UNE BETWEEN FUEL STORAGE TANK AND DAY TANK, TO CLOSE. BOTH ACTIONS m. OVERCRANK % SUBJECTED TO PROTOTYPE TESTS SINCE THE TESTS ARE POTENTIALLY [IMAGING. CAUSED NONLINEAR LtAD. SHI1 REMAIN IN SHUTOFF STATE UNTIL MANUALLY RESET. SHUTOFF ACTION SHAM n. OVERSPEED WITH USER ADJUSTABLE ILV/El, FRINGE 65-70 HZ ON BO HZ DRAWN BY RATHER, SIMILAR DESIGN PROTOTYPES AND PREPRODUCTION MODELS, WHICH WILL a. PROVIDE PERMANENT MAGNET EXCITATION FOR POWER SOURCE TO VOLTAGE INITIATE AN ALARM SIGNAL TO CONTROL PANEL BUT SHALL NOT SHUT DOWN SYSTEMS iv NOT BE SOLD. SHAD HAVE BElal USED FOR THE FOLLOWING TESTS. REGULATOR. ENGINE-GENERATOR SET. o. GENERATOR OVERVOLTAGE WITH USER ADJUSTABLE LEVEL, RANGE 105% TO 135X -�"" 10. START TIME: COMPLY WITH NFPA 110, TYPE 10, SYSTEM REQUIREMENTS. 2.06CONTROL AND MONITORING p. OVER FREQUENCY WITH USER ADJUSTABLE LEVEL, RANGE 102X TO 14OX ' a. MAXIMUM POWER (KW). 2.03ENGINE A STANDARDS q. UNDER FREQUENCY WITH USER ADJUSTABLE LEVEL. RANGE 8OX TO 90% �D ARS SCALE b. MAXIMUM MOTOR STARTING (KVA) AT 35% INSTANTANEOUS VOLTAGE DIP. A FUEL ULTRA LOW SULFUR DIESEL FUEL 1. THE GENERATOR MUST MEET NFPA-110 LEVEL 1 (REQUIREMENTS AND MUST HAVE AN r. GENERATOR UNDER VOLTAGE WITH USER ADJUSTABLE LEVEL. RANGE 70% TO 95X .�� ' �?�y��fi AS NOTED c. ALTERNATOR TEMPERATURE RISE BY EMBEDDED THERMOCOUPLE AND/OR BY 1. ASTM INTEGRAL ALARM HORN AS REQUIRED BY NEPA s. COOLANT TEMPERATURE SIGNAL LOSS C9 I .�` C? RESISTANCE METHOD PER NEMA MG1-22.40 AND 16.40. B. THE ENGINE SHALL BE EQUIPPED WITH THE FOLLOWING: 2. NFPA-99 AND NEC MUST ALSO BE ACCOMMODATED. L OIL PRESSURE GAUGE SIGNAL LOSS "d I Of DRAWING NUMBER d. GOVERNOR SPEED REGULATION UNDER STEADY-STATE AND TRANSIENT 1. AN ELECTRONIC ISOCHRONOUS GOVERNOR CAPABLE OF +.25% STEADY-STATE 3. SET CONTROL MUST BE LISTED UNDER UL 508. 2. WILL CAUSE A WARNING BUT LEAVE THE GENERATOR RUNNING: m CONDITIONS. FREQUENCY REGULATION. B. APPLICABILITY a. BATTERY CHARGER FAILURE k '' ,, e. VOLTAGE REGULATION AND GENERATOR TRANSIENT RESPONSE. 2. 12 VOLT POSITIVE ENGAGEMENT SOLENOID SHIFT-STARTING MOTOR. 1. THE CONTROL MUST BE USABLE ON 12- OR 24-VOLT STARTING SYSTEMS. b. CUSTOMER PROGRAMMED DIGITAL AUXILIARY INPUT ON (ANY OF THE Z1 INPUTS p, f. FUEL CONSUMPTION AT 1/4. 1/2, 3/4, AND FULL LOAD. 3. POSITIVE DISPLACEMENT, FULL PRESSURE LUBRICATION OIL PUMP. CARTRIDGE OIL 2. ENVIRONMENT AVAILABLE) tP 026ti ©� ' g. HARMONIC ANALYSIS. VOLTAGE WAVEFORM DEVIATION, AND TELEPHONE INFLUENCE FILTERS, DIPSTICK, AND OIL DRAIN, a. -40 DEG C TO +70 DEG C OPERATING TEMPERATURE RANGE. c. CUSTOMER PROGRAMMED ANALOG AUXILIARY INPUT ON (ANY OF THE 7 INPUTS q�OF' 4 FACTOR. 4. DRY-TYPE REPLACEABLE AIR CLEANER ELEMENTS FOR NORMAL APPLICATIONS. b. 5-95% HUMIDITY, NON CONDENSING. AVAILABLE ON ECM ENGINES AND 5 INPUTS FOR NON ECM ENGINES) h. 1IHREE-PHASE SHORT CIRCUIT TESTS. 5. ENGINE-DRIVEN OR ELECTRIC FUEL TRANSFER PUMP CAPABLE OF LIFTING FUEL 3 3. IT SHALL BE POSSIBLE TO MOUNT THE CONTROL ON THE GENERATOR SET OR d. POWER SYSTEM SUPPLYING LOAD "�'r I. ALTERNATOR COOLING AIR FLOW. FELT, FUEL FILTERS, AND ELECTRIC SOLENOID FUEL SHUT-OFF VALVE. REMOTELY WITHIN 40 FEET OF THE GENERATOR SET. IF MOUNTED ON THE ' SEAL SHEET N0: 15 of 17 e. GROUND FAULT DETECTED - DETECTION BY OTHERS f .............,.... .:..., ... . ...:::::::....:.: ............... & : r.. ............ ........... :;:::::::: .. ... ... .. ♦.... . .,. .. '.:.:.'<:'...:.:.':::' :. '. .'H,,.. ..::.,::':::...:...;v,.. „ .... ........ ..... .♦+ '::0.'.i::':.......... ....... .. ..<P., ..... ... .. .R♦.. .......... ....... .da:' .. ....i.. ,. ... , {R>. £h ..T(n ., :Y.r:. ....., ,: �. < ....... �. .:n .....: ............ ......, .. :':.... ..>.. , 'gti:' v .. ♦`.X ♦.. .....:.. \' .♦.euu a"Ff::"::::...........:`.:::::'::::::.:.,,.. ,...: :gyuc.:: .iieiC\'a:. ♦an<y�;c..,.,. ....... e.. ... ... f. HIGH BATTERY VOLTAGE - LEVEL. MUST BE USER ADJUSTABLE A COMPLY WITH NEMA MG 1. SCHEDULE 40, BLACK STEEL PIPE WITH WELDED JOINTS. hRANGE 29-33 VOLTS FOR 24-VOLT SYSTEMS B. DRIVE: GENERATOR SHAFT SHALL BE DIRECTLY CONNECTED TO ENGINE SHAFT. EXCITER E. ELECTRICAL WIRING: INSTALL ELECTRICAL DEVICES FURNISHED BY EQUIPMENT . HIGH COOLANT TEMPERATURE SHALL BE ROTATED INTEGRALLY WITH GENERATOR ROTOR. MANUFACTURERS BUT NOT SPECIFIED TO BE FACTORY MOUNTED. L LOAD SHED C. ELECTRICAL INSULATION: CLASS H OR CLASS F. 3.03CONNECTIONS j. LOSS OF AC SENSING D. STATOR-WINDING LEADS: BROUGHT OUT TO TERMINAL BOX TO PERMIT FUTURE A. DRAWINGS INDICATE GENERAL ARRANGEMENT OF PIPING AND SPECIALTIES. .. NORTH FORK !!: k. UNDER FREQUENCY RECONNECTION FOR OTHER VOLTAGES IF REQUIRED. B. CONNECT FUEL, COOLING-SYSTEM, AND EXHAUST-SYSTEM PIPING ADJACENT TO PACKAGED I. LOW BATTERY VOLTAGE - LEVEL MUST BE USER ADJUSTABLE, RANGE 20-25 E. CONSTRUCTION SHALL PREVENT MECHANICAL, ELECTRICAL. AND THERMAL DAMAGE DUE TO ENGINE GENERATOR TO ALLOW SERVICE AND MAINTENANCE. VOLTS FOR 24-VOLT SYSTEMS VIBRATION, OVERSPEED UP TO 125 PERCENT OF RATING, AND HEAT DURING OPERATION C. CONNECT ENGINE EXHAUST PIPE TO ENGINE WITH FLEXIBLE CONNECTOR. m. LOW COOLANT TEMPERATURE AT 110 PERCENT OF RATED CAPACITY. D. CONNECT FUEL PIPING TO ENGINES WITH A GATE VALVE AND UNION AND FLEXIBLE n. LOW FUEL LEVEL OR PRESSURE F. ENCLOSURE: DRIPPROOF. CONNECTOR. S C LLC o. LOW OIL PRESSURE G. VOLTAGE REGULATOR: SOLID-STATE TYPE, SEPARATE FROM EXCITER, PROVIDING 1. DIESEL FUEL PIPING, VALVES, AND SPECIALTIES INSIDE THE BUILDING. ' p. NFPA COMMON ALARMS PERFORMANCE AS SPECIFIED. E. GROUND EQUIPMENT ACCORDING TO DMSION 16 SECTION 'GROUNDING AND BONDING.- q. OVERCURRENT 1. ADJUSTING RHEOSTAT ON CONTROL AND MONITORING PANEL SHALL PROVIDE PLUS OR F. CONNECT WIRING ACCORDING TO DIVISION 16 SECTION 'CONDUCTORS AND CABLES.• 700 BOISSEAU AVE, SJUTHOLD, NY ' r. SPEED SENSOR FAULT MINUS 5 PERCENT ADJUSTMENT OF OUTPUT-VOLTAGE OPERATING BAND. 3.041DENTIFICATION . s. WEAK BATTERY H. STRIP HEATER: THERMOSTATICALLY CONTROLLED UNIT ARRANGED TO MAINTAIN STATOR A. IDENTIFY SYSTEM COMPONENTS ACCORDING TO DIVISION 15 SECTION 'MECHANICAL I: ALTERNATOR PROTECTION ACTIVATED WINDINGS ABOVE DEW POINT. IDENTIFICATION• AND DIVISION 16 SECTION 'ELECTRICAL IDENTIFICATION.' I. INPUTS AND OUTPUTS I. 12 VOLT LEAD-ANTIMONY BATTERY(IES) CAPABLE OF DELIVERING THE MANUFACTURER'S 3.05FlELD QUALITY CONTROL 1. INPUTS RECOMMENDED MINIMUM COLD-CRANKING AMPS REQUIRED AT OOF, PER SAE STANDARD A MANUFACTURER'S FIELD SERVICE: ENGAGE AFACTORY-AUTHORIZED SERVICE a. THERE SHALL BE 21 DRY CONTACT INPUT'S THAT CAN BE USER CONFIGURED TO J-537, SHALL BE SUPPLIED. SHUTDOWN THE GENERATOR OR PROVIDE A WARNING. REPRESENTATIVE TO INSPECT TEST AND ADJUST COMPONENTS ASSEMBLIES AND SHUT J. 10-AMPERE AUTOMATIC FLOAT AND EQUALIZE BATTERY CHARGER WITH +/- 1X EQUIPMENT INSTALLATIONS, INCLUDING CONNECTIONS. REPORT RESULTS INWRITING. b. THERE SHALL BE 7 USER PROGRAMMABLE ANALOG INPUTS FOR ECM ENGINES (5 CONSTANT VOLTAGE REGULATION FROM NO LOAD TO FULL LOAD OVER +/-10% AC INPUT B. PERFORM TESTS AND INSPECTIONS AND PREPARE TEST REPORTS. �� s FOR NON ECM ENGINES) FOR MONITORING AND CONTROL. LINE VARIATION, CURRENT LIMITED DURING ENGINE CRANKING AND SHORT CIRCUIT 1. MANUFACTURER'S FIELD SERVICE: ENGAGE A FACTORY-AUTHORIZED SERVICE ' c. EACH ANALOG INPUT CAN ACCEPT 0-5 VOLT ANALOG SIGNALS. CONDITIONS, TEMPERATURE COMPENSATED FOR AMBIENT TEMPERATURES FROM -400C TO REPRESENTATIVE TO INSPECT COMPONENTS, ASSEMBLIES, AND EQUIPMENT rp d. RESOLLMON MUST BE 1 PART IN 10,000. +600C, 5% ACCURATE VOLTMETER AND AMMETER, FUSED. REVERSE POLARITY AND INSTALLATIONS, INCLUDING CONNECTIONS. AND TO ASSIST IN TESTING. e. EACH INPUT CAN BE PROGRAMMED TO PROVIDE UP TO 4 TRIP VALUES - 2 TRANSIENT PROTECTED. C. TESTS AND INSPECTIONS: WARNINGS AND 2 SHUTDOWNS. K. GAS-PROOF, SEAMLESS, STAINLESS STEEL. FLEXIBLE EXHAUST BELLOWS WITH THREADED 1. PERFORM TESTS RECOMMENDED BY MANUFACTURER AND EACH ELECTRICAL TEST AND f. IT MUST BE POSSIBLE TO VIEW THE ANALOG VALUE ON THE DISPLAY. NPT CONNECTION. VISUAL AND MECHANICAL. INSPECTION FOR 'AC GENERATORS AND FOA EMERGENCY g. IT SHALL BE POSSIBLE TO DEFINE EACH USER CONFIGURED INPUT USING WORDS L TWO FLEXIBLE FUEL LINES RATED 300OF AND 100 PSI ENDING IN PIPE THREAD. SYSTEMS' SPECIFIED IN NETA ACCEPTANCE TESTING SPECIFICATION. CERTIFY OR PHASES THAT WILL BE VIEWABLE ON THE DIGITAL DISPLAY. M. AIR CLEANER RESTRICTION INDICATOR TO INDICATE THE N® FOR MAINTENANCE OF THE COMPLIANCE WITH TEST PARAMETERS. h. ADDITIONAL STANDARD INPUTS REQUIRED: AIR CLEANERS. 1) INPUT FOR AN EXTERNAL GROUND FAULT DETECTOR. DIGITAL DISPLAY MUST N. REMOTE ANNUNCIATOR PANEL ENABLING THE GENERATOR STATUS TO BE VIEWED 2. NEPA 110 ACCEPTANCE TESTS: PERFORM TESTS REQUIRED NEPA 110 THAT ARE LI SHOW "GROUND FAULT' UPON DETECTION OF A GROUND FAULT. REMOTELY. THIS REMOTE ANNUNCIATOR PANEL SHALL INCLUDE A FOURTEEN (14) RELAY ADDITIONAL TO THOSE SPECIFIED HERE INCLUDING, BUT NOT LIMBED T0, 2 RESET OF SYSTEM FAULTS. DRY CONTACT BOX FOR CONNECTION TO THE CONTROLLER TERMINAL STRIP. THE PANEL SINGLE-STEP FULL-LOAD PICKUP TEST. 3. BATTERY TESTS: EQUALIZE CHARGING OF BATTERY CELS ACCORDING TO 3) REMOTE TWO WIRE START. SHALL HAVE THE CAPABILITY TO BE EITHER FLUSH MOUNTED OR SURFACE MOUNTED. MANUFACTURER'S WRITTEN INSTRUCTIONS. RECORD INDIVIDUAL CELL VOLTAGES. 4) REMOTE EMERGENCY STOP, 0. RUN RELAY TO PROVIDE A THREE-POLE. DOUBLE-THROW RELAY WITH 10 AMPS AT 250 a. MEASURE CHARGING VOLTAGE AND VOLTAGES BETWEEN AVAILABLE BATTERY i. IDLE MODE ENABLE VAC CONTACTS FOR INDICATING THAT THE GENERATOR IS RUNNING. 2. OUTPUTS P. GENERATOR SKID END GAPS. TERMINALS FOR FULL-CHARGING AND FLOAT-CHARGING CONDITIONS. CHECK o. ALL NEPA 110 LEVEL 1 0 MUST E AVAILABLE Q. LIGHTING: THE LIGHTING SHALL BE FOUR (4) DUST RESISTANT, ENCLOSED AND GASKETED ELECTROLYZE LEVEL AND SPECIFIC GRAVITY UNDER BOTH CONDITIONS. OUTPUTS B b. TEST FOR CONTACT INTEGRITY OF ALL CONNECTORS. PERFORM AN INTEGRITY b. THERE SHALL BE THIRTY OUTPUTS AVAILABLE FOR INTERFACING TO OTHER FLUORESCENT LIGHT FIXTURES WITH TWO (2) 60 WATT 120 VOLT LAMPS AND MAGNETIC LOAD TEST AND A CAPACITY LOAD TEST FOR THE BATTERY. EQUIPMENT: BALLAST. THE LIGHT FIXTURE WILL BE WIRED TO AN INTERNAL SWITCH AT EACH DOOR c. VERIFY ACCEPTANCE OF CHARGE FOR EACH ELEMENT OF THE BATTERY AFTER �`�" ,'� ""•' �' `�"`. �°`. Rte: `' ,�"�` `�.�`_ <'° "` " 1) AWf OF THESE OUTPUTS SHALL BE ABLE TO BE USER CONFIGURED FROM A AND CAN BE ACTIVATED AT EITHER DOOR. DISCHARGE LIST OF OVER 25 FUNCTIONS AND FAULTS. R. CONVENIENCE OUTLETS: FACTORY WIRED, GFCI. ARRANGE FOR EXTERNAL ELECTRICAL d. VERIFY THAT MEASUREMENTS ARE WITHIN MANUFACTURER'S SPECIFICATIONS. ISSUE: 2) THESE OUTPUTS SHALL DRIVE OPTIONAL DRY CONTACTS. CONNECTION. 4. BATTERY-CHARGER TESTS: VERIFY SPECIFIED RATES OF CHARGE FOR BOTH c. A PROGRAMMABLE USER DEFINED COMMON FAULT OUTPUT WITH OVER 40 S. SOUND ATTENUATED WEATHER HOUSING SHALL BE PROVIDED. THE HOUSING SHALL. BE EQUALIZING AND FLOAT-CHARGING CONDITIONS. DESCRIPTION DATE BY SELECTIONS SHALL BE AVAILABLE. CONSTRUCTED OF 18 GAUGE PRE-PAINTED GALVANIZED STEEL TO RESIST CORROSION. 5. SYSTEM INTEGRITY TESTS: METHODICALLY VERIFY PROPER INSTALLATION, CONNECTION, ISSUED TO DOH 05.03.17 CP J. SYSTEM PROGRAMMING THE MAXIMUM SOUND LEVEL SHALL NOT EXCEED 75 DBA AT 7 METERS (23 FEET). AND INTEGRITY OF EACH ELEMENT OF ENGINE-GENERATOR SYSTEM BEFORE AND 2.1000TDOOR GENERATOR-SET ENCLOSURE 1. IT MUST BE POSSIBLE TO DISABLE PROGRAMMING SO THE SYSTEM CAN ONLY BE DURING SYSTEM OPERATION. CHECK FOR AIR, EXHAUST, AND FLUID LEAKS. ISSUED FOR CONSTRUCTION 05.05.17 CP ; MONITORED. A DESCRIPTION: SKIN-TIGHT VANDAL-RESISTANT, WEATHERPROOF STEEL HOUSING. WIND 6. EXHAUST-SYSTEM BACK-PRESSURE TEST: USE A MANOMETER WITH A SCALE 2. IT SHALL BE POSSIBLE TO PROGRAM THE CONTROL WITH THE CONTROLLER KEYPAD RESISTANT UP TO 100 MPH (160 KM/H). MULTIPLE PANELS SHALL BE LOCKABLE AND EXCEEDING 40-INCH WG (120 KPA). CONNECT TO EXHAUST UNE CLOSE TO ENGINE ISSUED FOR ADDENDUM 1 05.19.17 CP OR USING ON IBM COMPATIBLE PERSONAL COMPUTER. PROVIDE ADEQUATE ACCESS TO COMPONENTS REQUIRING MAINTENANCE. PANELS SHALL EXHAUST MANIFOLD, VERIFY THAT BACK PRESSURE AT FULL-RATED LOAD IS WITHIN P 3. PROGRAMMING ACCESS IS TO BE ENABLED ONLY AT THE CONTROLLER AND MUST BE BE REMOVABLE BY ONE PERSON WITHOUT TOOLS. INSTRUMENTS AND CONTROL SHALLMANUFACTURER'S WRITTEN ALLOWABLE LIMITS FOR THE ENGINE. PLUMBING UPDATES 06.13.17 CP PASSWORD PROTECTED. BE MOUNTED WITHIN ENCLOSURE. 7. EXHAUST EMISSIONS TEST: COMPLY WITH APPLICABLE GOVERNMENT ZEST CRITERIA 4. THE FOLLOWING MUST BE PROGRAMMABLE FROM THE CONTROLLER KEYPAD: B. DESCRIPTION: PREFABRICATED OR PREENGINIERED, SKIN-TIGHT ENCLOSURE WITH THE 8, VOLTAGE AND FREQUENCY TRANSIENT STABILITY TESTS: USE RECORDING REVISED PER DOH COMMENTS 07.11.17 CP a. TIME DELAY SETTINGS: FOLLOWING FEATURES: OSCILLOSCOPE TO MEASURE VOLTAGE AND FREQUENCY TRANSIENTS FDR 50 AND 100 1) GENERATOR RUN TIME (0 TO 72 HOURS) - EXERCISE 1. CONSTRUCTION: GALVANIZED-STEEL, METAL-CLAD. INTEGRAL. 2 LOI1D SHED STRUCTURAL-STEEL-FRAMED BUILDING ERECTED ON STEEL PLATFORM. IS AS SPECIFIED.PERCENT STEP-LOAD INCREASES AND DECREASES, AND VERIFY THAT PERFORMANCE ISSUED FOR DOB APPROVAL 03.23.18 CP {': 3) ENIiINE START 2. STRUCTURAL DESIGN AND ANCHORAGE: COMPLY WITH ASCE 7 FOR WIND LOADS. 9, HARMONIC-CONTENT TESTS: MEASURE HARMONIC CONTENT OF OUTPUT VOLTAGE 4) ENGINE COOL DOWN 3. SPACE HEATER: THERMOSTATICALLY CONTROLLED AND SIZED TO PREVENT UNDER 25 PERCENT AND AT 100 PERCENT OF RATED LINEAR LOAD. VERIFY THAT 5) OVER VOLTAGE AND UNDER VOLTAGE DELAYS CONDENSATION. HARMONIC CONTENT IS WITHIN SPECIFIED LIMITS. 4. LOUVERS: EQUIPPED WITH BIRD SCREEN AND FILTER ARRANGED TO PERMIT AIR ' 6) STM�RTING AID 10. NOISE LEVEL TESTS: MEASURE A-WEIGHTED LEVEL OF NOISE EMANATING FROM CIRCULATION WHEN ENGINE IS NOT RUNNING WHILE EXCLUDING EXTERIOR DUST, GENERATOR-SET INSTALLATION. INCLUDING ENGINE EXHAUST AND COCUNG-AIR INTAKE : 7) CIZNK ON AND CRANK PAUSE TIME BIRDS, AND RODENTS. AND DISCHARGE. AT FOUR LOCATIONS ON THE PROPERTY UNE. AND COMPARE 8) IDLE TIME 5. HINGED DOORS: WITH PADLOCKING PROVISIONS. MEASURED LEVELS WITH REQUIRED VALUES. b. TRIP POINT SETTINGS: 6. VENTILATION: LOUVERS EQUIPPED WITH BIRD SCREEN AND FILTER ARRANGED TOi 1) HIGH BATTERY VOLTAGE PERMIT AIR CIRCULATION WHILE EXCLUDING EXTERIOR DUST, BIRDS. AND RODENTS. D. COORDINATE TESTS WITH TESTS FOR TRANSFER SWITCHES AND RUN THEM 2 LOW MATERIALS VOLTAGE 7. THERMAL INSULATION: MANUFACTURER'S STANDARD MATERIAAND THICKNESS TEST IN CONCURRENTLY. E. TEST NSTRUMENTS SHALL HAVE BEEN CALIBRATED WITHIN THE LAST 12 MONTHS, l; i€ 3) OVI_RSPEED SELECTED IN COORDINATION WITH SPACE HEATER TO MAINTAIN WINTER INTERIOR TRACEABLE TO STANDARDS OF NIST, AND ADEQUATE FOR MAKING POSrM OBSERVATION TEMPERATURE WITHIN OPERATING LIMITS REQUIRED BY ENGINE-GENERATOR-SET 4) UNDER FREQUENCY OF TEST RESULTS. MAKE CALIBRATION RECORDS AVAILABLE FOR EXAMINATION ON ; 5) OVI_R FREQUENCY COMPONENTS. REQUEST. 6} OVI"R VOLTAGE MUFFLER LOCATION: WITHIN ENCLOSURE. F. LEAK TEST: AFTER INSTALLATION. CHARGE SYSTEM AND TEST FOR LEAKS REPAIR LEAKS 7) UNDER VOLTAGE C. ENGINE COOLING AIRFLOW THROUGH ENCLOSURE: MAINTAIN TEMPERATURE RISE OF AND RETEST UNTIL NO LEAKS EXIST. 8) LOAD SHED SYSTEM COMPONENTS WITHIN REQUIRED LIMITS WHEN UNIT OPERATES AT 110 PERCENT G. OPERATIONAL TEST: AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, START UNITS OF RATED LOAD FOR 2 HOURS WITH AMBIENT TEMPERATURE AT TOP OF RANGE TO CONFIRM PROPER MOTOR ROTATION AND UNIT OPERATION. K. COMMUNICATIONS SPECIFIED IN SYSTEM SERVICE CONDITIONS. 1. IF THE GENERATOR ENGINE IS EQUIPPED WITH AN ECM (ENGINE CONTROL MODULE), H. TEST AND ADJUST CONTROLS AND SAFETIES. REPLACE DAMAGED AND MALFUNCTIONING 1. LOUVERS: FIXED-ENGINE, COOLING-AIR INLET AND DISCHARGE STORM-PROOF AND CONTROLS AND EQUIPMENT. THE CONTROLLER MUST COMMUNICATE TO THE ECM FOR CONTROL. MONITORING, AND DRAINABLE LOUVERS PREVENT ENTRY OF RAIN AND SNOW. I. REMOVE AND REPLACE MALFUNCTIONING UNITS AND RETEST AS SPECIFIED ABOVE. DIAGNOSTICS. SAE J1939 STANDARD COMMUNICATIONS IS REQUIRED. 2. AUTOMATIC DAMPERS: AT ENGINE COOLING-AIR INLET AND DISCHARGE. DAMPERS 2. INDUSTRY STANDARD MODBUS RTU COMMUNICATION SR 1 BE AVAILABLE. SFWl BE CLOSED TO REDUCE ENCLOSURE HEAT LOSS IN COLD WEATHER WHEN J. RETESTCORRECT DEFICIENCIES IDENTIFIED BY TESTS AND OBSERVATIONS AND RETEST : 3. A MODBUS MASTER WILL BE ABLE TO MONITOR CONTROLLER DATA UNIT IS NOT OPERATING. UNTIL SPECIFIED REQUIREMENTS ARE MET. IAY 4. A MODBUS MASTER WILL BE ABLE TO ALTER PARAMETERS. D. INTERIOR LIGHTS WITH SWITCH: FACTORY-WIRED, VAPORPROOF-TYPE FIXTURES WITHIN K. REPORT RESULTS OF TESTS AND INSPECTIONS IN WRITING. RECORD ADJUSTABLE RES LAB 5. THE MODBUS MASTER MUST BE CAPABLE OF STARTING AND STOPPING THE HOUSING; ARRANGED TO ILLUMINATE CONTROLS AND ACCESSIBLE INTERIOR. ARRANGE SETTINGS AND MEASURED INSULATIONLABEL 0R TAG TO EACH TESTED COMPONENT INDICATING RESISTANCES, TIME DELAYS, AND OTHER VALUES GENERATOR. FOR EXTERNAL ELECTRICAL CONNECTION. AND OBSERVATIONS. ATTACH A SATISFACTORY COMPLETION OF TESTS. L COMMUNICATIONS do PERSONAL COMPUTER SOFTWARE 1. AC LIGHTING SYSTEM AND CONNECTION POINT FOR OPERATION WHEN REMOTE L INFRARED SCANNING: AFTER SUBSTANTIAL COMPLETION, BUT NOT MORE TACO 60 DAYS 1. THE CONTROLLER MUST HAVE THE CAPABILITY TO COMMUNICATE TO A PERSONAL SOURCE IS AVAILABLE. AFTER FINAL ACCEPTANCE. PERFORM AN INFRARED SCAN OF EACH POWER WIRING COMPUTER (IBM OR COMPATIBLE) RUNNING WINDOWS XP. CONVENIENCE OUTLETS: FACTORY WIRED, GFCI. ARRANGE FOR EXTERNAL ELECTRICAL TERMINATION AND EACH BUS CONNECTION. REMOVE ALL ACCESS PANELS SO 2. BOTH RS-232 AND RS-485 COMMUNICATION FORMATS SHALL BE AVAILABLE. CONNECTION. TERMINATIONS AND CONNECTIONS ARE ACCESSIBLE TO PORUBLE SCANNER. DO NOT SCALE PLANS 3. A VARIETY OF CONNECTIONS SHALL BE AVAILABLE BASED ON REQUIREMENTS: E. SIMILAR TO GENERAC LEVEL 1 SOUND ATTENUATED ENCLOSURE OR APPROVED EQUAL 1. FOLLOW-UP INFRARED SCANNING: PERFORM AN ADDITIONAL FOLLOW-UP INFRARED a. A SINGLE CONNECTION TO A PC. A CABLE LENGTH OF UP TO 4000 FEET MUST 2.11 VIBRATION ISOLATION DEVICES SCAN 11 MONTHS AFTER DATE OF SUBSTANTIAL COMPLETION. ,': >° BE SUPPORTED. A. ELASTOMERIC ISOLATOR PADS: OIL- AND WATER-RESISTANT ELASTOMER OR NATURAL 2. INSTRUMENT: USE AN INFRARED SCANNING DEVICE DESIGNED TO MEASURE ARCHITECT OF RECORD >i b. MULTIPLE DEVICES AT A SINGLE LOCATION CONNECTED TO A PC. RUBBER. ARRANGED IN SINGLE OR MULTIPLE LAYERS, MOLDED WITH A NONSUP PATTERN TEMPERATURE OR TO DETECT SIGNIFICANT DEVIATIONS FROM NORMAL VALUES. c. A SINGLE CONNECTION FROM A DEVICE TO A PC OVER PHONE LINES. AND GALVANIZED-STEEL BASEPLATES OF SUFFICIENT STIFFNESS FOR UNIFORM LOADING PROVIDE CALIBRATION RECORD FOR DEVICE. } Ter esen Associates, Architects4 d. MULTIPLE DEVICES TO A PC OVER PHONE LINES. OVER PAD AREA, AND FACTORY CUT TO SIZES THAT MATCH REQUIREMENTS OF 3. RECORD OF INFRARED SCANNING: PREPARE A CERTIFIED REPORT THAT IDENTIFIES , 4. WHEN EQUIPPED WITH COMMUNICATIONS MODULES, TRANSFER SWITCHES AND POWER SUPPORTED EQUIPMENT. TERMINATIONS AND CONNECTIONS CHECKED AND THAT DESCRIBES SCANNING RESULTS. 248 West 35th Street 11th Floor New York, NY 10001 MONITORS ALONG WITH GENERATOR CONTROLLERS MUST BE ABLE TO BE CONNECTED 1. MATERIAL STANDARD NEOPRENE. INCLUDE NOTATION OF DEFICIENCIES DETECTED, REMEDIAL ACTION TAKEN, AND TO THE SAME COMMUNICATION NETWORK WITH NO ADDITIONAL INTERFACES BEING 2. DUROMETER RATING: REFER TO STRUCTURAL SPECIFICATIONS FOR REQUIREMENTS. OBSERVATIONS AFTER REMEDIAL ACTION. 212.239.1526 Fax: 212.736.7899 REQUIRED. 3. NUMBER OF LAYERS: REFER TO STRUCTURAL SPECIFICATIONS FOR REQUIREMENTS. 5. THE CAPABILITY TO CONNECT UP TO 128 DEVICES GENSET CONTROLS AND B. RESTRAINED SPRING ISOLATORS: FREESTANDING. STEEL. OPEN-SPRING ISOLATORS WITH E-mail: info@terjesenarchitects.com ( 3.08DE�IONSTRATION TRANSFER 'SVIT'CHES) ON A SINGLE NETWORK MUST BE SUPPORTED. SEISMIC RESTRAINT. A ENGAGE A FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO TRAIN OWNER'S a :.. .' 1. HOUSING: STEEL WITH RESILIENT VERTICAL-UNIT STOPS TO PREVENT SPRING •�M,• ..�°� ..- Y � - nR�� • 6. CABLING IS TO BE DEVICE TO DEVICE IN A DAISY CHAIN FASHION WITH NO LIMITATEON MAINTENANCE PERSONNEL TO ADJUST. OPERATE. AND MAINTAIN PACKAGED ENGINE ON DEVICE LOCATIONS WITHIN THE NETWORK. EXTENSION DUE TO WIND LOADS OR IF WEIGHT IS REMOVED; FACTORY-DRILLED MECHANICAL ENGINEER 7. THE NETWORK MUST BE SELF- POWERED. NO POWER WIRING BETWEEN DEVICES IS BASEPLATE BONDED TO 1/4-INCH- (6-MM-) THICK, ELASTOMERIC ISOLATOR PAD GENERATORS. REFER TO DIVISION 1 SECTION *DEMONSTRATION AND TFUUNING. ep ALLOWED. ATTACHED TO BASEPLATE UNDERSIDE; AND ADJUSTABLE EQUIPMENT MOUNTING AND 3.070N SITE STARTUP AND CHECKOUT EP��per NS B. A SINGLE SOFTWARE PACKAGE WITH THE FOLLOWING CAPABILITIES IS REQUIRED: LEVELING BOLT THAT ACTS AS BLOCKING DURING INSTALLATION. t) THE SUPPLIER OF THE ELECTRIC GENERATING PLANT AND ASSOCIATED ITEMS COVERED 110 William Street 32nd Floor New York, NY 10038 o. ANY COMBINATION OF TRANSFER SWITCHES AND GENERATOR CONTROLS. 2. OUTSIDE SPRING DIAMETER: NOT LESS THAN 80 PERCENT OF COMPRESSED HEIGHT HEREIN SHALL PROVIDE FACTORY TTECHNICIANS TO CHECKIXfT THE COMPLETED b. UP TO 128 DEVICES AT A SINGLE SITE MUST BE SUPPORTED. OF THE SPRING AT RATED LOAD. INSTALLATION MID TO PERFORM AN NITUI STARTUP INSPECTION TO INCWEOE 212.257.6190 Fax: 212.994.8091 c. THE SAME SOFTWARE PACKAGE MUST SUPPORT COMMUNICATIONS OVER PHONE 3. MINIMUM ADDITIONAL TRAVEL 50 PERCENT OF REQUIRED DEFLECTION AT RATED LINES. THE SOFTWARE SHALL ALLOW COMMUNICATIONS WITH UP TO 128 SITES LOAD. www.EPENGINEERING.com (PHONE NUMBERS} INCLUDING PHONE NUMBER FIELDS LARGE ENOUGH FOR 4. LATERAL STIFFNESS: MORE THAN 80 PERCENT OF RATED VERTICAL STIFFNESS, c} ENSURING THE ENGINE STARTS {BOTH HOT AND COLD) CORRIN THE SPECIFIEDTIME INTERNATIONAL COMMUNICATION. 5. OVERLOAD CAPACITY: SUPPORT 200 PERCENT OF RATED LOAD, FULLY COMPRESSED, ,.,...V V W _................................,. b) VERIFICATION OF ENGINE PARAMETERS WITHIN SPECIFICATION. d. ACCESS TO INDIVIDUAL DEVICES BY THE SOFTWARE SHALL BE PROTECTED BY WITHOUT DEFORMATION OR FAILURE. STRUCTURAL ENGINEER PASSWORD. 2.1Engineering g g Firm A. INDOOR AND OUTDOOR ENCLOSURES AND COMPONENTS: MANUFACTURER'S STANDARD c) VERIFY NO LOAD FREQUENCY AND VOLTAGE, ADJUSTING IF REQUIRED. e. TO SUPPORT FUTURE EXPANSION, IT MUST BE POSSIBLE TO ADD DEVICES (ATS Address AND GENERATOR SET CONTROLLERS), UP TO 128 AND SITES UP TO 128, WITH FINISH OVER CORROSION-RESISTANT PRETREATMENT AND COMPATIBLE PRIMER. THE INSTALLED SOFTWARE CHANGING TO A DIFFERENT SOFTWARE PACKAGE IS 2.13SOURCE QUALITY CONTROL d) TEST ALL AUTOMATIC SHUTDOWNS OF THE ENGINE-GENERATOR. Phone Fax: NOT ACCEPTABLE. A. PROTOTYPE TESTING: FACTORY TEST ENGINE-GENERATOR SET USING SAME ENGINE MODEL. CONSTRUCTED OF IDENTICAL OR EQUIVALENT COMPONENTS AND EQUIPPED WITH e) PERFORM A LOAD TEST OF THE ELECTRIC PLANT. ENSURING FULL LOAD FREWENCY AND f. ALL DISPLAYS, DATA INQUIRES, AND PROGRAM FUNCTIONS ALLOWED ON THE E-mail: r' CONTROLLERS, BOTH GENERATOR AND ATS, SHALL ALSO BE AVAILABLE THROUGH IDENTICAL OR EQUIVALENT ACCESSORIES. VOLTAGE ARE WITHIN SPECIFICATION BY USING BUILDING LOAD. THE SCiFTWARE. 1. TESTS: COMPLY WITH NFPA 110, LEVEL. 1 ENERGY CONVERTERS AND WITH THE g. A SINGLE SOFTWARE SCREEN MUST BE CAPABLE OF DISPLAYING DATA FROM IEEE 115. f1 PERFORM A LOAD TEST FOR 1.5 HOURS USING BUILDING LOAD. IN ADDITION TO THE BUILDING MULTIPLE DEVICES SIMULTANEOUSLY. B. PROJECT-SPECIFIC EQUIPMENT TESTS: BEFORE SHIPMENT, FACTORY TEST LOAD TEST, LOAD THE GENERATOR AT 100% FOR 120 MINUTES.MULTIPLE SET AND OTHER SYSTEM COMPONENTS AND ACCESSORIES S O U T H O L D A S C h. IT SHALL BE POSSIBLE TO RESET SHUTDOWN FAULTS, AND RESTART THE GENERATOR USING THE SOFTWARE. MANUFACTURED SPECIFICALLY FOR THIS PROJECT. PERFORM TESTS AT RATED LOAD AND i. IFA 'IR/WSFER SWITCH IS USED, IT MUST BE POSSIBLE TO START THE POWER FACTOR. INCLUDE THE FOLLOWING TESTS: 3.09RAINING 700 B OI S S EAU AVENUE GENERATOR AND TRANSFER THE LOADS TO THE GENERATOR. 1. TEST COMPONENTS AND ACCESSORIES FURNISHED WITH INSTALLED UNIT THAT ARE 2.07GENERATOR OVERCURRENT AN1) TRAINING IS TO BE SUPPLIED BY THE START-UP TECHNICIAN FOR THE ETVD-USER D FAULT PROTECTION NOT IDENTICAL TO THOSE ON TESTED PROTOTYPE TO DEMONSTRATE COMPATIBILITY SOUTHOLD, NY AND RELIABILITY. DURING COMMISSIONING. THE TRAINING SHOULD COVER BASIC GENERATOR OPERATION I A GENERATOR CIRCUIT BREAKER: MOLDED-CASE, ELECTRONIC-TRIP TYPE; 100 PERCENT 2. FULL LOAD RUN. AND COMMON GENERATOR ISSUES THAT CAN BE MANAGED B1'THE END-USER, a; RATED; COMPLYING WITH UL 489. 1. TRIPPING CIHARAGTERISTICS: ADJUSTABLE LONG-TIME AND SHORT-TIME DELAY AND 3. MAXIMUM POWER. 2) A MINIMUM OF 3 DAYS OF TRAINING SHALL BE PROVIDED. INSTANTANEOUS. 4. VOLTAGE REGULATION. DRAWING TITLE 2. TRIP SEETINIGS: SELECTED TO COORDINATE WITH GENERATOR THERMAL DAMAGE 5. TRANSIENT AND STEADY-STATE GOVERNING. END OF SECTION ELECTRICAL E. CURVE. 6. SINGLE-STEP LOAD PICKUP. 7. SAFETY SHUTDOWN. 3. SHUNT TRIPET': CONNECTED TO TRIP BREAKER WHEN GENERATOR SIS SHUT DOWN SPECIFICATIONS BY OTHER PROTECTIVE DEVICES, B. PROVIDE 14 DAYS ADVANCE NOTICE OF TESTS AND OPPORTUNITY FOR OBSERVATION fl 4. MOUNTING: ADJACENT TO OR INTEGRATED WITH CONTROL AND MONITORING PANEL. OF TESTS BY OWNER'S REPRESENTATML B. GENERATOR DISCONNECT SWITCH: MOLDED-CASE TYPE. 100 PERCENT RATED. 9. REPORT FACTORY TEST RESULTS WITHIN 10 DAYS OF COMPLETION OF TEST. (3 OF 4) 1. RATING: MATCHED TO GENERATOR OUTPUT RATING. PART 3 - EXECUTION 2. SHUNT TRIP': CONNECTED TO TRIP SWITCH WHEN SIGNALED BY GENERATOR 3.01EXAMINATION PROTECTOR OR BY OTHER PROTECTIVE DEVICES. A EXAMINE AREAS, EQUIPMENT BASES, AND CONDITIONS, WITH INSTALLER PRESENT. FOR C. GENERATOR PROTECTOR: MICROPROCESSOR-BASED UNIT SHALL CONTINUOUSLY MONITOR COMPLIANCE WITH REQUIREMENT'S FOR INSTALLATION AND OTHER CONDITIONS AFFECTING DATE CURRENT LEVEL. IN EACH PHASE OF GENERATOR OUTPUT, INTEGRATE GENERATOR HEATING PACKAGED ENGINE-GENERATOR PERFORMANCE 717117 EFFECT OVER TIME, AND PREDICT WHEN THERMAL DAMAGE OF ALTERNATOR WILL OCCUR. B. EXAMINE ROUGHING-IN OF PIPING SYSTEMS AND ELECTRICAL CONNECTIONS. VERIFY WHEN SIGNALED BY GENERATOR PROTECTOR OR OTHER GENERATOR-SET PROTECTIVE ACTUAL LOCATIONS OF CONNEC11ONS BEFORE PACKAGED ENGINE-GENERATOR DEVICES. A SHUNT-TRIP DEVICE IN THE GENERATOR DISCONNECT SWITCH SHALL OPEN INSTALLATION. PROJECT NUMBER THE SWITCH TO DISCONNECT THE GENERATOR FROM LOAD CIRCUITS. PROTECTOR SHALL. PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN 2017.025 PERFORM THE FOLLOWING FUNCTIONS: CORRECTED. 1. INITIATES A GENERATOR OVERLOAD ALARM WHEN GENERATOR HAS OPERATED AT AN 3.021NSTALLATION DRAWN BY OVERLOAD EQUIVALENT TO 110 PERCENT OF FULL-RATED LOAD FOR 60 SECONDS. A. COMPLY WITH PACKAGED ENGINE-GENERATOR MANUFACTURERS' WRITTEN INSTALLATION ; JV INDICATION FOR THIS ALARM IS INTEGRATED WITH OTHER GENERATOR-SET AND ALIGNMENT INSTRUCTIONS AND WITH NFPA 110. MALFUNCTION ALARMS. B. INSTALL PACKAGED ENGINE GENERATOR TO PROVIDE ACCESS, WITHOUT REMOVING SCALE 2. UNDER SINGLE OR THREE-PHASE FAULT CONDITIONS. REGULATES GENERATOR TO 300 CONNECTIONS OR ACCESSORIES, FOR PERIODIC MAINTENANCE. QED A CS, PERCENT OF RATED FULL-LOAD CURRENT FOR UP TO 10 SECONDS. C. INSTALL PACKAGED ENGINE GENERATOR WITH ELASTOMERIC ISOLATOR PADS HAVING A AS NOTED 3. AS OVERCURRENT HEATING EFFECT ON THE GENERATOR APPROACHES THE THERMAL MINIMUM DEFLECTION OF 1 INCH (25 MM) ON 4-INCH- {100-MM-) HIGH CONCRETE S n DAMAGE POINT OF THE UNIT, PROTECTOR SWITCHES THE EXCITATION SYSTEM OFF, BASE. SECURE SETS TO ANCHOR BOLTS INSTALLED IN CONCRETE BASES, CONCRETE 0: U + �C'1 '� DRAWING NUMBER OPENS THE GENERATOR DISCONNECT DEVICE, AND SHUTS DOWN THE GENERATOR BASE CONSTRUCTION IS SPECIFIED IN DIVISION 16 SECTION 'ELECTRICAL SUPPORTS AND * cl E m U- Z SET. SEISMIC RESTRAINTS.' 4. SENSES CLIMBING OF A FAULT BY OTHER OVERCURRENT DEVICES AND CONTROLS D. INSTALL SCHEDULE 40, BLACK STEEL PIPING WITH WELDED JOINTS AND CONNECT TO ON Q268 RECOVERY OF RATED VOLTAGE TO AVOID OVERSHOOT. ENGINE MUFFLER. INSTALL THIMBLE AT WALL PIPING SHALL BE SAME DIAMETER AS OF N � D. GROUND-FAULT INDICATION: COMPLY WITH NFPA 70, 'EMERGENCY SYSTEM" SIGNALS FOR E =80100 MUFFLER OUTLET. COORDINATE FLEXIBLE CONNECTORS AND STEEL PIPING MATERIALS GROUND-FAULT. INTEGRATE GROUND-FAULT ALARM INDICATION WITH OTHER AND INSTALLATION REQUIREMENTS WITH THE MANUFACTURER AND MECHANICAL ENGINEER. GENERATOR-SET' ALARM INDICATIONS. 1. INSTALL CONDENSATE DRAIN PIPING TO MUFFLER DRAIN OUTLET FULL SIZE OF DRAIN 2.08GENERATOR. IXCITEFI, AND VOLTAGE REGULATORCONNECTION WITH A SHUTOFF VALVE. STAINLESS-STEEL FLEXIBLE CONNECTOR, AND SEAL SHEET NO: 1b OF 17 .. .. ....... ....... . . Y % GROUNDING AND BONDING F. SERVICE SWITCHBOARDS: AT EACH MAIN DISCONNECT SWITCH PROVIDE A COPPER EQUIPMENT GROUND CHARACTERISTICS, PERTINENT TRANSFORMER CHARACTERISTICS, PERTINENT MOTOR AND GENERATOR PART 1 - SF.DIEBEIL CONNECTION RATED AT NOT LESS THAN 20% OF SWITCH RATING AND CONNECTED ON THE UNE SIDE OF THE CHARACTERISTICS, AND CHARACTERISTICS OF OTHER SYSTEM LOAD PROTECTIVE DEVICES. INCLUDE AT LEAST ALL REMOVABLE LINK OF THE SERVICE NEUTRAL DEVICES DOWN TO THE LARGEST BRANCH CIRCUIT AND LARGEST FEEDER CIRCUIT BREAKER IN EACH MOTOR 1.01 RELATED DOIFNTS G. WHEREVER FLEXIBLE METAL CONDUIT IS USED FOR PART OF A CONDUIT RUN, EXCEPT LIGHTING BRANCH CONTROL CENTER, AND MAIN BREAKER IN BRANCH PANELBOARDS. .:,, NORTH FORK ": CIRCUITS UNDER 6 FEET, PROVIDE A GROUNDING CONDUCTOR IN THE CONDUIT AND CONNECT TO GROUNDING E. INCLUDE ALL ADJUSTABLE SETTING FOR GROUND FAULT PROTECTIVE DEVICES. INCLUDE MANUFACTURING A DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS ......................................_....................... BUSHINGS AT EACH END OF RUN. TOLERANCE AND DAME BANDS IN PLOTTED FUSE CHARACTERISTICS. SHOW TRANSFORMER FULL LOAD AND MAG . ._..._..__ .v....._ .._ AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.02 SUMMARY H. WHERE PULL BOXES CONTAIN BARRIERS, PROVIDE A GROUND LUG IN EACH SECTION. 150, 400, OR 600 PERCENT CURRENTS. TRANSFORMER MAGNETIZING INRUSH. ANSI TRANSFORMER WITHSTAND I. INSTALL GROUNDING CONDUCTORS IN ALL WIRING WHERE NON-METALLIC CONDUIT IS USED. PARAMETERS AND SIGNIFICANT SYMMETRICAL AND ASYMMETRICAL FAULT CURRENTS. TERMINATE DEVICE A. THIS SECTION INCLUDES METHODS AND MATERIALS FOR GROUNDING SYSTEMS AND EQUIPMENT. J. PROVIDE GROUND CONDUCTOR FROM MAIN TELEPHONE EQUIPMENT AND FRAME ROOM TO SAME GROUNDING CHARACTERISTIC CUFVES AT A POINT REFLECTING THE MAXIMUM SYMMETRICAL OR ASYMMETRICAL FAULT CURRENT 1.03 SUBMITTALS POINT THAT SERVES BUILDING EQUIPMENT SYSTEM GROUND. TO WHICH THE DEVICE IS EXPOSITED. S C LLC A PRODUCT DATA FOR EACH TYPE OF PRODUCT INDICATED. BUS, TERMINATE FEEDER AND BRANCH CIRCUIT INSULATED EQUIPMENT GROUNDING CONDUCTORS WITH GROUNDING LUG, F. INCLUDE COMPLETE FAULT CALCULATIONS AS SPECIFIED HEREIN FOR EACH PROPOS® AND ULTIMATE SOURCE ' BUS, OR BUSHING. COMBINATION. NOTE THAT SOURCE COMBINATIONS MAY INCLUDE PRESENT AND FUTURE SUPPLY CIRCUITS, LARGE <4 700 BOISSEAU AVE, SOUTHOLD, NY B. OTHER INIFORMATION& SUBMITTALS: PLANS SHOWING DIMENSIONED AS-BUILT LOCATIONS OF GROUNDING L TIGHTEN GROUNDING AND BONDING CONNECTORS AND TERMINALS, INCLUDING SCREWS AND BOLTS, IN MOTORS, OR GENERATORS AS NOTED ON DRAWING ONE-LINES. FEATURES SPECIFIED IN PART 3 'FIELD QUALITY CONTROL' ARTICLE, INCLUDING THE FOLLOWING:" 1. GROUND RODS. ACCORDANCE WITH MANUFACTURERS PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. G. SUBMIT QUALIFICATIONS OF INDIVIDUAL(S) WHO WILL PERFORM THE WORK FOR APPROVAL PRIOR To 2. GROUND RINGS. WHERE MANUFACTURER'S TORQUE REQUIREMENTS ARE NOT INDICATED, TIGHTEN CONNECTIONS TO COMPLY WITH COMMENCEMENT OF THE STUDIES. PROVIDE STUDIES IN CONJUNCTION WITH EQUIPMENT SUBMITTALS TO VERIFY � 3. GROUNDING ARRANGEMENTS AND CONNECTIONS FOR SEPARATELY DERIVED SYSTEMS. LIGHTENING TORQUE VALUES SPECIFIED IN UL 486A TO ASSURE PERMANENT AND ERFECTIVE GROUNDING. OFUIPMENT THE STUDYnTO THE OWNER.NGS REQUIRED. SUBMIT MAKE ALL ADDITIONS OR CHANGES AS REQUIRED BY THE EVIEWER. DELIVERY M. INSTALL BRAIDED TYPE BONDING JUMPERS WITH CODE-SIZED GROUND CLAMPS ON WATER METER PIPING TO C. QUALIFICATION DATA: FOR TESTING AGENCY AND TESTING AGENCY'S FIELD SUPERVISOR. ELECTRICALLY BYPASS WATER METERS. H. UTILIZE EQUIPMENT LOAD DATA FOR THE STUDY OBTAINED BY THE CONTRACTOR FROM CONTRACT DOCUMENTS, D. FIELD QUALITY-CONTROL TEST REPORTS. N. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND AND PROTECTIVE DEVICES IN SHORTEST AND INCLUDING CONTRACT ADDENDUMS ISSUED PRIOR TO BID OPENINGS. E OPERATION AND MAINTENANCE DATA: FOR GROUNDING TO INCLUDE THE FOLLOWING IN EMERGENCY. OPERATION, STRAIGHTEST PATHS AS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. I. INCLUDE FAULT CONTRIBUTION OF ALL MOTORS IN THE STUDY. NOTIFY THE ENGINEER IN WRITING OF CIRCUIT x; AND MAINTENANCE MANUALS: 0. APPLY CORROSION-RESISTANT FINISH TO FIELD-CONNECTIONS, BURIED METALLIC GROUNDING AND BONDING PROTECTIVE DEVICES NOT PROPERLY RATED FOR FAULT CONDITIONS. 1. INSTRUCTIONS FOR PERIODIC TESTING AND INSPECTION OF GROUNDING FEATURES AT GROUND RINGS, GROUNDING PRODUCTS, AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED, WHICH ARE J. PROVIDE SETTINGS FOR THE CHILLER MOTOR STARTERS OR OBTAIN FROM THE MECHANICAL CONTRACTOR, ER CONNECTIONS FOR SEPARATELY DERIVED SYSTEMS BASED ON NEIA MTS. NFPA 70B AND IEEE C2-2002 (ANSI). SUBJECTED TO CORROSIVE ACTION. INCLUDE IN THE STUDY PACKAGE. AND COMMENT. a. TESTS SHALL BE TO DETERMINE IF GROUND RESISTANCE OR IMPEDANCE VALUES REMAIN WITHIN P. INSTALL CLAMP-ON CONNECTORS ON CLEAN METAL CONTACT SURFACES, TO ENSURE ELECTRICAL CONDUCTIVITY` K. INCLUDE PHASE AND GROUND COORDINATION OF THE GENERATOR PROTECTIVE DEVICES. SHOW THE GENERATOR SPECIFIED MAXIMUMS, AND INSTRUCTIONS SHALL RECOMMEND CORRECTIVE ACTION IF THEY DO NOT. AND CIRCUIT INTEGRITY. DECREMENT CURVE AND DAMAGE CURVE ALONG WITH THE OPERATING CHARACTERISTIC OF THE PROTECTIVE ' b. INCWDE RECOMMENDED TESTING INTERVALS. Q. MAKE GROUND WIRES CONTINUOUS WITHOUT SPLICES. AVOID SOLDERED JOINTS IN ANY GROUND CONNECTION. DEVICES. OBTAIN THE INFORMATION FROM THE GENERATOR MANUFACTURER AND INCLUDE THE GENERATOR 1.04 QUA= ASSURANCE USE SOLDERL.ESS TYPE CONNECTORS, CLAMPS. ETC. ACTUAL IMPEDANCE VALUE. TIME CONSTANTS AND•CURRENT BOOST DATA IN THE STUDY. DO NOT USE TYPICAL. A. TESTING AAGENCY QUALIFICATIONS: AN INDEPENDENT AGENCY, WITH THE EXPERIENCE AND CAPABILITY TO R. GROUND INTERRUPTED METALLIC RACEWAYS WITH GROUND CONDUCTORS CONNECTED TO METALLIC RACEWAY AT VALUES FOR THE GENERATOR. CONDUCT THE TESTING INDICATED, THAT IS A MEMBER COMPANY OF THE INTER NATIONAL ELECTRICAL TESTING EACH END. L EVALUATE PROPER OPERATION OF THE GROUND RELAYS IN 4-WIRE DISTRIBUTIONS WITH MORE THAN ONE MAIN ASSOCIATION OR IS A NATIONALLY RECOGNIZED TESTING LABORATORY NRTL AS DEFINED BY OSHA IN S. BOND ALL CONDUCTIVE PIPING SYSTEMS IN THE BUILDINGS TO THE ELECTRICAL SYSTEM GROUND. MAKE SERVICE CIRCUIT BREAKER, OR WHEN GENERATORS ARE PROVIDED, AND DISCUSS THE NEUTRAL GROUND AND ( ) BONDING CONNECTIONS AS CLOSE AS PRACTICAL TO THE SERVICE EQUIPMENT GROUND BAR. GROUND FAULT CURRENT FLOWS DURING A NEURAL TO GROUND FAULT. 29 CFR 1910.7, AND THAT IS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. T. COMPLY WITH UTILITY COMPANY GROUND RESISTANCE REQUIREMENTS. 1. TESTING AGENCYS FIELD SUPERVISOR: PERSON CURRENTLY CERTIFIED BY THE INTER NATIONAL. ELECTRICAL TESTING U. WHERE EXPANSION FITTINGS OCCUR, PROVIDE INTERNAL CODE SIZE GROUND CONDUCTOR TERMINATING IN 2.02 STUDY REPORT ASSOCIATION TO SUPERVISE ON-SITE TESTING SPECIFIED IN PART 3. ADJACENT PULLING POINTS WITH GROUNDING BUSHINGS. A. THE RESULTS OF THE POWER 'SYSTEM STUDY SHALL BE SUMMARIZED IN A FINAL REPORT. SIX (6) BOUND B. ELECTRICAL COMPONENTS, DEVICES. AND ACCESSORIES: LISTED AND LABELED AS DEFINED IN NFPA 70. V. GROUNDING CONDUCTORS: ROUTE ALONG SHORTEST AND STRAIGHTEST PATHS POSSIBLE, UNLESS OTHERWISE COPIES OF THE FINAL REPORT SHALL BE SUBMITTED. ARTICLE 100. BY A TESTING AGENCY ACCEPTABLE TO AUTHORITIES HIVING JURISDICTION. AND MARKED FOR INDICATED OR REQUIRED BY CODE AVOID OBSTRUCTING ACCESS OR PLACING CONDUCTORS WHERE THEY MAYr B. INCLUDE THE FOLLOWING SECTIONS IN THE REPORT: INTENDED USE. BE SUBJECTED TO STRAIN, IMPACT, OR DAMAGE. 1. DESCRIPTION, PURPOSE. BASIS AND SCOPE OF STUDY AND SINGLE UNE DIAGRAM OF THAT PORTION OF POWER C. COMPLY WITH UL 467 FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT. W. GROUND RODS: DRIVE RODS UNTIL TOPS ARE 2 INCHES (50 MM) BELOW FINISHED FLOOR OR FINAL GRADE, SYSTEM D. STANDARDS COMPLIANCE COMPLY WITH REQUIREMENTS OF JEC UL AND EQ APPLICABLE NYC ELECTRICAL CODES, T UNLESS OTHERWISE INDICATED. 2. TABULATIONS OF CIRCUIT BREAKER, FUSE AND OTHER PROTECTIVE DEVICE RATINGS VERSUS CALCULATED SHORT IEEE STANDARDS PERTAINING TO ELECTRICAL. GROUNDING AND BONDING OF SYSTEMS, CIRCUITRY AND EQUIPMENT. PROVIDE GROUNDING AND BONDING PRODUCTS WHICH ARE UL LISTED AND LABELED FOR THEIR INTENDED USAGE. 1. INTERCONNECT GROUND RODS WITH GROUNDING ELECTRODE CONDUCTOR BELOW GRADE AND AS OTHERWISE CIRCUIT DUTIES AND COMMENTARY REGARDING SAME. . INDICATED, MAKE CONNECTIONS WITHOUT EXPOSITING STEEL OR DAMAGING COATING, IF ANY. 3. PROTECTIVE DEVICE TIME VERSUS CURRENT COORDINATION CURVES, TABULATIONS OR RELAY AND CIRCUIT BREAKER2. FOR GROUNDING ELECTRODE SYSTEM, INSTALL AT LEAST THREE RODS SPACED AT LEAST ONE-ROD LENGTH FROM �P SETTING, FUSE SELECTION AND COMMENTARY REGARDING SAME. ISSUE: PART 2 - P@4�7 EACH OTHER AND LOCATED AT LEAST THE SAME DISTANCE FROM OTHER GROUNDING ELECTRODES, AND CONNECT TO } 2.01 CONDUCTORS THE SERVICE GROUNDING ELECTRODE CONDUCTOR. 4. FAULT CURRENT CALCULATIONS INCLUDING A DEFINITION OF TERMS AND GUIDE FOR INTERPRETATION OF COMPUTER DESCRIPTION DATE BY X. BONDING STRAPS AND JUMPERS: INSTALL IN LOCATIONS ACCESSIBLE FOR INSPECTION AND MAINTENANCE, PRINTOUT. A. INSULATED CONDUCTORS: COPPER WIRE OR CABLE INSULATED FOR 600 V UNLESS OTHERWISE REQUIRED BEP Y EXCEPT WHERE ROUTED THROUGH SHORT LENGTHS OF CONDUIT. 5. PROTECTIVE DEVICE TESTING, CALIBRATION AND ADJUSTMENT SHALL BE PERFORMED BY AN INDEPENDENT ISSUED TO DOH 05.03.17 CP APPLICABLE CODE OR AUTHORITIES HAVING JURISDICTION. 1. BONDING TO STRUCTURE: BOND STRAPS DIRECTLY TO BASIC STRUCTURE, TAKING CARE NOT TO PENETRATE ANY ORGANIZATION THAT IS PROFESSIONALLY INDEPENDENT OF THE MANUFACTURERS, SUPPLIERS AND INSTALLERS OF THE ISSUED FOR CONSTRUCTION 05.05.17 CP B. BARE COPPER CONDUCTORS: ADJACENT PARTS. EQUIPMENT OF SYSTEMS BEING EVALUATED. ALL DEVICES ARE TO BE CALIBRATED AND ADJUSTED ACCORDING TO 1. SOLID CONDUCTORS: ASTM B 3. 2. BONDING TO EQUIPMENT MOUNTED ON VIBRATION ISOLATION HANGERS AND SUPPORTS: INSTALL SO VIBRATIONS RECOMMENDED SETTINGS IN THE POWER SYSTEM STUDY. THE NAME OF THE PROPOS® TESTING ORGANIZATION ISSUED FOR ADDENDUM 1 05.19.17 CP 2. STRANDED CONDUCTORS: ASTM B 8. NOT TRANSMITTED TO RIGIDLY MOUNTED EQUIPMENT. SHALL BE SUBMITTED FCR APPROVAL 3. TINNED CONDUCTORS: ASTM B 33. 3. USE EXOTHERMIC-WELDED CONNECTORS FOR OUTDOOR LOCATIONS, BUT IF A DISCONNECT-TYPE CONNECTION IS PLUMBING UPDATES 06.13.17 CP REQUIRED, USE A BOLTED CLAMP. PART 3 - EXECUTION 4. BONDING CABLE: 28 KCMIL., 14 STRANDS OF NO. 17 AWG CONDUCTOR, 1/4 INCH (6 MM) IN DIAMETER. REVISED PER DOH COMMENTS 07.11.17 CP 5. BONDING CONDUCTOR: NO. 4 OR NO. 6 AWG, STRANDED CONDUCTOR. Y. GROUNDING AND BONDING FOR PIPING: 1. METAL WATER SERVICE PIPE: INSTALL. INSULATED COPPER GROUNDING CONDUCTORS IN CONDUIT FROM BUILDING'S 3.01 APPROVAL S. BONDING JUMPER: COPPER TAPE. BRAIDED CONDUCTORS, TERMINATED WITH COPPER FERRULES; 1-5/8 INCHES (41 MAN SERVICE EQUIPMENT, OR GROUNDING BUS. TO MAAIN METAL WATER SERVICE ENTRANCES TO BUILDING. CONNECT ISSUED FOR DOB APPROVAL 03.23.18 CP MM) WIDE AND 1/16 INCH (1.6 MM) THICK. A. COPIES OF THE FINAL REPORT SHAM BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW. GROUNDING CONDUCTORS TO MAIN METAL WATER SERVICE PIPES, USING A BOLTED CLAMP CONNECTOR OR BY B. NECESSARY FIELD SETTINGS OF DEVICES AND ADJUSTMENTS AND MINOR MODIFICATIONS TO EQUIPMENT TO 7. TINNED BONDING JUMPER: TINNED-COPPER TAPE. BRAIDED CONDUCTORS, TERMINATED WITH COPPER FERRULES; BOLTING A LUG-TYPE CONNECTOR TO A PIPE FLANGE:. USING ONE OF THE LUG BOLTS OF THE FLANGE WHERE A ACCOMPLISH CONFORMANCE WITH THE APPROVED SHORT CIRCUIT AND PROTECTIVE DEVICE COORDINATION STUDY 1-5/8 INCHES (41 MM) WIDE AND 1/16 INCH (1.6 MM) THICK. DIELECTRIC MAIN WATER FITTING IS INSTALLED, CONNECT GROUNDING CONDUCTOR ON STREET SIDE OF FITTING. SHALL BE CARRIED OUT BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. C. GROUNDING BUS: RECTANGULAR BARS OF ANNEALED COPPER. 1/4 BY 2 INCHES (6 BY 50 MM) CROSS BOND METAL GROUNDING CONDUCTOR CONDUIT OR SLEEVE lO CONDUCTOR AT EACH END. SECTION. UNLESS OTHERWISE INDICATED; WITH INSULATORS. 2. BOND EACH ABOVEGROUND PORTION OF GAS PIPING SYSTEM DOWNSTREAM FROM EQUIPMENT SHUTOFF VALVE. D. SERVICE AND DISTRIBUTION SYSTEM: AS PER APPUCABLE ELECTRICAL CODES. Z. BONDING INTERIOR METAL DUCTS: BOND METAL AIR DUCTS TO EQUIPMENT GROUNDING CONDUCTORS OF END OF SECTION E. OUTDOOR METALLIC EQUIPMENT: BARE #1/0 STRANDED COPPER CABLE, UNLESS OTHERWISE NOTED. ASSOCIATED FANS, BLOWERS, ELECTRIC HEATERS, AND AIR CLEANERS. INSTALL TINNED BONDING JUMPER TO F. MAIN TELEPHONE SERVICE EQUIPMENT: INSULATED NO. 2. COPPER. BOND ACROSS FLEXIBLE DUCT CONNECTIONS TO ACHIEVE CONTINUITY. AA. LIFER GROUND (CONCRETE-ENCASED GROUNDING ELECTRODE): FABRICATE ACCORDING TO NFPA 70, PARAGRAPH 2.02 GROUND CLAMPS 250-81(C). USING A MINIMUM OF 20 FEET OF BARE COPPER CONDUCTOR NOT SMALLER THAN NO. 4 AWG. IF A. BRONZE SOLDERLESS TYPE WITH BRONZE SCREWS SUITABLE FOR RECEIVING REQUIRED OR NOTED CONDUCTORS. CONCRETE FOUNDATION IS LESS THAN 20 FEET LANG, COIL EXCESS CONDUCTOR WITHIN THE BASE OF THE 2.03 CONNECTORS FOUNDATION. BOND GROUNDING CONDUCTOR TO REINFORCING STEEL. IN AT LEAST FOUR LOCATIONS AND TO A LISTED AND LABELED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCEPTABLE TO AUTHORITIES HAVING ANCHOR BOLTS. EXTEND GROUNDING CONDUCTOR BELOW GRADE AND CONNECT TO BUILDING GROUNDING GRID JURISDICTION FOR APPLICATIONS IN WHICH USED. AND FOR SPECIFIC TYPES, SIZES, AND COMBINATIONS OF OR TO A GROANING ELECTRODE EXTERNAL TO CONCRETE. CONDUCTORS AND OTHER ITEMS CONNECTED. B. INACCESSIBLE: EXOTHERMIC GADWELD TYPE PROCESS. 3.04 FIELD QUALITY CONTROL C. ACCESSIBLE: MECHANICAL PRESSURE TYPE CONNECTORS FOR CONDUCTORS AND PIPES: COPPER OR COPPER BB. TESTING AGENCY: ENGAGE A QUALIFIED TESTING AND INSPECTING AGENCY TO PERFORM THE FOLLOWING FIELD ALLOY, BOLTED PRESSURE-TYPE, WITH AT LEAST TWO BOLTS. TESTS AND INSPECTIONS AND PREPARE TEST REPORTS: 1. PIPE CONNECTORS: CLAMP TYPE, SIZED FOR PIPE. BC. PERFORM THE FOLLOWING TESTS AND INSPECTIONS AND PREPARE TEST REPORTS: 2.04 GROUNDING ELECTRODES 1. AFTER INSTALLING GROUNDING SYSTEM BUT BEFORE PERMANENT ELECTRICAL. CIRCUITS HAVE BEEN ENERGIZED, TEST FOR COMPLIANCE WITH REQUIREMENTS. A. GROUND RODS: ZINC-COATED, SECTIONAL TYPE; 3/4 INCH BY10 FEET (19 MM BY 3 M) IN DIAMETER. 