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HomeMy WebLinkAbout46751-Z ¢ �S1)FFOLkcpGy� Town of Southold 11/16/2022 P.O.Box 1179 _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43604 Date: 11/16/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1205 Route 25, Greenport SCTM#: 473889 Sec/Block/Lot: 35.-1-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/3/2021 pursuant to which Building Permit No. 46751 dated 8/26/2021 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: medical office additions and alterations to existing Wellness Center as applied for. The certificate is issued to Peconic Landing @Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46751 5/25/2022 PLUMBERS CERTIFICATION DATED 5/26/2022 P ric Morano utho 'z gnature �oSUF cv TOWN 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#: 46751 Date: 8/26/2021 Permission is hereby granted to: Peconic Landing @Southold 1500 Brecknock Rd Greenport, NY 11944 To: Construct medical office additions and alterations to existing Wellness Center as applied for, and per Planning Board approvals. *11-2-202x2 AMEND Permit: to include construction of accessibilty ramp & entry door. At premises located at: 1205 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 35.-1-25 Pursuant to application dated 5/3/2021 and approved by the Building Inspector. To expire on 2/25/2023. Fees: COMMERCIAL ADDITION/ALTERATION $1,250.00 CO-COMMERCIAL $50.00 ELECTRIC $216.00 Total: $1,516.00 Building Inspector g�ffD1K�, TOWN OF SOUTHOLD BUILDING DEPARTMENT' y s TOWN CLERK'S OFFICE "may 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#: 46751 Date: 8/26/2021 Permission is hereby granted to: Peconic Landing @Southold 1500 Brecknock Rd Greenport, NY 11944 To: Construct medical office additions and alterations to existing Wellness Center as applied for, and per Planning Board approvals. At premises located at: 1205 Route 25, Greenport SCTM # 473889 Sec/Block/Lot# 35.4-25 Pursuant to application dated 5/3/2021 and approved by the Building Inspector. To expire on 2/25/2023. Fees: COMMERCIAL ADDITION/ALTERATION $1,250.00 CO-COMMERCIAL $50.00 Total: $1,300.00 Building Inspector SOUlyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road - P.O.Box 1179 sean.devlin(&-town.south old.ny.us Southold,NY 11971-0959 '`Q�yCOU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peconic Landing @ Southold Address: 1205 Route 25 city,Greenport st: NY zip: 11944 Building Permit#: 46751 Section: 35 Block: 1 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Verity Electric License No: 41405ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heater 3 Duplec Recpt 74 Ceiling Fixtures 3 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 52 CO2 Detectors Sub Panel 1 o0A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights 3$' Dryer Recpt Emergency Fixture2 Time Clocks Disconnect 100A Switches 24 4'LED 1 Exit Fixtures 5 Pump Other Equipment: LED Signs 11, 30 Circuit Sub Panel, 8' Baseboard Heat Notes: Wellness Center Inspector Signature: Date: May 25, 2022 S.Devlin-Cert Electrical Compliance Form pf S0(fT�O. ,`O h Town Hall Annex 41 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD JUN 0 3 2022 Dj BUILDING Iser C TOWN OFSOUTHOLD CERTIFICATION Date: Building Permit No. /W �1 Owner: Co, ,\6 `0 . (Please print) Plumber: Y (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of Mot 20199 Notary Public,, - df-O9.L/1 County JACLYN E. MORANO Notary Public-State of New York No.05MO6350614 Qualified in Suffolk County My Commission Expires 11/14/2024 � o # # 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 REMARKS: h,II.? , lJ RRAvlve,4 QiyvQ �( t�U� iov� �o D r DATE �b 1 $ ���' INSPECTOR f SOblyolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm� 765-1802 XFOUNDATION'2ND- INS:PEOTION [ ATION 1ST, j ]` ROUGH PLBG. [ [- ]: INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION` [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR OF SOUTyo * �# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PL13G. [ ] F UNDATION 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: DATE `�" 2-02- ' INSPECTOR —pzco,�\)lcbrj)moa -{ OF SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY k] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: / a F Vie e!qu, *- DATE /6 ZZ INSPECTOR Sol' % 1�1 �-top-Q�L�� TOWN' OF,SOUT H�/OLVD BUILDING DEPT. �o • �o `ycouxn 765-1802 :AN.SPEC:TIQN [ ] FOUNDATION IST [ ]-. ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINALjMM . [ ] FIREPLACE & CHIMNEY [ .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ; ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) .[ ] CODE VIOLATION [ ] PRE C/O pp REMARKS: In t 'P���tYtr �ar�S S. °YC '� 'v►� �(u�S lh err • � o Aadv ;� 91VrOAAAAC-%cftA -o✓ S v l • 00) klu-J C`WAS • DATE INSPECTOR oFsouryo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 631-765-1802 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 [ ] RENTAL REMARKS: Lk J rc r ,0 1 La svb 6 DATE INSPECTOR ' R & W 1 Engineers, P.C. 380 Townline Road —Suite 150 Hauppauge, New York 11788 Larry A. Rubinson, P.E. (63.1) 969-8535 Michael L. Williams, P.E: Fax (631) 969-8518 January 24, 2022 Town of Southold, Building Department Town.Hall-Annex. 54375 n/lain•.Road P_O,.Box 1'179 Southold, NY 11971-0959. Attn:: Building Inspector Re;, PeOnic Landing,1:5.00.Brecknock Road, Greenport S.C:T M. No.: 1000=035=0.1-25 Perrnitldo. 46751 Interior`.Plumbing Inspection Dear Inspector: performed a specific inspection of the installed interior water service and'waste piping for the,PeconictandingWellness Center extension and interior alteration':on January 23;2022.. 1 observed the piping that will serve seven (7) proposed lavatories,and.6h.(1)water closet: The.copper hot and cold water pipes held constant air pressure-d:uring,the inspection. The waste line"s, were filled withwater and.observed:watertight. Vent lines were.obserued for the stack;and.the proposed sewage ejector pump to be:located in the crawl space. It',is-our professional opinion that the.installed piping 'meets accepted standards of :construction and code. and find no reason that. the insulation and sealing of the cavity containing the inspected•piping cannot•proceed. Trusting that this letter is acceptableto certify the installed plumbing or you will notify—U& otherwise, I remain Very truly yours, °„ a R & W 1 Engineers, P.C. Larry . Rubinson,, P.E. President tau JAN 2 6 2022 p+ IIq G 1 11 7 T r `105l OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex raf S0 �®� P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ® Telephone: 631 765-1938 Southold,.NY www.southoldtownny.gov 7,-, D CCS s Ls ®��40wid, MAY - �_ 2022 3 PLANNING BOARD OFFICE MAY - 9.2022 DD z ,ITdD�•C-Ir Des TOWN OF SOUTHOLD BUILDING DEPT. T-0`f i i OF SOUTH01D TOWN OF SOUTHOLD May 5, 2022 Charles R. Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Final Site Inspection Peconic Landing Wellness Addition & Parking Reconfiguration 1500 Brecknock Road, Greenport SCTM#1000-35.-1-25 Dear-Mr. Cuddy: The Planning Board reviewed the final site inspection made on May 4, 2022 by planning staff. The Board has found that the new building on the site is in conformance with the Approved Site Plan entitled "Life Care Community Expansion Peconic Landing at Southold" prepared by Howard W. Young', L.S. dated March 6, 2020 and last revised March 18, 2021 and supports the issuance of a Certificate of Occupancy. Please note that the Planning Board has agreed that the parking lot reconfiguration shown on the approved site plan could be completed at a later date and that the current parking lot was sufficient at this time. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any changes to the site. Respectfully, Iia^•('-`�v1/��� Donald J. Wiilcenski Chairman cc: M'i :ae.l\le.r#�y Gi�.ief Building tns ector Michael Collins, Town Engineer 4:19 sell W. inv std_ofm344.pdf �. Rocket Insulation,LLC(367) ��� ��� 40 Haynes Court t`,• RONKONKOMA,NY 11779 k 1 $ 13883005 Office:631-750-9075 rocket.insulation®installed.net Suffolk County:HI-62712 www.rocketsprayloam,com Town of East Hampton:8303.2014 Town of Southampton L003876 { Nassau County 151403 Invoice Date: 0524/2022 Customer Address Job CHAR15 Peconic Landing 1500 Brecknock Road Greenport NY 11944 { Charel Contracting Phase 1 Brittany Way Peconic Landing 1500 Brecknock Road Greenport RONKONKOMA,NY 11779 NY 11944 } Job Address Peconic Landing 1500 Brecknock Road GREENPORT,NY 11944 Date: 5/24/2022 Job: 5567826-11 PO#: Sales Rep: Patrick Porcaro Work Area Inventory Item Option Price Crawl Space Ceiling 2"x 16"X 48" Rockwooi Batts SAFE NOTES: If Phase Price $1,620.00 p Option Price $0.00 Invoice Total: $1,62000 1 Retainage: $0.00 lob Deposit: $0,00 Payments/Adjustments Received $0.00 Balance Due:, Please Par MsAmount Current Due: $1,620.00 a t E I Y, ,l Terms:Due upon Receipt;Customer agrees to pay all costs of collection,including reasonable attorney fees. PO Box 163669,Columbus,OH 43216 CONTRACTING C4 Wellness Center 1500 Breck Nock Rd Greenport, NY Roof Strapping rt - r � F 5eArNv 1500 Breck Nock Rd Greenport, NY 11944 Attn: John dds ■ ■■ 4 ALMA assa a = + .. �■ ����pry ��t ..�1""" � E^^-. `� . a �� A. 1Z, i� ..W.y� .fie �♦a +lw�� _ '-r�„1 `F��!- r y�.. i. �� � '� ';, .� ., -� � _ '.-�. � " S ,A.. / � .. �. �A .$ � -_jl-� � - i. ������'� �; 7� �� i- ray'. � {f� � ��",,� � � �- �' �q�f -r� � ti .r� .. e^(. � � .. i. _ / ��. ,�� � �► � �: x t -"+,•_'--sem { � t � :� �� � "�+cb' 6* IhP s"' ; ' .'rpt i�� ''.t . ~ _ � � i i is _ � t _ t ', ti _ c, � �'�, �M �' S• �� q� . Y �: i:`.. �(� ..�'� ' '. 5 .A.i t�. •. �iY _ Z {{�1 J �t � �t .` `� ': � ��. -� '' ,, t -y' tir .r t ��... _may �t .� r _ ;� ,,� � �- �� t� '` ��' ��`'4 1 ±�..` aS - 1 ��� '•" �;;�r-�- y=am` '-� _ ,� � .E. . . s - ; Jq z - � ' .: _-sem", .�, _. - •-' - _ �v/ ' "I.S�� �✓i �xHJ "" ',.�!%'•. .m e A , r � ,:w pit •If-. ! `s+.f�""�. { � � ^T •1't B�K- �_.p•jy .. .T 1 r 7i. 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N•,..5,'?�, ,, ,�..,�ti,�k.G!+� •+�.'`.'�'"a0�'w• � ;�::�i�w. ..:g �' -.a 'a..:.#+. :'•1 ,.s+;�=_.:�, mill 71 r mill lol mill 1 yy _ o � Y §6 `o 4 b ; � 40, .r s s r Y' 4 _ `4 c w CrI"I -* r r 1 r t pow'. e_ �!S 1 s ti _ �i. 1 d i 4 7 � ,srf y �'•-:� '4�Y ��� ,� of l^ fir' �Py fi. zs •, ' ' ,art —a Peconic Landing - Wellness Center Vt .i IiRo t�.o R �w _ � _ .� �� �� � „� __-�, t �� . . . � _ �_._ — __ sa��r!.a 1 t f � limb► ■/N 1 r t i a, ,r t i P7 I p lip .f r 4 .M f ti t- ._ o" 3 i . _ s .�. r ' •� v.�... . 2t. x'�'� � - 1Yta t~� � ' i _ - _ . rF• i r l � �' r of. -.rasr ' J' �., :. i ��I .` �: �\ .f i f }Ttj 3 7 } 3 1 i +F$6 k or �. [i9�r1� I i.il 1:VA FOUNDATION (IST) !t� r.l .l• J �i11I"frf•1.�� FOUNDATION(2I • : o INSULATION N. STATE • . 1 lmnmm 1i mmm 41...�a.�r.m;i ��aCa.-! a a� WOW w :r 11 ® e l e 99=0 1 � � i i�� � � s.. � i Zvi � � � / • � � � • 1 � • FAM O i1; , _ Into, TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 hgps://www.southoldtomm.2 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only U PERMIT NO. Building Inspector: MAY - 3 2021 Applications and forms must be filled out in their entirety.Incomplete applications will not,be accepted. Where the Apo licapt is Ftotthe owner,an ownei-Is Authorization form(Pago 2)shall bebompletied.- Date: OWNER(S)OF PROPERTY: Name:Peconic Landing at Southold,-jnq._ _FM#1000-035-01-25 I SC Project Address:1500 Brecknock Rqqd,_�qrqenpqrt,'_NY 11944 Phone#:631-477-3800 Email: Mailing Address:1500 Brecknock Road Greenport, NY 11944 coNTACT PERSOW Name:Charles R. Mailing Address:445 Griffing Avenue, Riverhead, NY 11901 Phone#:631-369-8200 Email:charlescuddy_@pptqqline.net DESIGN PROFESSIONAL INFORMATION- Name:Qlav Coffev (Isaac-Rae Studio Mailing Address:11575 Main Road, Southold, NY 11971 Phone#:347-276-6093 Email:clay@Lsqqq-rae.com CONTRACTOR INFOR-1 M- ATIO N. Name:Josei)h Scocco of Charel Contracting Mailing Address:1 Brittany Way, Ronkonkoma, NY 11779 Phone#:516-250-0206 Email: occo(cD-aol.com DESCRIPTION OF PROPOSE D CONSTRU!CTION EINewStructure RAddition ElAlteration F-]Repair F-IDemolition Estimated Cost of Project: El OtherWeliness Center and additonal parking $934,000 be re-graded? E]Yes iii No 'I[ 4i],�be removed from premises? 0Yes IiO N LJ L 1 L--i u v i U N 3 0 2021 DUU,DINGDEPT. TO'\�T�G'�'V'SCIT1710LD PROPERTY-INFORMATION Existing use of property:continuing care retirement community Intended use of property:same with wellness center Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB this property? IRYes El No IF YES, PROVIDE A COPY. Check Box After Reading: The ouiner/contractor/desigo,professional is responsible for-all drainage and storm-water issues as provided by . Cha0ter'236 of the Town Code.APPLICATION.IS HEREBY,MADE to the'Building Department for the issuance of a Building Permit pursuant to the,Building Zone Ordinance of the Town ofsouthold;suffolk;County,New.York and other appikable'Laws;Ordinances or Regulations;for the construction of buildings; " addition's,alterationsor forYemoval of"demolitionas;herein described 7fie applicant agFees to comply with all applicatile`laws;ordinances;build*eg code`, housmg.code and regulations and to,'admit a"uthorlked inspectors on premises and in building(s),foi necessary inspections:False statements made herein are; punishable as a Class A misderneanor pursuant to Section 210.45_of the New York State Penal Law? Application Submitted By(print name):Charles R. Cuddy BAuthorized Agent ❑Owner Signature of Applicant: �' A� � Y 'TYww Y�Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Charles R. Cuddy being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me,this day of ,20_ 1.Q- 4,1�q Notary Public IWONA KODYM PROPERTY.OWNER AUTHORIZATION Notary Public, State of New York No. 01K06088386 (Where the applicant is not the owner) Qualified in Suffolk County Commission Expires March 3, 20 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 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)765-1502 Planning Board approval FAX:(631)'765-9502 Survey Southoldtownny.gov PERMIT NO. _ Check Septic Form N.Y.S.D.E.C._ Trustees _ C.O.Application_ t N Flood Permit Examined 0', w '' ' Single&Separate Truss Identification Form t MAR — 3 2OZO Storm-Water Assessment Fonn Contact: (�` — ^ Approved ,20 -;,�,•; .. `Q.11r�. -R�it-tir: 1.IGtrl/l►T Disapproved a/c Phone: - 6 Expiration 20 Building p ctor APPLICATION FOR BUILD PERMIT " Date 'Feb 2 i _ °�.-: ;20 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 applican r nam a�rporation) 11575 Main Bayview Road Southold NY 11971 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Registered Architect Name of owner of premises Peconic Landing (As on the tax roll or latest deed) If applicant is acorporation,signature of duly authorized officer Patricia Lutzky (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License NO. Architect PA u 039767 1. Location of land on which proposed work will be done: 1500 Brecknock Road Greenport House Number Street Hamlet County Tax Map No, 1000 Section ?i BlockA Lot 2 5 CD Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed eoristruction: a, Exisling use and occupancy Wellness Center for Peconie Landing Community.Occupancy I-2 _ Proposed renovation of 800 sq tl ground floor wellness center.1100 sq ft addition to existing wellness b. Intended use and occupancy center's footprint.Wellness center to he used for existing peeonic landing community.Occupancy 1-2 3. Nature of work(check which applicable):New BuildingAddition " Alteration x Repair Removal Demolition _Other Work i;Description) 4, Estimated CDSt $500,000 Fee , ('To be paid on filing this application) 5. If dwelling, number of dwelling units +ilk_ Number of dwelling units on each floor n/a If garage, number of cars n/a T Institutional use for Peconic 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. Landing's existing wellness center, 7, Dimensions of existing structures,if airy:Front Z9' Rear 29' Depth^ 39' Height 238" Number of Stories 1 Dimensions of same structure with alterations or additions: Front tis' Fear 59' Depth 75' Height 23'8" Number of Stories 8. Dimensions of entire new construction:Front 30' Rear 30' Depth ^36' Height__23V Number of Stories t 9. Size of lot:Front n/a bear_ n/a Depth n/a 10.Date of Purchase n/a Name of Former Owner_ n/a 1.1.Zone or use district in which premises are situated HD I R-80 12.Does proposed construction violate any zoning law,ordinance or r+-gulation?YES—NO x^ 13.Will lot be re,-graded?YES—NO x Will excess fill be removed from premises?YES x NO— 14.Names of Owner of premisesPeconic Landing Addresstsoo Bra knock Road,GreenpcPhone No. 631.477-3800 ext 228 Name of Architect Isaac Clay Coffeey Address11575 Main Bayview Rd,southB hone No_$47 276-6093 Name of Contractor Address _!Phone No,_~ 15 a,Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES 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—140 *IF YES,D,E,C,PERMITS MAYBE 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) SS: COUNTY being duly sworn,di.-poses and says that(s)he is the applicant (Name of individual igning contract)ab ve named, (S)He is the..___._A_ kcc+Z K eh� (Contractor,Ag6at,Corporate Officer,etc.) of said owner or owners,and is duly authorized.to perforin 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. Swo ,to bpfare me this '�`. day of Y-c)-%, 2090INA M BORN i lis of Yotk rcatk' ^T 1`fotary Public� No.018&tate03New Signature t 063178 g Qualified in Suffolk Coun 20 Commission Expires Dee.22, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIS 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 Survey. Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 920 Mailto: Charles R. Cuddy Disapproved a/c PO Box 1547, Riverhead, NY Phone. b31-369-8200 1901 Expiration ,20 GIVIE Building Inspector � LICATION FOR BUILDING PERMIT ' AUG 2 7 2020 Date August �� ` , 2020 BUILDING DEPT- INSTRUCTIONS a. ThiTW l catiori'f��mpletely 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. Peconic Landing at Southold, Inc. (Signature of applicant or name,if a corporation) 1500 Brecknock Road, Greenport, NY 11944 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Peconic Landing at S6uthold, Inc. (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. L Location of land on which proposed work will be done: 1500 Brecknock Road Greenport House Number Street 5 " ,.Hamlet County Tax Map No. 1000 Section 015 Block 01 ' ,;-9 Lot 25 Subdivision N/A Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy continuing care retirement community b. Intended use and occupancy Wellness ness en -ad i i tonal parking 3. Nature of work(check which applicable): New Building Addition x Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Building & Parking -$934,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A 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. medical office 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Added parking-additional 1,138 st building, as shown on site plan Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 1 8. Dimensions of entire new construction: Front 3o Rear Depth 37 Height Number of Stories 1 -- 9. Size of lot: Front p/0 144 ac. Rear Depth 10. Date of Purchase 2000 Name of Former Owner N/A 11. Zone or use district in which premises are situated HB 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO_x Pe Landing at Southold Inc. 631-477-3800 14. Names of Owner of premises g Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_2L_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 NO x * IF YES, D.E.C. PERMIT'S 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 x NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk being duly sworn, deposes and says that(s)he is the applicant (Name of individual Ogning contract ove named, (S)He is the (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 to before me this a04 day of 4t,,aj tA 20�PIuWhON State oODY New Yorkk, N0. 09 K06088386 /a, Qualified in Suffolk Notary Public Uornmission Expires March 3, 20,2'5 , Signature of Applicant Verity, Mike From: Duffy, Bill Sent: Wednesday,April 21, 2021 3:34 PM To: Verity, Mike Subject: 280-122 (b)4 regarding continuing care facilities Hi mike, Please allow this email to memorialize our conversation regarding section 280-122 B(4)of the Town Code regarding continuing care facilities. General Code has a note in the online code that states that Local law#11 of 2018 deleted the section. In reviewing Local Law#11 of 2018, 1 see nothing that would delete the section. Therefore I believe the section still exists and the use can be certified. I will be contacting general code to make the correction. Bill William M. Duffy, Esq. Town Attorney Town of Southold Southold Town Annex 54375 Route 25 (Main Road) P.O. Box 1179 Southold, New York 11971-0959 Office: 631.765-1939 Fax: 631.765.6639 Email: billd@southoldtownny.gov ATTORNEY-CLIENT COMMUNICATION;ATTORNEY WORK PRODUCT; INTER/INTRA AGENCY COMMUNICATION; NOT SUBJECT TO FREEDOM OF INFORMATION LAW DISCLOSURE; DO NOT FORWARD WITHOUT PERMISSION Note: Service of legal documents is not permitted via electronic mail or fax. The information contained in this electronic message and any attachments to this message are intended for the exclusive use of the addressee(s) and may contain information that is privileged, confidential and exempt from disclosure under applicable law. Unintended transmission shall not constitute a waiver of the attorney/client privilege or any other privilege. If the reader of this message is not the intended recipient,you are hereby notified that any review, retransmission, conversion to hard copy, copying, reproduction, circulation, publication, dissemination or other use of, or taking of any action, or omission to take action, in reliance upon this communication by persons or entities other than the intended recipient is strictly prohibited. If you have received this communication in error, please (i) notify us immediately by telephone at 631.765.1939, (ii) return the original message and all copies to us at the address above via the U.S. Postal Service, and (iii) delete the message and any material attached thereto from any computer, disk drive, diskette, or other storage device or media. 1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL, DATE: August 20, 2020 TO: Peconic Landing 1500 Brecknock Road Greenport,NY 11944 Please take notice that your request dated March 3, 2020 For permit to make alterations to an existing wellness center at Location of property: 1500 Brecknock Road County Tax Map No. 1000—Section 35 Block 1 Lot 25 Is returned herewith and disapproved on the following grounds: The proposed construction requires site plan approval from the Southold Town Planning Board. ------ --------- --- ------- )� Authoriz d Signa rc Cc: File, planning, „ �' ..OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex d,f S12 P.O.Box 1179 t 54375 State Route 25 ��' Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) e? Southold,NY � � Telephone: 631765-1938 www.southoldtow=y.gov r�C"ou ,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 6, 2021 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 Re: Approval — Peconic Landing Wellness Addition & Parking Reconfiguration 1500 Brecknock Road, Greenport SCTM#1000-35.-1-25 Dear Mr. Cuddy: ; The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, April 5, 2021: WHEREAS, this amended site plan is for the proposed construction of a 1,138 sq. ft. addition to the existing Wellness Center for medical offices; and, a combination of the health center and administration building parking lots (net increase of 28 spaces), located in front of the subject addition and the entrance to the existing Community Center, all part of an existing continuing care retirement community on 144 acres in the Hamlet Density Zoning District, Greenport; and WHEREAS, on August 17, 2020, Charles Cuddy, authorized agent, submitted an amended Site Plan Application for review; and WHEREAS, on October 5, 2020, the Planning Bound found the application incomplete for review; and WHEREAS, on December 2, 2020, Charles Cuddy, authorized agent, submitted an amended Site Plan Application for,review; and WHEREAS, on December 7, 2020, the Planning Bound found the application incomplete for review; and WHEREAS, on January 4, 2021, Charles Cuddy, authorized agent, submitted an amended Site Plan Application for review; and Peconic Landing Wellness Add"t Page 2 April 6, 2021 WHEREAS, on January 11, 2021, the Planning Bound accepted the application as complete for review; and WHEREAS, the requirement for a, Public Hearing was waived by the Planning Board due to the de minimus nature of the amended site plan within the context of the existing Life Care Community campus; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non- residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities; and WHEREAS, on February 12, 2020, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on February 24, 2021, the Southold Town Code Enforcement officer verified that there were no open violations on the subject parcel; WHEREAS, on February 24, 2021, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on February 24, 2021, the proposed action was determined a matter for local determination by the Suffolk County Planning Commission (SCPC); and WHEREAS, on March 1, 2021, the Southold Town Engineer reviewed the proposed application and determined that the application met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on March 11, 2021, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with the Southold Town LWRP policies; and WHEREAS, on March 22, 2021, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280— Site Plan Approval of the Town of Southold, have been met; therefore be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further r Pdconic Landing Wellness Add't Page 3 April 6, 2021 RESOLVED, that the Southold Town Planning Board approves the Site Plan with one (1) condition to the plans entitled "Life Care Community Expansion Peconic Landing at Southold prepared by Howard W. Young, L.S. dated March 6, 2020 and last revised March 18, 2021 and authorizes the Chairman to endorse the Site Plan after the condition below is met. Condition 1. Prior to endorsement of site plan; obtain a use certification from the Chief Building Inspector as required by Town Code. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-.off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection, approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. Peconic Landing Wellness Add't Page 4 April 6, 2021 If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant Signature: Date: 1 YOUNG &YOUNG Telephone(631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead,New York 11901 adminOyoungengineering.com HOWARD W. YOUNG,Land Surveyor THOMAS C.WOLPERT,Professional Engineer DOUGLAS ADAMS,Professional Engineer/Geologist ROBERT C.TAST,Architect ROBERT STROMSKI,Architect June 14, 2021 Via U.S. Mail & Email mike.verity@town.southold.nv.us Attn: Mr. Michael J. Verity, Chief Building Inspector Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 RE: Wellness Center PECONIC LANDING at Greenport,T/O Southold, NY (17-0235) Dear Mr. Verity: Please be advised that Peconic Landing has requested that we prepare and forward this letter to you, in conjunction with the proposed 1,138 sf+/- building addition to the Health Center building at the above referenced site. We do not believe that construction of the proposed Wellness Center building addition requires approvalfrom' the Suffolk County Department of Health Services (SCDHS) Office of Wastewater Management for the following reasons: 1. domestic water supply and sanitary sewer connections for the proposed 11138 sf+/- building addition will made internally, and no new construction of water supply and sanitary sewer facilities outside of the building is proposed or required, 2. the original sanitary design calculations completed by us for approvals for construction of the Health Center Building were based on the gross floor area of this building, without any subtractions for those non-inhabitable areas within the building,;such as mechanical rooms, boiler rooms, electrical rooms, etc. Planning Engineering Land Surveying Page 2 of 2 June 14, 2021 j 3. subtracting the 1,240 sf+/- area of the existing boiler room more than compensates for the sanitary flow that may be attributed to the proposed 1,138 sf+/- building addition. Please note that, based on the foregoing statements', we are of the opinion that, as constructed, the Wellness Center Building addition will comply with the requirements of the Suffolk County Department of Health Services (SCDHS) Office of Wastewater Management. If you have any questions, please contact us. Very truly yours, Thomas C. Wolpert TCW/cw Encl. cc. Peconic Landing Attn: Mr. Robert J. Syron, Pres. /CEO via email Mr. Charles R. Cuddy, Esq. via email Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 cou BUILDING DEPARTMENT R E C'E IVE D TOWN OF SOUTHOLD APR 2 6 2-021 ............ 'a nnI own MEMORANDUM Planning Board TO: Donald J. Wilcenski,Planning Board Chairman FROM: Michael J.Verity, Chief Building Inspector DATE: April 23,2021 REQUIREMENTS FOR SITE PLAN]ELEMENTS&CERTIFICATION Project: Peconic Landin Location: 1205 NYS Rt. 25. Greenport SCTM# 1000—Section 35-Block 1 —Lot 25 Date: March 06, 2020 Revised Date:November 13,2020 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Continuing Care Facility IS A PERMITTED USE IN THIS HD DISTRICT AND IS SO CERTIFIED. Michael J. V Chief Building Inspector 400 O>4OrICer-0,RNerbEG,Nen York 11901 PLANTING,SCHEDULE NOTES: + —fL+Nr LcNrr� N SpuN° mmt,nyo�ngenglkErugronl tel.651.121 E`05 11g.631.1210144 A TREES 6 SHRUBS •R=vavE u IP'.A— RD AL,_OILLROr + PLAn�A �rN° Oltltc� t�4tTitc� QTY KEY BOTANICAL NAME COMMON NAME SIZE AP feLM rr-RDor BALL 1f Av » NG is _ IC rrnlcAL DN ce.•m:R s°ALI.w As O HEr1e-e x YEUEa.Lma s�ry •Do NOT cvr wmLAP 51DE5 �+ + LwsLED ow rLnvnNb I'LA.N L ThEmO>G.WOlpert,Protea>brol En3mrc / 9 AC AMELANCHIER CAW DENSIG SHADRLOW 8'-30'HT :"+ OF i>-E Pwt BALL. r. 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KALMIA LATIFOW MOUNTAIN CAMEL 24--30'SP, r•1� --�' 2 sT¢a`Ds ND.D 6ALv.al.s:.= TYPICAL MA55 PLANTING LAYOUT IR PF POTENTIIL,9 FRUIICOSA'GMDFIN6R' YELLOW POTENTILLA UV-24-SP, (( =� S:Ee_rrR.'(TVJSr ton TE'lI NTS J.' 3 PT PINUS THUNSERGII JAPANESEBLA"PINE 6'-T HT. -fir •c lam) �Iu EVB'v'RR.FN iR� .' 19 SJ SPIRAEAJAPONI 'LrMEPRINCESS' LITTLE MINCE55 SPIRAEA IB•-24'SP. ( `� " TO DE PEGONIG NOTES: 11 WF WELGELAFLORIDA'NEWPORTRED' NEWPORT REDWETGELA 30'-36'SP. `k', I V K •I novEA�.Lr..AsncT wl�Tias LANDING AT. '11. SOAL.D BARK HILLH a 3•D.PTH •REMP/2 ALL PL45nL LCR 1-.aOM PERENNIALS �'� ._ —SOAL. 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LIFE GARS COMMUNITY EXPANSION ' ••.rye. \ y a9s,n1 '° ..\ - �� �`� •� \ ` ° :/ `OJs PEGONIG LANDING AT SOUTHOLD \`! �y°' \ p, �Al �1bo `..:,...:^' Vit!.• \ 1�p `-� .. a •\; _ xa 1. `' • es I .� y of "m s„��- :� 1 ,e ,c •—- - - ,•O , D soa` /so»�'0iS3°o�a\ 1 i -,��„a°s1 y6'� ,a 1.o-sn�.w.4 i�a7;Az r �N.�"C_�...._{Z.__._.�,�..�- ••ase'o.�n a�sa',v_° "�'\\.r\+ry�iioa/-, / % . at Green ort,Town of So ut hold 'a' SuffoIkGounty,New York��^ 5 +cosi so! \ I a.,.%� • R`✓ ._--_..._. s '\ zs?`�� s.A'\ '•1�,' • / ---�• _ 8/' — _<sb:-_ jjS� �. .tea.] ” !,'/ EXISTING CONDITIONS MAP Q STo� aae, `\•. 'ry8jl uo l.®O a H'aa's -�•�' `'�^9:\` a''"�\\ ' e - Gaunty Tax Map —1000--035 —01 ar 25 MAR a6,2020 F.�"9� 19 5 yes, ae'. `.��°; q 41 a /° // �.. a•'A�S \�� <n.90 Record of Revisions - TrSr c9 t /� �' ,I`° Eris° �a,i, ,Ty,,a \ \ \�� �• IzevlsloN DATE \ \��15ey / //° a n• 6ETLRAL NO V.13.2020 MAR IS.2021 "y-•` / �' EXISTING ASPHALT PARKING AREAS=50 STALLS RECEIVED 20 0 10 20 40 60 % \ MAR 2 2 202 Scale:I'= 20' 5°u:�ai3 Toem •ps t10.2011-0235 P:a7ning 603M Df^16.2011�235_hadplan 4 OF 4 S , MLDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o - MAY 1 8 202Towri, Pall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 TOWN of SouT 6LI-elephone (631) 765-1802 - FAX (631) 765-9502 rogerr0b-southoldtownwgov - seand(cD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: ? L 1L Electrician's Name: License No.: ( L40t� - m ' Elec. email: L �L Elec. Phone No: y`7 ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: n Address: �- a Cross Street: Phone No.: Bldg.Permit#: 1 email: Tax Map District: 1000 Section: Block: \ Lot: S BRIEF D SC� IP_TION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): C�11 of uw �+r-, Of— W ELCqW; Cm- - � Square Footage: � Circle All That Apply: Is job ready for inspection?: 10 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 Reconnect[:]Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION vv' f®�®�1FF84 L (T' i,-P- it ';1 DIL-DING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD f o` MAY � '0�l�owri Hall Annex = 54375 Main Road - PO Box 1179 - Southold New York 11971-0959 BUITOWN OF SOt!THOTelephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a-)_south'oldtownny.gov — seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: AQ Company Name: j C IL Electrician's Name: License No.: ( L4O Elec. email: Elec. Phone No: y 9`7 ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: qontolr-x� l"� Address: Cross Street: Phone No.: CSO Bldg.Permit#: email: 541 Tax Map District: 1000 Section: Block: Lot: 5 BRIEF D SCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE„(Please Print Clearly): Square Footage:—0__, 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 PhF—]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: 4 Il • � w Switches Outle GFI's 1 T Surface Ti �� 27 Sconces wL 7 H H's � �' UC Lts Fans ' FridgeBIW Exhaust Oven (, �� Dryer Smokes 1. kvda(DW J Service �n w Carbon Micro Generator Combo Cooktop Transfer AC ( AH J Mini Special: Comments 7i� E� I �)ru V CHARLES R.CUDDY ATTORNEY AT LAW 445 GRI FFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail: charlescuddy@optonline.net August 24, 2020 Michael J. Verity, Chief Building Inspector Southold Town Building Department PG Box 1179 Southold,NY 11971 Re: Peconic Landing at Southold,Inc-Wellness Center SCTM#1000-35-01-25 Dear Mr. Verity: Enclosed is a Building Permit application and site plan showing a Wellness Center building and additional parking at Peconic Landing Community Center and Health Center facility. Also,enclosed is a check in the sum of$50.00 for your review. This had earlier been submitted but now it involves the building and parking area. Please confirm you have indicated to the Planning Department that the site plan review is necessary. Thank you. Very truly yours, Charles R. Cuddy CRC/ik j J CHARLES R.CUDDY MAY - 3 2021 ATTORNEY AT LAW 445 GRI FFING AVENUE RIVERHEAD,NEW YORK 767 7� Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail:charlescuddy@optonline.net May 3 , 2021 Michael J. Verity, Chief Building Inspector Southold Town Building Department PO Box 1179 Southold, NY 11971 Re- Peconic Landing at Southold, Inc-Wellness Center SCTM#1000-35-01-25 Dear Mr. Verity: We are enclosing an updated Application for Building Permit for the Wellness Center at Peconic Landing. Four (4) sets of building plans are also to be delivered to you. Very truly yours, r' Charles R. Cuddy CRC/ik CHARLES R.CUDDY ATTORNEY AT LAW 445 GRIFFING AVENUE RIVERHEAD,NEW YORK Mailing Address: TEL: (631)369-8200 P.O.Box 1547 FAX: (631)369-9080 Riverhead,NY 11901 E-mail:charlescuddy@optonline.net July 19, 2021 Nancy Dwyer R D 20�� Building Permits Examiner JUL �p Southold Town Building Department PO Box 1179 Southold, NY 11971 BUMDIr?GDEPT- TaIO ,0jr. 0LD Re: Peconic Landing at Southold, Inc-Wellness Center SCTM#1000-35-01-25 Dear Ms . Dwyer: You have forwarded a request for additional information for Peconic Landing Wellness Center. Apparently, when the plans were misplaced so were the mechanicals . Enclosed are 4 sets of the mechanicals' plans for the Wellness Center. If you need additional information, please let me know. Very truly yours, Charles R. Cuddy CRC/ik CAMcheck Software Version 4.1.5.1 Envelope Compliance Certificate Project Information Energy Code: (�EPanding Project Title: Wellness Center Location: Greenport, New York Climate Zone: 4a Project Type: Addition Vertical Glazing/Wall Area: 27% Construction Site: Owner/Agent: Designer/Contractor: 1500 Brecknock Rd Peconic Landing John J. Condon Greenport, NY 11944 1500 Brecknock Rd Condon Engineering Greenport 1755 Sigsbee Road Southold, NY 11944 Mattituck, NY 11952 631-298-1986 condoneng@optonline.net Building Area Floor Area 1-Office: Nonresidential 3252 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factor(.) Perimeter Basement Wall 1:Solid Concrete:8"Thickness,Normal Density, 1077 30.0 0.0 0.047 0.119 Furring:Wood,Wall Ht 8.0,Depth B.G.6.0,[Bldg.Use 1-Office] Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Office] 1077 42.5 0.0 0.024 0.027 EAST Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1-Office] 430 22.5 0.0 0.060 0.064 Window 1:Wood Frame:Fixed,Perf.Specs.:Product ID 12345,SHGC 32 - --- 0.290 0.380 0.36,[Bldg.Use 1 -Office](b) Window 2:Wood Frame:Fixed,Perf.Specs.:Product ID 1234,SHGC 32 — -- 0.290 0.380 0.36,[Bldg.Use 1 -Office](b) Window 2 copy 1:Wood Frame:Fixed,Perf.Specs.:Product ID 1234, 32 — -- 0.290 0.380 SHGC 0.36,[Bldg.Use 1-Office](b) Window 2 copy 2:Wood Frame:Fixed,Pert.Specs.:Product ID 1234, 32 — — 0.290 0.380 SHGC 0.36,[Bldg.Use 1 -Office](b) SOUTH Exterior Wall 3:Wood-Framed,16"o.c.,[Bldg.Use 1 -Office] 452 22.5 0.0 0.060 0.064 Window 9 copy 1:Wood Frame:Fixed,Perf.Specs.:Product ID 1234, 170 --- --- 0.290 0.380 SHGC 0.36,[Bldg.Use 1 -Office](b) WEST Exterior Wall 2:Wood-Framed,16"o.c.,[Bldg.Use 1-Office] 430 22.5 0.0 0.060 0.064 Window 5:Wood Frame:Fixed,Perf.Specs.:Product ID 1234,SHGC 32 — --- 0.290 0.380 0.36,[Bldg.Use 1 -Office](b) Window 5 copy 1:Wood Frame:Fixed,Perf.Specs.:Product ID 1234, 32 — -- 0.290 0.380 SHGC 0.36,[Bldg.Use 1 -Office](b) Project Title: Peconic Landing Wellness Center Report date: 07/22/21 Data filename: C:\Users\Owner\Favorites\ComChecks\Peconic Landing.cck Page 1 of 11 Assembly Gross Area Cavity Cont. Proposed Budget U. or R-Value R-Value U-Factor Factor(.) Perimeter Window 5 copy 2:Wood Frame:Fixed,Perf.Specs.:Product ID 1234, 32 — — 0.290 0.380 SHGC 0.36,[Bldg.Use 1-Office](b) Window 5 copy 3:Wood Frame:Fixed,Perf.Specs.:Product ID 1234, 32 — --- 0.290 0.380 SHGC 0.36,(Bldg.Use 1-Office](b) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. Envelope PASSES: Design 33% better than code Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2018 IECC requirements COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listedTin the Inspection Checklist. Name'-Title ig ate Project Title: Peconic Landing Wellness Center Report date: 07/22/21 Data filename: C:\Users\Owner\Favorites\ComChecks\Peconic Landing.cck Page 2 of 11 COMcheck Software Version 4.1.5.1 Interior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Peconic Landing Wellness Center Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 1500 Brecknock Rd Peconic Landing John J.Condon Greenport, NY 11944 1500 Brecknock Rd Condon Engineering Greenport 1755 Sigsbee Road Southold, NY 11944 Mattituck, NY 11952 631-298-1986 condoneng@optonline.net Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Performing Arts Theater:Dressing/Fitting Room 3252 0.36 1171 Total Allowed Watts= 1171 Proposed Interior Lighting Power A B C D E Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Performing Arts Theater:Dressina/Fitting Room Total Proposed Watts= 0 Interior Lighting TBD: No lighting fixtures specified Project Title: Peconic Landing Wellness Center Report date: 07/22/21 Data filename: C:\Users\Owner\Favorites\ComChecks\Peconic Landing.cck Page 3 of 11 COMcheck Software Version 4.1.5.1 Mechanical Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: Peconic Landing Wellness Center Location: Greenport, New York Climate Zone: 4a Project Type: Addition Construction Site: Owner/Agent: Designer/Contractor: 1500 Brecknock Rd Peconic Landing John J.Condon Greenport, NY 11944 1500 Brecknock Rd Condon Engineering Greenport 1755 Sigsbee Road Southold,NY 11944 Mattituck, NY 11952 631-298-1986 condoneng@optonline.net Mechanical Systems List Quantity System Type&Description Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2018 IECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title � Si ate Project Title: Peconic Landing Wellness Center Report date: 07/22/21 Data filename: C:\Users\Owner\Favorites\ComChecks\Peconic Landing.cck Page 4 of 11 COMcheck Software Version 4.1.5.1 Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck 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, # Plan Review Complies? CommentsiAssumptions & Req.ID C103.2 ;Plans and/or specifications provide all ;❑Complies [PR1]1 Hnformation with which compliance :❑Does Not :can be determined for the building :[:]Not Observable envelope and document where ;exceptions to the standard are ;❑Not Applicable claimed. C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies [PR10]1 :percent of the gross above-grade wall !❑Does Not area. ;❑Not Observable ❑Not Applicable C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies [PR1111 :gross roof area. j❑Does Not ONot Observable ❑Not Applicable C402.4.2 ;In enclosed spaces> 2,500 ft2 ;❑Complies [PR14]1 directly under a roof with ceiling �❑Does Not :heights>15 ft.and used as an office, ;❑Not Observable ;lobby, atrium, concourse,corridor, ; ;storage, gymnasium/exercise center, ;❑Not Applicable convention center,automotive ;service, manufacturing, non- ;refrigerated warehouse, retail store, ; distribution/sorting area, :transportation,or workshop,the ;following requirements apply: (a)the ; ;daylight zone under skylights is>= ; half the floor area; (b)the skylight ;area to daylight zone is >= 3 percent ;with a skylight VT>=0.40; or a ; (minimum skylight effective aperture >= 1 percent. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peconic Landing Wellness Center Report date: 07/22/21 Data filename: C:\Users\Owner\Favorites\ComChecks\Peconic Landing.cck Page 5 of 11 Section # Footing/Foundation Inspection Complies?'. Comments/Assumptions • & Req.ID C303.2 Below-grade wall insulation installed ;❑Complies [FO2]2 f per manufacturer's instructions. :❑Does Not ❑Not Observable ❑Not Applicable C303.2.1 ;Exterior insulation protected against ;❑Complies [FO6]1 !damage, sunlight, moisture,wind, !❑Does Not ;landscaping and equipment !❑Not Observable ;maintenance activities. ! !❑Not Applicable C402.1.4 Below-grade wall insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [FO1]2 i ❑Does Not ❑Not Observable !❑Not Applicable ! Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Peconic Landing Wellness Center Report date: 07/22/21 Data filename: C:\Users\Owner\Favorites\ComChecks\Peconic Landing.cck Page 6 of 11 'Section - # Framing/Rough4wInspecti0n Complies? Comments/Assumptions & Req.ID C303.1.3 ;Fenestration products rated in ;❑Complies [FR12]2 jaccordance with NFRC. :❑Does Not ;❑Not Observable!, :❑Not Applicable C303.1.3 ;Fenestration products are certified as,;❑Complies [FR13]1 oto performance labels or certificates ElDoes Not provided. ;❑Not Observable ❑Not Applicable C402.4.3 ;Vertical fenestration SHGC value. ;, Complies ;See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable: ❑Not Applicable C402.4.3, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. ❑Does Not 4 [FRB]1 ;❑Not Observable: ❑Not Applicable C402.5.1 ;The building envelope contains a ;❑Complies [FR16]1 'continuous air barrier that is sealed in :❑Does Not :an approved manner and either ;constructed or tested in an approved ❑Not Observable ;manner.Air barrier penetrations are ;❑Not Applicable :sealed in an approved manner. C40Z5.2, Factory-built fenestration and doors ;❑Complies .6402:5.4 : are labeled as meeting air leakage :❑Does Not FR18]3 requirements. . ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2m1 Medium Impact(Tier 2) 1,-,3;J Low Impact(Tier 3) Project Title: Peconic Landing Wellness Center Report date: 07/22/21 Data filename: C:\Users\Owner\Favorites\ComChecks\Peconic Landing.cck Page 7 of 11 Section # Mechanical Rough-In•Inspection Complies? Comments/Assumptions..' &Req.ID ;C402 5%5;'F-Stair and elevator shaft vents have ;❑Complies C4N. r03 - motorized dampers that automatically :❑Does Not 3,; A. lose. Refernece section C403.7.7 for (�ME3)3operational details. ;❑Not Observable ❑Not Applicable C4'UYRM Outdoor air and exhaust systems have;❑Complies ; [ME motorized motorized dampers that automatically ❑Does Not shut when not in use and meet i❑Not Observable maximum leakage rates.Check g :❑NotA Applicable gravity dampers where allowed. PP Reference section language for operational details. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) =3; Low Impact(Tier 3) Project Title: Peconic Landing Wellness Center Report date: 07/22/21 Data filename: C:\Users\Owner\Favorites\ComChecks\Peconic Landing.cck Page 8 of 11 5ectibn # Insulation Inspection . Complies? Comments/Assumptions & Req.ID C303.1 ;Roof insulation installed per ;❑Complies [IN3]1 manufacturer's instructions. Blown or :❑Does Not poured loose-fill insulation is installed ;❑Not Observable ;only where the roof slope is<=3 in ; ; i 12. ;❑Not Applicable C402.2.1 ;Insulation installed on a suspended ;❑Complies [IN20]1 ceiling having ceiling tiles is not being ❑Does Not specified for roor/ceiling assemblies. ;Continuous insulation board installed ❑Not Observable in 2 or more layers with edge joints ;❑Not Applicable offset between layers. C303.1 Building envelope insulation is labeled ;❑Complies [IN 10]2 with R-value or insulation certificate :❑Does Not $�providing R-value and other relevant ❑Not Observable data. ❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies [IN7]1 per manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable C303.2.1 Exterior insulation is protected from ;❑Complies ; [IN14]2 damage with a protective material. :❑Does Not Verification for exposed foundation insulation may need to occur during ❑Not Observable Foundation Inspection. ;❑Not Applicable C105 ;Installed above-grade wall insulation ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 type and R-value consistent with :❑Does Not insulation specifications reported in ;plans and COMcheck reports. �❑Not Observable ❑Not Applicable C40i. 6� . Radiant panels and associated ;❑Complies [IN18]3 . components,designed for heat ❑Does Not transfer from the panel surfaces to the occupants or indoor space are ,❑Not Observable insulated with a minimum of R-3.5. ;❑Not Applicable C105 ;Installed roof insulation type and R- ;❑Complies ;See the Envelope Assemblies table for values. [IN2]1 value consistent with insulation ❑Does Not specifications reported in plans and COMcheck reports.For some ceiling ❑Not Observable ;systems,verification may need to ;❑Not Applicable ,occur during Framing Inspection. C402.5.1. ;All sources of air leakage in the ;❑Complies ; 1 building thermal envelope are sealed, ❑Does Not [IN1]1 :caulked, Basketed,weather stripped ;❑Not Observable ;or wrapped with moisture vapor- !permeable apor- ; ; ;permeable wrapping material to ;❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3_, Low impact(Tier 3) Project Title: Peconic Landing Wellness Center Report date: 07/22/21 Data filename: C:\Users\Owner\Favorites\ComChecks\Peconic Landing.cck Page 9 of 11 Section. # Final,Inspection Complies?. : Comments/Assumptions • & Req.ID G402 M% Recessed luminaires in thermal ;❑Complies [F126]3O'n envelope to limit infiltration and be IC :❑Does Not .; �ti�" rated and labeled.Seal between interior finish and luminaire housing. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3,. Low Impact(Tier 3) Project Title: Peconic Landing Wellness Center Report date: 07/22/21 Data filename: C:\Users\Owner\Favorites\ComChecks\Peconic Landing.cck Page 10 of 11 �• p^J �jI// NEPA I}7013 SPRINKLER NOTES A^/v NNNMMM/// J I.OEM WDOWTC AEf SRMuufR STERIC DECLAIM HEATED AREAS. ''I uUSX AUTOMATIC DRY SPRINKLER SISTEMI THROUCIWN ON'HFATED AREAS. 2.SYIEM To DORM To All RULES k REGULATIONS OF 7HE INSURANCE SERXIES E7DSTNG WAND 1RUSG CONSTRUCTION UTI' CODUFACU:NORISPMSURINC INC.PER N IT 17 UPTIGHT SFRNKLE> 7.BElSTING RTED AS SPE FIC O INCLUDING WHERE IN ENTERS THE,COING'TALL BE SUPPORTED AS SPECIFIC Of NFPA 24 PERTAINING TO RWDNO,LTAWPING AND / S TWIST BIDDING OF THE PIPE CERN HwaRS AND AWPWrs RSD.BE PER SECTION s C TEST-am1a� alm CC SECTION--66f7.1a ix p KERSPACING.LOCATION AND 57EARE PER YCHqER POSITION SECTION—ai.I pr TYPE 9. ALL 9WAlER HEAD ORFXES ARE I/2'N10 OOER11&ADDED. NAIfO SPR'NI(1£A 10.THERE ARE NO LNPROTECTEO COUSLIE E CONCEALED SPACES.Amis,anIRODNS, _•i,- '°;,:_p'r. - _ ,-.�+ w,.,,. FCD I OR SMALL FAOLOSURES. ARE PROIECGON SFRHNCE _ __ �_,..��'°`- '' _r� 1�•''AJ..A .�--� -�!„-I ;� —r,- 11.ALL EWEIllM APPROf�➢/DSiEO FOR xI n 1 12 ALL REQUIRED SIGNS ARE-DOTING G4 11 66INNG PER SEC IS___a/ I N.EXISfNO BUILDING S HURO I`p'��"• _ 1. _ ','I`= I i II I�� �I 9-9 IS CMMS WTy.AL&ZEST CERWNAiES FOR ABO'E GROUND PPE ttLL DE JJ AM2ALnED TO Of FRE VARSHR PkIXI To AFPROVA OF PSAUM. _ -•'i )•'1, - ',� L 1 I �-. '-1 --I r.AREA CF w8.6 UALS%TR1 As INNT IWNO AS PER Rm 17,UO.R Fl. _ t- C L �� I 17.PER SEW 8.6321.THE REDNREl17n5 of&6321 S1�LLL NOT APPLY XTE E s •' �I -/y' y--� - -_— ,•1.�'M, _❑ II• I �' ��,`II~,� I AKXTUS SP:AARE 'XIFR GL AN!P.�AND THE PwAX TO 6!HALAL DSUNCE BETWEEN 9VLL •.,°': ._ � /C__ ',II__ I NOT DIC®07 1W6 THE WIDIa&E DSTAr#FEIdDTED EETMfFN SPARiOEAS, PRO+AEO THE NPANA FEI8Dd711WAR DISTANCE S 407 EXCEEDED. 0 I I` ; ,I'V t-'•�:. __ —�� GROSS SECTION D E TA i . 