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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