2. TEST COMPLETED GROUNDING SYSTEM AT EACH LOCATION WHERE A MAXIMUM GROUND-RESISTANCE LEVEL IS 1. BACKFILL MATERIAL ELECTRODE MANUFACTURER'S RECOMMENDED MATERIAL. SPECIFIED, AT SERVICE DISCONNECT ENCLOSURE GROUNDING TERMINAL AND AT INDIVIDUAL GROUND RODS, MAKE 2.05 INSTALLATION OF WIRE AND CABLE TESTS AT GROUND RODS BEFORE ANY CONDUCTORS ARE CONNECTED. A PROVIDE IhhRE AND CABLE OF SIZES AS INDICATED ON DRAWINGS OR AS REQUIRED BY NEC, WHICHEVER IS a. MEASURE GROUND RESISTANCE NOT LESS THAN TWO FULL DAYS AFTER LAST TRACE OF PRECIPITATION LARGER. AND WITHOUT SOIL BEING MOISTENED BY ANY MENS OTHER THAN NATURAL DRAINAGE OR SEEPAGE AND WITHOUT CHEMICAL TREATMENT OR OTHER ARTIFICIAL MEANS OF REDUCING NATURAL GROUND B. INSTALL WITH AS FEW SPLICES AS POSSIBLE. RESISTANCE C. SUITABLY PROTECT CABLE AGAINST DAMAGE DURING CONSTRUCTION AND REPLACE OR SUITABLY REPAIR IF b. PERFORM TESTS BY FALL-OF-POTENTIAL METHOD ACCORDING TO IEEE 81. DAMAGED. 3. PREPARE DIMENSIONED DRAWINGS LOCATING EACH TEST WELL.. GROUND ROD AND GROUND ROD ASSEMBLY, AND D. IN EXPOSED INSTALLATIONS: OTHER GROUNDING ELECTRODES. IDENTIFY EACH BY LETTER IN ALPHABETICAL ORDER, AND KEY TO THE RECORD OF DO NOT SCALE PLANS 1. ROUTE ALONG THE WEBS OF COLUMNS AND BEAMS. AND IN CORNERS WHERE POSSIBLE FOR MAXIMUM PHYSICAL TESTS AND OBSERVATIONS. INCLUDE THE NUMBER OF RODS DRIVEN AND THEIR DEPTH AT EACH LOCATION, AND ' PROTECTION. INCLUDE OBSERVATIONS OF WEATHER AND OTHER PHENOMENA THAT MAY AFFECT TEST RESULTS. DESCRIBE 2. ROUTE SO AS TO BE VISIBLE AND ACCESSIBLE INSOFAR AS POSSIBLE. MEASURES TAKEN To IMPROVE TEST RESULTS. ARCHITECT OF RECORD 3. SUPPORT AT INTERVALS OF 3 FEET DR LESS WITH CLAMP-TYPE SUPPORTS. C. REPORT MEASURED GROUND RESISTANCES THAT EXCEED THE FOLLOWING VALUES: 1. POWER AND LIGHTING EQUIPMENT OR SYSTEM WITH CAPACITY 500 KVA AND LESS: 10 OHMS. T e rj e s e n Associates, Architects PART 3 - EZSEClD1QN 2. POWER DISTRIBUTION UNITS OR PANELBOARDS SERVING ELECTRONIC EQUIPMENT: 3 OHM(S). D. EXCESSIVE GROUND RESISTANCE: IF RESISTANCE TO GROUND EXCEEDS SPECIFIED VALUES, NOTIFY ARCHITECT 248 West 35th Street 11th Floor New York, NY 10001 3.01 APPLICATIONS PROMPTLY AND INCLUDE RECOMMENDATIONS TO REDUCE GROUND RESISTANCE 212.239.1526 Fax: 212,736.7899 A CONDUCTORS: INSTALL SOLID CONDUCTOR FOR NO. 8 AWG AND SMALLER AND STRANDED CONDUCTORS FOR NO. 6 AWG AND LARGER, UNLESS OTHERWISE INDICATED. END OF SECTION E-mail: info@terjesenarchitects.com B. UNDERGROUND GROUNDING CONDUCTORS: INSTALL BARE COPPER CONDUCTOR, NO. 2/0 AWG MINIMUM. 1. BURY AT LEAST 24 INCHES (600 MM) BELOW GRADE : .. <:. .:: .. :.. �. .. .:« .. .... 2. DUCT-BANK GROUNDING CONDUCTOR: BURY 18 INCHES ABOVE DUCT BANK WHEN INDICATED AS PART OF MECHANICAL ENGINEER DUCT-BANK INSTALLATION. C. GROUNDING BUS: INSTALL IN ELECTRICAL AND TELEPHONE EQUIPMENT ROOMS, IN ROOMS HOUSING SERVICE EP EM611MIG EQUIPMENT, AND ELSEWHERE AS INDICATED. SHORT CIRCUIT/COORDINATION STUDY 110 William Street 32nd Floor New York, NY 10038 1. INSTALL BUS ON INSULATED SPACERS 1 INCH (25 MM), MINIMUM FROM WALL. 6 INCHES (150 MM) ABOVE FINISHED PART 1 _ GENERAL FLOOR, UNLESS OTHERWISE INDICATED. 212.257.6190 Fax: 212.994.8091 2. WHERE INDICATED ON BOTH SIDES OF DOORWAYS, ROUTE BUS UP TO TOP OF DOOR FRAME, ACROSS TOP OF 1.01 SCOPE DOORWAY, DOINN TO SPECIFIED HEIGHT ABOVE FLOOR, AND CONNECT TO HORIZONTAL BUS. www.EPENGINEERING.com A POWER SYSTEM SHORT CIRCUIT COORDINATION STUDY TO BE PERFORMED BY AN INDEPENDENT, QUALIFIED THIRD {' D. CONDUCTOR TERMINATIONS AND CONNECTIONS: / ..... : ... . _._.....__.............._ 1. PIPE AND EQUIPMENT GROUNDING CONDUCTOR TERMINATIONS: BOLTED CONNECTORS. PARTY FIRM OR THE EQUIPMENT MANUFACTURER. STRUCTURAL ENGINEER 2. UNDERGROUND CONNECTIONS: WELDED CONNECTORS. B. THE STUDIES SHALL BE SUBMITTED TO THE DESIGN ENGINEER PRIOR TO RECEIVING FINAL APPROVAL OF THE Engineering Firm 3. CONNECTIONS TO GROUND RODS: BOLTED CONNECTORS. DISTRIBUTION EQUIPMENT SHOP DRAWINGS AND/OR PRIOR TO RELEASE OF EQUIPMENT FOR MANUFACTURING. IF 4. CONNECTIONS TO STRUCTURAL STEEL WELDED CONNECTORS. FORMAL COMPLETION OF THE STUDIES MAY CAUSE DELAY IN EQUIPMENT MANUFACTURING, APPROVAL FROM THE Address ENGINEER SHALL BE OBTAINED FOR A PREIMINARY SUBMITTAL OF SUFFICIENT STUDY DATA TO ENSURE THAT THE 3.02 EQUIPMENT GROUNDING SELECTION OF DEVICE RATINGS AND CHARACTERISTICS WILL BE SATISFACTORY. Phone Fax: A INSTALL 114SULATED EQUIPMENT GROUNDING CONDUCTORS WITH ALL FEEDERS AND BRANCH CIRCUITS. C. THE STUDIES SHALL INCLUDE ALL PORTIONS OF THE ELECTRICAL DISTRIBUTION SYSTEMS FROM THE POWER B. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS WITH THE FOLLOWING REIMS, IN ADDITION TO THOSE SOURCE, DOWNSTREAM TO AND INCLUDING THE SMALLEST ADJUSTABLE TRIP CIRCUIT BREAKER IN THE E-mail: REQUIRED BY NFPA 70: DISTRIBUTION SYSTEM. NORMAL AND EMERGENCY SYSTEM CONNECTIONS SHALL BE ADEQUATELY COVERED IN THE 1. FEEDERS AND BRANCH CIRCUITS. STUDY. ` PROJECT 2. LIGHTING CIRCUITS. D. THE QUALIFIED FIRM SHALL HAVE ACCEPTABLE EXPERIENCE IN THE SHORT CIRCUIT AND SELECTIVE COORDINATION R 3. RECEPTACLE CIRCUITS. ANALYSIS FOR HIGH, MEDIUM AND LOW VOLTAGE POWER SYSTEMS' EVALUATION. THE STEIEnr SHALL BE SOUTHOLD A S C 4. SINGLE-PEASE: MOTOR AND APPLIANCE BRANCH CIRCUITS. PERFORMED, STAMPED AND SIGNED BY A REGISTERED PROFESSIONAL ENGINEER. CREDENTIALS OF THE 5. THREE-PHASE MOTOR AND APPLIANCE BRANCH CIRCUITS. INDIVIDUAL(S) PERFORMING THE STUDY AND BACKGROUND OF THE FIRM SHALL BE SUBMITTED TO THE SYSTEM 6. FLEXIBLE RACEWAY RUNS. ANALYSIS IS REQUIRED FOR THE INDIVIDUAL IN CHARGE OF THE PROJECT. 700 B O I S S EAU AVENUE 7. ARMORED AND METAL-CLAD CABLE RUNS. E THE FIRM PERFORMING THE STUDY SHOULD DEMONSTRATE CAPABILITY AND EXPERIENCE TO PROVIDE ASSISTANCE SOUTHOLD, NY 8. COMPUTER AND RACK-MOUNTED ELECTRONIC EQUIPMENT CIRCUITS: INSTALL INSULATED EQUIPMENT GROUNDING DURING START UP AS REQUIRED. CONDUCTOR IN BRANCH-CIRCUIT RUNS FROM EQUIPMENT-AREA POWER PANELS AND POWER-DISTRIBUTION UNITS. 1.02 DATA COLLECTION FOR THE STUDY C. AIR-DUCT EQUIPMENT CIRCUITS: INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTOR TO DUCT-MOUNTED A THE CONTRACTOR SHALL PROVIDE THE REQUIRED DATA FOR PREPARATION OF THE STUDIES. THE ENGINEER ELECTRICAL DEVICES OPERATING AT 120 V AND MORE, INCLUDING AIR CLEANERS. HEATERS. DAMPERS. . ...: ,- PERFORMING THE SYSTEM STUDIES SHALL FURNISH THE CONTRACTOR WITH A LISTING OF THE REQUIRED DATA DRAWING TITLE HUMIDIFIERS, AND OTHER DUCT ELECTRICAL EQUIPMENT. BOND CONDUCTOR TO EACH UNIT AND TO AIR DUCT IMMEDIATELY AFTER AWARD OF THE CONTRACT. AND CONNECTED METALLIC PIPING. ELECTRICAL D. WATER HEATER, HEAT-TRACING, AND ANTIFTROST HEATING CABLES: INSTALL A SEPARATE INSULATED EQUIPMENT B. THE CONTRACTOR SHALL EXPEDITE COLLECTION OF THE DATA TO ASSURE COMPLETION OF THE STUDIES AS GROUNDING CONDUCTOR TO EACH ELECTRIC WATER HEATER AND HEAT-TRACING CABLE. BOND CONDUCTOR TO REQUIRED FOR FINAL APPROVAL OF THE DISTRIBUTION EQUIPMENT SHOP DRAWINGS AND/OR PRIOR M RELEASE SPECIFICATIONS HEATER UNITS, PIPING, CONNECTED EQUIPMENT. AND COMPONENTS. OF THE EQUIPMENT MANUFACTURE. E. SIGNAL A14D COMMUNICATION EQUIPMENT. FOR TELEPHONE, ALARM. VOICE AND DATA. AND OTHER �� O F COMMUNICATION EQUIPMENT, PROVIDE NO. 4 AWG MINIMUM INSULATED GROUNDING CONDUCTOR IN RACEWAY FROM GROUNDING ELECTRODE SYSTEM TO EACH SERVICE LOCATION. TERMINAL CABINET. WIRING CLOSET, AND PART 2 - PRODUCTS CENTRAL. EQUIPMENT LOCATION. 2.01 SHORT CIRCUIT AND PROTECTIVE DEVICE EVALUATION AND COORDINATION STUDY 1. SERVICE AND CENTRAL EQUIPMENT LOCATIONS AND WIRING CLOSETS: TERMINATE GROUNDING CONDUCTOR ON A 1/4-EY-2-Mr-12-INCH (6-BY-50-BY-300-MM) GROUNDING BUS. A THE SHORT CIRCUIT STUDY SHALL BE PERFORMED WITH THE AID OF A DIGITAL COMPUTER PROGRAM AND SHALL DATE BE IN ACCORDANCE WITH THE LATEST APPLICABLE IEEE AND ANSI STANDARDS. 2. TERMINAL CABINETS: TERMINATE GROUNDING CONDUCTOR ON CABINET GROUNDING TERMINAL. B. IN THE SHORT CIRCUIT STUDY. PROVIDE CALCULATION METHODS AND ASSUMPTIONS, THE BASE PER UNIT 7/7/17 3.03 INSTALLATION QUANTITIES SELECT®, ONE-UNE DIAGRAMS. SOURCE IMPEDANCE DATA INCLUDING POWER COMPANY SYSTEM A. INSTALL ELECTRICAL GROUNDING AND BONDING SYSTEMS AS INDICATED IN ACCORDANCE WITH MANUFACTURER'S CHARACTERISTICS, TYPICAL CALCULATIONS, TABULATIONS OF CALCULATION QUANTITIES AND RESULTS, PROJECT NUMBER INSTRUCTIONS. REQUIREMENTS OF APPLICABLE STANDARDS. NECA'S "STANDARD OF INSTALLATION.' AND IN CONCLUSIONS, AND RECOMMENDATIONS. CALCULATE SHORT CIRCUIT INTERRUPTING AND MOMENTARY (WHEN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT INSTALLATION COMPLIES WITH APPLICABLE) DUTIES FOR AN ASSUMED 3-PHASE BOLTER FAULT AT EACH SUPPLY SWITCHGEAR LINEUP, UNIT 2017.025 REQUIREMENTS AND SERVES INTENDED FUNCTION. SUBSTATION PRIMARY AND SECONDARY TERMINALS. LAW-VOLTAGE SWITCHGEAR LINEUP. SWITCHBOARD, MOTOR N B. ALL RECEPTACLE BRANCH CIRCUITS, LIGHTING BRANCH CIRCUITS, AND ALL FEEDERS SPALL BE PROVIDED WITH A CONTROL CENTER. DISTRIBUTION PANELBOARD, PERTINENT BRANCH CIRCUIT PANELBOARD, AND OTHER SIGNIFICANT DRAWN BY SEPARATE GROUNDING CONDUCTOR INSTALLED IN THE SAME CONDUIT AS PHASE CONDUCTORS. LOCATIONS THROUGHOUT THE SYSTEM. PROVIDE A GROUND FAULT CURRENT STUDY FOR THE SAME SYSTEM JV C. COORDINATE AS NECESSARY TO INTERFACE INSTALLATION OF ELECTRICAL GROUNDING AND BONDING SYSTEM AREAS, INCLUDING THE ASSOCIATED ZERO SEQUENCE IMPEDANCE DATA INCLUDE IN TABULATIONS FAULT WORK WITH OTHER WORK. IMPEDANCE, X TO R RATIOS, ASYMMETRY FACTORS, MOTOR CONTRIBUTION, SHORT CIRCUIT KVA, AND RSD ARC SCALE D. GROUND THE ELECTRICAL INSTALLATION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: ELECTRICAL SERVICE SYMMETRICAL AND ASYMMETRICAL FAULT CURRENTS. u �.�� :,rt�� AS NOTED ES SYSTEM NEUTRAL, CONDUIT SYSTEM FOR LIGHT AND POWER G SWITCHGEAR HOUSINGS, CABINETS AND NEUTRALS C. IN THE PROTECTIVE DEVICE COORDINATION STUDY, PROVIDE TIME-CURRENT CURVES GRAPHICALLY INDICATING THE ¢' OF TRANSFORMERS. MOTOR FRAM . HOUSING OF ALARM AND CONTROL PANELS AND ASSOCIATED DEVICES, COORDINATION PROPOSED FOR THE SYSTEM, CENTERED ON CONVENTIONAL. FULL-SIZE. LOG-LOG FORMS, LIGHTING FIXTURES, EMERGENCY DISTRIBUTION SYSTEM. TELEPHONE SYSTEM. SMOKE, SPRINKLER LIFE SAFETY INCLUDE WITH EACH CURVE SHALL A COMPLETE TITLE AND ONE-LINE DIAGRAM WITH LEGEND IDENTIFYING THE �j �' �n DRAWING NUMBER SYSTEM, COMMUNICATIONS AND SECURITY SYSTEM, MOTOR CONTROL CENTERS. INDIVIDUAL STARTERS AND OTHER SPECIFIC PORTION OF THE SYSTEM COVERED BY THAT PARTICULAR CURVE SHEET. INCLUDE A DETAILED * rn NON-CURRENT CARRYING METAL PARTS OF ELECTRICAL EQUIPMENT. DESCRIPTION OF EACH PROTECTIVE DEVICE IDENTIFYING ITS TYPE, FUNCTION, MANUFACTURER, AND TIME-CURRENT CHARACTERISTICS. TABULATE RECOMMENDED DEVICE TAP TIME DIAL, PICKUP. INSTANTANEOUS, 26S E. FROM THE: GROUND BUS ASSEMBLY CONNECT COPPER INSULATED CABLE IN CONDUIT TO THE BUILDING SERVICE AND TIME DELAY D GROUND GRID, IN GALVANIZED STEEL CONDUIT TO COLD WATER SERVICE PIPE. AND TO BUILDING STEEL USING A SETTINGS. ,9 40 E=80100 SUITABLY SIZED GROUND CLAMPS. CONNECT ON THE COLD WATER PIPE AHEAD OF METER AND SHUT OFF D. INCLUDE ON THE CURVE SHEETS POWER COMPANY RELAY AND FUSE CHARACTERISTICS, SYSTEM MEDIUM VOLTAGE OF N VALVE TO RECEIVE THE GROUND CONDUCTORS. EQUIPMENT RELAY AND FUSE CHARACTERISTICS, LAW VOLTAGE EQUIPMENT CIRCUIT BREAKER TRIP DEVICE SEAL SHEETNO: 17 OF 17 ..... ....... .;:v::::: .. ............ .. .,.�vr. :::::..: .KY •' �vhkS`�':r... ..oy.�: :::5�;:::::;.. .,.:y�.:. ....p�.n. ;.�.f.:. :.vK:::::. .: r''" :.: :? .:i r .'w�a�'.�.! ...:� km..,.,.,,.r::,.,.:,N„rry rRr.F.,::'::�.::::?!:c .:�C„1....:':.>:.sv: . ..- '::".'CI.::' '":'>,,�.,r::.. .:.`? ", .::, :: ^.:r..,,�.. ..,tom: . ..r >.. ., ........ .. .. ...., v .. .. ::- .. ........... �' ...n\\.... . ..... .... 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Fixture Fixtures Watt. __ _ _ 32-Patient Toilet 39(Common Space Types:Restrooms) 35 0.98 34 Compact Fluorescent 1 copy 1:L5:CFL Downlight:Other:Electronic: 1 4 17 68 x; LED 1 copy 5:L2:2x2 LED:LED Panel 38W: 1 4 37 150 Sub Sterile 30(Healthcare Facility Medical Supply 38 sq.ft.)) � "" 33-General Equip.Storage 36(Common Space Types:Storage>=50-<=1000 sq.ft.) 63 0.63 40 LED 1 copy 24:L2:2x2 LED:LED Panel 38W: 1 1 37 37 34-Semi Restricted Corridor 25(Healthcare Facility:Corridor/Transition>=8 ft wide) 262 0.79 207 S C LLC I Patient Lockers 10&Patient Changing 11 (Common S ap Ce Types'Locker Room 62 s%ft.) ' CWR/sterilization 31 >rHealthcare Facili :Medical Supply 44 s� 11 t 35-Sterile Storage 26 Healthcare Facility:Medical Supply) 101 0.74 75 LED 1 copy 6:L2:2x2 LED:LED Panel 38W: 1 2 37 75 i n�,�/ Project Information i 9 ( Y ppy LED 1 copy 25:L2:2x2 LED:LEO Pane138W: 1 1 37 37 700 BOISSEAU AVE SOUTHOLD NY 1. . i 36-Class B OR 27 Healthcare Facility::0 Operating Room 280 2.48 694 a ( Y P 9 ) ere:opLReEQtr�12-(Healttdcagf-ac)lity_R gQvve_r _1473 Q,ft " oo � Energy Code: 2015 IECC ` Anesthesia 32(Healthcare FacilityMedical Supply 38 s°ft) � -I °-•�- �^ .- R":° 1 °1--1--a- ....: °< 37-Class B OR 28(Healthcare Facility:Operating Room) 273 2.48 677 Compact Fluorescent 1 copy 2:L5:CFL Downlight:Other:Electronic: 1 3 17 51 . Project Title: North For SC,LLC LEO 1 co LED 1 copy 26:L2:2x2 LED:LED Panel 38W: 1 1 37 37 I 38-Soiled Work Room 29(Healthcare Facility:LaundryNYashing) 54 0.60 32 € copy L2:2x2 LED:LED Panel 38W: 1 27 37 1010 Project Type: Alteration Genera gQip_St ra 3(Comm, n ace TYpe�_Storaye>= 0-<=1040_sq ft.42 sg t 39-Sub Sterile 30(Healthcare FacilityMedical Supply) 38 0.74 28 Soiled Holding 20(Healthcare Facility:Laundry/Washina 31 sq.ft.) 40-CWR/Sterilization 31(Healthcare FacilityMedical Supply) 44 0.74 33 LED 1 copy 8:L2:2x2 LED:LED Panel 38W: 1 1 37 37 f LED 1 copy 27:L2:2x2 LED:LED Panel 38W: 1 1 37 37 41-Anesthesia 32(Healthcare FacilityMedical Supply) 38 0.74 ZS Clean L'+nen 1 (Common�pace�yes:Storage<50 sq.ft. 12 sq f�) Staff Changi�a 34(Gammon Space Types Locker Room 37 sq ft 1 Construction Site: Owner/Agent: Designer/Contractor: € LED 1 copy 28:L2:2x2 LED:LEO Panel 38W: 1 1 37 37 700 Boisseau gave Robert McGee I 42-General Equip.Storage 33(Common Space Types:Storage> 50-<=1000 sq.ft.) 42 0.63 26 LED 1 copy 9:L2:2x2 LED:LED Panel 38W: 1 1 37 37 Southhold,NY 11971 EP Engineering 43-Staff Changing 34(Common Space Types:Locker Room) 37 0.75 28 Staff Storage 18 Common Space Types:Storage<50 sq.ft. 30 s .ft.) Staff Locker Room 35(Common Spa-dynes Locker Room 77c ft) :: : ::: 3 ; 1:2x2 LED:LED Panel 70W: 1 1 69 69 < LED 1 copy 19:L 110 William Street I 44-Staff Locker Room 35(Common Space Types:Locker Room) 77 0.75 58 i LED 1 copy'0:L2:2x2 LED:LED Panel 38W: 1 1 37 37 ; - ' 32nd Floor Total Proposed Watts= 6327 ". Total Allowed Watts= 7382 : a Patient Toilet 22 Common Space Types: 37 s ft New York, NY 10038 t ( P Yp g• € ... `� \� .. .< r m r .. .n i LED 1 copy 1:L2:2x2 LED:LED Panel 38W: ' 1 1 37 37 :` >; � \ r�w\w,> ��z;�\ �< \ � � ' �. � Pro osed Interior Li htin Power s.�o� \\, . Scope Process 16(Healthcare Facility: Supper 78 sa.ft.) \�\\ % A B C D E i Interior Lighting Compliance Statement LED 1 copy'2:L2:2x2 LED:LED Panel 38W: 1 2 37 75 Allowed Interiiar Lighting Power Fixture ID:Description!Lamp/Wattage Per Lamp/Ballast Lamps( #of Fixture (C X D) General E°ui ment Storage 17 Healthcare Facilit Medical Supply 62 sq.ft.) Compliance Statement: The proposed interior lighting alteration project represented in this document is consistent with the I I Fixture Fixtures Watt. F' 9 ( Y' l2P Y A B C D i building plans,specifications,and other calculations submitted with this permit application.The proposed interior lighting LED 1 copy'3:L2:2x2 LED:LED Panel 38W: 1 2 37 75 l101 Area Category Floor Area Allowed Allowed Watts ConferencelMultipurpose 07(Common S ap ce Types:ConferencelMeeting/Multipurpose 112 sa.ft.) systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.5.1 and to comply with any ft2 Watts!ft2 BXC , Gross Decon 15(Healthcare Facility'Med]cal_rpVl_34 sq•ft,) applicable mandatory requirements listed in the Inspection Checklist. ( ) ( ) i Linear Fluorescent 1 copy 5:L2:2x2 Fluorescent:24"T8U 32W:Electronic: 2 3 37 112 �? f LED 1 copy'4:L2:2x2 LED:LED Panel 38W: 1 1 37 37 13-Conference/MUltipurpose 07(Common Space 112 1.23 138 AccessoCy�torage 001 (Common Space Types•Storage>=1000 sq ft 1541 sa ftp Anteroom 14 J Healthcare Facilit Corridor/Transition<8 ft wide 27 s ft. Y q.) Name-Title 5i Types:Conference/Meeting/Multipurpose) Linear Fluorescent 1 copy 1:L10:2x4 Fluorescent:48"T8 32W(Super T8):Electronic: 2 11 64 704 i i gnature Date t LED 1 copy'5:L2:2x2 LED:LED Panel 38W: 1 1 37 37 ; 1-Accessory Storage 001(Common Space Types:Storage>=1000 sq.ft.) 1541 0.63 971 Mech 001 Common ace es:ElectriGal/Mechanical 266 s ft.l 2-Mech 001 Common Space Types: 266 0.95 253 ( -gyp q Endo 13(Healthcare Facility:0 orating Room 226 sq ft.) ( P YP ) Linear Fluorescent 1 copy 1:L4:1x4 Fluorescent:48"T8 32W(Super TS):Electronic: 2 2 64 128 LED 1 copy'6:L1:2x2 LED:LED Panel 70W: 1 3 69 206 I i 3-ATS 001(Common Space Types:Electrical/P:Aechanical) 42 0.95 40 >___,�\_ AT$OOLLCorant4iLzpacesypes�ElectrjcaM-ec oWical 42 sa,ft 1 Vestibule 41 (Healthcare Facility:Corridor/Transition<8 ft wide 22 sa.ft.) e I 4-Water Room(Common Space Types:Electrical/Mechanical) 86 0.95 82 ' Linear Fluorescent 1 copy 2:L4:1x4 Fluorescent:48"T8 32W(Super T8):Electronic: 2 1 64 64 ; aT�hZ i t I LED 1 copy'6:L2:2x2 LED:LED Panel 38W: 1 1 37 37 ; 5-Sprinker Booster Pump(Common Space Types:Electrical/Mechanical) 100 0.95 95 Water Room(Common Sace Types:Electrical/Mechanical 86 sq.ft.) I 6-Vacuum 002(Common Space Types:Electrical/Mechanical) 88 0.95 84 Linear Fluorescent 1 copy 3:L4:1x4 Fluorescent:48"T8 32W(Super T8):Electronic: 2 1 64 64 E14r�ge 42_(5 omm2n�p-acQ Type� to�ge<SQsg.ft.26 sq ft) 7-Vestibule 01 Common Space T es:Lobb General 80 0.90 72 LED 1 copy'7:L2:2x2 LED:LED Panel 38W: 1 1 37 37 1 ( P YP Y ) j 8-Reception 03 Common Space T es Lobb General 96 0.90 86 E Sprinker Booster Pump(Common S ap_ce Types:Electncal/Mechanical 100 so-ft.) ^, ><•':«`; .:..:::_.�,':r,�,.� , � s""'�w,.,�"`,'n.,,�.,x<' 'v' .",,, :' .. :>. w„'." '.. �„ a I p ( yp y_ ) Staff Lounge 38(Healthcare Facility'Lounge(Breakroom 133 sgftl s' Linear Fluorescent 1 copy 4:L4:1x4 Fluorescent:48"T8 32W(Super T8):Electronic: 2 1 64 64 9-Administration 04(Common Space Types:Office-Enclosed) 43 1.11 48 i LED 1 copy'7:L1:2x2 LED:LED Panel 70W: 1 3 69 206 e+e+ Vacuum 002(Common Space Types•Electrical/Mechanical 88 sq,ft) i I �7�7 U E. 10-Waiting 02(Common Space Types:Lobby•General) 366 0.90 329 rn pL37( {eat t(hc re Fa i it�,C'QrC1aU_T1ao5iti-Qn<8 ft_yv_jde_K sgTt.} 11-Public Toilet ORi(Common Space Types:Restr°oms} 36 0.98 35 Linear Fluorescent 1 copy 5:L4:1x4 Fluorescent:a8"T8 32W(Super T8):Electronic: 2 1 fi4 64 I . LED 1 copy'8:L2:2x2 LED:LED Panel 38W: 1 3 37 112 DESCRIPTION DATE BY s 12-Exam 06 Healthcare Facility:Exam/Treatment 88 1.66 146 Vesti.ptale Qi L�QtILm4rt$page Types;��b r�C neral$0 sq ft,j, Staff Toilet/Shower 21 Common Space T pes:Restrooms 51 so.ft.) iI. s ( Y ) ( �Y ) Compact Fluorescent 1:L5:CFL Downlight:Other:Electronic: 1 4 17 68 Com ISSUED TO DOH 05,03.17 CP i 14-Office 08(Common Space Types:Office-Enclosed) 124 1.11 138 I pact Fluorescent 1 copy 2:L5:CFL Downlight:Other:Electronic: 1 1 17 17 I 15-Nurse/Med Dist.Station 09(Healthcare Facility:Nurses Station) 73 0.71 52 Re ion 0.�U CQmmon Space Ty ep S Labby-General 96 sq.f,) LED 1 copy'9:L2:2x2 LED:LED Panel 38W: 1 1 37 37 16-Patient Compact Fluorescent 1 copy 1:L5:CFL Downlight:Other:Electronic: 1 6 17 102 € ISSUED FOR CONSTRUCTION 05.05.17 CP Lockers 10&Patient Changing 11(Common Space Types:Locker Room) 62 0.75 46 Patient Toilet 39(Common Space TypeS'Restrooms 35 s°.ft) 17-Pre-op/Recovery 12(Healthcare Facility:Recovery) 1473 1.15 1694 Administration.0 _(_Comrrlon._SpaCe._Iypes:Offce..-_Enc[oSed..4.3.sq,ft,) LED 1 copy 20:L2:2x2 LED:LED Panel 38W: 1 1 37 37 LED t:L2:2x2 LED:LED Panel 38W: 1 2 37 75 l ISSUED FOR ADDENDUM 1 05.19.17 CP i 18-Soiled Holding 20(Healthcare Facility:Laurdry/Washing) 31 0.60 19 I General Equip Storage 36(Common S ap Ce Types'Storage> 50-<=1000 sq,ft,63 sq ft) l 19-Clean Linen 19(Common Space Types:Storage<50 sq.ft.) 12 1.24 15 WDitino 02(Common S ap ce Types:Lobby-General 366 sa.ft.) LED 1 copy 21:L2:2x2 LED:LED Panel 38W: 1 2 37 75 I PLUMBING UPDATES 06.13.17 CIP . 20-Staff Storage 18 Common Space T es:Stora a<50 s ft. 30 1.24 37 LED 1 copy 1:L2:2x2 LED:LED Panel 38W: 1 7 37 262 ` < g ( P YP 9 sq.ft.) Semi Restricted Corridor 25(Healthcare Facility:Corridor/Transition> 8 ft wide 262 sq.ft.) REVISED PER DOH COMMENTS 07.11.17 CP l 21-Patient Toilet 22(Common Space Types:Restrooms) 37 0,98 36 Public T .flet 05(Common Space Types•Restrooms 36 sa.ft.1 j LED 1 copy<2:L2:2x2 LED:LED Panel 38W: 1 6 37 224 22-Scope Process 16(Healthcare Facility:Medical Supply) 78 0.74 58 LED 1 copy 2:L2:2x2 LED:LED Panel 38W: 1 1 37 37 Sterile Storage 26(Healthcare Facility: Supply 101 sg ft) ISSUED FOR DOB APPROVAL 03.23.18 CP 23-General Equipment Storage 17(Healthcare FacilityMedical Supply} 62 0.74 46 Exam 06(Healthcare Facilit-_Exam/Treatment 88 sa.ft.1 LED 1 copy 18:L1:2x2 LED:LED Panel 70W 1 1 69 69 [' 24-Gross Decon 15(Healthcare FacilityMedical Supply) 34 0.74 25 LED 1 copy 3:L2:2x2 LED:LED Panel 38W: 1 2 37 75 r amass B OR 2 (Healthcare Facility:Operating Room 280 sa.ft.) 25 Anteroom 14(Healthcare Facility:Corridor/Transition<8 ft wide) 27 0.79 21 Office 08(Common Space Types'Offiee-Enclosed 124 sq,ft.) Linear Fluorescent 1 copy 2:L22:1x4 Fluorescent(Clean Room):48"T8 32W(Super T8): 2 10 64 640 26-Endo 13(Healthcare Facility:Operating Room) 226 2.48 560 LED 1 copy 4:L2:2x2 LED:LED Panel 38W: 1 4 37 150 Electronic: s 27-Vestibule 41(Healthcare Facility:Corridor/Transition<8 ft wide) 22 0.79 17 ) 1. Nurse/Med Dist Station 09(Healthcare FacilityNurses Station 73 sq ft) Class B OR 28(Healthcare Facilitv:Operating Room 273 sq,ft.1 28-Stora a 42 Ccmmon S ace T es:Stora a<50 s ,ft. 26 1.24 32 9 ( P YP 9 q ) Linear Fluorescent 1 copy 3:L22:1x4 Fluorescent(Clean Room}:48"T8 32W(Super T8): 2 10 64 640 I � 29-Staff Lounge 38(Healthcare Facility:Lounge/Breakroom) 133 0.92 122 f Electronic: 30-Corridor 37(Healthcare Facility:Corridor/Transition<8 ft wide) 93 0.79 73 ] Soiled Work Room 29(Healthcare Facility:LaundrylWashing 54 sq ft.) � ) 31-Staff ToiletlShawer 21(Common Space Types:Restrooms) 51 0.98 50 LED 1 copy 23:L2:2x2 LED:LED Panel 38W: 1 1 37 37 Project Title: North For SC,LLC Report date: 05/19/17 Project Title: North For SC,LLC Report date: 05/19/17 I Project Title: North For SC,LLC Report date: 05/19/17 Project Title: North For SC, LLC Report date: 05/19/17 E Data filename: P:\2017\2017.025-North Fork Endoscopy-700 Boisseau Ave,Southold, NY\Trade Page 1 of 8 Data filename: P:\2017\2017.025 North Fork Endoscopy-700 Boisseau Ave,Southold,NY\Trade Page 2 of 8 Data filename P:\201712017.025-North Fork Endoscopy-700 Boisseau Ave,Southold, NY\Trade Page 3 of 8 Data filename: P:12017\2017.025-North Fork Endoscopy 700 Boisseau Ave Southold N Trade Pa 4 of Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck 4 Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck PY Y\ Page 8 AssetslElec\Comcheck\Northfork 170518 COMcheck.cck € i 1 i ....... ............_--,*._,........................,....._......_. ..:...... .. .. .. , '.. i i i i .. I. i. IC Software 1lra�tt �. Sectl°n ' 5ecticrn _ J I Freugh-I»Electrical Inspectlan Compties3 Comments/+�ssumptlans # Final Ins-pe fort Complies. CammentslAssumptions I n. ._._.,,,,,,,q,'„__.__i.,_,,,,_..,_, .....,.___..,---,,,,._-......3............._,_,_..,,.,,,,,._....,,,,.,.,,___i_._, ,.._..........,,.__,,,,,,,_,.......,._„_,,.,........_,_,_._._________........-.,......_.....,_.,-,.___.....,__,_,,____ -.,,�_.. Inspection Checklist _.,_ _,,,.__. ...____.._.___________�_____-_ I C405.2.1 Lighting controls installed to uniformly ❑Complies C303.3, Furnished O&M instructions for ❑Complies _____. -.-____ _______ _.. ____ ____ I 1 [EL15]1 reduce the lighting load by at least ❑Does Not C408.2.5, systems and equipment to the ❑Does Not nn/ Energy Code: 2015 IECC 50°� ❑Not Observable 2 s building owner or designated ❑Not Observable I Requirements: 0.0% were addressed directly in the COMcheck software __.._..__.._._._._..._ ..__.._ __ __ ❑Not Applicable mm „- -„ _......_. II ] a esentative. ❑Not Applicable [F 7 re r :: C405.2.1 Occupancy sensors installed in ❑Complies Text in the"Comments/Assumptions' column is provided by the user in the COMcheck Requirements screen, For each 1 C405.4,1 Interior installed lamp and fixture ❑Complies See the interior Lighting fixture schedule for values. 8 re uirement, t:he user certifies that a code re uirement will be met and how that is documented, or that an exce tion (ELi81 required spaces. ❑Does Not q q pnn [FI18]' lighting power is consistent with what ❑Does Not is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ❑Not Observable is shown on the approved lighting Observable Section ii.__ C4......._,2......_._. ..,,. _ -._ __.__- _.. __....____.__...,.___,___ „_,.,____._„_._.,,.__......_-__...-___-___._._.._.._--____.___... arz lestl thannorrequalpo allowed watts ❑Not Appable : � DO NOT SCALE PLANS ❑Not Applicable 05. .1, .Independent lighting controls installed ❑Complies . I1. I # I Plan Review Complies? Comments/Assumptions C405.2.2. per approved lighting plans and all ❑Does Not watts; : ' Req°ID.t........._........ ....... - 3 manual controls readily accessible and C408.2.5. FLrnished as-built drawings for ❑Com lies -: *,"y.. , "` '"`�"'r '" "°' ,Mw: ' "" ' ' �_' """:`_' " ," C103.2 Plans,specifications,and/or^ ❑Complies rEL23]2 visible to occupants. Y ❑Not Observable 1 electric power systems within 90 days ❑Does Not ARCHITECT OF RECORD f [PR4]1 calculations provide all information ❑Does Not ❑Not Applicable [Ft16J3 of system acceptance. ❑Not Observable # with which compliance can be _ ....... ....................___...........__......__.__...-_...._.__...,. .-,..................._.._..._....___._....._.__.-........_...,.___-__.....__...._......._...........__...........____...-._ ________.....__._.....,..-...,.,.,._......-...-.,._..,,,_._...._... i determined for the inkerior li htin ❑Not Observable 1405.2.2. Automatic controls to shut off all ❑Complies _ ❑Not Applicable I 9 9 ................... ..._.........._....--,-._...... Terjesen Associates Architects y equipment ❑Not Applicable , 1 building lighting installed in all ❑Does Not C408.3 Lighting systems have been tested to ❑Complies and electricals stems and e ui ment Rp able and document where exceptions to [EL2212 buildings. [F133]1 ersure proper calibration,adjustment, ❑goes Not [ � 248 West 35th Street 11th Floor New York, NY 10001 i ❑Not Observable the standard are claimed.Information n rammin and operation. ❑Not Applicable p g g P ❑Not Observable � i " ' provided should include interior ____ .__.-. .__.. . .. __. __,_._.�.,,,_____..___,.---.............._----_.........,_,._._.,._....,_-.._-,.-._....-,._.,,.,.,..,...._.._.__.. _- f p _„_. _......._ 6 Fax: 212.736.7899 lighting power calculations,wattage of I C405.2.3 Daylight zones provided with ❑Complies pp'cable [ __-. ..__._._._.__,_,_„_,........_,__..,,,___,...,_.____..___...,...,__. ❑Not A li 23915 bulbs and ballasts,transformers and [EL1612 individual controls that control the ❑Does Not E-mail: info@terjesenarchitects.eom Additional Comments/Assumptions: 1. control devices. lights independent of general areai ° ________1--_-_ ..... I ❑Nat Observable li htin . :.: , lighting. Additional Cc►mments/Assumptions: ❑Not Applicable : __......._-___...... __......_____.._.,_.....__---,....___...__.__. .._.__...____-----_-_-...._._..._....._...___._....____........-_--...,-„_,_,,,,,,,,,,_---._.w. ...,-,._,...........-.......__.___ L ENG( g: .. '::. ...:t � : C405.2.3, Primary sidelighted areas are ❑Complies : NEER :. : .. t C445.2.3. ;equipped with required lighting ❑Does Not 1, :controls. C405.2.3. ❑Not Observable s � ��Ip 2 ❑N°t Applicable : 110 William Street 32nd Floor New York, NY 10038 ` [ELzo]1 212.257.6190 Fax: 212.994.8091 FV. I .................-...........-....--.......-...-.--..-..............._._._................................-...,-....,...................................-.........................................-.............-.-..-..........................._...,.,.........._....,,............................__...-....--'._......._...•-.•...._._.................................... .... C405.2.3, Enclosed spaces with daylight area ❑Complies 1. www.EPENGINEERING.com C405.2.3. :under skylights and rooftop monitors ❑Does Not ' STRUCTURAL ENGINEER 1, are equipped with required lighting , n. : l C405.2.3. controls. ❑Not Observable. I. i i 3 ❑Not Applicable i ' i. .. [EL21]1 Engineering Firm . q i res : Add s1*1 C405.2.4 Separate lighting control devices for ❑Complies I [EL4]1 specific uses installed per approved ❑Does Not € { Phone Fax: I plans. i ❑Not Observable 1. E-mail: ❑Not Applicable . . pP ....... . ....................... ............................................................................................ ................................................................. ? " rte,",. >�> ,», ,v.,�>,« � ...•.Rm..:.... '. .: .:.w ^:� C4Q5.2.4 Additional interior lighting power ❑Complies PROJECT [EL8]1 allowed for special functions per the ❑Does Not s I r i approved lighting plans and is I automatically controlled and Not Observable S O U T H O L D ASC t N separated from general lighting. of Applicable , ------ -- -..._...... ................._9..........._ - 9 - 9' `' ? 0405.3 Exit signs do not exceed 5 watts per ❑Complies I i [EL6]1 face. ❑Does Not 700 BOISSEAU AVENUE I ❑Not Observable I -,._,._.......,_.,......._............_.__..._.._.,,,,..._..._.,__.__,-,..,.-.,._.,-........,__..........................._❑Not,Applicable-............-...............-,...-............,,.....,,.........,,.._.,,,........._,_,............,.-._.............,,_................_....-............_.-............___.... j SOUTHOLD, NY Additional Comments/Assumptions: <. S¢: i is `: : k �, .. .... .... �max. ems. _..s» cr _. , x ...^� n1 : i .::.. .. .....ten... ",. ., _ .:::::: xru: I DRAWING TITLE i ENERGY 0. .. ...... _. .. ...... ...... .. .. ....... ....... ... COMPLIANCE CERTIFICATES . _ ........ .... ....... ....... :. . ..... 1 �•-- l i Hi h Im t Tter 1 2 M iu €l i Hi h Impact t Tier 1 2 1 Medium Impact Tier 2 3 E Low Impact Tier 3 1`Hi h Im t Tier ac ed m Im act Ti r 2 Low Im act Ti r 3 ac ac 1 2 €Me ium Impact r 2 g... ..._._ .i........_..._ _... .. : <; Project Title: North For SC,LLC Report date: 05/19/17 Project Title: North For SC,LLC Report date: 05/19/17 E Project Title: North For SC,LLC Report date: 05/19/17 Project Title: North For SC,LLC I P 1 Report date: 05/19/17 Data filename: P:\2017\2017.025-North Fork Endosco -700 Boisseau Ave,Southold NY\Trade Pae 5 of 8 Data filename: P:\2017\2017.025-North Fork Endosco -700 Boisseau Ave,Southold, NY\Trade Pae 6 of 8 `: Data filename P:\2017\2017.025-North Fork Endoscopy-700 Boisseau Ave Southold NY Trade P f ' ' ^ - �'T"TN '"` ' ' ° PY 9 pY 9 PY \ age 7 0 8 Data filename: P:\2017\2017.025-North Fork Endoscopy 700 Boisseau Ave,Southold,NY\Trade Pae 8 of 8 v ,Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck # Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck Assets\Elec\Comcheck\Northfork 170518 COMcheck.cck g DATE . 5119/17 .. _,ww_,._,,.,,.�,��.. _-11..............�....................... _'... ...�..�..�. .__ ....�, -.......... ___... .,.w...._,", .._..............� �..,--..^...._..�. �...... �..-..-..�.^......-�........_ ..._.:.......M-1._^ ._.�.. ., w .. ....,,.�_.. ._..m _._.., . .... ._...................._w�.,..��. ... ...... �....___....,....,............................-^..-,....._.^^,..^..,.._..._..._, ...... ,.,.....................1., .. .... _. __. . .._._^... . . _-,. ��w.... ...,._^,. ......,..x_:.^............... .___.M......................_. . __1 .w 11, . : -.._..............-..... u _.. ...��. . �..._..w............_........w. ._,_. .. :. -._. ,. ..... _ .......... . .:. _._. ...... _-. _ ...................... . w... _�.. . PROJECT NUMBER 2017.025 0. DRAWN BY JV ited AP SCALE �� ti�� AS NOTED C� f. �0 i. U ) 'A� DRAWING NUMBER m fir .. �r 1: a 11 .. s� 4268 �p4 e ■ i.......' OF N ..___-*- X SEAL SHEET NO: 1 OF 1 1` n.... .. ... �: s� x :::::. .: . ...�:I. '0k.. .. .. ... R<: ...: :^'O 'a45f.":. .::: <:::`:':':";:,> SwC.:'.:` ,....0.ya>.,:'....::p::q:": X°::. .. ..... ...%Y3" .......:.'.J:.^„�.;>: --w.,... ';; x:. .. ^.1':a'n iii°'rdi yCCwk:R"::::..._,.:e ..s s .� ........... .. ... ..: >. ..�. '��. .:: 'a .. .,.......ganr.:w;.pMyy:....;;..:",,, "fit ::f2" ':�:: �::...:[. .: ov.:m.:�.>w:�::..:7;mc;,..,...,,� ... o.xH;::,::w^.^:urr:':�. ..... ......... •ms's??:'' '\ .�' -..< .,..�'>.. �. ".Fn"...,n, ..sm,�... � •� (:::.......,�,1.. Kam:9p....... >'. ..:'fi?;Vii:¢:�:.�;:H S"'"v.............I. .;;Y;.Lp'...::"Y9.. ..¢', .. ..�% �:�.' i `�'�.....''. v.S:.....x� iii ... ........ ROOF NURSE CALL SYSTEM LEGEND � NORTH FORK ' PATIENT EXAM CHANGING POST—OP BAY PRE—OP BAY SYMBOL DESCRIPTION I ___1 — 1 ........ ... ............................ 06 11 #6 J5 #4 #3 #2 #1 �3 J2 A A A A A A A INFINITY DOME/ZONE LIGHT (HC—CL2-3K) A A A A A A A A A A A S C LLC V IN n.%W SUPERVISORY MODULE W/ TONE A p P 700 BOISSEAU AVE, SOUTHOLD, NY (HC—CL4—SUPV) M?l CA X PATIENT PATIENT NURSE/MED. PUBLIC • LAVATORY EMERGENCY STATION O.R. O.R. SWR CWR/STERIL ANESTHESIA TOILET STAFF STAFF TOILET ENDO DIST. STATION TOILET (HC—PP2— S LAV-3K) 28 27 29 31 32 22 LOCKERS 35 LOUNGE 38 39 13 09 05 A* SMART STAFF DUTY STATION (HC—DUTY-3K) r------i A A A A A A A A A— Z PS SDST ... ............ SG i 0 PATIENT STA71ON (HC—PSTN1-3K) SG I A cn cl B L--- 6 STAFF CONSOLE MASTER (NGTDSPH) NURSE/MED. SDST NURSE SUB— DIST. STATION STATION 1 09 PROMDE A RACK POWER SWITCH (HC—IPSWITCH8) ENCLOSURE FOR NURSE CALL EQUIPMENT IN THIS AREA. COORDINATE WITH TION GATEWAY (NGGTWY2—H) GROUND FLOOR R STA IT ROOM ARCHITECT PRIOR TO COMMENCEMENT. t4j A CAT5E SG B CAT5E, 16/2 SIAMESE A NURSE CALL SYSTEM BY UNIMED. ISSUE: CONTACT JEFF RIHOLTZ sc jritholtz@unimedco.corn DESCRIPTION DATE BY A A ISSUED TO DOH 05.03.17 CP TO CIRCUIT #28 CONSTRUCTION 05.05.17 CP ISSUED FOR CONSTIR OF PANEL EMC PS ISSUED FOR ADDENDUM 1 05.19.17 CP PLUMBING UPDATES 06.13.17 CP CELLAR REVISED PER DOH COMMENTS 07.11.17 CP ISSUED FOR DOB APPROVAL 03.23.18 CP NURSE CALL SYSTEM SHALL CONFORM TO STANDAR CALL PARTPLAN -- CELLAR Sf CA L I RISER DIA GRA M NURSE UNDER NFPA 99 AND NFPA 110. SCALE: 3/16"=1'—O* SCALE: NTS is NWI 4-� R' . .......... .......... ............. ......... 0 S .... ....... ........... DO NOT SCALE PLANS ARCHITECT OF RECORD ....... ... Terjesen Associates, Architects 248 West 35th Street 1 1th FloorNewYork, NY 10001 . .. . ..... .. .......... 212.239.1526 Fax: 212,736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER ep ........... ...... ..... ............ EP Er.SiMCS 110 William Street 32nd Floor New York, NY 10038 I' _ 212.257.6190 Fax: 212.994.8091 .......... .... ............ ........ . ........ ................. www.EPENGINEERING.com ........ ... ........... ......... SDST k� . .......... .. ......... STRUCTURAL ENGINEER .. ............ Engineering Firm ..........-7- ....... q Address Phone Fax: El -mail: !r A E .......... PROJECT :�j IN SOUTHOLD ASC 700 BOISSEAU AVENUE .......... SOUTHOLD, NY ........... DRAWING TITLE ............. .. . .......... .......... ...... NURSE CALL RISER DIAGRAM & ................. ............... . ..... ........ .......... ... . ......... ...... -. .. ........ . . . . ........ .::. : -. * "�i , - .......... :,.Y ........ PLANS CELLAR & W.. ..... M GROUND FLOOR DATE 5/19/17 PROJECT NUMBER 2017.025 JV WN BY D R A WING LIS T ARS, SCALE AS NOTED 41 �A DRAWING NUMBER NC- 300 . 00 NURSE CALL RISER DIAGRAM & PLANS - CELLAR & rn 5f CALL PLAN - 6ROUNDROOR GROUND FLOOR P 0 0 A j Al r—p—S-1 77 UR SE 2� SCALE: 3/16*=1'-0n NC - 800 NURSE CALL SPECIFICATIONS (1 OF 2 ) 0 C=300nOo : NC- 801 NURSE CALL SPECIFICATIONS (2 OF 2 ) SEAL R1. SHEET OF 3 ..w............. . •:::.::::.: . :::: _, R6. ....... -.:$..P: ; . ....... ......... w.. ... ... .. ... .... .... . : ....... ,�:: �.:.: ....... ,::::: .... ... .. ...... ....... ,,.=: ur. . . u . K. .......... <, �. .,.. PART 1 GENERAL INSTALLED IN STRICT COMPLIANCE WITH THE MANUFACTURER'S BE ACCEPTED. .AUTOMATICALLY. STATIONS UTILIZING DIP SWITCHES SHALL NOT BE T.THE STAFF CONSOLE SHALL ALLOW UP TO THREE SIMULTANEOUS SERVICES I. RECOMMENDATIONS. CONSIDERED. TO BE SELECTED FOR A SINGLE SERVICE TASK. 1.1 SUMMARY H.THE SYSTEM ARCHITECTURE SHALL NOT REQUIRE EXTERNAL POWER . NORTH FORK � F E.ALTERNATES TO THE EQUIPMENT SPECIFIED WILL BE CONSIDERED ONLY IF SUPPLIES. SYSTEMS REQUIRING POWER SUPPLIES TO BE INSTALLED I: PERIPHERAL STATIONS SHALL BE HOT SWAPPABLE AND NOT REQUIRE 1.1.1 GENERAL ALL SECTIONS OF THE PERFORMANCE SPECIFICATION ARE MET. ANY SEPARATELY FROM THE CONTROL EQUIPMENT SHALL NOT BE ACCEPTED. SYSTEM SHUTDOWN OR REMOVAL OF POWER PRIOR TO REPLACEMENT. U.A SERVICE TASK SHALL ILLUMINATE THE DOME LIGHT AT THE LOCATION ... I.... . ......... .... ..... ................................................_..........._.__..,_. DEVIATIONS FROM SYSTEM PERFORMANCE AS OUTLINED IN THIS WHERE THE SERVICE WILL BE DELIVERED. &DRAWINGS AND CONDITIONS OF THE CONTRACT, INCLUDING BUT NOT SPECIFICATION WILL BE CONSIDERED ONLY WHEN THE FOLLOWING 1.3.2 STATIONS J.PERIPHERAL STATION PULL CORDS SHALL BE MADE OF A LIMITED TO GENERAL CONDITIONS, AND THE SPECIAL CONDITIONS LISTED REQUIREMENTS HAVE BEEN MET: NON-CONTAMINANT MATERIAL TO REDUCE THE SPREAD OF NOSOCOMLAL BELOW. APPLY TO WORK OF THIS SECTION. 1.3.2.1 PATIENT STATIONS INFECTIONS. PULL CORDS MADE OF COTTON OR OTHER ABSORBENT V.A SERVICE TASK SHALL BE ABLE TO BE CREATED WITHOUT REQUIRING AN C LLC %. 1.SUPPL.E:MENTARY INSTRUCTIONS TO BIDDERS 1.A COMPLETE DESCRIPTION OF PROPOSED ALTERNATE SYSTEM MATERIALS WILL NOT BE ACCEPTED. AUDIO CONNECTION TO THE LOCATION. S 7 2i. .SUPPLE:MENTARY CONDITIONS PERFORMANCE METHODS WITH THREE (3) COPIES OF WORKING &PATIENT STATIONS ARE A PRIMARY POINT OF TWO-WAY COMMUNICATION 700 BOISSEAU AVE, SOUTHOLD, NY 3.SUMMARY OF THE WORK DRAWINGS THEREOF SHALL BE SUBMITTED TO THE OWNER FOR BETWEEN PATIENTS AND STAFF. EQUIPPED WITH A STAFF EMERGENCY K.ALL PERIPHERAL STATIONS MUST BE FULLY SUPERVISED. W.THE STAFF CONSOLE SHALL DISPLAY SERVICE TASKS CREATED FROM ' �.>--:::. h:,.,,,,,. :::" -� . „ : _ �, .H.:�._-:..: :_. :...,_...- � 11 - 4.PROJECT COORDINATION APPROVAL NOT LESS THAN TEN (10) CALENDAR DAYS PRIOR TO THE BUTTON TO REQUEST STAFF ASSISTANCE, PRESENCE BUTTON TO REGISTER MOBILE DEVICES. . 5.CUTTING AND PATCHING SCHEDULED DATE FOR SUBMISSION OF BIDS. THE SUPPLIER SHALL STAFF PRESENCE, A PRIVACY BUTTON FOR PATIENT PRIVACY AND A CANCEL 1.3.3 CONSOLES, ANNUNCIATORS AND LIGHTS &DEFINITIIONS AND STANDARDS SUBMIT & POINT-BY-POINT STATEMENT OF COMPLIANCE FOR ALL BUTTON. THEY OFFER USERS AN EASY-TO-OPERATE MEANS CF PLACING 7.SUBMITIAL.S SECTIONS IN THIS SPECIFICATION. THE STATEMENT OF COMPLIANCE CALLS ON THE PATIENT-STAFF COMMUNICATIONS SYSTEM. WITH A BUILT-IN 1.3.3.1 CORRIDOR LIGHTS X.THE STAFF CONSOLE SHALL DISPLAY SERVICE TASK STATUS, IDENTIFYING &SCHEDULES AND REPORTS SHALL CONSIST OFA UST OF ALL PARAGRAPHS WITHIN THESE SPEAKER AND MICROPHONE, THESE DEVICES ALSO PROVIDE PATIENTS WITH THOSE THAT HAVE BEEN ACCEPTED BY A MOBILE DEVICE. 9.TEMPORARY FACIU11ES THE MEANS OF OPENING AUDIO COMMUNICATIONS WITH ATTENDING STAFF &.CORRIDOR DOME AND ZONE LIGHTS PROVIDE BRIGHT, EASY-TO-SEE 0.; SECTIONS. WHERE THE PROPOSED SYSTEM COMPLIES FULLY WITH THE ( ) 10.SECURITY REGULATIONS PARAGRAPH, AS WRITTEN, PLACING THE WORD -COMPLY" OPPOSITE THE AND VICE VERSA. ON-BOARD LEES PROVIDE OPERATIONAL FEEDBACK AS VISUAL ANNUNCIATION THAT SPEEDS RESPONSE TIME AND INCREASES Y.THE STAFF CONSOLE SHALL DISPLAY A TIMEOUT WHEN THE USER HAS 1 WELL AS STATUS INDICATION. CAREGIVER EFFICIENCY. THESE DEVICES ARE TYPICALLY INSTALLED IN IXCEEDEO A SPECIFIED TIME AND IDENTIFY THE TASK AS OVERDUE, f:. PARAGRAPH NUMBER SHALL INDICATE SUCH. WHERE THE PROPOSED 12.PRODUCTS CORRIDORS AND OUTSIDE PATIENT ROOMS TO PROVIDE STAFF WITH A SYSTEM DOES NOT COMPLY WITH THE PARAGRAPH AS WRITTEN AND i. 13.PROJEI;T CLOSEOUT THE SUPPLIER FEELS THE PROPOSED SYSTEM WILL ACCOMPLISH THE B.SMART PATIENT STATIONS SHALL BE AVAILABLE WITH A DURABLE 18-PIN VISUAL INDICATION AS TO THE ORIGIN OF A CALL PLACED ON THE SYSTEM. Z.THE STAFF CONSOLE SHALL DISPLAY AND IDENTIFY OVERDUE TASKS. INTENT OF THE PARAGRAPH, A FULL DESCRIPTION OF THE FUNCTION, RECEPTACLES FOR THE CONNECTION OF PILLOW SPEAKERS. A SINGLE (ONE \ BV. .PROJECT/WORK IDENTIFICATION AS WELL AS A FULL NARRATIVE DESCRIPTION OF HOW TI5 PROPOSAL RECEPTACLE) AND A DUAL (TWO RECEPTACLES) PATIENT STATION SHALL BE &CORRIDOR (DOME) LIGHTS OPERATE IN A SIMILAR FASHION TO PROJECT NAME AND LOCATION: NORTH FORK SC, LLC WILL MEET ITS INTENT, SHALL BE PROVIDED. ANY SUBMISSION THAT PROVIDED AS REQUIRED PER PROJECT PLANS. ANNUNCIATOR PANELS OR STAFF CONSOLES: THE LIGHT COLOR AND FLASH AA, INTERACT WITH SUPPLEMENTAL (PC) DISPLAY UNITE ARCHITECT: TERJESEN ASSOCIATES, ARCHITECTS ( ) ( ) OWNER'S RFPRESENTATNE FOR THIS PROJECT IS: JEFF RIHOLTZ DOES NOT INCLUDE & POINT-BY-POINT STATEMENT OF COMPLIANCE AS RATE INDICATES THE TYPE AND PRIORITY OF THE CALL. MODELS ARE CONTRACT DOCUMENTS INDICATE THE SCOPE OF WORK OF THE CONTRACT, DESCRIBED HEREIN SHALL BE DISQUALIFIED. WHERE A FULL C.SMART PATIENT STATIONS SHALL BE AVAILABLE WITH TWO �4" (0.64 MM) AVAILABLE WITH ONE OR TWO SECTIONS. DESCRIPTION IS NOT PROVIDED, IT SHALL BE ASSUMED THAT THE RECEPTACLES FOR SUPPORT OF CALL CORDS. THE CALL CORD PATIENT 1.3.3.3 ANNUNCIATOR DISPLAY AND RELATED REQUIREMENTS AND CONDITIONS THAT HAVE AN IMPACT ON PROPOSED SYSTEM DOES NOT COMPLY. STATION SHALL BE CONFIGURABLE TO SUPPORT SINGLE OR DUAL PATIENT C.EACH CORRIDOR LIGHT SHALL UTILIZE LIGHT EMITTING DIODES (LED) FOR THE PROJECT. RELATED REQUIREMENTS AND CONDITIONS THAT ARE CONFIGURATIONS AS REQUIRED BY PROJECT PLANS. DISPLAYING COLORS. CORRIDOR LIGHTS UTILIZING INCANDESCENT BULBS &THE ANNUNCIATOR PROVIDES A PRIMARY CALL DISPLAY FOR USERS OF THE INDICATED C}N THE CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT 2.THE ACCEPTABILITY OF ANY ALTERNATE PROPOSED SYSTEM SHALL BE SHALL NOT BE ACCEPTED. SYSTEM. IT OPERATES AS A USER DISPLAY TO ANNOUNCE ACTIVE EVENTS NECESSARILY LIMITED M. THE FOLLOWING: THE SOLE DECISION OF THE OWNER OR THEIR AUTHORIZED �. 1.EXISTING SITE CONDITIONS AND RESTRICTIONS REPRESENTATIVE. D.STATIONS SHALL PROVIDE AN EMERGENCY BUTTON FOR STAFF TO REQUEST D.CORRIDOR AND ZONE LIGHTS SHALL BE AVAILABLE IN ONE, OR TWO WITHIN THE NURSE CALL SYSTEM. THE ANNUNCIATOR COMMUNICATES OVER 2.OTHER WORK PRIOR TO WORK OF CONTRACT ASSISTANCE, A PRESENCE BUTTON ALLOWING STAFF TO REGISTER PRESENCE SECTIONS. THE IP NETWORK. 