18.nrs'EINluIIW IS W ACCORDANCE1NTN NFPA 73 EXCEPT A9 SPECNCNLY NOTED CN THE INSTNUGON PUNS. �- T"Y�'� � _ •EI I `` � �'..r'-�— '-"� -- � SCALE. VB"•I'-0" I9.GENERAL BUILDING PENNR S BASED ON ARCHITECTURAL DUYDING CODE 01iA AND I AWLLIYS=DUHDINGrf11E CODE 2015 W W SKATE(WITH AUEMANRS) 1 _�J`��% '-1 -- �� •L,�: t':M�'/,•'A OR SCALE 1 - I 1 ,'�„y\{' NSS6me.Y A'✓n aftY / '/-/�l7'p F:, �-6 WAM RPZ •7;�,\.®•` I\ +N'f!rT 4V"_ha. / - �S wsbrt ."Y p :/.': //"`t- , --guFIERFLY WITH TAMPER SWITCH RRER OF WORIf 0-RISER CHECK VPLVE /(a/ VATES R FLOW NItCH - _ •}X_ y1 i�-,,, i N.LC /'o : p-0;RLfI1FAFLr MM CAST ER SWITCH ORY PALE VALVE -7 I i 3 DUHERRY YNTH TMP ER SWITCH MEN CHECK VALVE r �j c� = �- \•.-'. `^� 'a•X]'ftbDu[bft �'�/`^'' / o-3'WATER FLOW SWnCH ^�\.\,,,1.� CHECK"a w/A9D i (D i O .� N! o-1 il3Fr7X ME DEPT.COMiE - 3•xPL / OD DD 11p `..' /,: ,1 0-. ;,,ti.,•� �� � /, $ / (/ $ � ,�' ` oPICAL HscnEE oPICAL HscaiR I Mme.,=t„mE EXISTING FIRE SPRINKLER VALVE ASSEMBLY PLOT PLAN' N«+T- N.T.S. �'�'�^°'°'°'°"�'s'e"�"'"°"�:°" NAL4 AND ADDRESS OF CANER:PECON'C ANONG,IY0 BREDMECN ROAD GREFNPORT NY 11944 NMC AND ADOFE55 OF TENANT:PECOWC LAA2 NGS 1500 RRECNNDCX ROAD GREENPORIf NY 1194 MWE ANO ADDRESS OF PROJECT ENGWFR OR ARCHITECT: CG XNq ENGDFEFRM.P.C.;1755 SCEPERE ROOD VAPITUCK NY 11952 SLIM OF ION TRNIQERE TOEXISTING IYET SISTEU:27 SUMOF NEW SPRINKLERS TO DOSTING DRY SSIDN 19 GALLONS ADDED TO EXISTING DRY WEM:APPROXIMATELY 41.519 imMa--7, mnnu as DRY sra,,- 'O rm s�a�wn mI• ISI n I.Aft PIP:MID Fglj%o ID B:CAI.VANM m Dmw sr`vwnx x8. NARRATIVE OF SCOPE OF VSTIOU . ,-nmH°O°rc.0.19 cax/sDn. EXISTING WET AND DRY SRFEUS EXIDIOED TO PROAOE CDAPAGE FOR NFtl EXTENSION ON E7u5TING A'JiLDMC rwapwDrn Hm.uv a-rw�,a xruurcx-;�so_n. -� `/y ORA SRIEY VCRs Y I, o-x Iumt-s.8.�.s8.-3Q' .-�,' 3lNIl US-If ELT fonR � `• _ — 1-STAFY OIu,XD-]ID�cP.v.Ai,S P4 l: I,�:.-•. ._(PIX ID REI �:: A_x0�5E iA[IUl•b f CxrtPeu wroR,eR21AREA-112 1 I� •4- 33/ o6 uSA W8. IM � 0 -- I I-DdDN DErNTY-9.l9 EPY/TOR. U, m I W,` =,.5 Y KaH II a-CWuvf[Pm xwgFR s<. I "�0iv.1P ii' '�ucuxoa lrry M® -'�'�° i �I ilu�irx�m�ll r ,�/� i�'"�'wM-lsc�-lI'- 1PAm� .SII II +-xasroMix,Ex cxsw,En..m llEws �, �p/ F� ll' _ e n 1. _ ", '� J 6-8.vPxrtt as�unvA-t9R'�m7e® ,y'QY }( i 2022 ' _ - I\/_• ._. _ ,,. -, ,_ _— .-, '�� - 1' ',�=ss �I r_ - _ II ___ +- _ + \r8. -- ?II iwss AumuMa�cr. II # BUMM TG - Aicro TO tll�' `y DEPT. . LEGEND ',� A. M�fr Ew SPmNKIFA PM]E ro of MhSVJ.IID f I J 'rtl4 ,O E%Twe PPE xev CoxxECIN?x- F ^ IH' -- -�� -•- • L � FXMonuG Px+E To Reww - - iI 1: r1 I I • I I ©DRY SYSTEM FIRE SPRINKLER PLAN ©WET SYSTEM FIRE SPRINKLER PLAN BLALE: I!6-•I'-O" P BCALE: I/B°•I'-0.. I I NEW YORK STATE NOTES: 1.IN ACCORDANCE'ARI ARTICLE 145 PARAGRAPH 72097 OF THE NEV YORK STATE EDUCATION SCOPE OF WORK: TAW,THESE PLANS MAY BE ALTER©ONLY BY A PROFESSIONAL EN'G'NEER LCENSED IN NEW YORK 'T r COPri I. SCAM Circ vm+NFx 110 M1I'R11G To ALLwW09E s9F BUILDINGGRDaXxv OR BY AN EMPLOYEE UNDER THE DIRECT SUPERITSION OF A PROFESSIONAL -, Aoxt'rVN '`'•P z O6TNL NOX BRACH PC PPE u0 W.0loos As SWAN nun A•0 Wf suras 2,BEFORE THESE PIANS ARE TO BE REMSED,AMENDED OR ALTERED 6Y ANOTHER PROFESSIONAL PLUMBING _ ENGINEER WRITTEN PERMISSION MUST BE GRANTED BY UCENSED ENGINEER of RECORD. & EATING, - w mnxlcnvH xAr mo.P>o.I ''^ ruxaAP m¢xx(r-n�j _ AoolnoNAL mlcnaN Loss xAs �J ,wDr =_ W e°���» HARTBING & HEATING I BEEN REFLECTED IN 7HE -np••nr rew.c � _ _ _ - _ ,,e¢-nE�=Erv,w,•.n sap ccs•SPEs xEalMx,e. SPkII:wLE.-.S,HE 1 LGENC CORN PLUM C12i+£v9E P''ftv'� .+ifp'rJ_ievuBecD.-r5Ewe3reO.w m � —��EN I r.n �8.i r[�B NdUNSOtld.NY 11779 HYCRAULIC CALLULAnCNS "r°"X91 -� - _ ro.NwE x.,x _ - Trp.xwNrcr. • ,KE ',Y UNOBSTRUCTED r '� - .rEx x.Ea,eE:-�.-A�na�.�:s w urzn oxsre, "'y ' � �� e� e�r,,,,E,�•�r CONSTRUCTION - _ _ - "`ERs' - -:s ,� SPPECONrICT LANDING BLDG EXT. pwc I - - - •.rti,uaxo .N� ha re+.ncs'r. S FIRE SPRINKLER PLAN Nrx,w Pwm MATERIAL SPECIFC,TIONS °wr"R "'°'6"r cKnoa pD.o cREfxpoRi,xeN rPRx rr.w •m 'i• � ,soo eu cwxc a ExsMrm sv.nrA"E:n m>E xrmo ' URANCH LNES BULK&`.MINS SPRINKLER HEADS puxs DRAwx m' Aaa xo FLEX HEAD DETAIL Q.R. CONCEALED SPRINKLER HEAD Q.R. UPRIGHT SPRINKLER HEAD PIPE ■rx-ro , „oPR�_� r, ❑114R ❑°° — arsrcoRN rtuateArvc & Hearuv �_, caustic Y xr:".+w:+>r w.*uu:nw nn (as,)ceP-ssDD nRE Dx rx Gss,)seD-Ipso mTMNc50�x©�, 11 ' �. rr3/s�� ■� ED�P� I HAVGERSw--0— ❑M ■1.!N-R0-1 - u�'AS NOTED M""'06.19.2020 `SEM c rocu f "0 Johnson f Controls TA B TTA w :_RODUCTDi4SU MI L' PROJECT: PECONIC LANDING -WELLNESS CENTER LOCATION: 1500 BRECK NOCK ROAD GREENPORT, NY 11944 ELECTRICAL CONTRACTOR: PECONIC LANDING 1500 BRECK NOCK ROAD GREENPORT, NY 11944 PROJECT NUMBER/ DATE PREPARED: 650237281/ 07/19/2022 REVISION 1: 07/22/2022 BUILDING SYSTEMS SALES REPRESENTATIVE: KEVIN QUIGLEY SPECIFICATION SECTION: FIRE ALARM SYSTEM SUPPLIER: Johnson Controls Fire Protection LP Long Island DistrictOffice U.S.Corporate Sales&Marketing 35 Arkay Drive . . 50 Technology Drive Hauppauge, NY 11788 Westminster,MA 01441-0001 ENGINEERING DEPT. PHONE:631-404-1032 Toll Free:(800)746-7539 SERVICE:631-404-1000 Long Distance:(978)731-25 ® tcn l� 11 I JUL 2 9 2022 BOLDING DSp-r TOWN OFSOOT11OLD PROJECT BILL OF MATERIALS PROJECT NO. PROJECT NAME 650237281 PECONIC LANDING-WELLNESS CENTER NEW PERIPHERALS Product ID. Qtv.Product Description Paae 4098-9714 18 TrueAlarm Photoelectric Smoke Sensor 1-6 4098-9792 IT TrueAlarm Sensor Base 1-6 4098-9770 2 Extended Life CO Base,Standard Operation 7-14 4099-9004 1 Pull Station,ZDNet,Single Action,LED 15-20 4906-9101 1 Multi-Candela Visible Only,Non-Addr,Red,Wall Mount 21-26 4906-9154 2 Multi-Candela SN,Non-Addr,White,Ceiling Mount 27-32 Page 1 SimplEx TrueAlarm Analog Sensing UL,ULC,CSFMListed;FMApproved* TrueAlarm Analog Sensors- Photoelectric and Heat; Standard Bases and Accessories Features average value and stores it.Comparing the sensor's present value against its average value and time,determines an alarm or other TrueAlarm analog sensing provides the following features abnormal condition. • Digital transmission of analog sensor values using ZDNet or MAPNET II Intelligent data evaluation two-wire communications Monitoring each sensor's average value provides a continuously For use with the following Simplex products shifting reference point.A software filtering process compensates for environmental factors,such as dust and dirt,and component aging,to 4007ES,4010,4010ES,4100ES,and 41000 Series control units;and provide an accurate reference for evaluating new activity.This filtering 4008 Series control units with reduced feature set(refer to data sheet reduces the probability of false or nuisance alarms caused by shifts in 54008-0001 for details) sensitivity,either up or down. 4020,4100,and 4120 Series control units,Universal Transponders, Control unit selection and 2120 TrueAlarm CDTs equipped for MAPNET II operation The control unit stores peak activity for each sensor to assist in Fire alarm control unit provides the folloing features evaluating specific locations.The host control unit determines the alarm set point for each TrueAlarm sensor,selectable as more or less sensitive Peak value logging with accurate analysis of each sensor for individual as the individual application requires. sensitivity selection ; Sensitivity monitoring meets NFPA 72 sensitivity testing requirements; . , automatic individual sensor calibration check verifies sensor integrity Automatic environmental compensation,multi-stage alarm operation, and display of sensitivity directly in percent for each foot ' Display and print detailed sensor information in plain English language Photoelectric smoke sensors provide the following features • Sensitivity levels from 0.2%to 3.1%.See TrueAlarm sensors for more Figure 1:4098-9714 TrueAlarm information. photoelectric sensor mounted in base Heat sensors have these features Timed/multi-stage selection Three fixed temperature sensing thresholds:135°F,155°F and 190°F You can program the sensor alarm set points for timed automatic Rate-of-rise temperature sensing sensitivity selection,such as more sensitive at night,less sensitive during Utility temperature sensing day.You can program the control unit to provide multi-stage operation for each sensor. Listed to UL 521 and ULC-5530 Sensor alarm and trouble LED indication General features Each sensor base's LED pulses to indicate communications with the unit. Ceiling or wall mounting If the control unit determines a sensor is in alarm,is dirty,or has some Listed to UL 268 7th Edition and ULC-5529 other type of trouble,the details are annunciated at the control unit and the sensor's base LED will turn on steadily.During a system alarm,the NEMA 1 rated.See TrueAlarm analog sensing product selection chart control unit will control the LEDs such that an LED indicating a trouble for more information. will return to pulsing to help identify the alarmed sensors. Louvered smoke sensor design enhances smoke capture by directing flow to chamber;entrance areas are minimally visible when ceiling TrueAlarm sensor bases and accessories mounted Designed for EMI compatibility Sensor base features Magnetic testing Different bases support a supervised or unsupervised output relay,or Base mounted address selection a remote LED alarm indicator Address remains with its programmed location Additional base reference Accessible from front,DIP switch under sensor For isolator bases,refer to data sheet 54098-0025 General features For sounder bases,refer to data sheet S4098-0028 Automatic identification provides default sensitivity when substituting For photo/heat sensors,refer to data sheet S4098-0024,single sensor types address and S4098-0033,dual address Integral red LED for power-on,pulsing,or alarm or trouble,steady on Locking anti-tamper design mounts on standard outlet box Description Magnetically-operated functional test Digital communication of analog sensing TrueAlarm analog sensors provide an analog measurement digitally communicated to the host control panel using Simplex addressable communications.The control unit analyses the data,determines an *These products have been approved by the California State Fire Marshal(CSFM)pursuant to Section 13144.1 of the California Health and Safety Code.See CSFM Listings 7272-0026:218, 7271-0026:231,7270-0026:216,and 7300-0026:217 for allowable values and/or conditions concerning material presented in this document.Additional listings may be applicable,contactyour local Simplex product supplier for the latest status.Listings and approvals under Simplex Time Recorder Co.are the property of Tyco Fire Protection Products. S4098-0019 Rev.29 1/2022 Page 2 ':.:. SSim plex TrueAlarm Analog Sensors- Photoelectric and Heat; Standard Bases and Accessories Sensor bases You can easily interchange different TrueAlarm sensor types to meet 4098-9792,standard sensor base specific location requirements.This feature allows intentional sensor 4098-9789,sensor base with wired connections substitution during building construction.When conditions are temporarily dusty,you can install heat sensors without reprogramming • 2098-9808 remote LED alarm indicator or 4098-9822 relay(relay is the control unit,as covering smoke sensors causes them to be disabled. unsupervised and requires separate 24 VDC) Although the control unit will indicate an incorrect sensor type,the heat Supervised relay bases not compatible with 2120 CDT: sensor will operate at a default sensitivity providing heat detection for 4098-9791,4-wire sensor base,use with remote or locally mounted building protection at that location. 2098-9737 relay,requires separate 24 VDC 4098-9780,2-wire sensor base,use with remote or locally mounted Mounting reference 4098-9860 relay,no separate power required Electrical Box Requirements:(boxes are by others) Supervised relay operation is programmable and can be manually Without relay in the box:4"octagonal or 4"square,1-112"deep; operated from control unit single gang,2"deep Includes wired connections for remote LED alarm indicator or With relay in the box:4"octagonal or 4"square,1-112"deep, 4098-9822 relay,relay is unsupervised and requires separate 24 VDC with 1-1/2"extension ring Sensor base options 4"(102 mm)Square Box 4"(102 mm)Octagonal Box 2098-9737,remote or local mount supervised relay Surface mount reference DPDT contacts for resistive/suppressed loads - power limited rating of 3 A at 28 VDC �N non-power limited rating of 3 A at 120 VAC,requires external 24 VDC 17' coil power 4098-9860,remote or local mount supervised relay 1-1/2"(38 mm) •SPDT dry contacts,power limited rating of 2 A at 30 VDC,resistive;non- minimum box depth Flush mount reference,mount even with final power limited rating of 0.5 A at 125 VAC,resistive surface,or with up to 1/4"(6.4 mm)maximum recess 4098-9822,LED annunciation relay Supervised Relay •Activates when base LED is on steady,indicating local alarm or trouble (mounts in base Relay(mounts electrical box or in base electrical box) DPDT contacts for resistive/suppressed loads,power limited rating of remotely) 2 A at 28 VDC;non-power limited rating of 1/2 A at 120 VAC,(requires external 24 VDC coil power) . 4098-9832,adapter plate 7RelaySize: 2-1/2"X 1-1/2"X 1" • Required for surface or semi-flush mounting to 4 in.square electrical (3.75 in3)(64 mm X 38 mm X 25.4 mm) box and for surface mounting to 4 in.octagonal box • Can be used for cosmetic retrofitting to existing 6 3/8 in.diameter base Supervised Relayz(mounts in base product electrical box or remotely;2-3/8"X 1-1/4"X 11/32" 2098-9808,remote red LED alarm indicator (1 in3)(60.4 mm X 31.8 mm X 8.6 mm) Mounts on single gang box NOTE:Review total wire count,wire size,and accessories being wired to determine required box volume. 1 6-3/8"(162 mm) ALARM t Adapter Plate,required for 0 1/4" mounting to surface mounted boxes (6.4 mm) and 4"square flush box I. 4-7/8"(124 mm) •I 135implex 15/16" (24 mm) o TrueAlarm Bases Figure 2:Remote red LED alarm indicator Figure 3:Mounting reference Table 1:Product mounting-SKU reference Description ProductSK _ U : ._ •.• TrueAlarm sensor bases contain integral addressable electronics that Relay 4098-9822 constantly monitor the status of the detachable photoelectric or heat Supervised relay (Example 1 2098-9739 sensors.Each sensor's output is digitized and transmitted to the system Example 2 4098 9860 fire alarm control unit every four seconds. Adapter plate 14098-9832 TrueAlarm bases ;4098-9780,40994TH—,469-9-09 1, 14098-9792 Page 2 S4098-0019 Rev.29 1/2022 Page 3 _ rJtk;C{- ;_c5rail:y, ` SSimplex TrueAlarm Analog Sensors- Photoelectric and Heat; Standard Bases and Accessories TrueAlarm sensors In a slowly developing fire,the temperature may not increase rapidly enough to operate the rate-of-rise feature.However,an alarm will be Features initiated when the temperature reaches its rated fixed temperature Sealed against rear air flow entry setting. Interchangeable mounting You can program TrueAlarm heat sensors as a utility device to monitor for temperature extremes in the range of 32°F to 155°F(0°C to 68°C). EMI/RFI shielded electronics This feature can provide freeze warnings,or alert you to HVAC system Heat sensors: problems.Refer to panel specifications for availability. -Selectable rate compensated,fixed temperature sensing with or without rate-of-rise operation -7/8"(124 mm); - Rated spacing distance between sensors: L)�LED status indicator Fixed Temp. UL and.ULC (FM Spacing;Either Fixed 2-3/8" Setting Spacing 'Temperature Setting (60 mm) 135°F(57.2°C) 60 ft x 60 ft 20 ft x 20 ft(6.1 m)for fixed 190°F(88°C) (18.3 m) temperature only,RTI=Quick 40 ft x 40 ft 50 ft x 50 ft(15.2 m)for fixed 155°F(68°C) (12.2 m) temperature with either rate-of-rise selection;RTI=Ultra Fast Note:190°F(88°C)ratings apply only to the 4098-9734 sensor. Figure 5:4098-9733 heat sensor with base Smoke sensors -7/8"(124 mm) Photoelectric technology sensing 360°smoke entry for optimum response LED status indicator Built-in insect screens 2-3/8 (60 mm) 4098-9714 photoelectric sensor TrueAlarm photoelectric sensors use a stable,pulsed LED light source and a silicon photodiode receiver to deliver consistent and accurate low power smoke sensing.There are three user-selectable sensitivities for special applications for each individual sensor:0.2%,0.5%,and 1% Figure 6:4098-9734 high temperature heat sensor with base for each foot.Standard sensitivity is 1.25%to 3.1%for each foot.The WARNING:In most fires,hazardous levels of smoke and toxic gas fire alarm control unit runs an algorithm that can vary the sensitivity for can build up before a heat detection device would initiate an alarm.In normal applications between 1.25%and 3.1%for each foot. cases where Life Safety is a factor,the use of smoke detection is highly Note:Fixed sensitivity settings higher than 1.0%for each foot are not recommended. UL268 7th Edition compliant. The sensor head design provides 360°smoke entry for optimum Application reference response to smoke from any direction.Due to its photoelectric Sensor locations should be determined only after careful consideration operation,air velocity is not normally a factor,except for impact on area of the physical layout and contents of the area to be protected.Refer to smoke flow. NFPA 72,the National Fire Alarm and Signaling Code.On smooth ceilings, a smoke sensor spacing of 30 ft(9.1 m)can be used as a guide. -718"(124 mm) For detailed application information including sensitivity selection,refer to Installation Instructions 574-709. O''`-LED status indicator 2-1/8" (54 mm) Figure 4:4098-9714 photoelectric sensor with base 4098-9733 and 4098-9734 heat sensors TrueAlarm heat sensors are self-restoring and provide rate- compensated,fixed temperature sensing,you can select with or without rate-of-rise temperature sensing.Due to its small thermal mass,the sensor accurately and quickly measures the local temperature for analysis at the fire alarm control unit. You can select rate-of-rise temperature detection at the control unit for either 15°F or 20°F,(8.3°C or 11.1°C)for each minute.Fixed temperature sensing is independent of rate-of-rise sensing and you can program it to operate at 135°F or 155°F(57.2°C or 68°C).The 4098-9734 sensor provides an additional 190°F(88°q set point. Page 3 54098-0019 Rev.29 1/2022 Page 4 O Simplex TrueAlarm Analog Sensors- Photoelectric and Heat; Standard Bases and Accessories TrueAlarm analog sensing product selection chart Table 2:TrueAlarm sensor bases(for use with sensors 4098-9714 and 4098-9733) SKU !Color Description Compatibility jmounting requirements 4098-9792 4 in.octagonal or 4 in.White square GSA4098-9792 Standard sensor base No options (box,1 1/2 in.min.depth;or single 4098-9776 Black gang box,2 in.min.depth 4098-9789 Sensor base with connections I 4098-97891ND White for remote LED alarm indicator 2098-9808 remote alarm indicator or GSA4098-9789 ( or unsupervised relay 4098-9822 unsupervised relay 4098-9775 Black 4 in.octagonal or 4 in.square_box 4098-9791 4-wire sensor supervised relay 2098-9737 supervised remote relay Note: Note:NOT compati- White base with connections for LED 2098-9808 remote alarm indicator or ble with the 2120 CDT indicator or unsupervised relay 4098-9822 unsupervised relay Box depth requirements depend on total wire count and wire size, 4098-9780 4098-9860 supervised remote relay see Table 4 for reference. GSA4098-9780 2-wire sensor supervised relay -------- -- — White base with connections for LED 2098-9808 remote alarm indicator or Note:NOT compati- indicator or unsupervised relay 4098-9822 unsupervised relay ble with the 2120 CDT I Note:SKU numbers ending in IND are assembled in India.SKU numbers with GSA prefix are assembled in the USA. Refer to Application Manual 574-709 and Installation Instructions 574-707 for additional information. Table 3:TrueAlarm sensors SKU iColor Description Compatibility !Mounting requirements i 4098-9714 I 4098-9714-IND White GSA4098-9714 Photoelectric smoke sensor 4098-9774 Black 4098-9733 1 Bases 4098-9775,4098-9776,4098-9792,'Refer to base requirements GSA4098-9733 (White Heat sensor 4098-9789,4098-9791,and 4098-9780 ; 4098-9778 ;Black 4098-9734 GSA4098-9734 (White High temperature heat sensor Note: All of these SKUs are NEMA 1 rated. The 4098-9734 Heat Sensor is compatible with IDNet on the 4100ES,4010ES,and 4007ES only. SKU numbers with GSA prefix are assembled in the USA. Table 4:TrueAlarm sensor/base accessories SKU Description Compatibility Mounting requirements 2098-9737 Supervised relay,mounts remote or in base For use with 4098-9791 base Remote mounting requires 4 in.octagonal electrical box or 4 in.square box,1 1/2 in.minimum depth 4098-9860 Supervised relay,mounts remote or in base For use with 4098-9780 base Base mounting requires 4 in.octagonal electrical box box,21/8 in.deep with 1 1/2 in.extension I ring Remote red LED alarm indicator on single Bases 4098-9789,4098-9791,and 2098 9808 gang stainless steel plate 4098-9780 Single gang box,1 1/2 in.minimum depth Unsupervised relay,tracks base led status. Bases 4098-9789,4098-9791,and 4 in.octagonal box,2 1/8 in.deep with 1 4098-9822 n.extension ring Note:Mounts only in base electrical box. 4098-9780 1/2 ig Bases 4098-9792,4098-9789, Required for surface or semi-flush 4098-9832 Adapter plate 4098 9791,and 4098 9780 mounted 4 in.square box and for surface mounted 4 in.octagonal box Note:2098-9808 is NEMA 1 rated. Page 4 54098-0019 Rev.29 1/2022 {k+ d 4 Page 5 C USimplex TrueAlarm Analog Sensors- Photoelectric and Heat; Standard Bases and Accessories Specifications Table 5:General operating specifications Specification Rating i Communications and sensor supervisory power IDNet or MAPNET II communications,auto-selected,one address for each base - -- - --- --- - ---- Communications connections iscrew terminals for in/out wiring,18 to 14 AWG,0.82 mmz to 2.08 mmz Remote LED alarm indicator current 11 mA typical,no impact to alarm current Remote LED alarm indicator and relay connections lColor coded wire leads,18 AWG,0.82 mmz i UL listed operating temperature range 132°F to 100°F,0°C to 38°C I with 4098-9733 Heat Sensor (32°F to 122°F,0°C to 50°C Operating temperature rangewith 4098-9714 Smoke 115°F to 122°F,-9°C to 50°C ISensor with 4098-9734 Heat Sensor 132oF to 150°F,0°C to 66°C Storage temperature range i0°F to 140T,-18°C to 60°C Humidity range 110%to 95%RH 4098-9714 smoke sensor air velocity rating ;0 004to 0 ft/min,0 to 1220 m/min I Housing color Frost white or black Table 6:4098-9791 Base with supervised remote relay 2098-9737 Specification Rating Externally supplied relay coil voltage 18 VDC to 32 VDC,nominal 24 VDC Supervisory current 270 NA,from 24 VDC supply Alarm current with 2098-9737 relay '28 mA,from 24 VDC supply Note:See Sensor base options for contact ratings. Table 7:4098-9780 Base with supervised remote relay 4098-9860 Specification ;Rating Power 15upplied from communications Table 8,4098-9822 Unsupervised relay,requirements for bases 4098-9789,4098-9791,and 4098-9780 Specification ";Rating Externally supplied relay coil voltage 118 VDC to 32 VDC,nominal 24 VDC Supervisory current ;Supplied from communications Alarm current 113 mAfrom separate 24 VD_C_supply Note:See Sensor base options for contact ratings. — Page 5 54098-0019 Rev.29 1/2022 Page 6 s Simplex TrueAlarm Analog Sensors-Photoelectric and Heat;Standard Bases and Accessories ©2022 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision and are subject to change without notice. Additional listings may be applicable,contactyour local Simplex@ product supplier for the latest status.Listings and approvals under Simplex Time Recorder Co.Simplex, and the product names listed in this material are marks or registered marks.Unauthorized use is strictly prohibited.NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association(NFPA). 54098-0019 Rev.29 1/2022 'dd�d�� Pagel - - f/,r,,l A ®simplex Multi-Point Peripherals UL, ULC, CSFM Listed; TrueAlarm CO Sensor Bases for Smoke, Heat, and FM Approved* Photo/Heat Sensors using ZDNet Communications TrueAlarm addressable CO sensor bases contain a carbon monoxide(CO)sensing module providing both CO toxic gas monitoring and enhanced fire detection: • For use with 4007ES;and 4010ES or 4100ES fire alarm control panels with software revision 2.01.02 or higher • For use with 410OU fire alarm control panels with software revision 12.05 or higher TrueAlarm CO Sensor Base with Sounder • CO sensor bases support(and require)a TrueAlarm (shown with 4098-9754 Photo/Heat Sensor) photoelectric,photo/heat or heat sensor(ordered separately) e -• • Model 4098-9770 provides standard features,model Panel operation summary: 4098-9771 also provides a piezoelectric sounder • CO sensor bases are multi-point devices,consume only • CO sensor data is stored and analyzed at the panel;a new sa Service Report provides easy information access(see one IDNet address,and receive both communications and sensor power from the IDNet channel(the sounder sample on page 3) base requires separate 24 VDC system power or NAC • 4007ES,4010ES,and 4100ES panels provide ten(10) connection) - year end of life status indication with CO sensor • Listed to UL 268,Smoke Detectors for Fire Alarm expiration notices occurring within 12 months and within Signaling Systems and UL 2075,Gas and Vapor 6 months,allowing service replacement planning Detectors and Sensors;allowing systems to be listed to • 410OU panels provide five(5)year end of life status Standard 2034,Single and Multiple Station Carbon indication with the 12 and 6 month replacement notices Monoxide Alarms • Analog sensor information is digitally transmitted to the • Listed by ULC to CSA 6.19-01 Residential Carbon host control panel via IDNet communications for Monoxide Alarming Devices processing to evaluate and track status Carbon monoxide concentration in ppm(parts per • Three types of CO influenced operation are available; million)is available for viewing from the panel user UL 2034 CO alarm detection;UL 2075 CO(OSHA) interface level monitoring for ventilation control;and For OSHA compliant CO gas sensing,CO condition multi-criteria fire sensor analysis with algorithms that level may be programmed by concentration(must be combines optical and CO gas monitoring information above 30 ppm) Operation of a CO sensor base with a • 4100ES Audio Control Panels can provide a CO photoelectric or a photo/heat sensor allows: Relocation Message with Temporal Code 4 tone and • Independent sensor operation or selectable multi-sensor Voice Evacuation(reference UCSET1393,see modes of False Alarm Reduction or Faster Detection S4100-0034) • False Alarm Reduction analyzes CO and photoelectric General features: sensor information together to provide a sophisticated • Sensors may be either wall or ceiling mounted rejection of non-fire conditions normally troublesome as e Operation of a CO sensor base with heat sensor provides false alarms(steam,dust,aerosols,etc.) dual independent sensor operation o Faster Detection(increased sensitivity)algorithm • New CO test mode allows functional testing of each analyzes CO and photoelectric sensor information to sensor technology including the CO sensor allow the presence of CO to implement an increased • Optional accessories include remote alarm LED,alarm photoelectric sensitivity for high value locations relay,and mounting adapter plate (museums,electrical equipment rooms,etc.) • Designed for EMI compatibility Sounder base operation details: • Provides magnetic test • When connected to a panel NAC through the 4905-9835 CO sensor element is easily replaced when end of Temporal Code Module,the sounder base can provide service life is reached: temporal code 3(TC3)for fire,or temporal code 4 • Access to CO sensor replacement cartridge(CORC, (TC4)for toxic carbon monoxide alarms 4098-9747)requires removal of interchangeable sensor • 4905-9835 module may also be used to code other head providing tamper monitoring(sensor removal (non-fire)dedicated carbon monoxide notification causes a trouble condition) appliances(refer to data sheet S4905-0006) This product has been approved by the California State Fire Marshal(CSFM)pursuant • Sounder can be manually activated from the panel to Section 13144.1 of the California Health and Safety Code.See CSFM Listing 7300-0026:330 for allowable values and/or conditions concerning material presented in • Sounder operation is also listed to UL 464 as an audible this document.Listings and approvals under Simplex Time Recorder Co.are the notification appliance property of Tyco Fire Protection Products. S4098-0052-4 1/2015 Page 8 _ ,c ForesT.-MIMMER • • • M7 Milire M IM M 17"o K*r@TTFT • Carbon monoxide(CO)is an odorless,colorless, Nuisance Alarm Reduction Details.For applications tasteless gas produced by the incomplete combustion of of anticipated nuisance alarm conditions,photoelectric heating fuels such as wood,coal,heating oil,and natural sensitivity is normally selected for 3.70/o/ft smoke gas.CO is also a byproduct of many materials experiencing obscuration.However,the addition of CO sensing allows unintentional fire or even incipient fire conditions. the host control panel to apply software verification similar Monitoring of CO levels can warn of physically harmful to the timed alarm verification feature often used with concentrations,however,sensing of CO levels below the conventional smoke detection. harmful level can also provide improved understanding of Faster Fire Detection.For applications where faster incipient fire conditions when evaluated in combination response to incipient or slow building fires is desired and with photoelectric fire sensor information from the same environment appropriate,the Faster Fire Detection mode location. correlates the outputs of the CO sensor and the photoelectric Simplex°CO sensor bases combine an electrolytic CO sensor to provide increased sensitivity.This mode provides sensing module with a TrueAlarm analog sensor to provide earlier detection compared to a standard sensitive a single multiple sensing assembly using one system photoelectric sensor setting,and also provides more false address.The CO sensor can be enabled/disabled,used in alarm reduction compared to using a sensitive setting in an LED/Switch modes and custom control,and can be made area not normally considered appropriate. public for communication across a fire alarm Network. Faster Fire Detection Details.TrueAlarm photoelectric CO sensor operation is similar to other TrueAlarm sensors can be selected to be as sensitive as 0.20/o/ft sensors(photoelectric or heat).It provides current analog obscuration for applications evaluated as appropriate to that values,average analog value,"No Answer"troubles, level.However,if the environment is not suitable for that "Wrong Device"troubles,over threshold,concentration in sensitivity level,the Faster Fire Detection mode allows the ppm,and monitors for the presence of the CO sensor.Base photoelectric sensor to be selected as a"standard"2.5%/ft mounted address selection allows the address to remain obscuration,but with the presence of a significant level of with its location when the sensor is removed for service or CO,the combination of CO and photo sensing input can type change.Address access is from the front,under the allow an equivalent sensitivity approaching 0.50/o/ft removable sensor.An integral red LED indicates power-on obscuration.The host control panel tracks two photoelectric by pulsing,or alarm or trouble when steady on,and also sensitivities,the one selected for photoelectric operation provides test mode status(see page 3).Detailed status is only(typically 2.5%),and the CO correlation sensitivity available at the fire alarm control panel. that it adjusts depending on the amount of CO present. • • I - • • • - • • • • •- Toxic Gas Sensing, UL 2034/UL 2075.For CO toxic Smoke sensor features include:sensitivity gas detection,the bases provide toxic gas sensing to the monitoring satisfying NFPA 72 sensitivity testing UL 2034 and UL 2075 standards.Toxic gas sensing may be requirements,automatic individual sensor calibration selected at the same time as any of the combined CO photo - checking to verify sensor integrity,automatic fire detection modes are selected. environmental compensation,available multi-stage alarm Toxic Gas Sensing, OSHA Compliant.For OSHA operation,display of sensitivity directly in percent per foot, compliant gas sensing,the desired threshold level(above monitoring of peak activity per sensor,alarm set point,and 30 ppm)is selected at the control panel as required for the time of day or multi-stage alarm selection. application,typically for ventilation control.Refer to page 3 Sensor Alarm and Trouble LED Indications.The for additional OSHA CO monitoring information. sensor base LED pulses to indicate communications with Enhanced Fire Sensing.Each sensor provides an the panel.If a sensor is in alarm,or has a trouble condition, analog measurement digitally communicated to the control the status is annunciated at the control panel and that base panel for analysis.At the panel,these analog values are LED will turn on steady.During a system alarm,the panel used separately,or combined,to evaluate for conditions will control LEDs such that a trouble indication will return indicative of fire,incipient fire,excessive heat,and freeze to pulsing to help identify the sensors in alarm. warning.For fire,the addition of a CO sensor provides two Reported CO Sensor troubles are:Disabled,Almost new selectable modes of operation:Nuisance Alarm Expired 12 Months,Almost Expired 6 Months,Expired Reduction Mode and Faster Fire Detection.These two (End of Life), Short,and Sensor Missing/Failed. modes were developed using the results of extensive testing Trouble Details."Almost Expired"is similar to the of actual fires performed under a wide variety of conditions. "Almost Dirty"trouble for a photoelectric sensor. (Refer to page 4 for additional operation mode options.) "Expired"trouble is similar to the"Dirty"trouble for a Nuisance Alarm Reduction Mode allows the host TrueAlarm photoelectric sensor.CO sensor technology control panel to combine photoelectric sensor input and CO does not support automatic sensitivity testing and drift sensor level input to reduce false alarms caused by non-fire compensation as is available with a photoelectric sensor. conditions.Non-fire conditions can be steam from End of useful CO sensor life is based upon a set 10 year bathroom showers,particles from dusty environments, operational lifetime(5 years for 410OU panels),tracked by aerosols from personal care products,tobacco smoke, date code built into the CO sensor module electronics. cooking smoke,or other similar conditions. Although the CO sensor will continue to function after the expired trouble is indicated,replacement is required to ensure proper detection accuracy. 2 S4098-0052-4 1/2015 Page 9 c,n" REM 0. Mil�l JrL0ZR=g1 Panel Test Mode. To facilitate functional testing of the 2098-9808,Remote red LED CO sensor,a new test mode is available in the host control Alarm Indicator mounts on a panel.In this mode,the CO sensor,and installed heat or single gang box to provide status smoke sensor can be easily functionally tested. indications where the sensor not be readily Panel Test Mode Details.When in the CO test mode, location may ALARM the internal multiple sensor analysis algorithms are disabled visible.(See illustration to right.) O allowing each sensor to be quickly tested either individually 4098-9822,LED Annunciation or simultaneously,depending on the test equipment used. Relay activates when base LED is CO testing can be performed using a Solo Model 332 on steady,indicating a local alarm f3Sanplex aerosol dispenser(or equal).(Testing is available through or trouble.Contacts are DPDT, your local authorized Simplex product supplier.)The base rated 2 A @ 30 VDC; 1/2 A @ LED will display steady ON when individual sensors are 120 VAC for transient suppressed activated during test.Refer to the Application Reference loads(requires external 24 VDC - - section for more information. coil power). OSHA CO monitoring.For OSHA compliant gas sensing, • • • control panel software supports custom programming based upon CO concentration levels.For example,turn on Determine sensor locations after careful consideration of the ventilation if the CO level is above X ppm and then turn off physical layout and contents of the area to be protected. ventilation when the level drops below Y ppm(or select For fire alarm applications: either value as a range if desired).This is separate from • Refer to NFPA 72,the National Fire Alarm and alarm set points. Signaling Code Multi-Point Allocation.4007ES,4010ES,and 4100ES • On smooth ceilings,smoke sensor spacing of 30 ft control panels require only one(1)point at the host panel per (9.1 m)may be used as a guide. CO sensor base.For 410OU control panels,the requirement For detailed application information: is three(3)points at the host panel per CO sensor base with the 4098-9754 multi-sensor,and two(2)points for the other • Refer to 4098 Detectors, Sensors, and Bases Application sensors.Depending on CO sensor base and sensor choice,up Manual,Part Number 574-709. to seven(7)points can be made public to a connected For toxic gas sensor placement and mounting: Simplex Fire Alarm Network.Each CO sensor base uses a • Refer to NFPA 720 Standard for the Installation of single address with"sub-points"layered underneath(such as Carbon Monoxide (CO) Warning Equipment in Dwelling 1-1-0, 1-1-1, 1-1-2, ....1-1-6).(Additional multi-point Units allocation detail is described in reference data sheet S4090-0011.) • Per NFPA 720,Section 5.1 (2005 edition): CO Sensor Base Power Requirements.Power for the 5.1.1 A carbon monoxide alarm or detector shall be standard CO sensor base is provided by IDNet centrally located outside of each separate sleeping area communications.No additional wiring is required for in the immediate vicinity of the bedrooms. upgrading of existing installed TrueAlarm sensor bases. CO 5.1.2 Each alarm or detector shall be located on the wall, sensor sounder bases do require system supplied separate ceiling,or other location as specified in the installation 24 VDC(or NAC)wiring,the same as the standard sounder instructions that accompany the unit. base. • TWO. I M1 TrueAlarm CO Service Reports(sample below)contain information on the CO sensors programmed in the panel displaying pertinent data such as current concentration value in ppm,End of Life date,and current state.This report allows determination of which sensors will require attention.(Sample shows 10 year life tracking with a 4007ES/4010ES/4100ES.) Service Port Page 1 REPORT 6 : TrueAlarm CO Report 12:34:56am MON 06-JUN-14 ----------------------------------------------------------------------------------------------- Channel 1 (M1) Zone Current End of Name--------CUSTOM -LABEL Value Life Date State ---- ------- --------------------------------------------------------------------------- M1-1-2 Conference Room 17 CO Toxic Gas 457PPM 30-MAY-24 PRI M1-2-2 Boiler Room CO Toxic Gas OPPM 30-MAY-24 NOR TRUE ALARM CO REPORT COMPLETED Press RETURN for next Screen OR CTRL-X to abort 3 S4098-0052-4 1/2015 Page 10 `� Johris—n- rf k4 �Ckri,Ga o_i� TrueAlarm CO Sensor Base Model Description ^4098-9770 CO Base,Standard operation-----_______ Select TrueAlarm sensor from list below 4098-9771 CO Base with Sounder TrueAlarm Sensors,select one per CO Sensor Base Model Description — 4098-9714 Photoelectric Smoke Sensor 4098-9754 Multi-Sensor Photoelectric and Heat Sensing Refer to selection table below for available operation modes 4098-9733 Heat Sensor CO Base Replacement CO Cartridge and Accessories(ordered separately as required) Model Description .__._-__.___.._--_—..__._.�.-----_._.__ 4098-9747 CO Replacement Cartridge(CORC) Solo 332 Aerosol Dispenser,suitable for larger diameter detectors;can be used for CO or smoke testing Solo C3 CO Aerosol Canister(case of 12) Model Descri tion Mounting-Requirements 4098-9832 Adapter Plate,required for surface mounted 4"electrical boxes Refer to page 6,mounting reference 2098-9808 Choose Remote red LED Alarm Indicator on single gang Single gang box, 1-1/2"minimum depth one if stainless steel plate 4098-9822 required Relay,tracks base LED status(unsupervised,to be Mounts in base electrical box(requires 1-1/2" mounted only in base electrical box) extension on 4"square or octagonal box) • • • • - • • @1410WAYSIi i i • M Operational Mode Choices* (✓ =operation selected) Sensor Choice o d False Alarm Faster TrueSense utility CO Toxic e Reduction Detection Photo/Heat Photo Fire Heat Fire** Fire Temp. Ion Gast Photoelectric 1 ✓ = - — - — _ option Smoke Sensor 4098-9714 2 J — option — = option Photo/Heat 3 '� — — - option option — option Multi-Sensor 4 option option option option 4098-9754 5 — J option option option option Heat Sensor 6 — — _ — J option = option 4098-9733 7 _ - — option J — - option * NOTE:Duct detection modes are not applicable and are not available. Refer to the Multi-Point Allocation discussion on page 3 for panel point requirement information. **Heat Fire Mode is 135°F or 155°F,fixed or rate-of-rise. t CO Toxic Gas operation is selectable as:Supervisory(which is NOT recommended if communicated off-site),Priority 2(preferred if communicated off-site),or Utility. 4 S4098-0052-4 1/2015 Page 11 • • • IN EI1 ' • Sealed against rear air flow entry TrueAlarm multi-sensors combines the performances of Electronics are EMI/RFI shielded TrueAlarm photoelectric smoke sensing with TrueAlarm thermal sensing to provide both features in a single Heat sensing: assembly.Each sensing element provides data for • Selectable rate compensated,fixed temperature evaluation at the fire alarm control panel where the sensing with or without rate-of-rise operation following four independent detection modes are • Rated spacing distance between sensors: evaluated: • Fixed temperature heat detection Fixed Temp. UL&ULC FM Spacing,Either Fixed • Rate-of-rise heat detection Setting Spacing Temperature Setting • TrueAlarm photoelectric smoke detection 135°F 60 ft x 60 ft 20 ft x 20 ft(6.1 m)for fixed (57.2°C) (18.3 m) temperature only;RTI=Quick • And TrueSense correlation detection 50 ft x 50 ft(15.2 m)for fixed TrueSense analysis correlates both thermal activity 155°F 40 ft x 40 ft temperature with either rate-of-rise and smoke activitysingle multi-sensor location (68°C) (12.2 m) selection;RTI=Ultra Fast at a g using an extensively tested covariance relationship.As a Smoke Sensors: result,TrueSense detection improves response to • Photoelectric technology sensing conditions indicative of faster acting,hot flaming fires when compared to the response of either photoelectric • 360°smoke entry for optimum response smoke activity or thermal activity alone. • Built-in insect screens • 1 • ' 1 ' • • - - • TrueAlarm heat sensors are self-restoring and provide rate TrueAlarm photoelectric sensors use a stable,pulsed compensated,fixed temperature sensing,selectable with or without rate-of-rise temperature sensing.Due to its infrared LED light source and a silicon photodiode small thermal mass,the sensor accurately and quickly receiver to provide consistent and accurate low power measures the local temperature for analysis at the fire smoke sensing. Seven levels of sensitivity are available alarm control panel. for each individual sensor,ranging from 0.2%to 3.7%per foot of smoke obscuration.Sensitivities of 0.2%,0.5% Rate-of-rise temperature detection is selectable at the and 1%are for special applications in clean areas. control panel for either 15°F(8.3°C)or 20°F(11.1°C) Standard sensitivities are 1.5%,2.0%,2.5%,3.0%,and per minute.Fixed temperature sensing is independent of 3.7%.Application type and sensitivity are selected and rate-of-rise sensing and programmable to operate at then monitored at the fire alarm control panel.(For 135°F(57.2°C)or 155°F(68°Q.In a slow developing detailed application information about sensitivity fire,the temperature may not increase rapidly enough to selection,refer to Installation Instructions 574-709.) operate the rate-of-rise feature.However,an alarm will be initiated when the temperature reaches its rated fixed The sensor head design provides 360°smoke entry for temperature setting. optimum smoke response.Due to its photoelectric TrueAlarm heat sensors can be programmed as a utility operation,air velocity is not normally a factor,except for device to monitor for temperature extremes in the range impact on area smoke flow. from 32°F to 155°F(0°C to 68°C).This feature can provide freeze warnings or alert to HVAC system �• 6-7/16"(164 mm) -I problems. 2-5/16"(58 mm) LED status indicator 6-7/16"(164 mm) 2-7/16" (62 mm) 2-9/16" _ Output louvers on (65 mm) Sounder Base extend - CO sensor Thermistor guard from front and side housing (Multi-Sensor only) Dimension and Feature Reference, Photoelectric or Multi-Sensor on CO Sensor Base 4098-9733 Heat Sensor with CO Sensor Base (with CO Sensor Housing facing forward) WARNING: In most fires, hazardous levels of smoke and toxic gas can build up before a heat detection device would initiate an alarm.In cases where Life Safety is a factor,the use of smoke detection is highly recommended. 5 S4098-0052-4 1/2015 ` Page 12 • Electrical Box Requirements:(boxes are by others) Withoutrelay:4"octagonal or 4"square, 1-1/2"deep;single gang,2"deep With relay:4"octagonal or 4"square, 1-1/2"deep,with 1-1/2"extension ring 4"(102 mm)Square Box 4"(102 mm)Octagonal Box Surface mount reference '_1/2"(38 mm) minimum box depth + C C Flush mount reference,mount even with final surface,or with up to 1/4"(6.4 mm)maximum recess --------------------------- Optional 4098-9822 Relay O ; (Mounts in base electrical box Note:Single gang ; and requires additional adapter plate(RACO ; volume,see notes below) No.787 or equal)is required when using 4" square box(by others) Relay size: 2-1/2"X 1-1/2"X 1" Lro ; (64 mm X38mmX 25.4 mm),3.75 cubic inches ----------------------------- 4098-9832 Adapter Plate,required for mounting 6-3/8"Dia. -�� to surface mounted boxes(mounts inverted) x 1/4"thick 6-7/16"(164 mm) -� (29 mm) CO sensor assembly (CORC)shaded for reference LED status indicator (Photoelectric sensor shown for reference) NOTES: 1. Review actual wire size,wire count,box type,and whether 4098-9822 relay is used before determining box size. 2. Mounting to flush mounted box also fits single gang handy box,2-1/8"(51 mm)deep if wiring allows.(Not applicable if 4098-9822 relay is used.) 3. For surface mounted boxes,use 4"square box with single gang adapter plate(RACO No.787 or equal,by others)or 4"octagonal box,both require 4098-9832 Adapter Plate. 4. When 4098-9822 relay is used,mount relay in electrical box and use 1-1/2"extension ring(by others)on 4" square or octagonal box of 1-1/2"or 2-1/8"depth as required. 5.Refer to sensor base Installation Instructions 574-707 for additional information. 6.Refer to CORC Replacement Instructions 579-791 for CO cartridge installation and replacement. 6 S4098-0052-4 1/2015 Page 13 VYY'✓ • - s General Operating Specifications Communications and Sensor Supervisory Power ZDNet communications, 1 address per base Communications and Sounder Power Connections Screw terminals for in/out wiring,18 to 14 AWG(0.82 mm2 to 2.08 mm2) Remote LED Alarm Indicator Current 1 mA typical supplied from communications,no impact to alarm current LED Connections Color coded wire leads, 18 AWG(0.82 MM2) UL Listed Temperature Range 32°F to 100°F(0°C to 38°C) Operating with 4098-9733 32°F to 122°F(0°C to 50°C) Temperature Range with 4098-9714 or 4098-9754 15°F to 122°F(-9°C to 50°C) Humidity Range 15 to 95%RH CO Sensor Base Photoelectric Sensor 4098-9714 Air Velocity Ratings and Multi-Sensor 4098-9754 Air velocity=0-1000 ft/min(0-305 m/min) per Sensor Housing Color Frost White Sounder Operation Sounder Voltage 18 to 32 VDC from steady external source or from NAC Alarm Current(Sounder On) 17 mA @ 24 VDC,24 mA maximum @ 32 VDC 88 dBA minimum @ 10 ft(3 m)per UL Standard 464,Audible Signaling Sounder Output Appliance;UL Standard 268, Smoke Detectors for Fire Protective Signaling Systems and CSA 6.19-01 Supervised Select for continuous 24 VDC power, loss of power is communicated to Sounder Power Supervision panel (Selectable) Unsupervised Select when connected to NAC for sounder power, NAC provides supervision NAC Powered Operation When in alarm,will sound when NAC is in alarm,allowing synchronized pattern(Temporal or March Time,etc.)controlled by the NAC control Reference for CO Monitoring Concentration Alarm Window 70±5 ppm 60 to 240 minutes Requirements Reference for Response Time 150±5 ppm 10 to 50 minutes UL 2034 and CSA 6.19-01 400±10 ppm 4 to 15 minutes False Alarm 30±3 ppm No Alarm for 30 days Resistance 70±5 ppm No Alarm for 60 minutes 1.For CO levels above 40 ppm,the CO alarm level per sensor is determined by calculations performed at the panel based on the time Additional UL 2034 CO Sensor Toxic Gas Monitoring integrated CO levels measured at the sensor.(Levels below 40 ppm are Details not tracked.) 