3.AL11ERAf10NS AND COORDINATION WITH EXISTING WORK 1.2 REFERENCES IN THE ROOM AND A PRIVACY BUTTON PROVIDING A MEANS TO MUTE 4 4.OTHER WORK TO BE PERFORMED CONCURRENTLY BY OWNER AUDIO FOR CONNECTION MADE INTO THE ROOM. WHEN PRIVACY IS E.TO MAINTAIN AESTHETICS, REDUCE OBSTRUCTION, AND LIMIT RISK OF B.AS A USER INTERFACE, THE ANNUNCIATOR ALPHA-NUMERICALLY DISPLAYS ,: 5.OTHER WORK TO BE PERFORMED CONCURRENTLY BY SEPARATE ENABLED IS SHALL BE OVERRIDDEN WHEN PATIENT OR STAFF INITIATED DAMAGE TO DEVICES, THE MAXIMUM SIZE OF EACH CORRIDOR LIGHT SHALL INCOMING CALLS FROM STATIONS AND CONNECTED HEALTHCARE EQUIPMENT, .,; - " : .,,: «;1 1�:,:.':,:: .1, ::� �"� ::--. :::, :: '�,„::_ CONTRACTORS 1.2.1 GENERAL (REFERENCES) CALLS ARE RESPONDED TO REMOTELY. NOT BE GREATER THAN 5 INCHES IN LENGTH, NOR SHALL IT PROTRUDE AND PROVIDES A MEANS FOR THE OPERATOR TO PRIORITIZE AND RESPOND 6.OTHER WORK SUBSEQUENT TO WORK OF CONTRACT A.ALL WORK AND MATERIALS SHALL CONFORM TO ALL APPLICABLE FEDERAL, MORE THAN 3.5 FROM THE MOUNTED SURFACE. TO SELECTED EVENTS. ISSUE: 7.REQUIREMENTS FOR OCCUPANCY BY OWNER PRIOR TO COMPLETION OF STATE, AND LOCAL CODES AND REGULATIONS GOVERNING THE INSTALLATION. E,PATIENT STATIONS SHAH SUPPORT AN OPTIONAL 37-PIN BED INTERFACE I` DESCRIPTION DATE BY k WORK OF CONTRACT IF THERE IS A CONFLICT BETWEEN THE REFERENCED STANDARDS, FEDERAL, RECEPTACLE, FOR USE WHERE BED INTERFACES ARE SHOWN ON PLANS. F.EACH CORRIDOR LIGHT SECTION SHALL BE CAPABLE OF INDICATING FIVE ;. OWNER-SELECTED CONFlGUFtABIE COLORS. CORRIDOR LIGHTS REQUIRING C.THE ANNUNCIATOR SHALL PROVIDE VISUAL IDENTIFICATION OF THE CALLING ISSUED TO DOH 05.03.17 CP STATE OR LOCAL CODES AND THIS SPECIFICATION IT IS THE BIDDER'S STATION(S) INCLUDING: I.; 1.1.2 SUMMARY F.REMOVAL OF THE PILLOW SPEAKER, BED INTERFACE OR CALL MORE THAN TWO SECTIONS TO PROVIDE THIS MANY COLORS SHALL NOT BE ISSUED FOR CONSTRUCTION 05.05.17 CP RESPONSIBILITY TO IMMEDIATELY BRING THE CONFLICT TO THE ATTENTION CORD AUXILIARY ALARM CABLE SHALL GENERATE A CORD OUT CALL ACCEPTABLE. a.ROOM NUMBER &THIS PERFORMANCE SPECIFICATION PROVIDES THE MINIMUM REQUIREMENTS OF THE ENGINEER FOR RESOLUTION. NATIONAL STANDARDS SHALL / `I 1 FOR A SUPIERVISED AUDIO-VISUAL VOICE OVER IP-BASED NURSE CALL PREVAIL UNLESS LOCAL CODES ARE MORE STRINGENT. THE BIDDER SHALL b.BED IDENTIFICATION ISSUED FOR ADDENDUM 1 05.19.17 CP ! SYSTEM. THE SYSTEM SHALL INCLUDE, BUT NOT BE UNITED TO ALL NOT ATTEMPT TO RESOLVE CONFLICTS DIRECTLY WITH THE LOCAL G.STATIONS SHALL NOT REQUIRE THE USE OF "DUMMY" PLUGS FOR ANY G.TO ALLOW FOR MAXIMUM FLEXIBILITY, THE CORRIDOR LIGHT SHALL BE c.PRIORTTY OR EVENT TYPE x' AUTHORITIES UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER. RECEPTACLES INCLUDING CALL CORD/AUXILIARY DEVICE PILLOW SPEAKER CONFIGURABLE VIA PROGRAMMING TO ALLOW MULTIPLE SECTIONS OFA PLUMBING UPDATES 06.13.17 CP EQUIPMENT, MATERIALS, TABOR, DOCUMENTATION, AND SERVICES NECESSARY ' AND BED INTERFACE CONNECTIONS. SYSTEMS REQUIRING A DLMMY PLUG SINGLE LIGHT TO ILLUMINATE AND/OR FLASH THE SAME COLOR FOR d.TIME OF EVENT TO FURNISH AND INSTALL A COMPLETE, OPERATIONAL VOICE OVER / REVISED PER DOH COMMENTS 07.11.17 CP 111 IP-BASED NURSE CALL SYSTEM. THE SYSTEM SHALL HAVE FULL DUPLEX B.THE SUPPLIER SHALL BE RESPONSIBLE FOR FILING ALL DOCUMENTS, TO BE INSERTED TO CANCEL CORD OUT CALLS SHALL NOT BE ACCEPTED. HIGHER PRIORITY CALLS. e.SERVICE TASKS ASSOCIATED TO THE ROOM OR BED .: - 11 M " PAYING ALL FEES INCLUDING, BUT NOT LIMITED TO PLAN CHECKING AND z� ISSUED FOR DOB APPROVAL 03.23.18 CP AUDIO AS WELL AS PUSH TO TALK CONTROL FOR HIGH-NOISE AREAS. THE SYSTEM SHALL COMPLY IN ALL RESPECTS WITH ALL PERTINENT CODES, PERMITS), AND SECURING ALL PERMITS, INSPECTIONS, AND APPROVALS. H.PATIENT STATIONS MUST PROVIDE STAFF THE ABILITY TO INTENTIONALLY H.CORRIDOR LIGHTS SHALL BE ABLE TO MATCH MOST EXISTING CORRIDOR D.THE ANNUNCIATOR SHALL INDICATE PRIORITY LEVEL INCOMING CALLS SHALL RULES, REGULATIONS, AND TAWS OF THE HOSPITAL AUTHORITY AND LOCAL UPON RECEIPT OF APPROVED DRAWINGS FROM THE AUTHORITY HAVING REMOVE A DEVICE (CALL CORD, PILLOW SPEAKER, BED INTERFACE) LIGHT SCHEMES VIA PROGRAMMING. SYSTEMS WITH CORRIDOR LIGHT BE DISPLAYED ON THE COLOR DISPLAY IN THE COLORS FOR THEIR .. JURISDICTION. JURISDICTION, THE SUPPLIER SHALL IMMEDIATELY FORWARD TWO SETS OF WITHOUT PLACING A CALL TO THE SYSTEM. SCHEMES THAT ARE NOT ABLE TO MATCH EXISTING SYSTEMS WILL NOT BE DRAWINGS TO THE OWNER. THESE DRAWINGS SHALL EITHER BE STAMPED ACCEPTED. ASSOCIATED PRIORITY LEVELS. SYSTEMS HAVING ANNUNCWTORS THAT AS APPROVED OR A COPY OF THE LETTER STATING APPROVAL SHALL BE I. IT SHALL BE POSSIBLE TO CANCEL CALLS PLACED FROM ANY PERIPHERAL PROVIDE UNITED INFORMATION VIA THE USE OF A PANEL OF BULBS OR B.EACH SYSTEM SHALL BE CAPABLE OF SUPPORTING IN EXCESS OF 512 STATION WITHIN THE SAME ROOM USING THE CANCEL BUTTON ON THE I. ANY CORRIDOR LIGHTS REQUIRING THE REPLACEMENT OF FILTER CAPS OR LED'S TO INDICATE ACTIVITY SHALL NOT BE ACCEPTABLE. PATIENT STATIONS (1024 BEDS) AND 2,500 PERIPHERAL STATIONS. THE INCLUDED. LENSES TO OBTAIN FACILITY-REQUESTED CORRIDOR LIGHT COLORS FOR SYSTEM SHALL SUPPORT NETWORKING OF SYSTEMS TO A SINGLE PATIENT STAl10NAS CODE ALLOWS. CANCELING A LAVATORY CALL FROM INTEGRATED PLATFORM FOR: 1.2.2 GLOSSARY OF TERMS THE PATIENT STATION SHALL NOT BE SUPPORTED, THEREFORE REQUIRING ANY PRIORITY SHALL NOT BE ACCEPTED. E.THE ANNUNCIATOR SHALL BE IP-BASED, UTILIZING POWER OVER ETHERNET : 1.WIREIE;>S COMMUNICATIONS SYSTEM(S) STAFF TO CANCEL LAVATORY CALLS FROM THE LAVATORY STATION FOR (POE) 2.REPORTING DATABASE ADT: ADMISSION DISCHARGE TRANSFER SYSTEM COMPLIANCE AND PATIENT SAFETY. SYSTEMS ALLOWING A LAVATORY CALL J.CORRIDOR LIGHT SHALL BE SUPERVISED AND PROVIDE A DIAGNOSTIC AS: AUSTRALIAN STANDARDS TO BE CANCELLED FOR A LOCATION OTHER THAN THE LAVATORY SHALL INDICATION OF ROOM STATUS TO PREVENT MAINTENANCE PERSONNEL FROM 3.ADT INTEGRATION AWG: AMERICAN WIRE GAUGE NOT BE ACCEPTED. DISRUPTING PATIENTS. F.THE ANNUNCIATOR SHALL SUPPORT HOT SWAPPABLE REPLACEMENT AND 4.WIRELESS ASSET AND STAFF LOCATING CAT 5: CATEGORY 5 - TWISTED PAIR CABLE FOR CARRYING SIGNALS SHALL NOT REQUIRE REPROGRAMMING. 5.PC STAFF CONSOLE (LIST VIEW AND FLOORPLAN VIEW) APPLICATIONS CCN: CLOSED CIRCUIT TELEVISION J.PATIENT STATIONS SHALL HAVE A STATUS LED TO INDICATE CALL AND 1.3.3.2 STAFF CONSOLESi. 6.PATIENT/STAFF ASSIGNMENTS DC: DIRECT CURRENT COMMUNICATION STATUS. A.THE STAFF CONSOLE IS A PRIMARY POINT OF CONTACT AMONG USERS OF G.ANNUNCIATOR AUDIBLE ANNUNCIATION SHALL INDICATE PRIORITY LEVEL. 7.AUTOMAJ1C/MANUAL MESSAGING EHR: ELECTRONIC HEALTH RECORD INCOMING CALLS SHALL BE DISPLAYED ON THE COLOR DISPLAY IN THE EMR: ELECTRONIC MEDICAL RECORD K.EACH PATIENT STATION BUTTON SHALL HAVE A DEDICATED LED TO INDICATE THE SYSTEM. IT OPERATES AS BOTH A USER INTERFACE ANDA COLORS FOR THEIR ASSOCIATED PRIORITY LEVELS. CAT IS FURTHER INTENDED THAT UPON COMPLETION OF THIS WORK, THE FDA: UNITED STATES FOOD AND DRUG ADMINISTRATION THAT THE BUTTON HAS BEEN PRESSED OR IS ACTIVELY INDICATING A CALL. COMMUNICATIONS DEVICE THAT SENDS AND RECEIVES DATA AND AUDIO OWNER BE PROVIDED WITH COMPLETE INFORMATION AND DRAWINGS GUI: GRAPHICAL USER INTERFACE PATIENT STATIONS USING A SINGLE LED TO INDICATE THE PRESSING OF SIGNALS OVER THE IP NETWORK. DESCRIBING AND DEPICTING THE ENTIRE SYSTEM(S) AS INSTALLED, HL7: HEALTH LEVEL 7 PROTOCOL ANY BUTTON WILL NOT BE ACCEPTED. H.THE ANNUNCIATOR SHALL HAVE A HIGH DEFINITION, 7" CAPACITIVE TOUCH INCLUDING ALL INFORMATION NECESSARY FOR MAINTAINING, IP: INTERNET PROTOCOL B.AS A USER INTERFACE, THE STAFF CONSOLE ALPHA-NUMERICALLY DISPLAYS BACKLIT COLOR LCD SCREEN. i. TROUBLESHOOTING, AND/OR EXPANDING THE SYSTEMS) AT A FUTURE DATE, LAN: LOCAL AREA NETWORK L PATIENT STATIONS SHALL SUPPORT A STAFF FOLLOW MODE THAT, WHEN INCOMING CALLS FROM STATIONS AND CONNECTED HEALTHCARE EQUIPMENT, . ii AND COMPLETE DOCUMENTATION OF SYSTEM(S) TESTING. LCD: LIQUID CRYSTAL DISPLAY ACTIVATED, ALERTS STAFF TO CALLS FROM OTHER STATIONS, WITHIN THE AND PROVIDES A MEANS FOR THE OPERATOR TO PRIORITIZE AND RESPOND LED: LIGHT EMITTING DIODE SAME DUTY AREA, VIA AN AUDIBLE TONE AT THE STATION WHERE TO SELECTED EVENTS. AS AN AUDIO DEVICE, IT PROVIDES AUDIBLE I. THE ANNUNCIATOR TOUCH SCREEN DISPLAY SHALL SUPPORT THE ABILITY x I 1.1.3 INTERPRETATION NEC: NATIONAL ELECTRIC CODE PRESENCE IS REGISTERED. THE STAFF FOLLOW TONE SHALL MATCH THE SIGNALING FUNCTIONS AND FACILITATES TWO-WAY STAFF/PATIENT AND TO SCROU., TOUCH, AND SWIPE FOR NAVIGATION AND USER INTERACTION. PBX: PRIVATE BRANCH EXCHANGE TONE OF THE INCOMING CALL PRIORITY. STAFF/STAFF COMMUNICATIONS. Y &NO INTERPRETATIONS OF THE MEANING OF THE BID DOCUMENTS WILL BE PC: PERSONAL COMPUTER J.THE TOUCH SCREEN SHALL UTILIZE PROGRAMMABLE SOFT KEYS AS MADE TO ANY BIDDER ORALLY. EACH REQUEST FOR SUCH INTERPRETATION PDA: PERSONAL DIGITAL ASSISTANT M.PATIENT STATIONS SHALL NOT HAVE DIP SWITCHES THAT REQUIRE MANUAL C.THE STAFF CONSOLE SHALL PROVIDE VISUAL IDENTIFICATION OF THE OPPOSED TO A MECHANICAL D V SIP: SESSION INITIATED PROTOCOL SETTING BY FIELD PERSONNEL. EACH PATIENT STATION SHALL HAVE A CALLING STATION(S) INCLUDING: IAL/TOUCHPAD. DEVICES REQUIRING DO NOT SCALE PLANS SHALL BE MADE TO THE ENGINEER IN WRITING, ADDRESSED TO: EP HARDENED BUTTONS TO PROVIDE OPERATION SHALL NOT BE ACCEPTED. SQL• STRUCTURED QUERY LANGUAGE (USED TO COMMUNICATE WITH A PRECONFIGURED IDENTIFICATION NUMBER THAT SPECIFIES THE STATION TYPE a.ROOM NUMBER ENGINEERING :, ror. . :.::::::::::.:. .....:, . .....,.. : . AUTOMATICALLY. STATIONS UTILIZING MANUAL DIP SWITCHES SHALL NOT BE b.BED IDENTIFICATION 1. DATABASE) CONSIDERED. ARCHITECT OF RECORD 1.1.4 MANUFACTURER T1: HIGH SPEED DATA TRANSMISSION LINE c.PRIORITY OR EVENT TYPE K.THE ANNUNCIATOR SHALL CONNECT TO THE NURSE CALL LAN/WAN UL UNDERWRITERS LABORATORIES d.TIME OF EVENT UTILIZING CAT5/5E/6 CABLE AND POWERED ETHERNET. NO SEPARATE &ACCEPTABL.E' NURSE CALL SYSTEM MANUFACTURERS INCLUDE: VOIP: VOICE OVER INTERNET PROTOCOL N.PATIENT STATIONS R SHALL BE HOT RwARPABLE AND NOT REQUIRE SYSTEM e.ELAPSED TIME (DURATION) POWER SUPPLY OR WIRING SHALL BE USED. Terjesen Associates, Architects L ASCOM PATIENT SYSTEMS WAN: WIDE AREA NETWORK SHUTDOWN OR REMOVAL OF POWER PRIOR TO REPLACEMENT. f. SERVICE TASKS ASSOCIATED WITH THE ROOM OR BED 248 West 35th Street 11th Floor New York, NY 10001 O.PATIENT STATIONS SHALL SUPPORT SIMULTANEOUS INPUT OF PILLOW L THE CALL PENDING SCREEN ON THE ANNUNCIATOR SHALL ALLOW THREE 1� 212.239.1526 Fax: 212.736.7899 B.ALL EQUIPMENT AND COMPONENTS SHALL BE THE MANUFACTURER'S 1.3 SYSTEM DESCRIPTION D.THE STAFF CONSOLE SHALL BE IP-BASED, UTILIZING POWER OVER . SPEAKER AND BED. IF EITHER CONNECTION IS REMOVED, AUDID MUST ETHERNET P CALLS TO BE VISIBLE AT A TIME AND PROVIDE A SIMPLE SCROLLING i. CURRENT MODEL THE MATERIALS, APPLIANCES, EQUIPMENT, AND DEVICES ( OE) AND VOICE OVER IP TECHNOLOGY. E-mail: info@terjesenarchitects.com AUTOMATICALLY TRANSFER TO THE REMAINING DEVICE OR TO THE FUNCTION TO VIEW ADDITIONAL CALLS WHEN MORE THAN THREE PENDING 1.3.1 GENERAL ;:: SHALL BE TESTED AND LISTED BY A NATIONALLY RECOGNIZED APPROVAL ON-BOARD STATION SPEAKER. E.THE STAFF CONSOLE SHALL SUPPORT HOT SWAPPABLE REPLACEMENT AND CALLS ARE PRESENT. PENDING CALLS SHALL BE DISPLAYED IN PRIORITY .a;:a:., ,:::..�.... ,�,:,.. ,:,,...........:. :. . , . >,«�,..........:.:::>..;.:.....:..;.�.>,..:,...:::::..::: AGENCY FOR USE AS PART OF A NURSE CALL SYSTEM. THE ORDER REGARDLESS OF THE ORDER IN WHICH THEY ARE RECEIVED. MECHANICAL ENGINEER MANUFACTURER'S REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE A.THE SYSTEM SHALL BE NETWORK-BASED AND INCORPORATE SHALL NOT REQUIRE REPROGRAMMING. SATISFACTOFOf INSTALLATION OF THE COMPLETE SYSTEM. DECENTRALIZED, DISTRIBUTED INTELLIGENCE ARCHITECTURE. THIS P.VOLUME LEVELS FOR EACH PATIENT STATION SHALL BE ADJUSTABLE ON A INTELLIGENT ARCHITECTURE SHALL BE BUILT ON AN IP (INTERNET STATION-BY-STATION BASIS. UNIVERSAL SETTINGS, OR SETTINGS THAT F.STAFF CONSOLE AUDIBLE ANNUNCIATION SHALL INDICATE PRIORITY LEVEL M.THE USER SHALL HAVE THE ABILITY TO ADJUST THE VOLUME OF THE >'. EP �' �S�� I AFFECT AN ENTIRE WING OR FLOOR SHALL NOT BE ACCEPTED. �► INCOMING CALLS SHALL BE DISPLAYED ON THE COLOR DISPLAY IN THE ANNUNCIATOR INCOMING CALL TONES. ''% 110 William Street 32nd Floor New Yo11, rk, NY 10038 PROTOCOL NETWORK. THE SYSTEM SHALL ALLOW BOTH DATA AND VOICE COLORS FOR THEIR ASSOCIATED PRIORITY IEVEIS. C.THE CONTRACTOR SHALL PROVIDE, FROM THE ACCEPTABLE MANUFACTURER'S ) CURRENT PRODUCT LINES, EQUIPMENT AND COMPONENT'S, WHICH COMPLY, TO BE DISTRIBUTED OVER A COMMON NETWORK INFRASTRUCTURE, WHICH IS Q•ALL PATIENT STATIONS SHALL BE SUPERVISED. WITH THE REQUIREMENTS OF THESE SPECIFICATIONS. EQUIPMENT OR CONSISTENT WITH THE COMMUNICATION INDUSTRY. COMMUNICATION DEVICES 212.257.6190 Fax: 212.994.8091 COMPONENTS, WHICH DO NOT PROVIDE THE PERFORMANCE AND FEATURES ON THE NETWORK WILL UTILIZE STANDARDS-BASED PROTOCOLS. THE R.EACH PATIENT STATION SHALL CONNECT TO THE SYSTEM WIRING VW A G.THE STAFF CONSOLE SHALL HAVE A 7" CAPACITIVE TOUCH BACKLIT COLOR N.ANNUNCIATORS SHALL BE PROGRAMMABLE TO RECEIVE AND DISPLAY REQUIRED BY THESE SPECIFICATIONS, ARE NOT ACCEPTABLE, REGARDLESS SYSTEM SHALL ALSO PROVIDE A MEANS OF INTEROPERABILITY WITH 3RD LCD SCREEN. SELECTED CALL PRIORITIES FROM DESIRED AREAS, OR TO DELAY SELECTED www.EPENGINEERING.com SINGLE RJ-45 CONNECTOR. ALL CONNECTIONS TO TELEVISION AND LIGHT CALLS FOR A PROGRAMMABLE INTERVAL OF MANUFACTURER. PARTY WIRED AND WIRELESS NETWORK DEVICES WITHIN THE FACILITY, _...... CONTROLLERS SHALL BE VIA REMOVABLE LEVER CONNECTORS PROVIDING STRUCTURAL ENGINEER ` INCLUDING PCS, PEA'S, MOBILE PHONES, DATABASES, PAGERS, ETC. H.THE STAFF CONSOLE TOUCH SCREEN DISPLAY SHALL SUPPORT THE ABILITY i. #' En Engineering Firm SIMPLE, HOT SWAPPABLE SERVICEABILITY. TO SCROLL, TOUCH, AND SWIPE FOR NAVIGATION AND USER INTERACTION. O.ANNUNCIATORS SHALL DISPLAY SERVICE TASKS. g 1. D.THE MANUFACTURER OF THE SYSTEM EQUIPMENT SHALL MAINTAIN QUALITY SYSTEM PROCESSES FOR THE DESIGN, MANUFACTURE, AND DISTRIBUTION BEACH SYSTEM SHALL_ BE CAPABLE OF SUPPORTING IN EXCESS OF 500 1,3,2.2 STAFF, DUTY STATIONS i. u, Address OF ALL PRODUCTS SPECIFIED IN THIS DOCUMENT. THESE PROCESSES PATIENT STATIONS (>1,000 BEDS) AND 2,500 PERIPHERAL STATIONS. THE I. THE TOUCH SCREEN SHALL UTILIZE PROGRAMMABLE SOFT KEYS AS SHALL BE MONITORED UNDER A QUALITY ASSURANCE PROGRAM THAT MEETS SYSTEM SHALL SUPPORT NETWORKING OF UP TO THREE SYSTEMS OF THIS &. AFF/DUTY STATION FEATURES SHALL BE IDENTICAL IN OPERATION TO THE OPPOSED TO A MECHANICAL DIA OUCHPAD. DEVICES REQUIRING P.A SERVICE TASK SHALL ILLUMINATE THE DOME LIGHT WITH THE % Phone Fax: ISO 13485 ,AND U.S. FDA QUALITY SYSTEM REGULATIONS. THE SIZE. HARDENED BUTTONS TO PROVID OE Pl2ATION SHALL NOT BE ACCEPTED. APPROPRIATE LEVEL OF STAFF RESPONSE REQUIRED (E.G. RED=NURSE PATIENT STATION WITH THE EXCEPTION OF THE CALL CORD, PILLOW E-mail; MANUFACTURER SHALL HAVE THE FINANCIAL STABILITY TO PROVIDE PROJECT SPEAKER, AND BED INTERFACE RECEPTACLES. AMBER=NURSE ASSISTANT, GREEN-AIDE) AT THE LOCATION WHERE THE I FINANCING/LEASE OPTIONS TO THE OWNER IF DESIRED. C.THE SYSTEM SHALL CONSIST OF (INCLUDE): J.STAFF CONSOLE DISPLAY SHALL PROVIDE AN ADJUSTABLE TILT MECHANISM SERVICE WILL BE DELIVERED. :::° "�':::: ,::'*,-°, ' `` °" °` "' ` p° ""°' �rH 1.STAFF CONSOLES AND ANNUNCIATOR PANELS WITH COLOR TOUCH &ANNUNCIATION TONES AT STAFF/DUTY STATIONS MUST BE IDENTICAL TO FOR VIEWING CLARITY. PROJECT E.ALL SYSTEM COMPONENTS SHALL BE THE CATALOGED PRODUCTS OF A SCREEN LCD PANELS THE TONES GENERATED BY THE STAFF CONSOLE FOR EACH PRIORITY TO Q.THE ANNUNCIATOR SHALL DISPLAY SERVICE TASKS CREATED FROM MOBILE SINGLE SUPPLIER. ALL PRODUCTS SHALL BE LISTED BY THE MANUFACTURER 2.STATION GATEWAYS CLEARLY IDENTIFY CALL TYPES. SYSTEMS HAVING DUTY TONES THAT ARE K.THE STAFF CONSOLE SHALL CONNECT TO THE NURSE CALL IAN/WAN DEVICES. S O U T H O L D A11 SC FOR THEIR (INTENDED PURPOSE, ASCOM PATIENT SYSTEMS PRODUCTS 3.ETHERNET SWITCHES/POWERED DISTRIBUTION HUBS NOT IDENTICAL TO TONES GENERATED BY THE STAFF CONSOLE SHALL NOT UTILIZING CAT5/5E/6 CABLE AND POWERED ETHERNET. NO SEPARATE1. CONSTITUTE THE MINIMUM TYPE AND QUALITY OF EQUIPMENT TO BE 4.SINGLE AND QUAL PATIENT STATIONS BE ACCEPTED. POWER SUPPLY OR WIRING SHALL BE USED. 700 BOISSEAU AVENUE 1. INSTALLED. 5.CONFIGURABLE SINGLE-GANG PUSH/PULL TYPE PERIPHERAL DEVICES R.THE ANNUNCIATOR SHALL DISPLAY SERVICE TASK STATUS, IDENTIFYING L.THE CALL PENDING SCREEN ON THE STAFF CONSOLE SHALL ALLOW THREE THOSE THAT HAVE BEEN ACCEPTED BY A MOBILE DEVICE. SOUTHOLD, NY F.ALL CONNECTED FIELD ELECTRONICS SHALL BE BOTH DESIGNED AND 6.SINGLE-GANG DUAL AUX INPUT STATIONS WITH OPTIONAL ELECTRICAL 1.3.2.3 PERIPHERAL STATIONS CALLS TO BE VISIBLE AT A TIME AND PROVIDE A SIMPLE SCROLLING ISOLATION ;. MANUFACTURED BY THE SAME COMPANY, AND SHALL BE TESTED TO FUNCTION TO VIEW ADDITIONAL CALLS WHEN MORE THAN THREE PENDING 7.1 AND 2-SECTION LED CORRIDOR LIGHTS &PERIPHERAL STATIONS ARE ADDRESSABLE INITIATING DEVICES THAT PROVIDE S.THE ANNUNCIATOR SHALL DISPLAY A TIMEOUT WHEN ENSURE TH�►T A FULLY FUNCTIONING SYSTEM IS DESIGNED AND INSTALLED. 8.NETWORK BRIDGE AND CONFIGURATION SOFTWARE _ _ PATIENT-STAFF ARE PRESENT. PENDING CALLS SHALL BE DISPLAYED IN PRIORITY THE USER HAS -:: :: :x>=m: :::, _ :,:,R ..: .H. .:., .,x PATIENT ROOM CALL FOR ASSISTANCE INDICATION TO THE PATIENT STAFF EXCEEDED A SPECIFIED TIME AND IDENTIFY THE TASK AS OVERDUE. DRAWING TITLE : THE IP-BASED NURSE CALL SYSTEM SHALL UTILIZE ETHERNET TOPOLOGY, 9•TEL.EPHONE GATEWAY (SUPPORTING ANALOG, T1 AND/OR SIP COMMUNICATIONS SYSTEM. WHEN A PERIPHERAL STATION IS ACTIVATED. ORDER REGARDLESS OF THE ORDER IN WHICH THEY ARE RECEIVED. SWITCHES, GATEWAYS, AND DEVICES. THESE DEVICES SMALL MAKE UP A CONNECTIVITY) VISUAL INDICATION OF THE CALL DISPLAYS AT THE DOME LIGHT ASSOCIATED M.THE USER SHALL HAVE THE ABILITY TO ADJUST THE VOLUME OF THE T.THE ANNUNCIATOR SHALL DISPLAY OVERDUE TASKS. NURSE CALL NURSE CALL. LAN/WAN. THE NURSE CALL SYSTEM SHALL BE FDA WITH THE PATIENT ROOM, AND AN APPROPRIATE CALL INDICATIONA� CONSOLE INCOMING CALL TONES. REGISTERED, CLASS II, 510(K) EXEMPT. D.THE SYSTEM SHALL BE CAPABLE OF INTEGRATING TO: REGISTERS ON THE STAFF CONSOLE, AS WELL AS ON ANY INSTALLED AND SPECIFICATIONS 1.MOST BRANDS OF IN-BUILDING WIRELESS TELEPHONE SYSTEMS COVERING ANNUNCIATORS. I. 0 1.1.5 ALTERNATES 2.MOST BRANDS OF POCKET PAGING SYSTEMS N.THE STAFF CONSOLE SHALL BE ABLE TO CALL OTHER STAFF CONSOLES. U.THE ANNUNCIATOR SHALL INTERACT WITH SUPPLEMENTAL (PC) DISPLAY TO �� OF 2} STAFF CONSOLE TO STAFF CONSOLE AUDIO SHALL BE FULL DUPLEX VOIP. SYNCHRONIZE COVERAGE CHANGES MADE ON THE CONSOLE WITH A I. 3.HOSPITAL DATA GATHERING AND REPORTING SOFTWARE B.E ACH ROOM SHALL BE CAPABLE OF SUPPORTING UP TO FIVE PERIPHERAL SEPARATE SUPPLEMENTAL DISPLAY UNITE VIEW). &STRICT CONFORMANCE TO THIS SPECIFICATION IS REQUIRED TO ENSURE 4.STAFF LOCATING SYSTEMS, WIRELESS CALL CORDS, CCN SWITCHING STATIONS. PERIPHERAL STATIONS SHALL SUPPORT, AT MINIMUM, THE ( ) -. : :::.�.:. ,_::1r-'11_1-;;.:1.;,_ :,:�.. ••,�.: .::-- . , THAT THE INSTALLED AND PROGRAMMED SYSTEM WILL FUNCTION AS CONTROLS, AND DOOR ACCESS CONTROLS FOLLOWING PRIORITIES: CODE, LAVATORY, STAFF NORMAL, AND PATIENT O.THE STAFF CONSOLE SHALL PROVIDE USERS THE ABILITY TO FORCE AUDIO DESIGNED, AND WILL ACCOMMODATE THE FUTURE REQUIREMENTS AND 5.PATIENT-TO-STAFF ASSIGNMENTS, WANDERING PATIENT ALARM SYSTEMS, NORMAL, AND AUXILIARY INPUT PERIPHERAL STATIONS EQUIPPED WITH TWO INTO THE TALK OR THE LISTEN MODE, ALLOWING CAREGIVERS THE OPTION DATE OPERATIONS OF THE BUILDING OWNER. ALL SPECIFIED OPERATIONAL TO NOT TRANSMIT BACKGROUND NOISE OR DISCUSSIONS AT THE NURSE 1.3.4 NETWORK EQUIPMENT FEATURES SHALL BE MET WITHOUT IXCEP110N. BED EXIT AND/OR FALL PREVENTION ALARM SYSTEMS, AND PATIENT �4" (0.64 MM) RECEPTACLES FOR CONNECTION TO EQUIPMENT. STATION INTO PATIENT ROOMS 5119117 EQUIPMENT CALLS 6.MARQUEE DISPLAY PANELS, PC MONITORS, AND LARGE SCREEN C.PERIPHERAL STATIONS SHALL REQUIRE ONLY TWO WIRES FOR INSTALLATION. 1.3.4.1 SWITCHES AND GATEWAYS PROJECT NUMBER B.THE AUTHORIZED REPRESENTATIVE OF THE MANUFACTURER OF THE MONITORS SUCH AS FLAT PANEL LCD OR PLASMA DISPLAYS P.THE STAFF CONSOLE SHALL BE PROGRAMMABLE TO REXENE AND DISPLAY EQUIPMENT SHALL BE RESPONSIBLE FOR THE SATISFACTORY INSTALLATION D.PERIPHERAL STATIONS SHALL SUPPORT THE REUSE OF EXISTING WIRING. SELECTED CALL PRIORITIES FROM DESIRED AREAS, OR TO DELAY SELECTED 2017.025 7.SELECT ELECTRONIC MEDICAL RECORD (EMR) SYSTEM(S) CALLS FOR A PROGRAMMABLE INTERVAL. &ALL CONTROL EQUIPMENT SHALL BE IP-BASED, UTILIZING IP SWITCHES AND .. OF THE COMPLETE SYSTEM. GATEWAYS FOR CONNECTION TO ROOM DEVICES. THESE DEVICES SHALL DRAWN BY E.EACH PERIPHERAL STATION BUTTON SHALL HAVE A DEDICATED LED TO MAKE UP NURSE CALL LAN E.THE SYSTEM SHALL BE CAPABLE OF HILL-ROM AND/OR STRYKER BED Q.THE STAFF CONSOLE SHALL HAVE THE ABILITY TO ADJUST INDEPENDENT /WAN. THE CONTROLLER EQUIPMENT SHALL I.:; JV C.ALL EQUIPMIENT AND COMPONENTS SHALL BE THE MANUFACTURER'S INDICATE THAT THE BUTTON HAS BEEN PRESSED OR IS ACTIVELY INDICATING SIDE-RAIL COMMUNICATION COMPATIBILITY INCLUDING VISUAL AND AUDIBLE TALK AND LISTEN VOLUME LEVELS VIA EASY-TO-USE TOUCHSCREEN MOUNT IN A STANDARD 19" RACK TO BE SHARED WITH THE FACILITYS IT CURRENT MODEL THE MATERIALS, APPLIANCES, EQUIPMENT AND DEVICES A CALL. Pe. ANNUNCIATION OF PATIENT SAFETY AND FALL PREVENTION ALARMS CONTROLS. THESE SETTINGS SHALL BE ADJUSTABLE ON A EQUIPMENT OR SHALL MOUNT IN AN INDEPENDENT RACK. THE IP F�.�'D A O SCALE SHALL BE TESTED AND LISTED BY A NATIONALLY RECOGNIZED APPROVAL ,�� y�T <; GENERATED BY THE BED AND OF DISCONNECTED BED. ROOM-BY-ROOM BASIS. SYSTEMS USING GROUP OR ZONE-WIDE AUDIO SWITCHES AND GATEWAYS SHALL HAVE POWER SUPPLIES TO SUPPORT ALL X. AS NOTED I AGENCY FOR USE AS PART OF AN AUDIO-VISUAL VOICE OVER IP-BASED F.ALL PERIPHERAL STATIONS SHALL HAVE THE ABILITY TO BE INDIVIDUALLY 1. NURSE CALL. SYSTEM. THE AUTHORIZED REPRESENTATIVE OF THE NUMBERED TO REPRESENT A SEPARATE AND DISTINCT LOCATION, EVEN ADJUSTMENTS SHALL NOT BE ACCEPTED. FIELD DEVICES INTERNALLY. SYSTEMS USING A PROPRIETARY f� MANUFACTURER SHALL BE RESPONSIBLE FOR THE SATISFACTORY FAT SHALL BE POSSIBLE TO CONFIGURE THE SYSTEM USING A MODULAR, STATIONS THAT ARE IN THE SAME DAISY CHAIN. ENCLOSURE/CARD CAGE FOR CENTRAL EQUIPMENT AND/OR REQUIRING a n DC7 DRAWING NUMBER INSTALLATION OF THE COMPLETE SYSTEM. FLEXIBLE GUI APPLICATION THAT PROVIDES THE SYSTEM ADMINISTRATOR THE R.THE STAFF CONSOLE SHALL ALLOW A USER TO CREATE A SERVICE TASK POWER SUPPLIES APART FROM THE CONTROL EQUIPMENT SHALL NOT BE A 0 � M sir ABILITY TO MANAGE, (ADD, DELETE, MODIFY) AND DIAGNOSE INFORMATION IDENTIFYING A PATIENTS SPECIFIC REQUEST. ACCEPTED. '�^ G.PERIPHERAL STATIONS SHALL NOT REQUIRE ANY SCREWS TO BE REMOVED I C -, 7 A"N Q�) WITHIN THE NURSE CALL NETWORK. SYSTEMS NOT SUPPORTING �r D.ALL ANNUNCIATORS, STAFF CONSOLES, IP SWITCHES, STATION GATEWAYS, FOR MAINTENANCE PERSONNEL TO REMOVE THE STATION, z �' TELEPHONE GATEWAYS, IP DEVICES, PATIENT STATIONS, DOME LIGHTS, AND ADMINISTRATIVE ACCESS REMOTELY SHALL NOT BE ACCEPTED. S.THE STAFF CONSOLE SHALL PROVIDE FOR UP TO THREE USER-SPECIFIED �� 266 yG4 NC =800000 ``. PERIPHERAL DEVICES SHALL BE PROVIDED BY THE SAME SYSTEM SUPPLIER, H.PERIPHERAL STATIONS SHALL NOT HAVE DIP SWITCHES THAT RERUIRE SERVICE REQUEST SOFT KEYS. B.IP SWITCHES SHALL BE NETWORKED, ALLOWING ALL UNITS/FLOORS OFAOFN G.THE SYSTEM SHALL NOT RELY ON ANY COMPUTER FOR OPERATION. FACILITY TO CONNECT AS A SINGLE SYSTEM. EACH NURSE CALL SYSTEM k AND SHALL BE DESIGNED AND TESTED TO ENSURE THAT THE SYSTEM MANUAL SETTING BY FIELD PERSONNEL. EACH STATION SHALL HAVE A OPERATES AS SPECIFIED. ALL EQUIPMENT AND COMPONENTS SHALL BE SYSTEMS REQUIRING A PC TO BE CONNECTED FOR OPERATION SHALL NOT PRECONFIGURED IDENTIFICATION NUMBER THAT SPECIFIES THE STATION TYPE SHALL CONNECT TO THE HOSPITAL'S NETWORK VIA A SOFTWARE BRIDGE SEAL �_ SHEETNO: OF 3 ..; ::;:: „ .. :: e :v . ::�� .R ;. .:.<.::;.,..:.:,... .... tea::- nx.... _... ;. ,. ., ..0..... THAT ISOLATES THE HOSPITAL NETWORK FROM THE NURSE CALL NETWORK. DATABASE. THIS DATA SHALL BE MADE AVAILABLE TO ASSIGNMENTS, PROVIDE SPECIFIC NOTATION ON EACH SHOP DRAWING, SAMPLE, CATALOG THE PROJECT. FAILURE TO ATTEND THE PRE-BID MEETING MAY BE THIS CONNECTION WILL PROVIDE CONNECTIVITY TO SUPPLEMENTAL FEATURESE.THE STAFF ASSIGNMENT SOFTWARE SHALL PROVIDE THE ABILITY TO MANAGE MESSAGING, MOBILE PHONES, AND REPORTING APPUCATIONS. SHEET, INSTALLATION MANUAL, ETC. SUBMITTED FOR REVIEW AND APPROVAL, CONSIDERED CAUSE FOR REJECTION OF THE CONTRACTOR'S BID. THE SUCH AS DISPLAY SCREENS, AN ADT SYSTEM, WIRELESS TELEPHONES, FLOAT STAFF WITH SEARCH FUNCTIONALITY. THE USER SHALL BE AOF EACH VARIATION. BLE TO MINUTES OF THIS MEETING WILL BE DISTRIBUTED TO ALL ATTENDEES AND iNO 'R' TH FORK :,* POCKET PAGERS, WIRELESS VOICE OVER IP DEVICES, AND A REPORTING SHALL CONSTITUTE AN ADDENDUM TO THESE SPECIFICATIONS. REASSIGN STAFF THAT WORK IN VARIOUS LOCATIONS THROUGHOUT THE 1.4.7 UST VIEW CLIENT SOFTWARE DATABASE. FACILITY FROM ONE UNIT TO ANOTHER WITHOUT ENTERING THE STAFF 1.5.2 CLOSEOUT SUBMITTAL NAMES INTO MULTIPLE DATABASES. RUST VIEW CUENT SOFTWARE SHALL BE AVAILABLE TO PROVIDE A UST VIEW CALL WORK, MAY BE CONDUCTED DURING NORMAL WORKING HOURS, 8:00 1.3.5 CALL CORDS A.M. TO 5:00 P.M., MONDAY THROUGH FRIDAY, BY PROPERLY COORDINATING OF UNIT ACTIVITY TO SUPPLEMENT THE STAFF CONSOLE. THIS CLIENT A.TWO (2) COPIES OF THE FOLLOWING DOCUMENTS SHALL BE DELIVERED TO THE WORK WITH THE OWNER. NOISE RESTRICTIONS p0 APPLY. THE CORE R THE STAFF ASSIGNMENT SOFTWARE MUST BE BROWSER-BASED, ALLOWING SHALL PROVIDE INFORMATION ON: THE BUILDING OWNER'S REPRESENTATIVE AT THE TIME OF SYSTEM TESTING OF SIGNALS AND OTHER WORK DISRUPTIVE TO 1.3.5.1 SINGLE CALL CORDS SHIFT ASSIGNMENTS TO BE COMPLETED FROM ANY NETWORKED COMPUTER DRILLING, , 1.PENDING CALLS ACCEPTANCE. THE CLOSEOUT SUBMITTALS SHALL INCLUDE OCCUPANTS WILL BE PROHIBITED BETWEEN 6:00 A.M. AND 6:00 P.M.. IN THE FACILITY. SYSTEMS REQUIRING A DEDICATED PC OR A CLIENT TO 700 BOISSEAU AVE, SOUTHOLD, NY BE LOADED FOR COMPLETION OF STAFF ASSIGNMENTS SHALL NOT BE 2.ACTIVE SERVICE TASKS 1.PROJECT-SPECIFIC OPERATING MANUALS COVERING THE INSTALLED MONDAY THROUGH FRIDAY, AND WILL BE EXPLAINED AT THE PRE-BID A.PROVIDE CALL CORDS AS REQUIRED. THE CALL CORD SHALL HAVE A ACCEPTED. 3.REMINDER REASON SYSTEM. MEETING THE CONTRACTOR IS TO INCLUDE, IN HIS BASE BID, ALL OVERTIME ; HEAVY DUTY, MOLDED, X" CONNECTOR, A FLEXIBLE PVC JACKS-IED CABLE, 2.AS-BUILT DRAWINGS CONSISTING OF: A SCALED PLAN OF EACH NECESSARY TO COMPLETE HIS WORK. C STAFF LOCATION (AUTOMATED WITH PRESENCE OF IR LOCATE) AND A MOLDED, FLAME RETARDANT, ABS SWITCH HOUSING. THE SWITCH BUILDING SHOWING THE PLACEMENT OF EACH INDIVIDUAL ITEM OF G.STAFF ASSIGNMENTS SHALL ALLOW ASSIGNMENT OF MULTIPLE BRAND NURSE SHALL BE THE MOMENTARY CONTACT TYPE. THE CORD SHALL BE <8'> IN 5.PATIENT RECORD DATA (MANUALLY OR AUTOMATICALLY WITH PRESENCE EQUIPMENT, AS WELL AS RACEWAY SIZE AND ROUTING, JUNCTION D.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRIOR COORDINATION OF LENGTH, HAVE AN INTEGRATED SHEET CUP, AND BE SUITABLE FOR CALL SYSTEMS AND OTHER 3Rd PARTY MEDICAL DEVICES SUCH AS OF ADT INTERFACE) BOXES, AND THE CONDUCTOR SIZE, QUANTITY, AND COLOR IN EACH ETHYLENE OXIDE STERILIZATION. MONITORS. RACEWAY. ALL DRAWINGS MUST REFLECT POINT-TO-POINT WIRING, ALL WORK AND DEMOLITION WITH THE OWNER. ; fi.PATIENT PRECAUTIONS (INDICATED BY ICON AND TEXT) DEVICE ADDRESSES, AND PROGRAMMED CHARACTERISTICS. B.CALL CORDS SHALL BE OF A SEALED DESIGN WITH A SMOOTH SHAPE AND a)FALL RISK 1.9 WARRANTIES AND MAINTENANCE \ MINIMAL CREVICES TO ALLOW FOR EASY, COMPREHENSIVE CLEANING TO H.STAFF ASSIGNMENT SOFTWARE SHALL ALLOW UNIQUE ASSIGNMENTS OR CALL 3.THE APPLICATION PROGRAM LISTING FOR THE SYSTEM AS INSTALLED AT ASSIST IN KEEPING INFECTIOUS CONTAMINANT'S OUT OF THE PENDANT AND ESCALATIONS BASED ON EVENT TYPE OR SYSTEM GENERATING THE EVENT. b)NPO (FOOD AND FLUID SHALL BE WITHHELD FOR VARIOUS THE TIME OF ACCEPTANCE BY THE BUILDING OWNER (DISK, HARD REDUCE THE POTENTIAL FOR CROSS CONTAMINATION. REASONS, E.G. PRE-OP) COPY PRINTOUT, AND ALL REQUIRED PASSWORDS). 1.9.1 WARRANTY C.AN OPTIONAL CALL CORD SHALL BE AVAILABLE PROVIDING A CALL I. STAFF ASSIGNMENT SOFTWARE SHALL ALLOW ASSIGNMENTS TO BE c)N (IV PUMP ASSIGNED) 4.THE NAME, ADDRESS, AND TELEPHONE NUMBER OF THE AUTHORIZED ASSURANCE LED INDICATING TO THE PATIENT A CALL HAS BEEN PLACED. AUTOMATICALLY OR MANUALLY ACTIVATED AT A DESIGNATED START TIME. d)I/0 (MONITORING OF FLUID INPUT/OUTPUT REQUIRED) FACTORY REPRESENTATIVE. A.THE CONTRACTOR SHALL WARRANTY ALL MATERIALS, INSTALLATION, AND e)TOUCH (PATIENT MAY BE DIABETIC AND USES A DEVICE FOR WORKMANSHIP FOR ONE (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS 1.3.5.2 BREATHCALL CALL CORDS 1.4.3 MESSAGING MONITORING BLOOD SUGAR OR GLUCOSE LEVELS) 1.6 QUALITY ASSURANCE OTHERWISE SPECIFIED. A COPY OF THE MANUFACTURER'S WARRANTY SHALL BE PROVIDED WITH CLOSEOUT DOCUMENTATION AND INCLUDED WITH A.PROVIDE BRFATHCALL�R) CALL CORDS FOR USE BY PATIENTS WHO DO NOT f)ISOLATION THE OPERATION AND INSTALLATION MANUALS. HAVE ADEQUATE USE OF THEIR HANDS TO INITIATE A CALL THE A.THE SYSTEM SHALL ALLOW TEXT MESSAGES TO BE SENT TO WIRELESS g)NINP (NO INFO NO PUBLICATION) 1.6.1 QUALIFICATIONS OF CONTRACTOR f DEVICES FROM A MESSAGING BROWSER. LOGIN TO THE BROWSER SHALL BREATHCALLG CORD SHALL HAVE A HEAVY DUTY, MOLDED, 34" CONNECTOR, BE PASSWORD PROTECTED. h)ALLERGY A.THE CONTRACTOR SHALL HAVE SUCCESSFULLY INSTALLED SIMILAR SYSTEMS B.THE SYSTEM SUPPLIER SHALL MAINTAIN A SERVICE ORGANIZATION WITH A FLEXIBLE: PVC JACKETED CABLE, AND A MOMENTARY CONTACT SWITCH ADEQUATE SPARE PARTS STOCK WITHIN 75 MILES OF THE INSTALLATION. 7.ACTIVITY HISTORY PER PATIENT/BED INCLUDING: OF COMPARABLE SIZE AND COMPLEXITY. THE OWNER RESERVES THE Z THAT IS SENSITIVE TO AIR PRESSURE. THE CORD SHALL BE 9' IN LENGTH, ANY DEFECTS THAT RENDER THE SYSTEM INOPERATIVE SHALL BE REPAIRED B.THE MESSAGING SOFTWARE SHALL ALLOW THE USER TO SEND A MESSAGE a CA(� RIGHT TO REJECT ANY CONTROL COMPONENTS FOR WHICH EVIDENCE OF A FEATURE AN ADJUSTABLE ARM FOR CLAMPING THE CALL CORD ONTO A ) WITHIN 24 HOURS OF THE OWNER NOTIFYING THE CONTRACTOR. HEADBOARD OR BED FRAME, AND BE SUITABLE FOR USE IN OXYGEN TO A CAREGIVER'S WIRELESS DEVICE BY SELECTING EITHER THE b)AUDIO CONNECTION TO ROOM SUCCESSFUL PRIOR INSTALLATION PERFORMED BY THE CONTRACTOR ATMOSPHERES. EACH BREATHCALL(91 CALL CORD SHALL BE FURNISHED WITH CAREGIVER'S NAME. CANNOT BE PROVIDED. c)SERVICE TASKS 1.10 TRAINING TWELVE (12) REPLACEMENT STRAWS. ISSUE: C.THE MESSAGING SOFTWARE SHALL PROVIDE FEEDBACK TO INDICATE THAT d)TEXT MESSAGES (AUTOMATIC AND MANUAL) B.THE CONTRACTOR SHALL HAVE IN-HOUSE ENGINEERING AND PROJECT 1.3.5.3 AIR BULB CALL CORDS THE WIRELESS SYSTEM HAS RECEIVED THE MESSAGE. SYSTEMS THAT DO e)STAFF ARRIVALS MANAGEMENT CAPABILITY CONSISTENT WITH THE REQUIREMENTS OF THIS 1.10.1 TRAINING DESCRIPTION DATE BY NOT PROVIDE ACKNOWLEDGMENT OF SENT MESSAGES SHALL NOT BE PROJECT. QUALIFIED AND APPROVED REPRESENTATIVES OF THE SYSTEM ACCEPTED. MANUFACTURER SHALL PERFORM THE DETAILED ENGINEERING DESIGN OF ISSUED TO DOH 05.03.17 CP A.PROVIDE AIR BULB CALL CORDS FOR USE BY PATIENTS WHO MUST REMAIN B.IN ADDITION, THE UST VIEW CLIENT SHALL OPTIONALLY DISPLAY THE ALL CONTROL EQUIPMENT. QUALIFIED AND APPROVED REPRESENTATIVES OF A.THE SYSTEM SUPPLIER SHALL SCHEDULE AND PRESENT A MINIMUM OF 8 DISTANT FROM ELECTRICAL FIXTURES. THE AIR BULB CALL CORD SHALL FOLLOWING INFORMATION WHEN INTEGRATED WITH ADT. THE SYSTEM MANUFACTURER SHALL PRODUCE ALL DRAWINGS SUBMITTALS HOURS OF DOCUMENTED FORMALIZED INSTRUCTION FOR THE BUILDING ISSUED FOR CONSTRUCTION 05.05.17 CP HAVE A HEAVY DUTY, MOLDED, COMBINATION " CONNECTOR AIR PRESSURE D.THE MESSAGING SOFTWARE SHALL BE BROWSER-BASED, ALLOWING USERS 1.ADMITTED LOCATION AND OPERATING MANUALS. THE CONTRACTOR IS RESPONSIBLE FOR OWNER, DETAILING THE PROPER OPERATION OF THE INSTALLED SYSTEM. ` - - /� ISSUED FOR ADDENDUM 1 05.19.17 CP TO SEND MESSAGES FROM ANY NETWORKED PC WITH INTERNET EXPLORER RETAINING QUALIFIED AND APPROVED REPRESENTATIVE(S) OF THOSE SYSTEM SENSITIVE SWITCH. THE CORD SHALL CONSIST OF <6'> <105 OF 2.PATIENT ID FLEXIBLE TUBING TERMINATED WITH AN AIR BULB. HAVE AN INTEGRATED 10.0 OR NEWER. SYSTEMS THAT REQUIRE A DEDICATED PC OR SPECIAL MANUFACTURERS SPECIFIED FOR DETAILED SYSTEM DESIGN AND B.THE INSTRUCTION SHALL BE PRESENTED IN AN ORGANIZED AND PLUMBING UPDATES 06.13.17 CP SOFTWARE LOADED ONTO INDIVIDUAL PCS TO PROVIDE MESSAGING ACCESS 3.PATIENT NAME DOCUMENTATION. COORDINATION OF SYSTEM INSTALLATION REQUIREMENTS, PROFESSIONAL MANNER BY A PERSON WHO HAS BEEN FACTORY TRAINED IN SHEET CUE , BE SUITABLE FOR USE IN OXYGEN ATMOSPHERES, AND BE REVISED PER DOH COMMENTS 07.11.17 CP SUITABLE FOR ETHYLENE OXIDE STERILIZATION. SHALL NOT BE ACCEPTED. 4.DATE OF BIRTH (AGE) AND FINAL SYSTEM TESTING AND COMMISSIONING IN ACCORDANCE WITH THE OPERATION AND MAINTENANCE OF THE EQUIPMENT AND WHO IS ALSO 5.SEX THESE SPECIFICATIONS. THOROUGHLY FAMILIAR WITH THE INSTALLATION. ISSUED FOR DOB APPROVAL 03.23.18 CP 1.3.5.4 GERIATRIC CALL CORDS 1.4.4 WIRELESS TELEPHONE INTEGRATION 6.DOCTOR (ATTENDING DOCTOR) __. 7.STATUS (ROUTINE, PRIORITY, URGENT) 1:6.2 PRE-INSTALLATION REQUIREMENTS C.OPTIONALLY, IN SERVICE TRAINING FOR CLINICAL STAFF SHALL BE A.THE NURSE CALL SYSTEM SHALL ALLOW CONNECTION TO ANY BRAND OF CONDUCTED BY CUNICAL PROFESSIONALS. VENDORS WHO CANNOT &PROVIDE GERIATRIC CALL CORDS FOR USE BY PATIENTS WHO HAVE MINIMAL &PATIENT PRECAUTIONS PROVIDE TRAINERS WITH CLINICAL BACKGROUND FOR IN-SERVICE TRAINING IN-HOUSE WIRELESS TELEPHONE SYSTEM INCLUDING WIRELESS IP SYSTEMS. A.THE PROVIDER SHALL SUBMIT A DETAILED PROJECT PLAN THAT WILL USE OF THEIR HANDS TO INITIATE A CALL THE GERIATRIC CALL CORD THIS INTEGRATION SHALL ALLOW CALLS FROM PATIENTS TO AUTOMATICALLY 9.FREE-TEXT INFORMATION SHALL NOT BE ACCEPTED. Xi SHALL HAVE A HEAVY DUTY, MOLDED, " CONNECTOR, A FLEXIBLE DESCRIBE IN DETAIL HOW THE PROVIDER WILL APPROACH THE PROJECT RING THE WIRELESS DEVICE OF THE ASSIGNED CAREGIVER(S). THE FROM INCEPTION TO FINALIZATION. THE PLAN MUST INCLUDE AT A <WHITE> <BEIGE> <GRAY> PVC JACKETED CABLE WITH A SENSITIVE, WIRELESS DEVICE MUST SHOW THE CAREGIVER THE BED NUMBER OF THE MOMENTARY CONTACT REED SWITCH THAT REQUIRES ONLY A GENTLE C.THE UST VIEW CLIENT SHALL ALLOW USER TO EXPAND EVENTS TO SHOW MINIMUM THE FOLLOWING INFORMATION: CALL,OR TAP TO ACTIVATE. THE CORD SHALL BE 10' IN LENGTH, HAVE -L, THE CALL TYPE/PRIORITY, AND OPTIONALLY EITHER THE UNIT NAME ADDITIONAL INFORMATION INCLUDING: EVENT HISTORY, PATIENT 1.PROJECT STAGING PART 2 EXECUTION AN INTEGRATED SHEET CUP. AND BE SUITABLE FOR ETHYLENE OXIDE OR THE PATIENT NAME (WITH PRESENCE OF ADT INTERFACE). DEMOGRAPHICS (WITH ADT/EHR INTEGRATION) AND ROOM SUMMARY FOR 2.PROJECT MANAGEMENT STERILIZATION. THE FIRST CALL ON THE PENDING CALLS UST. 3.EQUIPMENT SCHEDULES 2.1 INSTALLATION B.THE WIRELESS TELEPHONE INTEGRATION SHALL ALLOW NO LESS THAN 4.INSTAL1AlI0N TIME LINES 1.3.5.5 PILLOW SPEAKERS THREE LEVELS OF STAFF, PLUS A CHARGE NURSE AND A "GROUP," TO BE D.FACH UST VIEW LOGIN SHALL BE CAPABLE OF HAVING A UNIQUE REMINDER ASSIGNED TO EACH PATIENT/BED OR CALL PRIORITY. THESE ASSIGNMENTS REASON AND MESSAGING UST. SYSTEMS REQUIRING ALL USERS TO SHARE 5.OTHER TRADE REQUIREMENTS 2.1.1 GENERAL SHALL BE PERFORMED VIA THE CLIENT-BASED ASSIGNMENTS SOFTWARE. THE SAME REMIND AND MESSAGING UST SHALL NOT BE ACCEPTED. 6.FlNAL ACCEPTANCE TESTING &PROVIDE ONE (1) PILLOW SPEAKER FOR EACH SINGLE PATIENT STATION THE ROLLOVER TIME FROM THE PRIMARY STAFF MEMBER TO THE 7.PERSONNEL RESUMES A.ALL EQUIPMENT SHALL BE ATTACHED TO WALLS AND CEILING/FLOOR AND TWO (2) PILLOW SPEAKERS FOR EACH QUAL PATIENT STATION. THE SECONDARY, TERTIARY. AND CHARGE NURSE SHALL BE DEFINABLE BY THE E.THE UST VIEW CLIENTS SHALL BE PASSWORD PROTECTED. THE LOGIN &PROGRESS REPORT SAMPLE ASSEMBLIES AND SHALL BE MOUNTED FIRMLY IN PLACE. FASTENERS AND PILLOW SPEAKERS SHALL HAVE AN 18-PIN, DURABLE PLUG THAT CAN FACILITY. PASSWORD SHALL DETERMINE THE UNITS VISIBLE AND VIEW PFEFERE LACES SUPPORTS SHALL BE SIZED TO SUPPORT THE REQUIRED LOAD. WITHSTAND ACCIDENTAL REMOVAL FROM STATION PLUG WITHOUT DAMAGE TO FOR EACH CLIENT. PILLOW SPEAKER OR PATIENT STATION. THE HOUSING SHALL CONTAIN THE B.ALL EQUIPMENT AND COMPONENTS SHALL BE INSTALLED IN STRICT NURSE CALL BUTTON, A SPEAKER, AND BUTTONS FOR TV VOLUME CONTROL C.A CAU_ ESCALATION MANAGER SHALL MANAGE AUTOMATIC MESSAGING TO COMPLIANCE WITH EACH MANUFACTURER'S RECOMMENDATIONS. CONSULT 2.1.2 CONDUCTORS AND CHANNEL CONTROL IN A MOLDED, FLAME-RETARDANT, ABS HOUSING. WIRELESS DEVICES. THE CALL ESCALATION MANAGER SHALL ALSO PROVIDE F.UST VIEW CUENT'S EVENT NOTIFICATION COLORS SHALL BE CONFIGURABLE THE MANUFACTURER'S INSTALLATION MANUALS FOR ALL WIRING DIAGRAMS THE CORD SHALL BE 8' IN LENGTH AND HAVE AN INTEGRATED SHEET CLIP. GROUP PAGE FUNCTIONS THAT ALLOW ANY DEFINED GROUP OF DEVICES TO TO MATCH CORRIDOR LIGHT SETTINGS. SCHEMATICS PHYSICAL EQUIPMENT SIZES, ETC. BEFORE BEGINNING SYSTEM RECEIVE ANY SELECTED CALL TYPE(S). WHEN A CALL IS SENT TO A A.THE REQUIREMENTS OF THIS SECTION APPLY TO ALL SYSTEM CONDUCTORS, GROUP, THE CALL ESCALATION MANAGER SHALL ALSO PROVIDE THE ABILITY INSTALLATION. REFER TO THE MANUFACTURERS RISER/CONNECTION DC POWER, AND GROUNDING/SHIELD DRAIN CIRCUITS, AND TO ANY OTHER B.OPTIONAL :i7-PIN PILLOW SPEAKERS MAY BE USED TO PLUG INTO 37-PIN TO TRANSMIT A "CALL CANCEL" IN THE EVENT OF A CALL BEING ATTENDED G.THE UST VIEW CLIENT SHALL BE CAPABLE OF MESSAGING A CAREGIVER DIAGRAMS AND DETAILS FOR ALL SPECIFIC SYSTEM WIRING INSTALI.EQ BY THE CONTRACTOR PURSUANT TO THE REQUIREMENTS BED RECEPTACLES. TO; REMAINING STAFF NOT YET ON-STYE CAN BE NOTIFIED THAT THE INSTALLAIION/TERMINATION/WIRING DATA. OF THESE SPECIFICATIONS. SITUATION HAS BEEN ATTENDED T0. (ONE EELIST VIEW SCREEN ASSIGNED OR ANY ACTIVE STAFF MEMBER) FROM • DO NOT SCALE PLANS 1.4 INTEGRATIONS 1.6.3 START AND COMPLETION DATES BALL CIRCUITS SHALL BE RATED AND POWER UMITED IN ACCORDANCE WITH D.SYSTEM SHALL BE CAPABLE OF INTEGRATING TO <ASCOM> <POLYCOM> H.THE UST VIEW CLIENT SHALL BE CAPABLE OF RUNNING ON AN EXISTING THE NATIONAL ELECTRICAL CODE (NEC), AND INSTALLED IN CONDUIT OR ARCHITECT;OF RECORD ,.. 1.4.1 INTERFACE ENGINE <SPECTRALINK> <VOCERA> <CISCO> WIRELESS DEVICES WITHOUT THE PC AT THE NURSE STATION OR ON A PC DEDICATED TO NURSE CALL A.THE STARTING AND COMPLETION DATES FOR THIS WORK SHALL BE ENCLOSED RACEWAY. ALL SYSTEM CONDUCTORS SHALL BE OF THE TYPE(S) ( NEED FOR ADDITIONAL THIRD PARTY SOFTWARE, SYSTEM FUNCTIONS. SYSTEMS REQUIRING A DEDICATED PC FOR THE ESTABLISHED AT THE PRE-BID MEETING. SPECIFIED HEREIN. Terjesen Associates, Architects FUNCTIONS LISTED SHALL NOT BE ACCEPTED. • CATEGORY 5/5E OR CATEGORY 6 A.EACH NURSE CALL NETWORK SHALL CONNECT TO THE HOSPITAL'S NETWORK E.WHEN INTEGRATED WITH ASCOM UNITE, THE NURSE CALL SYSTEM SHALL 1.6.4 SUBMISSION OF BID 16 AWG POWER IF APPLICABLE) 248 West 35th Street 11th Floor New York, NY 10001 VIA A SOFTWARE BRIDGE THAT ISOLATES THE HOSPITAL NETWORK FROM SUPPORT THE ABILITY TO GENERATE SERVICE TASK EVENTS FROM WIRELESS I. UST VIEW CLIENTS SHALL BE CAPABLE OF 'FILTERING` CALL ACTIVITY BASED ( 212.239.1526 Fax: 212.736.7899 THE NURSE CALL NETWORK. THIS CONNECTION TO THE HOSPITALS PHONES. ON CALL PRIORITY AND/OR WHAT NURSING UNIT THE EVENT WAS NETWORK WILL ALLOW THE INTEGRATION OF SUPPLEMENTAL SYSTEMS SUCH GENERATED. FONT SIZE AND COLOR SHALL ALSO BE CONFIGURABLE. A.COPIES TO: EP ENGINEERING 2.1.3 CONDUCTORS AND RACEWAYS E-mail: info@terjesenarchitects.com AS: F.THE WIRELESS INTEGRATION SHALL ALLOW DEVICE FAILURES IN THE NURSE THESE FEATURES SHALL ALLOW UST VIEW CUENTS TO HAVE THE 1.WIRELESS COMMUNICATION SYSTEM(S) CALL. SYSTEM TO GENERATE AN AUTOMATIC CALL DIRECTLY TO A BIOMED FLEXIBILITY SERVE AS SYSTEM WIDE SUPPLEMENTAL CODE BLUE DISPLAY(S) B.BIDS SHALL BE SUBMITTED ON THE BID FORM. FOUR (4) COPIES OF THE A.THE ENTIRE SYSTEM SHALL BE INSTALLED IN A SKILLFUL MANNER IN MECHANICAL ENGINEER . 2.REPORTENG DATABASE DEVICE. AND DEPARTMENTAL STATUS SCREENS TO ALLOW LCD'S OR PLASMAS TO BE BID FORM SHALL BE SUBMITTED AND ONE COPY RETAINED BY THE BIDDER ACCORDANCE WITH APPROVED MANUFACTURER'S INSTALLATION MANUALS, 3.ADT INTEGRATION AS AN OPTION TO MARQUEE DISPLAYS. FOR HIS RECORDS. ALL BLANK SPACES FOR BID PRICES SHALL BE FILLED SHOP DRAWINGS, AND WIRING DIAGRAMS. THE CONTRACTOR SHALL ; � r.9�� 4.PC STAFF CONSOLE APPLICATIONS USING INK OR TYPEWRITTEN. ANY EXCEPTIONS TO THE BID DOCUMENTS FURNISH ALL CONDUIT, WIRING, OUTLET BOXES, JUNCTION BOXES, G.THE WIRELESS INTEGRATION SHALL NOT REQUIRE OWNER TO DISABLE 110 William Street 32nd Floor NewYork, NY 10038 FUNCTIONS OF THE WIRELESS PHONES INCLUDING VOICE MAIL. J.UST VIEW CLIENT SHALL INTERACT WITH ASSOCIATED STAFF CONSOLE TO OR QUALIFICATION OF THE BIDDERS BID SHALL BE FULLY EXPLAINED CABINETS, AND SIMILAR DEVICES NECESSARY FOR THE COMPLETE 5.PATIENT/STAFF ASSIGNMENTS PROVIDE A VIEW OF EVENTS WHICH REFLECT THE SAME TOPOLOGY AND WHERE INDICATED ON THE BID FORM. INSTALLATION. ALL WIRING SHALL BE OF THE TYPE REQUIRED BY THE NEC 212.257.6190 Fax: 212.994.8091 6.AUTOMATIC MANUAL MESSAGING AND APPROVED FOR THE PURPOSE BY LOCAL AUTHORITIES HAVING / COVERAGE AREAS AS PRESENTED ON THE ASSOCIATED STAFF CONSOLE. www.EPENGINEERING.com 7.THIS INTEGRATION SHALL PROVIDE A SINGLE DATABASE FOR THE ENTIRE H.THE WIRELESS INTEGRATION SHALL ALLOW SERVICE TASKS TO BE CREATED 1.7 DELIVERY. STORAGE AND HANDLING JURISDICTION. w............ . w..._.,.W............. w..... FROM MOBILE DEVICES. STRUCTURAL ENGINEER FACILITY, FOR EASE OF ADMINISTRATOR MAINTENANCE. 1.4.8 BED VIEW CLIENT SOFTWARE B.ANY SHORTS OPENS, OR GROUNDS FOUND ON NEW OR EXISTING WIRING 1.4.5 POCKET PAGER INTERFACE 1.7.1 RECEIVING AND HANDLING SHALL BE CORRECTED PRIOR TO THE CONNECTION OF THESE WIRES TO Engineering Firm B.THE INTEGRATION PLATFORM MUST BE COMPATIBLE WITH OTHER NURSE ABED VIEW CLIENT SOFTWARE SHALL BE AVAILABLE TO PROVIDE A VIEW OF ANY PANEL COMPONENT OR FIELD DEVICE. Address CALL SYSTEMS OFFERED E3Y THE SELECTED VENDOR TO ALLOW MIGRATION EACH NURSING UNIT VIA LOGIN TO SUPPLEMENT THE STAFF CONSOLE. A.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RECEIVING, HANDLING, OPTIONS TO OTHER SYSTEMS. A MANUFACTURER WHOSE INTERFACE A.THE NURSE CALL SYSTEM SHALL ALLOW CONNECTION TO MOST BRANDS OF Phone Fax:THIS CLIENT SHALL DISPLAY THE FOLLOWING INFORMATION: AND STORAGE OF HIS MATERIALS AT THE JOB SITE. CALL PENETRATION OF FLOOR SLABS AND FIREWALLS SHALL BE PLATFORM CANNOT BE SHARED WITH THEIR OTHER SYSTEMS SHALL NOT BE IN-HOUSE POCKET PAGER SYSTEMS VIA TAP 1.8 PROTOCOL THIS E-mail: ACCEPTED. INTEGRATION SHALL ALLOW CALLS FROM PATIENTS TO AUTOMATICALLY SEND 1.ROOM NUMBER FIRE-STOPPED IN ACCORDANCE WITH ALL LOCAL FIRE CODES. TEXT MESSAGES TO THEIR ASSIGNED CAREGIVER(S). THE PAGER DISPLAY 2.BED DESIGNATION B.USE OF LOADING DOCKS, SERVICE DRIVEWAYS, AND FREIGHT ELEVATORSPROJECT ROJECT C.THE SYSTEM SHALL SUPPORT INDUSTRY STANDARD PROTOCOL OUTPUT TO MUST SHOW THE CAREGIVER THE BED NUMBER OF THE CALL. THE CALL 3.CALL ACTIVITY VW ROOM COLOR CHANGE SHALL BE COORDINATED WITH THE OWNER. 2.2 FIELD QUALITY CONTROL INTERFACE TO 3RD PARTY MIDDLEWARE PLATFORMS. TYPE/PRIORITY, AND OPTIONALLY THE UNIT NAME OR PATIENT NAME (WITH 4.SERVICE TASK ICONS SOUTHOLD ASC PRESENCE OF ADT INTERFACE). 5 ACTIVE EVENTS 1.7.2 STORAGE 2.2.1 TEST & INSPECTION D.THE SYSTEM SHALL SUPPORT DOWNLOADABLE SOFTWARE FOR UPDATES OR &SERVICE TASKS (WITH SERVICE DETAILS) 700 B O I SS EAU AVENUE NEW INSTALLATIONS. SYSTEMS REQUIRING HARD MEDIA (E.G. CD, DVD, ETC.) B.THE POCKET PAGER INTEGRATION SHALL ALLOW NO LESS THAN THREE 7STAFF PRESENCE A.THE OWNER WILL PROVIDE THE CONTRACTOR WITH A LOCKABLE STORAGE A.ALL WIRING SHALL BE TESTED FOR CONTINUITY, SHORTS, AND GROUNDS SOUTHOLD, NY , TO BE USED SHALL NOT BE ACCEPTED. LEVELS OF STAFF, PLUS A CHARGE NURSE ANDA "GROUP," TO BE SPACE FOR THE CONTRACTORS USE DURING THIS PROJECT. THE BEFORE THE SYSTEM IS ACTIVATED, ASSIGNED TO EACH PATIENT/BED OR CALL PRIORITY. THESE ASSIGNMENTS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THIS SPACE. E.THE SOFTOIARE BRIDGE SHALL BE ABLE TO RUN ON A DESKTOP, SERVER SHALL BE PERFORMED VIA THE CUENT-BASED ASSIGNMENTS SOFTWARE. B.THE BED VIEW CLIENT SHALL BE USER CONFIGURABLE TO SELECT THE ROLLOVER TIMES BETWEEN ASSIGNED CAREGIVERS SHALL BE DEFINABLE LOCATIONS AND EVENT TYPES TO MONITOR. B.ALL TEST EQUIPMENT, INSTRUMENTS, TOOLS, AND LABOR REQUIRED TO OR VIRTUAL_ HARDWARE ENVIRONMENT. BY THE FACILITY. EACH NURSING UNIT SHALL BE HAVE THE ABILITY TO &OVERNIGHT STORAGE OF MATERIALS IS LIMITED TO THE ASSIGNED STORAGE CONDUCT THE TESTS SHALL BE MADE AVAILABLE BY THE INSTALLING DRAWING TITLE L SOFTWARE BRIDGE REQUIREMENTS FOR DESKTOP: DEFINE ROLLOVER TIMES INDEPENDENT OF OTHER DEPARTMENT C.THE BED VIEW CLIENTS SHALL BE PASSWORD PROTECTED. SAME DAY MATERIALS RETURNEDBROUGHT TO THE THE ASS WORK AREA SHALL E A B INSTALLED LESS D THE CONTRACTOR. NURSE CALL ii.WINDOINS 7 WITH SQL SERVER 2008 R2 REQUIREMENTS. PREVIOUSLY APPROVED BY THE OWNER. SPECIFICATIONS iii.WINDOINS 10 WITH SQL SERVER 2014 C.THE SYSTEM, INCLUDING ALL ITS SEQUENCE OF OPERATIONS, SHALL BE 2.SOFTWARE BRIDGE REQUIREMENTS FOR SERVER: C.A CALL ESCALATION MANAGER SHALL MANAGE AUTOMATIC MESSAGING TO D.THE BED VIEW CLIENT SHALL BE CAPABLE OF RUNNING ON AN EXISTING PC AT THE NURSE STATION. SYSTEMS REQUIRING A DEDICATE) PC FOR DEMONSTRATED TO THE OWNER OR HIS REPRESENTATIVE. IN THE EVENT i. WINDOWS SERVER 2008 R2 WITH SQL 2008 R2 THE POCKET PAGERS. THE CALL ESCALATION MANAGER SHALL ALSO THE FUNCTIONS LISTED SHALL NOT BE ACCEPTED. 1.7.3 RUBBISH THE SYSTEM DOES NOT OPERATE PROPERLY, THE TEST SHALL BE (2 OF 2) PROVIDE GROUP PAGE FUNCTIONS THAT ALLOW ANY DEFINED G TERMINATED. CORRECTIONS SHALL BE MADE AND THE TESTING PROCEDURE R.WINDOWS SERVER 2012 R2 WITH SQL 2014 DEVICES TO RECEIVE ANY SELECTED CALL TYPE(S). A.THE CONTRACTOR SHALL REMOVE RUBBISH AND DEBRIS RESULTING FROM SHALL BE REPEATED UNTIL IT IS ACCEPTABLE TO THE OWNER, HIS 1.5 SUBMITTALS HIS WORK ON A DAILY BASIS. RUBBISH NOT REMOVED BY THE REPRESENTATIVES, AND THE FIRE INSPECTOR. DATE 1.4.2 PATIENT, STAFF ASSIGNMENTS D.THE CALL ESCALATION MANAGER SHALL ALSO PROVIDE THE ABILITY TO CONTRACTOR WILL BE REMOVED BY THE OWNER AND BACK-CHARGED TO 5119117 TRANSMIT A CALL CANCEL IN THE EVENT OF A CALL BEING ATTENDED TO; 1.5.1 PROJECT SUBMITTAL THE CONTRACTOR. D.AT THE FINAL TEST AND INSPECTION, A FACTORY-TRAINED REPRESENTATIVE A.STAFF ASSIGNMENT SOFTWARE TO ASSIGN STAFF TO WIRELESS DEVICES AND REMAINING STAFF NOT YET ON-SITE CAN BE NOTIFIED THAT THE SITUATION OF THE SYSTEM MANUFACTURER SHALL DEMONSTRATE THAT THE SYSTEM PROJECT NUMBER STAFF TO BEDS SHALL BE AVAILABLE VIA PC-BASED SOFTWARE. THE HAS BEEN ATTENDED TO. B.REMOVAL OF DEBRIS AND RUBBISH FROM THE PREMISES SHALL BE FUNCTIONS PROPERLY IN ACCORDANCE WITH THESE SPECIFICATIONS. THE 2017.025 A.THE CONTRACTOR SHALL PURCHASE NO EQUIPMENT FOR THE SYSTEM REPRESENTATIVE SHALL PROVIDE TECHNICAL SUPERVISION, AND SHALL STAFF ASSIGNMENT SCREENS SHALL BE PASSWORD PROTECTED. THE LOGIN SPECIFIED HEREIN UNTIL THE OWNER HAS APPROVED THE PROJECT COORDINATED WITH THE OWNER. PARTICIPATE DURING ALL OF THE TESTING FOR THE SYSTEM. DRAWN BY PASSWORD SHALL DETERMINE THE STAFF, BEDS AND WIRELESS DEVICES E.THE POCKET PAGER INTE=GRATION SHALL ALLOW DEVICE FAILURES IN THE SUBMITTALS IN THEIR ENTIRETY AND HAS RETURNED THEM TO THE AVAILABLE TO THE USER. NURSE CALL SYSTEM TO GENERATE AN AUTOMATIC PAGE TO A BIOMED CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MEET THE ---+ JV PAGER(S). ENTIRE INTENT AND FUNCTIONAL PERFORMANCE DETAILED IN THESE 1.8 PROJECT CONDITIONS B.STAFF ASSIGNMENT SOFTWARE, WITH INTEGRATION TO THE EHR SHALL SPECIFICATIONS. APPROVED SUBMITTALS SHALL ONLY ALLOW THE �� Eb C,y� SCALE ALLOW THE: USER TO VIEW THE PATIENT NAME, AGE AND SEX FOR EACH CONTRACTOR TO PROCEED WITH THE INSTALLATION AND SHALL NOT BE 1.8.1 CONDITIONSC, BED. F. � THE POCKET PAGER INTEGRATION SHALL ALLOW HOUSEKEEPING EVENTS TO CONSTRUED TO MEAN THAT THE CONTRACTOR HAS SATISFIED THE � i�� }� AS NOTED GENERATE AN AUTOMATIC PAGE TO A HOUSEKEEPING DEVICE. C REQUIREMENTS OF THESE SPECIFICATIONS. THE CONTRACTOR SHALL SUBMIT fr Cj DRAWING NUMBER THREE {3) COMPLETE SETS F DOCUMENTATION WITHIN 30 CALENDAR DAYS A.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO INSPECT THE JOB SITE m OA C.UN000UPIED BEDS SHALL BE FLAGGED OR INDICATED INFORMING USER AFTER A PURCHASE ORDER O AWARDEDAND BECOME FAMILIAR WITH THE CONDITIONS UNDER WHICH THE WORK 1,4.6 ADT/EHR INTERFACE . THAT ASSIGNMENTS ARE NOT REQUIRED WILL BE PERFORMED. INSPECTION OF THE BUILDING MAY BE MADE BY v ar APPOINTMENT WITH THE OWNER. CONTRACTORS ARE REQUESTED TO `r�,q 0268 y44NC =801 M00OF: D.THE STAFF ASSIGNMENT SOFTWARE SHAM ALLOW FOR SHIFTS TO BE A.THE SYSTEM SHALL ALLOW AUTOMATIC MONITORING OF THE FACILITY'S HL7 B.EACH SUBMITTAL SHALL INCLUDE A COVER LETTER PROVIDING A UST OF INSPECT THE BUILDING PRIOR TO THE PRE-BID MEETING. OF N CREATED UP TO TWO WEEKS AHEAD OF TIME AND SAVED SO THAT THEY ADMIT, DISCHARGE & TRANSFER (ADT) TRANSACTIONS, AND SHALL PARSE EACH VARIATION THAT THE SUBMITTAL MAY HAVE FROM THE REQUIREMENTS IN THE CONTRACT DOCUMENTS. IN ADDITION, THE CONTRACTOR SHALL CAN BE REUSED. SELECTED PATIENT DEMOGRAPHIC FIELDS INTO THE NURSE CALL SYSTEMS B.A PRE-BID MEETING WILL BE HELD TO FAMILIARIZE THE CONTRACTORS WITH SEAL SHEET NO: 3 OF 3 P ...... .. , ,....3¢ ..... :,...... .nK:... ... ......... ...... ...,t ,,... .•.:. ..[... ..: ...... �"'' 'fit:?: cu .......... ak,. .. .. '.:.. .......:'.. :�..:.. .':iiiii:... 'A"...,.. '.'... ...,.., 'isi:ii' ::':Y•" vH SFiyn:::" ......... OORTH FORK SP �E' CIFI CA TIONS NO TES GENERAL NOTES LEGEND .f 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE 1. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR A COMPLETE FIRE 1. IF FIRE ALARM DEVICES ARE NOT INSTALLED EXACTLY PER S C LLC SYMBOL ICIN FIRE ALARM SYSTEM INSTALLATION. SYSTEM SHALL COMPLY WITH ALARM SYSTEM INSTALLATION. COMPLY WITH BASE BUILDING APPROVED 008/NY FIRE DEPARTMENT PLANS AND RISERS, THEMIPT 7 ALL CURRENT APPLICABLE CODES, INCLUDING LOCAL LAWS AND REQUIREMENTS AND ALL CURRENT APPLICABLE CODES, INCLUDING ELECTRICAL CONTRACTOR SHALL ON HIS OWN COST PROVIDE AS 700 BOISSEAU AVE, SOUTHOLD, NY PER AUTHORITY HAVING JURISDICTION. FIRE ALARM INSTALLATION CITY OF NEW YORK LAWS LAWS AND THE ADA. COORDINATE ALL BUILD RISERS STAMPED do SEALED -BY LSI HORN/STROBE SHIALL CONFORM TO BUILDING STANDARDS. COORDINATE ALL WORK WORK WITH BUILDING OWNER, GENERAL CONTRACTOR, SYSTEM PROFESSIONAL LICENSE ENGINEER AND RE-SUBMIT AS REQUIRED. WITH BUILDING MANAGEMENT, BASE BUILDING FIRE ALARM SYSTEM VENDOR, AND OTHER TRADES. VENDOR AND OTHER TRADES. 2. UPON INSPECTIONS, IF INSPECTOR REQUIRES ANY ADDITIONAL © MANUAL PULL STATION 2. PROVIDE FIRE ALARM DEVICES AND WIRING AS REQUIRED FOR DEVICES WHICH ARE NOT PART OF THE APPROVED PLAN, THE 2. CONTRACTOR SHALL SUBMIT FIVE COPIES OF WIRING DIAGRAMS MODIFIED FIRE ALARM SYSTEM SHOWN ON THESE DRAWINGS. ALL ELECTRICAL CONTRACTOR SHALL SUBMIT PRICING FOR OWNERS m AND CATALOG CUTS FOR ALL FIRE ALARM WORK FOR REVIEW EQUIPMENT SHALL BE U.L. LISTED AND INSTALLED AND ACCEPTANCE AND INSTALL AS REQUIRED PER LETTER OF DEFECT, 0 STROBE �. ` PRIOR TO COMMENCEMENT. CONNECTED IN ACCORDANCE WITH THE MANUFACTURER'S AND THEN RE-FILE PER NOTE #1. RECOMMENDATIONS AND INSTRUCTIONS. COORDINATE FINAL 3. FIRE ALARM DEVICES INSTALLATION: CONNECTIONS, VOLTAGE, LOCATION, AND WIRING OF THE DEVICES 3. ALL FSD'S SHALL BE ACTIVATED VIA A SMOKE DETECTOR LOCATED SMOKE DETECTOR - PHOTOELECTRIC A. PROVIDE FIRE ALARM SMOKE DETECTOR, STROBE LIGHT, TO COMPLY WITH BUILDING STANDARDS. WITHIN 5 FEET OF THE DAMPER. TYPE SPEAKER UNITS AND OTHER DEVICES AS INDICATED ON THE 3. ALL AUDIBLE/VISUAL ALARM HORN/STROBE UNITS SHALL BE CITY 4. A COPY OF THE FDNY LETTER OF APPROVAL SHALL BE FORWARDED PIAN. EXACT LOCATION OF DEVICES SHALL BE COORDINATED OF NEW YORK APPROVED AND SUITABLE FOR USE WITH TO BUILDING MANAGEMENT. ® TAMPER SWITCH WITH ARCHITECT AND FIELD CONDITIONS. TEMPORAL 3 EVACUATION TONE FIRE ALARM SYSTEMS. B. FIRE ALARM SPEAKER, STROBE AND COMBINATION 4. SUBMIT COMPLETE SHOP DRAWINGS FOR THE SYSTEM, INCLUDING 11@F WATER FLOW SWITCH SPEAKER/STROBE SHALL BE WHITE HOUSING, CAPABLE OF WIRING DIAGRAMS, CATALOG CUTS OF ALL DEVICES, AND SYSTEM DELIVERING 100,000 PEAK CANDLE POWER, 24/12VDC, 90MA RISER DIAGRAM. to I AND SYNCHRONIZED TYPE. SEQUENCE 0 F OPERA T 10 N. '"'� ® CARBON MONOXIDE DETECTOR 5. PROVIDE END-OF-UNE DEVICES AS REQUIRED. O 8.1. THE LAMP SHALL BE A XENON STROBE TYPE op Z 6. ALL CONDUITS SHALL BE GROUNDED BY MEANS CONFORMING WITH EI.2. THE LENDS SHALL BE UNFILTERED OR CLEAR FILTERED THE NATIONAL ELECTRICAL CODE WITH A GROUND CONDUCTOR MANUAL /AUT 0 M A T I C S M 0 K E/ C 0 REMOTE LED WHITE LIGHT. EQUAL IN SIZE TO THE LARGEST CONDUCTOR USED IN THE ::;., SYSTEM; BUT IN NO CASE SHALL THE GROUND CONDUCTOR BE ® RELAY ISSUE: EI.3. THE MAXIMUM PULSE DURATION SHALL BE TWO-TENTHS SMALLER THAN #10 AWG- ALL CONDUITS SHALL BE RIGID STEEL SPRINKLER DETECTION FIRE ALARM SYSTEM OF ONE SECOND (0.2 SEC) WITH A MAXIMUM DUTY CONDUIT. ALL CONDUITS AND JUNCTION BOXES SHALL BE DESCRIPTION DATE BY CYCLE OF 50 PERCENT. THE PULSE DURATION IS PAINTED RED. 1. OPERATION OF A TAMPER SWITCH OR CO DETECTOR WILL: FSD FIRE SMOKE DAMPER ISSUED TO DOH 05.03.17 CP DEFINED AS THE T1ME INTERVAL BETWEEN INITIAL AND FINAL POINTS OF 10 PERCENT OF MAXIMUM SIGNAL.. 7. ALL FIRE ALARM SYSTEM WIRING SHALL BE TYPE FPLP-UL, ISSUED FOR CONSTRUCTION 05.05.17 CP TWISTED PAIR #14 AWG MINIMUM, SOLID COPPER, 150 DEG. C, A. ACTIVATE TEMPORAL - 3 CODED ALARM SIGNAL THROUGHOUT THE SPACE. E1.4. THE INTENSITY SHALL BE A MINIMUM OF 75 CANDELA. 60OV, SHIELDED, INSULATED CONDUCTORS, NYC APPROVED WITH B. ANNUNCIATE AT FIRE ALARM CONTROL PANEL AND AT THE REMOTE ANNUNCIATOR. DVA DRY VALVE ASSEMBLY FEP TEFLON, AND CONDUCTORS COLORED BLACK AND RED. E1.5. THE FLASH RATE SHALL BE A MINIMUM OF 1 HZ ANDA 2. OPERATION OF A MANUAL PULL STATION WILL: MAXIMUM OF 2HZ. 8. RUN IN RIGID CONDUIT WHERE NOT CONCEALED IN CEILINGS AND FACP FIRE ALARM CONTROL PANEL REVISED PER DOH COMMENTS 07.11.17 CP WHERE REQUIRED BY ALL APPLICABLE CODES. ALL WIRING SHALL A. ACTIVATE TEMPORAL - 3 CODED ALARM SIGNAL THROUGHOUT THE SPACE. E1.6. THE STROBE SHALL BE WALL MOUNTED 80 INCHES BE COLOR CODED AND IDENTIFIED AT THE FIRE ALARM CONTROL B. DISPLAY ALARM AT THE FIRE 'ALARM CONTROL PANEL ' ISSUED FOR DOB APPROVAL 03.23.18 CP ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE, PANEL ALL FIRE ALARM CABLES SHALL BE APPROVED FOR USE C. CALL FIRE DEPARTMENT VIA CENTRAL STATION. SUBSCRIPTS f D. DISPLAY THE APPROPRIATE ZONE AT FRCP. -' c - CauNc aouW OR 6 INCHES BELOW THE CEILING, WHICHEVER IS LOWER. IN FIRE ALARM SYSTEMS IN NYC. ;Y; Fso _ FRE SMOKE DAMPER --Yx --J1XX EI.7. OPERATING VOLTAGE OF SPEAKER UNITS SHALL BE 9. ELECTRICAL CONTRACTOR SHALL PERFORM ALL NECESSARY FIRE 4. OPERATION OF AN AREA SMOKE DETECTOR, DUCT SMOKE DETECTOR OR WATERFLOW SWITCH COMPATIBLE WITH EXISTING BASE BUILDING FIRE ALARM DEPARTMENT FILING. WORK SHALL NOT BE CONSIDERED WILL EFFECT THE SAME ACTION AS A MANUAL PULL STATION (2A - 2.E) ABOVE AND: SYSTEM. COMPLETE UNLESS ALL NECESSARY FILING, TESTS, AND SUBSCRIPTS - - INSPECTIONS ARE COMPLETED AND APPROVED. A. STOP THE FANS SERVING THE FLOOR IN ALARM. - DR - DUCT oErECM- RErURSUPPLY `�='xx OR - DUCT DEIECfOR - REiURN B. STOP ALL OTHER REQUIRED FANS. oo - Durr DEMM - DUMDE M C. SPACE SMOKE DETECTORS SHALL BE PHOTOELECTRIC TYPE. 10K _ oucr ooR _ EXWW PROVIDE DUAL CHAMBER IONIZATION TYPE FOR ELEVATOR 10. ELECTRICAL CONTRACTOR SHALL FIRE STOP ALL PENETRATIONS C. OPERATE ALL REQUIRED DAMPER RELAYS. LOBBIES AND ELEVATOR MACHINE ROOMS AND DUCT MOUNTED THROUGH FIRE RATED PARTITIONS AND SLABS. DETECTORS WITH REMOTE INDICATOR LED AND KEY TEST 6. TROUBLE SIGNALS FROM ALL DEVICES WILL BE DISPLAYED AT THE FACP AND AT THE REMOTE SWITCH. 11. ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS BID ONE (1) DAY ANNUNCIATOR. TEXT/UNEWEIGHT WHICH INDICATES FOR WALK-THRUS AND ALL PRE-TESTING OF THE FIRE ALARM ��' EXISTING DEVICES AND EQUIPMENT D. AS A MINIMUM, PROVIDE #16 AWG TWISTED, SHIELDED SYSTEM WITH REPRESENTATIVES FROM THE BUILDING MANAGEMENT 7. AFTER ANY AC OR CAC UNIT IS SHUT DOWN VIA THIS FIRE ALARM SYSTEM, THE UNIT SHALL � MULTI-CONDUCTOR CABLE FOR SPEAKER CIRCUIT AND #14 PRESENT, PRIOR TO FIRE DEPARTMENT INSPECTION AND TESTING. NOT RESTART UNTIL:- AWG W AWG MULTI-CONDUCTOR CAI-BE FOR STROBE LIGHT CIRCUIT. E. THE ZONE IN ALARM HAS BEEN CLEARED AND RESET. ALL CABLES SHALL BE TYPE FPLP HAVING 150C AND 12. VISUAL ALARM FLASHING STROBE LIGHT SHALL BE MINIMUM 75 F. THE FAN IS MANUALLY RESTARTED. MANUAL RESTART MAY BE INITIATED AT THE FACP OR w TEXT/UNEINEIGHT WHICH INDICATES NEW COMPLY WITH FIRE DEPARTMENT REQUIREMENTS. CANDELAS AND WILL BE MOUNTED ® 80' A.F.F. PER 'A.D.A.' AT THE ASSOCIATED FAN SHUT DOWN RELAY. XXXX DEVICES AND EQUIPMENT I. REQUIREMENTS. �. 4. PERMITS, STANDARDS AND APPROVALS: 13. COORDINATE COLOR AND LOCATION OF ALL DEVICES AND CONDUIT A. ALL ROUTING AND TERMINATIONS OF CABLES SHALL BE ROUTING WITH ARCHITECT PRIOR TO ANY WORK AND INSTALLATION. DIRECTED AND APPROVED BY BUILDING MANAGEMENT. NO TERMINATIONS SHALL BE MADE WITHOUT PRIOR APPROVAL OF 14. REFER TO FLOOR PLAN FOR EXACT QUANTITY OF DEVICES. O�1'� BUILDING MANAGEMENT. 15. ALL DEVICES SHALL BE PROVIDED BY THIS CONTRACTOR. B. ELECTRICAL CONTRACTOR SHALL INCLUDE ALL FEES, COSTS, £; ETC. FOR FILING, APPROVALS, FINAL CONNECTIONS, SYSTEM 16. PROVIDE REMOTE LED INDICATOR LIGHT FOR EACH SMOKE DO NOT SCALE PLANS REPROGRAMMING, PRE-TESTING AND FIRE DEPARTMENT DETECTOR AND DUCT SMOKE DETECTOR WHICH IS MOUNTED TESTING AND SIGNOFF. ABOVE CEILING. LED INDICATOR SHALL BE MOUNTED TO CEILING r E "p OF SPACE BELOW DETECTOR. ARCHITECT OF RECORD C. FIRE ALARM RISER AND PLANS SHALL BE FILED WITH THE FIRE ALARM z o Z Ter esen Associates, Architects DEPARTMENT OF BUILDINGS, APPROVAL OBTAINED AND �/ < � F PERMITS ISSUED PRIOR TO THE START OF ANY WORK. M A TRI/► Z U 0CL 248 West 35th Street 11th Floor New York, NY 10001 7 0- a cn 21 .239.1526 Fax: 2 i 2.736.7899 D. CALLFORBK IS COMPLETED AND INS INSPECTION BY FDNY. ANY ANDD ALL ITEMS USTED SHALLOR DEMOLITION NOTE IN LETTER OF DEFECT SHALL BE REPAIRED AND RESPONDED 0 w Q w a w E-mail: info@terjesenarchitects.com TO ACCORDINGLY AT NOT ADDITIONAL COST TO OWNER, EXISTING FIRE ALARM SYSTEM SHALL BE REMOVED IN ITS ENTIRETY. ¢ � � �' W w a INCLUDING PROVIDING 'AS BUILT' PLANS AND RISER 4S z Lr- N MECHANICAL ENGINEER DIAGRAMS. z z N N_ o y 110 William Street 32nd Floor New York, NY 10038 INPUT a 212.257.6190 Fax: 212.994.8091 TAMPER SWITCH X X <„ www.EPENGINEERING.com CO DETECTOR X X STRUCTURAL ENGINEER MANUAL PULL STATION X X X x y Engineering Firm AREA SMOKE DETECTOR X X X X X X Address ' FIRE SMOKE DAMPER COORDINATION DUCT SMOKE DETECTOR X X X X X X Phone Fax: WATERFLOW SWITCH X X X X X X E-mail: REFER TO 'COMBINATION FIRE SMOKE DAMPER - INSTALLATION MATRIX' ON MECHANICAL PLANS FOR TROUBLE SIGNAL X ::::::, THE RESPONSIBILITIES OF EACH TRADE WITH REGARD TO THE PROVISION AND INSTALLATION OF FIRE PROJECT SMOKE DAMPERS. ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR AND FIRE ALARM CONTRACTOR SHALL COORDINATE REQUIREMENTS WITH EACH OTHER PRIOR TO COMMENCEMENT. SOUTHOLD ASC 700 BOISSEAU AVENUE CIRCUITING NOTE: SOUTHOLD, NY EACH SIGNALING UNE CIRCUIT (SLC) SHALL BE CIRCUITED SO DEVICE DRA WING LIST LOADING IS NOT TO EXCEED 80% OF LOOP CAPACITY IN ORDER TO LEAVE FOR SPACE FOR FUTURE DEVICES. THE LOOP SHALL HAVE � DRAWING TITLE CLASS B OPERATION. - NAC CIRCUITS SHALL HAVE CLASS B OPERATION. FIRE R LA R M FA- 100 . 00 FIRE ALARM SYMBOLS, NOTES & SEQUENCE SYMBOLS, NOTES FA- 300 . 00 FIRE ALARM PLAN - CELLAR j & SEQUENCE AS-BUILT DRAWING NOTE: FA- 301. 00 FIRE ALARM PLAN - GROUND FLOOR UPON COMPLETION OF FIRE ALARM SYSTEM INSTALLATION, FA- 500 . 00 FIRE ALARM RISER DIAGRAM DATE CONTRACTOR SHALL PROVIDE ENGINEER WITH AS-BUILT DRAWING SET IN AUTOCAD DRAWING FILE FORM. SET SHALL INCLUDE FIRE ALARM FA- 800 . 00 FIRE ALARM SPECIFICATIONS (1 OF 2 ) 717117 , PLANS, RISER DIAGRAM AND FIRE ALARM SYSTEM INPUT/OUTPUT PROJECT NUMBER MATRIX AS REQUIRED FOR FDNY INSPECTION. FA- 801 . 00 FIRE ALARM SPECIFICATIONS { 2 OF 2 } 2017.0251. i x DRAWN BY W JV is rcD A C SCALE AS NOTED n..A C Ix U n DRAWING NUMBER y m [r 0 68 FM=i 00000 -OF N SEAL SHEET N0. 1 OF CD ......:... . ?i(!iE:!'- ....,. ...... ..r.:A,•; ... ... .ti.S i:i�. .X':"::� .v.. ..,.. ....., a. .x,., ... ........... .. ...... ............ .:.. ... � .... ... ...... „,.,,... .... .. .< .... ........ ::�:... tyyl'. ,..... v.... �� .... ... ....... ........r. ...,.cx. .. : �l`�\ .: .:.: ...yf :., •:\,E^..;r: .:�,�'. .. e:' ........... ....... ..!5!:#`. 'Y. ......v ::`\..' ... ... ... .... �4. �li.i�", ..n. , ....s..,e ':��?'io-x:: ........... .......... :......,. " r fes' K m� ..... .. .,. _.[:'.:.::, • .•..................:...:.: ........... .... . mss" w NORTH FORK � ............- SC LLC 700 BOISSEAU AVE, SOUTHOLD, NY : t. Z .... ......:��::.:.....x<n,y<.�.:"Ydx:x>..r::µy:�n:::R4(xi.av:xtr«r .."3fllz;:^.'::!'.'dY!leR:�:�:�r :.•�) ......^':.' ::::....^xL¢Mke':��::xKSt'R:t:��:�<. r ISSUE: DESCRIPTION DATE BY ;:..: ISSUED TO DOH 05 03 17 CP ISSUED FOR CONSTRUCTION 05.05.17 CP S � . ..:.....................� .. s... x: .... .:axe. n;r: :. :,. ....:,r... ..........:....:............_.........,�r,.,,•,...:� .:!^�.:.. F oo • REVISED PER DOH COMMENTS 07.11.17 CP ' ISSUED FOR DOB APPROVAL 03.23.18 CP ! > FIRE ALARM CONTROL PANEL x fif DO NOT SCALE PLANS ........ l; : . " ARCHITECT F RECORD erjesen Associates, Architects Ilk 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 i®Q1® i@� E-mail: info@terjesenarchitects.com x i xx: 0(Q i@ Q _ �� MSI=CHANICAL ENGINEER EP ECSIMUG { : :.. a ' r ,. q �x _ , William Street 32nd Floor New o Y 003 .. .. .:. ,«,,,.. .�> x •. ,.a... _:. a..... .�. u� ,<.:, �r �.� :. �. �,:. Y rk N 1 8 212,257.6190 Fax: 212.994.8091 FOR BACKFLOW DEVICE FOR SPRINKLER BOOSTER PUMP ; www.EPENGINEERING.com STRUCTURAL ENGINEER 3. Engineering Firm Address Phone Fax: E-mail: x d'v PROJECT SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY IRE ALARMPLAN - CELLAR 1 SCALE: 3/16"=1'-0" <f DRAWING TITLE FIRE ALARM PLAN ti - CELLAR DATE 717117 :: PROJECT NUMBER 2017.025 x, DRAWN BY JV O ApC SCALE y �� 4• ;�� AS NOTED 0 U n DRAWING NUMBER * � m �r 0268 4 OF NFA=300mOo SEAL SHEET NO: ? OF S ....:... „............... ... .`:::Cl ...... 'iii?'i'r ..,;:. ... ::::. .. �:iEii',. ._......:..:...................„ "�'fi.' ...,. 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ARCHITECT OF RECORD DO re ere Architects µ mm , T j sen Associates, o I , ^ .......... 2 s Street Floor New York, NY 10001 © 212.239.1526 Fax. 212,736.7899 ST 1 s : i E-mail: n senarc i e s ca °• o@terje h r ; � MECHANICAL ENGINEER f x: 1' 0 NEER , ... p r MST EP EMIMa6 . ............. . . £ : i .... ... . .. .... . rM 110 William Street York, 10038 a r 212.257.6190 Fax: 212.994.8091 www.EPENGINEERI NG..,om m...... a,.a. �. a�.:� .�,... ..._,�,a,.. .,.. ,... ....�.,�.. _. ........... ...w.. a STRUCTURAL ENGINEER : ..� g En ineerin Firm sT p_ ,., p ST r �- , , , . , . ,. .. . ..... ... Address ,ra Phone Fax, , , E-mail: r PROJECT SOUTHOLD ASC _. , . a:: ..c. :: : ..:.. :. ... 700 BOISSEAU AVENUE ............. .. ....... SOUTH OLD, NY ........ DRAWING TITLE FIRE ALARM �r a. PLAN — GROUND FLOOR AT 717117 PROJECT NUMBER ............................................ .... _....... .... . ..... 2017.025 DRAWN BY JV �O RCy/ SCALE AS NOTED �j DRAWING NUMBER IREALARMPLAN - GROUND FLOOR r m 1 SCALE: 3/1fi"=1'—Q" 026 yp4� OF No 3 . SEAL SHEET N0: 3 OF • fes" •�..: ;;:: _. ... .:..:� ,.a.,,. ..... ....<,..... �. .........r...mx. ",..a. ... ;':W?r� ,w. r<&zv .:"�::::�<ifiii,;;:.�"::'"Phi.. `.:.�,,,,,��::�`:''";�•::�ii:;; ONORTH FORKEii �, AREA SMOKE DUCT SMOKE .......... ............. DETECTOR DETECTOR PROVIDE 2114, 3/4 CONDUIT (TYP.) r U SC LLC 700 BOISSEAU AVE, SOUTHOLD, NY SMOKE DAMPER OPERATOR MOTOR, (BY DIVISION 15), ELECTRICALLY HELD OPEN FIRE ALARM CONTROL PANEL o 7ALARM INTERFACE MODULE (N.0 CONTACT SHOWN N H DE— ENERGIZED) 120V CIRCUIT. PROVIDED BY ELECTRICAL CONTRACTOR 120V POWER CIRCUIT J DUCT DETECTOR IN SUPPLY. DUCT OF AIR HANDLING UNIT AIR HANDLER SHUTDOWN PROVIDED BY MECHANICAL S RELAY WITH MANUAL PUSH 0 NOTES: CONTRACTOR. REFER TO MECHANICAL CONNECT TO EXSTING BUTTON RESET FUCT1ION DRAWINGS FOR LOCATIONS AND FIRE ALARM SYSTEM R Z ACTIVATION OF AREA SMOKE DETECTOR(S) SHALL SIGNAL FIRE ALARM CONTROL PANEL, WHICH WILL THEN SIGNAL RESPECTIVE QUANTITIES (TYP.) SMOKE DAMPER ZONE ADDRESSABLE MODEL, (ZAM), OPEN ZAM N.C. CONTACT, INTERRUPT POWER TO DAMPER MOTOR AND A M RE N4 UGHMOTE INDICATIN AIR HANDLERT UNIT STARTER CAUSE PER TO CLOSE. DAMPER REOPENS ON RESET OF FIRE ALARM SYSTEM. MONITOR MODULE (TYP. OF 2) CONNECT TO HOLDING COILS DAMPER STATUS (OPEN/CLOSE) OF STARTER ISSUE' TO FCS DESCRIPTION DATE BY p ISSUED TO DOH 05.03.17 CP fIRf Al A RM/SMOKE DA MPfR IN TfRFA Cf WIRING DIA GRA M T YPICA L FSD WIRING DIA GRA M DUCT DETECTOR WIRING DIA 6RA M ISSUED FOR CONSTRUCTION 05.05.17 CP 2 SCALE: NTS 3 SCALE: NTS 4 SCALE: NTS REVISED PER DOH COMMENTS 07.11.17 CP 77 ISSUED FOR DOB APPROVAL 03.23.18 CP ............. HH H H u UF--LJH __JIU11111111�—�H �H�---UH ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST DO DS A;tpR M DR AA FS R FS DO NOT SCALE PLANS ARCHITECT FRECORD Terjesen Associates, Architects GROUND FLOOR 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com MECHANICAL ENGINEER ep FACP EP EflCJ.7, 3Mr.3 110 William Street 32nd Floor New York, NY 10038 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com .............. ..... .......... .... ..... STRUCTURAL ENGINEER 2 ........... Engineering Firm KEY NOTES Address O H H H H H PROVIDE (1) #10 CU GND IN A 3/4- CONDUIT TO, BUILDING Phone Fax: 4 1 O GROUNDING ELECTRODE. W E-mail: 011) A-AD 0 4 7A 47A JA'A JCA PROVIDE TWO DEDICATED PHONE LINES FOR CENTRAL STATION PROJECT MONITORING SIGNAL:- FIRE, TROUBLE, SUPERVISORY. O PROVIDE (2) #10 THHN CU + (1) #10 CU GND IN A 3/4 CONDUIT. SOUTHOLD AS o 120V SERVICE. CONNECT TO ELECTRICAL PANEL 'EML7. CIRCUIT #3. 700 BOISSEAU AVENUE REFER TO E-602 FOR FURTHER DETAIL. SOUTHOLD, NY O PROVIDE FIRE ALARM CONTROL PANEL WITH CENTRAL OFFICE TRANSMITTER AND CARBON MONOXIDE MODULE, DRAWING TITLE PUMP RUNNING FIRE ALARM PUMP SUPERVISION "um" LIMP SUPERVISION UMP OUB CPUMP TROUBLE — FOR BACKIFLOW [DEVICE RISER DIAGRAM r ..............I --------------I r-------- I M M M L L ...... .... -------------- To FIRE PUMP ------- FOR SPRINKLER BOOSTER PUMP DATE Ilk 7/7/17 GROUND FLOOR D PROJECT NUMBER 2017.025 DRAWN BY JV ,ape 1)A 5 A SCALE fIRf A L A RM RISER DIA 6RA M AS NOTED F 1 SCALE: NTS DRAWING NUMBER-I M X268 0 5 0 0FA ■ 0 0 M SEAL SHEET N0. 4 OF 6 1W 11.1 .. ........ W.,n. ........ .. .. .. . . .; .. ��:' .. ..... .. , :.. ,.v ..:::::.. ...... . �. ..d . ...... . .:.:.: ....... .... . .. �.. , ,. , a: .......:. ...: .. . ,. ... ... .. bn .. .� ... . v. ., r .... ......... . ,a.:.. .... . .. . .. . , `::: ': . . :::::.:.:.. nu^i.mo.« ..::::,:.:.:. :w,:,,<: . ...[:[:.:' .;::.;: :;i... iifi :^ -t:: :1r . < ffiiR . t ':',' a°: ' :^ oxn: c PART 1 - GENERAL, CONTRACTOR. ANY SHUNT TRIP CIRCUIT BREAKERS AND RELATED INDIVIDUAL FLOORS NEED TO BE SEGMENTED TO ACCOMMODATE ASSURE THAT THE ADDITION OF FIVE (5) AUDIBLE DEVICES CAN BE STATION (CMS). THE DACT SHALL SUPPORT DUAL TELEPHONES LINES WIRING REQUIRED FOR ANSI A17.1 COMPLIANCE SHALL BE THE 1/8" SCALE REQUIREMENTS, KEY PLANS AND BREAK-LINES SUPPORTED WITHOUT THE NEED FOR ADDITION CONTROL CONTACT I.D. COMMUNICATIONS, AND CONFIGURED FOR DUAL TONE 1.1 DESCRIPTION PROVIDED BY THE ELECTRICAL CONTRACTOR (SEE POWER RISER SHALL BE PROVIDED ON THE PLANS IN AN ORDERLY AND COMPONENTS (POWER SUPPLIES, SIGNAL CIRCUIT MODULES, MULTI-FREQUENCY (DTMF) OR PULSE MODES. IT SHALL BE POSSIBLE � NORTH FORK ' FOR MORE DETAILS). PROFESSIONAL MANNER. END-OF-UNE RESISTORS (AND VALUES) BATTERIES, ETC.) TO DELAY AC POWER FAILURE REPORTS, AUTO TEST CALL, AND BE A.THE REQUIREMENTS OF THE CONTRACT DOCUMENTS, INCLUDING THE 5. DRY PIPE/DELUGE SPRINKLER SYSTEM RELEASE VALVE CONTROL SHAU_ BE DEPICTED. SfTE PROGRAMMABLE THE DIALER SHALL BE CAPABLE OF TRANSMITTING GENERAL AND SUPPLEMENTARY GENERAL CONDITION AND DIVISION 1 - CIRCUITS AND SUPERVISION CONTACTS SHALL BE PROVIDED BY 2. VISUAL SIGNALS PROVIDE SUFFICIENT SPARE CAPACITY TO ASSURE EVERY INDIVIDUAL ALARM CONDITION TO THE CENTRAL STATION. '' GENERAL REQUIREMENTS SHALL APPLY TO THE WORK OF THIS SECTION. THE DRY PIPE/DELUGE SPRINKLER SYSTEM CONTROL EQUIPMENT. 8. CONTAINED IN THE TITLE BLOCK OF EACH DRAWING SHALL BE THAT THE ADDITION OF THREE (3) AUDIBLE DEVICES CAN BE F.THE SYSTEM SHALL HAVE BUILT-IN AUTOMATIC SYSTEM PROGRAMMING 1. B.AT THE TIME OF BID, ALL EXCEPTIONS TAKEN TO THESE SYMBOL LEGENDS WITH DEVICE COUNTS, WIRE TAG LEGENDS, SUPPORTED WITHOUT THE NEED FOR ADDITION CONTROL TO AUTOMATICALLY ADDRESS AND MAP ALL SYSTEM DEVICES ATTACHEDSCLLC SPECIFICATIONS, ALL VARIANCES FROM THESE SPECIFICATION AND ALL 5. KITCHEN HOOD EXTINGUISHING SYSTEMS STATUS MONITORING. CIRCUIT SCHEDULES FOR ALL ADDRESSABLE AND NOTIFICATION COMPONENTS (POWER SUPPLIES, SIGNAL CIRCUIT MODULES, TO THE MAIN CONTROLLER. A MINIMUM DEFAULT SINGLE STAGE ,� SUBSTITUTIONS OF OPERATING CAPABILITIES OR EQUIPMENT CALLED FOR APPLIANCE CIRCUITS, THE PROJECT NAME/ADDRESS, AND A BATTERIES ETC.) ALARM SYSTEM OPERATION SHALL BE SUPPORTED WITH ALARM SILENCE, IN THESE SPECIFICATION SHALL BE LISTED IN WRITING AND FORWARDED DRAWING DESCRIPTION WHICH CORRESPONDS TO THAT INDICATED IN EVENT SILENCE, DRILL, LAMP TEST, AND RESET COMMON CONTROLS. � 700 BOISSEAU AVE, SOUTHOLD, NY ; TO THE ENGINEER. ANY SUCH EXCEPTION. VARIANCES OR 6. FIRE PUMPS (MANUAL, AUTOMATIC AND SPECIAL SERVICE) STATUS THE DRAWING INDEX ON THE COVERSHEET DRAWING. A SECTION OF G _ ; m:: <,„,,..„:t.::.�.�_- .c<,�»,. :_ .-. '-: �,.' .-:.,, :,::-.-,•=•••.11".:.-:.-:_:.:.:::::::-::::::::�. SUBSTIMIONS WHICH WERE NOT LISTED AT THE TIME OF BID AND MONITORING. EACH DRAWING TITLE BLOCK SHALL BE RESERVED FOR REVISION E.EACH OF THE FOLLOWING TYPES OF REMOTE EQUIPMENT ASSOCIATED •ADVANCED WINDOWS BASED SYSTEM DEFINITION UTILITY WITH PROGRAM ARE IDENTIFIED IN THE SUBMITTAL, SHALL BE GROUNDS FOR IMMEDIATE NUMBERS AND NOTES. THE INITIAL SUBMISSION SHALL BE REVISION WITH THE FIRE ALARM SYSTEM SHALL BE PROVIDED WITH A FORM 'C' VERSION REPORTING TO DOCUMENT ANY AND ALL CHANGE'S MADE : DURING SYSTEM START-UP OR SYSTEM COMMISSIONING SHALL BE DISAPPROVAL WITHOUT COMMENT. 0. WITH REVISION A. B. OR C AS PROJECT MODIFICATIONS CONTROL RELAY CONTACT AS SHOWN ON THE DRAWINGS, BUT SHALL USED TO MAINTAIN SITE SPECIFIC PROGRAMMING. TIME AND DATE a. PUMP FAILURE (FAIL TO START) INDICATION REQUIRE. BE TYPICALLY AS FOLLOWS: STAMPS OF ALL MODIFICATIONS MADE TO THE PROGRAM MUST BE _ C.THE ENTIRE S�'STEM SHALL BE INSTALLED WITH AESTHETICS IN MIND. b. PUMP RUNNING INDICATION INCLUDED TO ALLOW FULL RETENTION OF ALL PREVIOUS PROGRAM ,,: ALL CONTROL PANELS AND REMOTE ANNUNCIATORS INSTALLED IN PUBLIC SPACES SHALL BE SEMI-FLUSH MOUNTED WITH NO EXPOSED c. PHASE REVERSAL INDICATION I. BATTERY CALCULATIONS SHALL BE PROVIDED ON A PER POWER VERSION DATA. IT SHALL SUPPORT PROGRAMMING OF ANY INPUT 1. CONDUIT OR CABLE TRAYS. SUPPLY/CHARGER BASIS. THESE CALCULATIONS SHALL CLEARLY 1• HVAC FAN SYSTEMS: PROVIDE ONE (1) SHUTDOWN CONTROL POINT TO ANY OUTPUT POINT. THE SYSTEM SHALL SUPPORT THE USE I I . .........: INDICATED THE QUANTITY OF DEVICES, THE DEVICE PART NUMBERS, RELAY CONTACT FOR EACH HVAC FAN SYSTEM. OF BAR CODE READERS TO ASSIST CUSTOM PROGRAMMING FUNCTIONS. V. 1.2 WORK INCLUC►f.Q 7. EMERGENCY GENERATOR STATUS MONITORING THE SUPERVISORY CURRENT DRAW, THE ALARM CURRENT DRAW, TOTALS IT SHALL ALLOW AUTHORIZED CUSTOMIZATION OF FUNDAMENTAL SYSTEM % FOR ALL CATEGORIES, AND THE CALCULATED BATTERY REQUIREMENTS 2. HVAC SUPPLY FANS: PROVIDE ONE (1) SHUTDOWN CONTROL OPERATIONS USING INITIATING EVENTS TO START ACTIONS, TIMERS, A.THE WORK COVERED BY THIS SECTION OF THE SPECIFICATION SHALL a• RUNNING INDICATION (WHICH REFLECT A 20% DEGRADE, FOR 24 HOUR SUPERVISORY, 5 RELAY CONTACT FOR EACH HVAC SUPPLY FAN. SEQUENCES AND LOGICAL ALGORITHMS. THE SYSTEM PROGRAM SHALL I b. FAIL TO START INDICATION MINUTE ALARM OPERATION BATTERY CALCULATIONS SHALL. ALSO MEET THE REQUIREMENTS OF THIS PROJECT, CURRENT CODES AND t, INCLUDE ALL LABOR, EQUIPMENT, MATERIALS AND SERVICES TO )• STANDARDS, AND SATISFY THE LOCAL AUTHORITY HAVING JURISDICTION. FURNISH AND I REFLECT ALL CONTROL PANEL COMPONENT, REMOTE ANNUNCIATOR, AND INSTALL A COMPLETE FIRE ALARM SYSTEM OF THE 3. HVAC RETURN FANS: PROVIDE ONE (1) SHUTDOWN CONTROL ADDRESSABLE, NON-CODED TYPE. IT SHALL BE COMPLETE WITH ALL AUXILIARY RELAY CURRENT DRAWS. FAILURE TO PROVIDE THESE H.THE SYSTEM SHALL SUPPORT DISTRIBUTED PROCESSOR INTEWGENT NECESSARY HARDWARE, SOFTWARE AND MEMORY SPECIFICALLY 8. GRAVITY TANK WATER LEVEL AND FILL PUMP STATUS MONITORING CALCULATIONS SHALL BE GROUNDS FOR THE COMPLETE REJECTION OF RELAY CONTACT FOR EACH HVAC RETURN FAN. DETECTORS WITH THE FOLLOWING OPERATIONAL ATTRIBUTES; INTEGRAL TAILORED FOR THIS INSTALLATION. IT SHALL BE POSSIBLE TO THE SUBMITTAL PACKAGE. MULTIPLE DIFFERENTIAL SENSORS, AUTOMATIC DEVICE MAPPING, PERMANENTLY (MODIFY THE SOFTWARE ON SITE BY USING A PLUG-IN a. WATER LEVEL HIGH INDICATION R PROVIDE A DEDICATED 24VDC CIRCUIT TO FEED ALL AUXILIARY RELAYS ELECTRONIC ADDRESSING. ENVIRONMENTAL COMPENSATION, PRE-ALARM, b. WATER LEVEL LOW INDICATION J.TABLE OF CONTENTS, PRODUCT DATA SHEETS, SEQUENCES OF REQUIRED FOR INDUCTIVE LOADS. CIRCUITS SHALL BE SUPERVISED VIA DIRTY DETECTOR IDENTIFICATION, AUTOMATIC DAY NIGHT SENSITIVITY ..: PROGRAMMER. THE SYSTEM SHALL CONSIST OF, BUT NOT BE LIMITED DAY/ NIGHT END-OF-UNE RELAY AND ADDRESSABLE INPUT MODULE. AUXILIARY ADJUSTMENT NORM T0, THE FOLLOWING: AL/ALARM LEDS, RELAY BASES, SOUNDER BASESAXN c. FILL PUMP RUNNING INDICATION OPERATION, BATTERY CALCULATIONS, INSTALLATION INSTRUCTIONS, RELAYS SHALL NOT DERIVE THEIR POWER FROM THE STARTER OR LOAD AND ISOLATOR BASES. z 1. FIRE ALARM CONTROL PANEL AND RELATED REMOTE DATA LICENSES NICET CERTIFICATIONS AND B-SIZE (BLACKUNE) REDUCED BEING CONTROLLED. I. THE SYSTEM SHALL USE FULL DIGITAL COMMUNICATIONS TO SUPERVISE GATHERING PANELS. SHOP DRAWINGS SHALL BE PROVIDED BY THE FIRE ALARM VENDOR AS 9. CONDUIT: SECTION 16110. ALL ADDRESSABLE LOOP DEVICES FOR PLACEMENT, CORRECT LOCATION, 2. REMOTE ANNUNCIATORS WITH SEMI FLUSH BACKBOX. PART OF A SINGLE, SPIRAL BOUND SUBMITTAL BOOK. THE SUBMITTAL AND OPERATION. IT SHALL ALLOW SWAPPING OF "SAME TYPE" ,:,. ,.: ,,....;:a,..::.>:..:::. :d«.. ..„;: : , ,. ::: :< :, ,: ...:: „�E :< ,v:.. . .,._ 3. ADDRESSABLE MANUAL FIRE ALARM STATIONS. BOOK SHALL HAVE LAMINATED COVERS INDICATING THE PROJECT G.EACH CONTROL OR DATA GATHERING PANEL SHALL HAVE A DEDICATED :1110. WIRE AND CABLES: SECTION 16120. ADDRESS, PROJECT NUMBER, SYSTEM TYPE, AND CONTRACTOR. THE 20AMP-120VAC FEED. THIS FEED SHALL COME FROM AN EMERGENCY DEVICES WITHOUT THE NEED OF ADDRESSING AND IMPOSE THE :I ISSUE: 4. ADDRESSABLE ANALOG AREA SMOKE DETECTORS. BOOK SHALL CONSIST OF LABELED DIVIDERS, AND SHALL NOT EXCEED OR LIGHTING CIRCUIT BREAKER PANEL, AND SHALL HAVE A LOCKED "LOCATION" PARAMETERS ON REPLACEMENT DEVICE. R SHALL INITIATE CIRCUIT BREAKER. EARTH GROUNDS SHALL ALSO TERMINATE TO THE AND MAINTAIN A TROUBLE IF A DEVICE IS ADDED TO A LOOP AND DESCRIPTION DATE BY 5. ADDRESSABLE ANALOG DUCT SMOKE DETECTORS. 9 IN WIDTH, AND 11 IN HEIGHT. NO LESS THAN THREE (3) CLEAR THE TROUBLE WHEN THE NEW DEVICE IS MAPPED AND DEFINED 11. INSTALUNG DEDICATED OUTGOING RJ-31X TELEPHONE LINES (2) SETS OF SUBMITTAL BOOKLETS SHALL BE PROVIDED TO THE SAME CIRCUIT BREAKER PANEL FROM EACH RESPECTIVE CONTROL 6. ADDRESSABLE ANALOG HEAT DETECTORS. SHALL BE THE RESPONSIBILITY OF THE INSTAWNG ELECTRICAL PANEL INTO THE SYSTEM. ISSUED TO DOH 05.03.17 CP I.. CONSULTING ENGINEER FOR REVIEW AND COMMENT. ADDITIONAL COPIES 7. MAGNETIC 'DOOR\CARD ACCESS RELEASE OVERRIDE CONTROL. CONTRACTOR. ESTABLISHMENT OF CENTRAL STATION MONITORING MAY BE REQUIRED AT NO ADDITIONAL COST TO THE PROJECT. J.EACH CONTROLLER SHALL CONTAIN A RS232 PRINTER/PROGRAMMING ISSUED FOR CONSTRUCTION 05.05.17 CP ACCOUNT SHALL BE THE RESPONSIBILITY OF THE FIRE ALARM 2.3 FIRE ALARM SYSTEM SEQUENCE OF OPERATION : i. 8. AUDIBLE NOTIFICATION APPLIANCES - HORNS. PORT FOR PROGRAMMING LOCALLY VIA A PERSONAL COMPUTER. WHEN :. 9. VISUAL NOTIFICATION APPLIANCES - STROBES. EQUIPMENT VENDOR. REFER TO FA-100 OPERATIONAL., EACH CONTROLLER SHALL SUPPORT A PRINTER THROUGH K.SCALE DRAWING SET'S SHALL BE SUBMITTED ALONG WITH THE THE RS232 PORT AND BE CAPABLE OF MESSAGE ROUTING. 10. CENTRAL STATION ALARM CONNECTION CONTROL 1.6 SUBMITTALS SUBMITTAL BOOKLETS. THESE DRAWINGS MAY BE EITHER D-SIZE OR 2.4 SUPPORT FOR INSTALLER AND OWNER MAINTENANCE 11. AIR HANDLING SYSTEMS SHUTDOWN CONTROL. E-SIZE BLUELINE DRAWINGS AND OF A SUFFICIENT RESOLUTION TO BE - - - K.SINGLE STAGE OPERATION SHALL BE PROVIDED. REVISED PER DOH COMMENTS 07% .11.17 CP 12. MAGNETIC (DOOR HOLDER RELEASE. &PROVIDE LIST OF ALL TYPES OF EQUIPMENT AND COMPONENTS COMPLETELY READ. SETS SHALL BE BOUND AND FOLDED SO AS TO L THE SYSTEM SHALL HAVE A UL LISTED DETECTOR SENSITIVITY TEST ISSUED FOR DOB APPROVAL 03.23.18 CP i _ 13. DRY PIPE 'SPRINKLER RELEASE VALVE/DELUGE VALVE CONTROL NOT TAKE UP MORE THAN 100 SQUARE INCHES OF SPACE. NO LESS A.PROVIDE A CODED ONE-MAN WALK TEST FEATURE. ALLOW AUDIBLE PROVIDED. THIS SHALL BE INCORPORATED AS PART OF A TABLE OF FEATURE WHICH WILL BE A FUNCTION OF THE SMOKE DETECTORS AND CONTENTS, WHICH WILL ALSO INDICATE THE MANUFACTURER'S PART THAN THREE (3) SETS OF SCALE DRAWING SETS SHALL BE PROVIDED OR SILENT TESTING. SIGNAL ALARMS AND TROUBLES DURING TEST. PERFORMED AUTOMATICALLY EVERY 4 HOURS. 14. PRE-ACTION SPRINKLER SYSTEM. TO THE CONSULTING ENGINEER FOR REVIEW AND COMMENT. ADDITIONAL ALLOW RECEIPT OF ALARMS AND PROGRAMMED OPERATIONS FOR NUMBER, THE DESCRIPTION OF THE PART, AND THE PART NUMBER OF ALARMS FROM AREAS NOT UNDER TEST. M.THE SYSTEM SHALL SUPPORT 10056 OF ALL REMOTE DEVICES IN ALARM 'll 15. SPRINKLER SUPERVISORY SWITCHES AND TAMPER SWITCH THE MANUFACTURER'S PRODUCT DATASHEET ON WHICH THE COPIES MAY BE REQUIRED AT NO ADDITIONAL COST TO THE PROJECT. AND PROVIDE SUPPORT FORA 10096 COMPLIMENT OF DETECTOR SUPERVISION. INFORMATION CAN BE FOUND. 1.7 WARRANTY B.PROVIDE INTERNAL SYSTEM DIAGNOSTICS AND MAINTENANCE USER ISOLATOR EIASES. INTERFACE CONTROLS TO DISPLAY REPORT THE POWER, II ` 16. BATTERY STANDBY. B.PROVIDE DESCRIPTION OF OPERATION OF THE SYSTEM SEQUENCE OF / N.ALL PANEL MODULES SHALL BE SUPERVISED FOR PLACEMENT AND ( COMMUNICATION, AND GENERAL STATUS OF SPECIFIC PANEL qw.1. 17. KITCHEN AIVSUL SYSTEM MONITORING OPERATION), SIMILAR TO THAT PROVIDED IN PART 2 OF THIS SECTION A.ALL WORK PERFORMED AND ALL MATERIAL AND EQUIPMENT FURNISHED COMPONENTS, DETECTORS, AND MODULES. RETURN TROUBLE IF DAMAGED OR REMOVED. 1.3 APPLICABLE CODES AND STANDARDS OF THE SPECIFICATIONS. TO INCLUDE ANY AND ALL EXCEPTIONS, UNDER THIS CONTRACT SHALL BE FREE FROM DEFECTS AND SHALL C.PROVIDE LOOP CONTROLLER DIAGNOSTICS TO IDENTIFY COMMON ALARM O.THE SYSTEM SHALL HAVE A CPU WATCHDOG CIRCUIT TO INITIATE T `I' VARIANCES OR SUBSTITUTIONS LISTED AT THE TIME OF BID. ANY SUCH REMAIN SO FOR A PERIOD OF AT LEAST ONE (1) YEAR FROM THE TROUBLE, GROUND FAULT, CLASS A FAULT, AND MAP FAULTS. MAP TROUBLE SHOULD THE CPU FAIL °° EXCEPTIONS, VARIANCES OR SUBSTITUTIONS THAT WERE NOT LISTED AT DAIS OF ACCEPTANCE OR APPROVAL BY AHJ. THE FULL COST OF FAULTS INCLUDE WIRE CHANGES, DEVICE TYPE CHANGES BY LOCATION, P.THE SYSTEM EVACUATION SIGNAL RATE SHALL BE TEMPORAL 3-3-3. A.AU_ EQUIPMENT' SHALL BE UL LISTED FOR ITS INTENDED USE AND THE TIME OF BID AND ARE IDENTIFIED IN THE SUBMITTAL, SHALL BE MAINTENANCE, TABOR AND MATERIALS REQUIRED TO CORRECT ANY DEVICE ADDITIONS/DELETIONS AND CONVENTIONAL OPENi. , SHORT, AND CONFORM TO THE LATEST UL STANDARDS. GROUNDS FOR IMMEDIATE DISAPPROVAL WITHOUT COMMENT. THE Q.AUDIBLE NOTIFICATION APPLIANCES SHALL BE AFFECTED BY SIGNAL DEFECT DURING THIS ONE YEAR PERIOD SHALL BE INCLUDED IN THE GROUND CONDITIONS. GROUND FAULTS ON THE CIRCUIT WIRING OF SEQUENCE OF OPERATION SHALL BE PROJECT SPECIFIC AND SHALL SILENCE FEATURES. VISUAL SIGNAL APPLIANCE SHALL NOT BE 1 B.UNDERWRITER c LABORATORIES INC.: THE SYSTEM AND ALL PROVIDE INDIVIDUAL SEQUENCES FOR EVERY TYPE OF ALARM, SUBMITTAL BID. REMOTE MODULE SHALL BE IDENTIFIED BY DEVICE ADDRESS. AFFECTED BY SIGNAL SILENCE FEATURES. COMPONENTS . HALL BE LISTED BY UNDERWRITERS LABORATORIES INC. SUPERVISORY, OR TROUBLE CONDITION WHICH MAY OCCUR AS PART OF �: FOR USE IN FIRE PROTECTIVE SIGNALING SYSTEM UNDER THE PART II - PRODUCTS D.ALLOW THE USER TO DISPLAY/REPORT THE CONDITION OF R.USER INTERFACE: THE 4X-LCD DISPLAY MODULE SHALL BE OF FOLLOWING STANDARDS AS APPLICABLE: NORMAL OR OFF-NORMAL SYSTEM USE. ADDRESSABLE ANALOG DETECTORS. INCLUDE DEVICE ADDRESS, DEVICE MEMBRANE STYLE CONSTRUCTION WITH A 240 X 340 PIXEL 24 UNE i. C.PROVIDE MANUFACTURER'S ORIGINAL PRINTED PRODUCT DATA, CATALOG 2,1 ACCEPTABLE MANUFACTURERS TYPE, PERCENT OBSCURATION, AND MAINTENANCE INDICATOR. THE BY 40-CHARACTER 960 TOTAL CHARACTERS LIQUID CRYSTAL DISPLAY � UL 864/UOJZ, APOU CONTROL UNITS FOR FIRE PROTECTIVE CUTS AND DESCRIPTION OF ANY SPECIAL INSTALLATION PROCEDURES. MAINTENANCE INDICATOR SHALL PROVIDE THE USER WITH A MEASURE ( ) SIGNALING SYSTEMS. OF CONTAMINATION OF A DEVICE UPON WHICH CLEANING DECISIONS (LCD). THE LCD SHALL USE 9 VGA SUPER-TWIST TECHNOLOGY WITH i. PHOTOCOPIED AND/OR ILLEGIBLE PRODUCT DATA SHEETS SHALL NOT A.THE CATALOG NUMBERS USED ARE THOSE OF EDWARDS EST BY UTC BACKLIGHTING FOR HIGH CONTRAST VISUAL CLARITY AND A COLORED SYSTEMS 68SMOKE (DETECTORS FOR FIRE PROTECTIVE SIGNALING BE ACCEPTABLE. ALL PRODUCT DATASHEETS SHALL BE HIGHLIGHTED OR FIRE AND SECURITY "OR EQUAL", AND CONSTITUTE THE TYPE AND CAN CONFIDENTLY BE MADE. GRAY/BLACK AND WHITE DISPLAY. IN THE NORMAL MODE THE LCD 11 STAMPED WITH ARROWS TO INDICATE THE SPECIFIC COMPONENTS BEING QUALITY OF EQUIPMENT TO BE FURNISHED. FOR A LIST OF EDWARDS E.ALLOW THE USER TO REPORT HISTORY FOR ALARM, SUPERVISORY, SHALL DISPLAY THE TIME A CUSTOMER FACILITY NAME AND THE UL 268.0 ;SMOKE DETECTORS FOR DUCT APPLICATIONS. SUBMITTED FOR APPROVAL. F_S'T AUTHORIZED FIRE ALARM VENDORS, CONTACT DANA FERRER AT MONITOR, TROUBLE, SMOKE VERIFICATION, WATCHDOG, AND RESTORE NUMBER OF HISTORY EVENTS. IN THE ALARM MODE THE LCD DISPLAY UL 217SMOKE (DETECTORS SINGLE STATION. D.PROVIDE MANUFACTURER'S INSTALLATION INSTRUCTION MANUAL FOR UTC FIRE AND SECURITY AT DANA,FERREROFS.UTC.COM. ACTIVITY. INCLUDE FACILITY NAME, LICENSEE, PROJECT PROGRAM THE TOTAL NUMBER OF EVENTS AND THE TYPE OF EVENT ON DISPLAY. UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SPECIFIED SYSTEM. B.IF EQUIPMENT OF ANOTHER MANUFACTURER IS TO BE SUBMITTED FOR COMPILATION DATE, COMPILER VERSION, PROJECT REVISION NUMBER, THE LCD SHALL RESERVE 42 CHARACTERS OF DISPLAY SPACE FOR SYSTEMS. APPROVAL AS EQUAL, THE CONTRACTOR SHALL, AT THE TIME OF BID, AND THE TIME AND DATE OF THE HISTORY REPORT. E.PROVIDE SAMPLES OF VARIOUS ITEMS WHEN REQUESTED. EACH USER CUSTOM MESSAGE BY ADDRESSABLE DEVICE. THE MODULE , UL 228 DOOR HOLDERS FOR FIRE PROTECTIVE SIGNALING UST ALL EXCEPTIONS TAKEN TO THESE SPECIFICATIONS, ALL VARIANCES F.ALLOW THE USER TO DISABLE/ENABLE DEVICES, ZONES, ACTIONS, SHALL HAVE VISUAL INDICATORS FOR THE FOLLOWING COMMON DO NOT SCALE PLANS SYSTEMS. F.PROVIDE COPY OF STATE LICENSE TO PERFORM SUCH WORK. FROM THESE SPECIFICATIONS AND ALL SUBSTITUTIONS OF OPERATING TIMERS AND SEQUENCES. PROTECT THE DISABLE FUNCTION WITH A CONTROL FUNCTIONS; ALARM, DISABLE. SUPERVISORY (SUP), GROUND UL 464 G.PROVIDE COPIES OF NICET LEVEL II FIRE ALARM CERTIFICATIONS FOR CAPABILITIES OR EQUIPMENT CALLED FOR IN THESE SPECIFICATIONS PASSWORD. FAULT. CPU FAIL, TROUBLE, AND POWER. THERE SHALL BE COMMON _. -- •K-.::1... - 11-`-:-.:. ..,Q,..,.,. .�� - ":_1:--- -_ AUDIBLE SIGNALING APPLIANCES. CONTROL KEYS AND VISUAL INDICATORS FOR ACKNOWLEDGE ALARM s ARCHITECT OF RECORD AND FORWARD SAID LIST TO THE ENGINEER. ANY SUCH EXCEPTIONS UL 1638 'VISUAL SIGNALING APPLIANCES. THE TWO (2) TECHNICIANS ASSIGNED TO THIS PROJECT. G.ALLOW THE USER TO ACTIVATE/RESTORE OUTPUTS, ACTIONS, SILENCE, PANEL SILENCE, AND RESET. A ROTARY SELECT SWITCH VARIANCES OR SUBSTITUTIONS THAT WERE NOT LISTED AT THE TIME OF SEQUENCES, AND SIMULATE DETECTOR SMOKE LEVELS. SHALL BE AVAILABLE TO SCROLL THROUGH A 1,100 EVENT HISTORY -. Ter esen Associates, Architects UL 38 MANUALLY ACTIVATED SIGNALING BOXES. H.PROVIDE SHOP DRAWINGS AS FOLLOWS: BID AND ARE IDENTIFIED IN THE SUBMITTAL. SHALL BE GROUNDS FOR J UL 346 WATERFLOW INDICATORS FOR FIRE PROTECTIVE SIGNALING 1. COVERSHEET WITH PROJECT NAME, ADDRESS AND DRAWING INDEX. IMMEDIATE DISAPPROVAL WITHOUT COMMENT. FINAL DETERMINATION OF HALLOW THE SERVICE USER TO ENTER TIME AND DATE, RECONFIGURE BUFFER. THE LCD SHALL DISPLAY THE FIRST EVENT OF THE HIGHEST 248 West 35th Street 11th Floor New York, NY 10001 COMPLIANCE WITH THESE SPECIFICATIONS SHALL REST WITH THE AN EXTERNAL PORT FOR DOWNLOAD PROGRAMMING, INITIATE AUTO PRIORITY AS WELL AS THE PREVIOUS SEVEN 7 ALARM EVENTS SYSTEMS' ENGINEER, WHO, AT HIS DISCRETION, MAY REQUIRE PROOF OF PROGRAMMING AND CHANGE PASSWORDS. PROTECT THESE FUNCTIONS "HANDS FREE" IN CHRONOLOGICAL ORDER SO THAT THE ARRIVING 212.239.1526 Fax: 212.736.7899 UL 1971 STANDARD FOR SIGNALING DEVICES FOR THE HEARING 2. GENERAL NOTES DRAWING WITH PERIPHERAL DEVICE BACKBOX SIZE PERFORMANCE. WITH A PASSWORD. FIREFIGHTER MAY TRACK THE FIRES PROGRESSION. PROVIDE SYSTEM IMPAIRED INFORMATION, PART NUMBERS, DEVICE MOUNTING HEIGHT FUNCTION KEYS; STATUS, REPORTS, ENABLE, DISABLE, ACTIVATE. E-mail; info@terjesenarchitects.com UL 1481 POWER SUPPLIES FOR FIRE PROTECTIVE SIGNALING INFORMATION, AND THE NAMES, ADDRESSES. POINT OF CONTACT, C.ALTERNATE PRODUCT SUBMISSIONS MADE WITHOUT PROOF OF NO LESS I. THE END-USER SHALL RETAIN COMPLETE OWNERSHIP TO THE RESTORE. PROGRAM, AND TEST. n' THAN THREE 3 FACTORY AUTHORIZED AND CERTIFIED PROGRAMMING -DATABASE RUNNING IN THE SYSTEM. THE FIRE ALARM ,, 4RNI ... - .