2.While tracking levels above 40 ppm,if the concentration dips below 40 ppm for periods of time,the time to alarm is extended accordingly. With custom control at the fire alarm control panel,Utility Point operations UL 2075 Reference,Commercial OSHA Type can be performed at lower CO concentration levels than those of UL 2034 Operation;Utility Point Mode Example:Start ventilation after 5 minutes at 25 to 35 ppm and also alarm at a reading higher than that range,but lower than UL 2034 allows 4098-9822 Unsupervised Relay Option Externally Supplied Relay Voltage 18-32 VDC,steady source recommended(wires to remote LED leads) Alarm Current 13 mA from separate 24 VDC supply Contact Ratings,DPDT contacts for Power limited rating:2 A @ 30 VDC resistive/suppressed loads Non-power limited rating: 1/2 A @ 120 VAC Relay Operation Tracks base LED status,relay is on with trouble or alarm at the base i 7 S4098-0052-4 1/2015 Page 14 Product Data Sheet Product Data Sheet Temporal Code 4 Module S4905-0006 4100ES Control Panels with EPS Power Supplies S41OO-0100 Standard Bases S4098-0019 41O0ES Standard Control Panels S4100-0031 Isolator Bases S4098-0025 4100ES Audio Control Reference S4100-0034 Standard Sounder Base S4098-0028 4010ES Control Panels S4010-0004 TrueSense Multi-Sensor I S4098-OOT4-]l 4007ES Hybrid Control Panels S4OO7-0001 TYCO,SIMPLEX,and the product names listed in this material are marks and/or registered marks.Unauthorized use is strictly prohibited.NFPA 72 and National Fire Alarm and Signaling Code are trademarks of the National Fire Protection Association(NFPA). ®S i m p I :X Tyco Fire Protection Products•Westminster,MA•0 144 1-0001•USA S4098-0052-4 1/2015 www.simplex-fire.com 0 2015 Tyco Fire Protection Products.All rights reserved All specifications and other information shown were current as of document revision date and are subject to change without notice. Page 15 � �1' ¢ Joh- rIW0� �);tYa s S i m p l Ex Multi-Application Peripherals UL, ULC,CSFM Listed;FM IDNet or MAPNET II Communicating Devices Addressable Manual Stations Approved* Features Single Action NO GRIP Station 4099-9021.For applications such as California Building Code,Title 24,which requires"Controls and operating Individually addressable manual fire alarm stations with: mechanisms shall be operable with one hand and shall not require Power and data supplied via IDNet or MAPNET II addressable tight grasping,pinching or twisting of the wrist"the model 4099-9021 communications using a single wire pair station provides a more easily operated pull lever compared to standard Operation that complies with ADA requirements stations.Retrofit of existing stations is available using the 4099-9805 Visible LED indicator that flashes during communications and is on Retrofit kit. steady when the station has been activated Double Action Stations(Breakglass)require the operator to strike The NO GRIP Single Action Station and Retrofit Kit are available with the front mounted hammer to break the glass and expose the recessed a more easily operated pull lever for applications where anticipated pull lever.The pull lever then operates as a single action station. users may find the standard station lever difficult to activate Pull lever that protrudes when alarmed Break-rod supplied(use is optional) operation dele available with single or double action(breakglass or push) Putt X049 Puu o;N 9N ,( UL listed to Standard 38 NEMA 1 rated.See Addressable Manual Station Product Selection for more information. Compatible with the following Simplex control panels: 4099-9004 4099-9021 NO 4099-9805 NO Model Series 4007ES,4008,4010,4010ES,4100ES,41000,4020, Single action GRIP Single action GRIP Retrofit kit 4100,and 4120 fire alarm control panels equipped with either ZDNet or MAPNET II communicationsv., 4;, Model Series 2120 Communicating Device Transponders(CDTs) O O O equipped with MAPNET II communications oo PULL Do Compact construction: Op KEY ERATED °'^' DOWN ' Electronics module enclosure minimizes dust infiltration \JONLY Allows mounting in standard electrical boxes Screw terminals for wiring connections Tamper resistant reset key lock(keyed same as Simplex fire 4099-9005 Breakglass 4099-9006 Push With 2099-9828 alarm cabinets) Institutional Cover kit Multiple mounting options: Double Action Stations(Push Type)require that a spring loaded interference plate(marked PUSH)be pushed back to access the pull Surface or semi-flush with standard boxes or matching Simplex boxes lever of the single action station. Flush mount adapter kit Station reset requires the use of a key to reset the manual station lever Adapters are available for retrofitting to commonly available existing and deactivate the alarm switch.(If the break-rod is used,it must be boxes replaced.) Station testing is performed by physical activation of the pull lever. Description Electrical testing can be also performed by unlocking the station housing The Simplex addressable manual station combines the familiar Simplex to activate the alarm switch. manual station housing with a compact communication module that is easily installed to satisfy demanding applications.Its integral individual addressable module(IAM)constantly monitors status and communicates changes to the connected control panel via ZDNet or MAPNET II communications wiring. Operation Activation of the 4099-9004 single action manual station requires a firm downward pull to activate the alarm switch.Completing the action breaks an internal plastic break-rod(visible below the pull lever,use is optional).The use of a break-rod can be a deterrent to vandalism without interfering with the minimum pull requirements needed for easy activation.The pull lever latches into the alarm position and remains extended out of the housing to provide a visible indication. 54099-0005 Rev.2 01/2020 r� Page 16 ; r, ��''L'0 � i .r.. :n .f., SSimplex ZDNet or MAPNET II Communicating Devices Addressable Manual Stations Specifications Refer to Installation Instructions 579-1135 for additional information. Table 1:Specifications Specification Rating Power and Communications 'IDNet or MAPNET II communications,1 address per station Address Means ;DIP switch,8 position Wire Connections ;Screw terminal for in/out wiring,for 18 to 14 awg wire(0.82 mm2 to 2.08 mm2) uL Listed Temperature Range 32°to 120°F(0°to 49°C)intended for indoor operation Humidity Range ;Up to 93%RH at 100°F(38°F) Housing Color !Red with white raised lettering Material !Housing and pull lever are Lexan polycarbonate or equal Pull Lever Color !White with red raised lettering Housing Dimensions 5"H x 3 3/4"W x 1"D(127 mm x 95 mm x 25 mm) Addressable Manual Station Semi-Flush Mounting 4"Square Box Mount 4"(102 mm)square box,2 1/8"(54 mm)minimum depth,RACO#231 or equal(supplied by others) 0 o Mount flush or with rJ 1/16"(2 mm) .4-- ° o maximum extension 4"Square box Single Gang Box Mount o DO NOT RECESS Single gang box,2 1/2"deep r / r with cover plate (64 mm),RACO#500 or equal I 1 (supplied by others) U O � i FIRE TALARM Station side view ; I Single gang cover plate,3/4" PULL DOWN (19 mm)extension,RACO#773 ------ ---- 1 or equal(supplied by others) Single gang LED Indicatorbox outline Wall surface Ssimplex Semi-Flush Mount Side View Figure 1: Addressable Manual Station Semi-Flush Mounting Page 2 54099-0005 Rev.2 01/2020 4.:.. Page 17 Osimplex IDNet or MAPNET II Communicating Devices Addressable Manual Stations Addressable Manual Stations Surface Mounting Preferred Mounting.For surface mounting of these addressable manual stations,the preferred electrical boxes are shown in the illustration to the right. Additional Mounting Reference.Refer to Addressable Manual Station,Additional Mounting Information for Wiremold box mounting compatibility. The illustration shows the 2975-9178 box and the 2975-9022 cast box. 2975-9178 Box 2975-9022 Cast Box 5-3/16"H x 4"W x 2-3/16"D 5"H x 3-7/8"W x 2-3/16"D (132 mmx102mmx56mm) (127 mmx98mmx56mm) (ordered separately) (ordered separately) 0 0 0 0 Knockouts located top and bottom FIRE ® ALARM ;01 0 PULL DOWN 1 Access for 3/4"threaded 5;1 •. conduit located top and bottom (127 mm) 0 Simplex t t — 1"(25.4 mm) . 3-3/4"(95 mm)--►I 4099 Series Addressable Manual Station Figure 2: 4099 Series Addressable Manual Station Page 3 54099-0005 Rev.2 01/2020 Page 18 ~ "�.�U���"����~ �� ex |DNetorMAPNET|| Communicating Devices Addressable Manual Stations Surface Mount Side View with Internal Detail The illustration shows the 2975'9178box. 1'1/4" Field whing (32 mm) Simplex 2975-9178 box (shown for reference) (shown for reference) Address setting under resealable label(accessible with cover open) Station cover hinges open for installation access Switch wiring Application Reference Refer toNFPx72'the National FireAlorm and Signaling Code,and all applicable local codes for complete requirements for manual stations.The following summarizes the basic requirements. 1. Stations shall be located in the normal path of exit and distributed in the protected area such that they are unobstructed and readily accessible. 2. Mounting shall be with the operable part not less than 42 in(1.07 m)and not more than 48 in(1.22 m)above floor level. s. At least one station shall be provided on each floor.Additional stations shall be provided to obtain a travel distance not more than znoft(61 m) tothe nearest station from any point inthe building. 4. When manual station coverage appears limited in anyway,additional stations should be installed. Page 19 r_ USImplex ZDNet or MAPNET II Communicating Devices Addressable Manual Stations Addressable Manual Station,Additional Mounting Information For retrofit and new installations,additional compatible mounting boxes and the required adapter plates are shown in the illustration.The illustration shows the 2099-9814 surface trim for Wiremold boxes and the 2099-9813 semi-flush trim for 2 gang switch boxes. O. O ..'. Wiremold 0, receptacle box 2099-9814 Surface trim model V5744-2 for Wiremold box (supplied by 5-1/8"H x 5"W others) (130 mm x 127 mm) O; 9 -.O Two gang switch box,each 3"H x 2"W x 2-3/4"D r Via; 01 a.to (76 mm x 51 mm x 70 mm) (supplied by others) Addressable -. PULL DOWN ° station U U 2099-9813 Semi-flush trim for 2 gang switch box,6"H x 4-1/2"W (152 mm x 114 mm) Addressable Manual Station, Flush Mounting Information Flush mount adapter kit 2099-9819,Black 20919820,Beige Box must be recessed into wall 7Jje m,g,.; ;�' , .r.,;-f,.r,.a 1,�to 1-1/8"(25.4 mm to 29 mm) (203 mm) Hole cutout must be a PULL DOWN minimum of 6"H by 5"W 6" (152 mm by 127 mm) \ (152 Mm) 4-11/16"(119 mm) square box,2-1/8" ',- - (54 mm)minimum wall depth(by others) 4-3/4"(121 mm) I surface 6-3/4"(171 mm) ►I Front View I Side View The flush mount adapter kit is available in beige(2099-9820)or black(2099-9819). Page 5 54099-0005 Rev.2 01/2020 Page 20 f3Simplex ZDNet or MAPNET II Communicating Devices Addressable Manual Stations Addressable Manual Station Product Selection Table 2:Addressable Manual Station Product Selection Red Housing with White Letters and White Pull Lever Model_; Description" . Housing ,Pull Lever Listings 4099-9004 ISingle Action,English FIRE ALARM IPULL DOWN iUL,ULC,FM,CSFM 4099-9004CB* �inction,Bilingual English and FEU FIRE TIREZ PULL French ULC 4099-9004CF* Single Action,French ALARME FEU ABAISSEZ 4099-9004PO* ;Single Action,Portuguese FOGO ALARME IPUXE ,UL,FM 4099-9004SP* 'Single Action,Spanish ALARMA FUEGO ;DALE 4099-9005* Double Action,Breakglass FIRE ALARM PULL DOWN .UL,ULC,FM,CSFM ,operation,English ouble Action,Break lass 4099-9005P0* g FOGO ALARME PUXE JO--,peration,Portuguese_—_ Double Action,Break lass ;UL,FM g 4099-9005SP* operation,Spanish ALARMA FUEGO DALE . 4099 9006* Double Action,Push operation, FIRE ALARM 'PUSH PULL DOWN IUL,ULC,FM,CSFM (English Double Action,Push operation, 4099-9006P0* Portuguese FOGO ALARME EMPURRE PUXE Double Action,Push operation, UL,FM 4099-9006SP* Spanish ALARMA FUEGO EMPUJEJALE * !Single Action NO GRIP operation, 4099-9021 English FIRE ALARM !PULL DOWN !UL,ULC,FM,CSFM *NEMA 1 rated when used with 2975-9178 back box. Table 3:Accessories Model.` bescrl tion 2975-9022 (Cast aluminum surface mount box,red _ -- 2975-9178 Purface mount steel box,red 2099-9813 Semi-flush trim plate for double gang switch box,red 2099-9819 !Flush mount adapter kit,black 2099-9820 ;Flush mount adapter kit,beige 4099-9805 'Retrofit Kit for field conversion of a single action station to a NO GRIP station;refer to Installation Instructions 579-1007 for details 2099-9803 Replacement breakglass 2099-9804 Replacement break-rod 2099-9828 lInstitutional cover kit for field installation on 4099-9004;Note:Covers LED indicator 2099-9814 !Surface trim plate for Wiremold box V5744-2,red 2099-9822 (Replacement retaining clip for breakglass ©201 9Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision and are subject to change without notice.Additional listings may be applicable,contact your local Simplex®product supplier for the latest status.Listings and approvals under Simplex Time Recorder Co. Simplex,and the product names listed in this material are marks and/or registered marks.Unauthorized use is strictly prohibited.NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association(NFPA). S4099-0005 Rev.2 01/2020 Page 21 jl4n:sJ. a Simplexng TrueAlert Multi-Candela Notification Appliances UL, ULC,CSFM Listed,-FM Visible Notification Appliances with Synchronized Flash;Non-Add ressable,SmartSync Approved;MEA(NYC) Operation Compatible Acceptance* Features Description Multi-Candela TrueAlert synchronized strobes provide convenient installation to standard electrical boxes.The enclosure designs are both impact and vandal resistant and provide a convenient strobe intensity selection.Since each model can be selected for intensity output,on- -` site model inventory is minimized and changes encountered during r ra .fit construction can be easily accommodated. Wall mount strobe housings are a one-piece assembly(including lens) F;I.li•E that mounts to a single or double an or 4' square standard electrical g gang, q box.The cover can be quickly removed(a tool is required)and covers are Figure 1: Wall Mount Strobes available separately for color conversion. Ceiling mount strobes install using standard single gang electrical n_ I boxes.Color choice is determined by model number. Strobe Intensity Selection During installation,a selection plug at the back of the housing determines the desired strobe intensity.An attached flag with black Figure 2: Ceiling Mount Strobes letters on a highly visible yellow background allows the selected intensity Visible only(V/O)24 VDC notification appliances with high output to be seen at the side of the strobe lens. xenon strobe,available for wall or ceiling mount: Intensity is selectable as 15,30,75,or 110 candela with visible Strobe Application Reference selection jumper secured behind strobe housing Proper selection of visible notification is dependent on occupancy, Operation is compatible with ADA requirements(refer to Installation location,local codes,and proper applications of:the National Fire Alarm Reference,Surface or Semi-Flush Wall Mounting) Code(NFPA 72),ANSI Al 17.1;the appropriate model building code: BOCA,ICBG,or SBCCI;and the application guidelines of the Americans Polarized input allows connection to compatible reverse polarity, with Disabilities Act(ADA). supervised notification appliance circuit(NAC) Regulated circuit design ensures consistent flash output and provides Synchronized Strobes controlled inrush current Multiple Strobes.When multiple strobes and their reflections can be Rugged,high impact,flame retardant thermoplastic housings are seen from one location,synchronized flashes reduce the probability available in red or white with clear lens of photo-sensitive reactions as well as the annoyance and possible Listed to UL 1971 and ULC 5526 distraction of random flashing.These multi-candela strobes are NEMA 1 rated.See Product Selection for more information synchronized over a two-wire circuit when connected to compatible NACs,to compatible Synchronized Flash Modules,or to SmartSync Strobes provide synchronized flash for use with: Control Modules. Simplex fire alarm control panels with NACs selected to provide strobe synchronization or SmartSync two-wire control SmartSync Two-Wire Control 4009 ZDNet NAC Extenders Some applications desire the audible notification appliances to be Separate strobe Synchronization Modules that are available for Class B capable of being silenced before the alarm condition is reset(on-until- or Class A operation silenced)while the visible notification appliances are kept activated until Separate SmartSync Control Modules(SCMs)that provide Class B or the alarm condition is reset(on-until-reset).SmartSync operation mode Class A output from conventional NAC inputs provides this function using a single circuit(two-wire operation). Strobe housings provides flexible,easy,and convenient semi- SmartSync Control Sources flush or surface wall mounting: SmartSync two-wire control is available from: Rear of housing does not extend into box 4006,4007ES Hybrid,4008,4010,4010ES,4100ES,and 41000 Fire Wall mount strobes easily mount to single gang,double gang,or 4-inch Alarm Control Panels(refer to individual product data sheets for more square outlet box information) Ceiling mount strobes mount to single gang boxes 4009 IDNet NAC Extenders(refer to data sheet S4009-0002) SmartSync Control Module(SCM)Model 4905-9938(refer to data sheet Wall mount strobe features: S4905-0003) Wiring terminals are accessible from the front of the housing providing Additional SmartSync compatible notification appliances include easy access for installation,inspection,and testing separate horns and combination horn/strobe notification appliances. Covers are available separately to convert housing color For more information refer to installation instructions,579-548. Optional adapters and wire guards: Wall mount strobe adapters are available to cover surface mounted electrical boxes and to adapt to 2975-9145 boxes UL listed red wire guards are available for wall or ceiling mount strobes* 54906-0001 Rev.6 01/2020 Page 22 JB�B I i i �,l,:`YI' 0-1trol r Simplex Visible Notification Appliances with Synchronized Flash;Non-Add ressable,SmartSync Operation Compatible Product Selection Table 1:Multi-Candela Visible Notification Appliances(Strobes) SKU. Mounting• ` Housing Color - Lettering Description 4906-9101 * wall Red FIRE(white) 4906-9103* White FIRE(red) 4906-9102* Red FIRE(white) 4906-9104* White FIRE(red) Multi-candela strobe with intensity selectable as:15,30,75,or 110 4906-9114* Red ALERT(white) candela;synchronized flash rate;SmartSync two-wire control compatible 4906-9115* Ceiling White ALERT(red) 4906-9116* Red Blank(white) 4906-9117* White Blank(red) *NEMA 1 rated when used with 4095-9931 adaptor plate and 2975-9145 back box. Table 2:Wall Mount Strobe Adapters SKU-% Description a Dimensions:.: .:: ;. v 4905-9937 Redi 5-3/8"H x 5-1/4"W x 1-5/8"D(136 mm x 133 mm Surface Mount Adapter Skirt;use to cover 1-1/2"(38 mm)deep surface x 41 mm)Total depth with strobe=4-3/8"(111 4905-9940 White mounted boxes mm) 4905-9931 ** Red Adapter Plate for mounting to Simplex 2975-9145 box(typically for retrofit, 8-5/16"x 5-3/4"x 0.060"Thick(211 mm x 146 may be mounted vertical or horizontal) mm x 1.5 mm) 2975-9145** Red Mounting Box,requires Adapter Plate 4905-9931 7-7/8"x 5-1/8"x 2-3/4"D(200 mm x 130 mm x 70 m m) **NEMA 1 rated. Table 3:Ceiling Mount Strobe Adapter SKU . : _ Description „- Dimensions, 4905-9910 Surface Mount Adapter Plate;zinc plated;required for mounting to handy box;not 4-7/8"x 3-1/8"x 0.060"D(124 mm x 79 mm x 1.5) needed when using 4905-9926 guard Table 4:Synchronization Modules(refer to data sheet 54905-0003 for additional information) SKU Description Dimensions 4905-9914 Class B Synchronized Flash Module;epoxy encapsulated with in/out 18 AWG 1-3/8"x 2-7/16"x 13/16"(35 mm x 62 mm x 20 4905-9922 Class A (0.82 mm')wire leads,rated for 2 A NAC,requires 5 mA for power mm) 4905-9938 SmartSync Control Module with Class B or Class A output;mounts in 4"(102 mm) 4"x 4-1/8"x 1-1/4"D(102 mm x 105 mm x 32 square box mm) Table 5:Replacement Covers and Guards SKU . Description Dimensions, 4905-9992 Red cover with white"FIRE"lettering For Wall mount strobes 5-1/8"H x 5"W x 1-1/2"D(130 mm x 127 mm x 4905-9993 White cover with red"FIRE"lettering 38 mm) 4905-9961* Wall mount 6-1/16"H x 6-1/16"W x 3-1/8"D(154 mm x 154 Red wire guard with mounting plate,compatible with semi- mm x 79 mm) 4905-9926* Ceiling mount flush or surface mounted boxes 6-1/8"x 4-3/8"x 2-7/8"deep(156 mm x 111 mm Ix 73 mm) *UL listed by Space Age Electronics Inc. Page 2 54906-0001 Rev.6 01/2020 Page 23 r. a)�df4d aru%rz"l A -Simplex Visible Notification Appliances with Synchronized Flash;Non-Add ressable, SmartSync Operation Compatible Strobe Specifications Table 6:Wall Mount or Ceiling Mount,Common Specifications Specification Rating Rated Voltage Range Regulated 24 VDC;see Note 1 below Flash Rate 1 Hz Synchronized NAC Loading Up to 35 synchronized strobes maximum per NAC Temperature Range 32°to 122°F(0°to 50°C) Humidity Range 10%to 93%,non-condensing at 100°F(38°C) Connections Terminal blocks for 18 AWG to 12 AWG(0.82 mm2 to 3.31 mm2);two wires per terminal for in/ _ out wiring Housing Dimensions(with lens) 5-1/8"H x 5"W x 2-3/4"D(130 mm x 127 mm x 70 mm) Wall Maximum RMS Current Rating per Strobe 15 cd 130 cd 75 cd 1110 cd Mount Setting(see Note 2 below) 60 mA 194 mA 186 mA i252 mA Reference RMS Currents at 18 VDC 53 mA 184 mA 165 mA '224 mA other voltages 24 VDC 40 mA 163 mA 124 mA 1168 mA Housing.Dimensions(with lens) v 4-3/4"L x 2-5/16"W x 2-5/8"D(121 mm x 75 mm x 67 mm) Ceiling Maximum RMS Current Rating per Strobe 15 cd 130 cd 75 cd 110 cd Mount Setting(see Note 2 below) 75 mA 1125 mA 1233 mA 1316 mA Reference RMS Currents at 18 VDC 67 mA 1111 mA 1207 mA 1281 mA other voltages ;24 VDC 50 mA 183 mA 1155 mA 1211 mA Note: 1. "Regulated 24 VDC"refers to the voltage range of 16 to 33 VDC per UL Standard 1971,Signaling Devices for the Hearing Impaired.This voltage range is the absolute operating range.Operation outside of this range may cause permanent damage to the strobe.Please note that 16 VDC is the lowest operating voltage that is allowed at the last appliance on the NAC under worst case conditions. 2. The maximum RMS current listed is the device nameplate rating.Strobe designs are constant wattage and the maximum RMS current rating occurs at the lowest allowable operating voltage.(RMS is root mean square and refers to the effective value of a varying current waveform.) Installation Reference,Surface or Semi-Flush Wall Mounting 0 0 Mounting is compatible with \ o r \ r single gang,double gang,and 4"(102 mm)square boxes, " o IMPORTANT!WALL MOUNT 1-1/2"(38 mm)deep,by others o " o " o INSTALLATION HEIGHT REFERENCE ` ' ' • ' Bottom of lens i is either even T�;ca ! with,or slightly Electrical ° ° �I%' above bottom box outline Wiring access hole of compatible ®© boxes --- _ 0 1 Wiring terminals " Mounting Holes: NFPA 72 requires 80"(2.03 m) 4"square(a) that the entire lens minimum Single gang(2) be not less than Double gang(3) 80"and not greater than 96"above the finished floor Transparent housing and lens assembly Intensity selection ?$° plug,accessible only from rear of housing; t5 - factory setting is 15 cd Removable cover Strobe intensity (tool required) viewing slot Page 3 S4906-0001 Rev.6 01/2020 m}jh'rr Page 24 F;'i,,?d 6 SimplEx Visible Notification Appliances with Synchronized Flash;Non-Addressable, SmartSync Operation Compatible Ceiling Mount Strobe Installation Reference Handy box, 1-1/2" ( 38 mm) deep Single gang box (Wiremold (RACO 650 or equal) or single gang V5744S) 2-1/4" (57 mm) box, 2-1/2" (64 mm) deep (RACO 519 deep, supplied by others or equal) supplied by others Also can be attached to boxes mounted to drop ceiling T-bar with clips (ERICO No. 512 or equal) UU Adapter Plate, required for surface mount with handy box unless using the wire guard - -- - Ceiling mount strobe O M Optional wire guard with mounting plate t --- - - - -- - - -- - -- -- - - - -- - - Strobe intensity ' viewing slot Intensity selection plug, -- accessible only from rear of lens housing; factory setting is 15 cd - - --- - - -- - - - -- - - - - - - - - -- - -- Note: 1. Figure shows 4905-9910 Adaptor Plate. 2. **4905-9926 Wire guard shown Page 4 54906-0001 Rev.6 01/2020 Page 25 I rri,l ISSimplex Visible Notification Appliances with Synchronized Flash;Non-Add ressable, SmartSync Operation Compatible Wall Mount Installation Reference;Adapter Plate,Guard,and Adapter Skirt Surface Mounting Reference Box. with Optional Adapter Skirt and Optional Wire Guard a Surface mount conduit and O box shown for reference 4"(102 mm)square /} box profile,1-1/2" "-- 11111 11 11 T 110 U (38 mm)deep O O Optional ' Wire Guard 2 n Strobe ----- Adapter Plate Optional Surface Mount Adapter Skirt, O Optional Wire Guard 1-1/2"deep: Red; White (shown here for reference only, (conduit knockouts Adapter Plate can be used on other mounting options) are provided on all four sides) Figure 3: Wall Mount Installation Reference;Adapter Plate,Guard,and Adapter Skirt Note: Figure 3 shows: 4905-9931 Adapter Plate 2975-9145 Box 4905-9961 Optional Wire Guard Optional Surface Mount Adapter skirt: Red:4905-9937 White:4905-9940 rr Page 5 54906-0001 Rev.6 01/2020 eqn Page „ C rt,c s SSimplex Visible Notification Appliances with Synchronized Flash;Non-Addressable, SmartSync Operation Compatible ©2019johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision and are subject to change without notice. Additional listings may be applicable,contact your local Autocall product supplier for the latest status.Listings and approvals under Tyco Fire&Security GmbH,and the product names listed in this material are marks and/or registered marks.Unauthorized use is strictly prohibited.NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association(NFPA). 54906-0001 Rev.6 01/2020 p rq Page 27 Ssimplrcx TrueAlert Multi-Candela Notification Appliances UL,ULC,CSFM Listed,FM Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Approved* Features Speaker/visible(SN)notification appliances with multi-tapped ` us`maex speaker and multi-tapped high intensity xenon strobe with synchronized flash: Rugged,high impact,flame retardant thermoplastic housings are available for wall or ceiling mount Operation is compatible with ADA requirements(refer to Wall Mount Installation Reference) h, Wall mount SN features: "__"-,.`; Housings are available in red or white with clear lens with contrasting g g , -.��, ice. �; --- '-• white or red"FIRE"lettering i Covers are available separately to convert housing color Ceiling mount SN features: ' ` Housing is white with clear lens Red"FIRE"lettering is printed on two sides Audible notification appliance(speaker): High quality voice and tone reproduction with taps for 1/4,1/2,1,or 2 W, at 25 or 70.7 VRMS Capacitor input for connection to supervised notification appliance + A circuits 11j Speakers are wired separately from strobe wiring UL listed to Standard 1480 and ULC-5541 Compliant with NFPA 72,520 Hz Low Frequency Signal Requirements for Sleeping Areas Visible notification appliance(strobe): 24 VDC xenon strobe;intensity is selectable as 15,30,75,or 110 Figure 1: Wall and Ceiling Mount SNs candela with visible selection jumper secured behind strobe housing Strobes are activated from NACs selected to provide Simplex strobe Description synchronization signals or from separate strobe Synchronization Modules that are available for Class B or Class A operation Multi-Candela TrueAlert SNs with speaker and synchronized Regulated circuit design ensures consistent flash output and provides strobe controlled inrush current provide convenient installation to standard electrical boxes with UL listed to Standard 1971 and ULC-5526* extensions.The enclosure designs are both impact and vandal resistant and provide a convenient strobe intensity selection.Since each model Options for wall mounted SNs: can be selected for strobe intensity output,on-site model inventory is Red or white adapters to cover surface mounted electrical boxes minimized and changes encountered during construction can be easily Red adapter for mounting to 2975-9145 boxes accommodated. Red wire guard Wall mount SN housings are a one-piece assembly(including lens)that mounts to a 4"square electrical box with extension(see Wall Mount Installation Reference).The cover can be quickly removed(a tool is required)and covers are available separately for color conversion. Ceiling mount SNs also install using 4"electrical boxes with an extension(see Ceiling Mount SN Installation Reference and 2905-9946 Tile Bridge Dimensions). Strobe Intensity Selection During installation,a selection plug at the back of the housing determines the desired strobe intensity.An attached flag with black letters on a highly visible yellow background allows the selected intensity to be seen at the side of the strobe lens. *These products have been approved bythe California State Fire Marshal(CSFM)pursuant to Section 13144.1 of the California Health and Safety Code.See CSFM Listing 7125-0026:0373 for allowable values and/or conditions concerning material presented in this document.Additional listings may be applicable;contactyour local product supplier for the latest status. 54906-0003 Rev.9 4/2019 Page 28 MYAi4 :rs:t yt 11sm simplex Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Synchronized Strobes Multiple Strobes. When multiple strobes and their reflections can be seen from one location,synchronized flashes reduce the probability of photo-sensitive reactions as well as the annoyance and possible distraction of random flashing.The multi-candela strobes of these SNs are activated by NACs that provide the Simplex synchronization format.For additional information,refer to data sheet S4905-0003. Strobe Application Selection Proper selection of visible notification is dependent on occupancy,location,local codes,and proper applications of:the National Fire Alarm and Signaling Code(NEPA 72),ANSI Al 17.1;the appropriate model building code:BOCA,ICBO,or SBCCI;and the application guidelines of the Americans with Disabilities Act(ADA). Product Selection Table 1:Wall Mount Multi-Candela SNs !Housing., FIRE" j Housing Dimensions with Model I (Listings Description Color Lettering, -, i. -. Lens _ ----------- — - --- _ _�— __ --- ---- 4906-9151 !Red White Multi-tapped Speaker with Multi-Candela Synchronized 71/4"H x 5"W x 2 5/a"D 4906-9153 White Red UL&ULC Strobe;strobe intensity selectable as:15,30,75,or 110 (184 mm x 127 mm x 67 mm) (candela Table 2:Ceiling Mount Multi-Candela SN Model Housing" Lettering Listings ;Description Dimensions Color 4906 9154 White Red(FIRE) JUL Multi-tapped Speaker with Multi- Housing=71/2"(191 mm)diameter,1/2"(13 mm)deep 4906-9157 lWhite Red(FIRE) lULC Candela Synchronized Strobe,- Strobe lens protrusion=2-%"(67 mm)above speaker housing 4906-9158 lWhite Red(ALERT) JUL strobe intensity selectable as:15, 4906-9159 lWhite Blank JUL 30,75,or 110 candela Depth into box=2 3/V(70 mm) Table 3:Wall Mount SN Adapters Model (Description Dimensions 4905-9946 Surface mount red adapter skirtRequired when mounting to surface 7 3/"H x 5 3W W x 3 3/16"D 4905-9947 Surface mount white adapter skirt amounted electrical box,4"square,1 1h" (197 mm x 137 mm x 81 mm) !deep with 1 /2 deep extension depth with SN=5%e"(149 mm) 4905-9903 Adapter Plate,red,required to mount SN on 2975-9145 8 5/1A"H x 53/4"W x 0.060"Thick (211 mm x 146 mm x 1.5 mm) 2975-9145 Mounting box,red,for surface or flush mount,requires adapter plate 4905-9903 7%"H x 51/8"W x 23/4"D (this box may be available for retrofit applications) (200 mm x 130 mm x 70 mm) Table 4:Wall Mount SN Replacement Covers ModeC - ;Descriptions ';Dimensions. 4905-9996 Red SN cover with white"FIRE"lettering 71/4"H x 5"W x 1 3W D(184 mm x 127 mm x 35 mm) 4905-9997 lWhite SN cover with red"FIRE"lettering Table 5:Synchronized Flash Control Modules Model ;Description Dimensions 4905-9914* !Synchronized Flash Module,Class B operation Epoxy encapsulated with in/out 18 1 3/a"W x 2 7/6 L x 13/ "H 4905 9922* Synchronized Flash Module,Class A operation AWG(0.82 mmZ)wire leads,rated for 1 1e 2 A NAC,requires 5 mA for power (35 mm x 62 mm x 20 mm) Table 6:Wall Mount SN Wire Guard Model !Description !Dimensions --------- 4905-9998 -------4905-9998 Wire guard with mounting plate,red,compatible with surface and j8%"H x 6 5/16"W x 31/4"D semi-flush boxes(UL listed by Space Age Electronics Inc.) 1(213 mm x 154 mm x 79 mm) Table 7:Ceiling Mount Tile Bridge Model Description Dimensions " 2905-9946 Tile Bridge See Ceiling Mount SN Installation Reference and 2905-9946 Tile Bridge Dimensions *Refer to data sheet 54905-0003 for additional flash control module information Page 2 54906-0003 Rev.9 4/2019 }4?v Page 29 r"` p_Atr35�r7 Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable S/V Specifications Table 8:Common Specifications SpecificationRating Environmental 32°to 122°F(0°to 50°Q;10%to 93%,non-condensing at 100°F(38°C) i Connections Terminal blocks for 18 AWG to 12 AWG(0.82 mm2 to 3.31 mm2);two wires per terminal for in/out wiring Table 9:Speaker Specifications Specification' JRating — --—---- Input Voltage - 25 or 70.7 VRMS,see Note 1 below _ Power Taps 1/4,1/2,1,and 2 W Frequency Response Fire Alarm 400 to 4000 Hz General Signaling 125 to 12 kHz Speaker Output Ratings Wattage Tap 1/4 W 1/2 W 1 W 2 W @ 10 ft(3 m)(see Note 1 UL Listed Models,Reverberant Chamber Test,per UL 1480 76 dBA 79 dBA 82 dBA 85 dBA below) Wall Mount Models 4906-9151 and 4906-9153,Anechoic 77 dBA 80 dBA 83 dBA 86 dBA* Chamber Test,per ULC-5541 Ceiling Mount Model 4906-9157,per 25 VRMS Input 81.6 dBA 84.3 dBA 87.1 dBA* 89.7 dBA* ULC-5541 70.7 VRMS Input 80.9 dBA 84.1 dBA 87.3 dBA* 90.2 dBA* Polar Dispersion Reference(per ULC-5541 Anechoic Attenuation Angle 'Attenuation Angle Chamber Testing) -3 dB +/-30°off-axis -6 dB +/-55°off-axis Note:*Select taps as indicated to satisfy the ULC fire alarm applications requirement of 85 dBA minimum Table 10:Strobe Specifications Specification 'Mating Rated Voltage Range Regulated 24 VDC;16 VDC to 33 VDC,see Note 2 below Flash Rate and Synchronized NAC Loading 1 Hz;with up to 35 synchronized strobes maximum per NAC Housing Dimensions(with lens) 71/4"H x 5"W x 2 W'D(184 mm x 127 mm x 67 mm) Wall !Maximum RMS Current Rating per Strobe 15 cd 30 cd 75 cd 1110 cd Mount I Setting 60 mA 94 mA 186 mA 252 mA Reference RMS Currents at other 18 VDC 53 mA 84 mA 165 mA 224 mA voltages 24 VDC 40 mA 63 mA 124 mA 168 mA aker housing=7'h"(191 mm)diameter,'/2"deep(13 mm);lens protrusion above speaker Housing Dimensions Spehousing=2 W'(67 mm);depth into box=2 3/4"(70 mm) Ceiling Maximum RMS Current Rating per Strobe 15 cd 30 cd 75 cd 110 cd Mount Setting 75 mA 125 mA 233 mA 316 mA Reference RMS Currents at other 18 VDC 67 mA 111 mA 207 mA 281 mA voltages 24 VDC 50 mA 83 mA 155 mA 211 mA Note: 1. Speakers are for connection to conventional fire alarm audio circuits.Anechoic speaker output ratings are typically more representative of actual installed sound output. 2. The maximum RMS strobe current listed is the device nameplate rating.Strobe designs are constant wattage and the maximum RMS current rating occurs at the lowest allowable operating voltage.(RMS is root mean square and refers to the effective value of a varying current waveform.) Page 3 54906-0003 Rev.9 4/2019 S'. "�F&"f Page 30ri; Simplex Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Speaker Directional Characteristics Reference 85 cE 84 $ 83 O000 T" 82 -mp 81 j 80 W J y 79 L 00, N 78 a- 77 c a 76 N 75 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 Angular Displacement(Degrees)on Horizontal Axis 2kHz4kHz Figure 2: Speaker Directional Characteristics Reference Ceiling Mount S/V Installation Reference and 2905-9946 Tile Bridge Dimensions The illustration shows the mounting of a 4905-9903 Adapter plate to the 2975-9145 box. O �9O ° 2905-9946 4"(102 mm)square, 1-1/2" 1/2"(13 mm) Tile Bridge O (38 mm)deep box with 1-1/2" O extension(by others) 0.024"thick sheet metal,folded with 1/2" lip each side I I 3-3/4"(95 mm)square cutout,centered on plate Wiring input terminals and ° speaker tap selection are 23-11116" accessible from rear of (602 mm) B speaker housing ° I I 1/4"diameter(6 () mm)holes,4 places II®II ------------------- ----------t Strobe intensityI 6-11/16" viewing slot I 170 mm - Intensity selection plug, 13-3/8"(340 mm) accessible only from rear of lens �. � housing;factory setting is 15 cd ------------------------------' The surface mount adapter skirts are available in red(4905-9946)or white(4905-9947) Page 4 54906-0003 Rev.9 4/2019 Page 31 ;d Ugsimplex Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable Wall Mount Installation Reference IMPORTANT!INSTALLATION MOUNTING HEIGHT REFERENCE ---------------------------------- ----------------------------- 2975-9145 ------------------------------------ Mounting to 2975-9145 Box �I �� Standard Electrical Box Mounting `, 4"square box outline i , I box outline 4"(102 mm)square box,1-1/2" ; 2975-9145 Box ; (38 mm)deep,with a 4"square box extension,1-1/2"deep,by others 4^ 102 mm I L__ ® ° I� 82"(2.1 m) 1-1/2"(38 mm) minimum NFPA 72 requires that the 4905-99la / \ / J 78-1/2"(2 m) entire lens be not less than Adapter Plate c= ;j' v 1 / 1 I ° I J r minimum 80"and not greater than 96" I I �-' o I I above the finished floor. Nmwom� ® ,• Wiring input terminals and Surface Mounting Reference ' speaker tap selection are Showing Optional Wire Guard accessible from rear Surface mount conduit and `--:-: Speaker assembly box shown for reference ' Strobe assembly ` —' 4"(102 mm)square box --,-=- profile,1-1/2"(38 mm) O deep with 1-1/2"extension I Intensity selection Optional 4905-9998 ( --- --- Transparent plug,accessible only -_= Wire Guard Removable cover housing and from rear of housing; 15 (tool required) lens assembly factory setting is 15 cd SN Strobe intensity 2 n viewing slot Surface mount adapter skirt,3-3/16"(81 mm) deep,required for this mounting method: 4905-9946,Red;4905-9947,White(conduit knockouts are provided on all four sides) Page 5 54906-0003 Rev.9 4/2019 Page 32 _ aSimplex Visible Notification Appliances with Speaker and Multi-Candela Strobe; Non-Addressable ©2019 Johnson Controls.All rights reserved.All specifications and other information shown were current as of document revision and are subject to change without notice.Additional listings may be applicable,contact your local Simplex®product supplier for the latest status.Listings and approvals under Simplex Time Recorder Co. Simplex,and the product names listed in this material are marks and/or registered marks.Unauthorized use is strictly prohibited.NFPA 72 and National Fire Alarm Code are registered trademarks of the National Fire Protection Association(NFPA). S4906-0003 Rev.9 4/2019 Bulletin 014 December 2021 •r W ® Model F1 FR Series CD Rialmlabi Quick ResponseCD Glass Bulb Sprinklers o Model F=�1 F1356 nklerCD ypes . -- - Standard Spray Upright CD Standard Spray Pendent Z Conventional Upright/Pendent `. Vertical Sidewall t Horizontal Sidewall .,, YModel F1 ecesse p,rinkle"'�Types Upright Pendent Conventional .` St • = •ray 'endent ;:;;�; _ cn Horizontal Sidewall = Model F1 FR56 Concealed Sprinkler Types X Standard Spray Pendent l Model F1171142, F1 FRXLH & F1 FR28 Sprinkler a 4 Types Y Vertical Sidewall Horizontal Sidewall Recessed C5 Standard Spray Upright Pendent/F1/F2 4 Standard Spray Pendent Model F1 FR40 Sprinkler Types .. YStandard Spray Pendent o Model F1 FR42, F1 FR40, F1 FRXLH & F1 FR28 . o Recessed Sprinkler Types A Standard Spray Pendent > Model F1 FR56LL& F1 FR42LL Low Lead Sprinkler Recessed Concealed Recessed a .lyp� Horizontal Sidewall Pendent Pendent/FP CU 0 Standard Spray Pendent with less than 0.25% Lead Con- o tent Listing &Approvals , The following organizations provide Listings or Approvals for various Model F1 FR series sprinklers. See the Design and -� Installation table in this Bulletin for information on specific listings and approvals applicable to each sprinkler. XLH Upright XLH Pendent XLH Recessed Pendent F1/172 CU 1. Underwriters Laboratories Inc.and Certified for Cana- product Description IL da (cULus) in accordance with ANSI/UL199. w 2. FM Approvals (FM) Reliable Model F1 FR series sprinklers 0 3. Loss Prevention Certification Board (LPCB) are quick-response automatic sprinklers Z with a glass bulb thermal element. Model N 4. VdS Schadenverhutung GmbH (VdS) 0 5. Underwriters Laboratories Inc. and Underwriters Lab- F1 FR series sprinklers are Standard Spray oratories of Canada Certified for Health Effects to NSF/ sprinklers,with the exception of the Model ANSI Standard 61 Annex G (ULH) F1 FR56 Conventional sprinkler which is XLH Recessed 6. EC Certificate: 0786-CPD-40239 (RA1414), 0786- an Old-style/Conventional sprinkler. Pendent FP CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) The Model F1 FR Series automatic sprinklers utilize a 3.0 (EC) mm frangible glass bulb. These sprinklers have demonstrated 7. WaterMark certified. Certificate Number 23347. (WM) response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response UL Listing Category enables the Model F1 FR Series sprinklers to apply water to a Sprinklers,Automatic&Open (VNIV) fire faster than standard-response sprinklers of the same tem- Quick Response Sprinkler perature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manufac- tured glass capsule.This glass bulb is specially constructed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in Model F1 FR Series sprinklers must be installed with the Relic both the liquid and vapor phases.The vapor phase can be seen able sprinkler installation wrench identified in the Design and as a small bubble.As heat is applied,the liquid expands,forcing Installation Information table in this Bulletin. Any other wrench the bubble smaller and smaller as the liquid pressure increases. may damage the sprinkler. A leak tight sprinkler joint can be Continued heating forces the liquid to push out against the bulb, obtained with a torque of 8 to 18 Ib-ft (11 to 24 N-m). Do not causing the glass to shatter,opening the waterway and allowing tighten sprinklers over the maximum recommended installation the deflector to distribute the discharging water. torque. Exceeding the maximum recommended installation Model F1 FR Series sprinklers provide a wide range of options torque may cause leakage or impairment of the sprinkler. where quick-response,glass bulb sprinklers are used: Recessed Sprinklers • Pendent, recessed pendent, upright, horizontal side- Model F1 FR Series Recessed sprinklers are to be installed wall, and vertical sidewall deflectors as shown in Fig. 1, Fig.2,or Fig.3, as applicable to the specific • K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 model being installed.The Recessed Escutcheon Data table in metric), and 5.6 (80 metric) the Bulletin identifies the only recessed escutcheons that are • Flush, recessed, and concealed installations permitted to be used with each Model F1 FR Series Recessed Cn See the Design and Installation Information table in this Bul- sprinkler.The use of any other recessed escutcheon will void all letin for information on the approvals and availability of specific approvals and negate all warranties. Model F1 FR series sprinkler configurations. Concealed Sprinklers U) Model F1 FR Recessed Pendent and Recessed Horizontal Model F1 FR Series Concealed Pendent sprinklers are to J Sidewall sprinklers are required to be used with Reliable Model be installed as shown in Fig. 4 or Fig. 5, as applicable to the X F1, F2, or FP recessed escutcheons. See the Recessed Es- selected cover plate. Model F1 FR56 Concealed Pendent and cutcheon Data table in this Bulletin for listing and approval infor- Model F1 FR56LL Concealed Pendent sprinklers have a facto- N mation with each specific Model F1 FR series sprinkler. Model ry-installed Model CCP cup.A protective cap is installed at the Y F1 and F2 recessed escutcheons, shown in Fig. 1 and 3, are factory that should remain on the sprinkler until the sprinkler is CT a friction fit assembly allowing for 3/4-inch (19mm) and 1/2- installed and should then be reinstalled on the sprinkler until the Y inch(12.7mm)of adjustment, respectively. Model FP recessed cover plate is installed.The concealed sprinkler assemblies are C escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) completed by the installation of a Model CCP push-on/thread- Y threaded adjustment. off cover plate assembly.The cover plate and sprinkler cup as- 0 Model F1 FR56 Concealed Pendent and Model F1 FR56LL semblies are joined using a cover plate skirt with flexible tabs oConcealed Pendent sprinklers are required to be used with for threaded engagement. A choice of two Model CCP cover C, Model CCP cover plates.A standard profile Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch plate is available that provides up to 1/2-inch(12.7mm)of cover (8mm) of cover adjustment. Do not install Model F1 FR Series plate adjustment. In addition, a low profile Model CCP cover Concealed Pendent sprinklers in ceilings which have positive plate is also available that provides up to 5/16-inch (8.Omm) of pressure in the space above. cover plate adjustment. See the Design and Installation Infor- Model F1 FR Series Concealed Pendent sprinklers require o mation and Listed and Approved Temperature Ratings tables a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The 2 in this Bulletin for further information on approved cover plate Model W4 wrench is used to engage the sprinkler wrenching sur- options. faces and to install the sprinkler in the fitting.Remove the protective Application cap to install the sprinkler,then reinstall the protective cap until the Model F1 FR Series sprinklers are intended for use in ac- cover plate is installed.When inserting or removing the wrench from cordance with NFPA 13, FM Property Loss Prevention Data the sprinkler/cup assembly,care should be taken to prevent dam- _M Sheets, and the requirements of the Authority Having Juris- age to the sprinkler. Do not wrench any other part of the sprinkler/ a diction. Care must be exercised that the k-factor, tempera- cup assembly. Installation is completed by removing the protective � ture rating, deflector style, and sprinkler type are in accor- cap from the sprinkler and pushing the cover plate onto the cup. dance with the requirements of the applicable design and Final adjustment is made by hand turning the cover plate until the oinstallation standards. In addition, Model F1 FR Series sprin- skirt flange makes full contact with the ceiling.Cover plate removal N klers must be used in accordance with their listings and ap- requires turning the cover plate in the counter clockwise direction. provals, as well as the information provided in this Bulletin. After installation, inspect all sprinklers to ensure that there is a gap Installation between the cover plate and ceiling and that the four cup slots are Glass bulb sprinklers have orange bulb protectors or protec- open and free from any air flow impediment to the space above. tive caps to minimize bulb damage during shipping, handling Concealed cover plate/cup assemblies are listed only for use and installation. Reliable sprinkler installation wrenches are with specific sprinklers.The use of any concealed cover plate/ designed to install sprinklers with bulb protectors in place. Re- cup assembly other than the Reliable Model CCP with Model move the bulb protector at the time when the sprinkler system is F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed placed in service for fire protection.Removal of the bulb protec- Pendent sprinklers or the use of the Model CCP Concealed for before this time may leave the bulb vulnerable to damage. cover plate assembly on any sprinkler with which it is not spe- Remove bulb protectors by undoing the clasp by hand. Do not cifically listed my prevent good fire protection and will void all use tools to remove bulb protectors. guarantees,warranties, listings and approvals. 2. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Nominal Nominal Nominal Orifice Sprinkler Listings K-factor Deflector/ Installation Approval Model Diameter Orientation Height Wrench SIN and Notes US Metric inches mm inches mm Approvals Pendent 2.25 57 W2 RA1411 cULus 2 F1 FR28 2.8 40 3/8 10 Recessed Pendent 2.25 57 W4 RA1411 cULus 2 a� Upright 2.25 57 W2 RA1421 cULus 1,2 Y Pendent 2.25 57 W2 RA1418 VdS Q F1 FR40 4.0 57 3/8 10 Recessed Pendent 2.25 57 W4 RA1418 VdS Pendent 2.25 57 W2 RA1413 cULus 2 X F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 W4 RA1413 cULus 2 Upright 2.25 57 W2 RA1423 cULus 1,2 c`! F1 FR42LL 4.2 60 7/16 10 Pendent 2.25 57 W2 RA1410 cULus, ULH Y Recessed Pendent 2.25 57 W4 RA1410 cULus, ULH o F1 FRXLH Pendent 2.25 57 W2 RA1413 cULus 2 Y (F1 FR42 4.2 60 7/16 10 Recessed Pendent 2.25 57 W4 RA1413 cULus 2 C with Pintle) Upright 2.25 57 W2 RA14231 cULus 1,2 N cULus, FM, Y Pendent 2.25 57 W2 RA1414 LPCB,VdS, EC, 1,2,3,4 N WM C: cULus, FM, a� Recessed Pendent 2.25 57 W4 RA1414 LPCB,VdS, EC, 1,2,3,4 > WM F1 FR56 5.6 80 1/2 15 cULus,VdS,EC, io Concealed Pendent 2.25 57 W4 RA1414 WM 5,6 a CL cULus, FM, o Upright 2.25 57 W2 RA1425 LPCB,VdS, EC, 1,2,3,4 m WM Cn "Conventional LPCB,VdS, EC, (Pendent or Upright)" 2.25 57 W2 RA1475 WM 4 3 (D Pendent 2.25 57 W2 RA1415 cULus, ULH 1 U) FlFR56LL 5.6 80 1/2 15 Recessed Pendent 2.25 57 W4 RA1415 cULus, ULH a> W Concealed Pendent 2.25 57 W4 RA1415 cULus, ULH 6 ca Horizontal Sidewall 2.63 67 W2 RA1435 cULus, FM 1,2,3,7 LLl F1 FR56 5.6 80 1/2 15 Recessed Horizontal Sidewall 2,63 67 W4 RA1435 cULus, FM 8 ►- O Z Vertical Sidewall(Pen- cULus, FM, F1 FR56 5.6 80 1/2 15 dent or U rht 2.25 57 W2 RA1485 LPCB 1,2,3,9 i cC14 P Uight) N (1)cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. m (2)cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. (3)Available with FM approved Polyester coating in black or white. (4)Available with LPCB and VdS approved Polyester coating. (5)VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F(68°C)temperature rated sprinklers only.VdS approved sprinklers must use Norbulb brand glass bulbs with the 1/2-inch(12.7mm)adjustment Model CCP cover plate only. (S)Model F1 FR56 Concealed Pendent and Model F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates,available as either standard depth with 1/2-inch(12.7mm)of adjustment or low profile with 5/16-inch(8.0 mm)of adjustment. (1)cULus Listing of the F1 FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. Minimum to maximum deflector to ceiling distance shall be 4 inches to 12 inches(102mm to 305mm).FM Approval of the F1 FR56 Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (8)cULus Listing and FM Approval of the F1 FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. (9)The F1 FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies.LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Ordinary Temp. Intermediate Temp. High Temp. Classification Classification Classification Deflector/ 100°F(38°C)Max.Ambient 150°F(65°C)Max.Ambient 225°F(107°C)Max. Model Orientation Temp. Tem Ambient Temp. 135°F(57°C) 155°F(68°C) 175°F(79°C) 200°F(93°C) 286°F(141°C)Temp. Temp.Rating Temp.Rating Temp.Rating Temp.Rating Ratinci Orange Bulb Red Bulb Yellowy Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus Upright cULus F1 FR40 Pendent VdS Recessed Pendent VdS Pendent cULus F1 FR42 Recessed Pendent cULus Upright cULus c F1FR42LL Pendent cULus, ULH Q Recessed Pendent cULus, ULH Pendent cULus = F1FRXLH Recessed Pendent cULus J X Uri ht cULus cP�en�dent cULus, FM,LPCB,VdS, EC,WM f0 Rec'ess d 00sm nt cULus, FM, LPCB,VdS, EC,WM N ` Y Concealed Pendent* cULus,WM cULus,VdS,EC, cULus,WM F1 FR56 WM CT Upright cULus,FM, LPCB,VdS, EC,WM Y "Conventional co Pendent or Upright)" LPCB,VdS,EC,WM Y Pendent cULus, ULH `o FlFR56LL Recessed Pendent cULus,ULH Concealed Pendent" cULus, ULH o Horizontal Sidewall cULus, FM F1 FR56 Recessed Horizontal cULus, FM > Sidewall Vertical Sidewall(Pen- F1 FR56 dent or Upright) CL cULus, FM, LPCB * Model F1 FR56 Concealed Pendent and F1 FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For In- termediate Temperature Classification sprinklers use a 165°F (74°C)temperature rated cover plate. a� 3 Recessed Escutcheon Data U) a) Listed and Approved Recessed Escutcheons in M Deflector/ Model F1 Model F2 Model FP 0- Model 9•2(Fig.1 &3) (Fig.1 &3) (Fig. ) SIN Cd 3/4-inch(19mm) 1/2-inch(12.7mm) 1/2-inch(12.7mm) adjustment adjustment adjustment Z F1FR28 Recessed Pendent cULus cULus cULus RA1411 N F1FR40 Recessed Pendent VdS VdS VdS RA1418 N F1 FR42 Recessed Pendent cULus cULus cULus RA1413 M F1FR42LL Recessed Pendent cULus, ULH cULus, ULH cULus, ULH RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB,VdS, cULus, FM, LPCB, cULus,VdS, EC,WM RA1414 EC,WM VdS, EC,WM FlFR56LL Recessed Pendent cULus,ULH cULus, ULH cULus, ULH RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 4. 2 1/4"HOLE DIA. [57.2mm) 1 15/16"DIA [4l2mm] I --- 1'"X 1/2" REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS \ FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON II II AT MAXIMUM RECESS = l'T25.4mm] AT MINIMUM RECESS = 3/8'T9.5mm) F1 ESCUTCHEON F2 ESCUTCHEON Y 3/4'T 19mm] AT MAXIMUM RECESS = 3/4'T 19mm] c ADJUSTMENT ® vu AT MINIMUM RECESS = 3/8"T9.5mm] CL F2 ESCUTCHEON U) 1/2'T 12.7mm) F1 ESCUTCHEON J ADJUSTMENT I AT MAXIMUM RECESS = 7/8"T22.2mm) a (3.2mm) AT MINIMUM RECESS = 1-5/8'T41.3mm] F2 ESCUTCHEON Ca N AT MAXIMUM RECESS = 1-1/8'[28.6mm] AT MINIMUM RECESS = 1-5/8'T41.Jmm] Y 0 2 27/32"DIA. Y [72.2mm) C N Y Fig. 1 co Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR421-L, F1 FRXLH & C: F1 FR28 Recessed Pendent sprinkler with Model F1 or F2 escutcheon a� co co a O I I 1" X 1/2" REDUCER a) -----I----- N 2 5/8" DIA. [66.7mm] HOLE IN CEILING 1 / a) 2 5/16" DIA. [58.7mm] m CUP (n =� CL CEILING - - - FACE OF FITTING TO FACE OF CEILING DIMENSION Z k AT MAXIMUM RECESS = 1-1/2'T38mm] N _ _ AT MINIMUM RECESS = 1'T25.4mm] 0 N CU 1 - AT MAXIMUM RECESS = 9/16'T14.3mm] %2'T 12.7mm] AT MINIMUM RECESS = 1'T25.4mm) ADJUSTMENT �- 3 1/4" DIA. [82.6mm] Fig. 2 Model F1 FR56, F1 FR56LL, F1 FR42, F1 FR40, F1 FR42LL, F1 FRXLH & F1 FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. f FACE OF FITTING TO FACE OF CEILING DIMENSION F1 ESCUTCHEON AT MAXIMUM RECESS = 1'T25.4mm] AT MINIMUM RECESS = 3/8'T9.5mm] F1 ESCUTCHEON F2 ESCUTCHEON AT MAXIMUM RECESS = 1-3/8'T34.9mm] AT MAXIMUM RECESS = 3/4'T 19mm] AT MINIMUM RECESS = 2-1/16'T52.4mm] AT MINIMUM RECESS = 3/8'T9.5mmJ F2 ESCUTCHEON AT MAXIMUM RECESS = 1-5/8'T41.3mm] 2 1/4" HOLE DIA. 1/8» AT MINIMUM RECESS = 2-1/16'T52.4mm] [57.2mm] [3.2mm] 1" X 1/2" REDUCER 1 _1 L 1 Y 1 iiii° 1 1 15/16" DIA4"-12" .c ..�J 11'11 1 CL [49.2mmJ 11 --- ---- [101.6mm—J04.8mml I iiiii I 2 27/32" DIA. CEILING TO [72.2mm] DEFLECTOR X L_ m TURN COLLAR UNTIL I, TIGHT AGAINST SPRINKLER Y WRENCH BOSS. F1 ESCUTCHEON 3/4'T 19mm] ADJUSTMENT 0 F2 ESCUTCHEON Y 1/2'T 12.7mm] ADJUSTMENT C N 0 RECESSED HSW W,/F1 OR F2 ESCUTCHEON c (1) FM APPROVED FOR 4" — 6" [101.6MM — 152.4MM1 CEILING TO DEFLECTOR WITH F2 ONLY. 0 Fig. 3 Model F1 FR56 Recessed Horizontal Sidewall sprinkler with Model F1 or F2 escutcheon m -° ,z I" x 1/2" REDUCING L TEE OR ELBOW — — — — --------+-------- ------ - — 2-5/8„ D/A. 2 5/16" DIA HOLE IN CEILING L_ J a CUP o 03 du 1 1/2" MAX. ��������, j FACE OF FITTING Z "" "J� TO FACE OF CEILING N �<� I �"""' DIMENSION N CEILING °a 1111111 L -� ca 1/2" MAX. COVER ADJUSTMENT r j COVER PLATE — / 1 ASSEMBLY 3 5116" DIA. r SPRINKLER CONCEALED, 1/2" ADJUSTMENT 017FG01A Fig.4 Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment- Model CCP cover plate 6. I" x 1/2" REDUCING TEE OR ELBOW _ ——— --------+—-—-—-— ------ 2 5/8" DIA. 2 5/16 DIA — ` HOLE IN CEILING L_ _J CUP 00 d8 1 112" MAX. FACE OF FITTING "" TO FACE OF CEILING ""-'�'_T_�- DIMENSION .. CEILING "'�-��� I 5/16" MAX. 3/4" COVER ADJUSTMENT 1� j CL cn COVER PLATE ASSEMBLY J 3 5116" DIA. X SPRINKLER C M CONCEALED, 5/16" ADJUSTMENT 017FG02A N Y Fig. 5- Model F1 FR56/F1 FR56LL Concealed Pendent sprinkler with low profile 5/16- v inch (8.Omm) adjustment- Model CCP cover plate Y C Maintenance Material Data 0 The Model F1 FR Series sprinklers should be inspected and Frame: DZR Brass,QM Brass,or Low Lead Brass o the sprinkler system maintained in accordance with NFPA 25. 1n Deflector: CDA Alloy 220,260,or 510 C: Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids.Remove dust by using a soft brush or gen- Load ScrewlPintle: CDA Alloy 360 or 544 > tie vacuuming. Replace any sprinkler which has been painted Cup: CDA Alloy 651 or 693 a (other than factory applied)or damaged in any way.A stock of Washer: Nickel Alloy 440 or 360,coated with PTFE n spare sprinklers should be maintained to allow quick replace- Adhesive Tape ment of damaged or operated sprinklers. Bulb: Glass Finishes (')(2) Cn Standard Finishes OrderingInformation Sprinkler Escutcheon Cover late 3 Bronze Brass Chrome Specify: Chrome Chrome I White °vi White Polyester(3)l5)�7) white 1. Sprinkler Model: [F1 FR28][F1 FR40][F1 FR42] Special A lication Finishes [F1 FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] Sprinkler Escutcheon Cover plate 2. Sprinkler Deflector/Orientation: [Pendent][Recessed a Electroless Nickel Electroless Nickel gri ht Brass Pendent][Upright][Conventional][Horizontal Sidewall] w PTFE(3)(4) PTFE g Recessed Horizontal Sidewal]][Vertical Sidewall Black Polyester(3)(6)(7) Bright Brass Black [ ] 0Bri ht Brass(5) Black Off White 3. Sprinkler threads: [1/2-inch NPT][ISO 7-131/2] N Off White(6)(7) Off White I Satin Chrome 4. Sprinkler Temperature Rating: [135'F (57'C)][155'F C14 Satin Chrome Satin Chrome (68°C)][175°F (79°C)][200°F (93°C)][286°F(141°C)] 4 Other finishes and colors may be available on special order. Consult the 5. Sprinkler Finish CU factory for details. (2)Paint or any other coating applied over the factory finish will void all approvals 6. Escutcheon Model: [F1][F2][FP] and warranties. 7. Escutcheon Finish (where applicable) (3) cULus Listed as Corrosion Resistant. 8. Cover plate Model: [standard profile CCP 1/2-inch (4) FM Approved as Corrosion Resistant for SIN RA1414, RA1425, RA1435, (12.7mm) adjustment][low profile CCP 5/16-inch and RA1485. (5) 200*F(93*C)maximum temperature rated sprinkler only. (8.Omm) adjustment] (6)VdS Approved for RA1425,RA1414,RA1418,and RA1475. 9. Cover plate Temperature Rating: [1350F (57°C) for use (+) LPCB Approved for RA1425,RA1414,and RA1475. with Ordinary Temperature sprinklers][165'F (74°C) for use with Intermediate Temperature sprinklers] 10. Cover plate Finish Note:When Model F1 FR Series Recessed sprinklers are ordered,the sprin- klers and escutcheons are packaged separately. 7. Reliable. . . For Complete Protection "' Reliable offers a wide selection of sprinkler components. Following are some of the many pre- cision-made Reliable products that guard life and property from fire around the clock. • Automatic sprinklers • Deluge valves • Flush automatic sprinklers • Detector check valves • Recessed automatic sprinklers • Check valves L • Concealed automatic sprinklers • Electrical system J X M • Adjustable automatic sprinklers • Sprinkler emergency cabinets N Y • Dry automatic sprinklers • Sprinkler wrenches 0 d= 0 • Intermediate level sprinklers • Sprinkler escutcheons and guards N Y • Open sprinklers Inspectors test connections C O Spray nozzles . Sight drains CU • Alarm valves Ball drips and drum drips D • Retardingchambers . .N Control valve seals • Dry pipe valves • Air maintenance devices 0 • Accelerators for dry pipe valves • Air compressors o Mechanical sprinkler alarms • Pressure gauges N Electrical sprinkler alarm switches Identification signs •co Water flow detectors • Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fre Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 100 years. Manufactured by Reliable Automatic Sprinkler Co.,Inc. Recycled ' n (800)431-1588 Sales Offices Paper (800)848-6051 Sales Fax 914 829-2042 Revision lines indicate updated or new data. ( ) Corporate Offices www.reliablesprinklercom Internet Address EG.Printed in U.S.A.12/21 P/N 9999970300 HARTCORN PLUMBING & HEATING INC. JOBBING*ALTERATION* RESIDENTIAL*COMMERCIAL*INDUSTRIAL 850 SOUTH 2ND STREET,RONKONKOMA,N.Y.11779 PHONE 631-580-2300*FAX 631.580.1090 EST. 1963 Contractor's Material•and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work,inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities,owners,and contractor.It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship,or failure to comply with approving authority's requirements or local ordinances. Property name Peconic Landing Date 5/16/22 Property address 1500 Brecknock Road Greenport,NY Accepted by approving authorities(names) Town of Southold Fire Prevention Address 'Plans 54375 Route 25,Southold,NY 11971 Installation conforms to accepted plans ® Yes ❑ No Equipment used is approved ® Yes ❑ No If no,explain deviations Has person in charge of fire equipment been instructed as ® Yes ❑ No to location of control valves and care and maintenance of this new equipment? If no,explain Instructions Have copies of the following been left on the premises? 1. System components instructions ® Yes ❑ No 2. Care and maintenance instructions ® Yes ❑ No 3. NFPA 25 ® Yes ❑ No Location of Supplies buildings Peconic Landing-1500 Brecknock Rd.Greenport,NY system Year of Orifice Temperature Make Model manufacture size Quantityratio Reliable 135-56 2022 1/2" 27 165F Sprinklers Reliable F1 FR-56 2022 1/2" 24 155F Type of pipe PER NFPA-13 1"Schedule 40 Black Steel,1-1/4"and Larger Schedule 10 Pipe and Type of fittings 1"Cast Iron Threaded C125,1-1/4"and Larger Grooved Type fittings Maximum time to operate Alarm Alarm device Through test connection Valve°Y Type Make Model Minutes Seconds indicator Vane System Sensor WFD 30N 55 Pressure System Sensor EPS-10 _ 30 Dry valve Q.O.D. Make Model Serial no. Make Model Serial no. Time to trip Time water Alarm Through test Water Air Trip point reached operated Dry pipe connection pressure pressure air pressure test outlet pro erl Operating Minutes Seconds psi psi psi Minutes Seconds Yes No test Without Q.O.D. With O.D. If no,explain Operation ❑ Pneumatic ❑ Electric ❑ H draulic Piping supervised? ❑ Yes ❑ No Detecting media supervised? ❑ Yes ❑ No Does valve operate from the manual trip,remote,or both control stations? ❑ Yes ❑ No Deluge and Is there an accessible facility in each circuit for If no,explain preaction testing? valves ❑ Yes ❑ No Does each circuit operate Does each circuit operate Make Model supervision loss alarm? valve release? Maximum time tooperate release ❑ Yes [ No ❑ Yes ❑ No I Min See Pressure Location Make and Setting Static pressure Residual pressure(flowing) Flow rate and floor Model reducing valve Inlet siOutlet si Inlet(piOutlet si) Flow m test Hydrostatic:Hydrostatic tests shall be made at not less than 200 psi(13.6 bar)for 2 hours or 50 psi(3.4 bar)above static pressure i n excess of 150 psi(10.2 bar)for 2 hours.Differential dry pipe valve clappers shall be left open during the test to prevent damage.All Test description aboveground piping leaking shall be stopped. Pneumatic:Establish 40 psi(2.7 bar)air pressure and measure drop,which shall not exceed 1%:psi(0.1 bar)in 24 hours.Test pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 1'/�psi 0.1 bar in 24 hours. All piping hydrostatically tested at 200 psi( bar)for 2 hours If no,state reason Dry piping pneumatically tested ❑ Yes ❑ No Equipment oerates properly ❑ Yes ❑ No Do you certify as the sprinkler contractor that additives and corrosive chemicals,sodium silicate or derivatives of sodium silicate,brine, or other corrosive chemicals were not used for testing systems or stopping leaks? ® Yes ❑ No Drain Reading of gauge located near water Residual pressure with valve in test test I Supply test connection: psi bar connection wide op en: __psi(_ bar Tests Underground mains and lead in connections to system risers flushed before connection made to sprinkler piping? Other Explain Verified by copy of the U Form no.85B ❑ Yes ❑ No Flushed by installer of underground Sprinkler piping ❑ Yes ❑ No If powder driven fasteners are used in concrete,has If no,explain representative sample testing been satisfactorily ❑ Yes ❑ No completed? Blank testing Number used Locations Number removed gaskets 0 Welded piping ❑ Yes ® No If yes... Do you certify as the sprinkler contractor that welding procedures comply with the requirements of at least AWS B2.1? ❑ Yes ❑ No Welding Do you certify that the welding was performed by welders qualified in compliance with the requirements of at least AWS B2.1? ❑ Yes ❑ No Do you certify that the welding was carried out in compliance with a documented quality control procedure to ensure that all discs are retrieved,that openings in piping are smooth,that slag and other welding residue are removed,and that the internal diameters of piping are notpenetrated? ❑ Yes ❑ No Cutouts Do you certify that you have a control feature to ensure that discs All cutouts discs are retrieved? Yes ❑ No Hydraulic data If no,explain nameplate Nameplate provided ® Yes El No Remarks Date left in service with all control valves open Name of sprinkler contractor: Harteorn Plumbing&Heat ng Inc. Tests witnessed b For pro r(sia a Title Date Signatures For sprinkler contra r(signed) Title Date Additional explanations and notes Kv I nnnQ IY IIl1 1U LL6 BUILDING•DEPT. TOWN OF SOUTHOLD HARTCORN PLUMBING & HIINC. 850 SOUTH 2nd STREET, RONKONKOMA, N.Y. 11779 .I . s PHONE 631.580.2300 FAX 631.580.1090 FIRE SPRINKLER DIVISION HYDRAULIC CALCULATIONS INFORMATION SHEET—AREA#1 Name:Peconic Landing—Building Extension Date:06.19.2e �'•'' .`3 » Location: 1500 Brecknock Road : Building:Greenport,New York System:Area#I Contractor: 1Contractor: Contract Number: Calculated By:Hartco�p Plumbing&Heating Inc. Drawing Number: l of 1 Construction: Combustible 0 Non-Combustible Ceiling Height: 10-0 Occupancy:Office System DeSig ry: X NFPA-13✓ X LT.HAZ. ORD.HAZ.GROUP 01 02 03 0 EX HAZ. 0 NFPA 231 0 NFPA-231 C Figure: 11.2.3.2.3.1 Curve: 0 Other(Specify): 0 Specific Ruling: Made By: Date: Area of Sprinkler Operation:900 sq.ft. stem T=11 e: Density:0.10 gpm/sq ft✓ X Wet 0 Dry 0 Deluge 0 Pre-Action Area Per Sprinkler: Varies Sprinkler or Nozzle Hose Stream Allowance GPM:Inside Make:Reliable Model:G5-56 Hose Stream Allowance GPM:Outside 100 gpm y$ize:1/2" --"K-Factor:5.6 Rack Sprinkler Allowance: +Temperature Rating: 165 degrees F Calculation Summary GPM Required:278 PSI Required:44 At base of Riser "C"Factor Used: Overhead: 120 Underground: 140 Water Supply Water Flow Test: Jsµ Pump Data Tank or Reservoir Date&Time:9.27.2019 (�� Rated Capacity: Capacity: Static PSI:70 At PSI: Elevation: Residual PSI:36 Elevation: GPM Flowing: 1563 .Well Elevation:0 Proof Flow: GPM: Location:In front of building Source of Information:S.C.WA. Commodity Storage Commodity: Class: Location: Storage Height: Area: Aisle Width: Sushi .e i�1e hricfi:.'ilio P&Ah.. ':`n 1'alletiid i 'tS; ItacN, % 0 Single Row 0 Conventional Pallet 0 Automatic Storage 0 Encapsulated 0 Double Row 0 Slave Pallet 0 Solid Shelving 0 Non-encapsulated 0 Multiple Row 0 Open Flue Spaces ill Inches C:lear:ance from torr ofStorat„rc to Ceilinzr Longitudinal: Transverse: :Feet :Inches Horizontal.Barriers Provided Water Supply Curve C Hydratec Incorporated Page 1 PECONIC LANDING BLDG EXTENSION AREA#1 Date 06.19.2020 City Water Supply; Demand: C1 - Static Pressure 70 D1 -Elevation 4.331 C2- Residual Pressure: 36 D2-System Flow , 177.008 C2- Residual Flow 1563 D2-System Pressure : 43.572 Hose (Demand) - 100 D3-System Demand : 277.008 Safety Margin 25.043 150 140 130 P 120 R 110 E 100 i S 90 ` S 80 C1 U 70 R 60 E 50 40 . 3✓ 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N ^ 1.85) Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary Hydratec Incorporated Page 2 PECO,NIC LANDING BLDG EXTENSION AREA#1Date 06.19.2020 Fitting Legend - Abbtev. Name _._. '/z g/, 1 1'% 1'/� 2 2% 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 -8 10 11 13 S NFPA 13 Suring Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40,pipe and CFactors of 1.20 except as noted with*• The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.54.2 Flow Summary - NFPA Hydratec Incorporated Page 3 PECONIC LANDING BLDG EXTENSION AREA#1 Date 06.19.2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure W 70.0 36 1563.0 68.616 277.01 43.572 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 10.0 5.6 7.73 15.57 2 10.0 5.6 8.2 16.04 3 10.0 5.6 9.4 17.17 4 10.0 5.6 7.0 14.82 5 10.0 5.6 7.31 15.14 6 10.0 5.6 7.89 15.73 7 10.0 5.6 8.24 16.07 8 10.0 5.6 9.57 17.32 9 10.0 5.6 10.13 17.82 10 10.0 5.6 7.63 15.46 11 10.0 5.6 8.03 15.87 Al 11.0 9.59 B1 11.0 8.51 B2 11.0 9.63 D1 11.0 9.38 A 11.0 12.01 B 11.0 12.08 C 11.0 12.32 D 11.0 12.96 E 11.0 18.22 TOR 5.0 31.12 BOR 3.0 34.05 BK1 3.0 34.06 BK2 3.0 42.07 W 0.0 43.57 100.0 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Hydratec Incorporated Page 4 PECONIC LANDING BLDG EXTENSION AREA#1 Date 06.19.2020 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt bakY.k t xoewn- to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1 10 5.60 15.57 1 E 2.0 26.000 120 7.727 to 0.0 2.000. -0.433 Al 11 15.57 1.049 0.0 28.000 0.0818 2.291 Vel= 5.78 .............................._..............._..........._..._ _ . . _..- __. _. ,. _.._..... . 0.0 Al 15.57 9.585 . ---.._..._.... -...........__ 2 10 5.60 16.04 1 T 5.0 16.000 120 8.202 to 0.0 5.000 -0.433 Al 11 16.04 1.049 0.0 21.000 0.0865 1.816 Vel= 5.95 ... ........ .... ... __._. , . _._.._. . 0.0 Al 16.04 9.585 K Factor= 5.18 3 10 5.60 17.17 1 E 2.0 24.000 120 9.403 to T 5.0 7.000 -0.433 A 11 17.17 1.049 0.0 31.000 0.0982 3.043 Vel = 6.37 _............................_....................................................................._.._.._,_.M____....._._.,_.__ ..._. 0.0 A 17.17 12.013 K Factor= 4.95 4 10 5.60 14.82 1 E 2.0 24.000 120 7.000 to 0.0 2.000 -0.433 B1 11 14.82, 1.049 0.0 26.000 0.074.7 1.942 Vel = 5.50 .... ._ .,.._._..r....... .. ..-__........__..............._............._..........................................._...._.._.._......._........................................................._...._.._............._.........._............_............ . 0.0 131 14.82 8.509 K Factor= 5.08 _ ..._ _.._._..._..--.-._....__.... .....-----------...._...._.........._..._.._- _......- _ ..----_._.- _.... 5 10 5.60 15.14 1 T 5.0 16.000 120 7.309 to 0.0 5.000 -0.433 61 11 15.14 1.049 0.0 21.000 0.0778 1.633 Vel = 5.62 _ _ . ___......._......._ ____._ _. ..._. _.......... .. 0.0 B1 15.14 8.509 K Factor= 5.19 -- -........_...._......._...__..__.-___........_..- -- --- __........__.._.._...._....--- _..---._._.._.� ...__....__......_..----._._......._.........-- 6 10 5.60 15.73 1 E 2.0 24.000 120 7.890 to 0.0 2.000 -0.433 B2 11 15.73 1.049 0.0 26.000 0.0834 2.169 Vel = 5.84 _ ._................................._..._.. M _.. _ . . ._ 0.0 B2 15.739.626 K Factor= 5.07 _....._...._.__...._.._..._.. - --- - ---.. 7 10 5.60 16.07 1 T 5.0 16.000 120 8.236 to 0.0 5.000 -0.433 B2 1116.07 1.049 0.0 21.000 0.0868 1.823 Vel = 5.97 0.0 B2 16.07 9.626 K Factor= 5.18 _ _- ....__._.... _.. _.. -._...----- _ ._-. --._._.._......__..._.._._.._.......... 8 10 5.60 17.32 1 E 2.0 25.000 120 9.566 to T 5.0 7.000 -0.433 C11 17.32 1.049 0.0 32.000 0.0997 3.191 Vel = 6.43 0.0 C 17.32 12.324 K Factor= 4.93 9 10 5.60 17.82 1 E 2.0 18.000 120 10.129 to T 5.0 7.000 -0.433 C11 17.82 1.049 0.0 25.000 0.1051 2.628 Vel = 6.62 0.0 _..,_._a__. _ C 17.8212.324 K Factor= 5.08 -- --- ------- ---..._.... -----------..._........ _ _.._.. ---._..__......._.. _ 10 10 5.60 15.46 1 E 2.0 25.000 120 7.626 to 0.0 2.000 -0.433 D1 11 15.46 1.049 0.0 27.000 0.0809 2.183 Vel = 5.74 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Hydratec Incorporated Page 5 PECONIC LANDING BLDG EXTENSION AREA#1 Date 06.19.2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf - ..-- -........_..--- 0.0 D 1 15.46 9.376 K Factor= 5.05 11 10 5.60 15.87 1 T 5.0 16.000 120 8.029 to 0.0 5.000 -0.433 D1 11 1.5.87 1.049 0.0 21.000 0.0848 1.780 Vel = 5.89 -----_...._._ ... _.._ ------._................ --------...._..._.....-..-_...._... _ 0.0 D1 15.87 9.376 K Factor= 5.18 - ---- _...__._.. .__ _--._......................_._.._.__w.__..............,.,._..._..__ _a __.-�_..__.......-----............. __.... Al 11 31.60 1 T 5.0 3.000 120 9.585 to 0.0 5.000 0.0 A 11 31.6 1.049 0.0 8.000 0.3035 2.428 Vel= 11.73 0.0 A 31.60 12.013 K Factor= 9.12 - - --------...._.__......_ - -_.............._......__... _.... __..__..........- B1 11 29.96 1 T 5.0 8.000 120 8.509 to 0.0 5.000 0.0 B 11 29.96 1.049 0.0 13.000 0.2748 3.572 Vel = 11.12 0.0 B 29.96 12.081 K Factor= 8.62 _.._...- -..__......._._.. ....._.. - _ _ __.._--.__....-...._..._...__......................_..............._...__.-...__... -..-.- .._.._....__..... -..__.......----....... B2 11 31.80 1 T 5.0 3.000 120 9.626 to - 0.0 5.000 0.0 B 11 31.8 1.049 0.0 8.000 0.3069 2.455 Vel = 11.80 - -- ----_ __._.. _. ..._ - __._........_._.__..__.._...._.._..._...- ------ - 0.0 B 31.80 12.081 K Factor= 9.15 D1 11 31.33 1 T 5.0 7.000 120 9.376 to 0.0 5.000 0.0 D11 31.33 1.049 0.0 12.000 0.2987 3.584 Vel = 11.63 0.0 D 31.33 12.960 K Factor= 8.70 ..........................................._.................................._..__........__............._.................._.._...__._.__._. ._.__. _..- ----.._..-- -- --- ..._........_........_......__...----._._.._...._...._..- _._....__.........._. A 11 48.78 2.5 0.0 9.000 120 12.013 to 0.0 0.0 0.0 B 11 48.78 2.635 0.0 9.000 0.0076 0.068 Vel = 2.87 B 11 61.75 2.5 0.0 7.000 120 12.081 to 0.0 0.0 0.0 C 11 110.53 2.635 0.0 7.000 0.0347 0.243 Vel = 6.50 C 11 35.15 2.5 0.0 11.000 120 12.324 to 0.0 0.0 0.0 D 11 145.68 2.635 0.0 11.000 0.0578 0.636 Vel = 8.57 _. _....._...._........___ ._._......_.._ D 11 31.33 2.5 T 16.474 47.000 120 12.960 to 0.0 16.474 0.0 E 11 177.01 2.635 0.0 63.474 0.0828 5.258 Vel= 10.41 .. _ _. - - ._._..__......_._........_ .... - ._... --------------- E 11 0.0 2.5 4E 32.948 75.000 120 18.218 to T 16.474 49.422 2.599 TOR5 177.01 2.635 0.0 124.422 0.0828 10.306 Vel = 10.41 _.... _ _ _.------------._...._...-----___....._......._....._..._._..._..__.__._ _.._... _.._......_...__._.__. _ - _ .__.._.....__._......_.__._..._- TOR 5 0.0 3 B 13.44 15.000 120 31.123 to S 21.503 55.102 0.866 BOR 3 177.01 3.26 T 20.159 70.102 0.0294 2.060 Vel = 6.80 BOR 3 0.0 6 0.0 10.000 120 34.049 to 0.0 0.0 0.0 BK1.. 3 1.77.01. .6.357.. 0.0 1.0.000, 0.0012 .0.012.. .Vel = 1.79. .... Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Hydratec Incorporated Page 6 PECONIC LANDING BLDG EXTENSION AREA#1 Date 06.19.2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or . Ftngs Pe Notes Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf ............_...... ......... ...... _ ....................._.............................._...._............_............................................................_..........................___...................................................................................._.............-........................._..........__ ._.__ ..._................................._.._........... . BK1 3 0.0 6 0.0 5.000 120 34.061 to 0.0 0.0 8.000 " *Fixed Loss=8 BK2 3 177.01 6.357 0.0 5.000 0.0010 0.005 Vel= 1.79 BK2 3 0.0 6 G 4.304 100.000 140 42.066 to 3E 60.252 107.593 1.299 W0 177.01 6.16 T 43.037 207.593 0.0010 0.207 Vel= 1.91 _. ...__._....._.....__. --.._ _-----_..__..............__....---._...._..........._...............___. ..__. ._ _ _- 100.00 Qa= 100.00 W 277.0143.572 K Factor= 41.97 Computer Programs by Hydratec Inc. Revision: 50.54.2 HARTCORN iNG & HEATING INC, 850 SOUTH 2nd STREET, RONKONKOMA, N.Y. 11779 PHONE 631-580.2300*FAX 631-580-1090 X FIRE SPRINKLER DIVISION ZX 43, HYDRAULIC CALCULATIONS INFORMATION SHEET—AREA#2 Name:Peconic Landing—Building Extension Date:06.19.2020 Location: 1500 Brecknock Road Building:Greenport,New York System:Area#2 0 Contractor: Contract Number: Calculated By:Hartcom Plumbing&Heating Inc. Drawing Number: I of I Construction: X Combustible 0 Non-Combustible Ceiling Height:23-6 Occupancy:Attic System Design: X NFPA-13✓ X LT.HAZ/ ORD.HAZ.GROUP 01 02 03 0 EX HAZ. 0 NFPA 231 0 NFPA-23 I C Figure: Curve: 0 Other(Specify): 0 Specific Ruling: Made By: Date: Area of Sprinkler Operatiy 2535 sq.ft. System Type: Density:0.10 gpm/sq ft 0 Wet %/)C Dry 0 Deluge 0 Pre-Action Area Per Sprinkler: Varies Sprinkler or Nozzle Hose Stream Allowance GPM:Inside Make:Reliable Model:FIFR Hose Stream Allowance GPM:Outside 100gpm Size:1/2" K-Factor:4.2 Rack Sprinkler Allowance: Temperature Rating:200 degrees F Calculation Summary GPM Required:563 PSI Required:47 At base of Riser C"Factor Used: Overhead: 120 Underground: 140 Water Supply Water Flow Test: Pump Data Tank or Reservoir. Date&Time:09.27.2019 IV" Rated Capacity: Capacity: Static PSI:70 At PSI: Elevation: Residual PSI:36 Elevation: GPM Flowing: 1563 Well Elevation:0 Proof Flow: GPM-. Location:In front of building Source of Information:S.C.W.A. Commodity Storage Commodity: Class: Location: Storage Height: Area: Aisle Width: Stonuw Metbod:Solid filed: % :P8110iMi: e10 Rack- % 0 Single Row 0 Conventional Pallet 0 Automatic Storage 0 Encapsulated 0 Double Row 0 Slave Pallet 0 Solid Shelving 0 Non-encapsulated 0 Multiple Row 0 Open Flue Spaces in Inches -Clear our'(4roni top of S(orggr.to Ceiling Longitudinal: Transverse: :Feet :Inches Horizontal•Barriers,Provided:, Water Supply Curve C Hydratec Incorporated Page 1 PECQNIC LANDING BLDG EXTENSION AREA#2 Date 06.19.2020 City Water Supply: Demand: C1 -Static,Pressure 70 D1 -Elevation :. 9.961 C2-Residual Pressure: 36 D2-System Flow :462.581 C2- Residual Flow 1563 D2-System Pressure 46.772 Hose(Demand) : 100 D3-System Demand : 562.581 Safety Margin 18.094 150 140 1.30 P 120 R 110 E 100 S 90 S 80 C1 U 70 R 60 I E 50 ! 40 D3 30 20 1,0 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N " 1.85) Computer Programs by Hydratec Inc. Revision: 50.54.2 Fittings Used Summary Hydratec Incorporated Page 2 PECONIC LANDING BLDG EXTENSION AREA#2 Date 06.19.2020 Fitting Legend Abbrev. Name '/z '/< 1 1A 1%z 2 2'/z 3 3%2 4 5 6 8 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 5. 10 12 19 21 0 0 0 0 0 Dvc', Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flowthru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.54.2 Flow Summary - NFPA Hydratec Incorporated Page 3 PECONIC LANDING BLDG EXTENSION AREA#2 Date 06.19.2020 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure W 70.0 36 1563.0 64.866 562.58 46.772 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 23.0 4.2 7,26 11.31 2 23.0 4.2 7.76 11.7 3 23.0 4.2 9.65 13.05 4 23.0 4.2 10.8 13.8 5 23.0 4.2 11.78 14.41 6 23.0 4.2 13.75 15.57 7 23.0 4.2 14.05 15.75 8 23.0 4.2 14.17 15.81 9 23.0 4.2 14.3 15.88 10 23.0 4.2 7.0 11.11 11 23.0 4.2 7.61 11.59 12 23.0 4.2 8.3 12.1 13 23.0 4.2 7.01 11.12 14 23.0 4.2 7.63 11.6 15 23.0 4.2 8.31 12.11 16 23.0 4.2 7.05 11.15 17 23.0 4.2 7.67 11.63 18 23.0 4.2 8.36 12.14 19 23.0 4.2 7.14 11.23 20 23.0 4.2 7.77 11.71 21 23.0 4.2 8.46 12.22 22 23.0 4.2 7.3 11.34 23 23.0 4.2 7.93 11.83 24 23.0 4.2 8.64 12.35 25 23.0 4.2 7.53 11.52 26 23.0 4.2 8.19 12.02 27 23.0 4.2 8.92 12.54 28 23.0 4.2 7.85 11.77 29 23.0 4.2 8.54 12.27 30 23.0 4.2 9.52 12.96 31 23.0 4.2 8.3 12.1 32 23.0 4.2, 9.02 12.62 33 23.0 4.2 9.82 13.16 34 23.0 4.2 15.05 16.3 35 23.0 4.2 15.18 16.36 36 23.0 4.2 15.31 16.43, Al 21.0 15.14 B1 21.0 15.71 C1 21.0 9.99 D1 21.0 10.01 Computer Programs by Hydratec Inc. Revision: 50.54.2 Flow Summary - NFPA Hydratec Incorporated Page 4 PECONIC LANDING BLDG EXTENSION AREA#2 Date 06.19.2020 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes E1 21.0 10.06 F1 21.0 10.18 G1 21.0 10.37 H1 21.0 10.67 K1 21.0 11.66 11 21.0 11.09 M1 21.0 16.76 A 20.0 16.37 B 20.0 16.44 C 20.0 11.27 D 20.0 11.28 E 20.0 11.34 F 20.0 11.47 G 20.0 11.68 H 20.0 12.0 J 20.0 12.46 K 20.0 13.08 L 20.0 16.92 M 20.0 17.51 DP1 5.0 31.28 DP2 3.0 36.15 BK1 3.0 36.22 BK2 3.0 44.25 W 0.0 46.77 100.0 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Hydratec Incorporated Page 5 PECONIC LANDING BLDG EXTENSION AREA#2 Date 06.19.2020 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 1 23 4.20 11.31 1 0.0 8.000 100 7.255 to 0.0 0.0 0.0 2 23_'....... ...__._....,_ .._............11..31 1.049 0.0 8.000 0.0636 0.509 Vel = 4.20 ........_._.__..,_. . __ ,....._.. . .... .._..._....._............................................__........._.:-....... ................_...........,......._---...._.._..........._................ 2 23 4.20 11.71 1 0.0 8.000 100 7.764 to 0.0 0.0 0.0 3 23 23.02 1.049 0.0 8.000 0.2364 _1.891 Vel= 8.55 3 23 4.20 13.05 1.25 0.0 8.000 100 9.655 to 0.0 0.0 0.0 4 23 36.07 1.38 0.0 8.000 0.1427 1.142 Vel = 7.74 .-.._-_..._.............-----.._...--.--.._......._._..........._....._..1..............._....,_-w. _.... ......................---------..............................................._....__.....................-...._................---.._...........,... ...... 4 23 4.20 13.80 1.5 0.0 8.000 100 10.797 to 0.0 0.0 0.0 5 23 49.87 1.61 0.0 8.000 0.1226 0.981 Vel= 7.86 ._.. .. w._....�..._.�...,�................__....---...._..- -....._.......__.._........._...... .. ..._..,.. ......-. -__.... _...._........_.............._............._.............. ..- ---........._....__.._...._....._..... ......................... .......�__...._ 5 23 4.20 14.41 1.5 T 5.71 7.000 100 11.778 to 0.0 5.710 0.866 Al.___._._._.21.._._...._..._.............._. 64.28 1.61 - ----0,0_._...._... 12.710 0.1963 2.495 Vel = 10.13 ........................._......_. -- .. _..._.._..._._..................................................... 0.0 Al 64.28 15.139 K Factor= 16.52 - _._....... ......._... ... ...............-----._._...-- -. ..._ . .._.._..._.........._.....,.... ... __ _., ..._..�..................-----..........-........... 6 23 4.20 15.57 1 T 3.568 1.000 100 13.749 to 0.0 3.568 0.866 Al 21 15.57 1.049 0.0 4.568 0.1147 0.524 Vel = 5.78 .-.__._, _.,�,..........._._......_...---................................._.....--...__.._._.._..._.....-..._...._.___ ...-._............_.....-_.._.._..__ ._, ....-......................... 0.0 A1....... _. _-_15.57 ..............._.................................................... - --15.139....._.........._K..Factor=......4-00 ................._..-- _ _._ . .. __..................._.__........._._..... ........_............._._.. 7 23 4.20 15.75 1.5 0.0 8.000 100 14.054 to 0.0 0.0 0.0 8 23 15.75 1.61 0.0 8.000 0.0145 0.116 Vel= 2.48 ------...----._...., ._... _ ..,.-........................ -----._...._.._...._.._.__....................__........._.......-..._-._......._..._..._..:..:.,_..,.,... ___ �._. ....._.__,.. . �_._......_......._........-.......... 8 23 4.20 15.81 1.5 T 5.71 7.000 100 14.170 to 0.0 5.710 0.866 B1 21 31.56 1.61 0.0 12.710 0.0526 0.669 Vel= 4.97 - .__.. .._._........... - --... ........... ..-...__................_..............__._.............._........_..... . _.,_ .--.._ _ ........... -- - - 0.0 61 31.56 15.705 K Factor= 7.96 __.. ....................._._..._......_._._..__._.......... _.,__..__._........._...........__._..................... ,:::...,.,,..,.. _ __.._........:_.,........_.............._............. 9 23 4.20 15.88 1 T 3.568 1.000 100 14.296 to 0.0 3.568 0.866 B1 21 15.88 1.049 0.0 4.568 0.1189 0.543 Vel = 5.90 ..._...................- ----- - --- -------- .........._........................._..............,..__....._.__......._....._......_......_.._.........._ 0.0 B1 15.88 15.705 KFactor= 4.01 _...- - --..._... --._. --..__. _. .._. .. .......---........---...-..__._._............................._........................._._...........r._.._.,...-._..._.___.. . __. _._ . . ........_.................._...... . 10 23 4.20 11.11 1 0.0 10.000 100 7.000 to 0.0 0.0 0.0 11._.._ ....23._............_.................._..._............._. _....._11...1._1......._.. 1.049.__..,.._,_._.._._. 0.0 10.000 0.0..............._........._......_.....---_.........-,....._.__..._ .........__........._........... ... ..__.............._......_..... 11 23 4.20 11.59 1 T 3.568 3.000 100 7.615 to 0.0 3.568 0.866 C1 21 22.7 1.049 0.0 6.5680.2305 1.514 Vel= 8.43 __. ....._._ -_...........__................ .. . ..............................._. .. .....................................__...._..._...._.......................... 0.0 C1 22.70 9.995 K Factor= 7.18 ._.._...._............_...................._....................... .. .. .........._........_.._........_....__.._...._............................._.........,. .._... ..._...._......._.._...... ...-..._.__....._.._..._............ _.....__................_............---....._........_............__.....- ......._...._......................... 12 23 4.20 12.10 1 T 3.568 8.000 100 8.297 to 0.0 3.568 0.866 C 1 21 12.1 1.049 0.0 11.568 0.0719 0.832 Vel = 4.49 Computer Programs by Hydratec Inc. Revision: 50.54.2 i' ` ^ Final Calculations : Hazen-VViUi@nna Hydroteohnoorporoted Page 8 PECON|CLANDING BLDG EXTENSION AREA#2 Date 08.10.2020 Node1 Bav1 K [\e Nom Fitting Pipe CFact Pt to or Ftngo Pa Notes Nodo2 Bov2 Fact Qt Act Eqiv Lon Total Pf/Ft Pf 0.0 `- _���____ ____� � ___ 1�10 _ _ ___ �_____ �_� ____________8�8�___ KFaotor�_ 3�3 _ _................_ _ 15 23 4.20 11.12 1 0.0 10.000 100 7.012 to 0.0 0.0 0.0 - 14_-- 23_- --_ 11.12 1.049__---{iO ' 10.000' - �0615 -8'G1S \����-413....... ___-__' 14 23 4.20 11.60 i T 3.568 3.000 100 7.627 to 0.0 3.568 0.888 _DY_ , 21 _ 2272 1.O49 V�0--- '��68---_ 1.517 Vel -�43___-' OD D1 22J2 __ 1 _ _______ 15 23 420 12.11 1 T 3.568 8.000 100 8.310 to 0.0 3.668 0.886 Di 1211 1.048 - U.0 11�5G8 0.0721 O.834 Vel 4 � - ' _ _______. _ -______'_____ _ ' - ___� �______--__-__-- _ 0.0 . D1 1211 _� _ � _____� _____ 10.O1U KFaob�= 3�B�___ _ 16 23 420 11.15 1 0.0 18.000 100 7.064 to 0.0 0.0 0.0 17 28 11.15 i�4Q 0� 1U�UO O�UG1Q O�G1Q Vel= 414 � � �����������_���� `����������������� - ����������� 17 23 4.20 11.64 1 T 3.688 3.000 iOO 7.673 to 0.0 3.588 0.886 _E1_ - O.0___� 6-8G_ __O�2322__� 1�26� __Va �_���_ _ �_____ ___ 0.0 _E1� ' K _718 18 23 4.20 1214 1 T 3.588 8.000 100 8.360 to 0.0 3.568 0.866 E121 i3.14 1.049 0D 11.5S8 O.O724 O.838 \Aa = 4�51 ______-- _ 0.0 83 _ 19 23 4.20 1123 1 0.0 10.000 100 7.143 to 0.0 0.0 0.0 2023 11.23 1.049 0.0 O0 10.000 _ 20 23 4.20 11J0 1 T 3.568 3.000 100 7770 to 0.0 3.568 0.880 _ F1 ____� _22�O3__ ��4O- -_-__- __ O 1�542 � 0.0 F 2'8 - K Factor= 7.19 21 23 4.20 12.22 1 T 3.588 8.000 100 8.484 to 0.0 3.588 0.880 F1 2j______ 1 1O4 11.6GD___ Vel 0.0 F1 122� 1O17D K 3.83 � ` � �������������������� 22 23 4.20 11.84 1 0.0 10.000 100 7.296 to 0.0 0.0 0.0 _23_ 23 __ 11�4 1�O4Q 0�0 1U.OUU U.OG3Q O�S3Q _ �Va�= 4�1 �____. 23 23 4.20 11.84 1 T 3.568 3.000 100 7.836 to 0.0 3.508 0.866 GI 21 23.18 1.049 0.0 6.568 02395 1.573 Vel = 8/61 Computer Programs byHydrateuInc. Revision: 80.54.2 - Final Calculations : Hazen-Williams Hydratec Incorporated Page 7 PECONIC LANDING BLDG EXTENSION AREA#2 Date 06.19.2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe * ** Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf _��. _ _--- --- ---:..___........._.,.....-._._ _. __.._ _......,M.._.- _.......... _.,.,_,�..- 0.0 G1 23.18 10.374 K Factor= 7.20 24 23 4.20 12.35 1 T 3.568 8.000 100 8.644 to 0.0 3.568 0.866 G1 2112.35 1.049 0.0 11.568 0.0747 0.864 Vel = 4.58 0.0 G1 12.35 10.374 K Factor= 3.83 _. _. __ ..._.__...-----..._._.......----._._.........._... _ _ ._._,.......�....._...._..._._..._...................._......., 25 23 4.20 11.52 1 0.0 10.000 100 7.529 to 0.0 0.0 0.0 26 23 11.52 1.049 0.0 10.000 0.0657 0.657 Vel = 4.28 --....._._.__..._._.._._.. -- -- -..__...._......_... ........__....----- --.-..........................�. -_ __............,,........................ _ .._ ......_..............__..__...._.._......._. 26 23 4.20 12.02 1 T 3.568 3.000 100 8.186 to 0.0 3.568 0.866 HI 21 23.54 1.049 0.0 6.568 0.2467 1.620 Vel = 8.74 0.0 H1 23..54 10.672 K Factor= 7.21 27 23 4.20 12.54 1 T 3.568 8.000 100 8.916 to 0.0 3.568 0.866 H1 21 12.54 1.049 0.0 11.568 0.0769 0.890 Vel= 4.66 _ -__.. _ _._ ........................... 0.0 H1 12.54 10.672 K Factor= 3.84 ....._......_ _.......- -- - - -...__....- _...._.._- --_-- .._.. .._..._............_.. -............._.........-..._..................._-.__......... . ._...._ 28 23 4.20 11.77 1 0.0 10.000 100 7.853 to 0.0 0.0 0.0 29 23 11.77 1.049 0.0 10.000 0.0684 0.684 Vel = 4.37 29 23 4.20 12.27 1 T 3.568 3.000 100 8.537 to 0.0 3.568 0.866 J1 21 24.04 1.049 0.0 6.568 0.2562 1.683 Vel= 8.92 0.0 J1 24.04 11.0.86 K Factor= 7.22 30 23 4.20 12.96 1 T 3.568 5.000 100 9.520 to 0.0 3.568 0.866 J1 21 12.96 1.049 0.0 8.568 0.0817 0.700 Vel = 4.81 .._..._....__. .. ............ 0.0 __............ ----....._._.....__......._.._...... -.... _...._..- ---- --._..._......_.-.__...._........ __._._..____ ,11 12.96 11.086 K Factor= 3.89 31 23 4.20 12.10 1 0.0 10.000 100 8.302 to 0.0 0.0 0.0 32 23 12.1 1.049 0.0 10.000 0.0720 0.720 Vel= 4.49 32 23 4.20 12.62 1 T 3.568 3.000 100 9.022 to 0.0 3.568 0.866 K1 21 24.721.049 0.0 6.5....68 0.2698 1.772 Vel = 9.18 -__-_- ----....._ . .. ..,._ _ _._._....___...-- 0.0 K124.72 11.660 K Factor= 7.24 -._.-_....._...._..__.._..__._.._..__.._.._-.__..._._-...........__......_.-....,._.... ..,....-...........---.._.._._-..................._........._._.,....-.._...._,.................___............_..._.-_.._._._.__..._...................._..-- -..............__._.._..__.__. 33 23 4.20 13.16 1 T 3.568 8.000 100 9.822 to 0.0 3.568 0.866 K1 21 13.16 1.049 0.0 11.568 0.0840 0.972 Vel= 4.89 _ .... .. ............................................._......_...----..._........_......._......_..................................._ . _ 0.0 K1 13.16 11.660 K Factor= 3.85 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Hydratec Incorporated Page 8 PECONIC LANDING BLDG EXTENSION AREA#2 Date 06.19.2020 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs PeNotes "'** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf ---------............. --- ----- 34 23 4.20 16.30 1.5 0.0 8.000 100 15.054 to 0.0 0.0 0.0 35 23 16.3 1.61 0.0 8.000 0.0155 0.124 Vel = 2.57 .�._...............__._._....._..........._._..............__..........._....._...................._....._.............................._..._........._......... _ _._... m,.......... .._.__.............................._.............._...._..._........................._.._.._.._....._._._.............._..................................__....----..._.................._........... 35 23 4.20 16.36 1.5 T 5.71 7.000 100 15.178 to 0.0 5.710 0.866 M1. 21 32.66 1.61 0.0 12.710 0.0561 0.713 Vel = 5.15 ..........,....._........ --- 0.0 M1 32.66 16.757 K Factor= 7.98 ._..�. ---.....................-------..._......_ ...___...__.. . .. _. _...,,.._........_._......................................... 36 23 4.20 16.43 1 T 3.568 1.000 100 15.312 to 0.0 3.568 0.866 M1 21 16.43 1.049, 0.0 4.568 0.1268 0.579 Vel= 6.10 0.0 M116.43 16.757 K Factor= 4.01 ----.---._....._......_.._....--------._._._.._._......_._..----...._..------........_...._...._._.....__._...._.-____............_...-_.._.........__.._-____.______...... ,.... _„_• .._ Al 21 79.85 2 T 7.137 2.000 100 15.139 to 0.0 7.137 0.433 A 20 79.85 2.067 0.0 9.137 0.0869 0.794 Vel = 7.63 0.0 A 79.85 16.366 K Factor= 19.74 _ _ - -... ..._.-- - -- -----._... -.........._......._...._..........___ _._._.............._........._........_......__...... B1 21 47.44 2 T 7.137 2.000 100 15.705 to 0.0 7.137 0.433 B 20 47.44 2.067 0.0 9.137 0.0332 0.303 Vel= 4.54 0.0 B 47.44 16.441 K Factor= 11.70 C1 21 34.80 1.25 T 4.282 2.000 100 9.995 to 0.0 4.282 0.433 C 20 34.8 1.38 0.0 6.282 0.1336 0.839 Vel= 7.46 0.0 C 34.80 11.267 K Factor= 10.................__.._ D1 21 34.83 1.25 T 4.282 2.000 100 10.010 to 0.0 4.282 0.433 D 20 34.83 1.38 0.0 6.282 0.1339 0.841 Vel = 7.47 0.0 D 34.83 11.284 K Factor= 10.37 _........._..........._._ ._............. ._._..............._......................._....._..__....._......._...._..._._..._._......._...__.._..........................................._.................._.._...._............_...._................................................................_..._.........,._.._. __.. ._ _ _ ... _........ E1 21 34.93 1.25 T 4.282 2.000 100 10.064 to 0.0 4.282 0.433 E 20 34.93 1.38 0.0 6.282 0.1345 0.845 Vel = 7.49 0.0 . Factor=.......................... ....__._... ............................................__.........................._......................_.... _ F1 21 35.15 1.25 T 4.282 2.000 100 10.178 to 0.0 4.282 0.433 F 20 35.15 1.38 0.0 6.282 0.1361 0.855 Vel = 7.54 0.0 F 35.15 11.466 K Factor= 10.38 ..... ..............._.......--------........._........_.................___......__........_._......................_..............__.........._.._._........__.__......................___................._.........................__.._...._......................._............._.._._...._.._..__......_................_.............._.._.......................................................................... G1 21 35.52 1.25 T 4.282 2.000 100 10.374 to 0.0 4.282 0.433 G 20 35.52 1.38 0.0 6.282 0.1388 0.872 Vel = 7.62 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen-Williams Hydratec Incorporated Page 9 PECONIC LANDING BLDG EXTENSION AREA#2 Date 06.19.2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt .ri 4k#ICY: to or Ftngs Pe AAAAAAA Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 0.0 G 35.52 11.679 K Factor= 10.39 _ ................._........._._.........._.................................. _111_1 ...._.. _ _.._ _ _. ... _ .-..._ _ H 1 21 36.08 1.25 T 4.282 2.000 100 10.672 to 0.0 4.282 0.433 H 20 36.08 1.38 0.0 6.282 0.1428, 0.897 Vel = 7.74 0.0 H 36.08 12.002K Factor= 10.41 K1 21 37.88 1.25 T 4.282 2.000 100 11.660 to 0.0 4.282 0.433 K 20 37.88 1.38 0.0 6.282 0.1565 0.983 Vel = 8.13 ....._.......1.111 _ ._._....................._...._... --- 0.0 K 37.88 13.076 K Factor= 10.48 _........._...................._._...-_..__...__......__......._........................._......_..._..................._._........__......................._.........._......._........_..._._..__...._.._.._._-..__.._._._._........._...----......_.._...----11_11-- ....__.._._.__.._ __1.111_.._._ 1111.-_ _._1 111................................. 11 21 37.00 1.25 T 4.282 2.000 100 11.086 to 0.0 4.282 0.433 J 20 37.0 1.38 0.0 6.282 0.1498 0.941 Vel = 7.94 _ ............._. 0.0 J 37.00 12.460 K Factor= 10.48 • M1 pV 21X,._..._..._........._._._..♦�- 49.09 2 T -,7.137 2.000 ,�100 � �^ 16.757 to 0.0 7.137 0.433 M 20 49.09 2.067 0.0 9.137 0.0354 0.323 Vel = 4.69 _ 0.0 _. _.__.�..r...,_ - _ 11.1.1_ _, _1.11__1.. _ _... M 49.09 17.513 K Factor= 11.73 _-------------- -------._...__ ..-..._...._....-_.._............._._.._._........................__.._...._................_..-.-................--...-.............._..-.._.._...................__.._............._..._..-- --- - ......._......................_........._.._....__ .. A 20 79.85 3 0.0 8.000 100 16.366 to 0.0 0.0 0.0 B_ 20 79.85 3.26 0.0 8.000 0.0094 _0.075 Vel= 3.07 -B 20 47.44 3- T 14.388 7.000 100 16.441 - - to 0.0 14.387 0.0 L 20 127.29 3.26 0.0 21.387 0.0224 0.479 Vel = 4.89 0.0 L127.29 16.920 K Factor= 30.95 _ - _ __.. _-- -_......... __. ..__......... ........._.... C 20 34.80 3 0.0 8.000 100 11.267 to 0.0 0.0 0.0 D20 34.8 3.26 0.0 8.000 0.0021 0.017 Vel = 1.34 _ _ _ ._._ ___ ._._-__._ ._ __1111 _ _- . .. _ ------•----- D 20 34.83 3 0.0 8.000 100 11.284 to 0.0 0.0 0.0 E 20 69.63 3.26 0.0 8.000 0.0072 0.058 Vel= 2.68 - --------------- - -1111-----._ E 20 34.93 3 0.0 8.000 100 11.342 to 0.0 0.0 0.0 F 20 104.56 3.26 0.0 8.000 0.0155 0.124 Vel = 4.02 ................-..............__ .._...._. ._._.__..._._._................_.................................._..................................._...__........._................. .. _..�.__......_......_..._ __ _. __. F 20 35.15 3 0.0 8.000 100 11.466 to 0.0 0.0 0.0 G 20 139.71 3.26 0.0 8.000 0.0266 0.213 Vel = 5.37 .._..........1.....11.1.. _ _ ..,..... ...._a.....................__..._,........._...................... ._�....._. __.._ _ .._...__.__.111.1 ....... .................. . ........................................... G 20 35.53 3 0.0 8.000 100 11.679 to 0.0 0.0 0.0 H 20 175.24 3.26 0.0 8.000 0.0404 0.323 Vel= 6.74 _... _ 11.11__........._...................- ..............._......................_ - ..._ _ __.__. _._._._ ..._._ _ _._ ......._.._.__............._...__......._..._.._............................_...__.................... H 20 36.08 3 0.0 8.000 100 12.002 to 0.0 0.0 0.0 �......,, ..20- 211.32 ' 3.26 0:0 8:000 : '0.0572 0.458' Vel = 8.12•.... Computer Programs by Hydratec Inc. Revision: 50.54.2 Fir al Calculations : Hazen-Williams Hydratec Incorporated Page 10 PECONIC LANDING BLDG EXTENSION AREA#2 Date 06.19,2020 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe "° Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf J 20 37.00 3 0.0 8.000 100 12.460 to 0.0 0.0 0.0 K 20 248.32 3.26 0.0 8.000 0.0770 0.616 Vel= 9.54 K 20 37.88 3 T 14.388 24.000 100 13.076 to 0.0 14.387 0.0 L 20 286.2 3.26 0.0 38.387 0.1001 3.844 Vel = 11.00 ..... .._ __.... .__._,... _. _ _.._._..... .. ............_..............,_.._..._................_.......__...._.....__.....-....._................._._...... .....__... .._ L 20 127.29 3 0.0 3.000 100 16.920 to 0.0 0.0 0.0 M 20 413.49 3.26 0.0 3.000 0.19770.593 Vel = 15.89 M 20 49.09 4 4E 52.668 75.000 120 17.513 to T 26.334 79.002 6.496 DPI 5 462.58 4.26 0.0 154.002 0,0472 7.271 Vel = 10.41 _ . - - -- - . - -----... DP1 5 0.0 4 Dvc 27.651 15.000 120 31.280 to B 15.8 69,785 0.866 DP2 3 462.58 4.26 T 26.334 84.785 0.0472 4.003 Vel= 10.41 - ._. . _... _.. . - - -- -- - -- - _ .. _ _ _.. _.......... -- - - .....----- DP2 3 0.0 6 0.0 10.000 120 36.149 to 0.0 0.0 0.0 BK1 3 462.58 6,357 0.0 10.000 0.0067_ 0.067 Vel= 4.68 BK1 3 0.0 6 0.0 5.000 120 36.216 to 0.0 0.0 8.000 * 'Fixed Loss=8 BK2 3 462.58 6,357 0.0 5.000 .0.0066 0.033 Vel = 4.68 BK2 3 0.0 6 G 4.304 100.000 140 44.249 to 3E 60.252 107.593 1.299 W 0 462.58 6.16 T 43.037 207.593 0.0059 1.224 Vel = 4.98 _..............._...._.............._...- .._..........._..._.__.._..._..__......_.__.._.__._..__.._._........_.._..._...._.�......._. .._......._._ ......._.... ._...... _ � _ . _m.. _ ._..._._......_........_.. .. . 100.00 Qa= 100.00 W562.58 46.772 K Factor= 82.26 Computer Programs by Hydratec Inc. Revision: 50.54.2 t 6 37 r . , � 1117% n MJOHNSON CONTROLS CONTACTS Sales Representative Drawings Prepared By M U L ® w rw Q IG EY f rA KEVINC D V � z KEVIN.QUIGLEY@JCI.COM PAVAN.SP@JCI.COM a PHONE:516-351-8735 PHONE:080-4052-7128 CO i a 0 Drawings Reviewed B Z g Y o- ANEW �v R"m A'INL A P-\\M S Y 3"" MICHAEL DOLOJAN z F%AfflMICHAEL.DOLOJAN@JCI.COM C w Lo mll t ro ays; tF=I PHONE:631-4041032 0 DRAWING INDEX LEGENDS PROJECT DIRECTORY V® C" >z Site Johnson Controls District- 119 0 W 0 PECONIC LANDING-WELLNESS CENTER �_♦ W CL a 1500 BRECK NOCK ROAD 35 ARKAY DRIVE o MLU o Sheet List Table FIRE ALARM SYMBOL LEGEND _ GREENPORT,N.Y.11944 HAUPPAUGE,NY 11788 C? WIRE ENGINEERING DEPT.PHONE:631-404-1032 Sheet Number Sheet Title QTY SYMBOL DESCRIPTION BRAND MODEL BACKBOX SERVICE:631-404-1000 General Information(FA-000 Series) ___. ___ —__ ___— TYPE sINITIATING DEVICES FA-001 GENERAL INFORMATION ---- ------ ADDRESSABLE PHOTOELECTRIC SMOKE SENSOR W/STANDARD SIMPLEX 4098-9714 HEAD M Floorplans(FA-100 Series) 16 Qs - - ------ 4 OCT,1-1/2 D Engineer Of Record Installer BASE _ 4098-9792 BASE .