�:':E :::::::::.�=n,.. .- « .;�.. :<.� ,:. _,.�.::::;:::::,�-:,,..::;:<::�,..:.M_-... SYSTEMS. AND TELEPHONE NUMBERS OF ALL CONTRACT PROJECT TEAM (,) EQUIPMENT VENDOR SHALL PROVIDE USEABLE HARD AND SOFT COPIES S.POWER SUPPLIES: THE PS10-4B POWER SUPPLY SHALL BE A HIGH MECHANICAL ENGINEER MEMBERS. MANUFACTURERS DISTRIBUTORS RESIDING WITHIN 50 MILES OF THE EFFICIENCY SWITCH MODE TYPE WITH LINE MONITORING TO : i �� UL 1711 AhIPLIFIERS FOR FIRE PROTECTIVE SIGNAUNG SYSTEMS. PROJECT JOB SITE SHALL BE REJECTED. THESE DISTRIBUTORS MUST OF THE SOFTWARE DATABASE TO THE END-USER AT THE END OF THE ,.. ,�„ UUKL THE FIRE ALARM SYSTEM SHALL BE UUKL FOR SMOKE NOT ONLY PROVIDE INSTALLATION SUPPORT, BUT MUST HAVE A WARRANTY PERIOD. THE DATABASE PROVIDED SHALL BE USEABLE BY AUTOMATICALLY SWITCH TO BATTERIES FOR POWER FAILURE OR BROWN EP 6 ` 718 CONTROL 3. DEVICE RISER DIAGRAM, WHICH INDIVIDUALLY DEPICTS ALL CONTROL ANY AUTHORIZED AND CERTIFIED DISTRIBUTOR OF THE PRODUCT UNE, OUT CONDITIONS. THE AUTOMATIC BATTERY CHARGER SHALL HAVE LOW . SERVICE ORGANIZATION CAPABLE OF 24 HOUR EMERGENCY CALL 3 110 William Street 32nd Floor New York, NY 10038 PANELS, ANNUNCIATORS, ADDRESSABLE DEVICES, AND NOTIFICATION SERVICE AND MUST HAVE BEEN CONTRACTED AND DEWERED NO LESS AND SHALL INCLUDE ALL APPLICABLE PASSWORDS NECESSARY FOR BATTERY DISCHARGE PROTECTION. THE POWER SUPPLY SHALL PROVIDE C.THIS INSTALLATION SHALL COMPLY WITH: 212,257.6190 Fax: 212.994.8091 APPLIANCES. SHALL INCLUDE A SPECIFIC, PROPOSED POINT THAN FIVE (5) ACCEPTED PROJECTS USING THE SUBMITTED PRODUCT TOTAL AND UNRESTRICTED USE AND MODIFICATION OF THE DATABASE. INTERNAL POWER AND 24 VDC AT 10.OA CONTINUOUS FOR 1. AMERICANS WITH DISABILITIES ACT (ADA) DESCRIPTOR ABOVE EACH ADDRESSABLE DEVICE. SHALL INCLUDE A OVER THE PAST YEAR. THE CONSULTING ENGINEER SHALL DEFINE THE EXTENT OF HARDCOPY NOTIFICATION APPLIANCE CIRCUITS. FOUR FULLY SYNCHRONIZED CLASS www.EPENGINEERING.com SPECIFIC, DISCRETE POINT ADDRESS THAT SHALL CORRESPOND TO DATABASE DOCUMENTATION TO BE PROVIDED. B STYLE NOTIFICATION CIRCUITS SHALL BE INCLUDED ON THE MAIN 2. NATIONAL ELECTRIC CODE, ARTICLE 760. ( Y) _.. __...... ..v...... D.ALTERNATE PRODUCT SUBMISSIONS BASED UPON USE OF A PRODUCT ADDRESSES DEPICTED ON THE DEVICE LAYOUT FLOOR PLANS. POWER SUPPLY. CLASS B CIRCUITS SHALL HAVE A ClA-PS10 OPTION ? STRUCTURAL ENGINEER 3. NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS: NFPA72 DRAWING SHALL PROVIDE WIRE SPECIFICATIONS, AND WIRE TAGS UNE CONSIDERED PROPRIETARY IN ITS DISTRIBUTION, DESIGN, 2.5 UL LISTED AND APPROVED EQUIPMENT MODULE AVAILABLE TO CONVERT THEM TO CLASS A (STYLE Z). ALL Engineering Firm 4. LOCAL AND STATE BUILDING CODES AND THE LOCAL AUTHORITIES SHOWN ON ALL CONDUCTORS DEPICTED ON THE RISER DIAGRAM. APPLICATION SOFTWARE. OR ONGOING MAINTENANCE AND REPAIR SHALL OUTPUTS SHALL BE POWER LIMITED. THE BATTERY SHALL BE SIZED TO .. g g HAVING JURISDICTION. ALL CIRCUITS SHALL HAVE DESIGNATIONS THAT SHALL CORRESPOND NOT ACCEPTABLE. PROOF OF A PRODUCT'S NON-PROPRIETARY NATURE /�,FIRE ALARM CONTROL PANEL REQUIREMENTS: THE FIRE ALARM SUPPORT THE SYSTEM FOR 24 HOURS OF SUPERVISORY AND TROUBLE Address 5. INTERNATIONAL STANDARDS ORGANIZATION (ISO): ISO-9001 WITH THOSE REQUIRE ON THE CONTROL PANEL AND FLOOR PLAN SHALL BE THE BURDEN OF THE CONTRACTOR AT THE TIME OF BID, CONTROL PANEL OR PANELS AND ALL SYSTEM DEVICES SIGNAL CURRENT PLUS GENERAL ALARM FOR 5 MINUTES. THE MAIN Phone Fax: DRAWINGS. END-OF-LINE RESISTORS (AND VALUES) SHALL BE AND SHALL BE IN THE FORM OF WRITTEN DOCUMENTATION. THE (HORN-STROBES, STROBES, PULL STATIONS, SMOKE AND HEAT POWER SUPPLY SHALL BE EQUIPPED WITH "POWER BOOST" 1.4 RELATED DOCIIMENTS DEPICTED. DETERMINATION OF A PRODUCT'S COMPLIANCE TO THIS REQUIREMENT TECHNOLOGY THAT PROVIDES THE NAC CIRCUIT TERMINALS A MINIMUM E-mail: DETECTORS ETC. SHALL BE EDWARDS SYSTEMS TECHNOLOGY (EST) OF 22.5 V DC AT LOW BATTERY, WHICH ALLOWS FOR LONGER NAC �.; .:;4'.;' . w :. Kt : �' v:: :...,.ram„. . : SHALL BE EXCLUSIVELY THAT OF THE CONSULTING ENGINEER. ' F.ALL PRODUCTS USED SHALL BE OF A SINGLE MANUFACTURER. TYPE E:ST3X SERIES (OR EQUAL)• ALL UNDER ONE LABEL "UL USTED CIRCUIT RUNS AND MORE DEVICES. PROJECT &.SECURE PERMITS AND APPROVALS PRIOR TO INSTALLATION. 4. CONTROL PANEL TERMINATION DRAWING(S). SHALL DEPICT INTERNAL AND APPROVED" FOR THE USE OF FIRE ALARM SYSTEMS IN THIS AREA COMPONENT PLACEMENT AND ALL INTERNAL AND FIELD SUBMISSION OF NOTIFICATION APPLIANCES, AUXILIARY RELAYS, OR OF THE UNTIED STATES OF AMERICA. THE OPERATING CONTROLS SHALL T.ETHERNET ADAPTER CARD: PROVIDE A STANDARD 10/100 BASE-T DOCUMENTATION FROM OTHER TITAN A SINGLE MANUFACTURER SHALL ETHERNET NETWORK CONNECTION FOR PANEL PROGRAMMING AND S O U T H O L D ASC B.PRIOR TO COMMENCEMENT AND AFTER COMPLETION OF WORK NOTIFY TERMINATION POINTS. DRAWING SHALL PROVIDE A DETAIL INDICATING NOT M ACCEPTABLE AND WILL BE GROUNDS FOR IMMEDIATE BE LOCATED BEHIND LOCKED DOOR WITH VIEWING WINDOW. ALL 1 WHERE CONDUIT PENETRATIONS SHALL BE MADE SO AS TO AVOID CONTROL MODULES SHALL BE LABELED AND ALL ZONE LOCATIONS DIAGNOSTICS. AUTHORITIES HAVING JURISDICTION. DISAPPROVAL WITHOUT COMMENT. CONFLICTS WITH INTERNALLY MOUNTED BATTERIES. FOR EACH SHALL BE IDENTIFIED. ll.REMOTE SERIAL LCD ANNUNCIATOR, EST R SERIES. THE REMOTE SERIAL , 700 BOISSEAU AVENUE ADDITIONAL DATA GATHERING PANEL, A SEPARATE CONTROL PANEL 2,2 CIRCUITING GUIDELINES B.SYSTEM CONTROLLERS: THE MAIN CONTROLLER SFS1-CPU SHALL BE LCD ANNUNCIATORS SHALL DISPLAY EACH AND EVERY POINT ON THE SOUTHOLD, NY C.SUBMIT LETTER OF APPROVAL FOR INSTALLATION BEFORE REQUESTING DRAWING SHALL BE PROVIDED, WHICH CLEARLY INDICATED THE SUPERVISED, SITE PROGRAMMABLE, AND OF MODULAR DESIGN PANEL R IS CONNECTED TO AND BE SIZED WITH THE SAME NUMBER . ACCEPTANCE OI- SYSTEM. SUPPORTING UP TO 125 DETECTORS AND 125 REMOTE MODULES PER OF CHARACTERS AS IN THE MAIN FACP DISPLAY. ANNUNCIATORS NOT ENCLOSURE. END-OF-UNE RESISTORS (AND VALUES) SHALL BE A.EACH ADDRESSABLE ANALOG LOOP SHALL BE CIRCUITED SO DEVICE ADDRESSABLE SIGNALING LINE CIRCUIT (SLC). THE CPU SHALL CAPABLE OF DISPLAYING EACH POINT ON THAT PANEL WILL NOT BE ° °° wu,:; ° ~' ��>� � ,", °°°°w°°° ' DEPICTED. LOADING IS NOT TO EXCEED 80% OF LOOP CAPACITY IN ORDER TO SUPPORT UP TO 6 SLC'S PER PANEL FOR A TOTAL SYSTEM CAPACITY CONSIDERED EQUAL. GROUPING POINTS TO "ZONES" WILL NOT BE DRAWING TITLE 1.5 RELATED WORD LEAVE FOR SPACE FOR FUTURE DEVICES. OF 1,500 INTELLIGENT ADDRESSABLE POINTS. THE SYSTEM SHALL BE ACCEPTABLE. REMOTE LCD ANNUNCIATOR: SHALL HAVE LCD DISPLAY i FIRE ALAR M 5 11 . SEE SECTION 3.4 DOCUMENTATION AND TRAINING FOR OTHER B.SYSTEM CIRCUITS SHALL BE CONFIGURED AS FOLLOWS: ADDRESSABLE DESIGNED WITH PEER-TO-PEER NETWORKING CAPABILITY FOR FUNCTIONS FOR ALARM, SUPERVISORY, AND TROUBLE INDICATIONS AND1. DOCUMENTS RELATING TO THIS SECTION. ANALOG SLC LOOPS CLASS B (STYLE 4)• INITIATING DEVICE CIRCUITS ENHANCED SURVIVABILITY, WITH SUPPORT FOR UP TO 8 NODES, EACH COMMON SYSTEM CONTROLS INCLUDING; ACKNOWLEDGE/SILENCE, SPECIFICATIONS A.THE CONTRACTOR SHALL COORDINATE WORK IN THIS SECTION WITH ALL CLASS B (STYLE B); NOTIFICATION APPLIANCE CIRCUITS CLASS B WITH UP TO 1.500 POINTS AND AN OVERALL CAPACITY OF 12,000 SIGNAL SILENCE, RESET, DRILL, AND LAMP TEST. ANNUNCIATOR MUST RELATED TRADES. WORK AND/OR EQUIPMENT PROVIDED IN OTHER POINTS. THE CABINETS SHALL BE STEEL, WITH A BRONZE FINISH. SUPPORTA 24 LED EXPANDER. SHALL BE HOUSED IN A METAL (1 O F 2 SECTIONS AND RELATED TO THE FIRE ALARM SYSTEM SHALL INCLUDE, 6. DEVICE TYPICAL WIRING DIAGRAM DRAWING(S) SHALL BE PROVIDED (STYLE Y); NETWORK COMMUNICATIONS CLASS A {STYLE 7); ENCLOSURE WITH KEY LOCK DOOR. \ BUT NOT BE UMITED TO: WHICH DEPICT ALL SYSTEM COMPONENTS, AND THEIR RESPECTIVE ANNUNCIATOR COMMUNICATIONS CLASS B. C.THE SYSTEM SHALL STORE ALL BASIC SYSTEM FUNCTIONALITY AND JOB 1. SPRINKLER WATERFLOW AND SUPERVISORY SWITCHES SHALL BE FIELD WIRING TERMINATION POINTS. WIRE TYPE, GAUGE, AND C-WHERE IT IS NECESSARY TO INTERFACE CONVENTIONAL INITIATING SPECIFIC DATA IN NON-VOLATILE MEMORY. ALL SITE SPECIFIC AND 2.6 COMPONENTS . : s::. .:� ., .; >.;:::::: :::,::::::.w__ :o: ,... ., .,hy,.. . JACKET SHALL ALSO BE INDICATED. WHEN AN ADDRESSABLE DEVICES PROVIDE INTELLIGENT INPUT MODULES TO SUPERVISE CLASS B OPERATING DATA SHALL SURVIVE A COMPLETE POWER FAILURE INTACT. DATE FURNISHED AND INSTALLED BY THE FIRE PROTECTION CONTRACTOR, MODULE IS USED IN MULTIPLE CONFIGURATIONS FOR MONITORING ZONE WIRING. PASSWORDS SHALL PROTECT ANY CHANGES TO SYSTEM OPERATIONS. 7/7/17 BUT WIRED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. &INTEWGENT DEVICES -- GENERAL EACH REMOTE DEVICE SHALL 1. OR CONTROLLING VARIOUS TYPES OF EQUIPMENT, DIFFERENT D.THE MAIN CONTROLLER MODULE SHALL CONTROL AND MONITOR ALL PROJECT NUMBER MODIFICATION OF EXISTING SPRINKLER DEVICES TO ACCOMMODATE D.EACH OF THE FOLLOWING TYPES OF DEVICES OR EQUIPMENT SHALL BE HAVE A MICROPROCESSOR WITH NON-VOLATILE MEMORY TO SUPPORT DEVICE TYPICAL DIAGRAMS SHAD_ BE PROVIDED. END-OF-LINE LOCAL OR REMOTE PERIPHERALS. IT SHALL INCLUDE A LARGE 960 MONITORING BY THE NEW FIRE ALARM SYSTEM SHALL BE THE PROVIDED WITH SUPERVISED CIRCUITS AS SHOWN ON THE DRAWINGS ITS FUNCTIONALITY AND SERVICEABILITY. EACH DEVICE SHALL STORE RESPONSIBILITY OF THE FIRE ALARM SYSTEM INSTALLING RESISTORS (AND VALUES) SHALL BE DEPICTED. BUT SHALL BE TYPICALLY AS FOLLOWS: CHARACTER VGA LCD DISPLAY, POWER SUPPLY, AND SUPPORT AS REQUIRED FOR ITS FUNCTIONALITY THE FOLLOWING DATA: DEVICE 2017.025 CONTRACTOR. REMOTE LCD AND ZONE DISPLAY ANNUNCIATORS, PRINTERS, AND SERIAL NUMBER, DEVICE ADDRESS, DEVICE TYPE, PERSONALITY CODE, DRAWN BY zi i. WIRED AND 7. DEVICE LAYOUT FLOOR PLANS SHALL BE CREATED FOR EVERY a• SPRINKLER VALVE SUPERVISORY SWITCHES: PROVIDE ONE (1) SUPPORT COMMUNICATION INTERFACE STANDARD PROTOCOL (CSI) DATE OF MANUFACTURE HOURS IN USE TIME AND DATE OF LAST 2. DUCT SMOh�E DETECTORS SHALL BE FURNISHED. SUPERVISORY MODULE CIRCUIT FOR EACH SPRINKLER VALVE DEVICES SUCH AS COLOR COMPUTER ANNUNCIATORS AND COLOR ' CONNECTED BY THE ELECTRICAL CONTRACTOR. THE HVAC AREA SERVED BY THE FIRE ALARM SYSTEM. CAD FILES (AUTOCAD SUPERVISORY SWITCH. GRAPHIC DISPLAYS. IF CONFIGURED AS A NETWORK, EACH CONTROL ALARM, AMOUNT OF ENVIRONMENTAL COMPENSATION LEFT/USED, LAST is ,* JV CONTRACTOR SHALL FURNISH NECESSARY DUCT OPENING TO - LATEST EDITION) SHALL BE PROVIDED BY THE CONSULTING b. WHEN WATERFLOW AND TAMPER SWITCHES EXIST AT THE SAME PANEL SHALL DISPLAY EACH AND EVERY POINT IN THE SYSTEM NODE MAINTENANCE DATE, JOB/PROJECT NUMBER, CURRENT DETECTOR ED ARS' SCALE INSTALL THIE DUCT SMOKE DETECTORS. ENGINEER FOR THE FIRE ALARM SYSTEM EQUIPMENT VENDOR IN LOCATION, PROVIDE ONE (1} DUAL INPUT ADDRESSABLE MODULE. AND SHALL ALSO SUPPORT UP TO 30 REMOTE LCD DISPLAY ( } SENSTTMTY VALUES. DIAGNOSTIC INFORMATION (TROUBLE CODES) AND �� !yip, 3. NEW AIR w4NDUNG AND SMOKE EXHAUST SYSTEM FAN CONTROL THE PREPARATION OF THE FLOOR PLANS. FLOOR PLANS SHALL ALGORITHMS REQUIRED TO PROCESS SENSOR DATA AND PERFORM i fi AS NOTED WHEN ODD NUMBERS OF DEVICES EXIST AT A SINGLE LOCATION, ANNUNCIATORS. REMOTE LCD ANNUNCIATORS SHALL ALSO DISPLAY � c> CIRCUITS AND STATUS CONTACTS TO BE FURNISHED BY THE HVAC INDICATE ACCURATE LOCATIONS FOR ALL CONTROL AND COMMUNICATIONS WITH THE LOOP CONTROLLER. EACH DEVICE SHALL w . 4 ,,,rA -� 111 PROVIDE ADDITIONAL SINGLE INPUT ADDRESSABLE MODULES. EACH AND EVERY POINT IN THE SYSTEM, or v ; c7 DRAWING NUMBER CONTROL EQUIPMENT. PERIPHERAL DEVICES. DRAWINGS SHALL BE NO LESS THAN BE CAPABLE OF ELECTRONIC ADDRESSING, EITHER AUTOMATICALLY OR 11. , m 1. 4f. . ELEVATOR RECALL CONTROL CIRCUITS TO BE PROVIDED BY THE 1/8-INCH SCALE. ALL ADDRESSABLE DEVICES SHALL BE DEPICTED E.EACH OF THE FOLLOWING TYPES OF ALARM NOTIFICATION APPLIANCES E.THE PANEL SHALL HAVE AN INTERFACE MODULE FOR REMOTE SITE APPLICATION PROGRAMMED ASSIGNED TO SUPPORT * � ELEVATOR CONTROL EQUIPMENT. MODIFICATIONS TO THE EXISTING WITH A DISCRETE ADDRESS THAT CORRESPONDS WITH THAT SHALL BE CIRCUITED AS SHOWN ON THE DRAWINGS BUT SHALL BE MONITORING. THE MODULE SHALL HAVE A DIALER (DIGITAL ALARM PHYSICAL/ELECTRICAL MAPPING AND SUPERVISION BY LOCATION. : ELEVATOR CONTROLS TO ACCOMMODATE ANSI A17.1 SHUNT TRIP INDICATED ON THE RISER DIAGRAM. ALL NOTIFICATION APPLIANCES TYPICALLY AS FOLLOWS: COMMUNICATOR TRANSMITTER (DACT)) MODULE TO TRANSMIT ALARM, SETTING A DEVICE'S ADDRESS BY PHYSICAL MEANS SHALL NOT BE sT9 °26 X04FA=8OOmOO . ACTIVATION SHALL BE PROVIDED BY THE ELEVATOR CONTROLS SHALL ALSO BE PROVIDED WITH A CIRCUIT ADDRESS THAT 1. AUDIBLE SIGNALS: PROVIDE SUFFICIENT SPARE CAPACITY TO SUPERVISORY AND 1ROUBL.E SIGNALS TO A CENTRAL MONITORING NECESSARY. �OF N � CORRESPONDS TO THAT DEPICTED ON THE RISER DIAGRAM. IF t. is -- �: SEAL SHEET N0: 5 OF 6 11 _. .�.:... ......:<:.....:.. >. .. .. ... %:: ., ::. r., ..:.:::>:. t, ..... ... .t... ... :. ... n.. y' „ 4 ...:..':.:.:: .... .:v: k< .x:..:.... :r:.,. ..w.0�: ':..`�:::��. ,,L'..t. ��':' .. ...::x::;3<r.»:::::;:':::'::'::: a.:w.. s 1. ..:.¢,„x:,,'..:::::::.::....:...� , .,,....;::so,q '...'4:.....:, :::":i`G��:: ':�'„'�3, ::'w§i.Ct� .....�.a... ...xa..:., .:u:........ .c".:. '.�:..'..q:`:`..'.:... : ..w :.v..�: .:.� ... .ca:.. .: i:...:. ...;.... :.Y,.: ... :>.:..:::. :„. uc. s .. .. .. .. ... v n . . ....... .... ...... .... ..... .. n n. .:: t. .a ,. . .::i : . >, .. . ..> . .: : : .....: . .... ... B.INTEWGENT DETECTORS -- GENERAL THE SYSTEM INTELLIGENT INLET TUBE THAT EXTENDS INTO THE DUCT AIR STREAM UP TO TEN MOUNTED ON A MATCHING BACK BOX PROVIDED BY THE S.AUXILIARY RELAYS SHAU_ BE APPROPRIATELY LABELED TO INDICATE 41 DETECTORS SHAD_ BE CAPABLE OF FULL DIGITAL COMMUNICATIONS FEET. THE ADDRESSABLE DUCT HOUSING SHALL BE SUITABLE FOR MANUFACTURER, AS DIRECTED IN THE FIELD. "FIRE ALARM SYSTEM" AND THEIR SPECIFIC FUNCTION (I.E. FAN S-1 USING BOTH BROADCAST AND POWNG PROTOCOL EACH DETECTOR EXTREME ENVIRONMENTS, INCLUDING A TEMPERATURE RANGE OF -20 SHALL BE CAPABI� OF PERFORMING INDEPENDENT FIRE DETECTION TO 158 DEGREES F (-29 TO 70 DEGREES CELSIUS) AND OFFER A S.TEMPORAL HORN, G1 RF-HD: PROVIDE EST SERIES G1 RF-HD LOW SHUTDOWN). ALGORITHMS. THE FIRE DETECTION ALGORITHM SHALL MEASURE HARSH ENVIRONMENT GASKET OPTION. PROVIDE REMOTE ALARM LED PROFILE WALL MOUNT HORN AT THE LOCATIONS SHOWN ON THE T.ALL FIRE ALARM WIRING SHALL BE CONTINUOUS AND UNSPUCED. IN N VI I OF 84.4 TERMINATIONS SHALL ONLY OCCUR AT FIRE ALARM DEVICES OR NORTH FORK ;1� SENSOR SIGNAL DIMENSIONS, TIME PATTERNS AND COMBINE DIFFERENT INDICATORS SIGA-LED AND/OR REMOTE TEST STATION MODEL SD-TRK DBA AT 10 FT AT THE HIGH SETTING AND FOR SMALLER ROOM SIZE . .......... .. . ..................................I.......I......... .. ...-' ' ...-�.......I ' - - FIRE PARAMETERS TO INCREASE RELIABILITY AND DISTINGUISH REAL AS INDICATED ON THE PROJECT PLANS. LOCATIONS (AS INDICATED ON THE PLANS) A LOW DB SETTING (FIELD CONTROL PANEL ENCLOSURES UNDER TERMINAL SCREWS. ALL OTHER 1. FIRE CONDITIONS FROM UNWANTED DECEPTIVE NUISANCE ALARMS. I. INTELLIGENT MODULES -- GENERAL: IT SHALL BE POSSIBLE TO SELECTABLE) OF 79.4 DB AT 10 FT. WHEN MEASURED IN SPLICING METHODS ARE SPECIFICALLY DISALLOWED (I.E. PLASTIC SIGNAL PATTERNS THAT ARE NOT TYPICAL OF FIRES SHALL BE WIRENUTS). Y ELIMINATED BY DIGITAL FILTERS. DEVICES NOT CAPABLE OF COMBINING ADDRESS EACH INTELLIGENT SIGNATURE SERIES MODULE WITHOUT THE REVERBERATION ROOM PER UL-464. THE HORN SHALL HAVE A = DIFFERENT FIRE PARAMETERS OR EMPLOYING DIGITAL FILTERS SHALL USE OF DIP OR ROTARY SWITCHES. DEVICES USING DIP SWITCHES SELECTABLE STEADY OR SYNCHRONIZED TEMPORAL OUTPUT. LOW U.ALL FIRE ALARM WIRING SHALL BE INSTALLED USING A DEDICATED 11 SC7 LLC ::: FOR ADDRESSING SHALL NOT BE ACCEPTABLE. THE PERSONALITY OF PROFILE HORN SHAU_ MOUNT IN A NORTH AMERICAN 1-GANG BOX OR SYSTEM OF SUPPORTS I . E. BRIDLE RINGS). FIRE ALARM WIRING SHALL } ABLE. 7Q0 BOISSEAUAVE,BE ACCEPT EACH DETECTOR A SOU N T SHAHOLD NY ' LL HAVE AN INTEGRAL ' MULTIFUNCTION MODULES SHALL BE PROGRAMMABLE AT SITE TO SUIT SURFACE MOUNTED ON A MATCHING BACK BOX PROVIDED BY THE NOT BE BUNDLED OR STRAPPED TO EXISTING CONDUIT, PIPE OR WIRE MICROPROCESSOR, CAPABLE OF MAKING ALARM DECISIONS BASED ON � <.�� .�<,:: <<�:'. ,: ,,..,,..:::,.„::;,...::.<,�,m.:....,�:,,�..�' :,:#:. . ,�. .., ,�.. ..�,a,�. .: ._.:� FIRE PARAMETER INFORMATION STORED IN THE DETECTOR HEAD. CONDITIONS AND MAY BE CHANGED AT ANY TIME USING A PERSONALITY MANUFACTURER, AS DIRECTED IN THE FIELD. IN THE FACILITY. THIS WILL BE FIELD INSPECTED BY THE PROJECT1. DISTRIBUTED INTELLIGENCE SHALL IMPROVE RESPONSE TIME BY CODE DOWNLOADED FROM THE ANALOG LOOP CONTROLLER, MODULES T.MULTI-VOLTAGE CONTROL RELAYS, MR-200 SERIES: PROVIDE REMOTE ENGINEER DECREASING THE DATA FLOW BETWEEN DETECTOR AND ANALOG LOOP REQUIRING EPROM, PROM, ROM CHANGES OR DIP SWITCH AND/OR CONTROL RELAYS CONNECTED TO SUPERVISED ANCILLARY CIRCUITS FOR V.ALL FIRE ALARM WIRING SHALL BE SLEEVED WHEN PASSING THROUGH I' JUMPER CHANGES SHALL NOT BE ACCEPTABLE. THE MODULES SHALL CONTROLLER. DETECTORS NOT CAPABLE OF MAKING INDEPENDENT CONTROL OF FANS, DAMPERS, DOOR RELEASES, ETC. RELAY CONTACT ANY WALL, USING CONDUIT SLEEVES (1" MIN.) WITH BUSHINGS, AND I ALARM DECISIONS SHALL NOT BE ACCEPTABLE. MAXIMUM TOTAL HAVE A MINIMUM OF 2 DIAGNOSTIC LEDS MOUNTED BEHIND A FINISHED RATINGS SHALL BE DPDT AND RATED FOR 10 AMPERES AT 115 VAC. A FIRE STOPPED IN ACCORDANCE WITH CODE. : COVER PLATE. A GREEN LED SHALL FLASH TO CONFIRM ANALOG LOOP RESPONSE TIME FOR DETECTORS CHANGING STATE SINGLE RELAY MAY BE ENERGIZED FROM A VOLTAGE SOURCE OF 24 SHALL BE 0.5 SECONDS. EACH DETECTOR SHALL HAVE A SEPARATE COMMUNICATION WITH THE LOOP CONTROLLER. A RED LED SHALL VDC 24 VAC 115 VAC OR 230 VAC. A RED LED SHALL INDICATE THE W.THE SYSTEM SHALL BE ARRANGED TO RECEIVE POWER FROM ONE �- MEANS OF DISPLAYING COMMUNICATION AND ALARM STATUS. A GREEN FLASH TO DISPLAY ALARM STATUS. THE MODULE SHALL BE CAPABLE RELAY IS ENERGIZED. A METAL ENCLOSURE SHALL BE PROVIDED. THREE WIRE 120 VAC, 20 A SUPPLY. ALL LOW VOLTAGE OPERATION I. C_____7 F ..... ... . . .. LED SHALL FLASH TO CONFIRM COMMUNICATION WITH THE ANALOG OF STORING UP TO 24 DIAGNOSTIC CODES WHICH CAN BE RETRIEVED SHALL BE PROVIDED FROM THE FIRE ALARM CONTROL PANEL. I FOR TROUBLESHOOTING ASSISTANCE. INPUT AND OUTPUT CIRCUIT U.ELECTROMAGNETIC DOORHOLDERS - GENERAL: ELECTROMAGNETIC LOOP CONTROLLER. A RED LED SHALL FLASH TO DISPLAY ALARM X.ALL FIRE ALARM DEVICES SHALL BE ACCESSIBLE FOR PERIODIC WIRING SHALL BE SUPERVISED FOR OPEN AND GROUND FAULTS. THE DOORHOLDERS SUBMITTED FOR USE MUST HAVE WRITTEN PROOF OF 1-11 ,. STATUS. THE DETECTOR SHALL BE CAPABLE OF IDENTIFYING UP TO 32 MAINTENANCE. SHOULD A DEVICE LOCATION INDICATED ON THE MODULE SHALL BE SUITABLE FOR OPERATION IN THE FOLLOWING THEIR COMPATIBILITY FOR THE PURPOSES INTENDED. SUCH PROOF DIAGNOSTIC CODES. THIS INFORMATION SHALL BE AVAILABLE FOR CONTRACT DRAWINGS NOT MEET THIS REQUIREMENT, IT SHALL BE THE SYSTEM MAINTENANCE. THE DIAGNOSTIC CODE SHALL BE STORED AT ENVIRONMENT: TEMPERATURE: 320E TO 1200E (OOC TO 490C), SHALL BE IN THE FORM OF DOCUMENTATION FROM ALL RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO BRING IT, IN : THE DETECTOR. EACH SMOKE DETECTOR SHALL BE CAPABLE OF HUMIDITY: 0-93% RH, NON-CONDENSING. MANUFACTURERS THAT CLEARLY STATES THAT THEIR EQUIPMENT (AS WRITING, TO THE ATTENTION OF THE PROJECT ENGINEER. FAILURE TO TRANSMITTING PRE-ALARM AND ALARM SIGNALS IN ADDITION TO THE SUBMITTED) IS 100% COMPATIBLE WITH EACH OTHER FOR THE BRING SUCH ISSUES TO THE ATTENTION OF THE PROJECT ENGINEER NORMAL, TROUBLI_ AND NEED CLEANING INFORMATION. IT SHALL BE J.SINGLE INPUT MODULE, SIGA-CTT (WAIERFLOW DETECTORS, TAMPER PURPOSES INTENDED. SHALL BE THE EXCLUSIVE LIABILITY OF THE INSTALLING ELECTRICAL POSSIBLE TO PROGRAM CONTROL PANEL ACTMTY TO EACH LEVEL SWITCHES ETC.): PROVIDE INTELLIGENT SINGLE INPUT MODULES V.WALL MOUNTED, 1504/1505/1508/1509 SERIES: PROVIDE FLUSH, CONTRACTOR. f SIGA-CT1. THE SINGLE INPUT MODULE SHALL PROVIDE ONE (1) EACH SMOKE DETECTOR MAY BE INDIVIDUALLY PROGRAMMED TO SUPERVISED CLASS B INPUT CIRCUIT CAPABLE OF A MINIMUM OF 4 SEMI-FLUSH OR SURFACE WALL MOUNTED ELECTROMAGNETIC Y.THE EXISTING FIRE ALARM SYSTEM SHALL REMAIN IN OPERATION UNTIL OPERATE AT ANY ONE OF FIVE (5) SENSITIVITY SETTINGS. EACH PERSONALITIES EACH W A DISTINCT OPERATION. THE MODULE DOORHOLDER/RELEASES RATED AT 24 VAC/DC AS DIRECTED BY THE SUCH TIME THAT APPROVAL HAS BEEN GRANTED FOR ITS REMOVAL Im/ � DETECTOR MICROPROCESSOR SHALL CONTAIN AN ENVIRONMENTAL CONSULTING ENGINEER. FINISH SHALL BE BRUSHED ZINC. THE INSTALLING ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR COMPENSATION ALGORITHM THAT IDENTIFIES AND SETTS AMBIENT SHALL BE SUITABLE FOR MOUNTING ON NORTH AMERICAN 2Z" .&�� z "ENVIRONMENTAL THRESHOLDS" APPROXIMATELY SIX TIMES AN HOUR. (64MM) DEEP 1-GANG BOXES AND 1 %- (38MM) DEEP 4" SQUARE W.STI STOPPER II LEXAN GUARDS: MANUAL PULL STATIONS THAT ARE THE UPKEEP OF THE EXISTING SYSTEM UNTIL SUCH TIME THAT IT CAN THE MICROPROCESSOR SHALL CONTINUALLY MONITOR THE BOXES WITH 1-GANG COVERS. THE SINGLE INPUT MODULE SHALL PROVIDED WITH STI STOPPER II LEXAN GUARDS SHALL INCLUDE BE REMOVED. ;;: ENVIRONMENTAL IMPACT OF TEMPERATURE, HUMIDITY, OTHER SUPPORT THE FOLLOWING CIRCUIT TYPES: NORMALLY-OPEN ALARM NON-AUDIBLE ALARMS AS REQUIRED ON THE PLANS. THEY SHALL BE Z.THE INSTALLING ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR �; -��.:: ::::..:..<.tt�•.'x ^ "'��`� .�:' _._»:::.�<:�:::��,�,,x,<,,,.x .,,, SURFACE OR FLUSH MOUNTING, AS REQUIRED FOR EACH INDIVIDUAL THE REMOVAL OF ENTIRE EXISTING FIRE ALARM SYSTEM COMPONENTS s_' CONTAMINATES AS WELL AS DETECTOR AGING. THE PROCESS SHALL LATCHING (MANUAL STATIONS, HEAT DETECTORS, ETC.), DEVICE. AND CONTROLS ON THE DEMOLITION DRAWING SHOWN OR NOT UPON ISSUE: EMPLOY DIGITAL COMPENSATION TO ADAPT THE DETECTOR TO BOTH NORMALLY-OPEN ALARM DELAYED LATCHING (WATERFLOW SWITCHES), 24-HOUR LONG TERM AND 4-HOUR SHORT-TERM ENVIRONMENTAL NORMALLY-OPEN ACTIVE NON-LATCHING (MONITOR, FANS, DAMPERS, X.PROJECTED BEAM DETECTOR - SINGLE END - MODEL EST APPROVAL OF THE AHJ AND THE CONSULTING ENGINEER. THE DESCRIPTION DATE BY CHANGES. THE MICROPROCESSOR SHALL MONITOR THE DOORS, ETC.), NORMALLY-OPEN ACTIVE LATCHING (SUPERVISORY, EC-50/100R. THE PROJECTED BEAM TYPE SMOKE DETECTOR SHALL END-USER RESERVES THE RIGHT TO RETAIN ANY EXISTING FIRE ALARM ENVIRONMENTAL COMPENSATION VALUE AND ALERT THE SYSTEM TAMPER SWITCHES). BE A 4-WIRE 12/24 VDC DEVICE MONITORED BY THE FIRE ALARM SYSTEM COMPONENTS, UPON THEIR REQUEST. ALL EXISTING FIRE ISSUED TO DOH 05.03.17 CP OPERATOR WHEN THE DETECTOR APPROACHES 80% AND 100% OF THE ALARM SYSTEM COMPONENTS REQUIRING SPECIAL HANDLING FOR ALLOWABLE ENVIRONMENTAL COMPENSATION VALUE. DIFFERENTIAL K.DUAL INPUT MODULE, SIGH-CT2: PROVIDE INTELLIGENT DUAL INPUT CONTROL PANEL THROUGH A TWO CIRCUIT SIGA-CT2 MONITOR MODULE DISPOSAL (DUE TO RADIOACTIVITY) SHALL BE THE RESPONSIBILITY OF ISSUED FOR CONSTRUCTION 05.05.17 CP SENSING ALGORITHMS SHALL MAINTAIN A CONSTANT DIFFERENTIAL MODULES SIGA-CT2. THE DUAL INPUT MODULE SHALL PROVIDE TWO (ONE ZONE FOR ALARM AND ONE FOR TROUBLE). THE UNIT SHALL BE THE INSTALLING CONTRACTOR. WRITTEN PROOF OF PROPER DISPOSAL BETWEEN SELECTED DETECTOR SENSITIVITY AND THE "LEARNED" BASE (2) SUPERVISED CLASS B INPUT CIRCUITS EACH CAPABLE OF A LISTED TO UL 268 AND SHALL CONSIST OF AN INTEGRATED BY THE INSTALLING CONTRACTOR SHALL BE REQUIRED PRIOR TO LINE SENSITIVITY. THE BASE UNE SENSITIVITY INFORMATION SHALL BE MINIMUM OF 4 PERSONALITIES, EACH WITH A DISTINCT OPERATION. TRANSMITTER AND RECEIVER. THE BEAM DETECTOR SHALL OPERATE RELEASE OF OUTSTANDING RETAINAGE. r. UPDATED AND PEIRMANENTLY STORED AT THE DETECTOR THE MODULE SHALL BE SUITABLE FOR MOUNTING ON NORTH AMERICAN BETWEEN A RANGE OF 15 AND 160 FEET (4.57 AND 48.77 M) OR APPROXIMATELY ONCE EVERY HOUR. THE INTELLIGENT ANALOG 2 %" DEEP 1-GANG BOXES AND 1 %" (38MM) DEEP 4" SQUARE 160 AND 330 FEET (48.77 AND 100 M)(CONTRACTOR SHALL 3.2 FIELD QUALITY CONTROL REVISED PER DOH COMMENTS 07.11.17 CP DETECTORS SHALL. BE SUITABLE FOR MOUNTING ON ANY SIGNATURE BOXES WITH 1-GANG COVERS. THE DUAL INPUT MODULE SHALL DETERMINE DISTANCE TO SELECT APPROPRIATE MODEL). IT SHALL ISSUED FOR DOB APPROVAL 03.23.18 CP SERIES DETECTOR MOUNTING BASE. SUPPORT THE FOLLOWING CIRCUIT TYPES: NORMALLY-OPEN ALARM FEATURE AUTOMATIC GAIN CONTROL, WHICH WILL COMPENSATE FOR '- C.FlXED TEMPERATURE RATE OF RISE HEAT DETECTOR COMBINATION HEAT LATCHING (MANUAL STATIONS, HEAT DETECTORS, ETC,), GRADUAL SIGNAL DETERIORATION DUE TO DIRT ACCUMULATION ON THE A.THE SYSTEME INSTALLED AND FULLY TESTED UNDER THE / / LENSES. THE UNIT SHALL INCLUDE A WALL MOUNTING BRACKET, SUPERVISION OF A TRAINED MANUFACTURERS REPRESENTATIVE. THE AND CO DETECTOR, SIGA2-HRS, SIGA2-HCOS: PROVIDE INTELLIGENT NORMALLY-OPEN ALARM DELAYED LATCHING (WATERFLOW SWITCHES), TESTING SHALL BE CARRIED OUT USING A CALIBRATED TEST FILTER. IT SYSTEM SHALL BE DEMONSTRATED TO PERFORM ALL OF THE FUNCTION ' COMBINATION FIXED TEMPERATURE/RATE-OF-RISE HEAT DETECTORS NORMALLY-OPEN ACTIVE NON-LATCHING (MONITOR, FANS, DAMPERS, SHALL BE POSSIBLE TO TEST THE DETECTOR WITHOUT DIRECT ACCESS AS SPECIFIED. SIGA-HRS. THE HEAT DETECTOR SHALL HAVE A LOW MASS DOORS, ETC.), NORMALLY-OPEN ACTIVE LATCHING (SUPERVISORY, TO R BY MEANS OF A REMOTELY INSTALLED KEY-OPERATED TEST . THERMISTOR HEAT SENSOR AND OPERATE AT A FIXED TEMPERATURE TAMPER SWITCHES). B.THE INSTALLING CONTRACTOR OR FIRE ALARM EQUIPMENT VENDOR - ____ _. :__ I STATION. SHALL HAVE NO LESS THAN TWO (2) NICE? LEVEL If FIRE ALARM AND AT A TEMPERATURE RATE-OF-RISE. IT SHALL CONTINUALLY L.SINGLE INPUT SIGNAL MODULE' SIGA-CCI: PROVIDE INTELLIGENT TECHNICIANS.DEDICATED TO THIS PROJECT. MONITOR THE TEMPERATURE OF THE AIR IN ITS SURROUNDINGS TO SINGLE INPUT SIGNAL MODULES SIGA-CCT. THE SINGLE INPUT PART III - EXECUTION ,, MINIMIZE THERMAL. LAG TO THE TIME REQUIRED TO PROCESS AN C.THE INSTALLING CONTRACT AND THE FIRE ALARM SYSTEM VENDOR ALARM. THE INTEGRAL MICROPROCESSOR SHALL DETERMINE IF AN (SINGLE RISER SELECT) SIGNAL MODULE SHALL PROVIDE ONE (1) 3.1 INSTALLATION SHALL, UPON THE REQUEST OF THE CONSULTING ENGINEER OR ALARM CONDITION EXISTS AND INITIATE AN ALARM BASED ON THE SUPERVISED CLASS B OUTPUT CIRCUIT CAPABLE OF A MINIMUM OF 2 END-USER, ATTEND ANY AND ALL PROJECT MEETINGS FOR THE I ANALYSIS OF THE DATA. SYSTEMS USING CENTRAL INTELLIGENCE FOR PERSONALITIES, EACH WITH A DISTINCT OPERATION. WHEN SELECTED PURPOSE OF ACCURATELY DETERMINING PROGRESS. ALARM DECISIONS SHALL NOT BE ACCEPTABLE. THE INTELLIGENT HEAT AS A TELEPHONE POWER SELECTOR, THE MODULE SHALL BE CAPABLE A.THE ENTIRE SYSTEM SHALL BE INSTALLED IN A WORKMANLIKE MANNER, DETECTOR SHALL HAVE A NOMINAL FIXED TEMPERATURE ALARM POINT OF GENERATING ITS OWN "RING TONE". THE MODULE SHALL BE IN ACCORDANCE WITH APPROVED MANUFACTURER'S WIRING DIAGRAM. D.IT SHIALL BE THE RESPONSIBILITY OF THE INSTAWNG CONTRACTOR TO RATING OF 1350E (STDG) AND ARATE-OF-RISE ALARM POINT OF SUITABLE FOR MOUNTING ON NORTH AMERICAN 2 }�" (64MM) DEEP THE CONTRACTOR SHALL FURNISH ALL CONDUIT, WIRING, OUTLET ASSURE THAT CONSTRUCTION DEBRIS DOES NOT ADVERSELY AFFECT 150E {90C} PER MINUTE. THE HEAT DETECTOR SHALL BE RATED FOR 2-GANG BOXES AND 1 3�" (38MM) DEEP 4" SQUARE BOXES WITH BOXES, JUNCTION BOXES, CABINETS AND SIMILAR DEVICES NECESSARY ANY SENSING DEVICES INSTALLED AS PART OF THIS PROJECT. SHOULD CEILING INSTALLATION AT A MINIMUM OF 70 FT (21.3M) CENTERS AND 2-GANG COVERS, OR EUROPEAN 100MM SQUARE BOXES. THE SINGLE FOR THE COMPLETE INSTALLATION. ALL WIRING SHALL BE OF THE IT BE DEEMED NECESSARY BY THE CONSULTING ENGINEER, END-USER BE SUITABLE FOR WALL MOUNT APPLICATIONS. WHERE SHOWN ON INPUT SIGNAL MODULE SHALL SUPPORT THE FOLLOWING OPERATIONS: TYPE RECOMMENDED BY THE MANUFACTURER, APPROVED 61' THE OR AHJ, THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROJECT PL��NS, INCLUDE SIGA2-NGOs COMBINATION HEAT AND AUDIBLE/VISIBLE SIGNAL POWER SELECTOR (POLARIZED 24 VDC Q 2A). LOCAL FIRE DEPARTMENT AND SPECIFIED WITH IN. THE CLEANING OF ALL SMOKE DETECTORS PRIOR TO FINAL 5< CARBON MONOXIDE (CO) DETECTOR. THE COMBINATION HEAT AND CO M.CONTROL RELAY MODULE, SIGA-CR: PROVIDE INTELLIGENT CONTROL BALL PENETRATION OF FLOOR SLABS AND FIREWALLS SHALL BE SLEEVED ACCEPTANCE. DEVICE SHALL REPORT SEPARATELY TO THE CONTROL PANEL WHERE A RELAY MODULES SIGA-CR. THE CONTROL RELAY MODULE SHALL (1" CONDUIT MINIMUM) FIRE STOPPED IN ACCORDANCE WITH ALL 3.3 TESTS HEAT CONDITION I'S CONSIDERED A FIRE ALARM AND A CO CONDITION PROVIDE ONE FORM "R" DRY RELAY CONTACT RATED AT 2 AMPS 0 LOCAL FIRE CODES. 1. IS A SUPERVISORY ALARM WITH SEPARATE AND UNIQUE EVACUATION 24 VDC TO CONTROL EXTERNAL APPLIANCES OR EQUIPMENT C.END OF LINE RESISTORS SHALL BE FURNISHED AS REQUIRED FOR SEQUENCE. SHUTDOWN. THE CONTROL RELAY SHALL BE RATED FOR PILOT DUTY MOUNTING AS DIRECTED BY THE MANUFACTURER. DEVICES CONTAINING A.THE FIRE ALARM SYSTEM VENDOR SHALL TEST THE SYSTEM IN AND RELEASING SYSTEMS. THE POSITION OF THE RELAY CONTACT END-OF-LINE RESISTORS SHALL BE APPROPRIATELY LABELED. DEVICES ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS AND NFPA 72. D.PHOTOELECTRIC SMOKE DETECTOR, SIGA2-PS: PROVIDE INTELLIGENT SHALL BE CONFIRMED BY THE SYSTEM FIRMWARE. THE CONTROL SHOULD BE LABELED SO REMOVAL OF THE DEVICE IS NOT REQUIRED THE VENDOR SHALL PROVIDE COMPLETED NFPA 72 REPORTS TO THE PHOTOELECTRIC SMOKE DETECTORS SIGA2-PS. THE ANALOG RELAY MODULE SHALL BE SUITABLE FOR MOUNTING ON NORTH TO IDENTIFY THE EOL DEVICE. CONSULTING ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FINAL DO NOT SCALE PLANS PHOTOELECTRIC DETECTOR SHALL UTILIZE A LIGHT SCATTERING TYPE AMERICAN 2 {64MM) DEEP 1-GANG BOXES AND 1 DEEP 4" ACCEPTANCE. PHOTOELECTRIC SMOKE SENSOR TO SENSE CHANGES IN AIR SAMPLES D.ALL MANUAL PULL STATIONS SHALL BE MOUNTED 48 INCHES ABOVE :r, I, „. �.. .......•.•,,_,.: .::::.::.:::.M:..- ,e�,. , , . , . :, ,.,. ..�,„„:::::.:::,,„�,�:.,�;;.•- FROM IT'S SURROUNDINGS. THE INTEGRAL MICROPROCESSOR SHALL SQUARE BOXES WITH 1-GANG COVERS. THE FINISHED FLOOR, AS MEASURED TO THE HANDLE. BEACH INDIVIDUAL SYSTEM OPERATION ON A CIRCUIT BY CIRCUIT BASIS ARCHITECT OF RECORD DYNAMICALLY EXAMINE VALUES FROM THE SENSOR AND INITIATE AN N.INTEWGENT MANUAL PULL STATIONS -- GENERAL' IT SHALL BE SHALL BE TESTED FOR ITS COMPLETE OPERATION. THE PROCEDURE 11. ALARM BASED ON THE ANALYSIS OF DATA. SYSTEMS USING CENTRAL POSSIBLE TO ADDRESS EACH SIGNATURE SERIES FIRE ALARM PULL E.ALL AUDIOVISUAL DEVICES SHALL BE MOUNTED 80 INCHES ABOVE THE FOR TESTING THE ENTIRE FIRE ALARM SYSTEM SHALL BE SET FORTH Ter esen Associates Architects INTELLIGENCE FOR ALARM DECISIONS SHALL NOT BE ACCEPTABLE. THE STATION WITHOUT THE USE OF DIP OR ROTARY SWITCHES. DEVICES FINISHED FLOOR, AS MEASURED TO THE LENS. DEVICES SHALL BE WITH THE CONSENT OF THE CODE ENFORCEMENT OFFICIAL, THE DETECTOR SHALL CONTINUALLY MONITOR ANY CHANGES IN SENSITIVITY USING DIP SWITCHES FOR ADDRESSING SHALL NOT BE ACCEPTABLE. MOUNTED NO LESS THAN 6 INCHES FROM THE CEILING. ALL ENGINEER AND THE MANUFACTURER. �; � DUE TO THE ENVIIRONMENTAL EFFECTS OF DIRT, SMOKE, TEMPERATURE, THE MANUAL STATIONS SHALL HAVE A MINIMUM OF 2 DIAGNOSTIC LEDS AUDIOVISUAL DEVICES SHALL HAVE LEXAN COVERS IN ALL AREAS. 248 West 35th Street 11th Floor New York, NY 10001 AGING AND HUMIDITY. THE INFORMATION SHALL BE STORED IN THE MOUNTED ON THEIR INTEGRAL, FACTORY ASSEMBLED SINGLE OR TWO F.NO AREA SMOKE DETECTORS SHALL BE MOUNTED WITHIN 36 INCHES 3.4 DOCUMENTATION AND TRAINING 212.239.1526 Fax: 212.736.7899 INTEGRAL PROCESSOR AND TRANSFERRED TO THE ANALOG LOOP STAGE INPUT MODULE. A GREEN LED SHALL FLASH TO CONFIRM OF ANY HVAC SUPPLY, RETURN AIR REGISTER OR LIGHTING FIXTURE. E-mail: info@terjesenarchitects.com CONTROLLER FOR RETRIEVAL USING A LAPTOP PC OR THE SIGA-PRO COMMUNICATION WITH THE LOOP CONTROLLER. A RED LED SHALL G.NO AREA SMOKE OR HEAT DETECTOR SHALL BE MOUNTED WfTHIN 12 A.THE CONTRACTOR SHALL COMPILE AND PROVIDE TO THE OW i... SIGNATURE PROGFAM/SERVICE TOOL THE PHOTO DETECTOR SHALL BE FLASH TO DISPLAY ALARM STATUS. THE STATION SHALL BE CAPABLE �,.��.�, ,;:. ..::� ...... RATED FOR CEILING INSTALLATION AT A MINIMUM OF 30 FT (9.1 M) OF STORING UP TO 24 DIAGNOSTIC CODES THAT CAN BE RETRIEVED INCHES OF ANY WALL ALL DETECTORS SHALL BE INSTALLED IN STRICT THREE (3) COMPLETE MANUAL ON THE COMPLETED SYSTEM TO � MECHANICAL ENGINEER'" "' �: FOR TROUBLESHOOTING ASSISTANCE. INPUT CIRCUIT WIRING SHALL BE ACCORDANCE WITH NFPA 72 (1999) GUIDELINES FOR SUCH DEVICES. INCLUDE SITE SPECIFIC OPERATING AND MAINTENANCE INSTRUCTION CENTERS AND BE SUITABLE FOR WALL MOUNT APPLICATIONS. THE SUPERVISED FOR OPEN AND GROUND FAULTS. THE FIRE ALARM PULL I CATALOG CUTS OF ALL EQUIPMENT AND COMPONENTS, AS-BUILT' �6�� PHOTOELECTRIC SMOKE DETECTOR SHALL BE SUITABLE FOR DIRECT HALL MECHANICAL ROOMS, BOILER ROOMS, GYMNASIUMS, WIRING WIRING DIAGRAMS AND A MANUFACTURER'S SUGGESTED SPARE PARTS INSERTION INTO AIR DUCTS UP TO 3 FT 0.91 M HIGH AND 3 FT STATION SHALL BE SUITABLE FOR OPERATION IN THE FOLLOWING CLOSETS, CUSTODIAN ROOMS, ATTIC SPACES, ETC. OR AREAS WITH NO 110 William Street 32nd Floor New York, NY 10038 (0.91 M) WIDE WITH AIR VELOCITIES UP TO 5,000 FT/MIN. (0-25.39 ENVIRONMENT: TEMPERATURE: 320E TO 1200E (OOC TO 490C}, UST. AN OPERATIONAL VIDEO ON DVD MEDIA SHALL ALSO BEi. HUNG CEILINGS SHALL BE PIPED WITH 3\4" CONDUIT. ALL DEVICE INCLUDED. 212.257.6190 Fax: 212.994.8091 M/SEC) WITHOUT REQUIRING SPECIFIC DUCT DETECTOR HOUSINGS OR HUMIDITY: 0-93% RH, NON-CONDENSING. PLENUM RATED WIRING SHALL BE MECHANICALLY PROTECTED WITH SUPPLY TUBES. THE PERCENT SMOKE OBSCURATION PER FOOT ALARM O.MANUAL PULL STATION, SIGA-270: PROVIDE INTELLIGENT SINGLE CONDUIT. B.IN ADDITION TO THE ABOVE MANUALS, THE ELECTRICAL CONTRACTOR www.EPENGINEERING.com SET POINT SHALL BE FIELD SELECTABLE TO ANY OF FIVE SENSITIVITY ACTION, SINGLE STAGE FIRE ALARM STATIONS SIGA-270. THE FIRE SHALL PROVIDE THE SERVICES OF THE MANUFACTURER'S TRAINED . :. .. . .... ---_.. � I. ALL AREAS IN PUBLIC VIEW SHALL BE IN METAL V-700 WIREMOLD (OR STRUCTURAL ENGINEER1. SETTINGS RANGING FROM 1.0% TO 3.5%. THE PHOTO DETECTOR ALARM STATION SHALL BE OF METAL CONSTRUCTION WITH AN INTERNAL REPRESENTATIVE FOR TWO (2) SEPARATE CALENDAR DAYS FOR A EQUAL).ALL BOXES MUST BE PAINTED RED AND LABELED FIRE SHALL BE SUITABLE FOR OPERATION IN THE FOLLOWING ENVIRONMENT: TOGGLE SWITCH. PROVIDE A LOCKED TEST FEATURE. , FINISH THE ALARM". PERIOD OF FOUR (4) HOURS PER DAY TO INSTRUCT THE OWNERS' Engineering Firm TEMPERATURE: 320E TO 120OF (OOC TO 490C), HUMIDITY: 0-93% RH, STATION IN RED WITH SILVER PULL IN CASE OF FIRE ENGLISH DESIGNATED PERSONNEL ON THE OPERATION AND MAINTENANCE OF NON-CONDENSING, ELEVATION: NO LIMIT. LETTERING. THE MANUAL STATION SHALL BE SUITABLE FOR MOUNTING J.ALL ADDRESSABLE MODULES SHALL BE MOUNTED WITHIN 36 INCHES THE ENTIRE SYSTEM. Address I. ON NORTH AMERICAN 2 %- (64MM) DEEP 1-GANG BOXES AND 1 %- OF THE MONITORED OR CONTROLLED POINT OF TERMINATION. THIS Phone Fax: 'I E.ADDRESSABLE CARBON MONOXIDE (CO) DETECTOR, EST MODEL SHALL INCLUDE, BUT IS NOT NECESSARILY LIMITED T0, FAN SHUTDOWN, C.AS-BUILT DRAWINGS SHALL CONSIST OF THE FOLLOWING: (38MM) DEEP 4" SQUARE BOXES WITH 1-GANG COVERS. E-mail: SIGA2-COS WITH ,AUDIBLE SOUNDER BASE. PROVIDE INTELLIGENT ELEVATOR RECALL, SHUNT TRIP, SPRINKLER STATUS POINTS, OR DOOR 1. COMPLETE REVISION OF ALL PREVIOUSLY SUBMITTED DRAWINGS ADDRESSABLE CARBON MONOXIDE DETECTOR WITH TEMPORAL 4 P.NOTIFICATION APPLIANCES - GENERAL: ALL APPLIANCES SHALL BE UL RELEASE. LABEL ALL ADDRESSABLE MODULES AS TO THEIR FUNCTION. POINT-TO-POINT M• ""-1'.' °°°°° °°° • :" " '. a..'. ',.,,> -... ,: _ ,,, .,_ ... AUDIBLE BASE. THE CO DETECTION ELEMENT SHALL INDICATE A LISTED FOR FIRE PROTECTIVE SERVICE. ALL STROBE APPLIANCES OR 2. POINT TO POINT DEPICTION OF ALL DEVICE WIRING ON THE DEVICE PROJECT : TROUBLE CONDITION AT THE FACP SIGNALING END OF LIFE AND THE COMBINATION APPLIANCES WITH STROBES SHIALL BE UL 1971 AND ULC KNEW DOOR HOLDERS SHALL DERIVE THEIR 24VAC/VDC POWER FROM A LAYOUT FLOOR PLANS. .. CO ELEMENT OF THE DETECTOR SHALL BE FIELD REPLACEABLE. IT 5526 LISTED. ALL APPLIANCES SHALL BE OF THE SAME SEPARATE POWER SUPPLY HOUSED IN A DEDICATED, METAL 3. ONE (1) SET OF B-SIZE, LAMINATED AS-BUILT DRAWINGS. S O U T H O L D ASC SHALL BE PROGRAMMED AT THE MAIN CONTROL PANEL AS A MANUFACTURER AS THE FIRE ALARM CONTROL PANEL (NO EXCEPTIONS) ENCLOSURE. THE POWER SUPPLY SHALL HAVE A 120VAC FEED, AND IS 4. TWO 2} SETS OF 30"X42"INCH 1 16"=1' SCALE DRAWINGS SUPERVISORY INDICATION AND TRANSMIT A SEPARATE SUPERVISORY SPECIFIED TO INSURE ABSOLUTE COMPATIBILITY BETWEEN THE TO BE CENTRALLY LOCATED TO SERVE DOOR HOLDERS ON A PER SHOWING ALL POINTS OF FIRE ALARM. ONE SET SHALL BEiii :1i. SIGNAL TO THE CENTRAL STATION. THE CO DETECTOR SHALL BE UL APPLIANCES AND THE CONTROL PANELS, AND TO INSURE THAT THE FLOOR OR AREA BASIS. ALL EXISTING DOOR HOLDERS SHALL BE 700 B OI SS EAU AVENUE SUBMITTED WITH THE CLOSE-OUT DOCUMENTS. SECOND SET SHALL : 2075 LISTED. APPLICATION OF THE APPLIANCES ARE DONE IN ACCORDANCE WITH THE CONNECTED TO NEW FACP. E.C. SHALL EXTEND ALL EXISTING WIRING IN BE MOUNTED IN FRAME WITH A LEXAN COVER. THESE DRAWING SOUTHOLD, NY ORDER TO MAKE THIS WORK. LOCATIONS AND QUANTITIES OF DOOR E:. SINGLE MANUFACTURERS INSTRUCTIONS. ANY APPLIANCES THAT DO MUST BE SUBMITTED TO PROJECT ENGINEER OR APPROVAL. F.STANDARD DETECTOR MOUNTING BASES, SIGA-SB SIGA-SB4: HOLDER POWER SUPPLIES SHALL BE REFERENCED AND SUBMITTED IN NOT MEET THE ABOVE REQUIREMENTS, AND ARE SUBMITTED FOR USE PROVIDE STANDARD DETECTOR MOUNTING BASES SIGA-SB SUITABLE THE SUBMISSION PACKAGE FOR APPROVAL BY THE CONSULTING D.TURNOVER OF ALL SOFTWARE DATABASE HARD/SOFT COPIES SHALL BE ��- ' _.:: ":�,.:,. :�::: . ;r":�>:.,::::::::: .� >- . �' :,. _ ::.. MUST SHOW WRITTEN PROOF OF THEIR COMPATIBILITY FOR THE ,, .,,,*,,,,, .--1 7. FOR MOUNTING 014 NORTH AMERICAN 1-GANG, 3%" OR 4" OCTAGON PURPOSE INTENDED. SUCH PROOF SHALL BE IN THE FORM OF ENGINEER. REQUIRED. THIS SHALL INCLUDE ALL POSSIBLE PROGRAMMING DRAWING TITLE BOX AND 4" SQUARE BOX. THE BASE SHALL, CONTAIN NO DOCUMENTATION FROM THE CONTROL PANEL MANUFACTURER CLEARLY L ALL LOW VOLTAGE WIRING TERMINATED TO THE FIRE ALARM SYSTEM SOFTWARE LOGS, DISKETTES OR CDS CONTAINING EXPORTED PROJECT FIRE ALARM ELECTRONICS, SUPPORT ALL SIGNATURE SERIES DETECTOR TYPES AND FILES, HARD COPIES OF ALL DEVICE MAPS, THE REVISION NUMBER OF HAVE THE FOLLOWING MINIMUM REQUIREMENTS: REMOVAL OF THE STATING THAT THE CONTROL EQUIPMENT (AS SUBMITTED) IS 10096 SHALL BE PLENUM RATED WITH NO EXCEPTIONS AND NO LESS THAN THE VERSION OF PROGRAMMING UTILITY USED, AND ALL REQUIRED RESPECTIVE DETECTOR SHALL NOT AFFECT COMMUNICATIONS WITH COMPATIBLE WITH THE SUBMITTED NOTIFICATION APPLIANCES. NO. 18 AWG IN SIZE, AND SOLID COPPER. PASSWORDS. THE TURNOVER OF ALL DATABASE INFORMATION SHALL S P EC I F(CATION S . OTHER DETECTORS, TERMINAL CONNECTIONS SHALL BE MADE ON THE Q.STROBES, G1RF-VM SERIES: PROVIDE EST SERIES G1RF-VM SERIES MALL LINE VOLTAGE (12OVAC) WIRING SHALL BE NO LESS THAN NO. 12 OCCUR PRIOR TO THE END OF THE ONE (1) WARRANTY PERIOD (OR Z OF 2 ROOM SIDE OF THE BASE, BASES THAT MUST BE REMOVED TO GAIN LOW PROFILE WALL MOUNTED STROBES AT THE LOCATIONS SHOWN ON AWG IN SIZE, AND SOLID COPPER. THIS SHALL INCLUDE ALL SYSTEM PERIOD AS AMENDED EARLIER IN THIS SPECIFICATION). J : >; ACCESS TO THE TERMINALS SHALL NOT BE ACCEPTABLE. THE BASE THE DRAWINGS. STROBES SHALL PROVIDE SYNCHRONIZED FLASH GROUNDING. FACP MUST HAVE A DEDICATED 20 AMP CIRCUIT MARKED 1 SHALL BE CAPABLE OF SUPPORTING ONE (1) SIGNATURE SERIES OUTPUTS. STROBE OUTPUT SHALL BE FIELD SELECTABLE AS INDICATED BACK AT THE POWER PANEL NO EXCEPTIONS. " °`"" """` ." M„ „ "� ` SIGA-LED REMOTE ALARM LED INDICATOR. PROVIDE REMOTE LED ALARM ON THE DRAWINGS IN ONE OF THE FOLLOWING INTENSITY LEVELS; N.ALL WIRING SHALL BE COLOR-CODED THROUGHOUT, TO NATIONAL END OF SECTION �; DATE INDICATORS WHERE_ SHOWN ON THE PLANS. 15CD, 30CD, 75CD OR 110CD. LOW PROFILE STROBES SHALL MOUNT ELECTRICAL CODE STANDARDS. G.AUDIBLE DETECTOR MOUNTING BASE, SIGA-AB4GT. WHERE SHOWN ON IN A NORTH AMERICAN 1-GANG BOX OR SURFACE MOUNTED ON A 717117 : THE PROJECT PLANS INCLUDE DETECTOR AUDIBLE SOUNDER BASE MATCHING BACK BOX PROVIDED BY THE MANUFACTURER, AS DIRECTED O.POWER-LIMITED NON-POWER-UMITED NEC WIRING STANDARDS SHALL PROJECT NUMBER I / IN THE FIELD. BE OBSERVED. 2Q17.025 ' MODEL SIGA-AB4GT. THE SOUNDER BASE SHALL BE CAPABLE OF TWO . TONES, TEMPORAL 3 FOR A FIRE CONDITION AND TEMPORAL 4 FOR A R.TEMPORAL HORN STROBES, G1 RF-HDVM SERIES: PROVIDE EST SERIES P.ALL JUNCTION BOX COVERS SHALL BE PAINTED FEDERAL SAFETY RED . I. I. CARBON MONOXIDE CONDITION. THE TONES SHALL BE FULLY G1 RF-HDVM LOW PROFILE WALL MOUNT HORN/STROBES AT THE AND LABELED FIRE ALARM SYSTEM ONLY IN BLACK LETTERS. DRAWN BY PROGRAMMABLE A1ND ALSO SYNCHRONIZE THE SOUND WITH OTHER LOCATIONS SHOWN ON THE DRAWINGS. THE HORN/STROBE SHALL Q.FIRE ALARM SYSTEM WIRING SHALL NOT CO-MINGLE WITH ANY OTHER JV SOUNDER BASES. THE SYSTEM SHALL BE UL2017 LISTED FOR DUAL PROVIDE AN AUDIBLE OUTPUT OF 84.4 DBA AT 10 FT AT THE HIGH SYSTEM WIRING IN THE FACILITY. CONDUITS SHALL NOT BE SHARED SIGNALING FOR TIJIIS PURPOSE. SETTING AND FOR SMALLER ROOM SIZE LOCATIONS (AS INDICATED ON UNDER ANY CIRCUMSTANCE. ONLY WHEN FIRE ALARM WIRING ENTERS ED Ah'O SCALE H.DUCT DETECTOR HOUSING, SIGH-SD: PROVIDE MODEL SIGA-SD LOW THE PLANS) A LOW DB SETTING (FIELD SELECTABLE) OF 79.4 DB AT THE ENCLOSURE OF A MONITORED OR CONTROLLED SYSTEM WILL �� ' AS NOTED PROFILE INTELLIGENT ADDRESSABLE DUCT SMOKE DETECTOR AS 10 FT. WHEN MEASURED IN REVERBERATION ROOM PER UL-464. CO-HABITATION BE PERMITTED I.E. AT FAN STARTERS OR ELEVATOR t I `I fin INDICATED ON THE' PROJECT PLANS. PROVIDE FOR VARIATIONS IN DUCT STROBES SHALL PROVIDE SYNCHRONIZED FLASH OUTPUTS. THE STROBE CONTROLLERS). THIS WILL BE FIELD INSPECTED BY THE PROJECT 0x 0 , °s,a nt n "� DRAWING NUMBER AIR VELOCITY BETWEEN 100 AND 4,000 FEET PER MINUTE AND OUTPUT SHALL BE AS INDICATED ON THE DRAWINGS IN ONE OF THE ENGINEER. .A. Ox ' m INCLUDE A WIDE SENSITIVITY RANGE OF .79 TO 2.46%/FT. FOLLOWING FIELD SELECTABLE INTENSITY LEVELS; 15CD, 30CD, 75CD & N�4� OBSCURATION. INCLUDE ONE FORM-C SHUT DOWN RELAY RATED 2UA u A=80 .0 110CD DEVICES. THE HORN SHALL HAVE A SELECTABLE STEADY OR R.FIRE ALARM CONTROL PANEL ENCLOSURES SHALL HAVE ENGRAVED � ,� AMPS 30 VDC AND I D SYNCHRONIZED TEMPORAL OUTPUT. LOW PROFILE HORN STROBES LABELS INDICATING, "FIRE ALARM SYSTEM", AND THE AREAS OF THE �-� 268 X04 ALSO NCLU E SLAVE HIGH CONTACT RELAYS IF HORN/STROBES SERVED BY THAT PANEL. �OFN REQUIRED. PROVIDE AN AIR EXHAUST TUBE AND AN AIR SAMPLING SHALL MOUNT IN A NORTH AMERICAN 1-GANG BOX OR SURFACE Y :.: SEAL SHEET N0: b OF 6 : ,1,; c... ate., :.. :.::...':::..-.,.....,'K:' .... ..... .: ::. I. . ::.... - , ... ........ ... I. M �. v ..., .....o... :.:<�:::..... .:::Il,. ;"�'t"�'' ...... ;' '.,:!. ............,:...,.:.:r::^:::... ... :. :.it ice' o'er`. :.Y:Fi ...m..o... :...... ... ....'.,i.�`3iE:.. :.ek:°;� ::': '` .:moi. ..ii'"'.':.' ..< GENERAL NOTES ABBREVIA TIONS LEGENDNORTH FORK : 1. ALL MATERIAL INDICATED AND IMPLIED ON THESE DRAWINGS SHALL BE 32. EQUIPMENT, MATERIALS AND WORKMANSHIP FURNISHED UNDER THIS ARCH ARCHITECTURAL HW HOT WATER SYMBOL DESCRIP'iION NEW UNLESS OTHERWISE NOTED. CONTRACT SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION OF THE PROJECT. THE 2. PIPE LOCATIONS ARE DIAGRAMMATIC. ALL PIPING TO BE RUN CONCEALED CONTRACTOR SHALL KEEP THE WORK IN GOOD REPAIR FOR ONE YEAR AFF ABOVE FINISHED FLOOR HWR HOT WATER RETURN CONNECT TO EXISTING IN FINISHED SPACES UNLESS NOTED OTHERWISE. AFTER THE DATE OF FINAL APPROVAL THE CONTRACTOR SWILL, AT HIS S C LLC OWN EXPENSE, CORRECT AND REPAIR PROMPTLY ALL BREAKS, FAILURES BLDG BUILDING IM ICE MACHINE POINT OF DISCONNECT 3. ALL PLUMBING WORK TO MEET BOCA NATIONAL BUILDING AND OR WEAR DUE TO FAULTY MATERIALS, WORKMANSHIP OR EQUIPMENT AND 700 BOISSEAU AVE, SOUTHOLD, NY INTERNATIONAL MECHANICAL AND FUEL GAS CODES, NATIONAL STANDARD ALL SETTLEMENTS OF SURFACE THAT MAY OCCUR DURING THAT PERIOD. BTU BRTISH THERMAL UNIT IN INCH Wim. :... ,. ,: :>::.......: <,.:... :•:: gyN. t. �;: PLUMBING CODE (NEW YORK CITY BUILDING CODE) AND ALL LOCAL RULES CORRECTIONS AND REPAIRS SHALL BE GUARANTEED FOR A PERIOD OF CO, CLEAN OUT AND REGULATIONS. ONE YEAR FROM THE DATE OF COMPLETION OF THE CORRECTION/REPAIR CFH CUBIC FEET PER HOUR LAV LAVATORY AS DESCRIBED PREVIOUS. I CAST IRON MAX MAXIMUM -� 4. UNLESS OTHERWISE NOTED, SLOPE OF DRAINAGE SYSTEM TO BE 1/8" C. � DPCO DECK PLATE CLEAN OUT PER FOOT OF RUN FOR PIPE 3"(2-1/21 AND LARGER; 1/4' PER FOOT 33• USE EXISTING CONNECTIONS AT MAINS WHERE AVAILABLE FOR NEW FOR PIPE 2'(2-1/21 AND SMALLER. BRANCH PIPING. LOCATE ALL RISERS AND PIPING BEFORE CONSTRUCTION CONN. CONNECT MEZZ MEZZANINE COMMENCES AND TAKE CARE NOT TO DAMAGE SAME. ANY DAMAGE 0 -�'C�-- CHECK VALVE 5. SANITARY LINES TO BE HUBLESS CAST IRON PIPE ABOVE GROUND, AND OCCURRING TO THE EXISTING PIPING WILL BE THE SOLE RESPONSIBILITY CO CLEAN OUT MIN MINIMUM S.W. CAST IRON BELOW GRADE. OF THE CONTRACTOR. � -{�F- BALANCING VALVE CW COLD WATER NC/N.I.0 NOT IN THIS CONTRACT 6. LAB WASTE IND VENT LINES ABOVE GROUND TO BE SCHEDULE 40 FIRE 34• LOCATE ALL FIXTURES AS PER FINAL ARCHITECTURAL DRAWINGS AND \ RETARDANT POLYPROPYLENE PLASTIC PIPE WITH SOCKET FUSION WELDED OWNER'S DIRECTION. MAJOR DEVIATIONS FROM THE LOCATIONS SHOWN ON DCV DOUBLE CHECK VALVE NPW NON-POTABLE WATER _ BALL VALVE OR MECHANICAL JOINTS. PIPING BELOW GRADE TO BE SCHEDULE 40 THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ENGINEER. POLYPROPYLENE PLASTIC PIPE WITH SOCKET FUSION JOINTS. SEE DEP DEPT. OF ENVIRONMENTAL PROTECTION NTS NOT TO SCALE fi SPECIFICATIONS FOR DETAILS. 35. ALL PIPING RUN IN CEILING TO BE RUN TIGHT TO STRUCTURE ABOVE UNLESS OTHERWISE NOTED. ALL PIPING RUNS SHALL BE COORDINATED IN -D4- GATE VALVE . DIA DIAMETER OD OVERFLOW ROOF DRAIN 7 CO ER.NES TO BE HUBLESS CAST IRON, GALVANIZED STEEL, FIELD WITH ALL OTHER TRADES PRIOR TO COMMENCING WORK. 36. CONTRACTOR SHALL VERIFY THAT FLOOR CONSTRUCTION WILL ALLOW DN DOWN PSI POUNDS PER SQUARE INCH - s PLUG VALVE s 8. VENT PENETRATIONS THROUGH ROOF TO BE FLASHED. RUNNING OF SANITARY PIPING IN FLOOR AS SHOWN. Z _ DOM DO!VESTIC R RANGE 37. ALL HAND FIXTURES AND FIXTURES REQUIRING VACUUM BREAKERS TO BE � � ACCESS DOOR (COORDINATE FINISH WITH ARCHITECT) 9. WATER LINES TO BE COPPER: TYPE L-INTERIOR, TYPE K-EXTERIOR, TYPE EQUIPPED WITH INTEGRAL VACUUM BREAKERS. FINISH TO MATCH FIXTURE; DPCO DECK PLATE CLEAN OUT RD ROOF DRAIN K-SOFT BELOW FLOOR. COMPRESSED AIR, VACUUM AND NITROGEN PIPE ` V: s av TO BE COPPER TYPE L SEE FIXTURE SCHEDULE PROVIDED BY ARCHITECT. REDUCED PRESSURE ZONE DWG DRAWING RPZ VALVE TEXT/LINEWEIGHT WHICH INDICATES PIPING AND EQUIPMENT TO BE REMOVED ISSUE: 10. Dl70NIZED WATER PIPING TO BE SCHEDULE 80 POLYPROPYLENE. SEE �• ANY PENETRATION THROUGH FIRE RATED PARTITIONS, FLOORS OR CEILINGS, XXXX SPECIFICATIONS FOR DETAILS. SHALL BE STEEL SLEEVED AND SEALED WITH 3M BRAND U.L RATED FIRE DESCRIPTION DATE BY BARRIER CAULK OR APPROVED EQUAL (E) EXSTING SAN SANITARY 11, WATER LINES TO BE INSULATED AS NOTED ON INSULATION SCHEDULE. TEXT/UNEWEIGHT WHICH INDICATES EXISTING PIPING AND EQUIPMENT ISSUED TO DOH 05.03.17 CP 39. THE FOLLOWING SHALL BE PROVIDED WITH SEISMIC RESTRAINTS AS XXXX a' 12. COVER ALL COPPER PIPING BELOW SLAB WITH "ARMAFLEX" TYPE ( ) DCIST EXISTING S.F. SQUARE FOOT ISSUED FOR CONSTRUCTION 05.05.17 CP REQUIRED BY THE INTERNATIONAL BUILDING CODE NEW YORK EDITION), INSULATION. SECTION 1621.3: ALL EQUIPMENT AND MACHINERY, ALL NEW PIPING FAI FRESH AIR INLET SS SERVICE SINK ISSUED FOR ADDENDUM 1 05.19.17 CP f: 2-1/2" AND LARGER (1-1/4" AND LARGER IN BOILER/MECHANICAL XXXX TEXT/LINEWEIGHT WHICH INDICATES NEW EQUIPMENT PLUMBING UPDATES 06.13.17 CP 13, ALL PLUMBING FIXTURES AND EQUIPMENT, EXCEPT BATHTUBS AND ROOMS) WITH HANGERS GREATER THAN 12" IN LENGTH FROM THE TOP OF FD FLOOR DRAIN STK. STACK REVISED PER DOH COMMENTS 07.11.17 CP SHOWERS, TO HAVE SHUT-OFF VALVES. PIPE TO STRUCTURE. SEISMIC USE GROUP I (II, III) AND SEISMIC SITE 14. ALL BRANCH LINES TO HAVE SHUT-OFF VALVES, ALL DISTRIBUTION RISERS CLASS D (C,B) SHAM BE USED FOR SEISMIC DESIGN CRITERIA, AS FL FLOOR ST STORM TEXT/LINEWEIGHT WHICH INDICATES NEW SANITARY/WASTE PIPING ISSUED FOR DOB APPROVAL 03.23.18 A PROVIDED 13Y THE OWNERS REPRESENTATIVE. XXXX SHALL HAVE SHUT-OFF VALVES AT THE BASE/TOP OF RISER. FPHB FREEZE PROOF HOSE BIB TYP. TYPICAL 15. ALL SHUT-01=F VALVES TO BE ACCESSIBLE. PROVIDE ACCESS DOORS 40• THIS CONTRACTOR IS RESPONSIBLE FOR ALL PAINTING ASSOCIATED WITH WHERE NECESSARY. SHUT-OFF VALVES MUST BE PROVIDED FOR EACH CUTTING AND PATCHING. ALL PAINTING IN AREAS WITH COMPLETE FINISH FU FIXTURE UNIT LION UNLESS OTHERWISE NOTED TEXT/UNEWEIGHT WHICH INDICATES NEW UNDERGROUND SANITARY/WASTE RENOVATIONS TO BE BY GENERAL CONTRACTOR. XXXX PIPING 16. VERIFY EXACT LOCATION OF ALL EXISTING UTILITIES IN FIELD. 41. CONTRACTOR IS RESPONSIBLE FOR PATCHING AND REPAIRING OF FLOORS, G GAS V VENT ----_ - WALLS AND CEILINGS DAMAGED AS A RESULT OF THE PLUMBING GAL GALLONS V.T.R. VENT THROUGH ROOF TEXT/LJNEWEIGHT WHICH INDICATES NEW VENT PIPING 17. COORDINATE WORK WITH ALL OTHER TRADES, OWNER AND INSTALLATION TO MATCH EXISTING OR NEW FINISHES AS REQUIRED. :3z XXXX MANUFACTURIIM'S RECOMMENDATIONS. GALV GALVANIZED W WASTE 42. ALL PIPING SHALL BE STENCILED TO IDENTIFY THEIR SERVICE AND 18. IF WATER PRESSURE EXCEEDS 80 LBS., WATER PRESSURE REDUCING DIRECTION OF FLOW. STENCILS SHALL HAVE PRESSURE SENSITIVE GC GENERAL CONTRACTOR WH WATER HEATER W TEXT/LINEWEIGHT WHICH INDICATES NEW STORM PIPING VALVE SHALL. BE INSTALLED IN WATER MAIN AFTER METER. ADHESIVE BACKING. XXXX 19. PROVIDE DIELECTRIC FITTINGS BETWEEN DISSIMILAR MATERIALS. 43. WHEN THE WATER PIPING SYSTEM IS COMPLETE, THOROUGHLY FLUSH ALL GEN. GENERATOR WC WATER CLOSET w DIRT, SEDIMENT, SOLDER, ETC., OUT OF THE SYSTEM, REMOVING ALL TE�fT/LINEWEIGHT WHICH INDICATES NEW UNDERGROUND STORM PIPING 20. LEAD-FREE SOLDER TO BE USED ON DOMESTIC WATER PIPING JOINTS. STRAINERS, VALVE S1T]uI SEATS, ETC., REQUIRED TO ACCOMPLISH THE GPM GALLONS PER MINUTE WT WASHER TRIM .� XXXX FLUSHING. 21. GAS PIPING TO BE STANDARD WEIGHT BLACK STEEL PIPE, SCHEDULE 40. A. REFILL ENTIRE POTABLE HOT AND COLD WATER SUPPLY SYSTEM HB HOSE BIB <: INSTALLATION SHALL BE IN ACCORDANCE WITH THE RULES AND WITH CHLORINE SOLUTION (HTH OLIN CHEMICAL CORP.) ATA TEXT/LINEWEIGHT WHICH INDICATES NEW GAS PIPING REGULATIONS OF THE LOCAL UTILITY COMPANY. GAS SYSTEM SHALL BE STRENGTH TO MEET MINIMUM STANDARDS OF THE DEPARTMENT OF XXXX TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE AUTHORITIES HEALTH, AND FOR A PERIOD OF RETENTION AS STIPULATED. HAVING JURISDICTION. MAXIMUM OPERATING PRESSURE OF GAS SYSTEM .5 PSI. ALL EXTERIOR GAS PIPING SHALL BE PAINTED. B. THOROUGHLY FLUSH PIPING SYSTEM WITH FRESH WATER IMMEDIATELY PRIOR TO FINAL ACCEPTANCE. XXXX TEXT/UNEWEIGHT WHICH INDICATES NEW MEDICAL GAS PIPING 22. PLUMBER IS RESPONSIBLE FOR ALL LOW VOLTAGE WIRING FOR EQUIPMENT 44• REVIEW OF SHOP DRAWINGS BY ENGINEER SHALL BE LIMITED TO ONE INSTALLED UNDER HIS CONTRACT. ELECTRICIAN IS RESPONSIBLE FOR REVIEW, AND A SECOND REVIEW OF ANY REQUIRED RESUBMITTED DATA IF - r POWER WIRING ONLY. ENGINEER IS REQUIRED TO RETURN SHOP DRAWINGS FOR A THIRD (OR TEXT/LINEWEIGHT WHICH INDICATES NEW COLD WATER PIPING ' MORE) SUBMITTAL AND REVIEW, CONTRACTOR IS LIABLE FOR PAYING 23. ANY XXXX €<. DO NOT SCALE PLANS ED INSULATION ON ANY EXISTING PIPING TO BE REUSED WITHIN THE AREA UNDER CONSTRUCTION SHALL BE REPAIRED WITH THE SAME ENGINEER FOR TIME SPENT ON SUBSEQUENT REVIEWS AS PER THE ARCHITECT OF RECORD TYPE OF INSULATION AS EXISTING. (EXCEPT ASBESTOS), ENGINEERS STANDARD HOURLY RATE SCHEDULE. XXXX TEXT/LINEWEIGHT WHICH INDICATES NEW HOT WATER PIPING 24. FILING OF PERMIT FOR PLUMBING WORK FOR THIS SPACE AS WELL AS 45. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL Terjesen Associates, Architects PAYMENT OF ALL APPLICABLE FEES, REQUIREMENTS FOR INSTALLATION, CONNECTION, EXTENSION OR AND PREPARATION OF ALL DRAWINGS 248 West 35th Street 11th Floor New York, NY 10041 REQUIRED FOR FILING PLANS AND PERMITS (WITH NYC DEPARTMENT OF MODIFICATIONS TO ALL UTILITY SERVICES WITH RESPECTIVE PROVIDERS. TEXT/LINEWEIGHT WHICH INDICATES NEW HOT WATER RETURN PIPING -, �()p( 21 .239.1526 Fax: 212,736.7899 BUILDINGS) I.; INCLUDED. COPIES OF ALL EXECUTED PERMITS AND 46. PROVIDE A VENTED GAS PRESSURE REGULATOR ON ALL EQUIPMENT THAT DRAWINGS SHALL BE FORWARDED TO ENGINEER FOR RECORD. REQUIRES LOWER THAN LINE GAS PRESSURE. E-mail: info@terjesenarchitects.com 25. CONTRACTOR'S PRICE SHALL INCLUDE ALL BANGERS, INSERTS, TESTING, 47. INSTALL SLEEVES FOR ALL PIPES WHICH PASS THROUGH WALLS, FLOORS MECHANICAL ENGINEER TOOLS, SUPERVISION, LABOR, COORDINATION, MATERIALS, EQUIPMENT, AND CEILINGS. WHERE PIPES ARE TO BE INSULATED, THE SLEEVE SHAM D R A WING L 1ST y '�p REMOVALS, CAPPING, PATCHING, DISPOSAL, AND OTHER NECESSARY ITEMS BE LARGE ENOUGH M ACCOMMODATE INSULATION, SLEEVES SHALL BE q� TO PROVIDE THE PLUMBING INSTALLATION AS SHOWN ON THE CONTRACT FLUSH WITH FINISHED SURFACES AT BOTH ENDS, ON FINISHED SURFACES EP 110 William Street 32nd Floor New York, NY 10038 DOCUMENTS. IN EXPOSED AREAS PROVIDE ESCUTCHEONS COMPATIBLE WITH FINISH. UNDERGROUND SLEEVES SHALL BE CAULKED AND WATERPROOFED WITH P - 100 . 00 PLUMBING SYMBOLS , NOTES & ABBREVIATIONS 212.257.6190 Fax: 212.994.8091 26. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER LEAD, AND ACCEPT/BLE CONSTRUCTION, INSTALLATION, OR OPERATION OF ANY www.EPENGINEERING.com P - 300 . 00 PLUMBING CONSTRUCTION PLAN - CELLAR ITEM WITHIN 'THE SCOPE OF WORK AS DETERMINED BY THE ENGINEER 48. PROVIDE UNIONS IN ALL PIPING CONNECTIONS TO EQUIPMENT. STRUCTURAL ENGINEER SHALL BE INCLUDED AS IF IT WERE SPECIFIED OR INDICATED ON THE P - 301 . 00 PLUMBING CONSTRUCTION PLAN - GROUND FLOOR - DOMESTIC WATER DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL 49. PROVIDE PIPE ANCHORS, GUIDES, AND EXPANSION JOINTS OR LOOPS IN Engineering Firm MEANS AND METHODS DURING THE EXTENT OF CONSTRUCTION. ALL H.W. AND H.W.C. MAIN SUPPLY PIPING AND SEGMENTS OF SUCH PIPE P - 3 0 2 . 0 0 PLUMBING CONSTRUCTION PLAN - GROUND FLOOR - SANITARY & VENT Address 27. BEFORE SUBIAITTING BID, CONTRACTOR SHALL CONDUCT AN ON-SITE THAT EXCEED 30'-0" IN LENGTH. P -400 . 00 PLUMBING CONSTRUCTION PLAN - MEDICAL GASES Phone Fax: INSPECTION TO VERIFY EXISTING CONDITIONS. ALL WORK SHOWN IS A 50. ALL PIPING INSTALLED ON THE ROOF SHALL BE SUPPORTED BY PILLOW SCHEMATIC REPRESENTATION OF DESIGN INTENT. COORDINATION WITH P - 5 0 0 . 0 0 PLUMBING RISER DIAGRAM E-mail: BLOCK PIPE STANDS AS MANUFACTURED BY MIRO INDUSTRIES OR EXISTING SERVICES, INCLUDING THOSE OF OTHER TRADES, IS REQUIRED APPROVED EQUAL. `'"'"'�: AND SHALL BE PROVIDED AT NO ADDITIONAL COST. ANY MAJOR P - 6 0 0 . 0 0 PLUMBING SCHEDULES PROJECT DISCREPANCIES ARE TO BE REPORTED TO THE ENGINEER PRIOR TO THE 51. SAFETY ASPECTS OF THE WORK ARE EXCLUSIVELY THE RESPONSIBILITY OF �+ ' COMPLETION OF THE BID PERIOD. THE CONTRACTOR. P - 7 0 0 . 0 0 PLUMBING E T A I L S SOUTHOLD A S P - 800 . 00 PLUMBING SPECIFICATIONS 28. CONTRACTOR SHALL VERIFY ALL INDICATED EXISTING CONDITIONS BEFORE 52. All MANNER OF DERRICKS, MACHINERY, SCAFFOLDING, AND TOOLS OF (1 OF 2 ) _ 700 BOISSEAU AVENUE STARTING WORK AND REPORT ANY DISCREPANCIES TO THE ENGINEER. THE EVERY DESCRIPTION REQUIRED FOR THE PROPER EXECUTION OF THE P - 8 0 1 . 0 0 PLUMBING SPECIFICATIONS 2 OF 2 ) DRAWINGS REFLECT CONDITIONS REASONABLY INTERPRETED FROM THE WORK SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR. THESE ( SOUTHOLD, NY EXISTING VIS113LE CONDITIONS, OR FROM DRAWINGS AND INFORMATION FACILITIES SHAM BE FURNISHED IN ACCORDANCE WITH ALL SAFETY CODES. FURNISHED BY THE OWNER, BUT CANNOT BE GUARANTEED B1' THE CONTRACTOR SHALL REMOVE THEM PROMPTLY FROM THE SITE WHEN THEY ENGINEER. ARE NO LONGER REQUIRED. RIGGING AND HOISTING IS ALSO THE ;; a::*,m.: :vr.eMa<::::::::::...;:::n:.:::. ..........m•. ,.::ear,: 29. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH RESPONSIBILITY OF THE CONTRACTOR, THE CONSTRUCTION CONTRACTOR DRAWING TITLE FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PLUMBING REQUIREMENTS OF ARCHITECT, ENGINEER, OWNER, CONSTRUCTION PROFESSIONAL FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN MANAGER, BUILDING MANAGEMENT, NEIGHBORHOOD ASSOCIATION, AND/OR CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. SYMBOLS, NOTES AUTHORITY WkVING JURISDICTION. 53. RECORD AS-BUILT DRAWINGS SHALL BE SUPPLIED AFTER COMPLETION OF & ABBREVIATIONS 30. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNION AND EQUAL THE WORK SHOWING ANY ALTERATIONS, ADDITIONS AND/OR DELETIONS TO . OPPORTUNITY STANDARDS OR REQUIREMENTS WHERE APPLICABLE. THE SYSTEM INSTALLED. 31. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL DATE EXISTING AND NEW CONDITIONS AND MATERIALS WITHIN THE PROPOSED 7110117 CONSTRUCTION AREA. ANY DAMAGE CAUSED BY, OR DURING THE EXECUTION 011 THIS WORK IS THE RESPONSIBILITY OF THE CONTRACTOR PROJECT NUMBER AND SHALL BE REPAIRED TO THE ENGINEER'S SATISFACTION AT THE 2017.025 CONTRACTOR'S EXPENSE. DRAWN BY JD r to ARS SCALE a AS NOTED 7 u DRAWING NUMBER o'rn v =1 00M00 OF N� .,. L. Y ..:......... .. ". SEAL SHEET N0: 1 OF 10 ,. .. N�, .. '• uro :a..,. .�. " ,�.'...... ::;.,:;..: ..;.�;,, ;;.,.�,: '....:",ii::::::i€i::::::,,:;�:'. ......... .:c:�€ .;�.e. .. `"::..„yam, ...y,�sa.m:,:'�"'',`.a�:"s:i PLAN NOTES 3 1j"BURIED GAS .. NORTH FORK � 1. ALL PIPE SIZING SHOWN FOR REFERENCE ONLY. REFER TO PLUMBING RISER 17� GAS UP 7¢" BURIED GAS DIAGRAMS ON SHEET P-500 FOR ADDITIONAL INFORMATION. ,..... BURIED GAS 11�' GAS UP ;. ,;; •,�, ,. 2 GAS UP S C LLC, i OF 13t.I 11Dir,10 A, , ..:............ :...::....:. 700 BOISSEAU AVE, SOUTHOLD, N ... ......... b.. v ..,. ....:.. ...: ..:::.... :..... ...a. 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NON x 2 —POTAB NONPOTABLE WATER RPZ ISSUED TO DOH 05.03.17 , CP I WATER- TO HUMIDIFIERS ISSUED FOR CONSTRUCTIONO5_ CP 2" NPW UP 1 ' ISSUED FOR ADDENDUM 1 05.19.17 CP ' 4 -Y4" HWR UP PLUMBING UPDATES 06.13.17 CP w 2ft HW UP " DB ' 2 CW UP REVISED PER DOH COMMENTS 07.11.17 CP C- 1 2 ISSUED FOR DOB APPROVAL 03.23.18 CP - 2 NEW DCDA BACKFLOW - FIRE PREVENTION PREVENTION DEVICE v.. M. NEW RPZ;BACKFl.�VV::F..:.,,.':, PREVENTION DEVICE 5 NEW 2" DOMESTIC EXISTING 4" FIRE WATER SERVICE SERVICE TO REMAIN. L UMBING CONS TR UC TION PL A N - CEL L A R - D OMES TIC WA TER EFSCALE: 3/16"=1'-0" DO NOT SCALE PLANS a' A., ARCHITECT OF RECORD <„s '� � Architects : WK 248 West 35th Street 11 th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 x E-mail: info@terjesenarchitects.com X. 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SC LLC 700 BOISSEAU AVE, SOUTHOLD, NY ..... ....... 16' KEY NOTES CONTRACTOR SHALL PROVIDE ADD-ALTERATE PRICING FOR REPLACEMENT OF EXISTING GAS METER WITH NEW 2* NATIONAL GRID GAS METER AND NEW SERVICE. COORDINATE INSTALLATION WITH NATIONAL GRID. 4 O AC UNITS (BY MECHANICAL CONTRACTOR). COORDINATE EXACT NATURAL GAS POINT OF CONNECTION WITH MECHANICAL CONTRACTOR IN FIELD. Z ISSUE: DESCRIPTION DATE BY ISSUED TO DOH 7.03.117 CP ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP PLUMBING UPDATES 06.13.17 CP ........... REVISED PER DOH COMMENTS 07.11.17 CP 2 2 77 ISSUED FOR DOB APPROVAL 03.23.19 CP 1X' G DN 1V G DN 2" G DN HUMIDIFIER (BY . MECWICAQ ....... .... ,,,..w».,,,»,,.. .......... ...... .................... .............. ..................................... ........... .. ......... _5 7 SK .. . ....... MECHANICAL W HUMIDIFIER BY �7 ) NPW 1 1 . .. ..... ICAL ................. 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Z PiMuMBIN6 CONS TR UC TION PA R TPI A N - CEL L A R O PULSE TRANSDUCER PIPED BACK TO COMBINATION ALARM PANEL. PROVIDE 1 Y+ COPPER TUBING HOMERUN BACK TO COMBINATION MASTER ALARM PANEL. SCALE: 3/16"=1'-0- ISSUE: DESCRIPTION DATE BY ISSUED TO DOH 05.03.17 CP _ ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 P PLUMBING UPDATES 06.13.17 CP I< F REVISED PER DOH COMMENTS 07.11.17 CP , ISSUED FOR DOB APPROVAL 03.23.18 CP 2- VENT UP/DN. TERMINATE W/ 4" VTR VAC LINE DOWN TO VAC PUMP a�e .......... <... ?> ... .... ., .. ....... .... ......_ < :. .. ...r.. ...... .. � ... .. .,. ,. a KK:,... 4 , L I w :. .: 4.02 "02 -02 x'02 -Y"02 3'4"02 �4"02 "02 4"02 ;:....: 02-- � �'4"VAC '%"VAC X"VAC -"VAC X"VAC Y4"VAC "VAC )"VAC Y"VAC "VAC 1 AC 4 ' k. 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VENUE AU A e S OUTHOLD, NY DRAWING TITLE PLUMBING MEDICAL GAS , — GROUND FLOOR DATE ... , 6114117 PROJECT NUMBER .............. ................................................. .. ... ............................................................. .............. .. . ............................ = 2017.025 DRAWN BY JD EC ARCy, SCALE -a AS NOTED tY U DRAWING NUMBER L UMBING CONS TR UC TION PL A N - 6R O UND R O OR rt m 1 SCALE: 3/16"=1'-0" s02618 y0Q kP=400mOO o�N� SEAL SHEET N0: 5 OF 10 . ...... .... .. 4' VTR 4" VTR 4' VTR 4" ROOF VTR ATTIC . NORTH FORK �, �2" 1 2" 20 r-2' .................... ...... ---------- 2w ---------------- ----------- ------ ...... r----------- ------- ------- --------m-------i r----------------i------ r B S`--T--------r-- + ————————r—————— r--------I ------- _2N _J�D S C LLC I avA SK SK\j EW 11 / SK \ /SK2\ SK SK SK SK /—SK4\ I/SK3\ SKS av 1 IrSK I WC i N i WC WC WC CS 700 BOISSEAU AVE, SOUTHOLD, NY 1 \114 \L-2 J6 \��l \Q \L-1 2 1 1 _j 1 \113 _SH 1-3 1-1 __9/ DF 1-4 1-2 Ss /SS 1 ST FLOOR ................ ........... ....... r.__j 3v T4* PUMP DISCHARGE ry v A X 11, A t3 L3- L4- L4- L4- L4' ------------------ ----------------—---------------------- ---------------------------------- --------------------- ______________________—___i -------------t2 CELLAR SP\ L UMBIN6 RISER DIA GRA M SA NI TAR Y & VENT r3- 3N z SCALE: NTS ROOF ISSUE: Alm ......... .............. ..... . . ..... 4N. J�440 . . ...... ... . ..... ........... A47 An .. ................. ............. 4 4 'y4 DESCRIPTION DATE BY F1 --- did, N XW 4 1p ISSUED FOR ADDENDUM 1 05.19.17 CID 77 op 0 b ' PLUMBING UPDATES 06.13.17 P �— ISSUED FOR CONSTRUCTION 05 05 17 CP one u r Y4 TT ' REVISED PER DOH CO 07.11.17 CP /SK4\ SK2 /SK3\ / SS SK WC /aAV /OF SK WC WC /SK\ /SK5\ COMMENTS K,5 CS SK SK SS LAV SH \L-3/ \1-8/ EW ISSUED FOR DOB APPROVAL 03.23.18 CP 1-2 4 — 1 \!--V \L--l/' ';��7 \Lfy \t-1/ __1/ \\L__1/ 3 1-2 1 ST FLOOREis 444 /CP 2" 2w 11uN ET 4 SEE NON-POTABLE WATER RISER DIAGRAM 0 THIS SHEET FOR CONTINUATION WH /-WH C-1 C-1 M TP NEW 20 REDUCED PRESSURE ZONE ASSEMBLY DEVICE, ZURN MODEL 375XL PROVIDE 2- AIR 3 CELLAR .................... ............... ............ .......... ................. ... ....... . ........ ............- ........ .............. .......... ........ GAP. FITTING PIPED TO LOCAL FLOOR DRAIN. ...... ............. ..... ........ ............................... ...............- /DB ALL ISOLATION VALVES SHALL BE LOCATED ABOVE CEILINGS BUT ACCESSIBLE PER NEPA L UA491IV6 RISER DIA 6RA M D DMFS TIC WA TER 99 SECTION 5.1.4.11.2. VALVES SHALL MEET ALL REQUIREMENTS OF NEPA 99 SECTION L.E.- NTS 5.1.4.1.6 (TYPICAL FOR ALL ISOLATION VALVE) SCA MAIN LINE HI&LO PRESSURE VENT UP THROUGH ROOF. ALARM SWITCH �TERMINATE W/ 4" VTR lot in ATTIC lY440 IY40 4 ca 0 in in 4" WA—WA—% w—W—ft—Ma—Wma ft—W—W—ft—w it a—an— —0 IN fit 62-8 it r-------------j MIO Mo Mlo MIC MIO MIC MIO uIo MIC MIo Mo Mo Mb M� Mb Mlo ■ . Mn MIo No MIO MIO MID 41-2- VENT as in 3X3 OXYGEN GAS AUTOMATIC SWITCHOVER 40 -Y44 0 412 OR Oil OR at ca CR in T TF_Me W—w—w—w—W MANIFOLD, CHEMETRON MODEL 86-71-2100 DO NOT SCALE PLANS 13/40 MIO— 1 1 — — CONTROL UNIT WITH 86-71-0106 3X3 in in F a a .1 Fi=-*-?- 3/4* HEADER ASSEMBLY. PROVIDE 2' VENT UP F 2T_ a F a a a 'Y44 n . 49 y I THROUGH ROOF. REFER TO MANUF ARCHITECT OF RECORD 4 Y_ N N YP4 so to ACTURER'S _::U 4_ % N 0 pp INSTALLATION INSTRUCTIONS FOR ADDITIONAL 4' 4" 'y4m 4 N-L 0 1% 4 ;y4n 4 — N4 N4 4 4 4 R I INFORMATION PRIOR TO COMMENCING Terjesen Associates, Architects 0L NCING WORK. jo Oj 248 West 35th Street 11th Floor New York, NY 10001 L oin L 0-i 0-i 0j 0j 0-i I 0-i 0-i L 1ST FLOOR Co-j 0—i 9:J 9:J 0—i j &J 9:1 212.239.1526 Fax: 212.736.7899 L _--y—�MAIN LINE HI&LD E-mail: info@terjesenarchitects.com B O.R28 PRESSURE ALARM SWITCHCLASS CLASS B O.R. 27 PRE/POST-OP 12 ENDO 13 MED GAS SIX (6) OXYGEN TANKS. THREE (3) PRIMARY AND THREE (3) SECONDARY. PULSE TRANSDUCER PIPED BACK TO PULSE TRANSDUCER PIPED BACK TO PULSE TRANSDUCER PIPED BACK TO PULSE TRANSDUCER PIPED BACK TO MECHANICAL ENGINEER REFER TO MANUFACTURER'S COMBINATION ALARM PANEL. PROVIDE COMBINATION ALARM PANEL PROVIDE COMBINATION ALARM PANEL. PROVIDE COMBINATION ALARM PANEL. PROVIDE r------- INSTALLATION GUIDE FOR ADDITIONAL X4- COPPER TUBING, HOMERUN BACK TO Y4" COPPER TUBING HOMERUN BACK TO V4* COPPER TUBING HOMERUN BACK TO Y4* COPPER TUBING HOMERUN BACK TO INFORMATION PRIOR TO INSTALLATION. Ep Ersumn COMBINATION MASTER ALARM PANEL COMBINATION MASTER ALARM PANEL. COMBINATION MASTER ALARM PANEL COMBINATION MASTER ALARM PANEL -------i'��REFER TO PLUMBING VENT 1:1 110 William Street 32nd Floor New York, NY 10038 PLAN P-301 FOR ZONE VALVE BOX, CHEMETRON MODEL ZONE VALVE BOX, CHEMETRON MODE ZONE VALVE BOX, CHEMETRON MODEL ZONE VALVE BOX, CHEMETRON MODEL ZONE VALVE BOX, CHEMETRON 212.257.6190 Fax: 212.994.8091 ROUTING. 77-82-0034, FOR CLASS B O.R. 28 77-82-0034, FOR CLASS B O.R. 27 77-82-0044, FOR PRE/POST-OP 12 77-82-0033, FOR ENDO 13 MODEL 77-81-0002, FOR GROSS DECON www.EPENGINEERI NG.com . ............ .................... .............. ................... CELLAR STRUCTURAL ENGINEER VACUUM PUMP, CHEMETRON MODEL Engineering Firm DLV030-80T, 3HP, 17 SCFMEKEEPING VACUUM - 002Address L UM91AI6 RISfR DIA 6RA M - WDICA L 6A S PROVIDE 4" CONCRETE HOUSPAD WITH NEOPRENE VIBRATION ISOLATORS. Phone Fax: SCALE: NIS E-mail: PROJECT SOUTHOLD ASC ATTIC ATTIC..... ........ KEY NOTES .... . . .....- ..... ........... ............................ .... .. ... ........ . ......... 700 BOISSEAU AVENUE CONNECT TO EXISTING 40 SANITARY MAIN IN CELLAR. COORDINATE EXACT SOUTHOLD, NY in in 1 10-0131 POINT OF CONNECTION LOCATION IN FIELD. NEW 2" WATER SERVICE TO WATER MAIN AT STREET. COORDINATE WATER C1-J En-J SERVICE INSTAUA11ON WITH LOCAL WATER AUTHORITY HAVING JURISDICTION. DRAWING TITLE HUMIDIFIER (BY MECHANICAL) PLUMBING COORDINATE EXACT POINT OF /WH\ ONEW 2" REDUCED PRESSURE ZONE ASSEMBLY DEVICE, ZURN MODEL 375XL. CONNECTION IN FIELD (TYPICAL) 2' 4C PROVIDE 2" AIR GAP FITTING PIPED TO LOCAL FLOOR DRAIN AND 20 RISER DIAGRAM DOMESTIC WATER METER. COORDINATE INSTALLATION WITH APPROVED 1 ST FLOOR 1 ST FLOOR BACKFLOW PREVENTION PLANS PRIOR TO INSTALLATION FOR ADDITIONAL MECHANICAL UNIT MECHANICAL UNIT INFORMATION. NOTE: 1. ALL NON-POTABLE WATER DOWNSTREAM OF RPZ DEVICE (195 CFH) (195 CFH) SHALL BE LABELED IN ACCORDANCE WITH THE NEW YORK NEW 4" DOUBLE CHECK DETECTOR ASSEMBLY DEVICE, ZURN MODEL 350ADA, DATE A A INSTALLED ON EXISTING 40 FIRE SERVICE. COORDINATE INSTALLATION WITH STATE PLUMBING CODE, SECTION 608.8, INCLUDING BUT Lix- L2' L2' APPROVED BACKFLOW PREVENTION PLANS PRIOR TO INSTALLATION FOR 10/11/17 NOT LIMITED TO PURPLE PIPE IDENTIFICATION AND ADDITIONAL INFORMATION. BACKFLOW PREVENTION AND WATER SERVICE SIGNAGE. PROJECT NUMBER PIPING TO BE INSTALLED UNDER PLUMBING CONTRACT. SPRINKLER CONTRACTOR WORK BEGINS AT OUTLET SIDE OF BACKFLOW ASSEMBLY 2017.025 NEW 2" REDUCED PRESSURE ZONE ASSEMBLY /WH\ OUTLET CONTROL VALVE. DEVICE, ZURN MODEL 375XL PROVIDE 2" AIR DRAWN BY CELLAR GAP FITTING PIPED TO LOCAL FLOOR DRAIN. CELLAR 0 NEW 2" GAS SERVICE TO MAIN IN STREET. COORDINATE GAS SERVICE AND ........ JD ....... .......... ..... .. ...... ........................... METER WITH NATIONAL GRID PRIOR TO INSTALLATION. WATER HEATER WATER HEATER Ap SCALE (199 CFH) (199 CFH) V AS NOTED ONEW 2" NATIONAL GRID GAS METER 411 DRAWING NUMBER C) M p op P7UMT6176 RlSf R DIA 6RA M N01V- 0 TA 9L I WA TrR L UM91#6 RI ER DIA RA M - NA TURA L 6A S P =500moo 'Z�OF Mopi 4 1 SCALE: NTS 151 SCALE: NTS 2 ------ -- A 4-1 4-- 1 FID \1L-2/ Lr 12 11 373- 3* -30 -3- _'�-3 4' F4 t3' —3 _j 3■ 3 2 2 4. 21 Mw L I 44dJ X. X T prl 10 SEAL SHEET NO (D OF ... . ....... 40w PIPE AND FITTING SCHEDULE PLUMBING FIXTURE SCHEDULE FIXTURE MINIMUM PLUMBING CONNECTION SIZE �� IrN' ORTH FORK TACE FIXTURE TYPE FIXTURE MANUFACTURER/ MODEL NO. MATERIAL DESCRIPTION PIPE FITTING. ABBREVIATIONS A REMARKS COLD HOT DESCRIPTION SIZE REMARKS SWANI% VENT BOWL. AMERICAN STANDARD AFWALL WATER WATER WATER CLOSET TYPE SCHEDULE TYPE RATING ABB. DESCRIPTION ELON AMERICAN STANDARD ELONGATED BOWL ONLY, GATED FLUSH VALVE TOILET MODEL SOIL, WASTE AND VENT 2257.103. VITREOUS TOP SPUD VALVE. OPEN FRONT LESS COVER. MAXIMUM WATER CONSUMPTION: 1.6 GALLONS PER S C LLC AWWA AMERICAN WATER WORKS ASSOCIATION WC BOTTOM OUTLET ABOVE GROUND ALL CI - NH SV CI SV SEAT. BEMIS MODEL 1955CT CHINA. ELONGATED HEAVY-DUTY, INJECTION MOLDED 4" 2" 2" FLUSH CI CAST IRONVALVE.- DELANY MODEL 402-1.6. COLOR: WHITE SOLID PLASTIC TOILET SEAT. POLISH CHROME PROVIDE WATER HAMMER ARRESTOR ON ALL QUICK 700 BOISSEAU AVE, SOUTHOLD, NY SOIL, WASTE AND VENT CLD( CEMENT-LINED DUCTILE IRON FLUSH VALVE CARRIER: MIFAB MODEL MC-10. PLATED FLUSH VALVE. CLOSING DEVICES. ALL CI - H&S SV Cl Sv BELOW GROUND VITREOUS CHINA CS CARBON STEEL (BLACK IRON PIPE) BASIN: AMERICAN STANDARD M BASIN, REAR OVERFLOW DOMESTIC COLD WATER URRO RECESSED SELF-DRAINING DECK. SENSOR ALL CUS WROUGHT COPPER SOLDER (95/5) UNIVERSAL DESIGN WALL-HUNG LAVATORY COPPER TYPE L CUS STD HARD TEMPERED WITHIN BUILDING DIMJ DUCTILE IRON MECHANICAL JOINT MODEL 0954.000. ACTIVATED, CHROME PLATED BRASS, 4* DOMESTIC HOT WATER H&S HUB AND SPIGOT LAV LAVATORY VALVE: SLAON VALVE OPTIMA SERIES MODEL VITREOUS CENTERSET ELECTRONIC HAND WASHING MAXIMUM WATER CONSUMPTION: .25 GALLONS PER ALL COPPER TYPE L CUS CHINA. COLOR: FAUCET FOR TEMPERED OPERATION. PROVIDE 2" 1-1/2- 1/2- 1/2- CYCLE. PROVIDE SLOAN VALVE OPTIMA ACCESSORIES :; ........... PIPING STD HARD TEMPERED EBF-650 WHITE ES NH NO HUB W/HEAVY DUTY 4-BAND CLAMP STRAINER: SLOAN VALVE MODEL ETF-460-A. 110VAC ADAPTER. COORDINATE POWER MIX-60-A POINT OF USE MIXING VALVE. DOMESTIC HOT WATER CONNECTION WITH ELECTRICAL ENGINEER. STD CARRIER: MIDFAB MODEL MC-41 CONCEALED ALL COPPER TYPE L CUS STD HARD TEMPERED ARM CARRIER RECIRCULATION PIPING . FLOOR MOUNTED CONCEALED ARM LAVATORY SV SERVICE WEIGHT CARRIER. INDIRECT WASTE AND THD THREADED SHOWER HEAD: SYMMONS TEMPTROL MODEL WITH ARCH REFER ALL COPPER TYPE L Cus STD HARD TEMPERED SH TO BE COORDINATED CONDENSATE PIPING WE WELDED ASSEMBLY . C-96-500-830 WITH HAND SPRAY. TO ARCHITECTURAL PLANS FOR ADDITIONAL 3" 1-1/2" 1/20 1/2w MAXIMUM WATER CONSUMPTION: 2.5 GPM AT 80 PSI INFORMATION. DOMESTIC WATER 3" AND LARGER CLDI CLASS 52 DIMJ 250 FORMED #23 GAUGE, 300 SERIES . NICKEL SERVICE PIPING BASIN: DAYTON MODEL D12522 SINK PACKAGE BEARING STAINLESS STEEL, TOP MOUNT BASIN FAUCET. CHICAGO FAUCETS MODEL WITH THREE FAUCET HOLES. DECK MOUNTED SK SINK GAS PIPING, ABOVE 3* AND PROVIDE DIELECTRIC 786-GN1AE3CP CS NPS12 THD 2w 1-1/2- 1/2w 1/20 MAXIMUM WATER CONSUMPTION: 2.2 GALLONS PER GROUND SMALLER STD FITTINGS AS REQUIRED STRAINER: ELKAY MODEL LK335 8" FIXED CES ERS CONCEALED HOT AND MINUTE AT 6OPSI COLD WATERNK FAUCET. TYPE 316 STAINLESS STEEL STRAINER. GAS PIPING, ABOVE 4" AND LARGER CS NPS12 WE PROVIDE DIELECTRIC SURGICAL SCRUB SINK WITH INFRARED z GROUND STD FITTINGS AS REQUIRED MAC MEDICAL MODEL SS-32 W/ INFRARED ACTIVATED FAUCET. COORDINATE 110V POWER SK2 SCRUB SINK CONTROLS. CONNECTION WITH ELECTRICAL CONTRACTOR 20 1-1/2' 1/2" 1/2w MAXIMUM WATER CONSUMPTION: 2.2 GALLONS PER TRAP PRIMER PIPING ALL NO JOINTS ALLOWED BELOW MINUTE AT 60PSI COPPER TYPE L IN FIELD. I SLAB BASIN: JUST MANUFACTURING MODEL STAINLESS STEEL SINK BASIN, MEASURING TWO DLX-2249-A-GR. NOTES# 497x22"x10n DEEP WITH THREE (3) 1-1/2" R ISSUE: SK3 COMPARTMENT FAUCET. CHICAGO FAUCET MODEL 785. MAXIMUM WATER CONSUMPTION: 2.2 GALLONS PER LITE (CISPI) AND BE LISTED BY NSF SINK STRAINER: ELKAY MODEL LK-335 SIDESPRAY: MINUTE AT 60PSI 1. ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE DIAMETER HOLES. 8" SPREAD FAUCET WITH 20 1-1/2' 3/4' 3/4' INTERNATIONAL. KOHLER ACCENT MODEL K-10101 GOOSENECK SPOUT, E3 AERATOR, 4* WRIST DESCRIPTION DATE BY 2. DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY TESTED TO 50PSIG OVER OPERATING PRESSURE WITH A MINIMUM TEST PRESSURE OF 150PSIG. PIPING SHALL HOLD TEST BLADE HANDLES. PRESSURE FOR 2 HOURS. FORMED #23 GAUGE, 300 SERIES- NICKEL ISSUED TO DOH 05.03.17 CID BASIN: DAYTON MODEL D11515 SINK PACKAGE BEARING STAINLESS STEEL, TOP MOUNT ISSUED FOR CONSTRUCTION 05.05.17 FAUCET: CHICAGO FAUCETS MODEL CID 3. ALL SANITARY, WASTE AND VENT PIPING SHALL BE PRESSURE TESTED AT LEAST 10 FEET ABOVE THE HIGHEST POINT OF THE TESTED SYSTEM FOR 2 HOURS WITH NO LEAKAGE. SK4 PANTRY SINK BASIN. DECK MOUNTED 80 FIXED CENTERS 1-1/2- 3/4- 3/4- MAXIMUM WATER CONSUMPTION: 2.2 GALLONS PER 786-GNlAE3CP 2w ISSUED FOR ADDENDUM 1 05.19.17 CID CONCEALED HOT AND COLD WATER SINK MINUTE AT 60PSI STRAINER: ELKAY MODEL D5018A FAUCET. TYPE 304 STAINLESS STEEL PLUMBING UPDATES 06.13.17 STRAINER. CP INSULA TION SCHEDULE FORMED #23 GAUGE, 300 SERIES , NICKEL REVISED PER DOH COMMENTS 07.11.17 CP BASIN: DAYTON MODEL DPC1202010 SINK BEARING STAINLESS STEEL, TOP MOUNT BASIN ISSUED FOR DOB APPROVAL 03.23.18 CP PACKAGE FAUCET: CHICAGO FAUCETS MODEL WITH THREE FAUCET HOLES. DECK MOUNTED SK5 100 DEEP SINK 786-GN1AE3CP 2" 1-1/2" 1/2" 1/2- MAXIMUM WATER CONSUMPTION: 2.2 GALLONS PER PIPE PIPE Bw FIXED CENTERS CONCEALED HOT AND MINUTE AT 60PS1 STRAINER: ELKAY MODEL LK335 SYSTEM TION TYPE INSULATION REMARKS COLD WATER SINK FAUCET. TYPE 316 PIPE INSULA FITTINGS, VALVES, FLANGES SIZE THICKNESS INSULATION TYPE STAINLESS STEEL STRAINER. VITREOUS CHINA, WALL-HUNG, FLUSHING RIM, BOWL AMERICAN STANDARD MODEL 9512.013 CS CLINICAL SINK VALVE: SLOAN VALVE ROYAL FLUISHOMETER BLOW-OUT FLUSHING ACTION BOWL EXPOSED in MOLDED, PRE-FORMED MINERAL PROVIDE WATER HAMMER ARRESTOR ON ALL QUICK DOMESTIC COLD WATER ALL MINERAL FIBER, ASI, SSL MODEL 117-H. SERVICE SINK FLUSHOMETER FOR USE WITH 40 2w 20 TYPE I FIBER PVC JACKET CARRIER: MIFAB MODEL MC-61 TOP SPUD SERVICE SINK. FLOOR MOUNTED CLOSING DEVICES, SERVICE SINK CARRIER. DOMESTIC HOT WATER 1-1/4*& MINERAL FIBER, ASJ, SSL in MOLDED, PRE-FORMED MINERAL BASIN: FIAT PRCDUCTS TERRAZZO 6" MOP ONE PIECE, PRECAST TERRAZZO BASIN, WITH SMALLER TYPE I FIBER PVC JACKET SS SERVICE SINK SERVICE BASIN SB2424. STAINLESS STEEL STRAINER. EXPOSED YOKE, FAUCET. AMERICAN STANDARD MODEL 8345.101 WALL-MOUNT UTILITY FAUCET, BOTTOM FORK 3" 1-1/2- 1/2- 1/2- 1-1/2-& MOLDED, PRE-FORMED MINERAL BRACE, 60 SPOUT WITH PLAIN END. DOMESTIC HOT 'WATER MINERAL FIBER, ASJ, SSL 1-1/2- TYPE I LARGER FIBER PVC JACKET HEAVY DUTY WITH CAST IRON BODY, BOTTOM OUTLET, B" DIAMETER CAST IRON TOP, TRAP DOMESTIC HOT 'WATER 1-1/4*& in MOLDED, PRE-FORMED MINERAL FD FLOOR DRAIN ZURN Z-450B SERIES OR APPROVED EQUAL PRIMER CONNECTION, SEEPAGE PAN AND MINERAL FIBER. ASI, SSL CAST IRON RECIRCULATION SMALLER TYPE 1 3" 1-1/2n FIBER PVC JACKET COMBINATION MEMBRANE FLASHING CLAMP, 7" INV. TO OUTLET (MAX.) DOMESTIC HOT WATER 1-1/2"& MINERAL FIBER, ASJ, SSL 1-1/2" MOLDED, PRE-FORMED MINERAL SIOUX CHIEF MODEL 696 SERIES OXBOX DOUBLE RECIRCULATION LARGER FIBER PVC JACKET TYPE I OUTLET 13OX WITH DRAIN BOX WITH SAFVN'SOUND FLOOD PROTECTION SYSTEM INCLUDING CONTROL CONDENSATE DIRAINS ALL MINERAL FIBER. ASI, SSL 1/2- MOLDED, PRE-FORMED MINERAL WASHER OUTLET PANEL, TWO MOTORIZED RU VALVES, TWO LEAK RECESSED EQUIPMENT WITH 3/4' SUPPLY FIBER PVC JACKET TYPE I WT SENSORS, ONE WASHING MACHINE PAN AND TWO v: BOXES CONNECTIONS, 2' DRAIN CONNECTION, VALVES & 3x 1-1/2- 1/2- 1/2" ENGINEERED POLYMER HOSES. INTEGRAL WATER HAMMER ARRESTORS. HORIZONTAL STORM in MOLDED. PRE-FORMED MINERAL ALL MINERAL FIBER, ASJ, SSL DRAINS FIBER PVC JACKET TYPE I COORDINATE INSTALLATION LOCATION WITH ARCHITECT. DO NOT SCALE PLANS SANITARY FD TRAP IN in MOLDED, PRE-FORMED MINERAL ALL MINERAL FIBER, ASI, SSL TO BE COORDINATED WITH ARCHITECT. REFER MECH. ROOMS TYPE I INCLUDE 8 FT HORIZONTAL RUN WATER FILTRATION TO BE COORDINATED WITH ARCHITECT. REFER RECORD FIBER PVC JACKET WF TO ARCHITECTURAL PLANS FOR ADDITIONAL SYSTEM TO ARCHITECTURAL PLANS FOR ADDITIONAL :::ORD NOTESw INFORMATION. INFORMATION. Terjesen Associates, Architects 1. FIBERGLASS INSULATION: THERMAL CONDUCTIVITY .22 TO .28 BTU x IN./H x FT x 'F W/ 100*F MEAN TEMP. THICKNESS BASED ON ASHRAE 90.1, 2010, TABLE 6.8.3 TO BE COORDINATED WITH ARCHITECT. REFER 248 West 35th Street 11th Floor New York, NY 10001 SCOPE TO BE COORDINATED WITH ARCHITECT. REFER SID TO ARCHITECTURAL PLANS FOR ADDITIONAL 2. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION PROCESSING UNIT TO ARCHITECTURAL PLANS FOR ADDITIONAL 212.239.15216 Fax: 212.736.7899 INFORMATION. INFORMATION. UNIT REQUIRES 3.2 GPM 0 40 PSI MIN. E-mail: info@terjesenarchitects.com DRINKING DF ELKAY MODEL EHFSA8 SELF-CONTAINED, WALL HUNG, ELECTRICAL FOUNTAIN REFRIGERATED WATER COOLER. 20 1-1/2- 1/2- MECHANICAL ENGINEER EMERGENCY EW BRADLEY MODEL S19224BPT WALL-MOUNT HALO EYEWASH WITH STAINLESS EYEWASH STATION 2- 1-1/2- PROVIDE TEPID WATER EMERGENCY THERMOSTATIC V A L VE SCHEDULE STEEL BOWL 1/2- 1/2- ep MIXING VALVE, NAVIGATOR MODEL S19-200 EFX8 EP ENEMKO SIOUX CHIEF MODEL 695-E ELECTRONIC TRAP PRIMER ASSEMBLY: CONSISTING OF CIRCUIT BREAKER (MINIMUM 2 AMP), SWITCH 110 William Street 32nd Floor New York, NY 10038 PROVIDE WITH CABINET & ACCESS DOOR BASED ON TYPE ABBREVIATIONS TIMER, SOLENOID VALVE, ANTI-SIPHON 212.257.6190 Fax: 212.994.8091 REMARKS TP DESCRIPTION SIZE ELECTRONIC TRAP WALL CONDITIONS. COORDINATE ACCESS PANEL ATMOSPHERIC VACUUM BREAKER, 120V, SINGLE www.EPENGINEERING.com PRIMER FINISH WITH ARCHFECT. PHASE SURFACE OR RECESSED (REFER TO DWGS.) GATE GLOBE CHECK BALL PLUG BALM. ABB. DESCRIPTION COORDINATE NUMBER OF OUTLETS AS REQUIRED (REFER TO PIPE & FITTING SCHEDULE FOR BY QUANTITY OF DRAINS SERVED. MOUNT PER STRUCTURAL ENGINEER BALL VALVE FLANGED - FULL rm BVF PORT, BRONZE MATERIALS) MANUFACTURER'S REQUIREMENTS & Engineering Fi1/2" DOMESTIC COLD 'WATER 2" AND SMALLER GVT GLVT CVT BVT RECOMMENDATIONS. BALL VALVE THREADED - SIOUX CHIEF MODEL 695-01 Address BVT 2-PIECE, FULL PORT, 40OPSI, Phone Fax: BRONZE MECHANICAL TRAP COORDINATE CONNECTION TO NEAREST LAVATORY. MECHANICAL TRAP PRIMER ASSEMBLY (LEAD FREE): CALIBRATED BALANCING VALVE, MTP E-mail: PRIMER MOUNT PER MANUFACTURER'S REQUIREMENTS & DOMESTIC HOT WATER 20 AND SMALLER GVT GLVT CVT BVT CBV --- CBV BRONZE (REFER TO PIPE & FITTING SCHEDULE FOR RECOMMENDATIONS. PROJECT CVF CHECK VALVE FLANGED IBBM MATERIALS) CHECK VALVE THREADED CVT SOUTHOLD ASC DOMESTIC COLD WATER 2-1/2' AND LARGER GVF CVF BRONZE GVF GATE VALVE FLANGED IBBM GATE VALVE THREADED THERM05TA TIC MIXING V A L VE SCHEDULE GVT BRONZE 700 BOISSEAU AVENUE DOMESTIC HOT WATER 2-1/2* AND LARGER GVF CVF CBV --- MINIMUM FLOW SOUTHOLD, NY BE VALVE THREADED EQUIPMENT PRESSURE DROP/ MINIMUM FLOW INLET OUTLET MANUFACTURER GLVT EQUIPMENT TAG RATE (GPM)* 0 IBRONZE SERVED FLOW RATE RATE (GPM) TEMPERATURE CF) TEMPERATURE CF) REMARKS SEE NOTE 1 BACKFLOW PREVENTER 20 AND SMALLER BVT WH/1-1 MODEL NO. TMV/1-1 5 PSI/26 GPM .5 1.5 BRADLEY DRAWING TITLE FIRE PUMP ROOM PIPING 2-1/2- AND LARGER] GVF WH/1-2 140 110 S59-3080 NOTES* PLUMBING 1. MINIMUM FLOW RATE WHEN VALVE IS INSTALLED AT OR NEAR HOT WATER SOURCE WITH RECIRCULATED TEMPERED WATER AND CONTINUOUSLY OPERATING CIRCULATING PUMP. SCHEDULES F PUMP SCHEDULE 2. ALL MIXING VALVES SHALL BE LEAD FREE. DATE EQUIPMENT HEAD ELECTRICAL MANUFACTURER LXATION SERVICE PUMP TYPE FLUID GPM DOMESTIC WATER HEA TER/BOILER SCHEDULE 10/11/17 TAG (FT) REMARKS HP VOLTAGE PHASE RPM MODEL NO. HOT WATER PROJECT NUMBER CP/1-1 DOMESTIC INLINE WATER 5 12 1/8 TACO HEATER 115 1 3250 EQUIPMENT STORAGE TEMPERAIURE GIAS OIL INDIRECT ELECTRICAL MANUFACTURER OPERATING 2017.025 0012-SF3 RECOVERY PROVIDE WELL-X-TROL TAG (GAL-) RISE C9 GAS MBH MBH HEATING BOILER EFFICIENCY WEIGHT REMARKS SYNCROFLO DRAWN BY DB/C-1 CELLAR DOMESTIC DUPLEX WATER 60(EA.) 90 GPH VOLTS 3(EA.) 208 3 3450 60D32-125-IHL39-CAF MODEL WX-401C, 18 PRESSURE INPUT INPUT MBH PHASE kW MODEL NO. (LOS.) GALLON CUSHION TANK. WH/1_1 JD LITTLE GIANT DUPLEX ALDERON WH/1-2 WAR 1DUPLEX WATER HEATERS SIZED AT 75% SCALE L 9 1/3(EA.) 115 62001 O-WS30M CONTROL PANEL 2006 SNA201-100 1406 TOTAL BUILDING LOAD. DA 9-6 7. Sp/C-1 CELLAR WASTE DUPLEX WASTE 50(EA.) 3450 90 233 100 1 4u 199 LOCHI ------------ NOS: AS NOTED 1. 15 YEAR TANK AND HEAT EXCHANGER WARRANTY. DRAWING NUMBER rn 1. HOT WATER CIRCULATION PUMPS INSTALLED WITH FACTORY PROVIDED AQUASTAT SET TO RECIRCULATE HOT WATER AT 95*117. 2. PROVIDE THERMOSTATIC MIXING VALVE TWV11-1 FOR EACH WATER HEATER 0 68 I!G!Z'P 2. HOT WATER CIRCULATION PUMPS SHALL BE LISTED FOR USE IN DOMESTIC WATER SYSTEMS AND SHALL BE LEAD FREE. 3. PROVIDE AIR BLEED VALVE FOR EACH WATER HEATER 0 N P =600w00 3. DOMESTIC BOOSTER PUMP SHALL BE SKID MOUNTED WITH DUPLEX CONTROL PANEL AND CUSHION TANK. 4. PROVIDE 20 GALLON THERMAL EXPANSION TANK ETf1-11, AMTROL MODEL WX-202. SEAL SHEET NO 7 OF 10 ... ..... ..,....., z .:.... :,:<::::: ;;. , :.,. :::.:::: ......... s ...... .F.£'.. �.;k. aa ...w... .................... .::s:::f":k:" ..mss.. ... :. .. via. fix. OPTIONAL FUNNEL SECURE TO GRATE .. NORTH FORKI » » REMOVABLE STRAINER ......... ......... .. .......... ...... _.._ r 1-1/2 x1-1/2 x1/4 ANGLE FOR NOT MORE I MOUNTING HOLE 4 11 THAN (4) 2PIPES I PLACES TYP. 2-x2-x5/16- ANGLE FOR ADJUSTABLE HOUSING ' SC LLC STEEL ROD. SEE ALL OTHERS. TEMPERED 1/4" TUBE SPEC FOR SIZE I WATER SUPPLY COMPRESSION PRESSURE RELIEF VALVE, is 700 BOISSEAU AVE, SOUTHOLD, NY FINISHED FLOOR INSTALL AND PIPE IN OUTLET TO PIPE VENT TO 2" BELOW PIPE CLAMP WITH MANUFACTURER'S ACCORDANCE SYSTEM ROOM HVAC EXHAUST C/RRIER PIPE 1 VALVE REQUIREMENTS AND RECOMMENDATIONS OUTLET VALVE j INSULATION. SEEr— SPECIFICATIONS. COLLAR UNION i;1YP H.: INSULATION SADDLE ANGLE STEEL p PRESSURE REGULATOR MULTIPLE PIPES UP TO 4" ( THERMOSTATIC \ I THERMOMETER MIXING VALVE PANEL IS 3/16" THICK STEEL ROD 3/8" - 2" PIPE ALUMINUM, FINISH IS " " _ " UNION (TYP) CLEAR ANODIZED 1/2 0 - 2-1/2 4 PIPE I COMPACT PURGE 5/8-0 - 5 PIPE dt LARGER 36 DUAL BRAIDED ICHECK VALVE FLEX HOSE CHECK VALVE VALVE HOT WATER CARRIER PIPE O O I SUPPLY COLD WATER SUPPLY �. z INSULATION. SEE SPECIFICATIONS. -_ - -� � - 'RETURN FROM HOT CYUNDAR ISOLATION 1. STRAP CYLINDERS TO TWO CHANNELS i CLEVIS HANGERS VALVES I -RETURN SECURELY BOLTED TO WALL STRUCTURE. a SHIELD BALL VALVE RECIRCULATION PIPING ISSUE: CONCRETE FLOOR CHECK VALVE BALL VALVE SINGLE PIPES (TYPICAL FOR DESCRIPTION DATE BY EACH PUMP) ISSUED TO DOH 05.03.17 CP ISSUED FOR CONSTRUCTION 05.05.17 CP PIPE HA NGER & SUPPOR T Df TA IL S FL 0 OR DRA IN Df TA IL MA S TER THERMOS TA TIC MIXING' VA L VE T YPI CA L GA S C YL INDER MA NIFOL D ISSUED FOR ADDENDUM 1 05.19.17 CP Lij SCALE: NTS 2 SCALE: NTS L3J SCALE: NTS 4 SCALE: NTS PLUMBING UPDATES 06.13.17 CP REVISED PER DOH COMMENTS 07.11.17 CP ISSUED FOR DOB APPROVAL 03.23.18 CP I ' CHECK VALVE ISOLATION VALVE ISOLATION VALVE I i DOMESTIC (NORMALLY (NORMALLY i \4 WATER SUPPLY CLOSED) CLOSED) ; i SET SLEEVE IN WALL - - AND ANCHOR DURING DOMESTIC_WATE 0-_ DOMESTIC WATER BYPASS _ DOMESTIC WALL CONSTRUCTION ESCUTCHEON PLATES (BOTH WATER MAIN ` SIDES WHERE EXPOSED) _ _ _ TO BUILDING ;, 17 77 77 7J 77 77 7_7 INSULATION �- DOMESTIC WATER SUPPLY �- TO BUILDING 77 T - - - - - - _ CENTER PIPE IN I ISOLATION VALVE ISOLATION VALVE ISOLATION VALVE SLEEVE I (NORMALLY OPEN) (NORMALLY OPEN) (NORMALLY OPEN) --------------- ------------�---- I INVERT ELEVATION CHECK VALVE K AS SHOWN ON PLANSXX XX ` r. DB C-1 g` DUPLEX BOOSTER PIPE 8 PUMP PACKAGE I FIRE STOPPING AS REQUIRED. � DO NOT SCALE PLANS I I --- REFER TO SPECIFICATIONS FOR ' PACK WITH FIBERGLASS ADDITIONAL INFORMATION. �� ' " AND SEAL BOTH SIDES Z o' ARCHITECT OF RECORD PIPE SLEEVE HOUSEKEEPING PVC OR HOT DIPPED GALVANIZED STANDARD WEIGHT STEEL PIPE PAD erjesen Associates, Architects POURED IN PLACE I WALL FINISH FLOOR 248 West 35th Street 11th Floor New York, NY 10001 SIZE .AS SHOWN ON PLANS ?' 212.239.1526 Fax: 212.736.7899 E-mail: info@terjesenarchitects.com 1. CONTRACTOR TO COORDINATE ALL WALL PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION TO DETERMINE FIRE STOPPING REQUIREMENTS. MECHANICAL ENGINEER SLEEVE THR U CONCRE TE FO LINDA TION UI/A L L SF Ep mss rs�� PIPE SL EE VE THR U IN TERIOR WA L L Df IL D OMES TIC D UPL EX BD OS TER PUMP 110 William Street 32nd Floor New York, NY 10038 5 SCALE: NTS s SCALE: NTS Li SCALE: NTS 212.257.6190 Fax: 212.994.8091 www,EPENGINEERI NG.com STRUCTURAL ENGINEER Engineering Firm Address Phone Fax: �-- cw - - - - - - - - ---- - - - CW -�-�-- - E-mail: -------�—Hw : Inc �� is .... :: ^'. .::y:rb .aeo- :. :'r::•':'tl:::::":::rsq:.u»ang».,...,nx 4Y,'^':.. '�Sm:r.... PROJECT SOUTHOLD ASC I ( WIRING FLUE BY HVAC FLUE BY HVAC TO J-BOX 700 BOISSEAU AVENUE r SOUTHOLD, NY AQUASTAT i I ASMEP & T ASMEP & T RELIEF VALVE �—RELIEF VALVE I STRAINER I RELIEF LINE DOMESTIC HW t DRAWING TITLE 14D'Flfi►--- TO FLOOR DRAIN RECIRC. PUMP I PLUMBING y RELIEF LINE 1 D ETAI LS .. TO FLOOR I O I GAS-FIRED DRAIN ,GAS-FIRED THERMAL b(AIEB WATER I HEATER BIER ; EXPANSION ' TANK ` THERMOSTATIC MIXING L.�--- --- -----+- --- --- --- fnMc I VALVE ASSEMBLYilia GAS INLEr I GAS INLET I DATE CW --�- - - 515117 DIRT LEG DIRT LEG FINISHED SLAB/FLOOR PROJECT NUMBER CONCRETE—� DRAIN VALVE —DRAIN VALVE 2017.025 HOUSEKEEPING PAD CONCRETE DRAWN BY HOUSEKEEPING PAD JD D ARCy� SCALE GA S-FIRED WA TER HEA TER DETAIL AS NOTED 7 SCALE. NTS cx U m DRAWING NUMBER 0263 yp4� ■ i. OF N� <r O 'm -•�..