� FA-101 I DEVICE PLACEMENT-PARTIAL FLOOR PLAN AND RISER DIAGRAM ---- SYSTEM C01224TR Z TOMASZ STACHYRA P.E. PECONIC LANDINGzz; CN 0 CO CO DETECTOR WITEST 4W 12/24V _ SENSOR _. F LEVITTOWN,NY 11756 GREENPORT N.Y.11944 95 LEONA CT. 1500 BRECK NOCK ROAD i M EXISTING ADDRESSABLE PHOTOELECTRIC SMOKE SENSOR W/ SIMPLEX 4098-9714 HEAD M F {' 1 OEX STANDARD BASE _ _ 4098-9792 BASE 4"OCT,1-1/2"D PHONE:646-248-8262 l" 1 2 S ADDRESSABLE PHOTOELECTRIC SMOKE SENSOR W/CO SENSOR SIMPLEX 4098-9714 HEAD MI.: CO BASE,CEILING MOUNT 4098-9770 BASE _ MOUNTING HEIGHT REFERENCE -- -- ----- -- - - /8" I —NG _ �i �-<: D/ 4"SQ,2-1/8"D W/ SINGLE GANG M ;. DEVICE 1 ❑F ADDRESSABLE SINGLE ACTION MANUAL PULL STATION SIMPLEX 4099-9004 COVER ��`�" - '•^ PER NFPA 72 MODULES AND RELAYS €i ® APPLICABLE CODES & STANDARDS VISUAL APPLIANCE MOUNTING HEIGHT CONSIDERATIONS IN SLEEPING ROOMS 0 I INDIVIDUAL ADDRESSABLE MODULE SIMPLEX 4090-9001 SINGLE GANG 2-112"D W/COVER _° 1. MIN DISTANCE IN SLEEPING ROOMS IS 24"(610mm)FROM CEILING TO TOP A/C SUPPLY _ Z OR RETURN JURISDICTIONS IMTHIN THE STATE MAY HAVE AMENDMENTS TO THE STATE ADOPTED CODE.CHECK OF LENS FOR 11 OCD STROBES WITHIN 16 OF THE PILLOW DIFFUSER THE 4' REQUIREMENT FOR SMOKE DETECTORS HAS NOTIFICATION APPLIANCES 1,11 2. 177CD STROBES,USED IN SLEEPING ROOMS,CAN BE WITHIN THE 24" BEEN REMOVED FROM THE 2010 EDITION OF NFPA 72 # CONVENTIONAL MULTI CANDELA STROBE,WALL MOUNT,RED,CLEAR WITH THE LOCAL JURISDICTION AUTHORITY FOR MORE DETAILS. (610mm)MINIMUM DISTANCE FROM THE CEILING.THE HIGHER INTENSITY IS 1 SIMPLEX 4906-9101 SINGLE GANG 1-1/2"D V LENS,FIRE,#=CANDELA 2020 NEW YORK STATE BUILDING CODE co TO COMPENSATE FOR A POSSIBLE SMOKE LAYER. 3'(914mm) 4 NOTE:MEASUREMENTS #W # CONVENTIONAL MULTI-CANDELA SPEAKER/STROBE,CEILING MOUNT, S 2020 NEW YORK STATE RESIDENTIAL CODE �� JUL 202 MINIMUM (102mm) SHOWN ARE TO THE CLOSEST 2 SIMPLEX 4906-9154 4"SQ.1-1/2"D W/1-1/2"EXT RING OCCUPANCY TYPE(S): -- o CEILING EDGE OF THE DETECTOR. C WHITE,CLEAR LENS,FIRE,#=CANDELA,#W=WATTAGE _ V 2020 NEW YORK STATE EXISTING BUILDING CODE B BUSINESS GROUP BUILDING DEPT ///// \\\\\ 2020 NEW YORK STATE FIRE CODE "TO'k gra Or SOUT_Pr_.a z �— 2020 NEW YORK STATE PLUMBING CODE Y M FOR CEILING HEIGHTS LESS THAN 86" NFPA 72 AUDIBLE APPLIANCE 6"MIN CEILING MOUNTED 4" 2020 NEW YORK STATE MECHANICAL CODE 0 152.4mm MIN BELOW FINISHED CEILING SMOKE/HEAT 102mm CD (2180mm),THE VISUAL LENS MOUNTING HEIGHT ( ) ( ) 2020 NEW YORK STATE FUEL GAS CODE SHALL BE WITHIN 6"(150mm)OF THE CEILING. DETECTOR 2020 NEW YORK STATE PROPERTY MAINTENANCE CODE ACCEPTED HERE 12"(305mm) ACCEPTABLE 2020 NYS DOS ASC UNIFORM CODE � 'a` E 2020 UNIFORM CODE SUPPLEMENT 0 � HEAT DETECTORS MAXIMUM TO TOP OF SENSOR CABLE TYPES NFPA 72,2016 EDITION AUDIBLE ONLY NEVER HERE NATIONAL ELECTRIC CODE(NFPA 70),2017 EDITION AUDIBLE/VISUAL FIRE ALARM WIRE LEGEND 0 N TO EXIT DOOR&VISUAL ONLY o 5'(MAX.) WALL MOUNTED __ _ _ O co APPLIANCES SMOKEMEAT DETECTOR a Z z Cn o SYNCHRONIZE MORE (1524mm) CIRCUIT DESCRIPTION CONSTRUCTION GAUGE CIRCUIT PROPERTIES LL M P P o SCOPE OF WORK 60pF MAX TOTAL LINE THAN TWO APPLIANCES M IDNET UTP SOLID 18 AWG X X MAGNETIC 5" CAPACITANCE _ X MODIFY EXISTING FIRE ALARM SYSTEM: PROVIDE NEW DEVICES,RELOCATE AND DEMO EXISTING DEVICES AS SHOWN IN ANY FIEL OF 96"MAX(ADA,IBC,NFPA) DOOR (127mm) P POWER 2 COND.SOLID 14 AWG X X X X o (2440mm MAX) 90"MIN(2286mm MIN) HOLDER _ _ _ ON DRAWINGS. ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR SIDE WALL 30pf/ft.MAX CAPACITANCE OTHER MOUNTING HEIGHTS SHALL BE FINISHED S AUDIO-SPEAKER UTP SOLID 18 AWG X X ALL NEW WIRING TO BE CLASS B. o TO TOP OF LENS ( I RECOMMENDED _1 Cn PERMITTED BY THE AHJ PROVIDING IT MEETS DOOR WALL— J__ - 80"MIN(ADA,IBC,NFPA) THE SOUND LEVEL OUTPUT REQUIRED.) WIDTH V VISUAL 2 COND.SOLID 14 AWG I X X THE EXISTING FIRE ALARM SYSTEM SHALL NOT BE DISCONNECTED OR TAKEN OUT OF SERVICE WITHOUT WRITTEN (2032mm MIN) FIRE MANUAL PULL LESS 3" — - ---- i 1 1 PERMISSION FROM THE OWNER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATEWITH THE OWNER THE STATION 76mm Z ZONE CIRCUIT 2 COND.SOLID 14 AWG X X X X TIMING OF ANY EXISTING FIRE ALARM SYSTEM DEMOLITION WORK. � ABOVE FINISHED FLOOR PHONE ( ) _ _ _ _ _ p TO BOTTOM OF LENS JACK ,.. CONDUIT SIZE_ MAX CONDUCTOR AREA CONDUIT SIZE MAX CONDUCTOR AREA ® 1/2" 0.122 SQ.INCH* 1-1/4" 0.598 SQ INCH* NOTE:REFER TO THE PROPER DEVICE ® 314" 0.213 SQ INCH* 1-112" 0.814 5Q INCH* o INSTALLATION INSTRUCTIONS 48"MAX(ADA)(1219mm) 1" 0.346_SQ_ INCH* 2" 1.342 SQ INCH* E 48"MAX(NFPA,ADA)(1219mm MAX) *40%CONDUIT FILL PER N.E.C. __ STP_=SHIELDED TWISTED PAIR _ FOR BACKBOX MOUNTING HEIGHT. 42"MIN(NFPA)(1067mm MIN) ITEMS SUCH AS CAPACITANCE BETWEEN CONDUCTORS AND WIRE GAUGE CAN BE CRUCIAL TO THE CIRCUIT DESIGN OF THIS SYSTEM MEASUREMENTS SHOWN ARE INSTALLATION.THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR SELECTING AND INSTALLING CABLE MANUFACTURER AND MODEL ¢ FI TO TOP OF PULL HANDLE THAT MEETS OR EXCEEDS THE ABOVE REQUIREMENTS.RECOMMENDED CABLE MANUFACTURERS AND MODEL NUMBERS ARE AVAILABLE FLOOR M AUPON REQUEST. 3 FIRE MARSHAL'S STAMP ° L N d C :D •N GENERAL NOTES SYSTEM SEQUENCE OF OPERATIONS v Z M °G O o 1. THESE DRAWINGS DEPICT GENERAL LOCATIONS OF LIFE SAFETY EQUIPMENT&FIELD DEVICES.EXACT ROUTING OF UJ CONDUITS IS TO BE DETERMINED IN THE FIELD BY THE INSTALLING CONTRACTOR TO SUIT CONDITIONS, ALL CHANGES a Cr. W SHALL BE CLEARLY INDICATED ON THE RECORD DRAWINGS. W tA 0- 2. SHOULD ANY CONDITIONS EXIST THAT DIFFER FROM WHAT IS INDICATED ON THESE DRAWINGS WHICH CAUSE MAJOR W DEVIATIONS IN THE WORK SHOWN,THE CONTRACTOR SHALL CONTACT JOHNSON CONTROLS IN A TIMELY MANNER SO 0 AS NOT TO IMPAIR THE CONSTRUCTION SCHEDULE. Y N 3. CONTRACTOR IS RESPONSIBLE FOR MAKING AND OBTAINING APPROVAL FOR ALL NECESSARY ADJUSTMENTS IN 2 o CIRCUITING AS REQUIRED TO ACCOMMODATE THE RELOCATION OF EQUIPMENT AND/OR DEVICES WHICH ARE u } AFFECTED BY ANY AUTHORIZED CHANGE.ALL CHANGES SHALL BE CLEARLY INDICATED ON THE RECORD DRAWINGS. O m 4. A STAMPED SET OF APPROVED FIRE ALARM DRAWINGS SHALL BE AT THE JOB SITE AND SHALL BE USED FOR a o u C5 INSTALLATION. — - - --- N ¢ 5. THE POWER CIRCUIT TO THE FACP AND TO THE FIRE ALARM POWER SUPPLIES SHALL BE ON A DEDICATED 120V,20A N l a N co BRANCH CIRCUIT BREAKER,AND SHALL HAVE A RED MARKING,LOCK-ON PROVISION AND SHALL BE IDENTIFIED AS"FIRE o O ALARM CIRCUIT CONTROL." THE LOCATION OF THE CIRCUIT DISCONNECT MEANS(CIRCUIT BREAKER)SHALL BE z w o w Y PERMANENTLY IDENTIFIED AT THE FIRE ALARM CONTROL UNIT. 6. UPDATE THE AS-BUILT DRAWING SET DAILY WITH JOB PROGRESS. RETURN THE AS-BUILT DRAWING SET TO JOHNSON a' ~c„ o z CONTROLS NO LATER THAN 7 DAYS AFTER FINAL TEST. o z ¢ o o d z PECONIC LANDING- 7. THE CONTRACTOR WILL MAINTAIN ALL AREAS OF THE BUILDING IN A NEAT AND WORKMANLIKE MANNER. o o ¢ J o 8. DO NOT APPLY POWER EXCEPT IN THE PRESENCE OF A FACTORY TRAINED JOHNSON CONTROLS TECHNICAL o z ¢ o �, i > o a WELLNESS CENTER REPRESENTATIVE. a Q o U z z z a > o 9. ANY SMOKE DETECTOR HEAD INSTALLED BEFORE THE BUILDING IS CLEANED AND ACCEPTED SHALL BE COVERED TO o � z ? v - 0 - U LU� z z PROTECT FROM DUST. ANY FALSE ALARMS DUE TO DIRT CONTAMINATED HEADS SHALL BE THE RESPONSIBILITY OF THE "' in z Q z o z w Cn FIRE ALARM INSTALLER. z ¢ o �' o ¢ 0 � w ¢ 10. THE FIRE ALARM INSTALLER WILL MAINTAIN THE FIRE RESISTANCE INTEGRITY OF ALL WALL,CEILING,AND ROOF c� o Lu co z o m a- 10. LU U) ASSEMBLIES ANY TIME THAT WORK IS NOT ACTIVELY BEING PERFORMED. W U) o `" w v U 0 o o � o 07 c � m m j ¢ ►- U) z ¢ O > 0 11. INSTALLATION OF DEVICES SHALL BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. POWER LIMITED AND >' < � a w =o LU w > ¢ � o o �- PECONIC LANDING-WELLNESS CENTER N NON POWER LIMITED FIELD WIRING MUST BE INSTALLED WITHIN THE FACP ENCLOSURE IN ACCORDANCE WITH N Q a `�" w U_ 9 o m o ¢ ¢ 1500 BRECK NOCK ROAD cliMANUFACTURER'S INSTRUCTIONS AND APPLICABLE ELECTRICAL CODES.REFER TO'APPLICABLE CODES&STANDARDS' z ¢ z U' z ~ 00 m o n m W O z 0 } o J o J o J o o �„ LL, m y o g GREENPORT, N.Y. 11944 N FOR SPECIFIC CODE REFERENCES. m m m Q z a o g o � c°n N 12. ALL WIRING SHALL BE INSTALLED ACCORDING TO APPLICABLE ELECTRICAL CODES. < _ F- F_ t` O O O 0 a i J ¢ w O = 0 13. FIRE ALARM CIRCUITS SHALL BE IDENTIFIED IN ACCORDANCE WITH APPLICABLE ELECTRICAL CODES. MARK ALL FIRE o ¢ o ¢ o ¢ ¢ W ¢ _ ¢ "' ~ W ~ v = REVISION 1 Q W W W W W W W W W U F_-• F_- F_ W � � � --� 11J ALARM WIRES IN ACCORDANCE WITH APPLICABLE ELECTRICAL CODE SECTIONS FOR POWER LIMITED AND NON-POWER ~ ~ ~ ~ ~ ~ ~ ~ ~ } co (n c ~ m = W W ¢ ¢ ¢ ¢ ¢ ¢ ¢ Q ¢ ¢ m m cn ¢ Z 2 w 0 PAVAN z LIMITED WIRE. N iz� Lu n 14 FIRE ALARM CABLE INSTALLED IN DUCTS,PLENUM,AND OTHER SPACES USED FOR ENVIRONMENTAL AIR SHALL BE TYPE a a a ¢ ¢ a a a -a _ o r i-- F- ¢ f- o DRAWN BY: CHECKED BY: MICHAEL DOLOJAN FPLP. CTRL UNIT ANNUNCIATION NOTIFICATION FIRE SAFETY CONTROL 15. FIRE ALARM CABLE INSTALLED IN THE VERTICAL RUNS AND PENETRATING MORE THAN ONE FLOOR OR CABLES SYSTEM INPUTS A B C D E F G H 1 J K L M N 0 P Q R_ S _T U _V__W_ X ISSUE DATE: 7/19/22 _ _ JOB#: INSTALLED IN VERTICAL RUNS IN SHAFTS SHALL BE TYPE FPLR. 16, FIRE ALARM CABLE INSTALLED IN UNDERGROUND CONDUIT OR OTHER WET LOCATIONS SHALL BE UL LISTED FOR WET 2 MANUAL PULL STATION 1 SMOKE SENSOR/DETECTOR TOR X X X X X X X X X X PROJECT#: 119:650237281 X X X X X X X X X X JOHNSON CONTROLS©2022 LOCATIONS. -- ---------------------- ------------ --- - - -- -- -- — -- 17. FIRE ALARM CIRCUITS EXTENDING BEYOND ONE BUILDING AND RUN OUTDOORS SHALL BE INSTALLED IN ACCORDANCE 3 CO SENSOR/BASE X X X X X X _ _ X 4 FIRE ALARM AC POWER FAILURE _X X ___ _ _ __ X_ _ X X SYSTEM: FI APPLICABLE ELECTRICAL CODES,WHERE APPLICABLE. ---- - FIRE ALARM SYSTEM 18. ALL WIRING,INCLUDING SHIELDS MUST BE DRY AND FREE OF SHORTS AND GROUNDS. 5 FIRE ALARM SYSTEM LOW BATTERY _ _ _ __ _ _ _X X X X X 19. ALL SHIELDED WIRE MUST HAVE SHIELD CONTINUITY AT FULL LENGTH OF THE WIRE. 6 OPEN CIRCUIT OR GROUND FAULT X X X X _ X SHEET: 20. ONLY SYSTEM WIRING CAN BE RUN IN THE SAME CONDUIT. 7 CLASS B NOTIFICATION CIRCUIT(NAC)-SHORT X X� X X X 21. 120VAC IS NOT PERMITTED IN THE SAME CONDUIT WITH LOW VOLTAGE WIRING. - - - �. -- - - - -- 22. MAINTAIN MAXIMUM CONDUIT FILL RATIO AS PER APPLICABLE ELECTRICAL CODES REQUIREMENTS. 23. EXISTING CONDUITS MAYBE USED BY THE INSTALLATION CONTRACTOR AS DEEMED NECESSARY;HOWEVER,ANY EXISTING CONDUIT WILL BE USED ONLY IF CONDUITS MEET CURRENT STANDARDS AND CODES.JOHNSON CONTROLS AL INFORMATION N MAKES NO STATEMENTS WRITTEN OR VERBAL AS TO THE CONDITION OF EXISTING CONDUITS. LA U Q IMPORTANT NOTICE TO USER:This information may not be sold or transferred to any third party,used on other projects or additions to the project for which it was prepared,or used for completion of this project by any third party. Johnson Controls disclaims all liability for the use or N reuse of altered files by the user or any third party and such use will be a user's sole risk. User shall,to the fullest extent permitted by law, FA-001 -" defend,indemnify,and hold Johnson Controls harmless from any and all claims for loss,damage or injury arising directly or indirectly from any °r° such unauthorized use. @ Johnson Controls 2022.All rights reserved.Reuse,copying,modification or alteration of the drawings and other information contained herein is strictly prohibited. GENERAL NOTES: M 0 1. ALL CEILINGS ARE ASSUMED TO BE 10'A.F.F.,SMOOTH CONSTRUCTION UNLESS $ NOTED OTHERWISE. �® a tij z x CDw o v� Z LU ® w 0 z C) z LL] 0 tno � >La Z:1 ® V Q}=LLI 1 w Yav 3 N ¢¢w 0 - CL. - M FIRE ALARM SYMBOL LEGEND -- - - ------------------------ QTY SYMBOL DESCRIPTION - BRAND MODEL BACKBOX WIPE `` N I� It INITIATING DEVICES Cn 16 O ADDRESSABLE PHOTOELECTRIC SMOKE SENSOR W/STANDARD SIMPLEX 4098_9714 HEAD 4"OCT,1-112"D M M1-43 - ---- — ---- _- BASE _ 4098-9792 BASE F — ----- - --... -- -- SYSTEM 0CO CO DETECTOR W/TEST 4W 12/24V SENSOR C01224TR ZP ----- ----- s CL. O CORRIDOR cc M1-27 EXISTING ADDRESSABLE PHOTOELECTRIC SMOKE SENSOR Wl SIMPLEX 4098-9714 HEAD „ T „ M S 1 S - - - -- - --- - — --- --- - 89792 - --- 4 OCT,1-112 D MEDICAL -888__8 I __-_OEX__ STANDARD BASE 4098 9792 BASE M1-39 ADDRESSABLE PHOTOELECTRIC SMOKE SENSOR WI CO SENSOR SIMPLEX 4098-9714 HEAD M NURSE DIRECTOR w 2 S 4 OCT,1-112 D II ' EXAM CO BASE,CEILING MOUNT 4098-9770 BASE - -! - -- ----- ---8888-- CU PRACTITIONER OFFICE ® ROOM 3 1 0 ADDRESSABLE SINGLE ACTION MANUAL PULL STATION SIMPLEX 4099-9004 4"SQ,2-118°COVER OFFICE GANG M U —_-__ _— O Y OFFICE M1-4o 8888- 8888 --- - -- - - ---- MODULES AND RELAYS z S 15 /' - I 8888-- --- -- - - --- - U MO V1-2 / %> 0 I® INDIVIDUAL ADDRESSABLE MODULE SIMPLEX 4090-9001 SINGLE GANG 2-112"D W/COVER M U IM A.D.A 8888 -- - - ---- -8 888-8888-- -- - �/ NOTIFICATION APPLIANCES Z LAV. �- _ _ o / EXAM / I 1 # CONVENTIONAL MULTI-CANDELA STROBE,WALL MOUNT,RED,CLEAR SIMPLEX 4906-9101 SINGLE GANG 1-1/2"D — V - - S LENS,FIRE,#=CANDELA Y ROOM 2 - - - ---8888-- 8888- - NTIONAL = M1 42 I 2 #W C WHITE,CLEAR LENS, IIRE#CANDELA#W=WATTAGE FILING MOUNT, SIMPLEX 4906-9154 4"SQ.1-112"D W11-1/2"EXT RING V N ! M1-38 -- - - 8888-- ---- I I Vl-3 a, S C 1WS1-215 XAM COORIDOR [;1-26 1 1 LOBBY C i r,- - - -- �, 1W E075 00c OOM 4 C M1-36 ACCEPTABLE <� V1-1 CABLE TYPES S1-1 EXAM FIRE ALARM WIRE LEGEND o� = I I � I _ OFFICE M1�1 ---- --- - O �- - -- - --- -' -- I- ROOM 1 a Z Z o --_ - CIRCUIT DESCRIPTION CONSTRUCTION GAUGE CIRCUIT PROPERTIES - LL = - -= -- -- ---8888-- - _ _ _ _ f- r- O tj 60NF MAX TOTAL LINE o O O \ j O �\ M IDNET - UTP SOLID — 18 AWG CAPACITANCE X X 0 M1-23 M1-24 M1-31 O \ P POWER 2 COND.SOLID 14 AWG X X X X 12 M1 37 S AUDIO-SPEAKER UTP SOLID 18 AWG 30pf/RECOMMENDED NCE X X 1= `\\ --8888-- � I LL_ HOME HOME EXAM V VISUAL 2 COND.SOLID 14 AWG x x HEALTH HEALTH I I � ROOM 5 -- Y COORIDOR M1-34 Z ZONE CIRCUIT 2 COND.SOLID 14 AWG X X X X 3 SERVICES SERVICES = I ----- --8888--- — -- -- CONDUIT SIZE MAX CONDUCTOR AREA CONDUIT SIZE MAX CONDUCTOR AREA 0 CL. M1-33 112" _ -0.122 SQ.INCH*_ 1-114" 0.598 SQ INCH*� Ln CL 314" 0.213 SQ INCH* - 1-1/2" 0.814 SQ INCH* o Y 1" 0.346 SQ INCH* 2" 1.342 SQ INCH* Q 8888-- - --- 8888 -- 8888-- - ------8888-- - __ __ � *40%CONDUIT FILL PER N.E.C. STP=SHIELDED TWISTED PAIR � O o �--8888-- - - -- - J ---8888 8888 8 888 --8888-- ---- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - ITEMS SUCH AS CAPACITANCE BETWEEN CONDUCTORS AND WIRE GAUGE CAN BE CRUCIAL TO THE CIRCUIT DESIGN OF THIS SYSTEM a w INSTALLATION.THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR SELECTING AND INSTALLING CABLE MANUFACTURER AND MODEL O I THAT MEETS OR EXCEEDS THE ABOVE REQUIREMENTS.RECOMMENDED CABLE MANUFACTURERS AND MODEL NUMBERS ARE AVAILABLE u w UPON REQUEST. Cl) M1-22 I - C a w OFFICE OFFICE U u � o ( a o M U ►= > M1- EX I � CN �. N N Ln PECONIC LANDING- WELLNESS CENTER DEVICE PLACEMENT - PARTIAL FLOOR PLAN AND RISER DIAGRAM SCALE:114" = 1'-0" PECONIC LANDING-WELLNESS CENTER N 1500 BRECK NOCK ROAD M GREENPORT, N.Y. 11944 N N N O N N S REVISION 1 LU r — ———— LOOP IN TO EXISTING SPEAKER CIRCUIT HOME RUN TO S S S S S S S S S S S S S S S S S S F —— ———— S — EXISTING FACP M EX CO CO DRAWN BY: PAVAN CL 41W �1515 1W 75 �� �'l. �`3 �� �o �1 �0 00 �'. o0 3� o0 0� o� 3o Ao �� �ti >ko CHECKED BY: MICHAEL DOLOJAN 1~_ C C V LOOP IN TO EXISTING STROBE CIRCUIT ISSUE DATE: 7/19122 V 10B#: PROJECT#: 119:650237281 JOHNSON CONTROLS©2022 SYSTEM: FIRE ALARM SYSTEM SHEET: PARTIAL FLOOR PLAN _ _ -PARTIAL FLOOR PLAN DEVICE PLACEMENT- RISER DIAGRAM PARTIAL FLOOR PLAN AND RISER DIAGRAM N SCALE:N"T.S. U U v Q XSCALE:1/8"=VI IN FEET FA-101 00 0 4' 8' 16' ©Johnson Controls 2022.All rights reserved.Reuse,copying,modification or alteration of the drawings and other information contained herein is strictly prohibited. Shop for Sprinkler Head Layoutare to be submitted to the Building Departmentor approval prior to installation AO ® 1" A SE ONERS ® MEDICAL / - EXAM ROOM 3 AND DIRECTOR - OOMS 1" m / - O O O O O O m m / - .................................................. _. S OA 0 A A A AII) A - - I IU EROOM 2 1 ADA B THROOM O 1„ O I O m m m 2” , - (D m A O TO Up In ® / I I At % / I I TO From I 2"0 Down to ( I Above--\\ " lot � I / Ceiling EXAM OOM 4 / Above O O O O O p j m m m Into Atti 3„ RECEPTION �� �fFices ; 3" 311 I 3" 00 I , 2„ „ A O CO A \ o s ; To, coOO m m (D \ \ Q I O O O O O 1„ m m I ENTRY HALL64 \ I 1"\ I 1„ I A s 1„ 2" HOME CARE \ \ I I PHIS CIANS OF14CE 2 m m m \ \ O O O I mm OF ICE EXAMROOM 1 \ I I \ I I — A A \ \A Q A A �A A Ss ---------------------------------------------------------- (D 1" \ �1�� (DHOME CARE �\ Q' Q Q '� �' '� (D (DOFFICE 3 \ \ EXAM ROOM 5 Q S \ 1" m m S m m HOME CARE ® OFFICE 1 1"0 Schedule 40 O O , 1"0 Schedule 40 Steel Steel i B Reliable Model F1 FR56 A Reliable Model F1 FR56 K-5.6 -K=5.6 Scale Scale=NTS Scab=NTS e00 Scale: 1/4" = V-0' Condon Engineering, P.C. Peconic Landing Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Wellness Center Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation'Aftered by'followed by his/her Date : 1-22-2020 631 298-1986 1500 Brecknock Rd signature and the date of such alterations,and a specific description of the alteration. Greenport, New York Fire Sprinkler System Specifications Fire Suppression System Scope of Work- Furnish all materials and labor required for a proper and complete installation of the fire sprinkler suppression system and related work including but not limited to: sawcutting, pipe, pipe hangers, supports, bracing, heads, signage, valves, fittings, testing, inspections & cleanup.the fire sprinkler contractor shall be licensed in Suffolk County with the fire marshal's office. General-Construction shall conform to the most current editions of the building code&fire code of New York State, NFPA 13, National Electric Code, local zoning ordinances and fire marshal office. Contractor shall comply with all provisions, requirements, regulations and directions as outlined in the latest OSHA requirements. Fire Sprinkler System-The following conditions shall apply specifically to the contractor and his fire — — — — — — — — — — protection licensed subcontractor. a. The contractor shall furnish and install all items whatsoever that may be necessary to complete a working and finished fire protection system of the character and type specified. T b.All work must be in accordance with the requirements of the owner's insurance company, and shall comply with the latest edition of NFPA 13, all local ordinances,the New York State Fire Code, and A B B J g the local fire marshall office. The plans and specifications shall be used as an outline only.this A B contractor shall be responsible to obtain written approval pproval of the complete installation from the local fire marshal. In addition, all work must meet with the engineer's approval. c. Work in this section includes, but is not limited to, providing all the following material, equipment, 11 0 f-1"0 products and labor for a complete and 1„O '�1�!O p approved sprinkler system: 2"0 From - ~ 1. Installation of new sprinkler cross main and branch lines Below E 2. Installation of new sprinkler heads N 3.Any and all items. appurtenances, etc. necessary to hang, support, anchor, brace, etc. equipment furnished under this contract 3" 4. All sprinkler lines are to be filled with noble model pg38 or equivalent antifreeze solution. 3„o 3110 „O WO 5. One year warranty 6. Testing B B d. The contractor shall be responsible for submitting all required hydraulic calculations, plans, 01O documentation, applications, fees and payments etc. for obtaining a fire sprinkler permit from the 1 2"I?J Under S at "Q1 �� 2"fT� local fire marshal office.�/- f-1 0 1 two e. Install horizontal piping pitched to low points and in a manner to make it possible to test and empty Existing Fir v 1��� �� o the entire system; provide valves and piping of sizes and in locations as indicated by and in Sprinkler Main o accordance with the requirements of NFPA 13. System f. Coordinate routing of cross main and branch piping with existing ductwork, piping, lighting, insulation #1 B "� Up to Attic „O batting, etc. in existing ceiling. offset routing of piping as required to avoid all existing conflicts. 2 1 ,,,--1"0 g. Ream and remove burrs carefully at thread pipe cuts. use one-piece continuous length pipe between Down to and nder Slab Bel)w sprinklers avoiding the use of couplings except where absolutely necessary. B B B h. Screw joints shall be made up with pipe paste applied to male threads only. ream pipe as necessary to make bore at end of the pipe the same as the inside diameter of the pipe. f�1„O i. Materials: _ _ — — — — — — — 1. Sprinkler system piping and fittings: interior piping: Schedule 40 black steel pipe. fittings for threaded pipe shall be malleable iron fitting 150 psi. RV#2 2. Reducers: reductions in pipe sizes shall be made with one piece reducing fittings. bushings will not u be acceptable. 3. Sprinkler heads: sprinkler heads shall be Underwriters'approved and listed for use intended (pendent, flush, upright or sidewall type) installed as indicated on the drawings. all piping for B Crawl Space Sprinkler Plan concealed and recessed heads shall be concealed or run above the ceiling. head. fusible solder �^ Scale! inch = 1 ft. link type, or glass bulb type, temperature rated for specific area hazard. sprinkler heads shall be as manufactured by Reliable Model F1 FR in the cellar, first floor and third floor spaces and in the unexposed storage areas in the rear areas of the second floor. The sprinklers with a W factor of 5.6. 4. Hangers and supports: hanger rods shall be hung from structural members with suitable clips or beam clamps as necessary. piping shall not be supported from lighting, ductwork, other piping or equipment. all hangers shall be plumb. hangers and supports shall be UL approved and shall comply with NFPA standards and owner's insurance requirements as to size, type and spacing. Manufacturer: clevis type and roller type hangers shall be hot dipped galvanized as manufactured by ITT Grinnell co., Central Iron, Leifried, or equal. M 5. Test and drain valves: bronze body globe, rubber discs, 300 psi c.w. non-shock, similar to Attic Plumbing Fairbanks, figure no.4591-3 or 4691-3 or approved equal. Scale.! inch = 1 ft. 6. Unions: couplings and unions shall not be used except where pipe is more than 20' in length between fittings. screwed unions shall not be used on pipe larger than 2". Coupling and unions of other than screwed type shall be of the types approved specifically for use in sprinkler systems. 7. Signs and charts: store and save existing inspector's test sign for re-installation by this contractor. j. Inspections and Testing 1. After installation is complete, but before the piping is furred in or covered over, the contractor shall provide instruments and equipment, secure, perform and pay for all tests necessary to produce satisfactory evidence of the correctness of the installation and acceptance thereof by the local fire marshal. 2.All new piping and equipment shall be hydrostatically tested as per NFPA 13. 684 = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" V-0. Condon Engineering, P.C. Peconic Landing Law,Article Eng Section Architect for any person unless acting undera the direction of a licensed ng Drawn by : JJC g Wellness Center Professional Engineer,Architect or Land Surveyor,to alter an dem in an way.If an item bean 1755 Si sbee Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date : 1-22-20201500 Brecknock Rd signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Greenport, New York NYS CODES • 2020 BUILDING CODE OF NEW YORK STATE (publication date: November 2019) NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THESE 0 2020 PLUMBING CODE OF NEW YORK STATE (publication date: November 2019) PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2015 WFCM AND THE 0 2020 MECHANICAL CODF OF NEW YORK STATE (publication date: November 2019) 2015 INTERNATIONAL RESIDENTIAL CODE AS AMENDED BY THE 2016 UNIFORM CODE 2020 FUEL GAS CODE OF NEW YORK STSTE (publication SUPPLEMENT & 2017 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION (P date: November 2019) CONSTRUCTION CODE. 2020 FIRE CODE OF NEW YORK STATE (publication date: November 2019) • 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE (publication date: November 2019) • 2020 EXISTING BUILDING CODE OF NEW YORK STATE (publication date: November 2019) - " ARCHITECTURE THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THE INFORMATION AVAILABLE TO US. DUE TO THE NATURE OFA (collectively, the NYS Code Books) & p; A RENOVATION/ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE CONSULTING INOTIFIED FOR ANY REVISIONS, STRUCTURAL MODIFICATIONS OR SUPPORT BUILDING PLAN REVIEW NOTE 38 _011REQUIREMENTS RESULTING FROM UNFORSEEN CONDITIONS SUCH AS EXISTING VINCENT�.LTUC�7AREL�7L`I�A.LA-' . COLUMNS, DUCTS, PIPING, ECT. ENCLOSED IN EXISTING WALLS, CEILINGS, THE TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED DOCUMENT FOR MINIMUM ACCEPTABLE KIRKLAND"DRI DRIVE., PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE C. TO CONTACT R.A. UPON ANY U FORSEEN CONDITIONS ARISING. OF THE STATE OF NEW YORK. THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE- THAT _ _ _ _ _ _ _ _ _ _ _ _ GREE '11740 RESPONSIBILITY IS GUARANTEED UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, THE WORK IN THE DOCUMENT IS: 631,5671307; - ACCURATE, I ( I - CONFORMS WITH GOVERNING CODES APPLICABLE LCLJ)/ ( ++ " AT THE TIME SUBMISSION, - CONFORMS WIDTH REASONABLE STANDARDS OF PRACTICE AND WITH Z 0 0 1 I 2X12 CONT. RIDGE VIEW TO THE SAFEGUARDING OF 11 1 n I I I I WITH CONT. RIDGE LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE, EXISTING TRUSS X ~' 0 Ln I I I VENT TYP. - IS THE RESPONSIBILITY OF THE LICENSEE. � I', D LINE OF WALLS - MATCHDiri ♦` SYSTEM TO REMAIN / W I CL w BELOW TYP. 1 ( tO I EXIST. NOTE: FLASH ALL VALLEYS, l �) AND ROOFING ^I ADJACENT WITH ICE AND WATER SHIELD J05/ Q �O� -� __=______= II a, I TO 36" AWAY FROM VALLEY o IL I I I NOTE: WALL AND CEILING FINISHES PITCH BOTH SIDES TYP. �� - ♦�P JP -' o - I I I I I I I SHALL HAVE A FLAME-SPREAD 2"00" COLLAR TIES �0631-567-1307 /QD_ � I i_ CLASSIFICATION OF NOT GREATER TE R ao @ 16 O.C. TYP. + _ `° THAN 200 AS PER RCNYS SECT. 319.1 D o o NOTE: SEE ARCHITECTURAL DRAWINGS LINE OF WALLS � 1165 BROADWAY AVE. v @ FOR INTERIOR 2"X4" WALL LOCATIONS v BELOW TYP. PROVIDE ICE SHIELD AND ROOF � N TYP. - - - - - - - - - HOLBROOK, N.Y. 11741 �Qo - - - - - - - - - - - UNDERLAYMENT TO 24 FROM Q _x U o 1 I I I EXTERIOR WALL ACCORDING ROOFING SPECIFICATION TTRIFARO@DTTDESIGNS.COM `V (n � I I I 0) I I SECTION 905 OF NYS BUILDING ARCHITECTURAL ASPHALT ROOF L`' a I I CODE TYP. PROPOSED SHINGLES OVER 15 FELT PAPER, 6"X6" SOLID 0 ~ I I 4"X6' SOLID I I 6"X6" SOLID I 0 # REVISION / POST TYP. � POST TYP. I I I i POST TYP. 1 ATTIC 1/2 CDX SHEATHING - - - - :LL- RAFTERS X16"O.C• Px10 ROOF (UNFINISHED)oo OPOSED_2%12"RIDGE ABOVE _ I I N I 24" PROPOSED 2-2'x10" _ (R-38) BATT INSULATION, W HEADER CONT. (FLUSH) / 2"x10' CEILING JOISTS Q o I I PROPOSED 2-2"x10" HEADERi CONT. ( LUSH) 1 1 I N \ X10" O.C. TYP. NOTE: FLASH ALL VALLEYS, N N@ 1 1 I I I \ ♦ O I I NOTE: CONTRACTOR TO CARRY POINT I I I I I I NOTE: CONTRACTOR TO MATCH WITH ICE AND WATER SHIELD EXISTING FREEZE BOARD AND FASCIA TO 36" AWAY FROM VALLEY n w ( 1 LOADS FROM INTERIOR FLUSH HEADER I I I o I SIZE AND HEIGHTS TYP. 0 O � INTO THE CRAWL SPACE CENTER GIRDERI I I I I M I I (SEE DETAIL A) BOTH SIDES TYP. z ♦�O,o SF �,� ^v a AND INSTALL STRUCTURAL SUPPORTS 04 10 Of WITH FOOTINGS BELOW TYP. I I I1 111 NOTE: CONTRACTOR TO CAR RY POINT Z I I - - - - - - - - - - - LOADS FROM INTERIOR FLIJSH HEADER - OoO INTO THE CRAWL SPACE CENTER GIRDERo - PROPOSED I 1 AND INSTALL STRUCTURAL SUPPORTS O _" U a' MATCH WITH FOOTINGS BELOTY�, ceSUITES HUNGCEILING Uo HEIGHT TYP. FC-" USE JOIST HANGERS Q N L 1 l'-3" LI 5 4 1 1 -2 I ON ALL CONNECTIONS NOT TURAL _ -----__---- CD SEE I FOR INTERIOR WALL CLOCATIONS WTYP.S DETAIL A \ / 1 � ♦ 0 � (n LINE OF WALLS I SECTION A-A 1/4" = 11-0/1 SEE SHEET 2 OF 2 Z g 0 BELOW TYP. p I I FOR CONNECTIONS 0F� IIS 0 1 I EXISTING TRUSS DATE SYSTEM TO REMAIN ROOFING SPECIFICATION AND ROOFING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 240# ASPHALT ROOF SHINGLES 7/1/21 OVER 15# FELT PAPER, 1 /2" SCALE 2.1 GENERAL LOADS � CDX SHEATHING, 2x 10 ROOF AS NOTED A The structure shall be anchored to the foundation system to resist the loads in Table 3 and to comply with the hold down requirements RAFTERS @ 12"0.C. TYP. in Section 4.3.For pile and girder foundation systems or pier and beam foundation systems that support the floor joists on top of the DRAWN BY girder or beam,the Stem wall foundation loads in Table 3 shall be used.When the floor joists are hung on the sides of the girder or beam (R-138) BATT INSULATION, PARTIAL CEI LIN O / ROOF F1ZAM IN G 1P LAl� with proprietary joist hangers,the Slab-on-Grade loads in Table 3 shall be used.Ledgers are NOT permitted. 11K.D. 2"x 10" CEILING JOISTS CHECKED BY SCALE 1/4" = 1� Table 3. Stemwall Foundations'-0�� Foundation Anchorage loads Building Aspect Ratio (L/W) @ 12"O.C. TYP. Slab-on-Grade V.L. Raised-floor 1.00 1 1.25 1.50 1 1.75 1 2.00 1 2.25 1 2.50 2.75 FoundationS3 Foundation Uplift ' Lateral NOTE: CONTRACTOR TO MATCH PROJECT NAME supporting: (plf) (plf) Shear(plf) EXISTING FREEZE BOARD AND FASCIA Roof, Ceiling SIZE AND HEIGHTS TYP. and One Floor 192 129 218 273 327 382 436 491 545 600 730 Roof,Ceiling and Two Floors 119 129 327 409 491 572 654 736 818 899 730 'For Non-loadbearing walls,uplift connections need not exceed 60 plf. z Shear connection requirements in the maximum building dimension(L)need not exceed the tabulated values for L/W=1.00. W 'Shear connection requirements are based on a required sheathing nail spacing of 3"o.c.in Tables 12 and 13.For reduced wood structural panel sheathing nailing requirements of 4"and 6"o.c.the shear loads can be reduced to the Bottom Plate-to-Frame Shear Connection USE J 0 I ST HANGERS provided in Tables 12 and 13 ON ALL CONNECTIONS W U TABLE R602.3(l) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 16 SOLE PLATE TO JOIST OR BLOCKING AT 3-16d (3 1/2"x0.135") 16" O.C. M-� ,-, O C BRACED WALL PANELS 1 0 ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING OF FASTENERS 17 STUD TO SOLE PLATE, TOE NAIL 3-8d (2 1/2"x0.113") OR - 2-16d (3 1/2"0.135") 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d (2 1/2"x0.113") _ _ Q ►"� 18 TOP OR SOLE PLATE TO STUD, END NAIL 2-16d (3 11/2"0.135") TOP PLATE, TOE NAIL I 19 TOP PLATES, LAPS AT CORNERS 2-10d (3 x0.128 ) 2 CEILING JOISTS TO PLATE, TOE NAIL 3-8d (2 1/2"x0.113") - AND INTERSECTIONS, FACE NAILa � � TABLE 301.2(l) CLIMATIC and GEOGRAPHIC DESIGN CRITF UA 20 1" BRACE TO EACH STUD AND PLATE, 2-8d 2 1/2"x0.113" WIND DESIGN SUBJECT TO DAMAGE FROM 3 CEILING JOIST NOT ATTACHED TO PARALLEL 3-10d - ( WINTER ICE ;HIELD RAFTER, LAPS OVER PARTITIONS, FACE NAIL FACE NAIL 2 STAPLES 1 3/4" GROUND SNOWTOPO- SEISMIC DESIGN UN IER- GRAPHI LOAD (K) WINDSPEED GRAPHIC SPECIAL WIND-BORNE DESIGN FROST TEMP F LA'MENT FLOOD AIR FREEZING MEAN 4 COLLAR TIE TO RAFTER, - 21 1"x6" SHEATHING TO EACH BEARING, FACE 2-8d 2 1/2"x0.113" - (MPH) (D) WIND DEBRIS CATEGORY (G) WEATHERING LINE DEPTH TERMITE ( > HAZARDS INDEX I ANNUAL FACE NAIL, OR 3-1Od (3"XO.128") ( ) EF(K)TS REGION ZONE (M) (A) (B) (C) ( SOFFIT) RD (H) () TEMP (J) 1-1/4"x20 GAUGE RIDGE STRAP NAIL 2 STAPLES 1 3/4 1 MILE FROM BOF 3 FT MODERATE SEE CALL PLANS 5 RAFTER TO PLATE, TOE NAIL 2-16d (3 1/2"x0.135") - 22 1"x8" SHEATHING TO EACH BEARING, FACE 2-8d (2 1/2"x0.113") - 20 13o No No COAST AND FI B SEVERE BFG ro HEAVY BELOW ES EXAMINERS AMIOFFN ERS 599 599 D cT 5 ?a�?� ` SEAL NAIL 3 STAPLES 1 3/4" � 6 ROOF RAFTERS TO RIDGE, VALLEY OR OR HIP 4-16d (3 1/2"x0.135") - CLIMATE ZONE IS 4A --" 23 WIDER THAN 1"x8" SHEATHING TO 3-8d (2 1/2"0.113") - 13UILDING DEPT LID �l-'} RAFTERS, TOE NAIL, FACE NAIL 3-16d (3 1/2"x0I: 1 LB/SQ.FT.=0.0479 KN/M.2 -1.OwN OF SOUTHO co ` � EACH BEARING, FACE NAIL 4 STAPLES 1 3/4" C� Jc�HN ; WALL 1 MILE PER HR= 1.609 KM/HR. r� �.' {, TOE NAIL 3-8d 2 1/2 x0.113 24 JOIST TO SILL OR GIRDER, ( ) 7 BUILT-UP CORNER STUDS, FACE NAIL 10d (3 1/2"0.128") 24"O.C. A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREOENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE 25 RIM JOIST TO TOP PLATE, TOE NAIL 8d (2 1/2"0.113") - WEATHERING INDEX(I.E., NEGLIGIBLE","MODERATE",OR SEVERE)FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP[F SURE R301.2(3)].THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM 8 ABUTTING STUDS AT INTERSECTING WALL 16d (3 1/2"0.135") 12"O.C. (ROOF APPLICATIONS ALSO) c 34,c 55,c sz,c 73,c so,c 129,c145,c 216,OR c 652. B. THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. = CORNERS, FACE NAIL26 RIM JOIST OR BLOCKING TO SILL PLATE, TOE 8d (2 1/2"XO.113") 6" O.C. C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"VERY HEAVY","MODERATE TO HEAVY","SLIGHT TO MODERATE",OR"NONE TO SLI(HT"IN ACCORDANCE WITH FIGURE R301.2(6)DEPENDING ON WHETHER THERE HASQ- BEEN A HISTORY OF LOCAL DAMAGE. 9 BUILT-UP HEADER, TWO PIECES WITH 1/2" 16d (3 1/2"0.135") 16" O.C. ALONG EACH EDGE NAIL D. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"MODERATE TO SEVERE','SLIGHT TO MODERATE",OR"NONE TO SLIGHT"IN ACCOFDANCE WITH FIGURE R301.2(7)DEPENDING ON WHETHER THERE HAS BEEN A HISTORY ®� N E\N ` SPACEROF LOCAL DAMAGE. 27 1"x6" SUBFLOOR OR LESS TO EACH JOIST, 2-8d (2 1/2"0.113") - E. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE F301.2(4)]. WIND EXFOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN 10 CONTINUED HEADER, TWO PIECES 16d (3 1/2"0.135") 16"O.C. ALONG EACH EDGE FACE NAIL 2 STAPLES 1 3/4" ACCORDANCE WITH SECTION R301.2.1.4 F. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE"WINTER DESIGN DRY-BULB TEMPERATURE"DETEMINED FROM TABLE N1101.2. SHEET TITLE 11 CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d (2 1/2"0.113") - 28 2" SUBFLOOR TO JOIST OR GIRDER, BLIND 2-16d (3 1/2"0.135") - G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1 AND FACE NAIL H. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURAN(E PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR 12 DOUBLE STUDS, FACE NAIL 10d (3"0.128") 24" O.C. MANAGEMENT OF FLOOD HAZARD AREAS).(B)THE DATE(S)OF THE CURRENTLY EFFECTIVE FIRM AND FBFM,OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMENDED. _ 29 2" PLANKS (PLANK& BEAM - FLOOR & ROOF) 2-16d (3 1/2"0.1135") AT EACH BEARING I. IN ACCORDANCE WITH SECTION R9052.7.1,R905.4.3,R905.5.3,R905.6.3,R905.7.3 AND R905.8.3,FOR AREAS WHERE THE AVERAGE DAILY TEMPERATUREIN JANUARY IS 25°F(-4°C)OR LESS,OR WHERE THERE HAS BEEN A HISTORY OF LOCAL SECTION A A 13 DOUBLE TOP PLATES, FACE NAIL 10d (3"0.128") 24"O.C. 30 2" PLANKS PLANK& BEAM - FLOOR & ROOF 10d 3" .128" NAIL EACH LAYER AS FOLLOWS: J. DAMAGE I HE URI JURISDICTION SHALL ALL FILM THE EFFECTS OINIDAMMING,CE F THIS PARTHE TABLE WITHH THE 1100-YEAR RETLL FILL IN URN APERIOD AIR FREEZINRT OF THE TABLE G INDEX(BF-DAYS)FROM TABLSE,THE E R403(N SHALL FILL IN THIS PART OF THE TABLE WITH"NO". ( ) ( X0 ) K. THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE R301.2(5)FOR SITES AT ELEVATIONS UP TO 1000 FEET.SITES AT ELEVATIONS ABOVE 1000 FEET SHALL HAVE THEIR & ROOF PLAN 14 DOUBLE TOP PLATES, MINIMUM 24-'NCH 8-16d (3 1/2"0.135") - 32" O.C. AT TOP AND BCTTOM AND GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. OFFSET OF END JOINTS, FACE NAIL IN STAGGERED, TWO NAILS AT ENDS JOB NUMBER LAPPED AREA AND AT EACH SPLICE. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURE OF NOT L=_SS THAN 68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE 15 SOLE PLATE TO JOIST OR BLOCKING, FACE 16d (3 1/2"0.135") 16"O.C. 31 LEDGER STRIP SUPPORTING JOISTS OR 3-16d (3 1/2"0.135") AT EACH JOIST OR RAFTER THE FLOOR ON THE DESIGN HEATING DAY(2020 IMC 309.1) 2021 -62 K NAIL RAFTERS SYSTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING, MINIMUM 75 DEGREES COOLING DEGREE DAYS(N✓LAGUARDIA)4811,WINTER DESIGN TEMP 15, DRY BULB 89,WET BULB 75(2015 IPC APPDX D) ALSO AS PER 2020 BUILDING CODE OF NY STATE CHAPTER 16 SECTION 1609 AND ASCE 7-WIND EXPOSURE CATEGCRY AND SURFACE ROUGHNESS IS B. USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND. SHEET NUMBER TOWN OF ISLIP IS WITHIN A HURRICANE PRONE REGION 1 OF 2 WALL TO FOUNDATION FLOOR TO FLOOR TYPICAL FRAMING DETAILS TYPICAL WALL FRAMING DETAILS CONNECTIONS CONNECTION ARCHITECTURE & CONSULTING * of VINCENT LUCARELLI A.I.A 2"X4" WOOD STUDS OR POST wW boll 9 KIRKLAND"DRIVE oehi en to DOUBLE TOP PLATE GREENLAWN, MY. 1,1740 ° ° "S1116 « Th TWO 2" X 4" TOP PLATES � �-Sb7-IO dOslence b is ° o d Oeslgkd into ° ° Floor Joy DMonce"101' TWO 2" X __" HEADERS ° 0 Ine�eosed*'thouIt CONTINUOUS RIDGE VENT-LOW PROFILE olletling INSTALL AS PER MANUF,SPECIFICATIONS FOR BOTH SLAB & ° O IooO RAFTER STRAPS- SIMPSON LSTA-24 AT IM Drorlded the EVERY RAFTER- NAILED WITH 10D BOX NAILS EACH SIDE IN ACCORDANCE WITH TABLE 3.6 WFCM FOUNDATION ALES o 0 oncnor rwt b VJ USE SIMPSON STHDI4RJ ° o not over-torqued, Wd SW 0 CORNERS OR NAILED the SSlud. 2"x4" SCABBED TO BOTTOM FILTER Dr FD WHERE INDICATED ON o °° PORTION Simpson Strong-Tie RIDGE/STRUCTURAL RIDGE (REFER TO PLANS) �O PLAN. HDU4 Bet*een floors R0ul ROOF RAFTERS(REFER TO PLANS) ° ° Simpson Strong-Tie Giy ��p o HDS At foundation ROOF SHINGLES AS PER 0 ERS SPECIFICATIONS OVER OTE: 00 FH�HG WOOD HEADER/ WOOD BEAM 15!FELT PAPER OVER 1�COX PLYWOOD SHEATHING CORNER HOEDOWN 6',Oft REFER TO FLOOR PLAN NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T.2 ° {�//�� 631-567-1307 ° 2"X4" SILL PLATE D This detail eliminates cripple OTE. 0 �� o SCALE : N_T.S. studs above opening. BOTTOM OF ALL DOOR OR (; Ow ° ° & WINDOW HEADERS TO LINE UP, RFAlb? /2"J It/2 R S2 -2"X4 JACK STUDS PSR �0 1165 BROADWAY AVE. 0 o FLOOR-TO-FLOOR TIE DOWN FOR l ) ATTIC SPACE CONTINUOUS LOAD PATH 2"X4" BEARING WALL — HEADER DETAIL 1)-2"X4" KING STUD CUT BACK PLYWOOD SHEATHING (TYPICAL TO BOTH SIDES) 1/2" MIN. TO ALLOW FOR AIR FLOW HOLBROOK, N.Y. 11741 DIAGONAL BRACING NOTE: ROOF VENT SHALL BE "RIDGE FILTER SHINGLE VENT" AS TTRIFARO@DTTDESIGNS.COM EAR SPAN CORNER ASSEMBLY MANUFACTURED BY'AIR VENT INC.' (A CERTAINTEED CO. - OR CL 17" 2"X4" TOP PLATES OVERLAP AT APPROVED EQUAL. INSTALL IN ACCORDANCE WITH MANUdACTURES MAXIMUM CORNER LOCKING WALLS SPECIFICATIONS, COLOR TO MATCH NEW ROOF SHINGLES. REVISION 1 RIDGE VENT DETAIL 11o. top NP. 12" SIMPSON MIN. 30" MIN. rt �': STRONG—TIE CS16 • CUT 0 REBAR `. ;; !�' ONE #5 INSTALL ® LENGTH LENGTH REBAR EACH STUD IN SHEAR a •... CONE NAILING AS PER 1/2" MIN. 12" MIN• TABLE 3.48 2"X4" WALL STUDS CS-20(SIMPSON) REBAR •° � j i CORNER LENGTH RIDGE STRAPS Z R �o O NOTE: CLEAR TOP PLATE FRAMING DETAIL INSIDE COR EN SPAN ���' t1 CONTRACTOR TO VERIFY VARIES �G �%V EXISTING FIRST FLOOR IS SIMPSON STRONG-TIE STHD 14RJ ANCHORED TO FOUNDATION ��p��F,�' W AS PER THE 2007 AUPLIFT CONNECTION SCALE : N.T.S. RESIDENTIAL CODE OF ROOF SHINGLES AS PER 0 ERS SPECIFICATIONS OVER © 0 NEW YORK STATE. 15/FELT PAPER OVER 112 CDX PLY SHEATHING CONTRACTOR IS NAILED IN ACCORDANCE WITH SPECIFIC TIONS ON SHEET T.2 RESPONSIBLE FOR ,' PROVIDE ICE SHIELD TO 24" INSIDE ADDING EXTRA EXTERIOR IN ACCORDANCE WITH 24" MIN, STRAPPING AS NP. 12" SECTION 905.2.7.1 (NYS CODE) R.9052.7.1 REQUIRED. PROVIDE MIN. 1" MIN. " REFER TO FLOORPLANS FOR SIZE H7(SIMPSON) RAFTER b END DISTANCE TYPICAL RAFTER VENTS AS REQUIRED TO WALL CONNECTION Z e REFER TO TABLE 1/2" EXT. GRADE PLYWOOD 3.4B FOR AMOUNT . HIP AND VALLEY RAFTER STRAPPING TO BE CONNECTIONS ATTIC SPACE WITH 16# FELT PAPER (TYP,) NAILING OF SPECIFIED NAILS IN ACCORDANCE WITH THE WFCM 2015. R-30 BATT INSULATION IN BETWEEN C.J. AS PER TABLE 3.4B DATE 2"X4" WOOD STUDS OR POST IN EACH END PROVIDE SIMPSON "HW" HANGERS OR EQUAL. CONT, ALUM. GUTTERS W/ 1/8" PITCH _177 SIMPSON STR NG-TIE CS 16 PER FOOT(MIN.) PITCH TO DOWN SPOUTS PROVIDE HEADER 7/1/21 CONTRACTOR TO LOCATE 2"X6" HANGER LU26 (2) 2"0" TOP PLATE SIMPSON HURRICANE/SEISMIC STRAPS ATTACHMENT SCALE : N.T.S. SEE STRAP SCHEDULE SEE DETAIL SCALE ® TYPICAL HDU8 HOLDOWN INSTALLATION (2)2"X6" HANGER LUS26-2 USE 'F' CHANNEL 0 WALL ALL HORIZONTAL ® WITH SSTB ANCHOR BOLT. WASHERS 2"X8" HANGER LU28 B - PRE-PRIMED FASCIA SHEATHING SEAMS 2)2"X8" HANGER LUS28-2 FOR SOFFIT VENT (TYP.) AS PER BOARD-WRAP W/ ALUM. ( PLANS TYP, THROUGHOUT AT EXTERIOR WALLS AS NOTED 40 ARE NOT REQUIRED AT THE BASE. 2"x10" HANGER LU210 R-15 "OWENS CORNING" CONT. VINYL SOFFIT TO BE BLOCKED INSULATION OR EQUAL VENT TYP,-WRAP ALUM. DRAWN BY FOR BOTH SLAB & ® � 22x12"1 HANGER ER HUS210 2 OVER VINYL SOFFIT TYP. FOUNDATION WALLS (2)2"x12" HANGER HUS210-2 INSTALL SHEATHING SO +>� JO­'HANGER USE CORNERS HDU8 RAFTER TO WALL INTERIOR EXTERIOR SEAMS DO NOT FALL ON K.D. Q CORNERS OR ® JOIST OR NOTE: FOR ALL OTHER JOIST SIDING AS PER OWNER RAFTER HANGERS REFER TO THE 2"X4" WOOD STUDS ® 16' Q.C. FLOOR CONNECTIONS 1111111110111 WHERE INDICATED ON SIMPSON CATALOG DIRECTLY, 1/2" GYPSUM WALLBOARD 1" RIGID INSULATION BOARD (R-3.85) CHECKED BY PLAN. CONNECTION APPROVED EQ, MAY BE SUBSTITUTED "TYVEK" HOUSE WRAP OR EQUAL USE JOIST HNGRS. 2"x4" SILL PLATE 1/2" EXT. GRADE PLYWOOD @ ALL FLUSH GIRDER ALL JOIST OR RAFTERS INTERSECTING V.L. W/ A BEAM OR GIRDER SHALL USE ANNOTCHED / FLR JOIST CON. F `= RAFTERS—TR�SSES APPROVED SIMPSON JOIST HANGER NP, SOFFIT DETAIL STUD TO SILL PLATE PROJECT NAME THREADED ROD THROUGH �__ SIMPSON STRONG-TIE LSSZJ28 2 SSP FASTENER FLOOR STRUCTURE & RAFTER TO HIP/ VALLEY FACE MOUNT JOIST HANGER ANCHOR BOLT INTO FOUNDATION (2) 2"X4" TOP PLATES SCALE : N.T.S. SCALE N.T.S. COUPLER NUT NOTE: r M••� r'�I IN. NAILING v I—'•-1 5/8" 0 SIMPSON REFERENCE TABLE 3.4B O W I BP ANCHOR BOLT ,° BP (SIMPSON) ANCHOR CHOR 7" MIN, EMBEDMENT IN .°` ^ POURED CONCRETE 15" f. , SIMPSON H7Z SEISMIC SIDING AS PER OWNER BOLTS: X-12 OFF EACH 5/8 0 0 23" O.C. HOLD 6 MIN. EMBEDMENT IN C.M.U. � AND HURRICANE TIE OR W i PROVIDE 3"x3" WASHERS EQUAL. SEE STRAP SCHEDULE 1" RIGID INSULATION BOARD (R-3.85) END OF EACH SILL PLATE. FOR NAILING REQUIREMENTS DOUBLE TOP PLATE "TYVEK" HOUSE WRAP OR EQUAL V O O a ROOF FRAMING 2"W WOOD STUDS®16OD LL " O.C, NAILING M� � � � r--� O RAFTER TO WALL A ° SEMTIE ISIC / HURRICANE SECOND 3/4' T&G PLYWOOD SUBFLOOR AS PER TABLE 3.4B 0 FLOOR 2x4"BASE PLATEIF FOR ROOF RAFTER TIE DOWN TO ANCHOR WALL STRAPS- SIMPSON CS-20, 1 1/4•STRAP 1� ROOF RAFTER TO WALL STUD -MIN.NAILING AT EVERY STUD- NAILED WTH IDD BOX BP (SIMPSON) ANCHOR SIMPSON STRONG-TIE HDU8 ACCORDING TO TABLE 3.4113 WFCM " CR LE ST S NAILS IN ACCORDANCE WITH TABLE 3.4 B WFCM B (SEE STRAP SCHEDULE) BOLTS O w I FLOOR/CEILING JOISTS AS PER FLOOR PLANS -5/8" 0 23" O.C. SCALE : N.T.S. SIMPSON H7 BLOCKING (TYPICAL) 1 �•.•{ TIE REQUIRED (2) 2"x4" CONTINUOUS TOP PLATES 7" MIN. EMBEDMENT I I v FTS M SIMPSON @EACH STUD EXTERIOR POURED CONCRETE 15 STRONG–TIE CS16 o II SIDING AS PER OWNER MIN. EMBEDMENT IN C.M.U. Q INSTALL 0 -I HEADER FIRST 1" RIGID INSULATION BOARD (R-2.85) PROVIDE 3"x3" WASHERS EACH STUD (SEE PLAN FOR FLOOR "TYVEK" HOUSE WRAP OR EQUAL EXACT SIZE) 1/2• EXT, GRADE PLYWOOD #5 REBAR 6" FROM TOP #5 REBAR @ 48" O.C. r--� FRAMED OPENING FOR II R-15 "OWENS CORNING" OF POURED CONCRETE VERTICALLY FOR 8' NEW WINDOW OR FFULL LENGTH INSULATION OR EQUAL FOUNDATION WALL RUN HEIGHT FOUNDATION WALL 2"X4" WOOD STUDS OR POST o EXTERIOR DOOR) WALL S-UDS 3 INTERMEDIATE FLR. DETAIL HORIZONTALLY AND INSTALL 0 ANCHOR BOLTS HOOKED #5 REBAR Q 40" O.C. SEAL 6'-0" OR GREATER 0 BELOW VERTICALLY FOR 9' 0 0 0 0 OTE: HEIGHT FOUNDATION WALL c�{'i'(�D ,✓� FOR BOTH SLAB & 0 0 - - - - - - - - - - - - ✓,(7 :� 100/V FOUNDATION WALLS 0 — T — — T1— —I7 — — T — UPLIFT CONNECTION IS TYPICAL WALL DETAIL \�, REQUIRED AT EACH END OF USE SIMPSON HDU8 I UPLIFT c A 0 0 o I I Na FT I I HEADER AND AT BOTTOM OF SCALE : N.T.S. / r 9 CORNERS OR R r �? -,HEADER STUDS IN ADDITIONWHERE INDICATED ON o I I �91NINEC� �4 I I TO CONNECTORS AT WALL E ! i 0 I I E UIRE I I I STUDS AND AT TOP AND i I r BOTTOM OF CRIPPLES TYPICAL � sPLAN. ° FRAMING F « PRESSURE Q•- BARS ERMAY BE ED 'S, \N E NN o REQUIRED NOTE: USE 1/2 PLYWOOD PANEL 2"x4" SILL PLATE STAINED OR PAINTED TYP. ' a a v °d' ° d d " n: OUTER THIRD OF d "a a s a 4 SPAN ONLY a r d ` a HOLE EDGE SHEET TITLE TABLE RR301.2.1.2 0. • d ° `a o DISTANCE >5/8" e . WINDBOURNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS NOTCH H2/5 TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS DEPTH<1/4d <2/5d DETAILS SINGLE STUD FASTENER FASTENER SPACING Scwix.: N.T.S. OUTER 1/3 OF THREADED ROD THROUGHTAPE PANEL 4 FT < 6 FT < FLOOR STRUCTURE OR SPAN PANEL SPAN PANEL SPAN SPAN ONLY <�j5a ° <a I <_ 4 FT < 6 FT < 8 FT 1/4 JOIST STUD DOUBLE STUD °. ANCHOR BOLT INTO FOUNDATION 2 1/2" #6 DEPTH, MAx 0 WD SCREWS 16" 12" 9" 1/3 JOIST 2" MIN PLATE JOB NUMBER DEPTH, MAX �-1 DISTANCE >5/8" HOLE EDGE SIMPSON STR0N -TIE HDU C EXT. WALL TO FOUNDATION WD 1/2" #$ 16" 16" 12" WD SCREWS 1/3 JOIST 2021 -62K SCALE : N.T.S. DEPTH, MAX 1/6 JOIST DEPTH, MAX REMOVABLE PLYWOOD STUD NOTCHING AND DEBRIS PROTECTION SHUTTER SOLID SAWN JOIST, RAFTER NOTCHING BORING LIMITS SHEET NUMBER AND BORING LIMITS SCALE : N.T.S. SCALE : N.T.S. SCALE : N.T.S. 2OF2 GENERAL NOTES TABLE R602.3(l) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING OF FASTENERS • NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 1 BLOCKING BETWEEN JOISTS OR RAFTERS TO 3-8d (2 1/2"x0.113") • ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING TOP PLATE,TOE NAIL STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 2 CEILING JOISTS TO PLATE,TOE NAIL 3-8d (2 1/2"x0.113") � • ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE DESIGNER BEFORE PROCEEDING WITH THE WORK. 3 CEILING JOIST NOT ATTACHED TO PARALLEL 3-1 Od ARCHITECTURE • NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE DESIGNER. 5'—1 1/2" 1, 9'-5++ 101-011 RAFTER,LAPS OVER PARTITIONS,FACE NAIL & 4 COLLAR TIE TO RAFTER,FACE NAIL,OR 3-10d (3"0.128") CONSULTING • DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. FJ1-1/4"x20 GAUGE RIDGE STRAP • OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL. --� 5 RAFTER TO PLATE,TOE NAIL 2-16d (3 1/2"x0.135") VINCENT LUCARELLI A.I.A. L� 9 KIRKI.AND DRIVE • THIS SET OF DRAWINGS ARE THE PROPERTY OF DTT DESIGNS, INC. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION TY 2"X6" DECK JOISTS ° 2"X6" DECK JOISTS 6 ROOF RAFTERS TO RIDGE,VALLEY OR OR HIP 4-16d (3 1/2"x0.135")OF THOMAS TRIFARO. cull I 12"X12N36" RAFTERS,TOE NAIL,FACE NAIL 3-16d (3 1/2"x0.135") GREENLAWN,N.Y. 11740 c�1 � 16 O.C. I � 16" O.C. • THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL ll 2"X6" D.J. �u I cv fi� PC. FOOTIN( WALL 631-567-1307 RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM CLEAN. © 16 O.C. _ — (' TYP' 7 BUILT-UP CORNER STUDS,FACE NAIL 10d (3 1/2"x0.128") 24"O.C. — — — — — — — — — — — — — — — — — — • THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I J 8 ABUTTING STUDS AT INTERSECTING WALL 16d (3 1/2"x0.135") 12"O.C. AND ORDINANCES. CORNERS,FACE NAIL • THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB—CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 9 BUILT-UP HEADER,TWO PIECES WITH 1/2" 16d (3 1/2"x0.135") 16"O.C.ALONG EACH EDGE COMPLETION OF PROJECT. SPACER DT F c). • CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING ITEMS WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 10 CONTINUED HEADER,TWO PIECES 16d (3 1/2"x0.135") 16"O.C.ALONG EACH EDGE Q O` ACCESSIBILITYA RMP x0 11 CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d (2 1/2" .113") \!P� 12 DOUBLE STUDS,FACE NAIL 10d (3"x0.128") 24"O.C. 13 DOUBLE TOP PLATES,FACE NAIL 10d (3"x0.128") 24"O.C. 40 v 11O\ 631-567-1307 14 DOUBLE TOP PLATES,MINIMUM 24-INCH 8-16d (3 1/2"x0.135") �� 1165 BROADWAY AVE. OFFSET OF END JOINTS,FACE NAIL IN 6'-0" 19'-0" LAPPED AREA HOLBROOK, N.Y. 11741 15 SOLE PLATE TO JOIST OR BLOCKING,FACE 16d (3 1/2"x0.135") 16"O.C. NAIL 16 SOLE PLATE TO JOIST OR BLOCKING AT 3-16d (3 1/2"x0.135") 16"O.C. TTRIFARO@DTTDESIGNS.COM BRACED WALL PANELS CL. I RAMP DOWN TO REVISION GRADE 17 STUD TO SOLE PLATE,TOE NAIL 3-8d (2 1/2"x0.113")OR I o PLAORM 2-16d(3 1/2"x0.135") I 18 TOP OR SOLE PLATE TO STUD,END NAIL 2-16d(3 1/2"x0.135") W 19 TOP PLATES,LAPS AT CORNERS 2-10d(3"0.128") 1--- 13'-4" AND INTERSECTIONS,FACE NAIL Q L— _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ v 20 1"BRACE TO EACH STUD AND PLATE, 2-8d(2 1/2"x0.113") - - - - - - - - - - - - - - - - FACE NAIL 2STAPLES I3/4" 1 21 1"x6"SHEATHING TO EACH BEARING,FACE 2-8d(2 1/2"x0.113") ( I I NAIL 2 STAPLES 1 3/4" ® CL. I I CORRIDOR 22 1"x8"SHEATHING TO EACH BEARING,FACE 2-8d(2 1/2"x0.113") Z NURSE MEDICAL I I (8'-2" CEILING HEIGHT) O I NAIL 3 STAPLES 1 3/4" O 23 WIDER THAN 1"x8"SHEATHING TO 3-8d(2 1/2"x0.113") f-- N PRACTITIONER DIRECTOR CN I I I EACH BEARING,FACE NAIL 4 STAPLES 13/4" OFFICE OFFICE o I I co ® EXAM I 24 JOIST TO SILL OR GIRDER,TOE NAIL 3-8d(2 1/2"x0.113") U o 1 rn ROOM 3 I 25 RIM JOIST TO TOP PLATE,TOE NAIL 8d(2 1/2"x0.113") 1 (ROOF APPLICATIONS ALSO) Q ® 1 26 RIM JOIST OR BLOCKING TO SILL PLATE,TOE 8d(2 1/2"x0.113") 6"O.C. 9'-3" 9'-4" I NAIL A.D.A I 27 1"x6"SUBFLOOR OR LESS TO EACH JOIST, 2-8d(2 1/2"x0.113") LAV. FACE NAIL 2 STAPLES 1 3/4" C14 28 2"SUBFLOOR TO JOIST OR GIRDER,BLIND 2-16d(3 1/2"x0,135") bl I I I I I I F EXAM I I AND FACE NAIL Z ROOM 2 ® 0) I 29 2"PLANKS(PLANK&BEAM-FLOOR&ROOF) 2-16d(3 1/2"x0.135") AT EACH BEARING 0 • I 30 2"PLANKS(PLANK&BEAM-FLOOR&ROOF) 10d(3"0.128") NAIL EACH LAYER AS FOLLOWS: DATE 32"O.C.AT TOP AND BOTTOM AND STAGGERED.TWO NAILS AT ENDS ©® I ( I AND AT EACH SPLICE. 