� SEAL SHEETNO: 8 OF 1(' ...... .. ..: '.:::: .:: .:..... ::iii:. .. ...::......:. ..... : .. ,> .: .. .. ....... ., ... .r....:. .. ..,.... Xdm. .wA.. ... ..........._ ... ... ..... .. PLUMBING SPECIFICATIONS: SENEE3AL BACKWATER VALVE - JAY R SMITH MODEL 7022S RETESTING. mORTH FORK :- THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AS NECESSARY TO PROVIDE A COMPLETE INSTALLATION AS BUILT DRAWINGS BACKWATER VALVE WITH MANUAL SHUT OFF JAY R SMITH MODEL 71508S INSPECT EACH INSTALLED UNIT FOR DAMAGE TO FINISH. IF DAMAGED, RESTORE AND MATCH FINISH TO ORIGINAL AT SITE INCLUDING COORDINATION, SYSTEM CHECK OUT AND START UP ON EACH ITEM AND SYSTEM. PROVIDE A COMPLETE SET OF AS-BUILT DRAWINGS REFLECTING AS INSTALLED CONDITIONS TO BOTH THE BUILDING PIPE SLEEVES AND SEALS TO THE SATISFACTION OF THE ARCHITECT/ENGINEER; OTHERWISE REMOVE FIXTURE AND REPLACE WITH NEW UNIT. LANDLORD AND EP ENGINEERING. AS-BUILT DRAWINGS SHALL INDICATE ALL INSTALLED CONDITIONS OF SYSTEMS WITHIN ........... .. ........... THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS AND PLANS, OF THE THIS DISCIPLINE. DRAWINGS SHALL BE OF SIMILAR SCALE AS THE CONSTRUCTION DOCUMENTS AND INCLUDE DETAILS AS REMOVE CRACKED OR DENTED UNITS AND REPLACE WITH NEW UNITS. EXACT DIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR NECESSARY TO CLEARLY REFLECT THE INSTALLED CONDITION. DRAWINGS SHALL BE BOUND IN A COMPLETE AND MASONRY WALLS AND SLABS: SCHEDULE 40 GALVANIZED STEEL PIPE WITH INTEGRAL WATER STOP. PIPES ARE TO BE PLACED AND ARRANGE HIS WORK IN ACCORDANCE WITH THE SCHEDULE OF INTERIOR FINISHES, AS CONSECUTIVE SET. SUPPLEMENTAL SKETCHES AND LOOSE PAPERWORK WILL NOT BE ACCEPTABLE AND WILL BE S C LLC INDICATED ON THE ARCHITECTURAL DRAWINGS. RETURNED FOR REVISION. THE CONTRACTOR SHALL COMPLY WITH THE ENGINEERS COMMENTS TO PRODUCE A CLEAR AND SLEEVE ADAPTERS: COATED CAST IRON, EQUIPPED WITH FLASHING CLAMP. CONCISE SET OF DRAWINGS. DRAWINGS SHALL BE SUBMITTED IN BOTH HARD COPY AND ELECTRONIC. CLEAN PLUMBING FIXTURES, TRIM, AND STRAINERS OF DIRT AND DEBRIS UPON COMPLETION OF INSTALLATION. 700 BOISSEAU AVE, SOUTHOLD, NY x MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN THE MANUFACTURER OF FIXTURES, APPLIANCES, PIPES SET FIXTURES LEVEL AND UNIFORMLY, WITH CONNECTIONS AT RIGHT ANGLES TO WALL AN ° °° <::x°:,:.:. .. <°: !x::,:,,,....: „w ,!:.: ,,.: ,;��m...... �:....: AND PIPE FITTINGS OF TYPES AND SIZES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR PROVIDE OAS-BUILT DRAWINGS' INDICATING IN A NEAT AND ACCURATE MANNER A COMPLETE RECORD OF ALL REVISIONS CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH PARTITIONS, SLABS AND/OR CEILINGS WITH A U.L APPROVED D PROPERLY CENTERED. LAY / OUT ROUGHING ACCURATELY AND IN COORDINATION WITH SPACE AND FINISH REQUIREMENTS. IF FIELD CUT-OUTS AND SERVICE FOR NOT LESS THAN 5 YEARS. OF THE ORIGINAL DESIGN OF THE WORK. INDICATE THE FOLLOWING INSTALLED CONDITIONS: FIRE/SMOKE STOP TO MAINTAIN THE INTEGRITY OF THE RESPECTIVE RATING INCLUDING SMOKE TIGHT PARTITIONS. HOLES ARE REQUIRED USE PROPER CUTTING AND DRILLING TOOLS TO MAINTAIN INTEGRITY OF FINISHED SURFACE. MATERIAL QUALIFICATIONS: SHALL CONFORM TO ALL LOCAL, STATE, AND NATIONAL/FEDERAL CODES AND REGULA11ONS INCLUDE ALL CHANGES AND AN ACCURATE RECORD, ON REPRODUCTIONS OF THE CONTRACT DRAWINGS OR APPROPRIATE PLUMBING FIXTURES PROVIDE CUT-OUT TEMPLATES FOR COUNTERTOP INSERT OR UNDERMOUNT ITEMS. > WHICH MAY APPLY MID NOTHING IN THESE SPECIFICATIONS SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH SHOP DRAWINGS, OF ALL DEVIATIONS, BETWEEN THE WORK SHOWN AND WORK INSTALLED. LOCATE WASTE OUTLETS AND WATER SUPPLIES AT CONSTANT HORIZONTAL LEVELS, WITH WASTE OUTLET CENTERED ON CODES OR REGULATIONS. FIXTURES: NEW, COMPLETE WITH TRIMMINGS AND FITTINGS, INCLUDING FAUCETS, CARRIERS, SUPPLIES, STOPS, TRAPS, FIXTURE DRAIN CONNECTION AND WATER SUPPLIES SPACED EQUALLY TO RIGHT AND LEFT. J MAINS AND BRANCHES OF PIPING SYSTEMS, WITH VALVES AND CONTROL DEVICES LOCATED AND NUMBERED, CONCEALED TAILPIECES, WASTE PLUGS, CASINGS, HANGERS, PLATES, BRACKETS, ANCHORS, SUPPORTS, HARDWARE AND FASTENING F.. WELDING: QUALIFY WELDING PROCEDURES, WELDERS, AND OPERATORS IN ACCORDANCE WITH ASME B31.1, OR ASME UNIONS LOCATED, AND WITH ITEMS REQUIRING MAINTENANCE LOCATED (I.E., TRAPS, STRAINERS, EXPANSION DEVICES. PENETRATIONS THROUGH FIRE SEPARATIONS 831.9, AS APPLICABU:. CERTIFY WELDING OF PIPING WORK USING STANDARD PROCEDURE SPECIFICATIONS BY, AND COMPENSATORS, TANKS, ETC.). VALVE LOCATION DIAGRAMS, COMPLETE WITH VALVE TAG CHART, WELDERS TESTED UNDER SUPERVISION OF, NATIONAL CERTIFIED PIPE WELDING BUREAU (NCPWB). STAINLESS STEEL: TYPE 302, 304, 316, OR 317, AS NOTED, SOUND DEADENED. \ EQUIPMENT LOCATIONS (EXPOSED AND CONCEALED), DIMENSIONED FROM PROMINENT BUILDING LINES. FIRE AND SMOKE SEAL UL LISTED, APPROVED AND TESTED FIRE AND/OR SMOKE SEALING MATERIAL INSTALLED IN ALL BRAZING: CERTIFY BRAZING PROCEDURES, GRAZERS, AND OPERATORS IN ACCORDANCE WITH ASME BOILER AND PRESSURE FIRE AND/OR SMOKE RATED FLOOR AND PARTITIONS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. , VESSEL CODE, SECTION IX, FOR SHOP AND JOB-SITE BRAZING OF PIPING WORK. APPROVED SUBSTITUTIONS, CONTRACT MODIFICATIONS, AND ACTUAL EQUIPMENT AND MATERIALS INSTALLED. TRIMMINGS AND FITTINGS: CONSTRUCT OF FORGED, CAST, ROLLED OR EXTRUDED BRASS OR BRONZE WITH MONEL AND OTHER SUITABLE NCN-CORROSIVE PARTS: DESIGNED WITH EASILY RENEWABLE PARTS THAT ARE SUBJECT TO WEAR OR DISINFECTION OF POTABLE WATER SYSTEM RELATED DOCUMENTS CONTRACT MODIFICATIONS, ACTUAL EQUIPMENT AND MATERIALS INSTALLED. DETERIORATION. NC DIE CASTINGS AND STAMPINGS OTHER THAN BRASS OR STAINLESS STEEL - DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS ANpSUBMIT FOR REVIEW BOUND SETS OF THE REQUIRED DRAWINGS, MANUALS AND OPERATING INSTRUCTIONS. ALL STOPS AND SUPPLIES SHALL BE MANUFACTURED BY BRASSCRAFT MANUFACTURING COMPANY OR APPROVED EQUAL POTABLE WATER SYSTEMS SHALL BE DISINFECTED IN ACCORDANCE WITH STATE AND LOCAL CODES BUT BY NOT LESS THAN ONE OF THE FOLLOWING METHODS BEFORE IT IS PLACED IN OPERATION: DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. PIPE MATERIALS MISCELLANEOUS PLLMBING SPECIALTIES DEFINITIONS THE SYSTEM, OR PART THEREOF, SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF AVAILABLE REFER TO SCHEDULE ON DRAWING. WATER HAMMER ARRESTORS: SHALL BE INSTALLED AT EVERY QUICK CLOSING PLUMBING FIXTURE OR PIECE OF CHLORINE AND ALLOWED TO STAND 24 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. z FINISHED SPACES: SPACES OTHER THAN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, FURRED SPACES, PIPE EQUIPMENT. SHALL BE PISTON-TYPE, SEAMLESS, SIZED AS PER MANUFACTURER'S INSTALLATION REQUIREMENTS. SHALL BE CHASES, UNHEATED SPACES IMMEDIATELY BELOW ROOF, SPACES ABOVE CEILINGS, UNEXCAVATED SPACES, CRAWLSPACES, PIPE LABELS THE SYSTEM, OR PART THEREOF, SHALL BE FILLED WITH A SOLUTION CONTAINING 200 PARTS PER MILLION OF AVAILABLE AND TUNNELS. ABLE TO BE INSTALLED IN ANY ORIENTATION. CHLORINE AND ALLOWED TO STAND 3 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. GENERAL REQUIREMENTS FOR MANUFACTURED PIPE LABELS: PREPRINTED, COLOR-CODED, WITH LETTERING INDICATING EXPOSED, INTERIOR INSTALLATIONS: EXPOSED TO VIEW INDOORS. EXAMPLES INCLUDE FINISHED OCCUPIED SPACES AND SERVICE, AND SHOWING FLOW DIRECTION. MANUFACTURER: SIOUX CHIEF 650 SERIES 1 ISSUE: MECHANICAL EQUIPMENT ROOMS. PRETENSIONED PIPE LABELS: PRECOILED, SEMIRIGID PLASTIC FORMED TO COVER FULL CIRCUMFERENCE OF PIPE AND TO DESCRIPTION DATE BY ATTACH TO PIPE WITHOUT FASTENERS OR ADHESIVE. AIR VENT: BRONZE BODY, STAINLESS STEEL TRIM AND FLOAT, THREADED INLET AND OUTLET; 150 PSI WWP. EXPOSED, EXTERIOR INSTALLATIONS: EXPOSED TO VIEW OUTDOORS OR SUBJECT TO OUTDOOR AMBIENT TEMPERATURES GENERAL' TEST PLUMBING SYSTEMS TO SATISFACTION OF BUILDING OFFICIAL DO NOT CLOSE IN, CONCEAL, OR COVER ISSUED TO DOH 05.03.17 CP AND WEATHER CONDITIONS. EXAMPLES INCLUDE ROOFTOP LOCATIONS. SELF-ADHESIVE PIPE LABELS: PRINTED PLASTIC WITH CONTACT-TYPE PERMANENT-ADHESIVE BACKING. UP ANY PLUMBING WORK UN11L IT HAS BEEN TESTED INSPECTED AND APPROVED. MANUFACTURER: SARCO 13W SERIES. ISSUED FOR CONSTRUCTION 05.05.17 CP CONCEALED, INTERIOR INSTALLATIONS: CONCEALED FROM VIEW AND PROTECTED FROM PHYSICAL CONTACT BY BUILDING PIPE LABEL CONTENTS: INCLUDE IDENTIFICATION OF PIPING SERVICE USING SAME DESIGNATIONS OR ABBREVIATIONS AS FLUSH PIPING, PRIOR TO TESTING, TO REMOVE FOREIGN MATERIALS WHICH MAY HAVE ENTERED DURING COURSE OF ISSUED FOR ADDENDUM 1 05.19.17 CP OCCUPANTS. EXAMPLES INCLUDE ABOVE CEILINGS AND IN CHASES. USED ON DRAWINGS, PIPE SIZE, AND AN ARROW INDICATING FLOW DIRECTION. ACCESS DOORS IN WALLS AND CEILINGS INSTALLATION. FLOW-DIRECTION ARROWS: INTEGRAL WITH PIPING SYSTEM SERVICE LETTERING TO ACCOMMODATE BOTH DIRECTIONS OR PLUMBING UPDATES 06.13.17 CP CONCEALED, EXTERIOR INSTALLATIONS: CONCEALED FROM VIEW AND PROTECTED FROM WEATHER CONDITIONS AND AS SEPARATE UNIT ON EACH PIPE LABEL TO INDICATE FLOW DIRECTION. AT EACH VALVE, CLEANOUT OR PLUMBING DEVICE REQUIRING ACCESS, FURNISH AN ACCESS DOOR. RIGID CONSTRUCTION REPAIR ALL LEAKS, DEFECTS OR DAMAGE REVEALED BY THE RESULTS OF THE TESTING AND RE-TEST THE SYSTEM. REVISED PER DOH COMMENTS 07.11.17 CP PHYSICAL CONTACT IT( BUILDING OCCUPANTS BUT SUBJECT TO OUTDOOR AMBIENT TEMPERATURES. EXAMPLES INCLUDE WITH TWO HINGES AND A LATCH. IN PLENUM CEILINGS, PROVIDE FELT BETWEEN THE DOOR AND FRAME TO MAKE AN AIR INSTALLATIONS WITHIN UNHEATED SHELTERS. TIGHT SEAL ACCESS DOORS SHALL BE FLUSH MOUNTED, PRIME COATED WITH RUST INHIBITIVE PAINT, CONCEALED ISSUED FOR DOB APPROVAL 03.23.18 CP LETTERING SIZE: AT LEAST 1-1/2 INCHES HIGH. FRAME, FLUSH SCREW DRIVER OPERATED LOCKS WITH METAL CAMS AND ANCHORS AS REQUIRED. REFER TO DIVISION 8 DO NOT INSULATE OR CONCEAL PIPING UNTIL THE SYSTEM HAS BEEN TESTED AND THE RESULTS APPROVED. QUALITY ASSURANCE FOR ADDITIONAL REQUIREMENTS. VALVE TAGS PERFORM TESTS IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION. NOTIFY ARCHITECT AND/OR ENGINEER. STEEL SUPPORT WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO AWS D1.1, "STRUCTURAL WELDING ACCESS DOOR SIZES SHALL BE: CODE--STEEL” VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4-INCH LETTERS FOR PIPING SYSTEM ABBREVIATION AND 1/2-INCH r r NUMBERS. 12 X 12 AT EASILY ACCESSIBLE ITEMS. STEEL PIPE WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO ASME BOILER AND PRESSURE VESSEL CODE: 16' X 16" WHERE PARTIAL BODY ACCESS IS REQUIRED. SECTION IX, "WELDING AND BRAZING QUALIFICATIONS." TAG MATERIAL BRASS, 0.032-INCH MINIMUM THICKNESS, AND HAVING PREDRILLED OR STAMPED HOLES FOR ATTACHMENT 24" X 240 WHERE FULL BODY ACCESS IS REQUIRED. HARDWARE. FASTENERS: BRASS WIRE-LINK OR BEADED CHAIN; OR S-HOOK. 01 COMPLY WITH PROVISIONS IN ASME 831 SERIES' 'CODE FOR PRESSURE PIPING." MANUFACTURER: MILCOR TYPE M SERIES, CESCO SERIES. VALVE SCHEDULES: FOR EACH PIPING SYSTEM, ON 8-1/2-BY-1I-INCH BOND PAPER. TABULATE VALVE NUMBER, CERTIFY THAT EACH WELDER HAS PASSED AWS QUALIFICATION TESTS FOR WELDING PROCESSES INVOLVED AND THAT PIPING SYSTEM, SYSTEM ABBREVIATION (AS SHOWN ON VALVE TAG), LOCATION OF VALVE (ROOM OR SPACE), CERTIFICATION IS CURRENT. NORMAL-OPERATING POSITION (OPEN, CLOSED, OR MODULATING), AND VARIATIONS FOR IDENTIFICATION. MARK VALVES EXECUT10N ELECTRICAL CHARACTERISTICS FOR PLUMBING EQUIPMENT: EQUIPMENT OF HIGHER ELECTRICAL CHARACTERISTICS MAY BE FOR EMERGENCY SHUTOFF AND SIMILAR SPECIAL USES. FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING ELECTRICAL SERVICES, VALVE TAG SCHEDULE SHALL BE INCLUDED IN OPERATION AND MAINTENANCE DATA. GENERAL I CIRCUIT BREAKERS, AND CONDUIT SIZES ARE APPROPRIATELY MODIFIED. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES ARE SPECIFIED, EQUIPMENT SHAD- COMPLY WITH REQUIREMENTS. THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS AND PLANS, OF THE PIPE HANGERS. SUPPORTS. SEISMIC RESTRAINT. AND VIBRATION ISOLATION EXACT DIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR DELIVERY. STORAGE, IND HANDLING PIPES ARE TO BE PLACED AND ARRANGE HIS WORK IN ACCORDANCE WITH THE SCHEDULE OF INTERIOR FINISHES, AS . DELIVER PIPES AND TUBES WITH FACTORY-APPLIED END CAPS. MAINTAIN END CAPS THROUGH SHIPPING, STORAGE, AND SEISMIC RESTRAINT: PROVIDE SEISMIC RESTRAINT OF ALL PLUMBING EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH CITY INDICATED ON THE ARCHITECTURAL DRAWINGS. DELIVER HANDLING TO PREVENT PIPE END DAMAGE AND TO PREVENT ENTRANCE OF DIRT, DEBRIS, AND MOISTURE. BUILDING CODE REQUIREMENTS AND ALL TENANT GUIDELINES. SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT INDICATING ALL NECESSARY COMPONENT MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN THE MANUFACTURER OF FIXTURES, APPLIANCES, PIPES STORE PLASTIC PIPES' PROTECTED FROM DIRECT SUNLIGHT. SUPPORT TO PREVENT SAGGING AND BENDING. CUTS, PLAN LOCATIONS AND CALCULATIONS FOR A COMPLETE SYSTEM. REFER TO OTHER DIVISION 15 REQUIREMENTS. AND PIPE FITTINGS OF TYPES AND SIZES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN 5 YEARS. COORDINATION PROVIDE NECESSARY STRUCTURAL MEMBERS, HANGERS AND SUPPORTS OF APPROVED DESIGN TO KEEP PIPING IN PROPER ALIGNMENT AND PREVENT TRANSMISSION OF INJURIOUS THRUSTS AND VIBRATIONS. IN ALL CASES WHERE HANGERS MATERIAL QUALIFICATIONS: SHALL CONFORM TO ALL L STATE AND NATIO FEDERAL COD DO NOT SCALE PLANS LOCAL, NAL/ ES AND REGULATIONS PREPARE AND SUBMIT COORDINATION DRAWINGS. REFER TO OTHER DIVISION 15 SECTIONS FOR REQUIREMENTS. BRACKETS, ETC., ARE SUPPORTED FROM CONCRETE CONSTRUCTION, DO NOT WEAKEN CONCRETE OR PENETRATE WHICH MAY APPLY AND NOTHING IN THESE SPECIFICATIONS SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH WATERPROOFING. ALL HUNGERS AND SUPPORTS SHALL BE CAPABLE OF SCREW ADJUSTMENT AFTER PIPING IS ERECTED. CODES OR REGULATIONS : CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE HANGERS SUPPORTING PIPING EXPANDING INTO LOOPS, BENDS AND OFFSETS SHALL BE SECURED TO THE BUILDING ARCHITECT of RECORD COMPLETION OF THE ENTIRE PROJECT. STRUCTURE IN SUCH A MANNER THAT HORIZONTAL ADJUSTMENT PERPENDICULAR TO THE RUN OF PIPING SUPPORTED MAY WELDING: OUALIFY WELDING PROCEDURES, WELDERS, AND OPERATORS IN ACCORDANCE WITH ASME 831.1, OR ASME BE MADE TO ACCOMMODATE DISPLACEMENT DUE TO EXPANSION. ALL SUCH HUNGERS SHALL BE FINALLY ADJUSTED BOTH B31,9, AS APPLICABLE, CERTIFY WELDING OF PIPING WORK USING STANDARD PROCEDURE SPECIFICATIONS BY, AND Terjesen Associates, Architects ; WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS IN THE VERTICAL AND HORIZONTAL DIRECTION, AS REQUIRED. HANGERS IN CONTACT WITH COPPER OR BRASS PIPE WELDERS TESTED UNDER SUPERVISION OF, NATIONAL CERTIFIED PIPE WELDING BUREAU (NCPWB). 248 West 35th Street 11th Floor New York, NY 10001 EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SHALL BE DIELECTRIC, COMPATIBLE WITH COPPER AND BRASS ALLOY OR PROVIDED WITH FELT SLEEVE 212.239.1526 Fax: 212,736.7899 SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY INSULATION CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. BRAZING: CERTIFY BRAZING PROCEDURES, GRAZERS, AND OPERATORS IN ACCORDANCE WITH ASME BOILER AND PRESSURE VESSEL CODE, SECTION IX, FOR SHOP AND JOB-SITE BRAZING OF PIPING WORK. E-mail: info@terjesenarchitects.com PREPARE COMPLETE SET OF DRAWINGS SHOWING ALL NECESSARY SLAB OPENINGS AND STRUCTURAL SUPPORTS THAT ALT. PIPE HANGERS FOR DOMESTIC WATER SYSTEMS SHALL BE COPPER AND PROVIDED WITH INSULATION SHIELDS. REQUIRE STRUCTURAL FRAMING. DRAWINGS SHALL CLEARLY INDICATE SIZES AND LOCATION RELATIVE TO ESTABLISHED COORDINATION OF WORK W:: MECHANICAL ENGINEER s�� COLUMN LINES. DRAWINGS SHALL BE COMPLETED IN SUFFICIENT TIME TO ALLOW FOR STRUCTURAL STEEL FABRICATION MANUFACTURERS: SO PS NOT TO DELAY PROJECT SCHEDULE CAREFULLY COORDINATE SPACE REQUIREMENTS WITH OTHER TRADES TO INSURE THAT ALL MATERIALS CAN BE INSTALLED £' EP7.3 COOPER B-UNE, INC IN SPACES ALLOTTED THERETO, INCLUDING FINISHED SUSPENDED CEILINGS. SHOP DRAWING SUBMISSIONS SHALL DEMONSTRATE A KNOWLEDGE OF THE WORK OF OTHER TRADES, AND SHALL SHOW HILTI, INC. 110 William Street 32nd Floor New York, NY 10038 THE LOCATIONS OF THE WORK OF OTHER TRADES WHICH AFFECTS THE WORK OF THIS CONTRACT. KINEMATICS NOISE CONTROL PREPARE AND SUBMIT COORDINATION DRAWINGS. 212.257.6190 Fax: 212.994.8091 ARRANGE FOR PIPE SPACES, CHASES, SLOTS, AND OPENINGS IN BUILDING STRUCTURE DURING PROGRESS OF MASON INDUSTRIES www.EPENGINEERING.ccm CONSTRUCTION, TO ALLOW FOR PLUMBING INSTALLATIONS. TOLCO INCORPORATED ALTERATION WORK �' STRUCTURAL ENGINEER UNISTRUT COORDINATE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN POURED-IN-PLACE CONCRETE AND ALL EQUIPMENT, FIXTURES, PIPING, ETC. TO BE REMOVED, SHALL BE DISPOSED OF, TURNED OVER TO THE OWNER, OR Engineering Firm OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. INSULATION SALVAGED AS DIRECTED BY THE OWNER. EQUIPMENT, FIXTURES, PIPING, DEVICES, ETC. SHALL NOT BE REMOVED FROM Address COORDINATE REQUIREMENTS FOR ACCESS PANELS AND DOORS FOR PLUMBING ITEMS REQUIRING ACCESS THAT ARE THE PREMISES WITHOUT THE OWNER'S APPROVAL CONCEALED BEHIND FINISHED SURFACES. ACCESS PANELS AND DOORS ARE SPECIFIED IN DIVISION 8 SECTION "ACCESS REFER TO SCHEDULE ON SHEET SP-600. Phone Fax: WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE OWNER'S AND PROJECT SCHEDULE AND PHASING. E-mail: DOORS AND FRAMES. ALL INSULATING MATERIALS SHALL COMPLY WITH THE FOLLOWING RATINGS: PROVIDE TEMPORARY SERVICES AND CONNECTIONS TO ACCOMMODATE THESE REQUIREMENTS. THE SHUTDOWN OR t' PROJECT TRANSFERENCE OF SYSTEMS SHALL BE COORDINATED WITH THE OWNERS REQUIREMENTS. =DINATION DRAWIT4GS FUAMESPREAD -25 F SOUTHOLD ASC SHEET METAL, PLUMBING AND FIRE PROTECTION SHOP DRAWINGS THAT HAVE BEEN COORDINATED WITH ARCHITECTURAL SMOKE DEVELOPED -50 ALL PIPING TO REMAIN SHALL BE PROPERLY PLUGGED, VALVED, CAPPED AND/OR BY PASSED SUCH THAT UPON AND STRUCTURAL DRAWINGS SHALT. BE SUBMITTED TO ENGINEER FOR REVIEW. DRAWINGS MUST BE RETURNED FROM FUEL CONTRIBUTED -50 COMPLETION OF WORK ALL ABANDON SYSTEMS ARE PROPERLY CONCEALED, AND THAT EXISTING SYSTEMS TO REMAIN, ENGINEER EITHER 'REVIEWED" OR "FURNISH AS CORRECTED" PRIOR TO BEING USED AS BASIS FOR COORDINATION REMAIN OPERATIONAL 700 B O I S S EA U AVENUE DRAWINGS. FIBERGLASS PIPING INSULATION (INTERIOR) SOUTHOLD, NY MOLDED FIBROUS GLASS WITH 3.5 POUNDS MINIMUM DENSITY, MAXIMUM K = .3 AT 200 DEGREE F. MEAN AND RATED TO NO DEAD ENDS SHALL BE LEFT ON ANY PIPING SYSTEMS UPON COMPLETION OF WORK. AFTER SHEET METAL AND PIPING DRAWINGS HAVE BEEN REVISED PER ENGINEERS COMMENTS, REPRODUCIBLE COPIES 450 DEGREE F. THE INSULATION SHOULD BE SECTIONAL PIPE JACKETED WITH AN EMBOSSED VAPOR BARRIER LAMINATE SHALL BE SENT TO 111E OTHERS TRADES IN THE FOLLOWING SEQUENCE FOR THE INCLUSION OF THEIR WORK: . (STING EXPOSED PIPING SYSTEMS NOT TO BE REUSED, AND NOT SPECIFICALLY NOTED FOR REMOVAL SHALL BE DRAWING TITLE PLUMBING CONTRACTOR MANUFACTURERS: COMPLETELY REMOVED. PLUMBING ELECTRICAL WORK OWENS-CORNING, TYPE 25 ASJ ALL SYSTEMS SHALL BE LEFT IN WORKING ORDER TO THE SATISFACTION OF THE OWNER UPON COMPLETION OF ALL NEW MECHANICAL PIPING WORK. SPECIFICATIONS SPRINKLER PIPING KNAUF - PIPE INSULATION WITH ASJ CERTAINTEED - TYPE 500 SNAP-ON WITH ASJ ALL EXISTING EXPOSED, UNNECESSARY PIPING RELATED TO NEW WORK SHALL BE COMPLETELY REMOVED. Of 2) PRIOR TO INCLUSION OF SPRINKLER PIPING AND EQUIPMENT, CONTRACTOR SHALL HAVE SUBMITTED SPRINKLER PLANS MANVILLE - MICRO-LOK 650 WITH AP JACKET AND CALCULATIONS TO ENGINEER FOR REVIEW AND TO RATING BUREAU FOR REVIEW. D.TYPE G - FIBERGLASS INSULATION FOR VALVES, FITTINGS, FLANGES (VAPOR SEAL INSULATION ALL PIPING NEW AND EXISTING TO REMAIN SHALL BE CONCEALED. RE-ROUTE OR REMOVE ALL EXISTING PIPING, AND AFTER ALL TRADES HAVE INCLUDED THOR WORK ON THE COORDINATION DRAWING AND NOTED CONFLICTS, ALL TRADES N )' SYSTEMS WHERE NECESSARY TO AVOID NEW EQUIPMENT, STRUCTURAL, MASONRY WORK OR AS REQUIRED BY THE DATE ' SHALL MEET TO RESOLVE CONFLICTS AND AGREE TO ACCEPTABLE SOLUTIONS. EACH TRADE SHALL. SIGN COORDINATION PROPOSED ALTERATIONS. `' 514/17 DRAWINGS, ITEMS NOT SHOWN ON COORDINATION DRAWING IS RESPONSIBILITY OF OMITTING CONTRACTOR AND MOLDED, FACTORY-FORMED FIBROUS GLASS WITH 3.5 PCF MINIMUM DENSITY, MAX. K = .3 AT 200F, MEAN, RATED TO CONTRACTOR IS SUBJECT TO ADDITIONAL COSTS INCURRED BY OTHER TRADES. 450 DEGREE F. ALL JOINTS TO BE SEALED WITH VAPOR BARRIER ADHESIVE AND WRAPPED WITH GLASS MESH TAPE PLUMBING FIXTURES PROJECT NUMBER EACH FITTING TO BE FINISHED WITH TWO COATS OF BENJAMIN FOSTER 30-36 VAPOR SEAL THE ARCHITECT AND ENGINEER ARE NOT PART OF THE COORDINATION DRAWING PROCESS. THE ENGINEER WILL PROVIDE 2017.025 THE FIXTURES SHALL BE FURNISHED COMPLETE WITH CHROME PLATING ON EXPOSED PIPING OR TRIM. PROVIDE ANCHOR ASSISTANCE RELATIVE TO ACCEPTABILITY OF INSTALLATIONS. VALVES DRAWN BY BOLTS, HANGERS, STRAINERS, FAUCETS AND OTHER INCIDENTAL ITEMS FURNISHED AS STANDARD. PROVIDE LOOSE KEY SUBMIT FINAL SIGNED COORDINATION DRAWING TO ENGINEER FOR REVIEW. ENGINEER WILL REVIEW FOR ACCEPTABILITY OF GENERAL: APPROVED MANUFACTURERS; APOLLO, MILWAUKEE VALVE STOPS AT EVERY FIXTURE ALL SUPPLY FITTINGS AND EXPOSED FIXTURE TRIM SHALL BE ALL BRASS, CHROME PLATED. JD INSTALLATIONS. ED AR SCALE EXAMINE ROUGHING-IN WORK OF POTABLE WATER AND WASTE PIPING SYSTEMS TO VERIFY ACTUAL LOCATIONS OF PIPING ANY WORK FABRICATED OR INSTALLED PRIOR TO SIGN OFF BY ALL TRADES SHALL BE REMOVED AND RE-INSTALLED IN REFER TO SCHEDULE ON DRAWING. CONNECTIONS PRIOR TO INSTALLING FIXTURES. CORRECT ANY INCORRECT LOCATION OF PIPING, AND OTHER AS NOTED UNSATISFACTORY CONDITIONS FOR INSTALLATION OF PLUMBING FIXTURES. DO NOT PROCEED WITH WORK UNTIL n .. .../ I3 fr A 4A CONFORMANCE WITH COORDINAT10N DRAWINGS. cc, .� �1 U h DRAWING NUMBER BASIS OF DESIGN: BALL VALVES - APOLLO VALVES MODEL 70LF-100 OR 70LF-300 UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE ENGINEER, ALL ROUGH-IN TO - m EACH CONTRACTOR (MENTIONED ABOVE) IS RESPONSIBLE FOR THE COORDINATION OF HIS SUB-CONTRACTORS. MILWAUKEE VALVE MODEL UPB10O OR UPRA150 PLUMBING FIXTURES SHALL CONFORM TO FIXTURE MANUFACTURER PUBLISHED ROUGH-IN DIMENSIONS, AND REQUIREMENTS. GATE VALVE - APOLLO VALVES MODEL 102T-LF 0268 d P =800000 - - THE OVERALL COORDINATION OF THE COORDINATION PROCESS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. MILWAUKEE VALVE MODEL UP115 �� y THE ENGINEER IS NOT RESPONSIBLE FOR THE COORDINATION PROCESS. THE ENGINEER WILL RESPOND TO QUESTIONS UPON COMPLETION OF INSTALLATION OF PLUMBING FIXTURES AND AFTER UNITS ARE WATER PRESSURIZED, TEST FIXTURES ��N� THAT ARISE FROM THE COORDINATION PROCESS. DRAWINGS SUBMITTED WILL BE REVIEWED FOR CLEARLY IDENTIFIED CHECK VALVES APOLLO VALVES MODEL 161T-LF TO DEMONSTRATE CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. CORRECT MALFUNCTIONING UNITS AT SITE, THEN �...- CONFLICTS ONLY. SOLUTIONS TO CONFLICTS WILL NOT BEAR ADDITIONAL COST. MILWAUKEE VALVE MODEL UP509 RETEST TO DEMONSTRATE COMPLIANCE; OTHERWISE, REMOVE AND REPLACE WITH NEW UNITS AND PROCEED WITH SEAL SHEET NO: 9 OF Ir :.x : ... .. .. ... :. M ... .. .v. .. .t::;.., `1xd t,. "'f :::, .,,., .Nd ..,. .. [, >vv .... .. .... .,. ...:J: :A mu a..v ..::: <.: ,::... ..... : .... ♦: :a a: .... ... ..>.",.:, .�.a „�,tt: ...,K.... :. a .........,x.......... ...:> ....._ .:.. . r '... .; :: .... .. ........... m• �t::'I ,...,:. ...,.:. '.'q,?E: ';.fix" PLWMBING SPECIFlCAMONS: <; MEDICAL GAS PIPING AND FITTINGS VACUUM PIPING: SECTION INCLUDES: MEDICAL-SURGICAL VACUUM PIPING, DESIGNATED "MEDICAL VACUUM." ,. NORTH FORK : A) DEFINITIONS 1. MEDICAL VACUUM PIPING SYSTEMS INCLUDE MEDICAL VACUUM, WAGD, DENTAL VACUUM, HVE, AND MEDICAL LABORATORY VACUUM PIPING SYSTEMS. SC LLC > B) ACTION SUBMITTALS , 1. PRODUCT' DATA: FOR EACH TYPE OF PRODUCT. 700 BOISSEAU AVE, SOUTHOLD, NY C) INFORMATIONAL. SUBMITTALS , 1. MATERIAL. CERTIFICATES: SIGNED BY INSTALLER CERTIFYING THAT MEDICAL VACUUM PIPING MATERIALS COMPLY WITH REQUIREMENTS IN NFPA 99. 2. FIELD QUALITY-CONTROL REPORTS. D) MAINTENANCE MATERIAL SUBMITTALS 1. FURNISH EXTRA MATERIALS THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. �\ E) QUALITY ASSURANCE t 1. INSTALLER QUALIFICATIONS: MEDICAL VACUUM PIPING SYSTEMS FOR HEALTHCARE FACILITIES: ACCORDING TO ASSE STANDARD #6010 FOR MEDICAL-GAS-SYSTEM INSTALLERS. }R VACUUM PIPES, TUBES, AND FITTINGS: VACUUM PIPE, TUBES, AND FITTINGS SHALL COMPLY WITH NFPA 99 FOR MEDICAL VACUUM PIPING MATERIALS. A) MATERIALS: 1. COPPER MEDICAL GAS TUBE: ASTM B 819, TYPE L. SEAMLESS, DRAWN TEMPER THAT HAS E>. BEEN MANUFACTURER CLEANED, PURGED, AND SEALED FOR MEDICAL GAS SERVICE OR ACCORD114G TO CGA G-4.1 FOR OXYGEN SERVICE. INCLUDE STANDARD COLOR MARKING "OXY." "MED," "OXY/MED," "OXY/ACR," OR "ACR/MED" IN BLUE. 2. WROUGHT-COPPER FITTINGS: ASME B16.22, SOLDER-JOINT PRESSURE TYPE THAT HAS BEEN MANUFACTURER CLEANED, PURGED, AND SEALED FOR MEDICAL GAS SERVICE OR ACCORDING TO CGA G-4.1 FOR OXYGEN SERVICE. 3. COPPER UNIONS: ASME B16.22 OR MSS SP-123, WROUGHT-COPPER OR CAST-COPPER ALLOY. 4. CAST-COPPER-ALLOY FLANGES: ASME 816.24, CLASS 150. 5. PIPE-FLANGE GASKET MATERIALS: ASME B16.21, NONMETALLIC, FLAT, ASBESTOS-FREE, ISSUE: 1/8-INCIH MAXIMUM THICKNESS, FULL-FACE TYPE. DESCRIPTION DATE BY 6. FLANGE (BOLTS AND NUTS: ASME B18.2.1, CARBON STEEL B) JOINING MATERIALSISSUED TO DOH 05.03.17 CP 1. SOLDER FILLER METALS: ASTM B 32, LEAD-FREE ALLOYS. INCLUDE WATER-FLUSHABLE FLUX ISSUED FOR CONSTRUCTION 05.05.17 CP ACCORD114C TO ASTM B 813. y C) VALVES ISSUED FOR ADDENDUM 1 05.19.17 CP 1. GENERAL REQUIREMENTS FOR VALVES: MANUFACTURER CLEANED, PURGED, AND BAGGED PLUMBING UPDATES 06.13.17 CP ACCORDIIVG TO CGA G-4.1 FOR OXYGEN SERVICE. REVISED PER DOH COMMENTS 07.11.17 CP 2. EXCEPTION: FACTORY CLEANING AND BAGGING ARE NOT REQUIRED FOR VALVES FOR WAGD SERVICE. ZONE-VALVE BOX ASSEMBLIES: BOX WITH MEDICAL GAS VALVES, TUBE EXTENSIONS, ISSUED FOR DOB APPROVAL 03.23.18 CP AND GAGES. MEDT L GAS SPECIALTY PRIOR TO PURCHASE, CONTRACTOR SHALL CONTACT STEVE WALDMAN WITH AWED HEALTHCARE PRODUCTS AT (610--651-0674) TO OBTAIN ALL PRICING AND INFORMATION FOR THE BELOW REFERENCED PRODUCTS, ZONE-VALVE BOXES: A) MANUFACTURERS: 1. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: 9,. CHIEMETRON BY ALLIED HEALTHCARE PRODUCTS. o„ DESCRIPTION: FORMED STEEL BOX WITH COVER, ANCHORS FOR RECESSED , MOUNTING, HOLES WITH GROMMETS IN BOX SIDES FOR TUBING EXTENSION PROTECTION, AND OF SIZE FOR SINGLE OR MULTIPLE VALVES WITH PRESSURE GAGES AND IN SIZES REQUIRED TO PERMIT MANUAL OPERATION OF VALVES. MEDICAL AIR AND MEDICAL VACUUM TUBING, VALVES, AND GAGES MAY BE INCORPORATED IN ZONE VALVE BOXES FOR MEDICAL GASES. 1) INTERIOR FINISH: FACTORY-APPLIED WHITE ENAMEL 2) COVER PLATE: ALUMINUM WITH FRANGIBLE OR REMOVABLE WINDOWS. 3) VALVE-BOX WINDOWS: CLEAR OR TINTED TRANSPARENT PLASTIC WITH LABELING THAT INCLUDES ROOMS SERVED, ACCORDING TO NFPA 99. BRONZE BODY, SINGLE PORT BALL VALVES: A) MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: CHEMETRON BY AWED HEALTH PRODUCTS. 1. STANDARD: CHEMETRON 77. 2. DESCRIP11ON: THREE-PIECE BODY, BRASS OR BRONZE. 3. PRESSURE RATING: 300 PSIG MINIMUM. DO NOT SCALE PLANS 4. BALL-• FULL-PORT, CHROME-PLATED BRASS. 5. SEATS: PTFE OR TFE. ARCHITECT OF RECORD 6. HANDLE: LEVER. ^ 7. STEM: BLOWOUT PROOF WITH PTFE OR TFE SEAL. Terjesen Associates, Architects 8. ENDS: MANUFACTURER-INSTALLED ASTM B 819, COPPER-TUBE EXTENSIONS WITH PRESSURE GAGE ON ONE COPPER-TUBE EXTENSION. 248 West 35th Street 11th Floor New York, NY 10001 212.239.1526 Fax: 212.736.7899 t WATER PIPING: E-mail: info@terjesenarchitects.com A) BRASS PIPE WITH THREADED CAST BRASS FITTINGS OR TYPE 'L" COPPER TUBING WITH WROUGHT COPPER OR CAST BRONZE FITTINGS WITH 95-5 SOLDERED JOINTS. .. . W..w.... ... .� : . .... B) EXPOSED WATER PIPING AT PLUMBING FIXTURES SHALL BE CHROME PLATED. MECHANICAL ENGINEER ep OXYGEN PIPING: AIR PIPING, DESIGNATED "OXYGEN." 11 9*16 °s 110 William Street 32nd Floor New York, NY 10038 A) INFORMATIONAL. SUBMITTALS 212.257.6190 Fax: 212.994.8091 1. QUALJFIG4TlON DATA: FOR TESTING AGENCY. 2. BRAZING CERTIFICATES. www.EPENGINEERING.com 3. FIELD QUALITY-CONTROL REPORTS. B) MAINTENANCE (MATERIAL SUBMITTALS STRUCTURAL ENGINEER 1. FURNISH EXTRA MATERIALS THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH Engineering FIrm PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS. Address C) QUALITY ASSURANCE 1. INSTALLER QUALIFICATIONS: MEDICAL GAS PIPING SYSTEMS FOR HEALTHCARE FACILITIES: Phone Fax: ACCORDING TO ASSE STANDARD #6010 FOR MEDICAL-GAS-SYSTEM INSTALLERS. E-mail: 2. TESTING AGENCY QUALIFICATIONS: AN INDEPENDENT TESTING AGENCY, WITH THE EXPERIENCE .. .,: ::;: ....;<.: 4.,. ...ah. ,....,; .... :,... AND CAPABILITY TO CONDUCT THE MEDICAL GAS PIPING TESTING INDICATED, THAT ISA PROJECT MEMBER OF THE MEDICAL GAS PROFESSIONAL HEALTHCARE ORGANIZATION OR IS AN NRTL, AND THAT IS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. QUALIFY TESTING PERSONNEL SOUTHOLD ASC ACCORDING TO ASSE STANDARD #6020 FOR MEDICAL-GAS-SYSTEM INSPECTORS AND ASSE �g STANDARD #6030 FOR MEDICAL-GAS-SYSTEM VERIFIERS. 700 BOISSEAU AVENUE 3. BRAZING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO ASME BOILER AND PRESSURE SOUTHOLD, NY VESSEL CODE, SECTION IX, "WELDING AND BRAZING QUALIFICATIONS"; OR AWS B2.2, "STANDARD FOR BRAZING PROCEDURE AND PERFORMANCE QUALIFICATION." OXYGEN PIPES, TUBES, AND FITTINGS: SHALL COMPLY WITH NFPA 99 FOR MEDICAL GAS PIPING v DRAWING TITLE MATERIALS. PLUMBING A) MATERIALS 1. COPPER MEDICAL GAS TUBE: ASTM B 819, TYPE L, SEAMLESS, DRAWN TEMPER THAT HAS SPECIFICATIONS BEEN MANUFACTURER CLEANED, PURGED, AND SEALED FOR MEDICAL GAS SERVICE; OR h ACCORDING TO CGA G-4.1 FOR AIR SERVICE. INCLUDE STANDARD COLOR MARKING "OXY," (2 Of 2) "MED." "OXY/MED." "OXY/ACR." OR "ACR/MED" IN GREEN FOR TYPE K TUBE AND BLUE FOR TYPE L 'TUBE. ,r �,.. ... .:.. : r.. 2. WROUGHT-COPPER FITTINGS: ASME 816.22, SOLDER-JOINT PRESSURE TYPE THAT HAS BEEN DATE MANUFACTURER CLEANED, PURGED, AND BAGGED FOR AIR SERVICE ACCORDING TO CGA G-4.1. 3. COPPER UNIONS: ASME 816.22 OR MSS SP-123, WROUGHT-COPPER OR CAST-COPPER 514117 ALLOY. PROJECT NUMBER 4. CAST-COPPER-ALLOY FLANGES: ASME B16.24, CLASS 150. ; 2017.025 a) PIPE-FLANGE GASKET MATERIALS: ASME B16.21, NONMETALLIC, FLAT, z' DRAWN BY ASBESTOS-FREE. 1/8-INCH MAXIMUM THICKNESS, FULL-FACE TYPE. b) LANGE BOLTS AND NUTS: ASME 818.2.1, CARBON STEEL 3 JD B) JOINING MATERIALS y �•ED AF,�,y/ SCALE 1. BRAZING FILLER METALS: AWS A5.8/A5.8M, BCUP SERIES, COPPER-PHOSPHORUS ALLOYS. AS NOTED C) VALVES 5 1. GENERAL REQUIREMENTS FOR VALVES: MANUFACTURER CLEANED, PURGED. AND BAGGEDa v 'Am DRAWING NUMBER ACCORDING TO CGA G-4.1 FOR AIR SERVICE. * K 2. ZONE-VALVE BOX ASSEMBLIES: BOX WITH MEDICAL GAS VALVES, TUBE EXTENSIONS, AND GAGES. P =801 moo OF N Y k SEAL SHEETNO: 10 OF JF .:......... .. ... .. .. :.a... - .::aw.e ^.' ,:.. ........:.,.:'r'i'................. : ,,, :,. ::.. ......,.. < % ..... ..... .:... ... ....:..,..t. a Vii: ..::U6,.. ::::::ax•...•::::`:': GENERAL NOTES ABBREVIA TIONS LEGEND ... NORTH FORK :: 1. ALL MATERIAL INDICATED AND IMPLIED ON THESE DRAWINGS SHALL 25. RECORD AS-BUILT DRAWINGS SHALL BE SUPPLIED AFTER HYDRAULIC CALCULATION NOTES: AHJ AUTHORITIES HAVING JURISDICTION SYM9OL DESCMPT11ON " " "" .... ............................... .......... ..........' .'..._....... SPRINKLER HEAD COUNT BE NEW UNLESS OTHERWISE NOTED. COMPLETION OF THE WORK SHOWING ANY ALTERATIONS AND/OR 1. ALL SPRINKLER SYSTEMS THROUGHOUT THE SPACE SHALL BE ARCH ARCHITECTURAL Q NEW CONCEALED SPRINKLER HEAD DELETIONS TO THE SYSTEM INSTALLED. HYDRAULICALLY CALCULATED BASED IN COORDINATION SHOPSC7 LLC 2. SPRINKLER SYSTEM TO COMPLY WITH NFPA STANDARDS, AND ALL DRAWINGS. AFF ABOVE FINISHED FLOOR TOTAL SPRINKLER HEADS 218 LOCAL AUTHORITIES HAVING JURISDICTION. 26. IF AN ARCHITECT IS THE PRIME PROFESSIONAL ON THE PROJECT, NEW UPRIGHT SPRINKLER HEAD REFERENCES TO "ENGINEER" SHALL APPLY TO ARCHITECT. 2. SPRINKLER SYSTEM LAYOUT AND CALCULATIONS SHALL COMPLY 700 BOISSEAU AVE, SOUTHOLD, NY 3. SPRINKLER PIPING TO BE TYPE SCHEDULE 40. BFP BACKFLOW PREVENTION DEVICE PIPE SCHEDULE H E D U L E WITH NYC BUILDING CODE, SECTION 14.4 NFPA 13- 2007 ED, 4 NEW SIDEWALL SPRINKLER HEAD 27. CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY FlREON OWNER'S INSURANCE CO. REQUIREMENTS AND GOOD ENGINEERING 4. CONCEALED PIPING SHALL BE INSPECTED BEFORE COVERING. PROTECTION THROUGHOUT THE COURSE OF CONSTRUCTION, INCLUDING BLDG BUILDING 1. NEW BRANCH PIPE SIZING AS FOLLOWS: BUT NOT LIMITED TO TEMPORARY SPRINKLER PROTECTION, TEMPORARY PRACTICE. 4p NEW DRY SIDEWALL SPRINKLER HEAD 1 SP. HEAP 1• 5. SYSTEM SHALL BE SLOPED TO DRAIN. SPRINKLER PIPING SHALL STANDPIPE AND FIRE-WATCH, AS REQUIRED BY THE AHJ. 3. OCCUPANCY CLASSIFICATION: CONN. CONNECT BE DRAINABLE AS PER NFPA STANDARDS. EXISTING SPRINKLER HEAD TO REMAIN 2 SP. HEAD 1` LIGHT OCCUPANCY: APARTMENTS, CORRIDORS DCV DOUBLE CHECK VALVE ORDINARY OCCUPANCY: STORAGE SPACESMECHANICAL ROOMS 3 SP. HEAD 1 1/4` , k. 6. SUPPLY AND INSTALL INSPECTION TEST IN ACCORDANCE WITH NEPA Y, STANDARDS. TEST SHALL DRAIN TO THE OUTSIDE. NEW YORK STATE SPRINKLER NOTES: 4. SPRINKLER PROTECTING ORDINARY HAZARD OCCUPANCY SHALL DEP DEPT. OF ENVIRONMENTAL PROTECTION EXISTING SPRINKLER HEAD TO BE REMOVED 4 SP. HEAD 1 1/2' PROVIDE MINIMUM DENSITY OF DISCHARGE 0.15 GPM SQ. FT. OVER �Q SPRINKLER HEAD RELOCATION, CONNECT NEW 1"SP 5 SP. HEAD 1 1/2� 7. SYSTEM SHALL BE TESTED IN ACCORDANCE WITH NFPA STANDARDS 1 THE SPRINKLER SYSTEM SHALL COMPLY WITH THE FULL MOST HYDRAULICALLY REMOTE 1,500 SF. FT. MAXIMUM COVERAGE DIA DIAMETER BRANCH PIPED OVER TO NEW SPRINKLER HEAD 6 SP. HEAD 2' AND CONTRACT SPECIFICATIONS. REQUIREMENTS OF THE NEW YORK STATE BUILDING CODEI I PER SPRINKLER HEAD 130 SF. FT. _< 8. SYSTEMS MUST BE ARRANGED IN SUCH A MANNER THAT NO SECTION BC 903, THE NEW YORK STATE FIRE CODE AND NFPA DN DOWN CONNECT TO EXISTING EXPOSED PIPES MAY APPEAR IN ANY FINISHED AREAS AND NO 13 - 2013. 5. MINIMUM PRESSURE AT ANY SPRINKLER HEAD SHALL BE AS 10 SP. HEAD 2" TEST OR DRAIN COCKS MAY BE LOCATED IN FINISHED AREAS. REQUIRED BUT IN NO CASES IT SHOULD BE LESS THEN 7 PSI DWG DRNWING POINT OF DISCONNECT 11 SP. HEAD 2 1/2" 2. THE INSTALLATION COMPONENTS, SIZING, SPACING, CLEARANCES, (VELOCITY-MAX 20 FPS.) 9. ALL O.S.&Y. VALVES SHALL BE LOCKED IN THE OPEN POSITION POSITION AND TYPES OF SYSTEMS SHALL CONFORM TO BG (E) EXISTING AFTER THE SYSTEM HAS BEEN FULLY TESTED AND APPROVED BY 903.3. 6. CONTRACTOR SHALL PROVIDE HYDRAULIC DESIGN INFORMATION SIGN - - CHECK VALVE r. THE LOCAL FIRE SUBCODE OFFICIAL. CERTIFICATION OF THE PER NFPA 13 -2007, SECTION 24.5. FIXED TO WATERFLOW EXIST EXISTING SYSTEM MUST BE PRESENTED TO THE ENGINEER. 3. ONLY APPROVED MATERIALS SHALL BE USED AS PER CHAPTER 6. SWITCH IN WATER SERVICE AREA. HYDRAULIC INFORMATION SHALL PIPE DIMENSIONS - SECTION BC 903.3. BE AS SHOWN IN THE CONTRACT DOCUMENTS. EC EXTENDED COVERAGE - - CHECK VALVE WITH AUTO BALL DRIP PTZ)i 10. A SET OF SPRINKLER HEADS OF DIFFERENT TEMPERATURE RATINGS 4. DIRECT CONNECTION OF SPRINKLERS TO THE PUBLIC WATER SCHEDULE 4 0 AS USED 114 THE PREMISES TOGETHER WITH REPLACING TOOL FDC FIRE DEPARTMENT CONNECTION r SYSTEM SHALL CONFORM TO NEPA 13 - 2013. tri Ft�v[-flG- FIRE HOSE VALVE SHALL BE LEFT IN A SPECIAL CABINET FOR EMERGENCY -..i NOMINAL OUTSIDE INSIDE DIAMETER REPLACEMENTS AS PER UNDERWRITERS CODE. COORDINATE 5. SPRINKLERS SHALL BE PROTECTED AGAINST FREEZING AND FL FLOOR PIPE SIZE DIAMETER LOCATION OF CABINET WITH AUTHORITY HAVING JURISDICTION. INJURY AS PER NEPA 13 - 2013. ora - - GATE VALVE 1' 1.315' 1,049" ISSUE: NUMBER SHALL BE DETERMINED BY FINAL INSTALLED SPRINKLER FP FIRE PUMP COUNT IN 13UILDING AS FOLLOWS: Zi 1 1/4" 1,860" 1,380" DESCRIPTION DATE BY 6. INSPECTIONS AND TEST OF SPRINKLERS SHAM BE CONDUCTED A) FACILITIES WITH LESS THAN 300 SPRINKLERS: GAL GALLONS �" 1 1/2" 1.900" 1.810" ISSUED TO DOH 05.03.17 CP PROVIDE 6 SPARE SPRINKLERS OF EACH TYPE AND AS PER NEPA 13 - 2013. � - OS&Y VALVE RATING INSTALLED IN FACILITY. 2' 2.375 2.06ISSUED FOR CONSTRUCTION 05.05.17 CP B} FACILITIES HAVING 300 TO 1000 SPRINKLERS: 7. THE OCCUPANCY OF THE AREAS TO BE SPRINKLERED IN GALV GALVANIZED 2 1/2 2.875 2.6350 - - ACCORDANCE WITH SECTION BC 903. -IAF- BUTTERFLY VALVE 3" 3.500■ 3.260 ISSUED FOR ADDENDUM 1 05.19.17 CP PROVIDE 12 SPARE SPRINKLERS OF EACH TYPE AND GC GENERAL CONTRACTOR RATING INSTALLED IN FACILITY. 8. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS 4' 4.500' 4.260" PLUMBING UPDATES 06.13.17 CP C) FACILITIES HAVING MORE THAN 1000 SPRINKLERS: PER NFPA 13 - 2013. GEN. GENERATOR �_ WATERFLOW SWITCH 6` 6'625" 6.357" REVISED PER DOH COMMENTS 07.11.17 CP PROVIDE 24 SPARE SPRINKLERS OF EACH TYPE AND 8' 1 8.625" 1 8.249' RATING INSTALLED IN FACILITY 9. PIPING, FITTINGS, SPECIFICATIONS, PIPE SCHEDULES, SYSTEM GPM GALLONS PER MINUTE ISSUED FOR DOB APPROVAL 03.23.18 CP 11. CONTRACTOR TO OBTAIN ALL NECESSARY APPROVALS D TEST PIPES. PROTECTION AGAINST CORROSION DAMAGE, VALVES, AN PERMITS �? PRESSURE GAUGE FILING FOR PERMITS FOR SPRINKLER WORK AS WELL AS PAYMENT HANGERS, SPRINKLERS, GUARDS AND SHIELDS SHALL BE AS PER HP HORSE POWER OF ALL APPLICABLE FEES, & PREPARATION OF ALL DRAWINGS OF 13 - 2013. REQUIRED f"OR FILING PLANS AND PERMITS WITH LOCAL AUTHORITY 10. STOCK OF EXTRA SPRINKLERS SHALL BE FURNISHED AS PER IN INCH Imo' TAMPER SWITCH SHALL BE PERFORMED BY THIS CONTRACTOR AS PART OF THE NFPA 13 - 2013 WORK SCOPE. COPIES OF ALL EXECUTED PERMITS AND DRAWINGS JP JOCKEY PUMP SHALL BE FORWARDED TO THE ENGINEER FOR RECORD. 11. SPRINKLER ALARM SHALL BE IN ACCORDANCE WITH NEPA 13 - HOSE RACK 2013 MAX MAXIMUM 12. CONTRACTOR'S PRICE SHALL INCLUDE ALL HANGERS, INSERTS, MEZZ MEZZANINE FDC}-- FIRE DEPARTMENT CONNECTION COUPLINGS, TESTING, TOOLS, SUPERVISION, LABOR, COORDINATION, 12. SPACING, LOCATION AND POSITION OF SPRINKLERS SHALL BE AS MATERIALS, EQUIPMENT, REMOVALS, CAPPING, PATCHING, DISPOSAL PER NEPA 13 - 2013. MIN MINIMUM X AND OTHER NECESSARY ITEMS TO PROVIDE THE SPRINKLER HYDRAULIC PIPE TAG INSTALLATION. 13. ALL CONCEALED SPACES EXCEEDING 6" IN WIDTH OR DEPTH WHICH CONTAIN COMBUSTIBLE MATERIAL SHALL BE SPRINKLERED NC/N.I.0 NOT IN THIS CONTRACT 13. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT IN ACCORDANCE WITH NEPA 13 - 2013. Ln HYDRAULIC NODE TAG NECESSARY FOR THE PROPER AND ACCEPTABLE CONSTRUCTION, NEPA NATIONAL FIRE PROTECTION ASSC. INSTALLATION, OR OPERATION OF ANY PART OF THE WORK AS 14. ALL PIPING PASSING THROUGH WALLS SHALL COMPLY WITH DETERMINED BY THE ENGINEER SHALL BE INCLUDED IN THE WORK SECTION BC-713. NTS NOT TO SCALEXX S.F. SPRINKLER NOT REQUIRED DUE TO ROOM SQUARE AS IF IT WERE SPECIFIED OR INDICATED IN THE DRAWINGS. FOOTAGE < 15. THERE IS NO HIGH PILED STORAGE AS DEFINED IN NFPA 13 PSI POUNDS PER SQUARE INCH 14. BEFORE SUBMITTING BID, CONTRACTOR SHALL CONDUCT AN -2013, N.A.S. SPRINKLER NOT REQUIRED ON-SITE INSPECTION TO VERIFY EXISTING CONDITIONS. ALL WORK RPZ REDUCED PRESSURE ZONE VALVE SHOWN IS A SCHEMATIC REPRESENTATION OF DESIGN INTENT. 16. DISTANCE OF SPRINKLERS FROM HEAT SOURCE SHALL BE AS COORDINATION OF EXISTING SERVICES, INCLUDING THOSE OF PER TABLE 8.3.2.5(a) IN NFPA13 - 2013. OTHER TRADES, IS REQUIRED. ANY ADDITIONAL TURNS, FITTINGS, S.F. SQUARE FOOT TEXT/UNEWEIGHT WHICH INDICATES PIPING AND EQUIPMENT ETC. REQUIRED SHALL BE PROVIDED AT NO ADDITIONAL COST. ANY 17, AS PER SECTION NFPA 13 - 2013 CHAPTER 23 PROVIDE DEPT. XXXX TO BE REMOVED MAJOR DISCREPANCIES TO BE REPORTED TO THE ENGINEER. OF WATER SUPPLY LETTER WITH FLOW TEST DATA IF THERE IS A STK. STACK DO NOT SCALE PLANS DIRECT CONNECTION TO THE STREET WATER SUPPLY. TVP. TYPICAL 15. CONTRACTOR SHALL VERIFY ALL INDICATED CONDITIONS BEFORE TEXT/UNEWEIGHT WHICH INDICATES NEW SPRINKLER PIPING :: ° • - -'•°. °°°°° x' °-° --n,- t..,. . �.' °„�,:' " '«,�' ' STARTING WORK AND REPORT ANY DISCREPANCIES TO THE 18, ALL PIPES PASSING THROUGH FOUNDATION WALLS SHALL BE XXXX ARCHITECT OF RECORD UON UNLESS OTHERWISE NOTED ENGINEER. 'THE DRAWINGS REFLECT CONDITIONS REASONABLY PROTECTED AS PROVIDED BY CHAPTER 3 SECTION PC 305.5 OF INTERPRETED FROM THE EXISTING VISIBLE CONDITIONS, OR FROM THE NEW YORK STATE PLUMBING CODE. TEXT/LITerNEWEIGHT WHICH INDICATES EXISTING SPRINKLER jesen Associates, Architects DRAWINGS AND INFORMATION FURNISHED BY THE OWNER, BUT ~ X{;;;y, PIPING g.: 248 West 35th Street 11th Floor New York, NY 10001 CANNOT BE GUARANTEED BY THE ENGINEER. 19. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED BY NFPA 13 - 2013, CHAPTER 6.7.4. k7 212.239.1526 Fax: 212.736.7899 16. CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF ARCHITECT, ENGINEER, OWNER, LOCAL 20. DRAINAGE SHALL CONFORM TO NFPA 13 - 2013, CHAPTER DRAWING L !ST w TEXT/UNEWEIGHT WHICH INDICATES NEW SPRINKLER E-mail: info@terjesenarchitects.com XXXX EQUIPMENT AUTHORITIES, AND/OR NEIGHBORHOOD ASSOCIATIONS. 8.16.2. ............ LL1 MECHANICAL ENGINEER 17. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNION AND EQUAL 21. HYDRAULICALLY DESIGNED SPRINKLER SYSTEMS SHALL BE INE � TEXT/UNEWEIGHT WHICH INDICATES EXISTING SPRINKLER lapOPPORTUNITY STANDARDS OR REQUIREMENTS WHERE APPLICABLE. ACCORDANCE WITH NFPA 13 - 2013, CHAPTER 22. SP -100 . 00 SPRINKLER SYMBOLS , NOTES & A B B R c V I A T i O N S ;;;; ,x EQUIPMENT LE 18. CONTRACTORSHALL BE RESPONSIBLE FOR THE PROTECTION OF 22. A ONE PIECE REDUCING FITTING SHALL BE USED WHEREVER A SP- 300 . 00 SPRINKLER CONSTRUCTION PLAN - CELLAR 110 William Street 32nd Floor New York, NY 10038 ALL EXISTING AND NEW CONDITIONS AND MATERIALS WITHIN THE CHANGE IN THE SIZE OF PIPE, AS PER NFPA 13 - 2013, 212.257.6190 Fax: 212.994.8091 PROPOSED CONSTRUCTION AREA. ANY DAMAGE CAUSED BY, OR CHAPTER 6.4.6. S P- 3 0 1 . 0 0 S P R I N K L E R CONSTRUCTION PLAN - GROUND FLOORXXXX TEXT/LINEWEIGHT WHICH INDICATES NEW SPRINKLER HEADS DURING THE EXECUTION OF THE WORK IS THE RESPONSIBILITY OF www.EPENGINEERING.com SP - 302. 00 SPRINKLER CONSTRUCTION PLAN - ATTIC THE CONTRACTOR AND SHALL BE REPAIRED TO THE ENGINEER'S 23. ALL VALVES ON CONNECTIONS TO WATER SUPPLY TO SPRINKLERS "` " ` " SATISFACTION. SHALL BE APPROVED AS PER NFPA 13 - 2013, CHAPTER 6.7. TEXT/UNEWEIGHT WHICH INDICATES EXISTING SPRINKLER STRUCTURAL ENGINEER b SP- 500 . 00 SPRINKLER RISER DIAGRAM & SCHEDULES HEADS Engineering Firm 19. EQUIPMENT, MATERIALS AND WORKMANSHIP FURNISHED UNDER THIS 24. HANGERS SHALL BE OF A TYPE APPROVED AS PER NFPA 13 - SP- 600 . 00 SPRINKLER DETAILS x CONTRACT SHALL BE GUARANTEED BY THE CONTRACTOR FOR A 2013. Address PERIOD OF ONE YEAR FROM THE DATE OF COMPLETION OF THE SP - 800 . 00 SPRINKLER SPECIFICATIONS Phone Fax: PROJECT. THE CONTRACTOR SHALL KEEP THE WORK IN GOOD 25. PROVISIONS SHALL BE MADE TO FACILITATE FLUSHING SYSTEM E-mail: REPAIR FOR ONE YEAR AFTER THE DATE OF FINAL APPROVAL. THE PIPING AS PER NFPA 13 - 2013, CHAPTER 8.16.3. CONTRACTOR SHALL AT HIS OWN EXPENSE, CORRECT AND REPAIR .. n.<. .::.:...: ....:.:......„.:.,.::.x:;:. .;::F: . : PROMPTLY ANY AND ALL BREAKS, FAILURES OR WEAR DUE TO 26. SPRINKLERS SHALL BE APPROVED TYPE AS PER NFPA 13 - PROJECT FAULTY MATERIALS, WORKMANSHIP OR EQUIPMENT, AND ALL 2013, SECTION 6.2. SETTLEMENTS OF SURFACE THAT MAY OCCUR DURING THAT SOUTHOLD ASC PERIOD. 27. TEMPERATURE RATING SHALL COMPLY WITH NFPA 13 - 2013, ? CHAPTER 6.2.5. 