5/28/22 I COORIDOR o I I LOBBY \_ EXAM I 31 LEDGER STRIP SUPPORTING JOISTS OR 3-16d(3 1/2"x0.135") AT EACH JOIST OR RAFTER SCALE RAFTERS (8'-2" CEILING HEIGHT) i i (9'-9" CEILING HEIGHT) ® © ROOM 4 I AS NOTED it II I I I I N I o DRAWN BY OFFICE EXAM 1 R310.1 EMERGENCY ESCAPE AND RESCUE R312.1.3 THE TRIANGULAR OPENINGS FORMED K.D. ROOM 11 OPENING. BASEMENTS, HABITABLE ATTICS AND BY THE RISER, TREAD AND BOTTOM RAIL OF A CHECKED BY N EVERY SLEEPING ROOM SHALL HAVE AT LEAST GUARD AT THE ® °' 1 ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW V.L. I OPENING. SUCH OPENINGS SHALL OPEN DIRECTLY PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. PROJECT NAME HOME HOME ,-1„ - ® " I INTO A PUBLIC WAY, OR TO A YARD OR COURT HEALTH HEALTH N THAT OPENS TO A PUBLIC WAY. 9 11 3 5 0„ Lo -2 1 -2 i SECTION R507 EXTERIOR DECKS. WHERE SERVICES SERVICES o I EXAM I SUPPORTED BY ATTACHMENT TO AN EXTERIOR 9'-3” 9'-4" 20'-3" I ® ROOM 5 i R312.2.2 WINDOW OPENING CONTROL DEVICES WALL, DECKS SHALL BE POSITIVELY ANCHORED COORIDOR o WINDOW OPENING CONTROL DEVICES SHALL TO THE PRIMARY STRUCTURE AND DESIGNED LU ®® (8'-2" CEILING HEIGHT) I I COMPLY WITH ASTM F 2090. THE WINDOW w I �, I FOR BOTH VERTICAL AND LATERAL LOADS. SUCH 4 � CL. I I OPENING CONTROL DEVICE, AFTER OPERATION ATTACHMENT SHALL NOT BE ACCOMPLISHED BY TO RELEASE THE CONTROL DEVICE ALLOWING THE USE OF TOENAILS OR NAILS SUBJECT TO Q d' z F- - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ THE WINDOW TO FULLY OPEN, SHALL NOT WITHDRAWAL. WHERE POSITIVE CONNECTION O O REDUCE THE NET CLEAR OPENING AREA OF THE TO THE PRIMARY BUILDING CANNOT BE VERIFIED U ® WINDOW UNIT TO LESS THAN THE AREA REQUIREDDURING INSPECTION, DECKS SHALL BE r--+ BY SECTION R310.2,1. SELF-SUPPORTING. FOR DECKS WITH w W F_ OFFICE OFFICE I CANTILEVERED FRAMING MEMBERS 0 R311.7.8 HANDRAILS. HANDRAILS SHALL BE CONNECTIONS TO EXTERIOR WALLS OR OTHER U PROVIDED N FRAMING MEMBERS SHALL BE DESIGNED AND ® I O AT LEAST ONE SIDE OF EACH CONSTRUCTED TO RESIST UPLIFT RESULTING CONTINUOUS RUN OF TREADS OR FLIGHT WITH w W FOUR OR MORE RISERS. FROM THE FULL LIVE LOAD SPECIFIED IN TABLE a p 8 -0 8 -o 38'-0" R-301.5 ACTING ON THE CANTILEVERED PORTION O I R312.1.3 OPENING LIMITATIONS. REQUIRED OF THE DECK. GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A SPHERE 4 SEAL PARTIAL L = INCHES IN DIAMETER. - ' OOR PL��l�T SCA LE 1/4" 1'-O" OCT 3 12Q?.2 'Nr LEGEND SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED ? 4 U '! "a'r,°iii Y ;Ti[ sIIBJECTTODAMAGEFROM AND HARDWIRED WITH BATTERY BACK—UP: SINGLE AND R301.2(l) CLIMATIC AND MULTIPLE STATION SMOKE ALARMS AS PER R314 OF HE GROUNDSNOW WIND SPEED TOP0. PECIAL WIND-BORNE SEISMIC WINTER DESIGN ICE SHIELD FLOOD AIR FREEZING MEAN T' 2020 RESIDENTIAL CODE OF NYS. GEOGRAPHIC DESIGN CRITERIA LOAD (MPH) GRAPHIC WIND DEBRIS DESIGN TEMP(F) UNDERLAYMENT HAZARDS" INDEX' ANNUAL EFFECTS t GION CATEGORY a WEATHERING° TROST LINE TERMITE` (36"FROM REQUIREDTEMP J ;- ® CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: DEPTH SOFFIT) i�l n x ,•d� INSTALL A MINIMUM OF ONE CARBON MONOXIDE DETECTOR FOR SI: 1 LB/SQ.FT. = 0.0479 KN/M 1 MILE FROM MODERATE WITHIN 10 FEET OF SLEEPING AREAS AS PER IFC9152.3.1.2. 1 MILE PER HOUR= 1.609 KM/HR. 20 130 NO NO COAST AND FI B SEVERE 36" TO HEAVY 11" YES NO 599 599 Cl BUILDING PLAN REVIEW NOTE THE TOWN BUILDING PLANS EXAMINER HAS REVIEWED THE ENCLOSED DOCUMENT FOR MINIMUM ACCEPTABLE PLAN HEADER SCHEDULE A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX(I.E., SUBMITTAL REQUIREMENTS OF THE TOWN AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE STATE OF "NEGLIGIBLE","MODERATE",OR"SEVERE")FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP[FIGURE R301.2(3)].THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34,C 55,C 62,C 73,C 90,C 129,C145,C NEW YORK.THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE.THAT RESPONSIBILITY IS GUARANTEED ALL WOOD FRAMING INCLUDING JOISTS, BEAMS, 216,OR C 652. UNDER THE SEAL AND SIGNATURE OF THE STATE OF NEW YORK LICENSED DESIGN PROFESSIONAL OF RECORD.THAT POSTS, STUDS, ETC. TO BE DOUG. FIR OR BETTER. B. THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. SHEET TITLE SEAL AND SIGNATURE HAS BEEN INTERPRETED AS AN ATTESTATION THAT,TO THE BEST OF THE LICENSEE'S BELIEF AND NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT,THESE C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"VERY HEAVY","MODERATE TO HEAVY","SLIGHT TO MODERATE",OR"NONE TO SLIGHT'IN ACCORDANCE WITH FIGURE R301.2(6)DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF INFORMATION,THE WORK IN THE DOCUMENT IS: PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH: NOMINAL LUMBER SIZE: SPANS: LOCAL DAMAGE. • 2020 RESIDENTIAL CODE OF NEW YORK STATE (2)2x6 UP TO Y-11" D. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"MODERATE TO SEVERE","SLIGHT TO MODERATE",OR"NONE TO SLIGHT'IN ACCORDANCE WITH FIGURE R301.2(7)DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. PARTIAL - ACCURATE, • 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE (2)2x8 4'-0' TO 5-11" E. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP[FIGURE F301.2(4)]. WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION - CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION, CONFORMS WITH REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO THE SAFEGUARDING OF LIFE, • NFPA 70 STANDARD NATIONAL ELECTRICAL CODE (2)2x10 6'-0"TO T-11" R301.2.1.4 HEALFLOOR PLAN HEALTH,PROPERTY AND PUBLIC WELFARE, (2)2x12 8'-0"TO 10'-0" F. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE"WINTER DESIGN DRY-BULB TEMPERATURE"DETERMINED FROM TABLE N1101.2. - IS THE RESPONSIBILITY OF THE LICENSEE. G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1 POSTS SHALL BE 4x4(NOMINAL) H. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THE *NOTE:ALL SIZES CALLED OUT ON ANY OF THE FOLLOWING HAZARD AREAS).(B)THE DATE(S)OF THE CURRENTLY EFFECTIVE FIRM AND FBFM,OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BEAMENDED. JOB NUMBER NOTES & SPECIFICATIONS DRAWINGS WILL SUPERCEDE THIS SCHEDULE. I. IN ACCORDANCE WITH SECTION R905.2.7.1,R905.4.3,R905.5.3,R905.6.3,R905.7.3 AND R905.8.3,FOR AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS 25"F(-4°C)OR LESS,OR WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM INFORMATION AVAILABLE TO US. DUE TO THE NATURE OF A RENOVATION/ADDITION THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES".OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"NO". IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE NOTIFIED FOR ANY REVISIONS, J. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM TABLE R403.3(1). O� /� CONSTRUCTION DOCUMENT BOUND TOGETHER AT ALL STRUCTURAL MODIFICATIONS OR SUPPORT REQUIREMENTS RESULTING FROM K. THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE R301.2(5)FOR SITES AT ELEVATIONS UPTO 1000 FEET.SITES AT ELEVATIONS ABOVE 1000 FEET SHALL HAVE THEIR GROUND SNOW 4 TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO UNFORSEEN CONDITIONS SUCH AS EXISTING COLUMNS, DUCTS, PIPING, ECT. LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. READ ALL NOTES, SPECIFICATIONS,AND BE FAMILIARIZED ENCLOSED IN EXISTING WALLS, CEILINGS, ETC... G.C. TO CONTACT R.A. UPON ANY WITH THE PLANS PRIOR TO WORK. UNFORSEEN CONDITIONS ARISING. SHEET NUMBER 1 OF 1 DAMP/WATER PROOFING TO BE A ARCHITECTURE APPLIED ON ALL NEW FOUNDATIONS & AS PER 8406 TYP. 38'-0" CONSULTING 4_�L_ - - - - - - - - - - - - - - - - - - - 8"X16" POURED CONCRETE FOOTING TYP.- - - - - - - - - VINCENT LUCARELLI A.I.A. 9 KIRKLAND DRIVE - - - - - - - - - - - - - — — — — — — — - - - - - - — — — — — — — - - - - - - PSO -� I M N GREENLAWN,N.Y. 11740 / SI EPDXY DOWEL #5 VENT AS PER I I HOLDDOW NOTE: SEE OTHER SUBMITTED DRAWINGS 631-567-1307 REBAR @ 24" O.C. 8408.1 I � THIS FOR INFORMATION OF STRUCTURE ABOVE ;` THE SUB FLOOR TYP. VERTICALLY TYP. 8" POURED CONC. I SEE CORNERAI FOUNDATION WALL o INSULATE w/R-30 -�� ON A 16"x8" P.C. I I PROPOSEDDG' FOOTING TYP. I 37'-4" I ATTIC 0 O, _U) w I .:", I (UNFINISHED) cn NOTE: CARRY POINT LOADS FROM o INTERIOR FLUSH HEADER INTO THE I 2"x4" WOOD STUD"- N CRAWL SPACE CENTER GIRDER AND ( ' I � OR POST ,�Q� 631-567-1307 INSTALL STRUCTURAL SUPPORTS WITH I I FOOTINGS BELOW TYP. ° ° �y 1165 BROADWAY AVE. I I O ° o I I ? 0 0 HOLBROOK, N.Y. 11741 x W I 11'-8" 5'-4" 11 '-3" o ° o FOR BOTH SLAB & 0 TTRIFARO@DTTDESIGNS.COM FOUNDATN N ° -?' O WALLS USE 0 0 _ w SIMPSON STHD14RJ o REVISION .," ' .;:1 I PO LA ' I 12"x5 1/2"POWER LAM. I w o 12"x5 1/2"POWER LAM. 12 x5 1/2 POWER LAM. '�yR I AI BEAM CONT. I' l'' '.I BEAM CONT. C';'`�' 'l.'.'B�AM Cb,N7'•- 'l'' '� BEAM CONT. I 0 NAILED @CORNERS OR WHERE o INDICATED ON PLAN. ° 0 PORTION BEAM POCKET L.� — :: �' l_.� —';' ::�' L•� �' BEAM POCKET I I o I o o Q I IOf op ° ° 2"x4" v PROP. 4"0 Iff. I CL PROPOSEDSILL PLATE o CRAWLSPACE STEEL COLUMN I I = EXISTING 2 2� " POURED VAPOR SLAB ON ON 48"x48"x24" I SUITES I x ° ° ADJACENT WELL-TAMPED POROUS FILL INSULATE P.C. FTG. TYP. I � _ z c° w/(R-30) BATT INSULATION I ' I NOTE:12"xTJI FLOOR, NOTE:3/" SUB FLOOR. O w I JOI STS@16"O.C.,TYP. TYP. SLAB ON GRADE I ;. I NOTE:BILCO ACCESS (SERIES 560) 12"x5 Y" POWER LAM. CLEAR SPAN o I N � BEAM CONT. 1� BEYOND oM � Ln I \ MAXIM GR ADE w p "' 4" POURED SLAB W/ 6X6,19/10 w W.W.M 4" WELL TAMPED �o I I oo I I CRAWLSPACE I ° INSULATE FLOOR ABOVE ° POROUS FILL TYP. I 8 POURED CONC. 0 4" POURED VAPOR SLAB '�' W/ 8.25" BATT INSUL. 30" MIN. '� �'_ ONE #5 REBAR IN EPDXY DOWEL #5 VENT AS PER VENT AS PER I I FOUNDATION WALL I �_ REBAR 8408.1 8408.1 I •� I ON A 16"x8" P.C. ;. � -30), TYP. SHEAR CONE REBAR Q 24" O.C. VERTICALLY TYP. I FOOTING TYP NG LENGTH N it (12" MIN. REBAR O (R - - - - - - - - - I L - - - - - - % ,.... . . �. • DO BE APPLIED ON ALL a .°. . a Z - - I o NEW FOUNDATIONS AS 1/2' MIN. LENGTH) - - 4 POURED SLAB W 6X6 / 10 -i / i .<. F i FROM _ _ _ _ _ � ) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PROP. 4 � PER R406 - M 2 -2x12 — — SI PSON W.W.M., 4 WELL TAMPED i CORNER � ::�. (FLUSH HDR.( `'` r — STEEL COLUMN � DATE 8"X16" POURED CONCRETE FOOTING TYP. STHD14RJ POROUS FILL TYP. ON 48"x48"02" HOLDDOWN I @ THIS P.C. FTG. TYP. 4/10/22 CORNER. N SrrMD 14RJ SCALE SIMPSO I A SEE DETAIL I AS NOTED DRAWN BY 5'-0„ — — 5,=4„— — 27'-8” K.D. 38'-0" SECTION A—A CHECKED BY V.L. SCALE 1/4" = 1'-O" PROJECT NAME PARTIAL ADDITION FOZ.JNDATION PLS SCALE 1/4" = 1'-O" Q W � Z FOUNDATION, CONCRETE, AND MASONRY • CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. R406.1 CONCRETE AND MASONRY FOUNDATION 48" H (� hi-' Fi-1 ►�'�. Z ol • ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. DAMPPROOFING. EXCEPT WHERE REQUIRED BY 8406.2 o O � `Z • SOIL TO HAVE MINIMUM BEARING CAPACITY OF (1) TON/SO. FT. TO BE WATERPROOFED, FOUNDATION WALLS THAT a • FOOTINGS To REST A MINIMUM OF 3'-0" RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND BELOW GRADE, UNLESS OTHERWISE NOTED. FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM ° (4)-#5 BARS W W ^ Q • WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. THE HIGHER OF (a► THE TOP OF THE FOOTING OR (b) 6 a IN EACH • NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 1ST TIER OF FRAMING IS IN PLACE. INCHES BELOW THE TOP OF THE FINISHED ° DIRECTION 48 „ r--� • FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. BASEMENTFLOOR, TO THE FINISHED GRADE. MASONRY a • ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. WALLS SHALL HAVE NOT LESS THAN 3/8 INCH PORTLAND da a a • ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH 8403.1.6 IN THE 2020 NEW YORK STATE RESIDENTIAL CODE. CEMENT PARGING APPLIED TO THE EXTERIOR OF THE SEALWALL. THE PARGING SHALL BE DAMPPROOFED WITH A BITUMINOUS COATING, 3 POUNDS PER SQUARE YARD OF FOOTING D 'R c.• • ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.S.I. �, 4, C I✓►ETAIL ��: ' N.T.S. ���,,-'nN<�.� /i�vz,� • CONC. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER OCCUPIED SPACE. ACRYLIC MODIFIED CEMENT, 1/8-INCH COAT OF _ �" , -%•� �;�;� SURFACE-BONDING MORTAR COMPLYING WITH ASTM C • FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 887 OR ANY MATERIAL PERMITTED FOR • BRICK VENEER TO BE ANCHORED WITH (1) WALL TIE PER (3) SQ. FT. WATERPROOFING IN 8406.2. CONCRETE WALLS SHALL • FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 4'-0" O.C., TO DIRECT ANY CONDENSATION To THE EXTERIOR. BE DAMP-PROOFED BY APPLYING ANY ONE OF THE t �. 2�r ��; ?sem. 2£ ,� • APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. ABOVE LISTED DAIAP-PROOFING MATERIALS OR ANY oF ONE OF THE WATER-PROOFING MATERIALS LISTED IN - - • NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES OF 40 DEG. F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 8406.2 TO THE EXTERIOR OF THE WALL. • NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. SHEET TITLE • PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. SECTION A-A, • UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. PROVED TWO #4 DEFORMED BARS CONTINUOUS FOUNDATION IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. • CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT AS PER TABLE R402.2 PLAN • CONTRACTOR TO PROVIDE CONCRETE DELIVERY SLIP TO HOMEOWNER TO VERIFY 4,000 P.S.I. WAS RECEIVED. JOB NUMBER 2021 -64K SHEET NUMBER 1 OF 1 V OCCUPANCY OR USE IS UNLAWFUL APPROVED AS NOTED- WITHOUT CERTIFICATE DATE:.B.P.# OF OCCUPANCY FEE: 4D. BY: ` NOTIFY BUILDING DEPARTMENT AT 765-1802: 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE COMPLY WITH ALL CODES OF 2. ROUGH - FRAMING & PLUMBING NEW YORK STATE & TOWN CODES 3. .INSULATION 4. FINAL - CONSTRUCTION MUST AS REQUIRED AND CONDITIONS OF BE COMPLETE FOR C.O. SOUTHOLD TOWN ZBA ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW zb- �'/ SOUTHOLD TOWN PLANNING BOARD YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN TRUSTEES DESIGN OR CONSTRUCTION ERRORS. N.Y.S.DEC :FIRE I(NSPECTIbN RETAIN STORM WATER RUNOFF REQUIRED BEFORE: PURSUANT TO CHAPTER 236 OPENING . of THE TOWN CODE. Fire separation TRUSS Pi.AGARDING REQUIRED required as per NYS Code, PLUMBER-CERTIFICATION ON UA661 ONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER erior lighting SUPPLY SYSTEM CANNOT inAU stalled Or r ed or EXCEED 2/10 OF 1% LEAD. repaired shall conform to Chapter 172 PLUMBING Ix of the Town Code ALL PLUMBING WASTE ' WATER LINES NEED TESTING BEFORE COVERING Must provide Manuals D, J and S as per NYS Energy Code i NOTES PECON IC LAN w1mi6o' l NG WELLI'�N' ESS DRAWING ISSUE PROPOSED SCOPE OF WORK FINISH SCHEDULE NO. DATE ISSUED FOR PECONIC LANDING : 1500 BRECKNOCK SHEET# SHEETNAME ISSUE DATE PROPOSED RENOVATION OF GROUND FLOOR WELLNESS CENTER WITH 1100SQFT ADDITION TO EXISTING LOCATION CEILING/ WALLS BASE FLOORS COMMENTS - -- Z 0227/2020 SOUTHOLD DOB REVIEW NY 11944� WELLNESS CENTER'S FOOTPRINT. WELLNESS CENTER TO BE USED FOR EXISTING PECONIC LANDING SOFFIT N E S W N E S W 2 _-_ - RD. , G R E E N P O RT COMMUNITY. �T-001.00 TITLE SHEET 07/27/21 � STAGING AREA C-2 W-2 W-2 W-2 W-2 BB-1 BB-1 BB-1 BB-1 F-2 I 3 p w WINERY AND STORAGE C-2 W-2 W-2 W-2 W-2 BB-1 BB-1 BB-1 BB-1 F-2 iT-002.00 GENERAL NOTES 07/27/21 4 SCTM#._-' 00.0 3500000)_00025000 .� - FEMA NOTE > [--- � HALL C-2 W-2 W-2 W-2 W-2 BB-1 BB-1 BB-1 BB-1 F-2 I CJ __� - , ..,, � r ,- ✓ �, X --- --- -- G 001.00 EGRESS & ACCESSIBILITY PLAN 07/27/21 THE PROPERTY IS NOT IN THE SPECIAL FLOOD HAZARD AREA. NO CHANGES ARE BEING MADE TO THE U ADA BATHROOM- ___ -C_2 W-3 W-3 W-3 W-3 F-z iA102.00 Demolition Plan 07/27/21 6 ZONING INFORMATION FLOOD ELEVATIONS. MECHANICAL ROOM C-2 W-2 W-2 W-2 W-2 BB-1 BB-1 BB-1 BB-1 F-2 CELLAR STAIR VESTIBULE C-2 W-2 W-2 W-2 W-2 BB-1 BB-1 BB-1 BB-1 F-2 A103.00 Proposed Plan 07/27/21 COUNTY SUFFOLK ENERGY CODE STATEMENT OF COMPLIANCE _---.__-_-___._ BARN STORAGE- _i C-3 _ W-1 W-1 W-1 W-1 BB-1 BB-1 BB-1 BB-1 F-1 A104.00 Proposed Roof Plan 07/27/21 TO THE BEST OF MY KNOWLEDGE, BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDING IS W BLOCK 1 IN COMPLIANCE WITH THE 2020 ENERGY CODE COMCHECK ENERGY ANALYSIS IS ALSO PROVIDED IN THIS w GROUND FLOOR STAIR VESTIBULE C-1 _ W-2 w-z w-z w-z BB-, BB-1 BB-, BB-1 F-, ---- SUBMISSION SEE MEP DRAWINGS FOR ADDITIONAL DETAILS J A105.00 Reflected Ceiling Plan 07/27/21 CLOSET C-1 W-1 W-1 W-1 W-1 BB-1 BB-1 BB-1 BB-1 F-1 LOT 35 Z _ A201.00 Exterior Elevations GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION O LOWER LOFT __ _ c-3 __ w-, w-1 w-, w-, F_1 _ _ 07/27/21 WORK ON NUMBER OF FLOORS 1 O UPPER LOFT C-3 W-1 W-1 W-1 W-1 - - F-1 A301.00 Building Sections 07/27/21 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 INTERNATIONAL BUILDING CODE AND FINISH NOTES i A401 .00 Interior Elevations 07/27/21 ZONING HD/R-80 WILL COMPLY WITH 2020 SUPPLIMENTAL REQUIREMENTS, AND THE BEST TRADE PRACTICES. 2. CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE WALL TYPES ;A402.00 Interior Elevations 07/27/21 ZONING MAP GREENPORT J SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING T THISW-1 5/8"GYPSUM BOARD.FINISH W/1 COAT BENHAMIN MOORE REGAL FIRST COAT LATEX PRIMER(216)&2 COATS BENJAMIN MOORE AURA MATTE FINISH LATEX PAINT WORK. THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS (522).COLOR:TBD- - -- EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR W-2 5/8"MOISTURE RESISTANT GYPSUM BOARD.FINISH W/1 COAT ZINSSER BULLS EYE ZERO WATER BASED PRIMER&2 COATS ZINSSER PERMA-WHITE MOLD& W u LANDMARK USE INSTITUTIONAL DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE. THE -MILDEW-PROOFUROCKCE INTERIOR PAINT,COLOR:TBD- W-3 1/2"UUROCK CEMENT BOARD READY 10 ACCEPT TILE TOWN TRUSTEES JURISDICTION NONE CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE. VERIFY ALL w-4 6"STONE VENEER a CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE W-5 10"CAST IN PLACE CONCRETE WALL N ARCHITECT. U- BUILDING HEIGHT 38 FT 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE w-6 z"POWDER COATED HIGH PRESSURE LAMINATE RESTROOM PARTITION z PROJECT SITE WITH THE OWNER AND ARCHITECT. THE _ BASE TYPES o CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS BB-1 6"WOOD BASE FINISH W'/1 COr�T BENJAMIN MOORE REGAL FIRST COAT LATEX PRIMER(216)&2 COATS BENJAMIN MOORE AURA MATTE FINISH LATEX PAINT(522) DONE IN ACCORDANCE WITH THE APPROVED PLANS. CEILING TYPES OCCUPANCY USE GROUP 1-1 ASSITED LIVING FACILITY/B-BUSINESS 4. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF C-1 6/E"GYPSUM BOARD.FINISH Wr 1 COAT BENHAMIN MOORE REGAL FIRST COAT LATEX PRIMER (216)&2 COATS BENJAMIN MOORE AURA MATTE FINISH LATEX PAINT U.1 INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES -(522).COLOR WHITE DOVE SOC T7.------ ACCESSORY OCCUPANCY USE GROUP C-2 5/8"MOISTURE RESISTANT GYPSUM BOARD.FINISH W/1 COAT ZINSSER BULLS EYE ZERO WATER BASED PRIMER&2 COATS ZINSSER PERMA-WHITE MOLD& w REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. MILDEW-PROOF INTERIOR PAINT,COLOR WHITE DOVE#DC-17. K 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE SPRINKERS SYSTEM FULLY SPRINKLERED CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED C-3 C AND BETTER CLEAR WEST=PN RED CEDAR BOARDS � THIS APPLICATION IS APPROVED ONLY FOR WORK THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. FLOOR TYPES 1 " L � -�w� ,�•-�-� � ..�� INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY F-1 3/4"X 10"T&G RIFT SAWN''WHITE OAK W/WHITE OIL FINISH.STAGGERED JOINTS W/RANDOM LENGTHS MIN LENGTH TO BE 5 FT.IIL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR X CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY, TOOLS, - - - ---- --- - _- - ----- w SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY F-z DURo K READY T ACCEPT TILE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN w = AND TO PREVENT CONTACT WITH PUBLIC. --� STAIR � \ ACCORDANCE WITH APPLICABLE CODES. 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND S-, MATTE BLACK W/BLACK OXIDE FINISH 0 0 �O PROPERTY AND PROTECT THE SAME FROM INJURY 8. CONTRACTOR SHALL DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON AND FINISH.S. HEDIIL E 00 0 OQ ADJACENT TO SITE. 1 `!/2' a ❑ O� �� 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED BUILDING CODE ARY,LYSIS AND CODE NOTES i Consultants: AS A RESULT OF CONSTRUCTION FOR THIS WORK. i W OOH a 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT �� 1. CONSTRUCTION TYPE: CIVIL ENGINEER �� ❑ ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL TYPE : VB 2009 ICC A117.1 ACCESSIBILITY DIAGRAMS Young & Young �_ 0 ❑ ❑ I COMPLETION. r 3 Q 0 ❑ 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION/ FULLY SPRINKLERED ------, withinthsaer es:�LaR�,�d 400 Ostrander Avenue Z 00 ❑ ❑ I P CONIC LANDING MAIN OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. ' ----------, I i I wittiinttNssrea ❑ ❑ � I UILDING ENTRANCE � NUMBER OF STORIES: 1 STORY W/ CRAWL SPACE I I � I �� Riverhead, New York 11901 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL \ i i 12 sn1--- ,:,; Tel. 631.727.2303 F- ❑ ❑ ❑❑ ❑ ❑ AUTHORITIES. ( j.J i j''a:: - ' [ ) I 0 o LOCATION OF 2. OCCUPANT GROUP: ------ ' Q 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND N O O PROPOSED WORK MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND GROUP I (INSTITUTIONAL) l �I STRUCTURAL ENGINEER a0❑0 00 Q ❑ I INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE GROUP B (BUSINESS) z�:k \ '� 53 I JOHN CONDON El DO O O❑ ❑ I CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR I 1755 Sigsbee Rd, Mattituck, NY 11952 O O OO O ❑ DURING HE CON RACTOR SHOALL LAY OF THE UT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED 3. AREA OF RE it tbI P.Nt Ap,u,,ch,Push Olde ' Phone: (631) 298-1986 0 W '\O O 0 ❑ ❑ I - (al Fran[FSpprn.�c�i,P,�tP Ssc1e (b}F,ant App,n•:ch,push Side NOVATION: �<: t �_ _ �_________-_ I- 0 00 Q� O ❑ FOR OTHER TRADES (SPRINKLER, MECHANICAL, PLUMBING, ELECTRICAL, ETC.). 2 287 SQ.FT. ; - ----- -- .^__� O O 15.SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS ' r ' ^°'° m;r W O O LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- El IGN- MEP ENGINEER ❑ f 4, OCCUPANT LOAD: (PEP, 2020 IBBC: CHAPTER 10, TABLE 1004.5) l / fI`i'''� <' JOHN CONDON 0 OFFS. _ `� + - 3 l- _ tP I 1755 Si sbee Rd Mattituck NY 11952 O 16.THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF FLOOR AREA: OUTPATIENT TREATMENT AREAS: 662 SQ FT / 100 7 OCCUPANTS 9 > z -k THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE; BUSINESS AREAS: 1595 SQ FT / 150 = 11 OCCUPANTS �� "---- � r Phone: (631) 298-1986 W °� THE JOB. ' RESTROOM: 175 SQ FT/100 = 2 OCCUPANT � °s �0 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY~ Q �� �d� CAPPED OR PLUGGED. iraH;rsm,sppra­,.rull5de to}ItsaAppra®ah.Pon sde E w _ 1 o 0 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE , NUMBER OF OGCUF'ANTS: TOTAL: 20 OCCUPANTS , fl,n. - 1�, - z \ 2� O OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN 3a,, ------i i- z ° OP - ' -r-r ---- ---1 1 �+1 Architect of Record: o ydm �\A MATERIAL AND/OR WORKMANSHIP. THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE I 1 1 z4 min 5. EXITS REO RED- :,,1 �' ==m,n. �. N CONTRACTOR TO THE OWNER. ( § ' ��` NOS 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OFm OCCUPANT LOAD < 2500 SQ.FT REQUIRES MINIMUM OF 2 EXIT (PER 2020 IB. BUILDING .' I I 1 _ o QUALITY AND COMPLETENESS. { CODE-::SECTION 407.4.4.6.1) ISAAC RAE SKILL, N LOCATION MAP NOT TO SCALE 20.THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF NUMBER OF EXITS REQUIRED BY OCCUPANT LOAD: 2 � 11575 Main Bayview Road F BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. '&4 Min(137D)if cioser t pray NUMBER OF EXITS PROVIDED: 3 ; Southold NY 11971 0 21.NO WORK SHALL BE DONE, EXCEPT BETWEEN THE HOURS OF 9:00 A.M. AND 5:00 P.M. MONDAY ! 1 �.�� ail 'ASSOCIATED FILINGS THROUGH FRIDAYS. EXCEPT AS OTHERWISE AGREED TO, No WORK SHALL BE DONE oN sATURDAYs; MAXIMUM TRAVgL DISTANCE TO BUILDING EXIT . 250 FT (PER 2020 IB. BUILDING CODE: �I •trjht•:r ;6tM �� �'�SUNDAYS AND HOLIDAYS, AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE 1 "¢�'`"`"�- "` `k r" �"�'"°`' � s�i1acew SECTIO��I h1017.2) Contact; Isaac Clay,Coffey 0 SUFFOLK COUNTY DEPT OF HEALTH SERVICES APPROVAL DISTURBING TO BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M.a 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS ACTUALTRAVEL DISTANCES (REF. G-003 EGRESS PLAN): 1 (0)HinwApproaei,.pushSide ({)taithApprpaah,gupg{da 0 =- NYS LIC#039767 Z SOUTHOLD TOWN PLANNING BOARD APPROVAL OUTLINED IN THE ALTERATION AGREEMENT i ROUTE 1: 127'-0" (�' D 23. THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED ROUTE 2: 186'- 0" .' ' ;' C T. 347-276-6093 E. clay@Isaac-rae.com J NEW YORK STATE DOT CASE NUMBER 24. PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING, HEATING AND INTERCOM i �° a LINES. j ROUTE 3: 122 -0 \. ROUTE 4: 199'-0" ----� SITE PROTECTION PLAN: ( ,I`> EGRESS WIDTH PER OCCUPANT SERVED: (0.2) x 20 PERSONS = 4.0 IN ,� -ksa,a,r=2�, W 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE � °3eF" '" ' Project: a OCCPANCY SIGNAGE EGRESS AS REQUIRED BY NEW YORK STATE, SOUTHOLD TOWN AND SUFFOLK COUNTY / 4Dm 6. EXITS PROVIDED AND DATA: (a,LataE Apprgaeh,PushSida P ECO N I C LANDING 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED \? ONE (1) @EXISTING EXIT AT BACK OF HALLWAY 3'-0" } DWELLINGS,AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL t BE STRICTLY OBSERVED. .. ONE (1) @ EXIST'ING EXIT TO MALL AT STOREFRONT 6'-0" (2 LEAVES X 3'-0") CLEAR WIDTH WELLNESS CENTER W - OCCUPANCY IaY hIC1R- - , , a I I I I 3.HEALTH REQUIREMENTS. SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF ONE (1) @ EXISTING EXIT AT FRONT OF HALLWAY @ 3 -0 36 min 33m<n 3smn 1500 BRECK NOCK RD (, { t SECTION NUMBER DOOR NUMBER 915 BAD 840 0 I OCCUPANCY BY MORE THAN � I fNUIt1S�R1 PERSONS AS I DUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY � � - O - _ d � �" \, S1 SHEETNUMBCR (SEEOOORSCHEDULE) r-- - --� �-- - --�-- -� -GREENPORT NY 11944 0- I I I E Y(N M ER) P RSON AS BY I FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. \, I I I 1 t T t i ! n l ! 9 ) , FrojeCt NO.: I PERSONS I5 DANGEROUS AND 3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW t A. MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE R , W t �/ Y I I (NUMBER) PERSONS AS I RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT'>a BOLTS ARE PROHIBITED. t I I i I t IR-02 I UNLAb t i U I I I rr \1 - DETAIL INDICATOR 1 WINDOW NUMBER { , , ( t Z I I I CTYPE OF OCCUP,��N�Cy, OR BY I MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. ! B. A CLEAR AISLE BETWEEN EXITS OF 36" SHALL BE MAINTAINED FREE OF FIXTURES / � - (SEE WINDOW SCHEDULE) , , , , , 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING �+ I .. I I ( --- t •„ - t Seal/Signature: W ( MAINTENANCE CODE, AND, WHERE APPLICABLE, THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL ` t t I I t I (NU103ER) PERSONS AS \, MERCHANDISE AND OTHER OBSTRUCTIONS. � ___ J _____�_____� _ r I CERTIFICATE OF OPERATION NO.XXXX I I (TYPE OE_CCCUP;9' CY ( BE STRICTLY OBSERVED. C. ILLUMINATED EXIT SIGNS SHALL BE PROVIDED AND SHALL CONFORM TO 2020 IB. !` 1 OrTAIL NUMBER COLUMN NUMBER (a)Single Space (b)Multiple Adjacent Spaces I I I IS DA'kGEROUS AxtiD ItNI Al°/FUL ( 5.STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR s1 - SHEET Fig,$02Z BUILDING CODE Width of a Wheerchair Space in Assembly Areas o1. I I I ( CONTRACTED WORKERS ; t COMMISSIONER, 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH l ' I COPrIMISSIONER, DEPT,OF BUILDINGS, I I I�t�E�LIC ASSEN.DLY DEPT.OF I \r 1 I I � r------� CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT 7. FIRE RESISTANCE RATING REQUIREMENT PER 2020 IBBC, TABLE 601 UE'(AILCLUUDMARKF:R ^ REVISION'CLOUD MARKER �_ _ _� I t D��C f 1 I LICENSE NO- I ( ) N CITY OF NEW YORK BUILDINGS,CITY �: f t 1 I I I 't w ( FEDERAL HOLIDAYS �, BUILDING ELEMENTS: �' �--�--� � � t :; , , - , 'CO I 1 I gni+'HERE APPLICABLE) OF NEW YORK �� � �0►• ��► C,-,s C�.c` <�) = 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR > i, t t I [ �, _ _ J L - .� - ,-, - ,-.. .-. .m.. .-. �.. ..,. . - - - � STRUCTURAL FRAME (COLUMNS, ETC): O HR +DD � UNE INDICATING t � I £� C! OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED -- _ 12"MIN, _ BEARING WALLS EXTERIOR 0 HR t� - LEVEL INDICATION --' -- OBJECTS ABOVE ; � �� ; � v� � � �� � CW ��7 (C� v 'SIGNAGE FOR MULTIPLE PURPOSE ROOM THEREIN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS (EXTERIOR): Note:[0'-0"]y+ ' liv U) ' i TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE \%' NON BEARING WALLS (EXTERIOR): 0 HR 1D- - LINEINDI ING ti,TH DIFFERENT OCCUPANT LOADS REQUIREMENTS OF SOUTHOLD TOWN &SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS `t,y ( ) OBJECTS Low = ANTICIPATED DURING THE WORK, THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF NON BEARING (INTERIOR): 0 HR 0 BATHROOM GENDER SIGNAGE SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, r` FLOOR CONSTRUCTION ( INCL. SUPPORTS): 0 HR a - WALL TYPE - CABINET MARKER (P _ Q I taJ Front or RoarAccess (b)Side Access OA 0 3 z INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH t BASED ON FIRE SEPARATION DISTANCE (PER 2020 IBBC, TABLE 602) Fig.802.4 97 y a DISRUPTION. ~ Depth of a Wheelchair Space it Assembly Areas -44 z EXTERIOR WALLS: 105X< 30: 0 HR OF hDI' U) ABREVIATIONS ..." - -�.. _..... '� ! SYMBOL LEGEND J Q BATHROOMS MUST BE PROVIDED AFF ABOVE FINISHED FLOOR CL. CLOSET EL, ELEVATION B.Q. BY OTHERS/OWNER LAM. LAMINATE N.I.C. NOT IN CONTRACT R.A. RETURN AIR TEL. TELEPHONE WITH GENDER IDENTIFICATION GL. GLASS L.V. LOW VOLTAGE NO. NUMBER REV. REVISE/REVISION T.B.D. TO BE DETERMINED SIGNS A.P. ACCESS PANEL COL. COLUMN Eh1ER. EMERGENCY ACOUS. ACOUSTICAL CONC. CONCRETE EQ. EQUAL GRL, GRILLE MATL MATERIAL O.C. ON CENTER R,O. ROUGH OPENING TYP. TYPICAL Date: Scale: ADJ, ADJACENT CONST. CONSTRUCTION EQPT. EQUIPMENT GFI. GROUND FAULT INTER. MAX. MAXIMUM OPNG OPENING SCHED. SCHEDULE U.O,N. UNLESS AS NOTED a O A/C AIR CONDITIONING CONT. CONTINUOUS EXIST. EXISTING GWB GYPSUM WALLBOARD MECH. MECHANICAL OPP./OPH OPPOSITE/OPPOSITE HAND OTHERWISE SECT. SECTION Drawing Title: AL. ALUMINUM DTL. DETAIL EXT. EXTERIOR HNDRL. HANDRAIL MTL. METAL PTD. PAINTED SHT. SHEET NOTED I' DIM. DIMENSION MIN. MINIMUM PARTN. PARTITION V.I.F. VERIFY IN FIELD TITLE SHEET APPROX. APPROXIMATE FIN FINISH HDWD. HARDWOOD 51M. SIMILAR VT/VCT Eri ARCH. ARCHITECTURAL DR. DOOR FIN. FL. FINISH FLOOR HVAC HEATING,VENT.&A/C MISC, MISCELLANEOUS PL PLASTER SC SOLID CORE 7 � BLKG BLOCKING DBL. DOUBLE FPRF. FIREPROOF H.M. HOLLOW METAL MLDG, MOLDING PLYWD.,PLY PLYWOOD SQYT. SQUARE FOOT VINYL D �I" V CLG. CEILING DM DOWN 5.C, SELF-CLOSING HORIZ. HORIZONTAL MTD. MOUNTED POS. POINT OF SERVICE S.STL. STAINLESS STEEL COMPOSITION TILE D DWG. DRAWING MUL. MULLION QTY. QUANTITY WI WITH Drawing No.: C.H. CEILING HEIGHT FL. FLOOR IN. INCHES STD. STANDARD C) CL. CENTER LINE EA. EACH FLUOR. FLUORESCENT INSUL. INSULATION NOM. NOMINAL BEC. RECESSED STL. STEEL WD. WOOWIO D AUG 1 8 2021 N, C.T. CERAMIC TILE ELEC. ELECTRIC/ELECTRICAL FT. FOOT/FEET J.B. JUNCTION BOX N.A. NOT APPLICABLE � REQ'D REQUIRED STOR, STORAGE N FiJTT.DIIING i?F.I'T. Aw In "y 0-J"'\T� , ■ NOTES DRAWING ISSUE NO. DATE ISSUED FOR GENERAL NOTES : 1 02,27,2020 SOUTHOLD DOB REVIEW NAILING SCHEDULE PLAN CONTENTS: NEW YORK STATE 2020 INTERNATIONAL BUILDING CODE /2018 Supplement 2 DESIGN CRITERIA 2020 INTERNATIONAL BUILDING CODE 12018 SUPPLEMENT 3 WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION_. Business group-B, Institutional Group I-1 SEE OCCUPANT LOAD CALCULATIONS ON A101.00 4 CONSTRUCTION NOTES: _______ --- -----_- ------ - BUILDING USE _ ASSISTED LIVING FACILITY 5 1). RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL � 1. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION -- _ -Q-Y. SPACING NOTES BUILDING HEIGHT 38' _Q" 6 When a collar tie is used in leu of a ridge strap, the number of 10d common nails required - -- - - ----- ---- WORK AND CONSTRUCTIO MEET THE REQUIREMENTS OF THE 2015 in each end of the collar tie need not exceed the tabulated number of 8d nails in thea strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL p. TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION 2287 SQ. FT INTERNATIONAL RESIDENTIAL BUILDING CODE AND NEW YORK _ DEPARTMENT OF STATE 2017 UNIFORM CODE SUPPLEMENT. CEILING JOIST 8'WALL: 3-8d COMMON EACH 2). RAFTER-TO-WALL ASSEMBLY: TOE-NAIL 2. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS (DO Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in To TOP PLATE__ 10'WALL: 4-8d COMMON JOIST DESIGN CRITERIA 2020 INTERNATIONAL BUILDING CODE/2020 NY STATE NOT SCALE DRAWINGS). accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters CEILING JOIST TO AS PER TABLE 3.7 EACH FACE --- ----- 3. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM-SBC LAP NAIL FRAMING ELEMENTS ------- AS_PER_FLOOR PLANS. _NS CROSS SECTION AND GENERAL NOTES OPENINGS. the to the wall stud with uplift connections. Roofs overhanging the rake side of the building CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE - 4. REFER TO CIVIL ENGINEERING DRAWINGS FOR GRADING PLANS shall be connected with uplift connections in accordance with table 3. c. p 3OVER PARTITION WFCM-SBC LAP NAIL 5. REFER ARCHITECTURAL DRAWINGS FOR BUILDING ELEVATIONS - WALL-TO-WALL ASSEMBLY: COLLAR TIE � AS PER TABLE 3.4 EACH FACE � SLAB ABOVE STAGING 100 3 6 INCLUDING SLAB AND FINISH FLOOR ELEVATIONS )' TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONSWall studs above and studs below a floor level shall be attached with uplift connections in -_- _ - ______ 6. 130 MPH WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT (LIVE LOADS PSF) I BARN FLOOR 125 DURING CONSTRUCTION. accordance with table 3.3b. When wall studs above do not fall in line with studs below, the BLOCKING 2-8d COMMON EACH TOE 2018 INTERNATIONAL I ROOF GROUND SNOW LOAD studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NAIL ( ) ASCE FIG. 7-1 20 accordance with table 3.3. RIM BOARD EACH END BUILDING CODE/2020 ROOF (LIVE LOAD) ASCE FIG. 7-1 20 LL FOUNDATION NOTES: 2- 16d COMMON 0 4). WALL ASSEMBLY TO FOUNDATION: To RAFTER j END NAIL NYSTATE STAIRS 4 N 1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS, First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift I GAURDRAILS (ANY DIRECTION) 20 connectors. Steel straps shall have a minimum embedment of 7 inches in concrete 1l1/ALLERAMING ELEVATIONS, DETAILS AND NOTES TO DETERMINE INTENDED HEIGHTS NAIL NAIL I ------ W OF FINISHED FLOORS ABOVE GRADE. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION NOTES (DESIGNED FOR CAT.C) Z 2. GENERAL CONTRACTOR TO RETAIN SURVEYOR TO SET OR VERIFY the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the _ QTYSPACING EXPOSURE CATAGORY TOP PLATE TO PER FACE NAIL bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt 2- 16d COMMON LOAD PATH I SEE CONSTRUCTION AND WIND PATH CONNECTION 3 DATUMS AND FINISHED FLOOR ELEVATIONS s acin is to be s aced and sized in accordance to table 3.2a. In addition to s acin TOP PLATE FOOT SEE NOTE: 1 3. DRAINAGE AS REQUIRED BY HALL MEET THE REQUIREMENTS OF THE spacing p p g (ROOF - _-_ DETAIL PAGE & GENERAL NOTE PAGE anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE THIS APPLICATION IS APPROVED ONLY FOR WORK 2015 INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE __ _ SEE GENERAL NOTE PAGE ------ - -------- ---- - INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL W ORM CODE SUPPLEMENT. --- EGRESS ___- _ SEE_FLOOR PLANS AND WINDOW SCHEDULE STUD To 24" FACE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR DEPARTMENT OF STATE 2017 UNIFORM W 4. ALL FOOTINGS MUST REST ON APPROPRIATE BEARING MATERIAL SEE 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: 2- 16d COMMON Sym.: I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN = STUD O.C. NAIL FIRE PROTECTION ACCORDANCE WITH APPLICABLE CODES. STRUCTURAL ENGINEERS DRAWINGS FOR ADDITIONAL DETAILS Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior I SEE FLOOR PLANS attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field and HEADER TO 16"O.C. FACE (SMOKE & CO2 DETECTORS) giSMl 0 5. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE ' 16d COMMON -�- F HEADER ALONG EDGES NAIL BY MANUFACTURER - STRUCTURE TO BE INSTALLED WITH #5 RE-BAR MIN 18" LONG AT 12"O.C. 1/2 inch sum wallboard on the interior attached with 5d cooler Halls at 7 o.c. at ane/ TRUSS DESIGN MIN EMBEDD TO BE 9" USE APPROVED EPDXY FOR ANCHORING edges and 10" o.c. in the field shall be in accordance with the length requirements specified -- - ------- -- gypsum 2- 169 COMMON PER 2x4 STUD END ENERGY CALCULATIONS -____-___._ ___- _ _____ COMCHECK cr in table 3.15a-b. g q TOP TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL - - Consultants: <CIL 6. UNLESS OTHER WISE NOTED, ALL SLABS ON GRADE TO BE 4000P.S.I. - -- - ---- - -- - - - - - --- -- -- CONCRETE TO BE POURED AT MIN 4" THICK SAND OR GRAVEL FILL WITH BOTTOM PLATE TO: 0 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: PER FACE NAIL CLIMATIC& E RAPS DESIGN CRITERIA CIVIL ENGINEER FLOOR JOIST, BAND JOIST, 2.- 16d COMMON W 6X6 WIRE MESH REINFORCING. SLAB THICKNESS TO BE MIN 5 THICK. Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROS WINTEf� ICESHIELD FLOOD Young & Young o END JOIST OR BLOCKING 7. ALL FILL TO BE COMPACTED TO 95% RELATIVE DENSITY AT 6 MAX LIFTS length adjustment factors in table 3.16. -- --- SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN 400 Ostrander Avenue Z 8. CRAWL SPACES TO CRAWLOVIDED PACES 01TH MIN.HAVE 8X4"X 4" ACCESS RON OPENING. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING:-- --__--.__ __ ___.--- - __ _._-_.__.__ _ LOAD (MPH) CATEGORY DEPTH', TEMP. REQUIRED HAZARDS Riverhead, New York 11901 9. UNCONDITIONED C S NAIL NAIL I Tel. 631.727.2303 Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when JOINT DESCRIPTION NOTES 20 LBS. 130 B I SEVERE I 3 FT. MODERAT SLIGHT TO 11 NONE FOUNDATION VENTS FOR EVERY 150 SQFT OF AREA g p p _ QTY. SPACING i i - Xinterior shearwalls are used. Sheathingand connections shall be in accordance with ---- - __-. - - -.__ -___ _- 1 I TO HEAVY MODERAT Z 10. DAMPPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS 3.5. 2.4.4.2 and 2.2.4 respectively. JOIST TO. PER TOE - STRUCTURAL ENGINEER REQUIRED BY 2015 INTERNATION BUILDING CODE AND NEW YORK 4- 3d COMMON SILL, TOP PLATE OR GIRDER JOIST NAIL JOHN CONDON DEPARTMENT OF STATE 2017 SUBPPLEMENTAL CODE. A 6 MIL ----- ---- - ---------T------ - AROUND EXTERIOR WALL OPENINGS: BRIDGING EACH TOE 1755 Sigsbee Rd, Mattituck, NY 11952 W POLYETHYLENE FILM SHALL BE APPLIED TO THE BELOW GRADE PORTION Header and/or girder connections shall be attached with uplift connections in accordance To JOIST 2-3d COMMON END NAIL Phone: (631) 298-1986 Q OF EXTERIOR WALLS PRIOR TO BACKFILLING with table 3.5. Window sill plates shall be have steel connectors in accordance with table BLOCKINGEACH TOE 2-3d COMMON MEP ENGINEER w TO JOIST % END NAIL FRAMING NOTES 9). CATHEDRAL CEILING ASSEMBLY: --- -- --- ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: JOHN CONDON o BL OCKING TO: I EACH TOE ------ - ------ - - Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3-1�r' COMMON NAIL SPACING NAIL �'� g o _SILL OR TOP PATE -- BLOCK NAIL ST ACING AT INTERMEDIATE 1755 Si sbee Rd, Mattituck, NY 11952 Z 1. ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge ,___ _____-__ SHEATHING LOCATION NOTES 4 PERIMETER EDGE ZONE - AT PANEL EDGES SU_P; RTS IN THE PANEL FIELD Phone: (631) 298-1986 along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE attached with the above requirements. -------TO-BEAM - - JOIST NAIL __________- W 2015 INTERNATIONAL BUILDING CODE AND NEW YORK DEPARTMENT 13- 116d COMMON 8d COMMON @ 6" O. . 8d COMMON @ 6" O.C. SEE NOTES:1,3 OF STATE 2017 UNIFORM CODE SUPPLEMENT. q - SEE NOTES:1(BOT HFIELDS) 0 2. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2 JOIST ON LEDGER j 3-,3d COMMON PER TOE INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. ' INSULATIONTO BEAM JOIST NAIL ___ _ _ NOTE:2 FOR PANEL FIELD Z OR BETTER, UNLESS OTHERWISE NOTED ON THE PLANS -------- 0 BAND J @- -- - --- - -t --- -- GABLE ENDWALL RAKE AND RAKE TRUSBd COMMON 4" O.C.. 8d COMMON 4" O.C. SEE NOTES:1,3 Architect of Record: JOIST PER END a 3. INTERIOR METAL FRAMING SHALL BE 18 GAUGE OR BETTER UNLESS 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE 2015 IBC AND ! 3-16d COMMON � OTHER WISE NOTED ON THE PLANS TO JOIST JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ISAAC - RAE 4. FLOORS, WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 2017 SUPPLEMENTAL CODE -- BAND JOIST TO: PER TOE NAIL Z INCHES O.C. UNLESS NOTED 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HERS RATING SILL OR TOP PLATE 12 -16d COMMON FOOT SEE NOTE: 1 N 11575 Main Ba view Road 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Y 5. UNLESS OTHERWISE NOTED , ALL BEARING WALL HEADERS TO BE (2) 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER ROOF SHEATHING: the 4 foot perimeter edge zone attachments required shall be used. Southold, NY 11971 2X10 #2 + BTR. DOUG. FIR.BEARING WALL HEADERS TO HAVE (2) JACK 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER NAIL NAIL W JOINT DESCRIPTION QTY. PACINGnailspacing g 9 Y Y STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER _ _ 2). Tabulated 12 inch o.c. s acin assumes sheathing attached to rafter/ truss framing members with G>0.49. Contact; Isaac Cla Coffey Q LVL HEADERS TO HAVE (3) JACK STUDS AND (2) FULL LENGTH STUDS For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. NYS LIC#039767 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. STRUCTURALPANEL 8d AS PER TABLE 3.8 Z ON EACH SIDE OF OPENINGS. BEARING WALL WINDOW SILLS SHALL WFCM -SBC ALSO HAVE (2) WINDOW SILL PLATES FOR 2X4 WALL OPENINGS 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/ truss framing members with G>0.49. For T. 347-276-6093 E. clay@isaac-rae.com REQUIRED INSULATION AS FOLLOWS framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches O.C. BETWEEN 4'1 AND 6'0 AND 2X6 WALL OPENINGS BETWEEN 611 AND 8'9. CEILING_SH-EAT-HiNG- -- PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. NAIL NAIL • CEILINGS : 4 SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 per inch. JOINT DESCRIPTION, I 6. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY QTY. SPACING WITH ROCKWOOL R23 5-1/2 for total of R49 - SHEATHING REQUIREMENTS FOR 130 MPH WIND ZONE GALVINIZED HANGERS AND ANCHORS WHERE APPLICABLE TO ALL WALLS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. GYPSUM 5d COOLERS 7" O.C. EDGE NAIL SPACING NAIL SPACING AT INTERMEDIATE Project: 3 CONNECTING JOISTS. WALLBOARD 10"O.C . FIELD SHEATHING LOCATIO NOTES U- 7. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE WITH ROCKWOOL R15 3-1/2 FOR TOTAL OF R34.5 AT PANEL EDGES SUPPORTS IN THE PANEL FIE D P ECO N I C LANDING o FLOORS: 3 SPRAYED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER SEE NOTES: 1 3 BOTH FIELDS � WALL SHEATHING: _ ___ 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. FLOOR SHALL BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS FOR TOTALNOTE: 2 FOR PANEL FIELD WELLNESS CENTER UJ S ABS 3I EXPONED POLYSTYRENE INSULAT 0 OFOR R12 JOINT DESCRIPTION NAIL NAIL ----- -- - ---- 1-- - - -- -- 1500 BRECK NOCK RD NOTED ON PLANS. QTY. SPACING INTERIOR ZONE 8d COMMON @ 6" 0.0. 8d COMMON @ 12" O.C. SEE NOTE: 3 8. 7 . PROVIDE 2 - 1-3/4 THICK MICROLAMS HEIGHT TO MATCH FLOOR a PLUMBING NOTES 1 ---- -- -- - REENPORT, NY 11944 _ ) ( STRUCTURAL 8d COMMON AS PER TABLE 3.9 NOTES Project NO.: W JOISTS) AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS 1. All water supply,I draina a and venting to be installed as per IBC 2015/2017 PANELS wFCM -sec IR-02 pp Y, g g p ---- ----- ---- I----------- --- - - -- UNLESS OTHERWISE NOTED (TYPICAL). SUPPLEMENT , and shall meet Suffolk County Health Department requirements as 7116"OSB 3"O.C. EDGE 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment Z 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID 6d COMMON Seal/Signature: W stated on septic permit PLYWOOD 6"O.C. FIELD requirements shall be used. UJ BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS. 2. Verif se tics stem with the En ineer for Suffolk Count Health De Department GYPSUM ). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. Y p Y g Y p 7" O.C. EDGE 5d COOLERS members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be � approval. WALLBOARD i 10" O.C . FIELD o INSTALL DRAFT BLOCKING AS NEEDED. 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related ---- reduced to 6 inches o.c. 3 For exterior panel siding, alvinized box nails shall be permitted to be substituted for W 11. UNLESS OTHERWISE NOTED, ALL ROOFS AND WALLS TO HAVE A work,provide adequate bracing and plates to protect and secure the structure. Verify FLOOR SHEATHING: _ _ p g, g p D a N MINIMUM 1/2" THICK, 4-PLY FIR CDX EXTERIOR SHEATHING GRADE with the state code and manufacture's recommendation for maximum hole size and 1 NAIL NAIL common nails. .� �' �'Cy� w JOINT DESCRIPTION , Y PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. spacing permitted __ _- _ QTY. _ SPACING 4). PROVIDE 5/8 TYPE-X SHEETROCK FIRE STOPPING AT 10 0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Ca � 0 12. UNLESS OTHERWISE NOTED USE 3/4" THICK T&G PTS FIR OR -s STRUCTURAL PANELS 8d C01�1MUN 6"O.C. EDGE 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. ' �-� ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE __ 1"OR LES_ S _ 12"O_.C_. FIELD AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED HVAC SYSTEM NOTES 6). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER 2015 IBC/2017 Supplement OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: �1�.E6�QO001N�-NOTES 0 13. ALL BATHROOM WALLS TO HAVE 5/8" THICK MOISTURE-RESISTANT THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN - - ,�` 03976 O Z SHEETROCK. requirements. SCHEDULE NOTES ONLY. AS REQUIRED BY CURRENT 2020 NYS CODE- FIREBLOCKING REQUIRED tel' 14. 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8" TYPE X 2). HVAC subcontractor is to fully coordinate all system data and requirements with the FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL)AND TO OF t� equipment Supplier. 1). Nailing requirements are based on wal sheathing nailed 6"on-center at the panel edge. If FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. W SHEET ROCK AND TO MEET ANSI/UL 263 AND UL DESIGN NO. U419 wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS 15. 2 HR FIRE RATED ASSEMBLYS TO HAVE TWO LAYERS OF 5/8 TYPE X 3). HVAC subcontractor to provide final system layout drawing / shop drawings and submit it to requirements for structural members shall be doubled, or alternate connectors, such as shear 1). IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS. Q SHEET ROCK AND TO MEET ANSI/UL 263 AND UL DESIGN NO. U419 the General Contractor and owner for final review and approval. plates, shall be used to maintain load path. CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR 16. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER ELECTRICAL NOTES: 2). When wall sheathing is continuous over connected members,the tabulated number of nails BLANKETS OF MINERAL OR GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS shall be permitted to be reduced tot - 16d nail per foot OF STUDS OR STAGGERED STUDS. SHIELD, HENRY BLUE SKIN OR APPROVED EQUAL. 2). AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP Date: Scale: 17. ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS 1). All electrical to be installed as per IBC 2015/2017 SUPPLEMENT CEILINGS AND COVE CEILINGS. AS NOTED � 2 All electrical work shall be a roved b a qualified Underwriter.18. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE )� pp Y q 3). IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER Drawing Title: 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE. Ln PRESSURE TREATED. SILL PLATES TO BE INSTALLED WITH FOAM SILL 4). AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE OF FLAME AND GENERAL NOTES � GASKETS AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. by current PRODUCTS OF COMBUSTION. LIDN.Y.S. Residential Construction Code. 5). RECOMMENDED FIRE BLOCKING PRODUCTS BOSS 814 OR APPROVED EQUAL TO MEET ASTM E-814(UL 1479) N Drawing No.: N N 1 GENERAL NOTES N 1/4" = 1'-0" ---------- - - -- - - - r` ■ 66CUPANT GROUP PLAN LEGEND TRAVEL DISTANCE FROM POINT A TO EXIT 1.- 12T-0" BUSINESS AREAS NOTES GROUP,r INSTITUTIONAL;GROUP-13-BUSINESS F—= EXISTING WALL TO REMAIN TRAVEL DISTANCE FROM POINT A TO EXIT 3: 186-9" AREA&EGRESS CALCULATIONS E= NEW 3 5/8"METAL STUD FRAMED WALL,SEE FINISH SCHEDULE FOR FINISH MATERIAL TRAVEL DISTANCE FROM POINT B TO EXIT 1: 122'-0" SPACE TYPEI NAME SF AREA OCCUPANCYLOAD TOTAL% INSTITUTIONAL AREAS OFFICES 455 SF(GROSS) SF/150=3 OCC UPANTS 20% TRAVEL DISTANCE FROM POINT B TO EXIT 2: 199'-0" DRAWING ISSUE EGRESS PATH 0 EXAM ROOMS 05 SF(GROSS) SF/100=7 OCCUPANTS 28% NO. DATE RESTROOM AREAS ISSUED FOR HALLWAY 507 SF(GROSS) SF 1150=4 OCCUPANTS 22% EXIT SIGN;REF.RCP FOR FULL SPEC AND LOCATION JL EXIT 2 RECEPTION 541 SF(GROSS) SF/150=5 OCCUPANTS 241% 3 RESTROOM 149 SF(GROSS) SF/100=1 OCCUPANTS 6% F.E.C. WALL MOUNTED FIRE EXTINGUISHER 4 TOTAL 2,287 SF(GROSS) 20 OCCUPANTS 100% "Lo r 5 6 EXITS PROVIDED 7 EXIT WIDTH 8 EXIT I YCLEAR 9 EXIT 2 2 LEAVES X(Z-8 114-)CLEAR EACH 10 11 EXIT 3 &CLEAR EXITS CAPACITY REQUIRED DRAWING REVISIONS OCCUPANTS X INCHES1 OCCUPANT-2 NOTE:TOTAL WIDTH 0, (INCHES PER OCCUPANT) REQUIRED No. DATE REVISION LESS THAN MINIMUM REQUIRED 20 B(rr WIDTH OF 36'CLEAR 2 EGRESS TRAVEL DISTANCE 3 ROUTE DISTANCE 4 POINT A TO EXIT 1 12r-or(<2W MAX DISTANCE TO EXIT) 5 POINT A TO BUT 3 IW-Cr(<250 MAX DISTANCE TO EXIT) 7 POINT B TO EXIT 1 12Z-(r(<250 MAX DISTANCE TO EXIT) 8 POINT B TO EXIT 2 1W-(r(<250 MAX DISTANCE TO EXIT) 9 io MAX COMMON PATH OF TRAVEL PROVIDED 964r(MAX ALLOW 2517) 12 E THIS APPLICA71ON IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPI ICABI E CODES_ 6'_0- W 10" 6" L MIN. ;0.. 