700 BOISSEAU AVENUE 20. ANY PENETRATION THROUGH FIRE RATED PARTITION SHALL BE STEEL SLEEVED AND SEALED WITH 3M BRAND U.L. RATED FIRE 28. 18" MINIMUM CLEARANCE TO BELOW SPRINKLER DEFLECTOR AS SOUTHOLD, NY BARRIER CAULK OR APPROVED EQUAL PER SECTION NFPA 13 - 2013, CHAPTER 8.5.5.3. 21. THIS CONTRACTOR IS RESPONSIBLE FOR ALL PAINTING ASSOCIATED 29. DRY SYSTEMS SHALL BE IN ACCORDANCE WITH NFPA 13 - WITH CUTTING AND PATCHING. ALL PAINTING IN AREAS WITH 2013, CHAPTER 7.2. DRAWING TITLE COMPLETE FINISH RENOVATIONS TO BE BY GENERAL CONTRACTOR. SPRINKLER 30. CONCEALED PIPING SHALL BE INSPECTED PRIOR TO BEING 22. CONTRACTOR IS RESPONSIBLE FOR PATCHING AND REPAIRING OF COVERED AS PER BC 901.5 AND THE NYC STATE CODE, FC106. $' SYMBOLS, NOTES FLOORS, WALLS AND CEILINGS DAMAGED AS A RESULT OF THE SPRINKLER INSTALLATION TO MATCH EXISTING OR NEW FINISHES AS 31. ALL NEW SPRINKLER BRANCH PIPING SHALL BE A MINIMUM OF 1 & ABBREVIATIONS REQUIRED. INCH AS PER NFPA 13 - 2013, CHAPTER 8. 23. ALL EXPOSED PIPING IN FINISHED AREAS SHALL BE PAINTED IN A 32. ALL PIPING AND VALVES SERVING BUILDING SPRINKLER AND/OR COLOR APPROVED BY THE ENGINEER. FINISHED PAINTING OF STANDPIPE SHALL BE PAINTED IN ACCORDANCE WITH BC CHAPTER DATE PIPING FOR THIS CONTRACT SHALL BE DONE BY THE GENERAL 9, CHAPTER 33 AND NFPA 14 - 2013. 513117 CONTRACTOR. THE SPRINKLER CONTRACTOR SHALL INSTRUCT THE GENERAL CONTRACTOR IN THE IDENTIFICATION OF PIPING TO BE 33. ALL SPRINKLER AND STANDPIPE PIPING AND HANDLES SHALL BE PROJECT NUMBER PAINTED. PAINTED IN ACCORDANCE WITH NYS BUILDING CODE SECTION 2017.025 903.6 AND 905.11. 24. REVIEW OF SHOP DRAWINGS BY ENGINEER SHALL BE LIMITED TO K DRAWN BY ONE REVIEW, AND A SECOND REVIEW OF ANY REQUIRED - JD RESUBMITTED DATA. IF ENGINEER IS REQUIRED TO RETURN SHOP a THIRDDRAWINGS FOR A E CONTRACTOR S LIABLE FORPAYING ENGINEER SUBMITTAL D OR TIMESPENT GDA SCALE AS NOTED ON SUBSEQUENT REVIEWS AS PER THE ENGINEERS STANDARD HOURLY RATE SCHEDULE. x a �j R { �� DRAWING NUMBER nn �r x268 �p4 e 00M00 OF N Y a" SEAL SHEET NO: 1 OF s G .. ..: ,,,..,.:. ... .,w.,,.v. ':..,.... .,.rte,. ;,:.Y.'. ..,C^.. ".al�T`.<`ic',' : .:.:.:.. ,..•u:. .•:"°a" ., ..... ..,,. La�.i'i'„ iin&i::' :.'�`,`>�:. ........ •JY"A':" '$:: MMI: : NORTH FORKI SC LLC 700 BOISSEAU AVE, SOUTHOLD, NY KEY NOTES O DRY PIPE MAINS SHALL BE PITCHED BACK M RISER AT -/10' OR PIPE RUN TO ACCOMMODATE DRAINAGE. O PROVIDE 2' CLEAR AROUND FIRE PUMP ASSEMBLY. PROVIDE .360 CLEAR IN FRONT OF CONTROL PANEL CONTRACTOR SHALL INSTALL 10 PIPE DIAMETERS OF PIPE UNDIVERTED INTO THE SUCTION SIDE OF THE PUMP. ISSUE DESCRIPTION DATE BY ::.T. . ISSUED TO DOH 05.03.17 CP X ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 (:TP 'NM ......... PLUMBING UPDATES 06.13.17 CP k REVISED PER DOH COMMENTS 07,11.17 CP 0— ISSUED FOR DOB APPROVAL 03.23.18 CP C-1 A 101. 3 ... ...... . VY40 VX2 ph C'_1 0 3" U.- Ilk ........... 4 p sr L 10, DRY VALVE ASSEMBLY, NEW 3 VICTAULIC MODEL 768N-VOR WITH Y2HP COMPRESSOR MODEL 7C7. DO NOT SCALE PLANS 3" COORDINATE LOCATION WITH PLUMBING AND ELECTRICAL 0 ARCHITECT OF RECORD EQUIPMENT IN FIELD. 311 3" SPRINKLER UP 30 DRY 30 0 lv. SPRINKLER.UP I Terjesen Associates, Architects NEW DCDA BACKFLOW PREVENTION 248 West 35th Street 11th Floor New York, NY 10001 DEVICE INSTALLED BY PLUMBING 40— C1 i CONTRACTOR. SPRINKLER WORK 212,239,1526 Fax: 212.736.7899 BEGINS AT BACKIFLOW ASSEMBLY .......... E-mail: info@terjesenarchitects.com OUTLET CONTROL VALVE. EXISTING 4" FIRE SERVICE TO REMAIN. 3 luk MECHANICAL ENGINEER VY40 t. EP EVR=73 110 William Street 32nd Floor New York, NY 10038 -. .. ......n M: 212.257.6190 Fax: 212.994.8091 www.EPENGINEERING.com ............................................................................................................................-........... ....................................................................... STRUCTURAL ENGINEER Engineering Firm M. Address Phone Fax: E-mail: PROJECT SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY DDL r n lNffL LCR CONSTRUCTION PL A IV - CAE. Z.L A R DRAWING TITLE F-11 SCALE: 3/16"=1'-0* SPRINKLER pw CONSTRUCTION PLAN CELLAR p DATE 716/17 PROJECT NUMBER 2017.025 DRAWN BY ........ JD pED Apc SCALE AS NOTED DRAWING NUMBER M Lor I I t 2 1 1� —3- 0268 yp fi Em% 00% SF =300 . ul: OFN ......... SEAL SHEET N0. 2 OF 7 3W .......... ......... ..... M—W ...... ..... PLAN NOTES NORTH FORK ,i 1. NEW 1 INSPECTORS TEST CONNECTION, CHECK VALVE AND GAUGE PIPED TO EXTERIOR. PROVIDE ACCESS DOOR IN STORAGE ROOM AS REQUIRED. S C LLC 700 BOISSEAU AVE, SOUTHOLD, NY 10 10, KEY NOTES O NEW 1* INSPECTORS TEST CONNECTION, CHECK VALVE AND GAUGE PIPED TO EXTERIOR. PROVIDE ACCESS DOOR IN STORAGE ROOM AS REQUIRED. 10' 10' 1y4" DRY PIPE MAINS SHALL BE PITCHED BACK TO RISER AT Y4-110- OR PIPE RUN TO ACCOMMODATE DRAINAGE. 5'--0* MIN. 5'-0" MIN. vzr 1 " z x. ISSUE. DESCRIPTION DATE BY ISSUED TO DOH 05.03.17 CID ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP PLUMBING UPDATES 06.13.17 CP PRINR ER SECTION VIEW - A T TIC - SCALE: NTS REVISED PER DOH COMMENTS 07.11.17 CP 77 ISSUED FOR DOB APPROVAL 7.23.18 CP 2 I.-3- DRY SPRINKLER DN VX 13' X- W iXW %ff N L3' L3 X L3- t3- t3-%. L3' L3- L3' 1X % % ly, JY4"--c X JY4*—.c X IY4-' ly4"—"c x 1y4"__"c 2' 1y4"__c 3' 1,V4*---c 3' 1y4"___C 3' 1y4"___c 3' 1y4'____c 3' ly4p---c x 1r lr 1r s_.-C:o DO NOT SCALE PLANS ARCHITECT OF RECORD js—C 3. C N............ ___-C I C C . 1*--c 3. ..-.-C .................. Terjesen Associates, Architects ...................... ...... ............ ........... .................................. . ............. . ........ ill.. ........... . . .. .... ......... . ..... . ..... ......................... ........ ............. ... ..... ........ . ...................... .......... ...... ............ .... ................ ............ 248 West 35th Street 11th Floor New York, NY 10001 0 0 0 0 0 212.239.1526 Fax: 212,736.7899 0 E-mail: info@terjesenarchitects.com . .............. . .................. . ... .......... ...... ...... ............ ............ . .... . .. ...... ..................... ................. ........... ............. ......... ... .......... ................. . ........ ....... .. ..... ............................... ............................... ....... ............ ................. ............. ................- - ........ ........ . ..... .......... M"E: 6RNI6XL" IKEE' ep 110 William Street 32nd Floor New York, NY 10038 212.257.6190 Fax: 212.994.8091 k www.EPENGINEERING.com ._.......... .......... .......................... STRUCTURAL ENGINEER Engineering Firm Address Phone Fax: E-mail: 1Y 1Y 1y4N 1-V4 04 IIA 114" PROJECT 114 1y4 14 1y4 1y4 114 %4_4 14-1 3. 3N 3' L3' SOUTHOLD ASC L3- L3- L3_ L3- .......... ... .......... ........... 3 DRY SPRINKLER DN 2 700 BOISSEAU AVENUE SOUTHOLD, NY DRAWING TITLE SPRINKLER CONSTRUCTION PLAN ATTIC DATE 5/5/17 PROJECT NUMBER 2017.025 DRAWN BY ........ JD SCALE AS NOTED Cr DRAWING NUMBER m RUCTION PL AN - A TTIC. PRIIVffL ER CONS T 0 6 F3 SCALE: 3/16"=1'-0m ■ 0 0 OF No 77 4 1 4 1 4 4 4 4 4 1 4 1 4 4 V� SEAL SHEET N0: 4 OF 7 .......... _�AV. MK� V."�.: W 1°S VAL VE SCHEDULE � NORTH FORK ,, TYPE ABBREVIATIONS DESCRIPTION SIZE GATE GLOBE CHECK BALL PLUG BAI.AN. REMARKS ABBREV. DESCRIPTION WET SPRINKLER PIPING 2' AND BELOW GVr GLVT` CVr BVr -- -- --- BVr BALL VALVE THREADED — 2—PIECE. FULL PORT, 400 PSI, BRONZE S C LLC CBF CALIBRATED BALANCING VALVE, BRONZE € 700 BOISSEAU AVE, SOUTHOLD, NY WET SPRINKUM PIPING 2-1/2 AND LARGER GVF -- CVF -- -- -- — ROOF CVF CHECK VALVE FLANGED — IBBM :. ...,,::.:,,,. .:.,.,,..:...:::... ...... :: .w,. .. x. CBV DRY SPRINKLER PIPING 20 AND BELOW GVF CVF GVF GATE VALVE FLANGED — IBBM TO 48 ATTIC SPRINKLERS TO 64 ATTIC SPRINKLERS -- -- -- --- GVr GATE VALVE THREADED — BRONZE GLVT GLOBE VALVE THREADED — BRONZZE DRY SPRINKLER PIPING 2-1/2` AND LARGER -- -- — BVr -- -- --- PGVF PLUG VALVE FLANGED — AGA APPROVED DRAIN PIPING ALL GVF FIRE PUMP RDOM PIPING ALL -- -- -- -- PGVF -- --- FIRE PROTECTION PIPE AND FITTING SCHEDULE PIPE FITTING ABBREVIATIONS ATTIC F ................. . . ....................... . DESCRRIPTION SIZE TYPE SCHEDULE TYPE RATING REMARKS ABBREY. DESCRIPTION .. . .... ................................................ AWWA AMERICAN WATER WORKS ASSOCIATION «rm:'r:,a'>:x:..x::::::x:;" x.:.,,,x' '.:xr.,:,.x: w:.a:: 'wxa •r;e¢�xx: six:. .:xmxmr;:";:,?:c:. '' ,;..:x::::x':r«waa..:ow. mKasa�. ::::::: i. WET SPRINKLER PIPING 20 AND BELOW STL—BLK 40 MIT STD --- 5R—BL K BLACK STEEL SEAMLESS 3» 3» ISSUE: WEr SPRINKLER PIPING 2-1/2' AND LARGER STL—BLK 10 GRV STD --- LL FLANGE DARD3» DESCRIPTION DATE BY STDG TO 79 ATTIC SPRINKLERS g ISSUED TO DOH 05.03.17 CP MIT MALLEABLE IRON THREAD DRY SPRINKLER PIPING 20 AND BELOW GALV. 40 MIT STD ALL FITTINGS TO BE GALVANIZED ISSUED FOR CONSTRUCTION 05.05.17 CP GRV GROOVED JOINT SYSTEM FRTINGS/OOUPUNGS ISSUED FOR ADDENDUM 1 05.19.17 CP GALV GALVANIZED STEEL DRY SPRINKLER PIPING 2-1/2' AND LARGER GALV. 10 GRV STD ALL FITTINGS T+0 BE GALVANIZED PLUMBING UPDATES 06.13.17 CP REVISED PER DOH COMMENTS 07.11.17 CP DRAIN PIPING ALL GALV. 40 MR/GRV STD ALL FITTINGS TO BE GALVANIZED ISSUED FOR DOB APPROVAL 03.23.18 CP ALL PIPING TO BE PAINTED IN ACCORDANCE FIRE PUMP ROOM PIPING ALL GALV. 40 FL,/GRV STD WITH NYC LOCAL LAW 58 OF 2009 1ST FLOOR 3` 3' w 's PUMP SCHEDULE 3' TO 27 ATTIC SPRINKLERS F HEAD SHUTOFF PRESSURE RELIEF ELECTRICAL MANUFACTURER EQUIPMENT TAG LOCATION SERVICE PUMP TYPE FLUID GPM � ) (�I) VALVE SETTING REMARKS PLUKFILOW ASSEMBLY BY MBING CONTRACTOR (�) HP VOLTAGE PHASE RPM MODEL NO. SP/C-1 CELLAR SPRINKLER INLINE WATER 30Q 55 62 60 25 208 3 3550 A/C FIRE PUMP __ 4x4x7F JP/C-1 CELLAR SPRINKLER INSLINE WATER 10 60 80 65 1 208 3 3500 GRUNDFOS CR3-6 NOTES: • r 1. PROVIDE A/C CONFlGUPAC SKID MOUNTING FOR SPRINKLER BOOSTER PUMP, JOCKEY PUMP AND ALL ASSOCIATED CONTROLLERS. CELLAR 2. PROVIDE OPTIONAL AUTOMATIC TRANSFER SWITCH FOR SPRINKLER BOOSTER PUMP ASSEMBLY. COORDINATE INSTALLATION WITH ELECTRICAL CONTRACTOR IN FIELD. SP JP DO NOT SCALE PLANS - ARCHITECT OF RECORD SPRINKLER HEAD SCHEDULE RY VALVE ASSEMBLY Terjesen Associates, Architects MANUFACTURER PR/NKL ER RISER D/A GRA NI 248 West 35th Street 11th Floor New York, NY 10001 DISCHARGE SYMBOL TYPE STYLE RESPONSE COVERAGE COLOR COEFFICIENT (K) ORIFICE TEMPERATURE MODEL SIN S 1 SCALE: NTS 212.239.1526 Fax: 212.736,7899 x. E-mail: info@terjesenarchitects.com RELIABLE DDNCEALED® PENDENT TE STANDARD QUICK STANDARD WITH 5.6 7�' 1657 FM LISTED AS STANDARD RESPONSE x: ...............:.... . :' .».......n.,.,s........ .x.,.:,b... .... .... .: x. . . 65-56 RA3415 MECHANICAL ENGINEER R RELIABLE <y �p O UPRIGHT STMDARD QUICK STANDARD WITH��. 5.6 1�` 165F --- EP M G F1 FR56 RA1425 110 William Street 32nd Floor New York, NY 10038 HORIZONTAL 28'x8' 016.9PSI COORDINATE RELIABLE 212.257.6190 Fax: 212.994.8091 C D INDE1NALL STANDARD DRY QUICK 28'x10' 025PSI WITH ARCHITECT 5.8 J¢` 155E --- ;: www.EPENGINEERING.com DH56HSW RAI 664 NOTES: STRUCTURAL ENGINEER E Engineering Firm 1. FINAL COLOR SELECTION TO BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION. Address 2. SPRINKLER HEADS SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. Phone Fax: 3. SPRINKLERS SHALL BE FREE OF ALL FOREIGN SUBSTANCES SUCH AS PAINT OR PRIMER. SPRINKLERS WITH ANY VISIBLE DEFECTS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. E-mail: I PROJECT Y SOUTHOLD ASC 700 BOISSEAU AVENUE SOUTHOLD, NY a; DRAWING TITLE SPRINKLER RISER DIAGRAM, & SCHEDULES a DATE 513117 PROJECT NUMBER 2017.025 DRAWN BY JD EO ARC SCALE AS NOTED cc U �Ci DRAWING NUMBER M owl& � 00no Aft .kla 0268 FN SEAL SHEET N0. 5 OF • � 3" T: INORTH FORK :j ..... ..... ... ...,... .................................. ... ...................................... .......... 8 9 1 2 SC LLC € 12 PRODUCT LEGEND EXISTING WF STEEL MEMBER ' 101 DRAIN RISER wCr Cep 700 BOISSEAU AVE, SOUTHOLD, NY ' 2 RISER 5 6 ' " ' 3 VIC MECHANICAL CONCRETE ANCHOR HILTI—KWICK BOLT, 13 ® 4 NOT USED SERIES HDI, OR APPROVED EQUAL ® INSTALLATION SHALL BE IN ACCORDANCE WITH ® 5 VIC FIRELOCK BUTTERFLY VALVE SERIES 705W THE MANUFACTURERS RECOMMENDATION. 6 VIC FIRELOCK CHECK VALVE SERIES 717 ,r t, 7 VIC FIRELOCK ZONE CONTROL RISER MODULE SERIES 747M METAL DECK .� 8 VIC FIRELOCK 90 DEG ELBOW No. 001 �'''�'•wk 9 VIC FIRELOCK EZ RIGID COUPLING STYLE 009 OR RIGID STEEL RETAING STRAP rsom= + COUPLING STYLE 005 b 10 TO SPRINKLER SYSTEM COUPLER 00 I 11 UL LISTED FM APPROVED FLOW SWITCH (SYSTEM SENSOR MODEL WFD 4 12 PRESSURE GAUGE g ® 3 7 13 ISOLATION VALVE FOR GAUGE ROD (SIZE AS REQUIRED) I " 14 NOT USED ® 15 SHUT OFF VALVE (OFFSET HANDLE FOR ACCESS ON BOTH /1$ SIDES \\ 16 SITE GLASS (VISIBLE FROM BOTH SIDES 17 16 15 ® 17 TEST AND DRAIN VALVE HANDLE ON BOTH SIDES) PIPE 18 GROOVED DRAIN CONNECTION z 61 SEE VICTAUUC SUBMITTAL NUMBER 10.96 i; NOTE: *CLEVIS HANGER FIRELOCK ZONE CONTROL RISER MODULE 1. REFER TO VICTAULIC SUBMITTAL 10.96 FOR ADDITIONAL DETAILS. F ISSUE: CAN BE MOUNTED IN THE HORIZONTAL OR ZONE CONTROL RISER VALVE ASSEMBLY DESCRIPTION DATE BY VERTICAL UPFLOW POSITION WITH ISOLATION VALVE 8c CHECK VALVE * CLEVIS HANGERS REQUIRED ON PIPING LARGER 1". ISSUED TO DOH 05.03.17 CP GENERAL PURPOSE HANGERS MAY BE USED ON PIPING 1" OR SMALLER. y' ISSUED FOR CONSTRUCTION 05.05.17 CP ISSUED FOR ADDENDUM 1 05.19.17 CP T YP/CAL FL 0O CONTROL VA VEASSEMBL Y T YP/CAL HANEER DETAIL PLUMBING UPDATES 06_ CP REVISED PER DOH COMMENTS 07.11.17 CP SCALE: NTS 2 SCALE: NTS ISSUED FOR JOB APPROVAL 03.23.18 CP s: p 21 3 MINIMUM PIPE SIZES 35 17 6 16 (NOMINAL) _ CLOSED 25 PUMP RATING SUCTION (IN.) DISCHARGE (IN.) 33 SPRINKLE 7 — - (G ) Air Compressor And 2 11 200 3` .3 Maintenance Device As 11 11 g r 250 2h3 Required ; oe 300 4" 4' 4 4 1 400 4 4 To Sprinkler System 14 r w 18 5 2 3 4�Q 5" 5" 2 35 MODEL PDRP-1001/PDRP-2001 8 13 500 5" 50 ' CONTROL PANEL 10 515 750 6� 6� 24 moa 26 TROUBLE 1O 6 1 4 9 1.000 g 6 00 & ALARM g NOTES: 0o ANNUNCIATORS ` 19 12' MIN. 12` MIN. 1. SIZING FROM NFPA 20 — 2007, TABLE 5.25(a) SHOWN 14 30 FOR REFERENCE ONLY. 15 0 29 ( FIRE PUMP/SPRINKLER BOOSTER g@CONCRETE PAD 12" A.F.F. (MIN.). 19 CONCRETE BASE (IF 2. ACTUAL DIAMETER OF PUMP FLANGE IS PERMITTED TO DO NOT SCALE PLANS PUMP BASE TO EXTEND MIN. 4 BEYOND FLOOR MOUNTED) BE DIFFERENT FROM PIPE DIAMETER. 13 0 4 BEDPLAIE a 120 VAC O HARGE PRESSURE GAUGE. 3.5` ©DISCHARGE TO SYSTEM 3. SUCTION SIZE ONLY APPLIES TO 11iE PORTION OF 23 2 DISC' 0 10 4 ARCHITECT OF RECORD MIN. DIAL DIAL READINGS FROM ELBOW SUPORT SUCTION PIPE LOCATED WITHIN 10 PIPE DIAMETERS OPSI TO TWICE PUMP RATED 10 @ SUCTION SUPPLY UPSTREAM OF OF THE PUMP SUCTION FLANGE. 21 12 DISCHARGE PRESSURE (200PSI MIN.) `A p 11 OS&Y GATE VALVE (W/VALVED COPPER OR BRASS GENERAL NOTES: Terjesen Associates Architects 03 SUCTION PRESSURE GAUGE. 3.5" O BY—PASS ON VALVES 6" & LARGER)®1/2` PIPE SIZE 1. RELIEF VALVE PIPED BACK TO PUMP SUCTION UNE AS 17 20 0 248 West 35th Street 11th Floor New York, NY 10001 MIN. DIAL. DIAL READINGS FROM PER N.Y.0 BUILDING CODE, APPENDIX Q SECTION 212.239.1526 Fax: 212.736,7899 OPSI TO TWICE PUMP RATED @ CONCENTRIC DISCHARGE INCREASER @ JOCKEY PUMP 9.1.5(2)(g). 18 SUCTION PRESSURE (100PSI MIN.) CONTROLLER 2. SUCTION AND DISCHARGE PIPING, FITTINGS, VALVES, ETC. 22 31 E-mail: info@terjesenarchitects.com g. ECCENTRIC TAPERED SUCTION GLOBE VALVE TO BE SCREWED OR FLANGED TYPE. 4 CASING RELIEF VALVE (PIPED TO @ @ «., ,,. :•�-.. «.,............... .` .. O FLOOR DRAIN) REDUCER/INCREASER (WHERE 3. PRESSURE RATING OF ALL COMPONENTS SHALL BE 20 MECHANICAL ENGINEER SUCTION PIPE AND PUMP SUCTION @ 1/4" PLUG GREATER THAN THE SUM OF THE PUMP SHUTOFF AIR RELEASE VALVE FLANGE ARE NOT SAME SIZE) PRESSURE AND THE PUMP SUCTION PRESSURE. 3 " _ " EP G1"" �"'S Q FULL SIZE BY—PASS 7 6 110 William Street 32nd Floor New York, NY 10038 fr ®3" NPT PRESSURE RELIEF VALVE 14 FIRE PUMP CONTROL PANEL 2$ PIPED BACK TO SECTION SIDE OF 5 212.257.6190 Fax: 212.994.8091 PUMP (PRESSURE SETTING PER FIRE 15 PRESSURE SWITCH 32 www.EPENGINEERING.com PUMP SCHEDULE) O.S.&Y.GATE VALVE 16 8 DETECTORS STRUCTURAL ENGINEER O7 SIGHT CONE & GLASS W/ OPENING 9 Engineering Firm FOR TEST VALVES 1 BRONZE CHECK VALVE W/ 3/32- ORIFICE g O ORIFICE IN CLAPPER 7 3 4 PRODUCT LEGEND Address ®CHECK VALVE (USE SPRING CHECK 18 JOCKEY PUMP IN VERTICAL OR SWING CHECK IN 2 From Source a ro oc ro on a see Submittal Vic Quick Riser � Phone Fax: HORIZONTAL POSITION) fdSeries l-ock Rigid "a (Optional)as 005. 009 E-mail: Drain wn o n unR u "' PROJECT SCHEMA TIC DIA GRA M OF FIRE PULP DETA/L -- - — — — — -- --- — — — -- ------ — -- m naor arm roaauro w lona s n CheckValve - - '° ro – ° °– "° °�° " SOUTHOLD ASC 3 SCALE: NIT; -n- n% ec rAssembly a r Motor arm no 16 12 Alarm a 700 BOISSEAU AVENUE 12 s m 49 o °rain° Pressure Gauge - - ° SOUTHOLD, NY 7 10 1 5 s — enolValve _W EPS10—ZV or - Supervisory Switchona 18 1 m aauro u e - i o w I _ ws 11 water re�asurein e _ ow _ a DRAWING TITLE 19 o17 Water ro n Connection.an ana SPRINKLER 5: I 9 eValve CONCEALED PIPING PIPING EXPOSED TO VIEW em main rainValve '27• 6 anus Ball Check Volvo°" DETAILS �IOR WAL1rS s er INTERIOR WALLS nn er - u.c Model - em naor n ana Not Used if -29" c u n: em sensor PLAN NOTES: - u ery m Sensor o nz DATE 1 STANDARD WEIGHT STEEL PIPE POURED IN PLACE O SEAL OR CAULK SLEEVES THRU FIRE WALLS IN 31 19 roue em sensorPolarized P1224MC (RED). 5/5/17 SMOKE TIGHT MANNER AND TO MEET FIRE RATING 24VDC Polarized ow, Sensor 2 CENTER PIPE IN SLEEVE OF WALL (REFER TO ASTM E-814 ree rTe-7-rise an ix pe re or PROJECT NUMBER m Sensor 5621 5601P 3 SEALING AND ANCHORING COLLAR WATERSTOP ( ) 42017.025 ( ) 8 TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES rMaintenance ce i au w ressure switch 4 SEAL SLEEVE WITH TIGHTLY PACKED OAKUM AND g STANDARD WEIGHT S1EEL PIPE SLEEVE OF SIZE TO PASS Full Open ro ona Water Column ram no shown ck POURED LEAD OR OTHER WATERPROOFING MATERIAL PIPE AND INSULATION. PLUS GAP AS REQUIRED BY LOCAL ISO ouz DRAWN BY (PROVIDE FIRE RATED SEALANT IN FIRE RATED WALLS) CODES. (25 GA. SPLIT TVALL SLEEVE ALSO ACCEPTABLE) LEFT SIDE VIEW FRONT VIEW U fFM APPROVED WC — — — o ume DRII�JN O COAT EXTERIOR SURFACES WITH TAR COMPOUND 10 FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND REC ARC SCALE OR OTHER WATERPROOF MATERIAL OF SIZE TO COMPLETELY COVER OPENING O PIPE AND INSULATION TO BE CENTERED IN 11 FINISHED WALL SURFACE C, AS NOTED SLEEVE— DO NOT SUPPORT PIPE FROM SLEEVE tk v DRAWING NUMBER DR Y VA L VE A SSEMBL Y DETAIL m N IR U PIPE SL EE VES THRU WA L L DE TA A5 SCALE: NITS '�� 6B y© S r =60" 0 ou"' of N 4j SCALE: NTS SEAL SHEET N0: ( OF , :. �fie <.,. :€:° ..... .. „ „ , ,,, ,,, ,,,,, ,. a.. • ;: ,.fir .«..�. ...,�,.. ....�.... ....: „ °' .. ... ........ ......,:. ..... .,.,...., ... ... ._:�.. .. .. ............ .. _ .... ..: o ....... ...,..., .. .... .... ... <........... .. ..x. ... xys:d:'i°.i":' ..n,nx. i::"5" ci%4AR: : .,' :.. ..: ''i'�t.' ..... ..... -:::::: .......... ........ ..... ... .. ,.x .. ..... ...7..::. .FR .,..x... .,.. : .... ...... . .,.,.. ...�. ., .......... ...x. ...... fix... ...:`.., ..... 3` ........ COORDINATION PROCESS. GROOVED ENDS BLACK ENAMEL COATED DUCTILE SPRINKLER SIDECIFICATIONS: GENERAL CONTRACTOR. THE ENGINEER IS NOT RESPONSIBLE FOR THE DOOR BUTTERFLY VALVES: [CULUS, Elul] 300 PSI, GR , : NORTH FORK THE ENGINEER WILL RESPOND TO QUESTIONS THAT ARISE FROM THE COORDINATION PROCESS. IRON BODY. ELECTROLESS–NICKEL COATED DUCTILE IRON DISC, WITH PRESSURE–RESPONSIVE SPECIALTIES: DRAWINGS SUBMITTED WILL BE REVIEWED FOR CLEARLY IDENTIFIED CONFLICTS ONLY. SOLUTION ELASTOMER SEAT AND STAINLESS STEEL STEM. (STEM SHALL BE OFFSET FROM THE DISC TO CONFLICTS WILL NOT BEAR ADDITIONAL COST. CENTERLINE TO PROVIDE COMPLETE 360–DEGREE CIRCUMFERENTIAL SEATING.). COMPLETE WITH DELUGE, PREACTION, DRY VALVES: PROVIDE A PRE–ASSEMBLED S769 NXT DELUGE/S769 NXT WORK OF THIS SECTION SHALL BE GOVERNED BY THE CONTRACT DOCUMENTS. PROVIDE WEATHERPROOF ACTUATOR AND PRE–WIRED SUPERVISORY SWITCHES. VICTAULIC SERIES 705 PREACTION/S768 NXT DRY FIRE PROTECTION VALVE MOUNTED COMPLETELY WITHIN A 12 GAUGE MATERIALS, LABOR, EQUIPMENT AND SERVICES NECESSARY TO FURNISH, DELIVER AND INSTALL SHOP DRAWINGS FIRELOCK®OR SERIES 707C FIRELOCKO. VICTAULIC FIRELOCK®SERIES 765 SHALL BE USED FOR STEEL CABINET. CABINET SHALL BE COATED WITH RED ASA-61 ELECTROSTATICALLY APPLIED ALL WORK OF THUS SECTION AS SHOWN ON THE DRAWINGS, AS SPECIFIED HEREIN, AND/OR AS PROVIDE HYDRAULIC CALCULATION SUMMARY ON SHOP DRAWINGS INCLUDING DESIGN CRITERIA, HIGH PRESSURE SYSTEMS UP TO 365 PSI CWP. POLYESTER POWDER COATING. UNIT SHALL BE UL LISTED AND FM–GLOBAL APPROVED WITH ALL <' S C LLC REQUIRED BY JOB CONDITIONS. PRESSURE AND GPM REQUIRED, PRESSURE AND GPM AVAILABLE. MATERIALS AND WIRING CONFORMING TO NEPA REQUIREMENTS. UNIT SHALL BE PROVIDED WITH GATE VALVES: [CULUS, FM]. 2-1/2' THROUGH 12" SIZES OS&Y GATE VALVES: 250 PSI, ALL NECESSARY NXT VALVES, SWITCHES, GAUGES, AND AIR SUPPLY SYSTEM FOR PROPER 700 BOISSEAU AVE, SOUTHOLD, NY 'I AND INDICATE A GENERAL ARRANGEMENT OF WORK. GENERAL GROOVED ENDS. DUCTILE IRON BODY CONFORMING TO ASTM A-536, CAST IRON YOKE AND OPERATION AND SHALL BE PRE–WIRED TO A CONTROL PANEL ALL EXTERNAL ELECTRICAL DRAWINGS ARE DIAGRAMMATIC A LABEL OCCUPANCY OF ALL SPACES. CLEARLY LABEL ALL PIPING AND EQUIPMENT INCLUDING t CONCEPTS INDICATED MUST BE FOLLOWED OR BETTERED. THE BID SHALL INCLUDE DESIGN HANOWHEEL CONFORMING TO ASTM A-126-8; EPDM COATED ASTM A-126–B CAST IRON DISC; CONNECTIONS SHALL BE ACCESSIBLE THROUGH AN ENCLOSURE ON THE OUTSIDE OF THE OFFSETS, ADDMO14AL PIPING, VALVES AND FIRE PROTECTION EQUIPMENT AND COMPONENTS AS SIZES, MAKES, MODELS, ETC. ASTM B1fi BRASS RISING STEM; FLANGED AND EPDXY COATED CAST IRON BONNET; EPDM 0–RING CABINET. WATER INLET, SYSTEM SUPPLY, AND DRAIN CONNECTIONS SHALL BE GROOVED FOR EASE REQUIRED TO MEET CONSTRUCTION CONDITIONS FOR PROPER OPERATION. DO NOT SCALE LL HEIGHT BUILDING CROSS SECTION INCLUDING SPRINKLER RISER DIAGRAM. STEM SEALS AND BODY GASKET. VICTAULIC SERIES 771. OF INSTALLATION. VICTAULIC STYLE 745 FIRELOCK FIRE–PAC. DRAWINGS. CONSULT ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR SPACE CONDITIONS AND PROVIDE A FU FIXTURES. DEVELOP AND SUBMIT COORDINATION DRAWINGS. CHECK VALVES: [CULUS, FM] CONTRACTOR TO PROVIDE NEW (LESS THAN 1 YEAR OLD) WATER FLOW DATA WHICH SHALL BE MULTIPLE–USE FLEXIBLE DROP SYSTEM: [CULUS, AND/OR FM] IN LIEU OF RIGID PIPE OFFSETS ADDITIONAL \ UTILIZED TO HYDRAULICALLY CALCULATE FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13. » OR RETURN BENDS FOR SPRINKLER DROPS, THE VICTAULIC VICFLEXTM MULTIPLE–USE FLEXIBLE THE WORK UNDER THIS SECTION SHALL INCLUDE ALL INCIDENTALS, LABOR, MATERIAL, EQUIPMENT, 2 THROUGH 3 SIZES SPRING ASSISTED: BLACK ENAMEL COATED DUCTILE IRON BODY, ASTM APPLIANCES, SERVICES, HOISTING, SCAFFOLDING, SUPPORTS, TOOLS, CONSUMABLE ITEMS, FEES, A-536, GRADE 65-45-12, NON–SLAM TILTING DISC, STAINLESS STEEL DISC AND SPRING, BRASS STAINLESS STEEL SPRINKLER DROP SYSTEM MAY BE USED TO LOCATE SPRINKLERS AS REQUIRED LICENSES, AND ADMINISTRATIVE TASKS REQUIRED TO COMPLETE AND MAKE OPERABLE THE FIRE AS T9L11LT DI2AIMNGS BY FINAL FINISHED CEILING TILES AND WALLS. THE DROP SYSTEM SHALL CONSIST OF A BRAIDED SHAFT, 365 PSI. VICTAULIC SERIES 717H. TYPE 304 STAINLESS STEEL FLEXIBLE TUBE, ZINC PLATED STEEL V NPT MALE THREADED NIPPLE PROTECTION WORK AS INTENDED. 4"(DN100) THROUGH 12" SIZES SPRING ASSISTED: BLACK ENAMEL COATED DUCTILE IRON BODY, OR VICTAULIC FIRELOCK IGS GROOVE STYLE 108 COUPLING FOR CONNECTION TO BRANCH–LINE PROVIDE A COMPLETE SET OF AS–BUILT DRAWINGS REFLECTING AS INSTALLED CONDITIONS. AS–BUILT ASTM A-536, GRADE 65-45-12, ELASTOMER ENCAPSULATED DUCTILE IRON DISC SUITABLE FOR CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AS NECESSARY TO PROVIDE A DRAWINGS SHALL INDICATE ALL INSTALLED CONDITIONS OF SYSTEMS WITHIN THIS DISCIPLINE DRAWINGS PIPING, AND A ZINC PLATED STEEL REDUCER WITH A 1/2" OR 3/4" NPT FEMALE THREAD FOR \ THE INTENDED SERVICE STAINLESS STEEL SPRING AND SHAFT WELDED–IN NICKEL SEAT 250 PSI. COMPLETE INSTALLATION INCLUDING COORDINATION, SYSTEM CHECK OUT AND START UP ON EACH SHALL BE OF SIMILAR SCALE AS THE CONSTRUCTION DOCUMENTS AND INCLUDE DETAILS AS NECESSARY TO VICTAULIC SERIES 717. DESIGNED TC ACCEPT A RISER CHECK KIT. VICTAULIC SERIES 717R. CONNECTION TO THE SPRINKLER HEAD. FLEXIBLE DROPS SHALL BE INSTALLED PER NEPA 13 – CLEARLY REFLECT THE INSTALLED CONDITION. DRAWINGS SHALL BE BOUND IN A COMPLETE AND 2007 AS MODIFIED BY NYC BUILDING CODE – APPENDIX Q SECTION 9.2.1.3.3.1 OR LOCAL AHJ. ITEM AND SYSTEM. CONSECUTIVE SET. SUPPLEMENTAL SKETCHES AND LOOSE PAPERWORK WILL NOT BE ACCEPTABLE AND WILL CONTRACTOR TO PROVIDE ADDITIONAL HANGERS AS REQUIRED BY CEILING CONSTRUCTION. THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS BE RETURNED FOR REVISION. THE CONTRACTOR SHALL COMPLY WITH THE ENGINEERS COMMENTS TO ZONE CONTROL RISER MODULE: [UL, ULC, FM] GROOVED END RISER CONTROL MODULE FLEXIBLE DROPS SHALL BE INSTALLED AS PER ALL MANUFACTURER'S INSTALLATION GUIDELINES. AND PLANS, OF THE EXACT DIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED PRODUCE A CLEAR AND CONCISE SET OF DRAWINGS. DRAWINGS SHALL BE SUBMITTED IN BOTH HARD COPY CONSISTING OF AN ORANGE ENAMEL COATED DUCTILE IRON BODY, SYSTEM SENSOR MODEL WFDN VICTAULIC VICFLEX DRY SPRINKLER: IN LEIU OF RIGID CONNECTIONS TO DRY SPRINKLER HEADS, CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR PIPES ARE TO BE PLACED AND ARRANGE HIS AND ELECTRONIC. / WFDNTH VANE TYPE WATER FLOW DETECTOR, INTEGRAL DRAIN AND TEST, PRESSURE GAUGE A VICTAUUC VICFLEXTM DRY SPRINKLER, MODEL VS1, MAY BE USED. THE SPRINKLER SHALL i EDULE OF INTERIOR FINISHES AS INDICATED ON THE AND OPTIONAL PRESSURE RELIEF VALVE. VICTAULIC SERIES 747M DESIGNED FOR NFPA-13 PROVIDE VERTICAL OR HORIZONTAL FLEXIBLE CONNECTION WITH A BEND RADIUS OF 2", AND :; WORK IN ACCORDANCE WITH THE SCH ARCHITECTURAL DRAWINGS. PROVIDE "AS–BUILT DRAWINGS" INDICATING IN A NEAT AND ACCURATE MANNER A COMPLETE RECORD OF ALL COMMERCIAL REQUIREMENTS, AND WORKING PRESSURES TO 365 PSI. ALLOW FOR UP TO 4 BENDS. REVISIONS OF THE ORIGINAL DESIGN OF THE WORK. INDICATE THE FOLLOWING INSTALLED CONDITIONS: E MANUFACTURER OF PRESSURE RELIEF VALVE: SHALL BE PROVIDED IN ALL INSTANCES WHERE SPRINKLER SYSTEM MANUFACTURERS QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN THE INCLUDE ALL CHANGES AND AN ACCURATE RECORD, ON REPRODUCTIONS OF THE CONTT2ACT DRAWINGS OR Z1QTE: PRIOR TO PURCHASE THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS STATING THE STATIC (NONFIRE) CONDITIONS MAY EXCEED 175PSI. WHERE STATIC CONDITIONS MAY EXCEED FIXTURES, APPLIANCES, PIPES AND PIPE FITTINGS OF TYPES AND SIZES REQUIRED, WHO'S APPROPRIATE SHOP DRAWINGS, OF ALL DEVIATIONS, BETWEEN THE WORK SHOWN AND WORK INSTALLED. INTENTION TO USE FLEXIBLE DROPS (WET OR DRY) AND THE LOCATION WHERE FLEXIBLE DROPS PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR NOT LESS THAN 5 YEARS. 175PSI, THE VALVE SHALL BE SEF TO REDUCE PRESSURE TO 165PSI MAX. PRESSURE REDUCING WILL BE USED. BY SUBMITTING SUCH SHOP DRAWINGS THE CONTRACTOR CERTIFIES THAT THE VALVES UL LISTED PRESSURE REDUCING VALVE TO REDUCE HIGH UNSTABLE UPSTREAM PRESSURE LOCATIONS MEET ALL MANUFACTURER'S AND CODE REQUIREMENTS FOR PROPER INSTALLATION OFv.„ T MATERIAL QUAUFI�CATIONS: SHALL CONFORM TO ALL LOCAL, MAINS AND BRANCHES OF PIPING SYSTEMS, WITH VALVES AND CONTROL DEVICES LOCATED AND NUMBERED, TO MAINTAIN A CONSTANT PRESET SYSTEM PRESSURE REGARDLESS OF FLUCTUATING DEMAND. STATE AND NATIONAL/FEDERAL CODES CONCEALED UNIONS LOCATED, AND WITH ITEMS REQUIRING MAINTENANCE LOCATED (I.E., TRAPS, STRAINERS, FLEXIBLE DROPS. PURCHASE OR INSTALLATION WITHOUT PRIOR SIGN OFF BY ENGINEERS SHALL ISSUE: AND REGULATIONS WHICH MAY APPLY AND NOTHING IN THESE SPECIFICATIONS SHALL BE VALVE SHALL CONSIST OF A GROOVED END/FLANGED/ THREADED {AS REQUIRED) DUCTILE IRON NOT BE PERMITTED AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS REQUIRED INTERPRETED AS AN INFRINGEMENT OF SUCH CODES OR REGULATIONS. EXPANSION COMPENSATORS, TANKS, ETC.). VALVE LOCATION DIAGRAMS, COMPLETE WITH VALVE TAG CHART. BODY CONFORMING TO ASTM A536 WITH ELECTROSTATIC POWDER COATED POLYESTER RED COATING. VALVE INTERNAL COMPONENTS SHALL BE STAINLESS STEEL, WITH POLYAMIDE FABRIC FOR PROPER INSTALLATION OF THE SPRINKLER SYSTEM AS APPROVED BY THE ENGINEER. DESCRIPTION DATE �_ EQUIPMENT LOCATIONS (EXPOSED AND CONCEALED), DIMENSIONED FROM PROMINENT BUILDING LINES. REINFORCED POLYISOPRENE ELASTOMER SEALS. CONTROL TRIM SYSTEM SHALL BE 316 STAINLESS ISSUED TO DOH 05.03.17 CP DEFINITIONSSTEEL VALVE SHALL BE SUITABLE FOR WORKING PRESSURE TO 400 PSI WITH GROOVED ENDS, EXECUTION ISSUED FOR CONSTRUCTION 05.05.17 CP FINISHED SPACES: SPACES OTHER THAN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, APPROVED SUBSTW.ONS, CONTRACT MODIFICATIONS, AND ACTUAL EQUIPMENT AND MATERIALS INSTALLED. AND WATER OPERATING TEMPERATURES TO 180'F. ALL INTERNAL COMPONENTS SHALL BE — — FURRED SPACES, PIPE CHASES, AND UNHEATED SPACES IMMEDIATELY BELOW ROOF, SPACES REPLACEABLE WITHOUT REMOVING THE VALVE FROM THE INSTALLED POSITION. BASIS OF DESIGN: PROVIDE ADDITIONAL OFFSETS, FITTINGS, VALVES, DRAINS, ETC. WHERE REQUIRED BY ISSUED FOR ADDENDUM 1 05.19.17 CP CP ABOVE CEILINGS, UNEXCAVATED SPACES, CRAWLSPACES, AND TUNNELS. CONTRACT MODIFICATIONS, ACTUAL EQUIPMENT AND MATERIALS INSTALLED. VICTAULIC SERIES 867-7UL COORDINATION AND CONSTRUCTION CONDITIONS. PLUMBING UPDATES 06. EXPOSED, INTERIOR INSTALLATIONS: EXPOSED TO VIEW INDOORS. EXAMPLES INCLUDE FINISHED SUBMIT FOR REVIEW BOUND SETS OF THE REQUIRED DRAWINGS, MANUALS AND OPERATING INSTRUCTIONS. DRAIN AND TEST VALVES SHALL BE THREADED BRONZE ANGLE OR GLOBE TYPE WITH NO CLOSE NIPPLES, BUSHINGS, OR STREET ELBOWS PERMITTED. REVISED PER DOH COMMENTS 07.11.17 CP OCCUPIED SPACES AND MECHANICAL EQUIPMENT ROOMS. COMPOSITION DISC, 300 PSI WITH 1/2" 300 PSI WATER PRESSURE GAUGE SIMILAR TO "AGF CP ISSUED FOR DOB APPROVAL 03.23.18 MATIERIAIS (UL/FM N"OVED) TESTAPIpRAIN RUN PIPING PARALLEL WITH OR AT RIGHT ANGLES TO WALLS AND OTHER PIPING, NEATLY SPACED '— — CONCEALED, INTERIOR INSTALLATIONS: CONCEALED FROM VIEW AND PROTECTED FROM PHYSICAL CONTACT BY BUILDING OCCUPANTS. EXAMPLES INCLUDE ABOVE CEILINGS AND IN CHASES. INTERIOR PIPING WITH PLUMB VERTICAL PIPING. 110 ALARM ACTUATING DEVICESPROVIDE SPRINKLERS BELOW ALL EXPOSED DUCTS, COMBINATIONS OF DUCTS OR OTHER { QU/ ( ASSURArIM STANDARD WEIGHT BLACK STEEL (SCHEDULE 40) EXCEPT AS NOTED FOR SIZES 1" AND LARGER. OBSTRUCTIONS EXCEEDING 4 FEET IN WIDTH. --� —' — CARBON STEEL, A-53B/A-106B — ROLL OR CUT GROOVED—ENDS AS APPROPRIATE TO PIPE WATERFLOW SWITCH, 24 VOLT WITH 2 SETS OF CONTACTS AND PNEUMATIC RETARD TO PREVENT PROCESSES AND OPERATORS ACCORDING TO AWS D1.1, STEEL SUPPORT WELDING: QUALIFY MATERIAL, WALL THICKNESS, PRESSURES, SIZE AND METHOD OF JOINING. PIPE ENDS TO BE FALSE ALARMS. SEE WATERFLOW SWTCH SECTION OF THIS SHEET. NO FIELD WELDING PERMITTED. SHOP WELDING SHALL BE PERFORMED ONLY BY CERTIFIED STRUCTURAL WELDING CODE--STEEL."" GROOVED IN ACCORDANCE WITH VICTAULIC CURRENT LISTED STANDARDS CONFORMING TO WELDERS. ANSI/AWWA C-606. TAMPER SWITCHES TO OPERATE WITHIN TWO REVOLUTIONS OF VALVE WHEEL, SIMILAR TO POTTER STEEL PIPE WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO ASME BOILER AND MODEL OSYSU—A2. TEST ALL UNDERGROUND AND INTERIOR PIPING IN ACCORDANCE WITH NEPA 13. K _ PRESSURE VESSEL CODE: SECTION IX, "WELDING AND BRAZING QUALJFICATION S." GALVANIZED PIPE FOR ALL DRAIN PIPING, TEST PIPING, PIPING BETWEEN FIRE DEPARTMENT CONNECTION AND CHECK VALVE AND FOR ALL DRY & DELUGE PIPING. ELECTRIC ALARM BELL;. 6", 24VDC, WITH WEATHERPROOF BACKBOX SIMILAR TO POTTER MODEL INSTALL SPRINKLER HEADS IN CEILING AREAS, CENTER OF TILE. REFER TO ARCHITECTURAL COMPLY WITH PROVISIONS IN ASME B31 SERIES, "CODC FOR PRESSURE PIPING." PBD246. i. DRAWINGS FOR EXACT LOCATION OF SPRINKLER HEADS. ARCHITECT TO DETERMINE FINISHES. 4` MECHANICAL COUPLINGS CERTIFY THAT EACH WELDER HAS PASSED AWS QUALIFICATION TESTS FOR WELDING PROCESSES INSTALL SPRINKLERS THROUGHOUT ALL AREAS INCLUDING COMBUSTIBLE CONCEALED SPACES AND INVOLVED AND THAT CERTIFICATION IS CURRENT. MANUFACTURED IN TWO SEGMENTS OF CAST DUCTILE IRON, CONFORMING TO ASTM A-536, GRADE SPRINKLER HEADS 65-45-12. GASKETS SHALL BE PRESSURE–RESPONSIVE SYNTHETIC RUBBER, GRADE TO SUIT THE IN ACCORDANCE WITH OBSTRUCTION REQUIREMENTS SET FORTH IN NEPA 13. _ INTENDED SERVICE, CONFORMING TO ASTM D-2000. MECHANICAL COUPLING BOLTS SHALL BE ALL SPRINKLER HEADS SHALL BE QUICK RESPONSE TYPE , CAST BRASS, CLOSED, FUSIBLE LINK, DELIVERY. STORAX�E. AND HANDLING , ZINC PLATED ASTM B-633 HEAT TREATED CARBON STEEL TRACK HEAD CONFORMING TO ASTM SPRAY TYPE WITH 1/2" DISCHARGE ORIFICE (UNLESS OTHERWISE NOTED). SPRINKLERS SHALL BE DELIVER PIPES AND TUBES WITH FACTORY–APPLIED END CAPS. MAINTAIN END CAPS THROUGH A-449 ANDA 183, MINIMUM TENSILE STRENGTH 110,000 PSI AS PROVIDED STANDARD ORDINARY TEMPERATURE RATING, HIGHER TEMPERATURE HEADS SHALL BE INSTALLED IN SHIPPING, STORAGE, AND HANDLING TO PREVENT PIPE END DAMAGE AND TO PREVENT ENTRANCE VICTAULIC. ACCORDANCE WITH NFPA 13. OF DIRT, DEBRIS, AND MOISTURE. RIGID JOINTS SHALL BE VICTAULIC FlRELOCK®EZ STYLE 009H RIGID TYPE: "INSTALLATION READY' REFER TO SPRINKLER HEAD SCHEDULE ON DRAWING. [CULUS, FM] AND 107H [CULUS], IN SIZES 1-1/4"(DN32) THROUGH 8"(DN200) AND STYLE 107N FOR 10"AND 12"(DN250 AND DN300) SIZES. DESIGNED FOR DIRECT "STAB"INSTALLATION ONTO PREPARE AND SUBMIT COORDINATION DRAWINGS. GROOVED PIPE WITHOUT PRIOR DISASSEMBLY OF THE COUPLING. HOUSINGS SHALL BE CAST WITH INCLUDE SPARE SPRINKLER HEAD CABINET WITH SPRINKLER HEAD WRENCH(S). INSTALL HEAD CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME OFFSETTING, ANGLE–PATTERN BOLT PADS TO PROVIDE SYSTEM RIGIDITY AND SUPPORT AND GUARDS ON ALL EXPOSED SPRINKLERS SUBJECT TO MECHANICAL INJURY. HANGING IN ACCORDANCE WITH NEPA 13. DO NOT SCALE PLANS WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECT. PIPE LABELS FLEXIBLE TYPE: USE IN SEISMIC AREAS WHERE REQUIRED BY NEPA 13. "INSTALLATION READY' GENERAL REQUIREMENT'S FOR MANUFACTURED PIPE LABELS: PREPRINTED, COLOR–CODED, WITH ARCHITECT OF RECORD WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, FLEXIBLE JOINTS SHALL BE VICTAULIC STYLE 177N QUICKVICTM[CULUS, FM], IN SIZES 2"(DN50) OR WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER THROUGH 8"(DN200), WHICH SHALL BE DESIGNED FOR DIRECT "STAB"INSTALLATION ONTO LETTERING INDICATING SERVICE, AND SHOWING FLOW DIRECTION. TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS FORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE GROOVED PIPE WITHOUT PRIOR DISASSEMBLY OF THE COUPLING. PRETENSIONED PIPE LABELS: ('RECOILED, SEMIRIGID PLASTIC FORMED TO COVER FULL � Terjesen Associates, Architects INSTALLED BE CIRCUMFERENCE OF PIPE AND TO ATTACH TO PIPE WITHOUT FASTENERS OR ADHESIVE. WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. FLANGE ADAPTERS: FOR USE WITH GROOVED END PIPE AND FITTINGS, FOR MATING TO ANSI ! 248 West 35th Street 11th Floor New York, NY 10001 SELF–ADHESIVE PIPE LABELS: PRINTED PLASTIC WITH CONTACT–TYPE, PERMANENT–ADHESIVE PREPARE COMPLETE SET OF DRAWINGS SHOWING ALL NECESSARY SLAB OPENINGS AND CLASS 125 / 150 FLANGES. VICTAULIC STYLE 741 OR 744 [UL, ULC, FMMATING TO ]. FOR BACKING. 212.239.1526 Fax; 212.736.7899 STRUCTURAL SUPPORTS THAT REQUIRE STRUCTURAL FRAMING. DRAWINGS SHALL CLEARLY ANSI CLASS 300 FLANGES USE VICTAULIC STYLE 743 [UL, ULC, FM]. E-mail: info@terjesenarchitects,com PIPE LABEL CONTENTS: INCLUDE IDENTIFICATION OF PIPING SERVICE USING SAME DESIGNATIONS INDICATE SIZES AND LOCATION RELATIVE TO ESTABLISHED COLUMN LINES. DRAWINGS SHALL BE COMPLETED IN SUFFICIENT TIME TO ALLOW FOR STRUCTURAL STEEL FABRICATION SO AS NOT TO Fly OR ABBREVIATIONS A5 USED ON DRAWINGS, PIPE SIZE, AND AN ARROW INDICATING FLOW DIRECTION. DELAY PROJECT SCHEDULE. CAST IRON THREADED STANDARD WEIGHT, ANSI B-16.4. MECHANICAL ENGINEER ' FLOW–DIRECTION ARROWS: INTEGRAL WITH PIPING SYSTEM SERVICE LETTERING TO ACCOMMODATE ��*�„�� 5�p SHOP DRAWING SUBMISSIONS SHALL DEMONSTRATE KNOWLEDGE OF THE WORK OF OTHER CAST IRON FLANGED, STANDARD WEIGHT, ANSI B-16.1. BOTH DIRECTIONS OR AS SEPARATE UNIT ON EACH PIPE LABEL TO INDICATE FLOW DIRECTION. 110 William Street 32nd Floor New York, NY 10038 TRADES, AND SHALL SHOW THE LOCATIONS OF THE WORK OF OTHER TRADES WHICH AFFECTS THE WORK OF THIS CONTRACT. ED STANDARD WEIGHT ANSI 8-16.3. _ 212,257.6190 Fax: 212.994.8091 MALLEABLE IRON THREAD � LETTERING SIZE: AT LEAST 1 1/2 INCHES HIGH. ARRANGE FOR PIPE SPACES, CHASES, SLOTS, AND OPENINGS IN BUILDING STRUCTURE DURING VALVE TAGS PROGRESS OF CONSTRUCTION, TO ALLOW FOR FIRE PROTECTION INSTALLATIONS. GROOVED END AND MECHANICAL TYPE, MALLEABLE IRON, WITH RUBBER SEALING GASKETS, t:' www EPENGINEERING.com SIMILAR TO VICTAULIC CO. s" . STRUCTURAL ENGINEER 4: COORDINATE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SEF SLEEVES IN VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4–INCH LETTERS FOR PIPING SYSTEM Engineering Firm PO USED–IN–PLfi�CE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE INSTALLATION–READYTMFITTINGS: FOR GROOVED END STEEL PIPING IN FIRE PROTECTION ABBREVIATION AND 1/2–INCH NUMBERS. --- �� CONSTRUCTED. APPLICATIONS SIZES NPS 1-1A THRU 21t (DN 32 THRU DN 65). FITTINGS SHALL CONSIST OF A – 36 GRADE fi5 45 12 WRH TAG MATERIAL: BRASS, 0.032–INCH MINIMUM THICKNESS, AND HAVING PREDRILLED OR STAMPED Address 1 `° DUCTILE IRON HOUSING CONFORMING TO ASTM A-536, , COORDINATE REQUIREMENTS FOR ACCESS PANELS AND DOORS FOR FIRE PROTECTION ITEMS INSTALLATION–RFADYTM ENDS, ORANGE ENAMEL COATED (GALVANIZED COATING SHALL BE USED FOR HOLES FOR ATTACHMENT HARDWARE. Phone Fax: REQUIRING ACCESS THAT ARE CONCEALED BEHIND FINISHED SURFACES. PIPING INSTALLED IN CORROSIVE ENVIRONMENTS). FITTINGS COMPLETE WITH PRELUBRICATED FASTENERS: BRASS WIRE–LINK OR BEADED CHAIN; OR S–HOOK. E-mail: GRADE "E"EPDM TYPE 'A' GASKET; AND ASTM A449 ELECTROPLATED STEEL BOLTS AND NUTS. „ VALVE SCHEDULES: FOR EACH PIPING SYSTEM, ON 8-1/2–BY-1I–INCH BOND PAPER. ' _ .: x: .<:.F::.::: :«,.:;::<: &:::. ,•: :-::n:::,.,..,x::r. .. .. .; -.:; QMMNATION IAS SYSTEM SHALL BE UL LISTED FOR A WORKING PRESSURE OF 300 PSI AND FM APPROVED FOR TABULATE VALVE NUMBER, PIPING SYSTEM, SYSTEM ABBREVIATION (AS SHOWN ON VALVE TAG), PROJECT WORKING PRESSURE 365 PSI. LOCATION OF VALVE (ROOM OR SPACE), NORMAL–OPERATING POSITION (OPEN, CLOSED, OR SHEET METAL, FIRE PROTECTION SHOP DRAWINGS THAT HAVE BEEN COORDINATED WITH a) FITTINGS SHALL HAVE A SHORTER CENTER–TO–END DIMENSIONS FOR INSTALLATION IN TIGHT S O U T H O L D AS ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW. SPACES. MODULATING), AND VARIATIONS FOR IDENTIFICATION. MARK VALVES FOR EMERGENCY SHUTOFF '�-i .Mi DRAWINGS MUST BE RETURNED FROM ENGINEER EITHER "REVIEWED” OR "FURNISH AS b) FITTINGS ARE RIGID, FOR DIRECT STAB INSTALLATION WITHOUT FIELD DISASSEMBLY. AND SIMILAR SPECIAL USES. » TM 10? AND BE INCLUDED IN OPERATION AND MAINTENANCE DATA. 700 ROUSSEAU AVENUE GS. RELOCKO STYLE 101 STYLE VALVE–TAG SCHEDULE SHALL CORRECTED PRIOR TO BEING USED AS BASIS FOR COORDINATION DRAWN c) INSTALLATION–READY FITTINGS SHALL BE VICTAULIC Fl , STYLE 103, WHICH SHALL BE DESIGNED FOR DIRECT "STAB"INSTALLATION ONTO SOUTHOLD, NY AFTER SHEET METAL AND PIPING DRAWINGS HAVE BEEN REVISED PER ENGINEERS COMMENTS, GROOVED PIPE WITHOUT PRIOR DISASSEMBLY OF THE FITTING. �... REPRODUCIBLE COPIES SHALL BE SENT TO THE OTHERS TRADES IN THE FOLLOWING SEQUENCEd} FITTINGS SMALL REQUIRE VISUAL PAD–TO–PAD VERIFICATION OF COMPLETE INSTALLATION. PROVIDE DIAGRAMMATIC CHART LISTING ESSENTIAL FEATURES OF THE SYSTEM. FOR THE INCLUSION OF THEIR WORK: e) FITTING GASKETS: PRESSURE–RESPONSIVE, SYNTHETIC RUBBER LISTED FOR USE WITH THE HOUSINGS. PIPING SUPPORT DRAWIWING TITLE ELECTRICAL WORK SPRINKLE R MECHANICAL PIPING SOLDER JOINTS SHALL BE PERMITTED FOR EXPOSED WET PIPE SYSTEMS IN LIGHT HAZARD IN ACCORDANCE WITH NFPA 13, PROVIDE EARTHQUAKE BRACING IN ADDITION TO CONVENTIONAL SPRINKLER PIP114G OCCUPANCIES WHERE THE TEMPERATURE CLASSIFICATION OF THE INSTALLED SPRINKLERS IS OF HANGER ASSEMBLIES. SPECIFICATION PLUMBING PIPING THE ORDINARY– OR INTERMEDIATE–TEMPERATURE CLASSIFICATION. PRIOR TO INCLUSION OF SPRINKLER PIPING AND EQUIPMENT, CONTRACTOR SHALL HAVE TOP BEAM CLAMPS, SIMILAR TO TOLCO FIG. 65. SUBMITTED SPRINKLER PLANS AND CALCULATIONS TO ENGINEER FOR REVIEW AND TO RATING SOLDERING FLUXES SHALL BE IN ACCORDANCE WITH NFPA 13. BUREAU FOR RIEVIEW. BRAZING FLUXES, IF USED, SHALL NOT BE OF A HIGHLY CORROSIVE TYPE D. HANGER RODS, CARBON STEEL, SIMILAR TO TOLCO FIG. 99, SIZED IN ACCORDANCE WITH NFPA DATE 13. AFTER ALL TRADES HAVE INCLUDED THEIR WORK ON THE COORDINATION DRAWING AND NOTED PIPE SL_FFVF'S AND SEIALS 513117 CONFLICTS, ALL TRADES SHAM MEET TO RESOLVE CONFLICTS AND AGREE TO ACCEPTABLE ADJUSTABLE HANGER RINGS, CARBON STEEL WITH KNURLED SWIVEL NUT, SIMILAR TO TOLCO PROJECT NUMBER SOLUTIONS. E1kCH TRADE SHALL SIGN COORDINATION DRAWINGS. ITEMS NOT SHOWN ON STANDARD WEIGHT GALVANIZED SCHEDULE 40, PACKED WITH FIRE AND SMOKE RESTRICTIVE FIG.2. 025 COORDINATION DRAWING ARE RESPONSIBILITY OF OMITTING CONTRACTOR AND CONTRACTOR IS MATERIAL IN ACCORDANCE WITH NFPA 13. SUBJECT TO ADDITIONAL COSTS INCURRED BY OTHER TRADES. 2017 N ADJUSTABLE CLEVIS HANGER, CARBON STEEL WITH NUT ABOVE AND BELOW CLEVIS, SIMILAR TO ER ARE NOT PART OF THE COORDINATION DRAWING PROCESS. THE MASONRY WALLS AND SLABS: SCHEDULE 40 GALVANIZED STEEL PIPE WITH INTEGRAL WATER TOLCO FIG. 1. DRAWN BY THE ARCHITECT AND ENGINE STOP. LATHE TO ACCEPTABILITY OF INSTALLATIONS. Y DRVVN ENGINEER WILL PROVIDE ASSISTANCE RE ;> SUBMIT FINAL SIGNED COORDINATION DRAWING TO ENGINEER FOR REVIEW. ENGINEER WILL SLEEVE ADAPTERS: COATED CAST IRON, EQUIPPED WITH FLASHING CLAMP. MAXIMUM LOADING INCLUDING PIPE CONTENTS EQUALS 7596 OF RATED CAPACITY. ALL HANGER D A MATERIAL SHALL BE GALVANIZED. �.� RSCALE REVIEW FOR ACCEPTABILITY OF INSTALLATIONS. AS NOTED IONS SLABS AND/OR CEILINGS ANY WORK FABRICATED OR INSTALLED PRIOR TO SIGN OFF BY ALL TRADES SHALL BE REMOVED CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH PARTITIONS, / WATER FLOW SWITCH: U.L APPROVED FIRE SMOKE STOP TO MAINTAIN THE INTEGRITY OF THE RESPECTIVE DRAWING NUMBER AND RE–INSTALLED IN CONFORMANCE WITH COORDINATION DRAWINGS. WITH A SMOKE TIGHT PARTITIONS. m RATING INCLUDING S PRESSURE TYPE: PROVIDE POTTER MODEL PS-2 PRESSURE TYPE FLOW SWITCH WITH TWO SETS E COORDINATION OF HIS OF S.P.D.T. CONTACTS. 00M00 OAF I EACH CONTRACTOR (MENTIONED ABOVE) IS RESPONSIBLE FOR TH SUB–CONTRACTORS. VALVESOF N 2VANE TYPE: PROVIDE POTTER MODEL VSR–F VANE TYPE WATER FLOW SWITCH WITH RETARD AND THE OVERALL COORDINATION OF THE COORDINATION PROCESS IS THE RESPONSIBILITY OF THE VICTAUUC GROOVED END VALVES: TWO SETS OF S.P.D.T. CONTACTS. �— SEAL SHEET N0: 7 OF 7 .... ... -.... .. -.... .::..::::. :.:..... ...... ...;.. .. .. ..... ... ; SCC:, .... :aa..,. .Tia... . .... .. ......r. :4. � ..........:r: ...... ;.Ec``:. ...�:. ..E.n... n�, s., v a.'X:,:............. , ..,,.x... .�....... ,...