00 1 v- -\J 0 CLEAR W 3 -0 , Z z L < CLEAR W 26 , C3 _J W Applicant of Record: RECESSED FIRE 0 0 ------- -- - EXTINGUISHER CABINET _J F .E.C. 96ii; _,4 -401 r 2'-0 ISAAC RAE 0. a- 11575 MAIN BAYVIEW RD SOUTHOLD, NY 11971 CNI Contact; Isaac Clay Coffey \IRR ��T 36'�0 NYS LIC#039767 CHAIR RAIL,AS SCHEDULE 2 T. 347-276-6093 E. clay@isaac-rae.com co NEW ADDITION 12 0 SQFT Lf) Cl) 3 BASE AS SCHEDULED INTERIOR RENOVATION 1300 SQFT Pr(oject: PECONIC LANDING FIRE EXTINGUISHER NOTE: ADA COMPLIANT TYPE"ABC"ALL PURPOSE CHEMICAL FIRE EXTINGUISHER&CABINET TO BE WELLNESS CENTER FURNISHED AND INSTALLED BY GENERAL CONTRACTOR AT A HEIGHT OF X-0"MAX. 1500 BRECK NOCK RD GREENPORT, NY 11944 FIRE EXTINGUISHER RECESSED EXIT Project No.: IR-02 Seal/Signature: T-F CLEAR d, m Date: Scale: AS NOTED -ini Drawing Title: C) EGRESS & ACCESSIBILITY PLAN UP) C14,, Drawing No.: C) EGRESS PLAN 1/8" -011 001000 .. ... t - ' 4. 2=1 - - - NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 02/27/2020 SOUTHOLD DOB REVIEW 2 3 4 5 6 __.........._._ .................._._.. _...._.. .. V \ � J \ , W \ Q \ LL O 1 --- - — O W 3 _ THIS APPLICATION IS APPROVED ONLY FOR WORK SITE PLAN NOTES _ _ _ _ _ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL X I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 1. CONTRACTOR TO SEE CIVIL DRAWINGS FOR LIMITS OFACCORDANCE WITH DBUILDING FOOTPRINT/ FOUNDATION APPLICABLE CODES. 2. CONTRACTOR TO SEE CIVIL DRAWING FOR DRAINAGE, 3 PARKING, & ALL SITE DETAILS \ 3. CONTRACTOR TO MAINTAIN CLEAR EGRESS PATHS TO ALL Consultants: a ACCESSIBLE ENTRANCES -- 4. ALL ACCESSIBLE PATHS TO CONFORM TO 2009 ICC A117.1 \ �- ---�1— CIVIL ENGINEER 5. CONTRACTOR TO PROVIDE HAYBALES AND SILT FENCES PER ` � _ _ _ �_ _ _ _ -�\ Young & Young 400 Ostrander Avenue 3 CIVIL DRAWINGS. _ Z 6. CONTRACTOR TO PROTECT ALL PUBLIC WAYS AND TO TAKE - - - -- - - - NOTES GENERAL NOTES DEMOLITION NOTES KEY NOTE: DRAWING ISSUE 1)CONTRACTOR TO INSTALL SILT FENCES AND HAY BALES AT ALL PROPERTY LINES THAT ARE LOWER IN ELEVATION THAN THE PROPOSED CONSTRUCTION, D-1 REMOVE PLUMBING FIXTURE NO. DATE ISSUED FOR 2. DEMOLITION DRAWINGS ARE INTENDED TO INDICATE CONDITIONS THAT ARE EXPECTED TO OCCUR. D-2 REMOVE ALL FINISHED FLOORING 1 02/27/2020 SOUTHOLD DOB REVIEW CONTRACTOR MUST VERIFY SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES 2 BETWEEN DRAWN/SPECIFIED AND ACTUAL CONDITIONS. D-3 REMOVE NON-STRUCTURAL PARTITION 3 3. ALL DEMOLITION WORK MUST BE EXECUTED IN COMPLIANCE WITH ANSI A10.6"SAFETY REQUIREMENTS FOR DEMOLITION'(PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE) D-4 REMOVE DOOR&CASINGS 4 AND ALL OTHER APPLICABLE CODES AND REGULATIONS IN ADDITION TO CONTRACT DOCUMENT SPECIFICATIONS. D_5 REMOVE ALL WINDOWS AND CASINGS rj 4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND REMOVE ALL CEILING FINISHES IN PREPARATION FOR 6 SHALL PAY ALL FEES NECESSARY FOR ENCROACHMENT,GRADING,DEMOLITION AND LAWFUL DISPOSAL D-6 LOFTING OF MATERIALS AS REQUIRED BY PRIVATE,LOCAL AND STATE JURISDICTIONS 5 CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING REQUIRED SITE INSPECTIONS TO CONFIRM D-7 REMOVE INTERIOR WALL FINISHES BACK TO FRAMING EXTENT AND COMPLIANCE OF DEMOLITION WORK WITH CONTRACT DOCUMENTS. 6. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY POWER AND LIGHTS FOR EXECUTION OF D-8 REMOVE EXTERIOR WALL IN THIS LOCATION THE WORK 7. CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL BUILDINGS,SITE FEATURES AND VEGETATION TO D-9 REMOVE ROOF AND FRAMING IN THIS LOCATION REMAIN INTACT.DAMAGE TO ANY BUILDINGS, UTILITIES,SERVICES,VEGETATION AND/OR SITE FEATURES TO REMAIN SHALL BE REPAIRED OR REPLACED IN KIND BY THE CONTRACTOR TO THE APPROVAL OF THE D-10 REMOVE FOUNDATION WALL IN THIS LOCATION CLIENT AND THE ARCHITECT, 8. DUST CONTROL SHALL BE IMPLEMENTED DURING DEMOLITION, 9 ASBESTOS ABATEMENT AND DISPOSAL OF ALL DEMOLITION DEBRIS MUST COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS, DEMOLITION LEGEND 10. CONTRACTOR SHALL PROVIDE AND MAINTAIN SECURITY FOR THE JOB PREMISES AS REQUIRED BY J OWNER. W EXISTING WALL TO REMAIN W 11. CONTRACTOR SHALL PROVIDE ALL NECESSARY BARRICADES AND OTHER FORMS OF PROTECTION TO _ a 6 PREVENT INJURY TO OWNER PERSONNEL AND THE GENERAL PUBLIC DURING DEMOLITION C — :1 WALL OR ITEM TO BE REMOVED U 12. CONTRACTOR MUST MAINTAIN A CLEAN,SAFE PROJECT SITE AT ALL TIMES. NOT IN SCOPE LL LL 13. CONTRACTOR SHALL PROVIDE FUNCTIONAL,ACCESSIBLE AND SUFFICIENT EMERGENCY EGRESS O ROUTES AT ALL TIMES Z O 14. REMOVE PARTITIONS AS INDICATED.ERECT TEMPORARY SHORING AS NEEDED.SHORING PLAN TO V) BE PROVIDED TO ARCHITECT AND ENGINEER PRIOR TO REMOVAL OF ANY STRUCTURAL WALL. 15.CONTRACTOR TO ADEQUATELY PROTECT ALL EXISTING CONSTRUCTION TO REMAIN W a 16.REPLACE ALL FIREPROOFING WHICH HAS BEEN DISTURBED OR IS OTHERWISE MISSING Z 17.PROPOSED WORK SHALL HAVE NO ADVERSE EFFECT ON ANY PUBLIC WAY INCLUDING COVE HOLLOW ROAD AND ITS RIGHT OF WAY. F- THIS APPLICATION IS APPROVED ONLY FOR WORK c� INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL CL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR w TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. 0 x 3 a Consultants: a WA g C Youln & YoungER 0 9 � 4 0 Ostrander Avenue A B C F ;: �; ;\,.�\\\ •` `\\ ` \ �` \ \\\ �\\;\ \ �, \.\\� ,\.• \ , \\•, \.\� \`\\ \ ' Riverhead, New York 11901 \ \ \ \\ \\ \ \ Tel. 631.7 \,\ � \ \ \ \ \ \` \\ \I •\ \\ \\ \\ \\ \\\ 27.2303 \ \ \ .� , \ '\ \ \ STRUCTURAL ENGINEER z \ \ Z \ \ y \\\ \\ \\\\\ \� \ `� \\ \•\�,\ \ JOHN CONDON o `\ \\\ \\ \ \\\\ \ \ \ \ •' \\\ \�\ \\ :; 1755 Sigsbee Rd, Mattituck, NY 11952 \\\ \\\\ Phone: 631) 298-1986 o \ o \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \\ \ \\\\•,\ \\\\ \\ \ \:, \\\ \` MEP ENGINEER CL W JOHN CONDON o \ / \\ . \ \ \ \ \\ \\ \ \ \• ' D-4 �\ \ \, \ \ \ \ \ \ \ \ \\\ gsbee Rd Mattituck, 952 o \ \\ \ \ \\ \\\ \\ \ \ 1755 Si tuc , NY 11 Z - \\ \ \ `I\\\ ` \'\ \\\ \ \• \\ Phone: (631) 298-1986 \�x - - — - -- — _ I t Architect of Record: >- , I D-7 I I I D 7 I I D-7 D-8 o - - I II \_ — z ,•, � , I I , ° 2 I , ZD-27 � ISAAC RAE — — — — — — -� I I I I\ �/ D-5 11575 Main Bayview Road ZD , Southold, NY 11971 z ' - - - - - - - - - r I I ZED D-3 -6 I Contact; Isaac w _ _ _ _ _ _ _ _ _ '\ I � cCla Coffey - - - Y Y U \ II \ NYS LIC#0 39767 I I I I o - ` T. 347-276-6093 E. clay@isaac-rae.com ZD-2 - - - - - - -- �- - - - - - - - - - - - I /rD-2 D 9 \ \ �� D-8 W — _ - \ \ I // _ ZED � I Project: 3 l — — — — — — — — — — — — — — — — r I \ \ \ I / LL �• ' �� PECONIC LANDING o \ I \\• \•\ D-3 — — — — — — u — \ — — — — — — — _ J WELLNESS CENTER \ D-3 - --- o , D-3 I I ISI 1500 BRECK NOCK RD - - - - - - - - - - - - - - - - N REEN I I I -G PORT NY 11944 �I Project NO.: \ - - — — — — — — — — — — — — \' III IR-02 Z — — — — — -- — — — — ... I \ \ \ - - - - - - - - - - - -� L- - - — _ Seal/Signature: W I - - - rl- - - - - - - - - - �� �i� � W - -- - - - - - - W - - - - - - - - - - II �' � � � , \ � J'r J \ II II po I I I I D/a \ I \ \ I I D-2 I I ZD 2 \ D-5 D-3 I I � \ ZD 6 (r tr J1 ` II II II D-7 I I D-7 I I D-7 I °z I — — — 1----- D-8 p uV) \ \ ` \\\ \\ W `\ ` \ ` D-7 Date: Scale: \ \ \ AS NOTED Drawing Title: M \\ \\ \ \\ \` \\ \\\ \ \ \ \ \ Demolition Plan \ \ \ � II •\ f \ N r \ \ \ \\ \ \ \ 41 Drawing No.: N \ -` — O \ /\ \, i\ \ \ \ i \ /\ i /\ �. \ \ \ \ \ \\ \, \ \ \ \ \ \. \�\ \ \ \\ \. \ \ \ \ \\\� \ N d7 2 ROOF DEMOLITION PLAN GROUND FLOOR DEMOLITION PLAN 1/4" = 1'-0" 1 1/4" = 1'-0" M -t° FINISH SCHEDULE PLAN LEGEND NOTE: WALL FINISH PER • WALL FINISH PER NOTES FINISH SCHEDULE 1 FINISH SCHEDULE CEILING WALL BASEBOARD EXISTING WALL TO REMAIN I BUILDING AND EGRESS PATH FULLY SPRINKLED LOCATION RM# FLOOR 0 BLANKET INSULATION BLANKET INSULATION /SOFFIT N E S W N E S W NEW 3 5/8"METAL STUD FRAMED WALL,SEE FINISH SCHEDULE FOR FINISH MATERIAL I FIRE ALARM AND SPRINKLER SYSTEM TO BE INTEGRATED INTO THE F3-5/8" METAL STUD WALL GROUND FLOOR Q I EXISTING BUILDINGS FIRE ALARM SYSTEM BOX BEAM HEADER DRAWING ISSUE _.. I _ SHIM SPACE (TYP.) I . _T ENTRY HALL 1 Cl W1 - W1 - 61,B2 - 61,B2 - F1 __-, -1 -, PATH "` " ,- - 1, ti,--./f__ ✓ "---�~ �,_- ✓f� NPORTABLE FIRE EXTINGUISHERS TO BE PFOVIDED IN ACCORDANCE a 3-5/8 METAL STUD WALL 2 ClW1 W1 W1 W1 61,62 B1,B2 81,62 B1,B2 F1 M Y 1 WITH BC 906 � _ - 3/4 TRIM, MATERIAL AND N0. DATE ISSUED FOR RECEPTION _-_- FINISH TO MATCH B-1 EXIT SIGN,REF.RCP FOR FULL SPEC AND LOCATION Z N • SEE FINISH SCHEDULE SHIM SPACE(TYP.) 1 02/:03/22/2019 SCHEMATIC DESIGN REVISION 2N NORTH HALL 3 Cl W1 W1 W1 - B1,B2 B1,B2 B1,B2 - F1 EXIT � , 1 2 03/25/2019 SCHEMATIC DESIGN REVISION 3 Q RABBET TO ACCEPT WALL E EAST HALL 4 Cl W1 W1 W1 W1 B1,B2 B1,B2 B1,B2 B1,B2 F1 FINISH TYP F.E.C. WALL MOUNTED FIRE EXTINGUISHER � 1. � ( ) � N 3/4"TRIM, MATERIAL AND � SOUTH HALL 5 Cl W1 W1 W1 - B1,B2 B1,B2 B1,B2 - F1 1 - 11 FINISH TO MATCH B-1\ 1/2" 1" 2 1/2" 1/2"STOP, MATERIAL AND -,------ SEE FINISH SCHEDULE, 5 ti RABBET TO ACCEPT WALL 6NURSE 6 C1 W1 W1 W1 W1 B1 61 B1 61 F11_�� ) - PRACTITIONERS... x f{ - _ I SEE FINISSH SCHEDULE (TYP) a � FINISH (TYP) -` _. r�_ :q� � HOME CARE OFFICE 7 ClW1 W1 W1 W1 B1 B1 B1 B1 F1 -�`'�+ ----, --�/ \'-~ -"/" - ACC SSIBLE BATHROOM SCHEDULE 2 _ --__ _ -_-� 2" 1" 2" 1/2"STOP, MATERIAL AND --- WOOD DOOR FIXTURE Q... MANUFACTURER MODEL NO. MATERIAL/FINISH DESCRIPTION URL/NOTES FINISH TO MATCH B-1 BASE HOME CARE OFFICE 8 Cl W1 W1 W1 W1 B1 B1 B1 B1 F1 1 PLUMBING SCHEDULE SEE FINISH SCHEDULE(TYP) ADA BATHROOM 2 9 C2 W2/W3 W2/W3 W2/W3 W2/W3 B2 B2 B2 B2 F2 WALL MOUNT SINK 1 AMERICAN STANDARD 9024.000EC WHITE WALL MOUNT WOOD DOOR HOME CARE OFFICE 10 Cl W1 W1 W1 W1 B1 B1 B1 B1 F1 LAVATORY FAUCET 1 AMERICAN STANDARD T064.346.295 BRUSHED NICKEL WALL MOUNT 3 TOILET 1 TOTO CT708UVG#01 COTTON WALL MOUNT MEDICAL 11 Cl W1 W1 W1 W1 B1 B1 B1 61 F1 FLUSH VALVE 1 TOTO TET2UAR#SS STAINLESS STEEL - J DIRECTORS OFFICE - - ;�~_ " --,-- __'z,­--\ �~ 2" 1" 2" Q a ADA BATHROOM 12 C2 W2/W3 W2/W3 W2/W3 W2/W3 B2 B2 B2 B2 F2 ACCESSORY SCHEDULE - _ �` s PHYSICLANS OFFICE 13 C1 W1 W1 W1 W1 B1 B1 B1 B1 F1 ____F ' PROVIDE BOTH HORIZONTAL&VERTICLE LINE OF DOOR JAMB BEYOND 17 V. GRAB BAR 36" 2 GBD GB2024-36BN BRUSHED NICKEL 36"GRAB BAh a \ GRAB BARS -) v i (TYP) ---I------ -- -- /- 1 EXAM ROOM 1 14 Cl W1 W1 W1 W1 61 B1 61 61 F1 - -- --- ' GRAB BAR 42" 2 GBD GB2024-42BN BRUSHED NICKEL 42"GRAB BAR ` - 'f ^ ' l f ra E U_ - -� �..-_.: - EXAM ROOM 2 15 Cl W1 W1 W1 W1 B1 B1 B1 B1 F1 - - --- ----- .r - z TP DISPENSOR 1 BRADLEY 5127 STAINLESS STEEL RECESSED Z ` SCHEDULED FLOORING U) EXAM ROOM 3 16 Cl W1 W1 W1 W1 B1 B1 B1 B1 F1 - - ----- ---- - C� in TRASH RECEPTICLE 1 BRADLEY 2027 STAINLESS STEEL I RECESSED SEE FINISH SCHEDULE (TYP) w EXAM ROOM 4 17 Cl W1 W1 W1 W1 B1 B1 B1 B1 F1 -_______ -_ --_-L._._-___.._-____-_ -_-_. ! Q STONE/TILE/CABINETRY / . � . r CL EXAM ROOM 5 18 C1 W1 W1 W1 W1 B1 B1 B1 61 F1 - -- _-- - ... �4 eLL�TILE ,� j ``5D-• f , _BD �,r' `TBD ~ ,, I~. . INICL-DE $15i F-MATERIAL-ALLOW NCE L1, 9 FINISH NOTES cr NOTE: CONTRACTOR MUST VERIFY THAT ALL PLUMBING COMPONENTS FROM DIFFERENT MANUFACTURERS WILL WORK TOGETHER � CEILING TYPES &&�MTHIS APPLICATION IS APPROVED ONLY FOR WORK ~ NOTE: ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT ARE NEEDED FOR FIXTURES TO BE IN WORKING ORDER MUST BE BROUGHT TO THE �, �, , _ - �22�2 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL U \ ATTENTION OF THE ARCHITECT PRIOR TO BID PRICE OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR w Cl E/8"GYPSUM BOARD. SKIM COATED. PAINT BY OWNER r __ - ------ T ical Door Jamb Detail _ __ T pica) Door Head Detail TO BE CONSIDERED AS EITHER BEING APPROVED OR IN W 1 NOTE: ACCESSIBLE BATHROOM TO BE EQUIPPED WITH AUDIBLE ALARM PER BC [F] 907.5.2.1 AUDIBLE ALARMS... 3 3'p 1'-0" 2 3" - 1'-0" ACCORDANCE WITH APPLICABLE CODES. s _ I.- C2 5/8"MOISTURE RESISTANT GYPSUM BOARD. SKIM COATED. PAINT BY OWNER k NOTE: ACCESSIBLE BATHROOM TO BE EQUIPPED WITH VISUAL ALARM PER BC [F] 907.5.2.3 VISIBLE ALARMS... r—'1-:,1�_: s - - - ''\ ---�- -- -- r .. - -- - 1 A F_ .._. y - .� / t ._..... \...._.- ..._. --...... _ _ _ ,\"--" �. / - 3 WALL TYPES _ �._.� .�.- ._..-� .......-r- �._.__ � .. .. _. .,. ... �.� .__�-- _.i s A B C E Consultants: a - W1 5/8"GYPSUM BOARD. SKIM COATED. PAINT BY OWNER - 25'-8" 11'- 11 1/4" 0 19'-4° 20'-0 3/a" - - . , CIVIL ENGINEER W -- - _ -- -- -- - I. Young & Young = W2 5/8" MOISTURE RESISTANT GYPSUM BOARD. SKIM COATED. PAINT BY OWNER i I 400 Ostrander Avenue �� Z A2W/ 2 Riverhead, New York 11901 ~ 1/2" DUROCK CEMENT BCARD WATERPROOFED WITH 2 COATS OF CUSTOMS REDGARD WATER/VAPOR 301.0 Tel. 631.727.2303 0 W3 PROOFING MEMBRANE READY TO ACCEPT TILE. SEE INTERIOR ELEVATIONS FOR TILE SPECS � CLOSET•• . .. z FLOOR TYPES 11 11 I ... STRUCTURAL ENGINEER 0 3/4"T&G PLYWOOD SUBFLOOR. FINISH FLOORING BY OWNER. COORDINATE FINISH FLOOR THICKNESS , , � ,' 01 JOHN CONDON Ir F1 WITH - • 1755 Sigsbee Rd, Mattituck, NY 11952 F2 1/2" DUROCK BOARD WATERPROOFED WITH 2 COATS OF CUSTOMS REDGUARD WATER/VAPOR PROOFING Phone: (631) 298-1986 o MEMBRANE. TILE BY OWNER ` cr BASE&WAINSCOTING TYPES I CL _-_-_-I -__--- -- _-- _ -- I MEP ENGINEER W - . '.- _ .�._. - -- — - - - - - - ---- - - -_-- - -- - - JOHN CONDON B1 5/8"X 10" HARDWOOD BASE BOARD. PAINT BY OWNER 1 • ; I— - , - - - - - - - --- - - _: __ ' ` " ! i ' 1755 Sigsbee Rd, Mattituck, NY 11952 NURSE. '� - - �* . • - . - ; - -- , .. _ _ T 1 o LOS'ET - • I - I z B2 CHAIR RAIL BY OTHERS PROVIDE BLOCKING AT HEIGHT SHOWN IN INTERIOR ELEVATIONS *PRACTIONE ` S Q . . : RI; - . - , - ORTH MALL , , \ - _, I Phone: (631) 298-1986 W - i - -•1 - .- i o •: „ 11 I - . --- OFFICE ANP,_ 0�• I i r s 1. ALL MECHANICAL GRILLS LOCATED IN WOOD (FLOORS WALLS, & CEILINGS TO BE OF SAME MATERIAL& FINISH AS ADJAC N... I __ �4061�(o �� ,�`� EXAM ROOM -` - ; - i, - , - . 4� ; . - 3 .. . i - �. . _ IT 3 ,a 1VIEDICAI_ .Ha �. -: a , Q. -,��. ✓. .,,W m. " ...a .:.� ., . , �. �v�, `. , � 2. ALL MECHANICAL GRILLS LOCATED IN CABINETRY TO BE OF SAME MATERIAL& FINISH AS ADJACENT CABINET MATERIAL. - ,- , , -"" •"f'-�' , T ,_ "� ;- l - _M1LLWO.RK•SUPpLIED'&• I' Z . 1 DIRECTOR I. ;. -/ v. '�� 102 SF , _`1., - ----- INs7gL1€�>�Y pTHFRs -. ��.;���' o INTERIOR DOOR SCHEDULE + 122 SF, . I, , " 1•T ' � . , ' \\', � , ./ -11 09 --- ------ - i � • , , EXA A,'ROOM 3,�• •;'`,J : °' Architect of Record: a ', - .• DETAILS k r- - • c .� • . - • - - ' - , .q' , ,. 2 DOOR _ '• ' °' _ I. 6. - ` -,95F _ :, i ' . ' I �` _ , _ I I ; . :116' . . ; ' 1 ISAAC - RAE o • /• I " � -AD BP�THR OM EXA 8M. z NO. LOCATION TYPE FUNCT HARDWARE KEYED SIZE (w x h) HEAD/SILL JAMB ELEVATION _ - , . _ ' ' - --- -`--_ ' ' —� " _•_ � t ,. 167 ' F M: NURSE PRACTITIONERS 56"x84" _ ; I t 7- ; . 1 - - -�-= / a... . . ! ' .I , - 11575 Main Bayview Road 01 C P3 H 1, H2, H3 YES „ 2/A103 3/A103 'T , D- • , _ ' ( I 15; I � �),•, " I , -� OFFICE (2X 28 X84') /� , ; I - / I 1 - 1ll ' -^.1 I ,_ , :�./ I '; Southold, NY 11971 0 NURSE PRACTITIONERS � 0 ( 7.SF , •,! '1 - w 02 A P1 H2, H3, H4 YES 36"x84" 2/A103 3/A103 SIM. 5/A401 I - € �; ' 1. •\•-• ADA.�F;AB -"/ • 11 I OFFICE �I _ ,' _ - - .� - r - _ '_ ' � \ , ' �, Contact; Isaac Clay Coffey _ 0&.- ' -I I a 03 HOME CARE OFFICE 2 A P1 H2, H3, H4 YES 36"x84" 2/A103 3/A103 5/A401 • _, . . , . - _ € . -1 I \; - j 11 I „. "i, , ' „ NYS LIC#039767 z 04 HOME CARE OFFICE 1 A P1 H2 H3 H4 YES 36"x84" 2/A103 3/A103 _ E F-E ,- • ``" . ' " - - •-' =-- -=- = - -,--- --- -- , � '�7." �- i ' - �g- 1 I'- 1 = - .• - +----- -- - - -- y - __ T. 347-276-6093 E. clay@isaac-rae.com _J IPATH OF EGRESS � [D J P H1 H2 H3 NO 26 x84 2/A103 3/A103 - - .... _' ILLWOF:K SUPPL ED ,T ~I' 301.0 . y@ COm 05 MEDICAL DIRECTOR OFFICE D 1 -� _,_, .�-.-- �- .,, o- 21 f i (EAST MALL, 1 i : ' - ' '' - &'INSTAL ED I EXAM ROOM 4 • 1. . . , I _ , 20,.00 a 06 MEDICAL DIRECTOR OFFICE A P1 H2 H3 H4 YES 36"x84" 2/A103 3/A103 SIM. 5/A401 _ _ r Aao1. a " _ •���J. 1• U O 9 401.00 A402. 3 � \ i, ' �- • -' - • 07 HOME CARE OFFICE 3 A P1 H2, H3, H4 YES 36"x84" 2/A103 3/A103 5/A401 X - , .-• ECEP.TI�N. - - . f 17 ,, °° w ENTRY HALL A4o;.00 - " z ' , • , . - • �; I N M �.1 1441SF I �, Project: Y 08 HOME CARE OFFICE 3 D P1 H1, H2, H3 NO 26"x84" 2/A103 3/A103 - - MILLWORK SUP, . ASF rI 11 -� --- - - Q 'J " s ao, s` �.;_•�/, ' . . , i' I I`INSTAL"LED BY T I . 2 v 1 O QRS -�� I 3 09 ACCESSORY BATHROOM B P2 H1, H2, H3, H5 NO 36 x84 2/A103 3/A103 l/A401 -. ,� , - I -• . - , : - - • - HYSICIANS .`, - - --- - - ---- - . -.- L , _,- - , <, \ - • •- I i NI LANDING '0 10 PHYSICIANS OFFICE B P2 H1, H2, H3 NO 36"x84" 2/A103 3/A103 SIM. 1/A401 .,FE �� �, OFFICE ' - 1 ; 156 SF ., _ \'\ , i i �. , �, F.E.C. ' l - -, :. ' , I - \ , - " - EX ROOM 1 ,-I\.•, - . i, . '. •,.. ' I- . _ WELLNESS CENTER I �' - 1'3 -1= 2 H NO 36"x84" 2/A103 3/A103 1/A402 __. - _ - - /• - - 1 EXAM ROOM 2 B P2 H 1 H 3 UJ 1 - a 03 � 7 I \ ' ' - - -- _ - 00 BRECK NOCK. _ _ - - - _ - I OC RD (' _ Ir 12 EXAM ROOM 1 B P2 H1, H2, H3 NO 36 x84 2/A103 3/A103 1/A402 /'; h $6 Sr, - • I -- • \ • . ' r -GREENPORT, NY 11944 -. I I I -I • � .� I s 13 EXAM ROOM 3 A P2 H1, H2, H3 NO 36"x84" 2/A103 3/A103 2/A402 �0M / \' I Project NO.: s 14 EXAM ROOM 4 A P2 H 1, H2, H3 NO 36"x84" 2/A103 3/A103 2/A402I R-02 • ' • -\, I % , . '' ✓• "- '" �'`"` " ' a - . - . - - • •- - - � _I .� - • '- ' • . ' - •_ • - ' I '' I . I; MILLWORK-SUPIfb[Eg.&' r • - z = -- ;I INSTALLED;BY THERS ;i Seal/Signature: 9 W 15 EXAM ROOM 5 A P2 H1, H2, H3 NO 36"x84" 2/A103 3/A103 2/A4o2 HOME CARE HOMECARE - : - , - Imo, W O>=F1'CE 3 l " :�' ': I \.`" EX�AM_ROOM`5,' 1 ',= X: 16 ENTRY E P4 - YES 96"x120" - - - OFFICE 2 , - - . , , _ _ _1c I ~ INTERIOR DOOR TYPE i - 'I`O I- ,� ' \ SIM ;� _-- _ ,` _• '- -- - - . •.I. _ -1'8 ' , - " •`�J. , T ,rn A- 1 314"WOOD STAVE CORE SWING DOOR FINISHED TO MATCH B-1 BASE. PANEL STYLE PER ELEVATION - - 'I " ` \ : ; I- - • - , SOUTH HA1�.L „ • • 'v • - , - •'I -'; I -. • �; °' W 93 SF 93;SF - /� - U - • -, . I 1, ,, ' , L.o A --- - Aaol.00 - ' o I �� 107 SF`. B- 1 3/4 WOOD STAVE CORE SWING DOOR FINISHED TO MATCH B-1 BASEI'l . PANELED W/FROSTED LITE PER ELEVATION - ffi - -:- .»«� - - - - - - _;� - - , - -� 11 - �. � � I • - • C 1 I . - • . - 9' 4 1/4 _ ti �' -4 1/4 \ ./1-J11 . .»',A401.00;-.- I r ` G O N C-(2)- 1 3/4 WOOD STAVE CORE SWING DOOR FINISHED TO MATCH B-1 BASE. FLAT PANEL - I : 8' LOSET 1, _- • • \ 5 SF - \ - 7, - 1- 1 I• .,-; C� G o , -, 11 " L___-1--iI ---- - _, . - i. - - - 3 '. - , . _ -, \ /. - " 11 mac/ Q� Q D- 1 3/4 WOOD STAVE CORE SWING DOOR FINISHED TO MATCH B-1 BASE. FLAT PANEL -, - , - , , f, , - - ___- _- _ _____ ___ __ ___ - - "Sim • -._ ____ -RW_ - __ Ill , I ti _ _ _ _ E-STANLEY DURA-GLIDE 5200 BI-PART TELESCOPING DOOR, POCKETING TO BOTH SIDES OF ENTRY "�" --__ - ____--.-_-__ _.__-­� -- _-- _._-.-_ __ - - - -__ * w - - • � �iDA GRAB o INTERIOR DOOR HARDWARE % - ` , I - 1BARS I / I \\ i - I , I (P ,�__ "1 � 0 H1-SCHLAGE LEVER MODEL#FlOBRW619PLY IN SATIN NICKEL _ . - � :' 0 i \ 1 '9l, ©3976'( y ZH2-BALDWIN ESTATE HINGE MODEL#BE1041 -056 IN SATIN NICKEL ; . I-IOME"CARS ! \ I I __- ` OF N `� uo-i H3-BALDWIN ESTATE FLOOR BUMPER MODEL# UFB5o0015 IN SATIN NICKEL .1 IOFFIGE �- �QT�. \ ( \ I NEW ADDITION 1200 SQFT _ Q - . _'- - 8 __ \ I � 1 \ I 1 I . . . . W I . J H4-SCHLAGE LEVER MODEL# F51 BRW619PLY IN SATIN NICKEL W/KEYED ENTRANCE (COORDINATE KEYING& MASTER KEY... ; 1 I \ I / - LOCATION OF PROPOSED BILCO DOOR TO �; \ CRAWL SPACE ' a H5- BALDWIN ESTATE DEADBOLT MODEL#8041.150 IN SATIN NICKEL(COORDINATE KEYING& MASTER KEY WITH OWNER) , % 8 SF \ 80 SF / - J ^ o FUNCTION _ - ffll I z El \\ // Az�O Date: Scale: P1 -PASSAGE I I , ' : , ' ' I- - -, , - _ LINE OF CONCRETE FOUNDATION WALL BELOW I I AS NOTED P2-PRIVACY Drawing Title: Irl- P3-DUMMY DUMMY 3 — - ----- - ---- -- - - - - - - - -- __ ---------- --- -------- - - - - - -I Proposed Plan LO P4-SECURITY(MANUAL SECURITY DOOR TO CLOSE OFF SPACE DURING NON-OPERATIONAL HOURS) N °` T_ NOTE: ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT ARE NEEDED FOR FIXTURES TO BE IN WORKING T_ ORDER MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID PRICE Drawing No.: 0 C\I INTERIOR RENOVATION 1300 SQFT - - 0) NOTE: CUT SHEETS FOR ALL HARDWARE TO BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT FOR FINAL REVIEW& N APPROVAL PRIOR TO ORDERING ---Pron�osed Ground Floor Plan ------.- ___ A %50 �'J ---- if :, ., 1. a ., i•.. ic'.S,t,.wwaF & .✓,Yl'eA'u.WS..iud'dY' .:'; _ _ - - NOTES \ DRAWING ISSUE NO. DATE ISSUED FOR `\ 1 02/27/2020 SOUTHOLD DOB REVIEW 2 3 4 5 \ 6 A B C D E in U- \ \ O \ z `\ ` 0 \\ 38'-0 c-03 -02 " Z t ,,, THIS APPLICATION IS APPROVED ONLY FOR WORK v 1 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER X SHOWN ARE NOT TO BE RELIED UPON,OR W c-o5 t c o7 TO B CONSIDERED ASS EITHER BEING APPROVED OR IN C-01 ACCORDANCE WITH APPLICABLE CODES. O IT: 2 � `. . M M a C_05 Y Consultants: c-o1 `.`. CIVIL ENGINEER w o i. Young & Young 400 Ostrander Avenue Z I Riverhead, New York 11901 I Tel. 631.727.2303 F= 1 N 2 — �- — — — - STRUCTURAL ENGINEER o I - LINE OF PROPOSE ROOF JOHN CONDON o C-02 1755 Sigsbee Rd, Mattituck, NY 11952 W _ C-03 o C-06 I Phone: (631) 298-1986 0 I a MEP ENGINEER w I 3 JOHN CONDON 1755 Sigsbee Rd, Mattituck, NY 11952 0 Phone: (631) 298-1986 z W w t3 a O r z Architect of Record: 0 a 0 0 ISAAC - RAE Ln 11575 Main Bayview Road Southold, NY 11971 z W Contact; Isaac Clay Coffey a NYS LIC#039767 z_ T. 347-276-6093 E. clay@isaac-rae.com J J -� a U w Project: Y J 3 PECONIG LANDING 0 WELLNESS CENTER W1500 BRECK NOCK RD a GREENPORT, NY 11944 w _......_................._........_..........._..._._.......-_ Project No.: i= E w :. � — — — — — — — — — — � R-02 w `. LOCATION OF PROPOSED Seal/Signature: a WELLNESS CENTER s I HVAC CONDENSERS I __..__-_....._.....__......._............_.. SEE MECHANICAL I O i L - - - - - - - - - - - \i R .D Ape U S v" CONSTRUCTION NOTES: \ __ 0 KEY NOTE o 03976'{ z C-01 ASPHALT SHINGLE ROOFING TO MATCH EXISTING ON ADJACENT BUILDING ^r N _. ' Of -... z C-02 PROVIDE GUTTERS TO MATCH EXISTING ADJACENT BUILDINGS "' -"' : 1`7 C3 N C-03 GUTTERS TO CONNECT TO LEADERS AND DRYWELLS PER CIVIL DRAWINGS - w J C-05 ROOF TO BE TIED INTO EXISTING ROOFING SEE STRUCTURAL FOR DETAILS a C-06 PROTECT EXISTING ROOFING FROM WATER INTRUSION CURING CONSTRUCTION C-07 SEE SECTIONS AND ELEVATIONS FOR ROOF PITCH ` Date: Scale: C C-08 PROVIDE PLUMBING AND HVAC VENT PER MECHANICAL DRAWINGS \?" AS NOTED G d Drawing Title: Proposed Roof Plan 1: ROOF LEGEND: LO N PROPOSED ASPHALT SHINGLE ROOFING TO MATCH EXIS-ING �- EXISTING ROOFING TO REMAIN " I Drawing No.: O N ,; MIL A AV a C14 STUCCO FOUDATION WALL TO MATCH EXISTING L' fill 0 0 -u- Roof Legend . 4 . u ... U 1/2" = V-0" n T.O. ROOF1/811 = 1'-0" _ „w NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 02/27/2020 SOUTHOLD DOB REVIEW 2 3 4 5 6 • U J J W Q aU Q U. REFLECTED CEILING PLAN LEGEND z 0 � AREA OF DROPPED CEILING d 0 a ® AREA DENOTING VAUTED CEILING Z W I- LIGHTING FIXTURE SCHEDULE FIXTU... TYPE MANUFACTURER MODEL NO COLOR/ NOTES/LAMP THIS APPLICATION IS APPROVED ONLY FOR WORK v INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL J SURFACE MOUNTED DOUBLE X A CEILING LUCID LIGHTING GALLERY 4 WHITE BW 2700K LED OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 1.1 W SURFACE MOUNTED SLIM TO BE CONSIDERED AS EITHER BEING APPROVED OR IN x A'1 CEILING PHILIPS SURFACE LED WHITE SW 2700K LED ACCORDANCE WITH APPLICABLE CODES. F- F- HOUSING: HR-3LED-H17A B RECESSED CEILING WAC LIGHTING 22 5W 2700K O LED 3 R3ARD F82... WHITE r HR-3LED-H17A B.1 RECESSED CEILING WAC LIGHTING 22.5W OOK n \\\ D E Q ADJUSTABLE TRIM. ED H Consultants: •a R3ARDL-F82... WHITEIt \ \ \ O C PENDANT TBD 16W2700KLED �\\ CIVIL ENGINEER OD SCONCE TBD 16W2700KLED \ Young & Young 2 E UNDERCAB WAC LIGHTING HR-LEID90-27- FROSTEDwt LENS \ I I 400 Ostrander Avenue Z Riverhead, New York 11901 r 1- F REMOTE EXHAUST FAN PANASONIC WhisperLine WHITE NONE WHISPER LINE 340 CFM \ � Tel. 631.727.2303 G EMERGENCY LIGHT LITHONIA LIGHTING EUC2 WHITE A.1 z WALL 301.09 � � STRUCTURAL ENGINEER \ JOHN CONDON O EMERGENCY LIGHT CONCEALED 1755 Sigsbee Rd, Mattituck, NY 11952 V H LITHONIA LIGHTING VEL WHITE �\ ✓� \ CONCEALED CEILING RECESSED.. / W I EMERGENCY LIGHT LITHONIA LIGHTING ELR WHITE RECESSED \ \\ RECESSED CEILING CEILING LIGHT \ �\ \\ Phone: (631) 298-1986 p INCLUDE _NTFOR -- -_ MEP ENGINEER � RZR3-EM-R-U- BRUSHED PENDANT ©� W J EXIT SIGN EVENLITE BA ALUMNINUM gOUSLOPED ---' CEILING-7'--, - - - - -- - - -- - - - JOHN CONDO o . , M tt N N t- LED EXIT/EMERGENCY'' EX2HRLEDEM ; v/ 55 S sbe 17 ig e Rd, a ituck, Y 11952 Phone: 631 298-1986 EM 01 CONTECH WHITE 120/277 V _ __ E O 1 LIGHT COMBINATION ( P E A.1 D D D CJ w r ^- '' --� r� \ �� - �� 0 6.1 B.1 6.1 CB_1 I B.1 6.11 ( ) SiCCOUETTE \ � SMOKE/CO DETECTOR KIDDE WHITE COMBO - � � O �? 0 ,(� 0 a O© ©� O= Cha ( B.1 B.1 �� = FLOOR OUTLET RACO ROUND... BRASS - ZNOTE-ELECTRIC RISER AND ANY OTHER CONDUIT INCLUDING THE INTERCOM&TELEPHONE WILL \ EM.1 1 r NOT BE AFFECTED BY THE PROPOSED MODIFICATION 10 -011 o \� ____ -- Architect of Record: NOTE:ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT ARE NEEDED FOR Q FIXTURES TO BE IN WORKING ORDER MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID PRICE J 101-011 6.1 B.1 B.1 E ISAAC RA E C� B E B B \ J O 0� O @ O B B = RCP & ELECTRICAL NOTES: _ _ 0 E 11575 Main Bayview Road N A [� 0 I C�� Southold, NY 11971 10 0 10 0 B.1 B.1 F KEY NOTE ��\�\ C� VJ O I �' O Wj Contact; Isaac Clay Coffey ( E-01 PROPOSED ELECTRICAL SUB PANEL (� --J COD A _ NYS LIC#039767 a � B.1 10 -0" �� Z ( E-02 PROVIDE CABLE&CAT DATA LOCATIONS IN ALL ROOMS ADJACENT TO OUTLETS Lj E-03 PROVIDE POWER IN THIS LOCATION FOR FUTURE AUTOMATED SHADES O h6-J ~\0 � T. 347-276-6093 E. clay@isaac-rae.com J B.1 B.1 O 20'- 10 7/16" - -- --- 6.1 B.1 0� J E-05 PROVIDE GENERAL TASK DOWN LIGHITNG IN ALL ATTIC AND CELLAR SPACES l EM.1 ? - - O �� E� LE J -_- - EKI U E-06 PROVIDE SMOKE/CO2 DETECTORS PER IBC NYS 2015 CODE EM.1D10' -Em.1 Ri W E-07 PROVIDE CIRCUTS FOR EXTERIOR LANDSCAPE LIGHTING l u B I ; ) Project: J , 1 E E E E i // 0 C--� ---. (- -- I 3 ELECTRICIAN TO VERIFY THAT ALL LED LIGHTING IS COMPAITIBLE WITH DIMMERS I B.1 O B.1 O B,1 O "".r W O �� E C O I LANDING � DIA '�1 0 0 10'-0" 0 m I C '\\IV ° ° -- __ __ r © g B.1 B•1 �E WELLNESS CENTER W a O 1500 B E o , R CK NOCK RD a.a. RCP & ELECTRICAL LEGEND A � GREENPORT, NY 11944 0 © , L J L-B -1 B.1 0 Project No.: W O PROPOSED LINEAR LIGHT INTEGRATED INTO BEAM _ B ^ (I F� i IR-02 Q DECORATIVE WALL SCONCE ID© ©D o © B O 1�1 -�"V VJ a F 7D Seal/Signature: LU O RECESSED DOWN LIGHT 13.1 6.1 W 10'-01, x DECORATIVE PENDANT 101-011 x - O EM.1 �1 10'-011 W ® BATHROOM EXHAUST FANL J �© `�-' c) L J BC (� © 6.1 FE �ii D A& N 0 /( W ` -1 Y V) A_1 D D D CJ C� C� C --I - -' x D F---I J 6.1 6.1 B.1 6.1 6.1 I B.1 C. C O SINGLE POL DIMMER SWITCH L--J �� - �� fi THREE WAY SWITCHLU p p 3D E \ \ \ Q THREE WAY DIMMER SWITCH �© �� \ \ \ �, `,\ ��� �3976� '{ N �J"� \ \\ F OF ty Z \ W \ . 0 DUPLEX OUTLET Q \ \ CABLE/DATA LOCATION O� � \ \\ Date: Scale: \ \ AS NOTED QGFI \ \ \ GROUND FAULT PROTECTED OUTLET \ Drawing Title: o \� \\ Reflected Ceiling Plan R NAPPLIANCE OUTLET \`, \\\ \\ \ Drawing No.: oORCP Legend NOTE: 1/2" = 1'-011 ALL LIGHT FIXTURES SPECIFIED IN PROJECT ARE LED - 1 Reflected Ceilin Plan _ ___ s . h M NOTES DRAWING ISSUE NO. E IISSUED FOR 1 02/:03/22/2019 SCHEMATIC DESIGN REVISION 2 N 2 03/25/2019 SCHEMATIC DESIGN REVISION 3 3 4 5 6 CONSTRUCTION NOTES: KEY NOTE C-01 HARDIE CEMENTIOUS SHINGLE SIDING TO MATCH EXISTING ON ADJACENT BUILDING C-02 SHINGLE ROOFING TO MATCH EXISTING OV ADJACENT BUILDING C-03 PROPOSED OWNER SUPPLIED SCONCE LIGHT C-05 PROPOSED CURTAIN WALL SEE WINDOW SCHEDULE e C-06 PROPOSED EXTERIOR DOOR SEE DOOR SCHEDULE, V C-07 PROPOSED EXTERIOR WINDOW SEE WINDOW SCHEDULE J J wC-08 PROPOSED ROUND ALUMINUM GUTTER WITH DOWNSPOUT AND LEADER TO DRYWELL E D a C C QU Q U) o ELEVATION LEGEND: Z SHINGLE ROOFING TO MATCH EXISTING SHINGLE SIDING TO MATCH EXISTING -- W FACIA/TRIM BOARD `A\301.0 A LU STUCCO FOUDATION WALL TO MATCH EXISTING _- --`_- - F 23' - THIS APPLICATION IS APPROVED ONLY FOR EXTERIOR WINDOW& DOOR SCHEDULE - INDICATED ON HEAPPLICATION SPECIFWO RK C C TION SHEET. ALL w DOOR DETAILS OTHER O O_ - F NO. QUANTITY TYPE MANUFACTURER EGRESS HARDWARE HEAD/SILL JAMB 7TBE CONSIDERED AS EITHER BEING APPROVED OR IN - ACCORDANCE WITH APPLICABLE CODES � 01 8 A LOEWEN ? H1, . ..,..... . _. . . . .... .. _. r OFING SHINGLE R 02 2 B LOEWEN NO 3 TO M TCH EOXIISTING EXTERIOR WINDOW TYPE ;.. _. a � _ .... _ _.. _. : . _.,_ �.::... '_ Consultants: ° A-PUSH OUT CASEMENT WINDOW WITH I FACTORY MULLED TRANSOM ALUMINUM CLAD EXTERIOR WITH PRIMED INTERIOR o R 14 B-CURTAIN WALL W/ ALUMINUM CLAD EXTERIOR WITH PRIMED INTERIOR - - o _: Young EXTERIOR WINDOW HARDWARE - 400 Ostrander Avenue Z Iv r ead H1-CONTEMPORARY PUSH OUT CASEMENT HANDLE, FINISH TO MATCH OWNER SUPPLIED INTERIOR HARDWARE r York 11901 2 N 02303 H2-CONCEALED MULTIPOINT LOCK HANDLER, FINISH TO MATCH OWNER SUPPLIED INTERIOR HARDWARE Tel. 63 .7 NOTE: ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT ARE NEEDED FOR FIXTURES TO BE IN WORKING _ WALL ENGINEER o ORDER MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID PRICE D T.O.T.O_ L STRUCTURAL 10' - 8, JOHN CON ON gsbee Rd, Mattituck, NY 11952 W NOTE: CUT SHEETS FOR ALL HARDWARE TO BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT FOR FINAL REVIEW& TOR Phone 3 298-1986 APPROVAL PRIOR TO ORDERING • ( ) 29 EXISTING I EXTERIOR 6 1 WALL 13 13 13--- EXTERIOR WINDOWS TO MATCH MEP ENGINEER W EXTERIOR WINDOW & DOOR NOTES: _I 13 SHINGLE SIpING TO I EXISTING JOHN CONDON 1. ALL GLAZING TO BE HAVE THE FOLLOWING MATCH ExISTING i i �!� 1755 Sigsbee Rd, Mattituck, NY 11952 0 A. U-VALUE= .32 --- - one - W - - I--------- - �� Phone: (631) 298 1986 B. SHGC= .35 a C. LOW E COATING AS APPROVED 0 2. CONTRACTOR TO PROVIDE SHOP DRAWINGS BEFORE PURCHASING ALL WINDOWS AND - -- o DOORS ��.._---- -.-.... -- . . - --_--- Architect o Record: 3. CONTRACTOR TO PROVIDE 130 MPH RATED WINDOW PROTECTION EITHER IN THE FORM OF f R d i o KEVLAR HURRICANE CURTAINS OR 3/4" PLYWOOD AS PER NYSTATE CODE. -__ _-_ _ ___-_ _ --�- _.::_:__:___._-______...-____-- GROUND FL000o ISAAC n _ RAE C Z EAST ELEVATION _ _ _ 1/4" = 1'-0" 3 1575 Main Bayview Road Southold, NY 11971 W Contact; Isaac Clay Coffey NYS LIC#039767 Z C T. 347-276-6093 E. clay@isaac-rae.com J 3 2 1 y@� J J J a W CD E Project: a I 1 I 2 I U. 301.0301.0 I i PECONIC LANDING WELLNESS CENTER T.O. O OF — — -- - ------ - ---- - -- — T.O. ROOF 500 RECK NOCK RD 23 8 11 a : - REENP ORT, NY 11944 W i _._ .. i Project NO.: W _ i - 02 Z Seal/Signature: W SHINGLE R OFING , TO MATCH E ISTING w in Y C s U) SHINGLE SIDING TO J MATCH EXISTING tT .•# 0 I' =ve w o T.O. WALL - -- _ T.O. WALL p397�, N — — — — — 10' - 8" i - 8" �lTF p Z P � 10' y W PAINTED TRIM TO J BEYOND MATCH EXISTING BEYOND MATCH EXISTING a EXISTING BUILDING SHINGLE SIDING TO E�CISTING BUILDING I 13 13 of C14 oil 1N E It 13 13 WINDOWS TO MATCH MA I, SHINGLE SIDING TO II EXTERIOR i' MATCH EXISTING � EXISTING Date: Scale: EXISTINGEXTERIOR WALL -- - - E — ---- X _ AS g Title: I ED Drawin T' - : Exterior Elevations LO .. .... .. I i GROUND FLOORRR — — — _ — — GROUND FLOOR Drawing No.: 01 SOUTH ELEVATION r/41v T ELEVATION 1 1/4" = 1'-0" = 1'-0" =MAM7=11 - - r-777_777 NOTES x E 2 SHINGLE ROOFINC TO MATCH i EXISTING T.O. ROOF 23' - $" - 5/8" PLYWOOD APA RATED SHEATHING DRAWING ISSUE - RAFTERS, SEE STPZUCTURAL NO. DATE ISSUED FOR 2" FLASH COAT CLOSED CELL 1. 02/27/2020 SOUTHOLD DOB REVIEW SPRAY FOAM 2 { INSULATION AND F,-30 BATT 3 INSULATION BELOW 4 (TYP. TO ALL ROOFS) 5 CEILING FINISH, SEE FINSIH SCHEDULE 6 BLOCKING, TYP I 5/8" PLYWOOD APA RATED SHEATHING (P.T. PLYWOOD SHEATHING AT FIRST COURSE ® T.O. WALL _ _ _ _ _ ----NEAR GRADE ONLY)(TYP) SHINGLE ROOFING TO MATCH 10 - 8" --------- - - -- - EXISTING 5/4 WOOD TRIM BOARD(TYP) 5/8" PLYWOOD APA RATED 1 c SHEATHING 301.0 UJ S1 - L. WINDOW, SEE SCHEDULE 2 j.........._ _._._.;.__. - - - - --- , RAFTERS, SEE STRUCTURAL T.O. ROOF U_ BLOCKING, TYP 231 - 8" z � -- __.. _ CEILING FINISH, SEE FINSIH u W SCHEDULE I W � ---- TRIM BOARD, FINISHED TO f w MATCH B1 BASE _ - BASEBOARD SEE FINISH 3 SCHEDULE I I THIS APPLICATION IS APPROVED ONLY FOR WORK 2" FLASH COAT CLOSED CELL INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL a SPRAY FOAM j OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR w INSULATION AND R-30 BATT SIMPSON MST27 11/2"WIDE- INSULATION BELOW 20 GAGE METAL TO BE CONSIDERED AS EITHER BEING APPROVED OR IN W ROOF TRUSS TO BE ACCORDANCE WITH APPLICABLE CODES. _ (TYP. TO ALL ROOFS) STRAP @ 48"O.C. & 12" FROM DESIGNED AND CERTIFIED ~ F_ EACH CORNER. I I BY THE TRUSS SUPPLIER _ WRAP AND NAIL STRAP TO 5/4 WOOD TRIM BOARD (TYP) < I' SILL PLATE AT ANCHOR {. BOLT W/4-8d NAILS - F1 FLOORING SEE FINISH - - ------- _ Consultants: ® GROUND FLOOR scHEDULE — _ _ _ _ , __ WALL NEER _ _— __ _ _ . T.O. AL ` CIVIL ENGINEER 1 1" — 0' - 0" • I 10 - 811 Young & Young 400 Ostrander Avenue Z 4 �; -I> ° Riverhead, New York 11901 SEE STRUCTURAL FOR ( Tel. 631.727.2303 LEDGER CONNECTIONS F 2#5 CONTINUOUS REBAR 3 z T.O. WALL - _ — °, � =° AROUND TOP OF 301.0 STRUCTURAL ENGINEER _10' - 8" 100, -4 1 FOUNDATION WALL(TYP) JOHN CONDON o °- I I 1755 Sigsbee Rd, Mattituck, NY 11952 W WINDOW, SEE SCHEDULE _.. _ Phone: (631) 298-1986 CRAWL SPACE 4 0 5/8" PLYWOOD APA RATED a SHEATHING ° MEP ENGINEER --- - - (P.T. PLYWOOD SHEATHING I JOHN CONDON o AT FIRST COURSE ra 4" POURED CONCFETE SLAB o NEAR GRADE ONLY)(TYP) • , - �'I �_- a ° ° _ I 1755 Sigsbee Rd, Mattituck NY 11952 Z s a. a., _ -�!�^ W/6x6#10/#10 0 - 0ff ( ) - . I•I ,-•:• •- -: - .•Q..-° ✓_°•`:- . •:-' � I GROUND FLOOR Phone 631 298 1986 W N OVER 6 O aCRUSHa C) T.O. FOOTING ° , ° a` -° -_GRAVEL ED ON Vas=LL _ j _._..... -- — — —- I ® -5' - 0" °° da LI' , ° P ° COMPACTED SOIL(TYP) - . 0 Z a ° = fd` °- - CRAWL SPACE __.. Architect of Record: , EXPANSION JOINT W/ ; COMPRESSION FILL T.O. FOOTING <e °`,• , ° ., " -- - SEALANT(TYP) - 5 o ISAAC — RAE — -� - - ° •a N : e ,, -- _ CONCRETE FOOTING 11575 Main Bayview Road ° POURED Y _ ° ° (SEE STRUCTURAL)W/3-#5 Southold, NY 1197'1 o BASEBOARD SEE FINISH ° ` `` CONTINUOUS REBAR SET ON North South Building Elevation a SCHEDULE ° "< UNDISTURBED SOIL ` 1 _ -Off -- - --- _: e W (TYP) /4 1Contact; Isaac Clay`Coffey a \ : \ SIMPSON MST27 11/2"WIDE- Wall Section _ NYS LIC#039767 z _ 20 GAGE METAL n 1 1/2" 1'-0" STRAP @ 48 O.C. & 12" FROM - \ ' \ EACH CORNER. T. 347-276-6093 E. clay@isaac-rae.com GROUNDR__ FLOOE D 301.0 C g A J WRAP AND NAIL STRAP TO a - - SILL PLATE AT ANCHOR 0 > _ "- BOLT W/4-8d NAILS — — — — — — -- - ---- -- ------ — — — — — — T.O. ROOF \ • F1 FLOORING SEE FINISH 23 Y '_ SCHEDULE �� Project: °:.: PECONIG LANDING SEE STRUCTURAL FOR aa"l F LEDGER CONNECTIONS p.: 2#5 CONTINUOUS REBAR WELLNESS CENTER W ° . AROUND TOP of 1500 BRECK NOCK RD CrTr FOUNDATION WALL(TYP) -GREENPORT, NY 11944 ` "' a _ (� I PREFABRICATED TRUSS - - Project NO.: ° ,4d °° STRUCTURE TO BE DESIGNED BY O IR-02 a a _ THE TRUSS MANUFACTURER z ° I°�° ° I Seal/Signature: _ 4 301.0 o `_d . , W i'-. - • � o Apo cn T.O. _WALL J a ' FT7 f1 in in . ; I CRAWL SPACEcr I °• a o 39 O� EXAM ROOM 4 EAST HALL EXAM OOM2 , -,,,'ADA BATHROOMRECEPTION I I ENTRY HALL U) a° I.. d ° 4" POURED CONCRETE SLAB `\ ' - �° �� •°� W/6x6#10/#10 , l , - 17 W _4 CRUSHED W.W.M. REINF.) OVER 6.. J =; - ,; ' ° • ° "- .. : CRUSHED I -- - - T.O. FOOTING - ' :° ° a -5 - 011 : • ° 1 p,° GRAVEL FILL ON WELL --- G ° ° a COMPACTED SOIL(TYP) 1 - P � p- --- - Date: Scale: 1 1/2" EXPANSION JOINT W/ 0'-0�t ���, �1 �\`rJ II \� \� � As NOTED GROUND FLOOR Drawing Title: COMPRESSION FILL ( -- --- \ (TYP) SEALAN __ , -`; 01 - 011 Building Sections SEALANT(TYP), ........... POURED CONCRETE FOOTING .. - � : 4 "' ADE,GRAB BARS, SEE -p< ° a SCHEDULE FOR SPE (SEE STRUCTURAL)W/3-#5 I ° a C. CONTINUOUS REBAR SET ON Drawing No.: Q ° - - UNDISTURBED SOIL , N ° _. .. •. ° a (TYP) d f - — — ---- --- ---------- ---- ---------- —` — — — — --- — I NOG T.O. FOOT ° e • C) -=4 • Gable End Wall Section 1 East West Buildin Section 1 1/2" = 1'-0" 1/4" = 1'-0" i NOTES 13'-4" RECEPTION 3' -8" 61-01,_ _ _ 3'-8" DRAWING ISSUE DESK ! NO. DATE ISSUED FOR 03/22/2019' SCHEMATIC DESIGN REVISION 2 CD j I 2 03/25/2019 SCHEMATIC DESIGN REVISION 3 — --- --�-� -- L I 3 - - --- — ---- -- M L — 4 I I . ( I 5 M _ 6 I M I 7 N 8 I 9 10 9 Rece tion Desk West Elevation $ Reception Desk South Elevation 11 1/2" = 1'-0" 1/ /2" = 1'-0.1 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 7 - S __._._.." 10 11 DOOR, SEE 12 SCHEDULEIS APP KATION IS APPROVED ONLY FOR WORK IND ED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 1 Z / \ ACCORDA CE WffHAPPUCA / / / Typical Exam Room Elevation North 1/4 = 1'-0" n Typical Exam Room Elevation South 1/211 = 1'-0" --- - Applicant of Record: - ISAAC - RAE LINE OF EXISTING 11575 MAIN BAYVIEW RD EXTERIOR WALT_ --� SOUTHOLD, NY 11971 Contact; Isaac Clay Coffey NYS LIC#039767 EXTERIOR W I,J QC'JV S, T. 347-276-6093 E. clay@isaac-rae.com SEE EXTERIOR / / WINDOW SCHEDULE 13 / 13 13 13 - -- LIGHTING, SEE RCP _ l - --- CHAIR RAIL, SEE FINISH SCHEDULE i Project: ___- - - --------�! - P E C O N I C LANDING WOOD BASE SEE FINISH SCHEDULE WELLNESS CENTER 1500 BRECK NOCK RD GREENPORT, NY 11944 Typical Exam Room Elevation West nReception East Elevation -011 Project No.: R-02 Seal/Signature: y ~ /GWB, SEE LED EXIT/EMERGENCY LIGHTED A FINISH R L.,y SCHEDULE r~ COMBINATION; t' REF. RCP FOR FULL SPEC AND LOCATION -A 411- i / RECEPTION DESK BACK' _°s ',; � / <'r OF HOUSE FILE STORAGE ETC. `97� /GWB, SEE <.• F N CHAIR RAIL, EE SCHEDULE FINISH _ DOOR, SEE SCHEDULE 7 SCHEDULE RECEPTION DESK CHAIR RAIL, SEE SCHEDULE 5 -0' / N Date: Scale: AS NOTED ' 07 ' 03 ---------------------— 09 \ --- --- -r — Drawing Title: Interior Elevations n cry l LID \\ \\ RECESSED FIRE -� A Drawing No.: 011- 4+ \ ` EXTINGUISHER CABINET N \\ \\\ AS REQUIRED N \ \ CSI \ \ AW 'R 0 0 1 n Entry Hall Elevation South 1 Reception West Elevation — :,, NOTES I DRAWING ISSUE NO. DATE ISSUED FOR 1 2 3 4 I 5 6 7 8 I 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 I 3 4 5 6 7 I 8 9 MILLWORK WALL CAP 10 MATERIAL& FINISH TO 11 MATCH BASEBOARD, SEE 12 FINISH SCHEDULE THIS APPLICATION IS APPROVED ONLY FOR WORK --- ------ - -"— -- INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR -- TO BE CONSIDERED AS EITHER BEING APPROVED OR IN AGG R>a I l i i I II i r I ! 16'-8" RECEPTION DESK BACK OF HOUSE FILE STORAGE EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ DRAWERS I Applicant of Record: ISAAC Cl) - RAE — -- 11575 MAIN BAYVI EW RD co I SOUTHOLD, NY 11971 Contact; Isaac Clay Coffey HELVING FILE FILE FILE FILE FILE FILE FILE FILE SHELVIN I NYS LIC#039767 '-DRAWERS RAWERS ",DRAWERS RAWERS "DRAWERS RAWERS "-DRAWERS ! DRAWERS co T. 347-276-6093 E. clay@isaac-rae.com Reception South Elevation (Project: PECONIC LANDING WELLNESS CENTER 1500 BRECK NOCK RD GREENPORT, NY 11944 P Project No.: - IR-02 Seal/Signature: F 1 LED EXIT/EMERGENCY LIGHT 1 0-PED .� COMBINATION; REF. RCP FOR FULL SPEC AND LOCATION DOOR, SEE INTERIOR ` f ~�' DOOR SCHEDULE CHAIR RAIL, SEE FINISH SCHEDULE I 13 \ 14 \ ' / 15 ' 12 11 Date: Scale: - -- --- AS NOTED n i i i Drawing Title: ch Interior Elevations co Un , Drawing No.: 04O N 6s N ALT Uti 2 East Hallwt_nay East Elevation _ ; East Hallway West Elevation A40 &0= urtS.,s�.�° .'�...�f'.' ' .ia:':�Ol:-Rai dws` ... ... .�,. ,.s.. - ..�so�.- —..�,.�,»,a "'�•a- .aa��...Tretm.�. Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2015,Page 149) General Notes: Finishing Framing Notes: Number of Number of - Patch all tie holes and other surface defects. Foundation Notes: See separate plans by architect for additional building and architectural The contractor is to verify all measurements in the field and an discrepancies are to be brought to the attention of the Joint Description Common Nails Box Nails Nail Spacing details. - Repair surface defects such as color and texture irregularities, � Y P 9 ROOF NAILING cracks,spalls,honeycombs,rock pockets,fins and other The contractor is to verify all measurements in the field and any discrepancies are to be Engineer prior to construction. Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter - The contractor is to verify all measurements in the field and any projections on the surfaces. brought to the attention of the Engineer prior to construction. Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist discrepancies are to be brought to the attention of the Wood Framing Testing 1concrete 3500i Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap Engineer/Architect prior to construction. * g . All coc , psi after 28 days minimum. 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap - Contractor is to engage a qualified independent testing agency to 2. All rebar ASTM A-615 Grade 60. Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d Fertie Structural Concrete Notes: sample and test sample materials. Fb=825 psi Blocking to Rafter(Toe nailed) 2-8d 2-10d each end - TestingFrequency: 1 composite sample for each days our of Fv=95 psi q Y� P P 1r P 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings Rim Board to Rafter End Nailed 2-16d 3-16deach end * g g 9 Rebar each concrete mix exceeding 5 cubic yards,but less than 25 cubic are to be installed a minimum of 3'below grade unless indicated otherwise. Fc perp=625 psi WALL FRAMING - ASTM A-615 Grade 60 deformed yards plus one set for each additional 50 cubic yard or fraction E=1,600,000 psi Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) perfoot thereof. 4. Rebar installed along the top of the foundation walls without windows are to be Top Plates at Intersections(Face-nailed) 4-16d 5-16d joist;-each side Concrete - Slump-ASTM C-143, 1 test at point of placement for each " 2. All Laminated Veneer Lumber is to have the folloWn minimum specifications: Stud to Stud Face-nailed 2-16d 2-16d 24"�.c. installed 10 below the top of the foundation wall.Rebar installed along the top of 9 P composite sample,but not less than 1 test for each day's pour of ( ) foundation walls with windows are to be installed 3"below the bottom of the window Header to Header(Face-nailed) 16d 16d 16"c-c.along edges - Portland Cement:ASTM C150 Type I each concrete mix. opening. Fb=2,900 psi `s` - Normal weight aggregate:ASTM C 33,uniformly graded: - Air Content-ASTM-C-231,pressure method.1 test for each Fv=290 psi �^ Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d per stud Severe weathering region,but not less than 3/8" composite sample,but not less than 1 test for each day's pour of 5. All snap off form ties are to be removed and remaining openings are to be Fc perp=650 psi Normal max.aggregate size-1/2" each concrete mix. sealed/grouted. E=2,000,000 psi - Water:Potable and complying with ASTM C 94 - Compressive Test Specimens:ASTM C-31/C-31 M cast and laboratory cure 1 set of 4 standard cylinder specimens for each 6. The foundation contractor shall coordinate with the plumbing and electrical 3. All Laminated Structural Lumber is to have the following minimum specifications: Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot Admixtures composite sample. FLOOR FRAMING - Compressive Strength Tests: ASTM C-39 test 2 laboratory contractors relative to installation of sleeves and other penetrations prior to pouring To Plate or Girder(Toe-nailed 4-8d 4-10d el joist - Air Entrainment:in accordance with ACI 301-17 Table 4.2.2.4-7%for specimen at 7 days and 2 at 28 days. concrete. Fb=2 800 psi Joist to Sill, p (T ) P 1 Fv=290 psi Bridging to Joist Toe-nailed 2-8d 2-10d each end Severe exposure. - Tests shall be reported to the Engineer,concrete manufacturer, 9 9 ( ) 7. The Engineer is to be contacted if unacceptable or questionable soil is encountered Fc perp=740 psi Blockingto Joist(Toe-nailed) 2-8d 2-10d each end and contractor within 48 hours of testing. gq ) * Concrete Mixes - Strength of concrete will be considered satisfactoryif eve during excavation.Unacceptable soil is soil containing clay and/or organic material. E=2,100,000 psi Blocking to Sill or Top Plate nailed ailed) 3-16d 4-16d each block average of an three consecutive tests equals or exceeds 4. All treated lumber is to be No.2 or better Southern Yellow Pine with the follovrin Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist g y q Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d perjoist - Compressive strength(28 days)3,500 psi specified strength and no test values fall below the specified value 8. Install isolation joints along foundation walls and at column and other floor g minimum specifications: Maximum slum 4 inches b more than 500 sl penetrations. Band Joist:to Joist End-nailed 3-16d 4-16d perjoist P Y P Band Joist:to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) perfoot - Maximum water-cementitious ratio=0.40 for corrosive protection of Fb=975 psi steel - Footings are to be installed on undisturbed virgin soil. The 9. Installed contraction joints in the cellar floor slab every 18'minimum. Fv=175 psi ROOF SHEATHING - Air entrainment-7%±1 or 1.5%at point of placement bottoms of all footings are to be installed a minimum of 3 below Fc perp=565 psi Structural Panels 8d 10d (Detail sheet S4) grade unless indicated otherwise. 10. Foundation excavation is not to be back filled prior to the installation of the floor E=1,600,000 psi * Joints framing. - The Engineer is to be contacted if unacceptable or questionable 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance with See Architectural drawings for location of construction/crack control soil is encountered during excavation.Unacceptable soil is soil 11. Backfill along foundation walls is to be clean material and is to be mechanically the manufacturer's specifications. CEILING SHEATHING joints in interior slabs. containing clay and/or organic material. compacted in 6"lifts to 95%of maximum dry density. Bonding agent is to be used at locations where concrete is placed 6. All TJI are to be installed in accordance with the manufacturer's specifications and shall include squash blocking Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field against hardened or partially hardened concrete surfaces. - Backfill along foundation walls and interior pad footings is to be and web stiffeners at bearing points on girders and other load bearing areas. WALL SHEATHING clean material and is to be mechanically compacted in 6 inch lifts. Structural Panels 8d 10d 6"edge/12'field * Placement Each layer is to be compacted to 98%modified Proctor. 7. All Trim Joists are to be installed in accordance with the manufacturer's specifications and shall include squash Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field - Concrete shall be handled,placed,and constructed in accordance with - Base Material layer shown on the drawings is to be a compactable, blocking,plywood gusset plates and web stiffeners at bearing points on girders and other load bearing areas. ACI-301-21. easy to trim,granular fill that will remain stable and support 8. Strong Backs are to be installed every 8'max or mid span of all Trim Joist floor joists with spans exceeding 8'. FLOOR SHEATHING - Consolidate concrete with mechanical vibrating equipment in construction traffic.A clean fine-grained material with at least 10 to Structural Panels accordance with ACI-309R. 30%of particles passing a No. 100 sieve but not containing silt,or 9. First floor joists to be TJI 560117/8 are to be installed in accordance with the manufacturer's specifications." " organic material is recommended. 1"or less 8d 10d 6 edge/12 field g - The areas where the cellar slabs to be installed is to be Proof 10. All straps,connectors,plates,bolts,nails,etc.are to be galvanized or stainless steel.Designated connectors, ' (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall strap etc,on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are to be used where wall sheathing nailing is reduced. IFor example,if wall sheathing is nailed3 inches on-center at the panel edge Rolled in accordance with ACI 302.1 R.The Engineer is to be be nailed/bolted in accordance Wth the r Manufacturer's specifications. to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or altemate connectors shall notified if unacceptable soils are encountered during excavation be used to maintain load path. and if Proof Rolling produces results that exceed ACI standards. 11sheathing 29 32 inch AC type plywood,(2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be sheathing shall be glued and screwed to the floor joists(6"�O.0 edges and 12e and groove,with 0 O.C. field rating of 48/24.Floor reduced to 1 -16d nail per foot. Slab Notes: Isolation joints are to be installed between the slab and the exterior 12. All wall sheathing is to be 15/32 inch AP4 Rated Exposure 1 plywood and shall be nailed with 10d common nails walls.Use preformed joint filler that is to be cut 2 inch below the 6"O.C.edges and 12"O.C.field. slab surface and the resulting joint is to be filled with an 13. Solid blocking is to be installed eve 8'Max or mid span of all floor joists with spans exceeding 8'. elastomeric joint sealant. g every P 1 P g Crack control joints are to be cut in the slab in the pattern shown 14. Double joists are to be installed below parallel walls. on the architectural drawings.Isolation joints are to be installed at each column as shown on this sheet. 15. Blocking is to be installed at all point load bearing points. Design Loads: The welded wire reinforcement is to be placed in the top thin:of 16. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C.unless indicated otherwise. the slab and is to be adequately supported by chairs with said - Roof-Live Load-30 psf Based on ASCE-7 and plates or precast concrete bar supports to assure that the 17. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless Steel. Pg = 25 psf per Figure R301.2(5) reinforcement is held in position during concrete placement and -Dead Load- 15 psf finishing. 18. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. - 1st Floor - Live Load- 100 psf Steel Notes: - Dead Load- 15 psf 1. All steel is to be ASTM Specification A-36 -Wind Loads- 130 mph Ultimate gust-ASCE-7 2. All bolted connections are to be made with A-325 bolts. qh=25.8 psf(Exposure B)Roof C&C Loads: 3. Square,rectangular and circular columns are to be ASTM Specification A500. -27.0 psf(Zone 1) -44.6 psf(Zone 2) 4• All columns are to be bolted to steel girders with 2'bolts or unless otherwise shown on the plans. -67.0 psf(Zone 3) Wall C&C Loads: 5. 1/2"web stiffeners are to be installed at all point load bearing points and over all column supports. -31.6 psf(Zone 4) 6. All welded connections are to be done by a certified welder and conform to AWS and AISC standards. -38.0 psf(Zone 5) 5. All weld joints are to use E70XX electrodes. THIS BUILDING IS DESIGNED AS AN ENCLOSED STRUCTURE. 6. All girder splices are to be made above columns. 7. Steel is to be prime coated. 7. All steel located on the exterior to be galvanized or stainless steel. 8. Unless indicated otherwise,all columns are to be bolted to steel girders with 2"bolts. 9. Steel fabricator to provide 9/16"diameter holes spaced at 16"o.c.staggered as necessary to enable steel to be secured to wood plates to the top and bottom flanges and packing to the web as necessary. 5EMIONS OF NEN/r 10. All continuous columns to be laterally supported at intermediate floors. SEp 0 11. Shop drawings for all steel connections to be provided to the architect and approved prior to fabrication. f �' A pry r- I CI Of n Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education ' / Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed J' g �V Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing ,O the seal of an Engineer,Architect,or Land Surveyor is altered,the aftering Engineer,Architect,or SSIQ�P Land Surveyor shall affix to the item his/her seal and the natation'Aftered by"followed by his/her signature and the date of such afterations,and a specific description of the afteration. PECONIC LANDING Scale:AS SHOWN Condon Engineering, P.C. WELLNESS CENTER 1755 Sigsbee Road ADDIITION AND RENOVATION Drawn by:JJC Mattituck, New York 11952 15100 BRECKNOCK ROAD Date:12/3012019 (631)298-1986 (631) 298-2651 fax GIREENPORT,NY 11944 www.condonengineedng.com NOTES & SPECIFICATIONS M I I ' I I I ( I I I I I I I I 7-6"X 2'-6'X 12'P.C.FOOTING I I 3'-0'X 3'-0'X 12'P.C.FOOTING 3'-0'X 3'-0'X 12'P.C.FOOTING I I MEET EX.FOOTING AND #5 REBAR @ 12'O.C.BOTH DIR. #5 REBAR @ 12'O.C.BOTH DIR. NO REBAR DOWEL INTO EX.FOUNDATION I I WITH#5 REBAR @ 12'O.C. NEW 8'FOUNDATION WALL WITH I I _ 8'X 24'FTG.W/(3)#5 REBAR _ IPA I ------------� ---L-- ---------J ---L----------- 1----I I ® ( I I I— Ir---- ------�--- r----------- --- --------- HSS 5 X 5 X 3/8 C LUMN UP HSS 5 X 5 X 3/8 COLUMN UP HSS 5 X 5 X 3/8 COLUMN UP , HSS 5 X 5 X 3/8 COLUMN UP C; Izo 2'-6"X 2'-6'X 12"P.C.FOOTING I I NO REBAR I I C) I EX 8'FOUND TION WALL WITH 12 , I � I 8"X 24'FTG. t— ®PAI I I 4'-0'X 4'-0'X 12'P.C.FOOTING I I I I #5 REBAR @ 12"O.C.BOTH DIR. —— I (TYPICAL) , I I BEAM PO ET I BEAM POCKET 51/2 X 11 7/8 APB CONT. , I I I 51(2 X 117/8 APB CONT. ' 2'-6'X2'-6'X 12'P.C.FOOTING I I nor � � �I NO REBAR I ( , r�T4 I I-- — -- r HSS 5 X 5 X 318 CO NUP 31/2'0 STL.PIPE COLUMN 2"fd STL.PIPE C LUMN 3112'0 STL.PIPE COLUMN I I 3'-0'X 3'-0'X 12'P.C.FOOTING #5 REBAR @ 12'O.C.BOTH DIR. I I ®PAI I I I I I ( NEW 4'CONCRETE SLAB W/6X6 W1.4XW1.4 WWM OVER 4" I I CRUSHED STONE , EX.SLAB ON GRADE I 2'-6"X 2'-6"X 12'P.C.FOOTING I I MEET EX.F OTING AND I I NO REBAR I I DOWEL INT EX.FOUNDATION I I WITH#5 R AR @ 12'O.C. ( I HSS 5 X 5 X 318 COLUMN UP Design Loads: — I I --��------J----L----------- --I ---L-----------IJ I - Roof-Live Load -30.0 psf Based on ASCE-7 ® I iy n nI - Dead Load-15 psf I_PA J II — ---------�--�-- —r---- ---------� —r 1----I - Dead Load-25 psf(Existing Roof) �. NEW 8'FOUNDATION WALL WITH HSS X 5 X 3/8 COLUMN UP HSS 5 X 5 X 3/8 COLUMN UP 8'X 24'FTG.W/(3)#5 REBAR HSS 5 X 5 X 3/8 COLUMN UP -15 psf(Proposed) I I I 3'-0'X 3'-0'X 12'P.C.FOOTING 3'-0'X 3'-0"X 12'P.C.FOOTING - Slab on Grade -Live Load-100 psf I #5 REBAR @ 12'O.C.BOTH DIR. #5 REBAR @ 12'O.C.BOTH DIR. I - Wind Loads-130 mph-ASCE-7 I I I I I I I I I I I I I I I REVISIONS " P.� OF N[j .f C� �a Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an Rem bearing <^Q Q81 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or ES5���,4\• Land Surveyor shall affix to the Rem his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. PECONIC LANDING Scale:AS SHOWN Condon Engineering, P.C. WELLNESS CENTER Drawn by:JJC 1755 Sigsbee Road AMITION AND RENOVATION Mattituck, New York 11952 15100 BRECKNOCK ROAD 0 (631) 298-1986 (631) 298-2651 fax G�REENPORT, NY 11944 Date:1213012019 www.condonengineeiing.com 1ST FLR. FRAMING PLAN A B C D E (3)2X6 POST WELD BENT BEAM AT COLUMN 2 2X8 HEADER 2 2X8 HEADER U)ZA HEADER 2 2X8 HEADER EW 2XI 2 RR @ 16'O.C. NEW 2X12 RR @ 16'O.C. HSS 5 X 5 X 318 COLUMN HSS 5 X 5 X 318 COLUMN HSS 5 X 5 X 3/8 COLUMN HSS 5 X 5 X 3/8 COLUMN ( ISTER 10 EX.TRUSSES) (SISTER TO EX.TRUSSES) 'I ' U U ♦ OZD O 0 2X12'S FLAT ♦ aU c x co co Q LU W J a I FQ�P�� ♦ W o NEW 2X 2 @ 16'O.C. N (3)2X6 POST x`'L\3\� o ' SHEAR WALL 0 co a .,�♦ r_ .c, �6 � x X z N 0 `�1�3�R♦ of N N ♦ o — N x X EO OVERLAY NEW ROOF OVER EXISTING ♦ "' X rn I / (3)2X6 POST TO VALLEY x ELD BENT BEAM AT RIDGE WELD BENT BEAM AT RIDGE WELD BENT BEAM AT RIDGE WELD BENT BEAM AT RIDGE 51/2 X 16 APB CONT.STRUCT.RIDGE V=6K 31/2"X 16'APB STRUCT.RID 31/2'X 16"APB STRUCT.RIDGE 31/2"X 16'APB STRUCT.RIDGE w I (3)2X6 POST TO RIDGE (3)2X6 POST TO VALLEY G3' PROVIDE 1/4'STL.SADDLE FOR PROVIDE 1/4'STL.SADDLE FOR PROVIDE 1/4'STL.SADDLE FOR co 5112 X 1178 APB HEADER 0 m WOOD RIDGE CONNECTION WOOD RIDGE CONNECTION a WOOD RIDGE CONNECTION a co LO J m w U w @� H J 0 O O W w CK 0 `r w N 1 ♦ x W CIO 11 C C13 Cn � W ZD LU Uj of (3)2X6 POST �` N F � ~ EW 2X 2 @16-O.C. '�jOU- 00 0 Fy 0 0 a 2X12'S FLAT ` Cli N NEW 2X'2 R @ 16'O.C. = NEW 2X12 RR @ 16.O.C. _I ` (SISTER 0 EX TRUSSES) I(SISTER TO EX TRUSSES) ` HSS 5 X 5 X 318 COLUMN (3)2X6 POST (2)2X8 HEADER (2)2X8 HEADER (2)2X8 HEADER (2)2X8 HEADER WELD BENT BEAM AT COLUMN HSS 5 X 5 X 3/8 COLUMN HSS 5 X 5 X 3/8 COLUMN HSS 5 X 5 X 3/8 COLUMN 31/2"X 16'APB STRUCT.RIDGE I i PROVIDE 1/4'STL.SADDLE FOR WOOD RIDGE CONNECTION REVISIONS _ ;11 s Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education r ` Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed �:Q% Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Q 19 2 fv� Land Surveyor shall affix to the item his/her seal and the notation'Altered by"followed by his/her A�OF ��� signature and the date of such alterations,and a specific description of the alteration. ES S10 Scale:AS SHOWN Condon Engineering, P.C. PECONIC LANDINGWELLNESS CENTER 1755 Sigsbee Road ADDITION AND RENOVATION Drawn by:JJC Mattituck, New York 11952 15001 BRECKNOCK ROAD (631)298-1986 (631) 298-2651 fax GRIEENPORT, NY 11944 Date: 1213012019 www.condonengineering.com ROOF FRAMING PLAN HSS5X5 —�2" 12•X12'Xt BASE PLATE N 13" 3/16 ' HSS 5 X 5 COLUMN 2• 31/2'0 STEEL PIPE COLUMN 518'0 X 12'LONG GALV.ANCHOR BOLTS 2• AT 28'O.C.MAX.,12'MAX.FROM CORNERS ,F—/ N 3/16 12•x12•x�• N 2X8 P.T.SILL 2X6 WALL STUDS 16'OC N HSS 5X5 COLUMN BASE PLATE TJI RIM JOIST M N " TJI 560117/8 FJ @ 16"O.C. I 3/4"STEEL BASE PLATE I 12 s. .- \ . L(ok" I TOP OF FOOTING-TOF COPPER TERMITE SHIELD ' 8'MIN. 4-3/4"0 ANCHOR BOLTS 2H 4-�"0 Anchor Bolts 6 1"STEEL BASE PLATE 7• 4-314"0 ANCHOR BOLTS " Steel Base Plate 4,000 PSI Non Shrink 2" Grout Pedestal z 8' ' GRADE(SLOPE AWAY FROM BUILDING 2%MIN. b 13" 4 10'FROM BUILDING) 1"STEEL BASE PLATE I = - e ad.e . e ~:4 •:: -; '.:" . . ~.,<`,:::t EXPANSION JOINT AND JOINT SEALER DAMP PROOFING I ' `'4 a ~•O� ~',^ / "� �'F.� 9' <':'..:'d b ` ZN d -d.• .s .. y .. n #5 BARS @ 24'O.C. _ _ 6X6-W1.4XW1 ° �, x' �l° 2X4 KEY WITH BENTONITE 6. —_ ao ° a: 4`�:;.~'_s: o z 4'POURED CONCRETE SLAB :". .n` a N z TAPE WATER STOP � aZ d #5 REINFORCING ,: 0 4-314"0 ANCHOR BOLTS 2" h.',•l:`�' t`av�—^ ,.=r .::.,SvF d - 2" ^d RODS AT 12"O.C. •d .� A N d n -. -_ BP EACH WAY(TYP.) .,. 3/4"STEEL PLATE I 3' 12' 12" �3' 10 MIL POLYETHYLENE VAPOR RETARDER a' - 1 BP COMPACTABLE GRANULAR FILL 24' FOOTING TO BE PLACED ON 2 ' IT- UNDISTURBED SOIL (3)NO.5-60 KSI REBAR STEEL COLUMN BASE PLATE AND ANCHOR STEEL COLUMN ASE PLATE AND ANCHOR 3'-0"(OR ASNOTED ON PLANS) _FOUNDATION DETAIL TYPICAL BOLT DETAIL AT FOUNDATION WALLS BOLT DETAIL T FOUNDATION WALLS TYPICAL STEP FOOTING DETAIL TYPICAL ISOLATED FOOTING DETAIL SCALE: 1/2'=V-0' SCALE 1"= V-0" SCALE 1"= V-0" I SCALE: 1/2" = V-0" SCALE: 1" — 1 x-0" TJI FLOOR JOISTS d n � a . .C3 o LU z N a 4 1/2'MIN.AIR GAP REQUIRED AT END AND SIDES. A I— Uj h- uj inLU CO a 4iv d 114"BEARING PLATE BEAM BUTT JOINT d a ON COLUMN #5 BARS @ 12'O.C. d a . 4 POCKET WIDTH BEAM WIDA+1MTN. ------24"MIN------ I � u (SEE PLV FOR BEAM WIDTH) I a d C3. " I C3 I I • olI I --------- 1 I VERTICAL REBAR 314"GALV.STEEL BASE PLATE z I i (SEE BASE PLATE DETAILS FOR PLATE 0 AND ANCHOR BOLT INFORMATION) N `V i • i i i STEEL COLUMN I I I t , 2X6 ACQ SILL STEEL POST CAP I I 1/2'THROUGH BOLTS I I WELD TO STEEL COLUMN I I 1/4'STL.PLATE NOTCH TOP PLATE 3/4" TJI FLOOR JOISTS Qa I I STEEL TUBE COLUMN TYPICAL FOUNDATION CORNER DETAIL '. . I I I SCALE: 1/2'=1'-0' 4-#5 REBAR UNDER COLUMN a BEAMS BUTTING OVER INTERMEDIATE WOOD SUPPORT FOUNDATION WALL d 1/2'MIN.AIR GAP REQUIRED AT END AND SIDES ;10" a d 2"POURED CONCRETE RAT SLAB a t `' UNTREATED GLULAM OR LVL BEAM---/ �h 44. vd 1/4"BEARING PLATE o ,If .IC.: w a d f 1: •�:: I.... .•; Z d a r �_ :• r. 1. .: Q d SEE TYPICAL FOUNDATION DETAILS #5 REINFORCING nf O FOR ADDITIONAL INFORMATION I f RODS AT 12"O.C. a . EACH WAY(TYP.) .d SEE ARCHITECTURAL 3" 12" 3" 114'STL.PLATE DRAWINGS FOR SLAB 3'-0"(OR AS NOTED ON PLANS) I 112•LAG SCREWS CONTROL JOINT STEEL CAP PLATE LAYOUT WELDED TO STEEL COLUMN STEEL PIPE OR TUBE COLUMN TYPICAL ISOLATED FOOTING - GLULAM / LVL FOUNDATION POCKET DETAIL GLULAM / LVL OVER INTERMEDIATE SUPPORT COLUMN BASE CONTROL JOINT DETAIL DETAIL AT EXTERIOR WALL _,--_--REVISIONS _. NOT TO SCALE SCALE: 1/2"=1'-0" "_ , F��a ��'h SCALE: 1 -1-0" �r}�>F c� � v �t Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the dimction of a licensed 2 j`J f Professional Engineer,Architect,or Land Surveyor,to atter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'AlteredI by"followed by his/her FES St��b signature and the date of such alterations,and a specific description of the alteration. PECONIC LANDING Scale:AS SHOWN Condon Engineering, P.C. WELLNESS CENTER 1755 Sigsbee Road AMITION AND RENOVATION rrle Drawn by:JJC 1500 BRECKNOCK ROAD Mattituck, New York 11952 � (631) 298-1986 (631)298-2651 fax G�REENPORT,NY 11944 Date:1213012019 www.condonengineeHng.com STRUCTURAL DETAILS MICROLLAM®LVL 2 X DIAMETER OF THE AND PARALLAM® LARGEST HOLE s DEPTH PSL HOLE ZONE (MINIMUM) d RAFTERS 4'-0"SPLICE(TYP.) PF—HEADER MAXIMUM ROUND 11 MICROLLAM LVL AND DEPTH HOLE SIZE 16d AT 12"O.C.WITHIN SPLICE PSL PARALLAM 4Y8, 1 WCUT SHEAR BLOCKING 6-16d NAILS(EACH SIDE) 1 1/2"TYP.(STAGGERED) ALLOWED 1 113 LE SPAN L/3 5y2' 1Y" - 7%'to 20' 2- SEE ILLUSTRATION FOR 2X TRIM BOARD FOR SHEAR BLOCKING(BETWEEN JOISTS). NOTES: ALLOWED HOLE ZONE FIELD TRIM TO MATCH JOIST DEPTH AT OUTER EDGE OF 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. WALL OR LOCATE ON WALL TO MATCH JOIST DEPTH. 2. ROUND HOLES ONLY Y Y Y JOINT IN UPPER TOP 3. NO HOLES IN CANTILEVERS. SIMPSON LSTA36 JOINT IN LOWER TOP PLATE AT STUD 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. PLATE AT STUD 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN STRAP Y (3-MAX.) ILLUSTRATIONS AND TABLES. NOTES: 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE Y STRUCTURAL ENGINEER. 1. THE MINIMUM SPLICE IS 6-16Dd EACH SIDE OF UPPER JOINT FOR 2X PLATES. USE MINIMUM SPLICE UNLESS OTHERWISE NOTED ON THE PLANS. MAXIMUM ALLOWABLE V-CUT 2. PROVIDE CONTINUOUS SHEAR BLOCKING AND VENTILATION HOLES OR LESS IN LENGTH. TYPICAL ILEVEL LVL PENETRATION TYPICAL WINDOW AND DOOR HEADER SHEAR BLOCKING DETAILS TYPICAL TOP PLATE NAILED SPLICE DETAIL SCHEDULE AND DETAIL STRAPPING DETAIL EACH CORNER NOT TO SCALE NOT TO SCALE NTS O O O E / O 010 TOP PLATE z Simpson LSTA30 Ridge OO O Strap at each Rafter OR HEADER SIMPSON MTS30 RAFTER STRAP OR 1 O O FTE AT EACH RAFTER TAIL SIMPSON H2.5A RAFTER TAIL TO TOP PLATE O O O SIMPSON H2.5A TOP H2A CONNECTOR,,, STU TOP PLATE PLATE TO STUD O O O SIMPSON 1-12A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) Nailing Zones for Roof Sheathing in 130 MPH Ultimate Wind gust Zone Zone 1 Zone 2 Zone 3 Field 6"O.C. 12"O.C. 4"O.C. SIMPSON TSPZ STRAP rSIMPSON15450PanelEdges 6"O.C. 6"O.C. 4"O.C. COAT Nailing Requirements for 130 MPH,Ultimate Gust, op. 5/8"0 GALV.ANCHOR BOLT WITH A 1/2"Thick Roof Sheathing with 8d Common Nails ( SIMPSON BP5/8 3 BEARING PLATE SIMPSON LSTA36 Roof Sheathing Nailing Details SEE FOUNDATION DETAILS I STRA 2-SIMPSON H4ZSTRAPS SCALE: 118"=1'-0" SIMPSON LTP STRAP Typical Wall and Sill Strapping Detail TYPICAL WALL AND SILL STRAPPING DETAIL WELD BENT BEAM AT RIDGE WELD BENT BEAM AT RIDGE TYPICAL BUILDING SECTION NOT TO SCALE 31/2'X 16"APB STRUCT.RIDGE 31/2'X 16'APB STRUCT.RIDGE PROVIDE 114"STL.SADDLE FOR PROVIDE 1/4'STL SADDLE FOR WOOD RIDGE CONNECTION WOOD RIDGE;CONNECTION tiss tiss9 ��``�� ��� _._r . REVISIONS-t OF NER1 . .,�..4. �} 6 �� HSS6X6X3/8 �pSEF X55 5/16 5/16 $' Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education + Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any item in any way.If an item bearing 0,.719 the seal of an Engineer,ArchftecL or Land Surveyor is altered,the aftering Engineer,Architect,orS S�ONP\,�' HSS 9X5X3/8 Land Surveyor shall affix to the Rem his/her seal and the notation"Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. 5/16 5116 5116 5116 PECnNIC LANDING HSS 5 X 5 X 3S COLUMN A TRUSS DETAIL —LL--HSS TRUSS DETAIL Scale:AS SHOWN Condon Engineering, P.C. WELLNESS CENTER SCALE: 1/4"=T-O' B SCALE: 1/4'=1'-0 1755 Sigsbee Road ADDITION AND RENOVATION Drawn by:JJC Mattituck, New York 11952 15010 BRECKNOCK ROAD (631) 298-1986 (631) 298-2651 fax GREENPORT,NY 11944 Date: 12/30/2019 www.condonengineeiing.com STRUCTURAL DETAILS S-4—",\ O NURSE = DIRECTOR i RACTIONER I 11 I I EAST HALL S-4� R- OFFICE AND1 I I 3 124 QFM = m EXAM ROOM � m I � CFM S- Z-S-2 t s 210 191 ADA BA HROOM7 — CF Mechanical Specifications r CFM m I m m CFM 6"0 Ven 17 SOUTH HA L Ducts CFM Throu 1 CFM 105 EXAM ROOM 3 � Notes: I Roo — — — _ CFM 16 All trunk and run out ducts are to be rigid galvanized. - — — ® All equipment is to be furnished and installed in Flexible ducts are only to be used at connection points accordance with the New Yorkt Sta a and local Building 4" I Codes and the manufacturer's instructions.All equipment *All run out fittings are to be equipped with balancing T 0 PV _3 S I is to be tested and balanced in accordance with the dampers. Waste Ven R_ ____________-------------------------_------ 8 ! manufacturer's instructions and the air flows shown in the Throug EXAM ROOM 2 ' m m I RECEPTION ;.o % T FM drawings. * Run out ducts are 6"round galvanized unless noted Roo ENTRY HALL = otherwise. I 382 =-_- -�- I 2 W I All work must be done in a neat and workman like CFM 1 m manner. * Duct sizes shown on the drawings are interior dimensions. l HYSICIANS I Air Handlers and Compressor/Condenser Units OFFICE -3 EXAM ROOM 4 * Floor joists/girders;/trusses are not to be notched or cut. * Equipment is to be Carrier Equipment. Consult the Engineer regarding blockages due to floor � 13 EXAM ROOM 1 17 � framing members. 14 *All equipment is to be installed in accordance with the 14�_ manufacturer's specifications. *The interiors of all diffuser and return duct boxes are to CFM 105 be painted black. 143 162 S-4 CFM *Air handlers installed in attic spaces are to be CFM 0 m CFM 0 CFM i EXAM ROOM 5 suspended from the roof framing. *The duct system is to be balanced to produce the air flows shown in the drawings. 18 --� *The fans used in the systems are to be Electronically Commutating Motors(ECM). *Supply Ducts are to be insulated with a minimum of R- R-8 insulation. o I I WEST HALL 197 * Refrigerant is to be R 410A. ME CARE© 5 CFM 142 * Return Ducts are to be insulated with a minimum of OFFICE 2 I HOME CAR I I S-4 CF *All condensing units are to be equipped with Suction R-8 insulation. OFFICE 3 I ( �� S I Line Accumulators. 7 = ® * Panned ducts are not to be used. A * Honeywell thermostats are to be used to control the -- systems. *All duct seams and joints are to be sealed with mastic. *Verify the proposed location of condensers with the *All ducts are to be cleared of all construction debris 141 Architect prior to installation prior to final completion. m CFM m * Furnish and install all signal and power electrical wiring. * Return ducts are to be acoustically lined. I * Furnish and install all piping and pipe insulation and * In rooms without dedicated returns, the doors are to be I valves for heating in all units. undercut to allow air in room to return to return duct.The I m All condensers are to be equipped with suction line HVAC contractor is to coordinate this work with the GC. I * accumulators. * Metal pans with flout switches are to be installed under HOME CARE all air handlers/systems located in finished spaces OFFICE 1 Boiler and/or in unfinished spaces adjacent to finished spaces. *See notes on M-3 *Condensate drain pipes are to be routed to condensate pumps Air Handler Equipment All units are to be equipped with drain pans with float *Air handlers installed in the attic spaces are to be switches. Systerr System supported by the roof framing and are not in contact with *Zone Dampers are to be EWC dampers and Model #1 #2 the floor framing. BMPlus5000 control system with supply air temperature Cond. Cond. sensing capability. Supply air temperature sensors are *Aprilaire Model 700 humidifiers are to be installed in all to be installed in the supply ducts in accordance with the of the systems in accordance with the manufacturer's manufacturer's instructions. Model EBD bypass dampers Installed on Roof recommendations. are also to be installed *Aprilaire Model 2200 High Efficiency Air Cleaners are to *Clothes dryer and(bathroom fan ducts are to be 4"0 be installed in each of the systems. semi rigid tubing and are to be terminated in the exterior walls with lowered vent hoods. Heat Recovery Ventilation Equipment The range hood is to be vented with metal duct in * Required Ventilation HRV#1 (Occupancy 22 People) conformance with the manufacturer's specifications.The 165 CFM Min duct is to be terminated in the exterior walls with the * Required Ventilation HRV#2 (Occupancy 13 People) vent hood specified for the vent hood by the 98 CFM Min manufacturer. Notes: Supply Diffusers and Grilles Design Data Diffuser and Grille Locations Designation Manufacturer Model Description * Diffuser and grille locations are schematic and must be Outdoor Summer DB = 83° F coordinated with the Architectural floor plans, ceiling plans and S-1 Hart&Cooley Model A503MS 12 x 12 Ceiling Diffuser Outdoor Summer WB= 71° F interior elevations on all relevant sheets. Outdoor Winter DB = 10° F ._ Bathroom Vent Fans S-2 Anemostat Model AL112-8-FG 12 x 8 Wall Diffuser Indoor Coil Entering Cooling DB =75° F R Vent Fan#1 - Fantech Model FIR 100- Non Continuous-With F Model AL112-3.5-FG l Indoor Coil Entering Cooling WB=63° F Motor Controller S-3 Anemostat 12 x 3 2 Floor Diffuser Indoor Relative HumidityCooling50% Building Ventilation S-4 Anemostat Model AL112-5-FG 12 x 5 Floor Diffuser g o Fantech HRV Model SHR 200-2 Units-200 CFM each Indoor Coil EnteringHeating DB =72 F S-5 Anemostat Moel ALI 24-5-FG 24 x 5 Floor Diffuser Indoor Relative Humidity Heating=40% PIPo � ` ES Thermostats Controls OCrestron CHV-THSTAT Thermostat R-1 Hart&Cooley Model RH45 8 x 8 Ceiling Return Register = R-2 Hart& Cooley Model RH45 12 x 12 Ceiling Return Register Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" V-0, Condon Engineering, P.C. Peconic Landing Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Wellness Center R3 Anemostat Model TI-1 N 5 x 24 Floor Return Grille Professional Engineer,Architect,or land Surveyor,to alter any item in anyway.If an item bearing 1755 Sigsbee Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation'Altered by"followed by his/her Date : 1-22-20201500 Brecknock Rd signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Greenport, New York 210 1 CFM Hot Water Pipes To Crawl Space AH 7„ 162 2"0 Hot Water Pipes Up To Boiler q "0 7 CFM M_2 Hot Water Pipes From Boiler 142 „� 124 f CFM QFM 0 oiler I lip ng -9910 efrigerant Lines to Compressor/Condenser w w 162 16 x 16 CFM 3"0 17 228 Ito 191 f CFM vD VD VD vo �— V FM Refrigerant w I CFM 124 ipes To Roof 210 6"0--,\ 5"01ZCFM Compressor/C n le ser CFM '/-7"0 to 10,10 CFM 105 7�� CFM 7CM 18 x 18 7" 141 CFM CFM CO 12' .� 141 72 382 IM CFM 197 105 9" CFM CFM CFM 228 "0 105 CFM 142 Ito�7 6„ CFM 142 CFM 7"0-\ 4 t 62 191 CFM M I FI 4 CFM VD VD VE) System 16 x 16 .0 18 x 18 #1 197 "0 w CFM r 143 } I 162 CFM I CFM 811 HRV 7"0 „0 CFM RV1" RV#2 Copper Return Insulate efrigerant Lines 1 Copper Supply Insulated 8"0 Throug Foundation and Up 7"O-,\ Exterior Side of Wall Crawl Space Mechanicals See Detail on M-3 " GQ141 Scale a inch = 1 ft. ..— CFM 1 " PVC of PVC nBoiler and Refrigerant Pipe Details Scale 1 inch = 1 ft. Systerr System #1 #2 Cond. Cond. Installed on Roo it Attic Mechanicals Scale-!inch = 1 ft. 05 84 FESSION��' = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" 1'-0, Condon Engineering, P.C. Peconic Landing Law,Article 145,Section 7209,for any person unless less acting under the direction of a licensed Drawn by : JJC 9 Wellness Ce n`e 1 Professional Engineer,Architect,or Land Surveyor,to after an item in an way.If an item bearing 1755 Si sbee Road the seal of an Engineer,Architect,or Land Surveyor is altered,the aftering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation Aftered by"followed by his/her Date : 1-22-20201500 Brecknock Rd signature and the date of such alterations,and a specific description of the afteration. (631) 298-1986 Greenport, New York 4"PVC Waste Vent " Boilers-Weil McLain Model EVG 110 Net IBR= 101 MBH Propan 6" Fan Vent Gas Fired * Boiler and water piping is to be filled with 40%Glycol water solution. "Galy Steel i "Circulator Pumps are to be Taco Model 0013-SF3 unless indicated i otherwise. i *Water supply and return lines are to be insulated with a minimum of i O 1-V foam or fiberglass insulation. i VG110 "The boiler and heat coils are to be tested for leakage in accordance o o i O with the manufacturers'instructions. i i * Floor joists/girders are not to be notched or cut. Holes required for O pipes are to be drilled through joists/girders in accordance with the stem #1 following: Ceiling Vent Fa -Holes should be no larger than%3 the depth of the joist or girder. -The holes should be no closer than 2 inches to the edge of the joist/girder. *Consult the Engineer regarding blockages due to the floor framing members. i I ti Auto Air Eliminator 1 "0 Type L Copper with 1Y" Insulation Heat C 'I a� ra• , yste •- e• Taco Model 0013-SF ; System#2 Auto Air Eliminat r 1 "0 Type L Copper i with 1Y2" Insulation #1 # System Specifications Heat Coi Offices 1-3, Physicion's Location Entry Hall, Office, Nurse, and Bathroom, Water Supply _ Director Offices Exam Rooms - - - Reception Area 1-5 Green System # 1 2 trap to Wall 12" 2"0 Type L Copper Max with 1Y"Insulation System#1 Design Loads 8"0 PVC Sensible Cooling (BTUH) 16,152 20,943 LJ Latent Cooling (BTUH) 9,041 6,872 "0 PVC Total Cooling (BTUH) 25,193 27,815 8"0 Flex Boiler Piping- _ 1 Y2"0 Type L Copper with 1'/2" Insulation 36.4 37 -° Heating (MBH) H RV a b ® System Specifications ® Air Flow (CFM) Part/Full Load 960 / 1,200 960 / 1,200 _ 'b A Well McLain Model EVG 110 Air Handler* FV4B005 FV4B005 Ok LTC Compressor/ Condenser 24ANB148A 24ANB148An HRV #2 Vent Pipe Details ''�2��" � ' i • Y+i �;��' A, Y Scale 2 inch = 1 ft. ** AXW110 AXW110 � .� Hot Water Coil # ; Zones 2 2 ESS * Carrier Equipment ** Atlantic HVACR Equipment = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" V-01 Condon Engineering, P.C. Peconic Landing Law,Article 145,Section 720 ,for any person less acting under the direction of a licensed Drawn by : JJ C Professional Engineer,Architect Land Surveyor,to after an dem in anyway.If an item bearing 1755 Sig sbee Road Wellness Center Cn}C the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Archftect,or Mattituck, New York 11952 Land Surveyor shall afro to the item his/her seal and the notation'Altered by followed by his/her Date : 1-22-20201500 Brecknock Rd signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Greenport, New York E=lectrical Specifications LEGEND 1. Provide all labor, materials, equipment, tools, and services for complete new electrical equipment for this project including: T WIRED TELEPHONE LOCATION a. Grounding of all equipment. DT DATA JACK b. Cutting,drilling and patching as required for the installation of the work of thisTHERMOSTAT T division. DUPLEX OUTLET HUBBEL HOSPITAL C. Wiring devices, outlet boxes and associated circuitry. GRADE MODEL HBL8300, 120 VOLTS d. Exit lighting fixture modifications, outlet boxes, lamps, lighting controls and total DOUBLE DUPLEX OUTLET HUBBEL installation including associated circuitry. HOSPITAL GRADE MODEL HBL8300, 120 VOLTS e. Telephone and Data-These connections are to be coordinated with the the GFI DUPLEX OUTLET HUBBEL HOSPITAL communications contractor. GFI GRADE MODEL GF8300, 120 VOLTS f. Temporary light and power service, and distribution system for construction purposes. WALL SWITCH-Hubbel HBL1221 g. Nameplates labeling and identification of equipment, cabinets,wiring devices and s 3 WAY WALL SWITCH - Hubbel HBL1223 circuitry. P1-6 HOME RUN -PANEL AND CIRCUIT 2. All work shall be performed in accordance with the National Electric Code, New York State NUMBER Building, Energy and Fire code, Suffolk County applicable codes and all other applicable O SMOKE DETECTOR-SAME AS codes and regulatory publications. INSTALLED IN OTHER AREAS 3. Where discrepancies arise between codes, specifications, or drawings, the most restrictive requirement shall apply. CO CO DETECTOR-SAME AS INSTALLED IN OTHER AREAS 4. All equipment:to be installed in accordance with manufacturer's instructions, unless noted otherwise. T 5. Obtain all permits required to commence work and, upon completion of the work, obtain and Q 43 deliver to the Engineer a Certificate of Inspection and Approval from the State Board of Fire T NUBS Underwriters or other authority having jurisdiction. PRACTION RS 6. Obtain all required approvals, inspections and certificates for the various systems as required OFFICE AN EAST HALL P1-9 G by the town, local authorities and the owner. Provide an Underwriters Certificate at the EXAM ROO M ICAL 3 I completion of the project and payment of all fees and charges in connection with the work in © r DIRE OR this division. Q P1-10 1 - T GFI 1141 7. Provide Certificate of Compliance from State Board of Fire Underwriters or other authority EXAM ROOM 3 p DT having jurisdiction upon job completion prior to submission of final payment. T ADA BATHROOM ~ 16 I I � FI 8. Provide daily cleanup of the work site from debris generated by the work of this contract. 12 ' Legally dispose of debris upon completion of all installation, lamping, and testing, thoroughly EXAM ROOM 2 inspect all exposed portions of the electrical installation and completely remove all exposed P1-7 labels, soils, markings and foreign materials. 15 9. Provide manuals, guarantees,warranties and equipment demonstrations to the owner at completion of the work. rq I , 10. All work shall be guaranteed by the contractor against defects or malfunction of equipment i RECEPTION G I �, EXAM ROOM 4 P1-3 ENTRY HALL resulting fromi the use of inferior materials, equipment, or incompetent workmanship for aP1 I w 1 17 period of one year from the final acceptance of the contract, this date as determined by the I P1_ Z ,"l GFI i =� owner, in writing. all guaranty/warranty, unless noted otherwise, shall commence from that I ¢ GFI 1 date. i I HYSICIA v ____�_ _��__� _ __�_ P1-11 OFFICE FI 11. Furnish the necessary skilled labor, and equipment, for operating and testing the systems, as I EXAM ROOM 1 OUTH HALL specified. 13 ' 1 14 1 1 4 i 12. Verify all dimensions and conditions at the site. No extra compensation will be allowed because of differences between actual dimensions and spaces and sizes indicated on (qb-dp) drawings.An,,r differences found and their proposed adjustment shall be submitted for GFI DT I approval before continuing with the work. HOME CARE T HOME CARE ' 13. The locations shown on the drawings are generally schematic and approximate. Exact OFFICE 2 UFF CE 3 EXAM ROOM 5 locations, distances, levels, and other conditions will be governed by job decisions of the Engineer. DT P1- P1-6 I P1-12 , WEST HALL 14. Provide all labor and materials necessary for grounding connections as required by the National Electrical Code, State, local codes or ordinances and the power company. This GFI includes the grounding of all apparatus furnished under other sections of the specification P1-8 and/or by the owner but installed and/or connected by the contractor. I I '' o 15. Provide a temporary light and power system (as part of this contract) adequate for the requirements of all trades during construction. Temporary system shall be disconnected and removed when permanent service is in operation. 16. All exposed wiring is to be in conduit. All other wiring is to be MC type wire. HOME C OFFICE RE Drawing Notes: 17. Conduits: sizes of conduits shall be as required by applicable codes. 8 Review Notes on other Electrical Drawings. I 18. Provide insulated bushings on all conduits entering boxes or cabinets. All work and material is to be in accordance with the National I DT Electrical Code and local electrical codes. 19. For individual exposed conduits passing through walls, install non-metallic sleeves to protect I the conduit against action of alkaline substances,which may be present. 1 -All exposed wiring is to be in conduit. All other wiring is to be MC 20. Power and lighting conductors number 8 or larger shall be stranded copper with type THWN type wire. insulation (600 volt); number 10 or smaller shall be solid copper with type THHN/THWN insulation (600 volt). All wire shall be#12 copper minimum unless noted otherwise. 2. Unless noted elsewhere in the Specifications or Architectural and 21. Branch circuits shall be#12 AWG CU, unless otherwise noted on the drawings. Branch circuit 2-1 ,1 Electrical Drawings, the following typical mounting heights above in excess of 50 feet from panel to center of load shall be#10 AWG minimum and as required finished floor are required for the devices shown except those by code. Branch circuits in excess of 100 feet from panel to center of load shall be#8 AWG installed in the shop area. All devices, wiring, etc. in the shop area minimum and as required by code. P2-10,11 are to be in accordance with NEC Article 511. 22. It shall be the responsibility of the contractor to see that the circuiting work is balanced on - Switches - ------ --48" phases. Systerr System - Receptacles--12" 23. Test out and inspect all wiring in lighting fixtures, switches, etc., set or wired under this #1 #2 -Telephone Jacks--12" specification. Leave wiring free from any grounds, crosses, shorts, broken wire, etc., and Cond. Cond. leave all materials and apparatus in proper and satisfactory working condition. The heights shown shall be to the bottom of the mounting box unless otherwise noted. 24. Tape all joints with rubber tape 1-1/2 times the thickness of the conductor insulation,then cover with friction tape or vinyl-plastic electrical tape. Installed on Roof 3 - Revise existing panel schedules as necessary. 25. Outlet boxes shall be galvanized stamped steel or cast iron for exposed conduit work. Q 4 -All communication cable is to be CAT 5 ' ��'"�` 26. In general, the mounting heights of the various outlets shall be as shown on drawings, indicated on the symbol list, or as listed below. In certain locations, the required heights will , vary to accommodate equipment to be located properly in the Architectural drawings, or shall 5 -All smoke and CO detectors are to be connected to existing system , be determined at the construction site by the Architects representative. > `n 16184 27. All new service panels shall be identified. provide engraved nameplates (three-layer laminated q phenolic,white letters on a black background and fastened with counter oval head brass �ESS10 machine screws or rivets)of minimum letter height as scheduled below: a. Provide tape labels, embossed adhesive tape,with 3/16 inch white letters on a black background, only for identification of individual wall switches and receptacles. Scale: 1/4" = V-0' Condon Engineering, P.C. 29. Provide all necessary hangers, plaster frames, supports, conduit adapters, reducers, hooks, Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education P e eco n i c Landing brackets and other hardware required for safe lighting fixture mounting. Hardware shall have a Law,Article 145,section 7209,for any person unless acting under the direction of a licensed Drawn b JJC protective non-corrosive finish (stainless steel or equal). Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing y ' 1755 Sigsbee Road Wellness Center CA the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 30. Material and equipment shall be new and shall bear the label of the underwriters' laboratories, Land Surveyor shall affix to the item his/her seal and the notation'Aftered by'followed by his/her Date : 1-22-2020 1500 Brecknock Rd inc., or other nationally-recognized, independent testing laboratory,wherever standards have signature and the date of such alterations,and a specific description of the afteration. (631) 298-1986 been established and label service regularly applies. Greenport, New York LIGHTING FIXTURE SCHEDULE FIXT... TYPE MANUFACTUR... MODEL NO. COLOR/... NOTES/ LAMP A SURFACE LUCID LIGHTING DOUBLE WHITE 8W 2700K LED MOUNTED CEILING GALLERY 4 A.1 SURFACE PHILIPS SLIM SURFACE WHITE 8W 2700K LED MOUNTED CEILING LED HOUSING: B RECESSED WAC LIGHTING HR-3LED-H17A 22.5W 2700K LED CEILING TRIM: R3ARDL-F827-WT WHITE RECESSED HR-3LED-H17A B.1 CEILING WAC LIGHTING 22.5W 2700K LED ADJUSTABLE TRIM: WHITE R3ARDL-F827-WT C PENDANT TBD 16W 2700K LED D SCONCE TBD 16W 2700K LED E UNDERCAB WAC LIGHTING HR-LED90-27-WT FROSTED LENS F REMOTE EXHAUST PANASONIC WhisperLine 340 WHITE NONE FAN WHISPER LINE CFM EMERGENCY LIGHT LITHONIA G WALL LIGHTING EUC2 WHITE EMERGENCY LIGHT LITHONIA CONCEALED H CONCEALED... LIGHTING VEL WHITE RECESSED... EMERGENCY LIGHT LITHONIA RECESSED I RECESSED... LIGHTING ELR WHITE CEILING LIGHT INCLUDE BRUSHED PENDANT J EXIT SIGN EVENLITE RZR3-EM-R-U-BA ALUMNINUM MOUNT FOR ALL SLOPED CEILING LOCATIONS SMOKE/CO SILLOUETTE DETECTOR KIDDE COMBO WHITE - FLOOR OUTLET RACO ROUND DUPLEX BRASS - 1 NOTE: ELECTRIC RISER AND ANY OTHER CONDUIT INCLUDING THE INTERCOM TELEPHONE m WILL NOT BE AFFECTED BY THE PROPOSED MODIFICATION 8NOTE: ANY OTHER COMPONENTS NOT SPECIFIED ON THESE DRAWINGS THAT u4RE NEEDED FO FIXTURES TO BE IN WORKING ORDER MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO BID PRICE E 1 D E-D—] O , i 0 Alm EXAM ROOM 3 EED / Connect to Exit Sign B S © © 1 1 E Above NU E '— '—'— @) PRACTIONERS M DICAL / OFFICE ANDi G DI ECTOR / I EXAM ROOMD / Connect to E rgency I 1 1 E © E � B Light in Hall Belo � P1-18 / A I I / E S B B E B.1 13.1 I B.1 B © AEXA ROOM 2 EXAM ROOM 4 E B B BATHR I6.1 6.1 / / RECEPTION � 6.1 6.1 � 6.1 $ '1 E ° I , A 1- I P1-1 O - - - - - G I — � I - - - - - — - - - - - - - - - YSICIANS P1-17 \ \ COO I O CO I FFICE j B.1 B.1 6.1 \ A I 1 1 E © 0 0 ° E I ENTRY HALL 6.1 6.1 j 6.1 E P2 \ © II \ \ I P1 A) A E OM 1 \ I EXAM ROOM 5 E B \ I I B B B © B \ I I E Connect to Switch in 6 B \ B.1 .1 .1 HO E CARE \ I 1 O 1 Exam Room 5 FICE 2 OM CARE \ \ I S OF ICE O \ - - - - - - - - - - - - - - - - -- - - - - - - - - o \ B. 6.1 .1 E B B © B B 1\ 1 DDI D \ \ Con Ct to Swl in P1-16 ® ® \ J Exa oom 1 E HOME ARE OFFI E 1 a0 �� '�+ El = INN X Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak State Education Scale: 1/4" 1'-0' Condon Engineering, P.C. Peconic Landing Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any Rem in any way.If an item bearing Y 1755 Sigsbee Road We l i n e s s Center the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the Rem his/her seal and the notation'ARered by'followed by his/her Date : 1-22-2020 1500 Brecknock Rd signature and the date of such alterations,and a specific description of the alteration. (C31) 298-1986 Greenport, New York oiler Piping o � E P2-1 0 P2-6,7 System #1 Zoeller Model 915 Grinder P2-8 P2-3,4 Package P2-1 RV#2 Crawl Space Electricals Scale-1 inch = 1 ft. I I -CCE-1 0 N -CCW-1 20 P -12,13 P2-10,11 Attic Electricals Syste System #1 #2 Scale a Inch = 1 ft. (3) 1/0 THHN,THHW Feeders Cond. Cond. ith (1)No.6 Gird in 2 "Sched 80 PVC Installed on Roof P1 Recepticle and Lighting P2 Mechanical Square D Model 00124M150G Square D Model Q0124M150G Breaker Breaker Breaker Breaker Position/Ckt# Use Breaker Size A B Breaker Size Use Position/Ckt# Position/Ckt# Use Breaker Size A B Breaker Size Use Position/Ckt# Q0124M150 Panel 1 Horne Care Offices 1 &2 15A-AFC 1,440 1 Air Handler# 1 15A 816 Q0124M150 Panel ith 150 Amp Main 107!7"71260 15A-AFC Home Care Offices 2&3 2 816 15A Air Handler#2 2 with 150 Amp Mai Breaker 3 Nurse Practitioners Office& Exa 15A-AFC 1,260 3 15A 816 Breaker 150 150 1,080 15A-AFC Medical Director 4 ` . 816 15A 4 ser#1 40A 3,408 P 5 Reception 15A-AFC 1,440 5 Corepressor/Conden — P-2 1,080 15A-AFC Physicians Office 6 3,408 40A Compressor/Condenser#2 6 7 ADA Bathroom 20A-AFC1,500 = 7 40A 3,40vj" 1,260 15A-AFC Exam Room#1 8 3,408 40A 8 9 Exam Room#2 15A-AFC 1,260 9 Spare 1,080 15A-AFC Exam Room#3 10 300 15 A HRV#2 10 Electrical Riser Drawin 11 Exam Room#4 15A-AFC 1,260 11 HRV#1 15A 300 ' 1,080 15A AFC Exam Room#5 12 Spare 12 M� :.,; ;,. t 13 pare 13 Boiler ; P , - a 840 15 A Sew age Elector 14 �' '71, �• `� 15 Exiit and Emergency Lt 15A-AFC 260 15 Spare Y Spare 14 9 Y 9l 855 15A-AFC Physician Off.Exam Rms&Bathroom Ltg 16 ' Spare 16 ;. Plans are prepared by Condon Engineering,P.C.P C It is a violation of the New York State Education � •� 17 Home Care Off. 1 &2 8�;"Ltg 15A AFC 270 17 S are = , I 9 P Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 513 15A-AFC Nurse,Med Direct. Offices &Entry Ltg 18 I'Spare 18 Professional Engineer Architect,or Land Surveyor,to alter any item in any way.If an item bearing p the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or �l fj8 ' are Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her 19 Spare 19 Sp signature and the date of such alterations,an a specific description of the a e spare ato20Spare 20 FESS1O��' 21 Spare 21 Spare Spare 22 SparWII e 22 23 Vaulted Ceiling Ltg 15A-AFC 540 224 15A-AFC Reception Ltg 24 23 Spare Scale 1/4" — 1' 0' P Spare 24 - - Total Arne Load 69.5 77.7 y Condon Engineering, P.C. Peconic Landing Drawn b JJC 1755 Sigsbee Road Wellness Center Total Arep Load 79.9 72.9 Total VA Load 8,343 9,319 Total VA Load 9,5881 8,748 Mattituck, New York 11952 Date : 2-18-2020 (631) 298-1986 1500 Brecknock Rd Greenport, New York NURSEJ- PRACTIONERS EAST HALL OFFICE AN EXAM ROO Q MEDICAL n 3 6 D DIRECTOR o r 122 SF 11 EXAM ROOM 3 �� ' 95 SF 16 i ADA BATHROOM I � 12 LU 0 EXAM ROOM 2 I 15 I 4"0 PV Waste Ven RECEPTION ThroPugoID �ra'�� SOUTH HALL EXAM ROOM 4 ENTRY HALL Q 'm' I 1 I I )HYSICIANS -------------------—----------------------- I OFFICE 13 EXAM ROOM 1 14 I HOME CARE HOME CARE OFFI E 2 OF FICE 3 isting CO in Floor EXAM ROOM 57 ;---� II WEST HALL ; II ' HOME CARE OFFICE 8 I I I J' 16 ti t. SSI(j) = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" 1'-0, Condon Engineering, P.C. Peconic Landing Law,Article 1458,Section 7209,for any person unless less acting under the direction of a licensed �s Drawn by : JJ C 9 Wellness /tl�/^I I n^�� �^n} Professional Engineer,Architect,or Land Surveyor,to alter an item in an If an item bean 1755 Si sbee Road V M C C Center the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by'followed by his/her Date : 1-22-2020 1500 Brecknock Rd signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Greenport, New York Existing 2"Wast 1 I II New 1"0 C CO os I New 2"0 CFS I • oiler Piping I 1 1" Sched. 40 I New 2"C ' 1, „ ( ew 2 H Gas Line Connect to Existing 2"Wast New O C Existing New 4"0 C I I aE ew 4"0 Cl A S A GAS CO .t I ;;;�—New-t"CW CO „ ! I New New 2" New 2"0 C — , i ew 2 CW Ne Water CW riderer Slab BE to I I o,; ew 2„ CW New 2"0 C ' I ew Down to nd Under Slab Below Lines to New ' I ew 4"0 Cl J Existing 'I Attic Insulate New Insulated " W �„ CO 1" HW I 1" HW New Insulated s HW New 1„C L0-- — _ _ _ _ _ — _ — _ _ — _ — __ — I New Insu at ad 2” HW LS— — 7 C 0— - - - - - - -- - - - - — xistinNew Insulated 2" HWR7 System g CO CO New 2"0 C I #1 1 T-0C Existing 2' HWR7 Zoeller ' ew " W New TO Waste-/ Model 915 — :—1 Grinder 2" HWR Package New 1"0 C Existing 4"Wast RV#2 ' Crawl Space Plumbing Scale-! inch = 1 ft. I Attic Plumbing Scale a inch = 1 ft. O B P• F� 051 p�QFESSIO���' r = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" 1'-0, Condon Engineering, P.C. Peconic Landing Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing Y 1755 Sigsbee Road Wellness Center the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Date : 2-18-20201500 Brecknock Rd signature and the date of such alterations,and a specific description of the alteration. (631 298-1986 Greenport, New York Plumbing Specifications 1. General: Min 6" All work shall conform to the most current edition requirements of the New York State Plumbing Code, Mechanical Code, Plumbing Vent Fire Code and Property Maintenance Code of New York State and all Local Plumbing Code Ordinances, Suffolk County /� Department of Health Services. Rubber Seal Connect to Existing Servi 2. Domestic water piping: cold and hot water, Type 'L' Copper Tubing (ASTM-B88) with solder type fittings. Solder shall be Carrier Flashing Collar lead-free 95-5 Tin/Antimony. EVG 110 3. Valves: 101,000 BTU Flashing Shall be Glued and Shingles Installed Over Flashing Furnish all valves of Crane, NIBCO, Milwaukee or other approved manufacturer, as indicated on the drawings, or as may be 1"Sched.4 Shall be Glued (Not Nailed) in Place required for the proper control of the pipe lines installed under these specifications, so that any fixture, line or piece of apparatus may be cut out for repair without interference or interruption of the service to the rest of the building. All water —' valves shall be brass 200 psi, cold water rated, unless otherwise noted or specified herein. all valves shall be of one Gas Notes: _ manufacture, unless otherwise specified herein. Assumptions: 4. Cleanouts: -Natural Gas Inlet Pressure=2 PSI or Less -0.5- Inch Water Column Pressure Loss Cleanout fittings shall be extra-heavy pattern, cleanouts with heavy cast iron or brass screw jointed cleanout plugs. Provide -Specific Gravity of Gas=0.63 cleanouts in every change of direction in all soil,waste. -Heating Capacity of Gas= 1,000 BTU/CF -Total Gas Load = 101,000 BTU = 101 CFH 5. Provide and install no-hub sanitary, waste&vent piping cast iron piping (ASTM A888) for sanitary&waste above grade. Vent Through Roof Detail 6. Escutcheons and sleeves: where pipes pass through walls, floor or partitions, no. 22 gauge galvanized metal sleeves shall Gas Plumbing Riser Drawing NTS be provided and spaces between sleeves and pipes shall be tightly caulked with mineral wool, or other fire stopping material, and seal with a non-hardening flexible sealing compound. Sleeves shall finish flush with both sides of wall, floor or partition., pipe sleeves shall be large enough to accommodate piping plus insulation. Also, provide split escutcheons in finished areas. 7. Pipe Insulation Pipe (Typ. a. All piping shall be insulated with glass fiber pipe insulation/blanket with factory applied jacket. thickness shall conform to Nurse Practioners the following,: Insulation shall be Ooffice and Domestic cold water piping - 1" Exam Room provided with the same I P p 9 performance as the Hot&tempered water piping - 11/2"Thick on 2"&smaller firestopping material I Metallic pipe b. Manufacturers: Knauf, Type ASI-SSL, Owens-Corning "Fiberglas 25"for pipe covering and Zeston "one piece fittings," t' Childers Products Co. "Poncho,"OR Insulcoustic Corp. "Insulsure"for pipe fitting covering. Y2'HWR Concrete wall or floo 6.0( IN.) 1'C 8. Insulation on all cold surfaces shall be applied with a continuous, unbroken vapor seal. Hangers, supports and anchors, ° ,• :° :° °; °; that are secured directly to cold surfaces shall be adequately insulated and vapor sealed to prevent condensation. ' ' • c n c 4 4 .. 4 . . . . '•• , Rigid insulation inserts shall be installed as required under outside hangers. Inserts shall be of equal thickness to the adjoining insulation and shall be provided with vapor barrier seals where required. Insulation inserts shall not be less than the following lengths: ADA Bathroom Exam Room 1 Exam Room 2 Exam Room 3 Exam Room 4 Exam Room 5 6' N.) Steel pipe sleeve '/z inch to 2%-inch pipe sizes: 6 inches long o ling as required (typ.) 9. Plumbing fixtures: y'CW Pipe insulation a. Furnish and install complete all new fixtures and fittings as shown on the plumbing fixture schedule. y•HW as required (typ.) U U U = U = U b. All exposed metal work at fixtures shall be brass, heavily chrome-plated. all trim shall be manufacturer's brass. a a a c. Warped or otherwise imperfect fixtures will not be accepted. Note: Pipe sleeve shall be sized to provide IwHW "CW tCW 1/4"clearance around pipe d. Every fixture shall be equipped with hot and cold water supply shut-off valves, (stops)satin finish,chromium-plated HM Typical Concrete Floor or Wall Penetration where exposed. Shut-off valves and hydrants in toilet rooms shall be key operated type. cw Detail e. All fixtures shall be white unless otherwise noted NTS f. Provide and install air chambers for water closet cold water supply.Air chambers shall be Josam Absorbotron#75000 or Water Plumbing Riser Drawing approved equal. install as per manufacturer's recommendations g. Where required, provide and install chair carriers for all plumbing fixtures. h. Pipe hangers&supports: manufacturer: clevis type and roller type hangers shall be as manufactured by ITT Grinnell Co., Central Iron, Leifried,or equal. 10.Inspection &Testing: a. When the drainage and water piping installed under this contract has been completed, and prior to covering or 5/8" Hex. Nuts with Flat Waslhers, Galvanized concealment, make the following tests: or Electroplated • The waste and vent systems shall be filled with water and proven watertight prior to covering or concealment, as per Roof — 5/8"Steel Rod, N.Y.S. Plumbing Code Section 312. Nurse Galvanized or Electroplated ner tios • Completed sanitary drainage and vent systems shall be tested and proven gas tight as per N.Y.S. Plumbing Code PracADA Bathroom Exam Room 1 Exam Room 2 Exam Room 3 Exam Room 4 Exam Room 5 (Threaded Rod Not Allowed) Section 31:2. Ooffice and Exam Room • Domestic water piping shall be subjected to testing as per N.Y.S. PLUMBING Code section 312 shall be free from Air N Air Air Air Air Air leaks or other defects. Admittance Admittance Admittance Admittance Admittance Admittance Valve Valve Valve Valve Valve Valve _._Standard Clevis Pipe Hanger, • No caulking will be permitted. all leaks must be repaired by replacement of piping. a Galvanized or Electroplated b. Prior to installation of any sanitary piping and systems, the contractor shall notify the local plumbing inspector for the inspection dates. All work under this section shall meet the requirements set by local building department regulations, N iv N N iv N CO N1% including all necessary permits. Existing 2"Wast 9V N Pipe Insulation 12.Cleaning: 4" CO After all plumbing fixtures and equipment have been set and ready for use and before leaving the job,thoroughly clean all 4- 4" fixtures, removing all plaster, stickers, rust stains, and other foreign matter or discoloration of fixtures, leaving every part in Existing CO CO acceptable condition and ready for use. PIPE HANGER Gas N.T.S. Existing 4"Wast Zoeller 1. All gas lines routed within the building are to be Schedule 40 black steel and wrought iron standard weight pipe complying Model 915 Waste Plumbing Riser Drawing ; Grinder ��;� � c,4> • with AS ME B 36.1,10M,ASTM A 53 or ASTM A 106. O Package ` ft' + °G , 2. Furnish and install and connect gas service line to Boiler. 3. Furnish and install a black pipe gas line as shown in the drawings. , 1684 4. The gas pipes are to be properly supported at intervals specified by the building code with steel clevis hangers. Frssko���' . 5. Gas valve is to be installed at the boiler. 6. All gas lines are to be pressure tested for leaks. = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" 1'-0, C)ndon Engineering, P.C. Peconic Landing Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC We I I n e S S C e n to r Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing 1755 Sigsbee Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 2-18-20201500 Brecknock Rd signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Greenport, New York