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HomeMy WebLinkAbout47420-Z ¢pSUEFOtk o Town of Southold 8/17/2023 -A P.O.Box 1179 y x 53095 Main Rd oy p� 4' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44456 Date: 8/17/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 5050 Nassau Point Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: l l 1.-8-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/15/2021 pursuant to which Building Permit No. 47420 dated 2/7/2022 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: single-family dwelling;with finished basement and roof terrace as applied for. The certificate is issued to O'Conner,Courtenay&Brent&Ors. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1411 1/19/2023 ELECTRICAL CERTIFICATE NO. 47420 5/30/2023 PLUMBERS CERTIFICATION DATED 6/6/2023 and umbing IAC ut on Signature O�gUFF 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#: 47420 Date: 2/7/2022 Permission is hereby granted to: O'Conner, Courtenay 123 Rutland Rd Brooklyn, NY 11225 To: demolish existing dwelling and construct a new single-family dwelling as applied for per SCHD approval. At premises located at: 5050 Nassau Point Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 111.-8-14 Pursuant to application dated 6/15/2021 and approved by the Building Inspector. To expire on 8/912023. Fees: CO-NEW DWELLING $50.00 DEMOLITION $674.20 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,574.00 Total: $3,298.20 Buildi Inspector �QgUFFQ(o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY ,r 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#: 47843 Date: 5/23/2022 Permission is hereby granted to: O'Conner, Courtenay 123 Rutland Rd Brooklyn, NY 11225 To: 300A underground electric service At premises located at: \ f 5050 Nassau Point Rd., Cutchogue V O L o c4j-p- D� SCTM #473889 Lf') q a C� Sec/Block/Lot# 111.-8-14 Pursuant to application dated 5/23/2022 and approved by the Building Inspector. To expire on 11/2212023. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 Own BUILDING DEPARTMENT' TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Courtenay O' Conner Address: 5050 Nassau Point Rd city:Cutchogue st: NY zip: 11935 Building Permit* 47420 section: 111 Block: 8 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Peconic Power Systems License No: 45056ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 130 Ceiling Fixtures 173 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 150X2 A/C Condenser 5 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 5 Range Recpt Gas Ceiling Fan Combo Smoke/CO 13 Transfer Switch 150A UC Lights Dryer Recpt G2S Emergency Strobe Heat Detectors Disconnect Switches 75 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, DW-2, Mini Fridge, Wine Fridge, Dual Oven, Hood, Micro, W/D-2 150A Panel - 2 Notes: New Two Story House w/ Finished Basement Inspector Signature: - Date: May 30, 2023 S.Devlin-Cert Electrical Compliance Form / 8 !N V` SO Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT 1 TOWN OF SOUTHOLD �U� 9 2023 u CERTIFICATION i k Date: r Building Permit No. i Owner: (Please prim)-- i t Plumber: t v�� Pt vq'vb"t n�q (R ease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i (Plumbers Signature) Sworn to before me this day of T r)C 20 �3 4-QA AA I i i Notary Public, County i Jennifer Cummings NOTARY PUBLIC.STATE OF NEWYORK Rni&Won No.OICU6397181 Qoaliiiedm Suffolk Cowry C4mmi8don Expires 09/092013. i �o,*Of SOGTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `ycourm�f`' 765-1802 INSPEC ION V UNDATION 1ST- [ ROUGH PLBG. I V1 S�i,IQ [ ] FOUNDATION 2ND L [ ] 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: '[i),Vvt iA l,t� O V/ A, k Nonts ✓n t b(oV 0 otv 1� � 0 P24L "14 Alft %vk,4L DATE 'o' Z INSPECTOR Of 50l/Th°�c # # TOWN OF SOUTHOLD BUILDING DEPT. ^ourm a 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST LBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING FRAMING /STRAPPING [ ] FINAL [ ] FIR [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: - b � DATE b 'y0 '�/ INSPECTOR [[DD �aOF SO(/Tyo ql # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ �OUGH 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: IZOUAW Nl bi 0 vu-s ra-va-t- 'Pik) r� - DATE %'a 3- 2-0' INSPECTOR OF SO(¢y�� TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL, , 4&V /V [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION Q [ ] PRE C/O [ ] RE TAL REMARKS: 0a CA) �,O�l- � urn i ► I f qedri P,,/-h' �I� - w I AJ ww^IA �f4 k�w (7 b v GVRl4,,V4ss- (V?Z' M%4 hw ll\n ",Ue W 4004V DON,/ -� 1 h AJ DATE INSPECTOR SOUT,�o6 � # # TOWN OF SOUTHOLD BUILDING DEPT. °yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/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: watA 0 u �"j DATE Ib INSPECTOR � Sao ARflff= STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE.04D \',• I NEW YORK,NY 10027 .. LISTING POWER .. .�; I a �--�l—•'_'� '✓ �' I ' LINE TO REMAIN.. J.U.L 9 2021 . sneIDORALENCDEYx . .. LERA CONSULTING STRUCTURAL 40 WALL STREET,23RD FLOOR NEW YORK,NY 10000 �T T'��^17 �y�+�y'7� T:212.750.9009 . lJ'U1L '3rNr'7'LL'1C 1. F:21L750.9DOZ MER TO HOUSE HOT WATER HEATER,HVAC CONDDISORS AND OTHER MECHANICAL rl� + -Zt p (.- ;rT. . EQUIPMENT.SEE MECHANICAL DRAWINGS Jr _ .. .FDR FINAL LAYOUT.'. • 1Dr DESIGN 1 2 J 4 e EXPOSED CONC:FOUNDATION' 6 7 e LANDSCAPE DETAILS TBD. KOLB MECHANICAL CORP. WALL,TYP.MER II500 OLD SOUND AVENUE . MArnTUCI6 NY II992 II'-I0 J/4' e'-e l/4• .12'-4• le-9' ,le'-ID 3/4•' e'-61/4• IB'-0 I/4•, T:6JI.29e.6627 .. F:aJl.29e.6934 SEPTIC -I I I I I I 'I'.',,.' : :,I .''•,I.', :', '.':':,.'. :. ::: '..:,'''.'.: '.'� BIUDGEWATER ENVIRONMENTAL I I I 3 ♦Ra I .. '1 .',':.. I ".I .. 1 PO BOX 1375 SOUIHANETON,NY 119e9 T. 4u4 6JI zae TITT -- -- ------------------- --------------------- --------- ---- I _—_—_ _ _ _ _ —_—_—_—___ CON-.FOUNDATION WALL, _i .. I T .r 1 LINE OF - -.- >- ,,.:.-'.:•:r;•`<.. ..., ------------- sDFFiT ABovE.---------------^- - —,_ RELOCATED SMOKE;.OFF OF SOFFIT PASSAGE IN FOUNDATION ' ___________ y EL:-0'-331i• FACE BOTH - . {k ________________ WALL FOR UTIUTY RUNS. I I 1 SIDES OF THIS 0.02 ---- STEEL PIPE I 0,08 'P wOiH L______ STEEL FIFE COLLR W PER ! COLUMN. ' I MEaweCAL 1 DUET ROCK. EL q-y 3/4' T ` STRUCTURAL DRAWINGS ' I ® 'U - - Y -oxcRETE a ' PEA GRAVEL'1/4'SLOPE ...:.:..:..: I7 I, '1 AWAY FROM DOOR . 1 0,06 HOT WATER HEATER ,y I/Y 1 - 12•-7 I/4• . HVAC DU-TWOPo{ CRAWI�Ate WITH RECIRCULATING .�'UNE OF W RIGID%PS'.' STACKED STONE RETAINING ,I' I I rHR0UGH0UT. LINE THROUGHOUT. INSILATIONPER 'WALL BY LANDSCAPE',' -� SEE MEP DRAWINGS. I ELI i'-9 me' I 1n I STRUCTURAL SK:PLACE XPB.. CONTRACTOR. . • I , CR4WLSPACE DEILLNIDIFlER PER r 'BENEATH WALL FOOTING. Mm DRAWINGS. ___ d - I - LINE OF CONCRETE I' I .;•:.�.,, 1 I J L I .FLOOR DRAIN SET le 1 i I FOOTING BELOW TYP., . I 1 I CONCRETE SLAB CRAWLSPACE "- I i O FLUSN WITH CONCRETE. Rea I I PER STRUCTURAL LANDSCAPE DETAILS TBD, _ DATE miE _I ,-________� I II�'DRAVANPER STRUCTURAL BELOW GRADE i I ________ L_ __ __ _______ _' I� OCTMZ0 ISMFMPMCM r- --------------------__-___� i 1 DRAWINGS. ---1..' _ ____ ----�i ' ®.;- - I ' ��•`."� ''' J41n2022 mIID FOR eTAKWG i • ...^+.. ...,- - .•- i Ib �- 341 1/4•Y 6'-21Ir' FEB UL 20n ON r' V —I —_— - FLOOR DRAIN I w� 4 1 _ _ _____ I . I' I I I SET LUSHCONCRETE.WITH _ __ ___ _,3,-0__ _ ec, I __i § ` �'LL 2Ott [Sot i ---------- L. _ --- ' I mI I I T ' j7 WINDOW IN P 0.04 -1131c I/r _ �®I I C I ax D,mu mm J_ CONCRETE 1, AM" 'b- AaOI e+ -I I I I1,.. 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' J �" I ' .I I LANDSCAPE DETAILS TBO. \ I I I BASEMENT FLOOR PLAN 20'1.• _ PRDIECTX¢ 930 srxE NtAriO1G 8T: SG EG �BASEMENT FLOOR PLAN ONG NO: A-100 _} ARCHITECT: STUDIO GOETZ ARCHITECTURE PC r 92 MORNINGSIDE AVE.64D NEW YORK,MY IGOZ7 ••� _ � EIIISTING POWER • .• � � T:212.707.1105 ` LINE TO REMAIN.. . ,J U L 9. .2023. . . . . _ STINCTURPL ENGINEER 13 T�r7 �y gt' yy.�` LERA CONSULTING STRUCTURAL L'3t,6l Llti GJ -E 1. 40 WALL,NY 10.23R0 FLOOR NEW YORN,NY IWOS T:212.750.9000 _ F:212.750.900E 3 • _ _ MEP DESIGR 2 3 b 6 0 7 8 KOLB MECHANICAL CORP. 11500 OLD SOUND AVENUE . - MATTITUCK,MY 11952 W-10 3/4' 8'-5 1/41 12'-46 IB'-9- .IB'-10 3/4'• 5'1 1/4' 18'-9 1/4' T:031.Z98.5527 F:031.298.5534 I 2 SEPTIC DESIGN S I I I AT R ENVIRONMENTAL PO BOX b RECESSED MEDICINE CABINETBRIDGE SOUTH4MPTON,NY 11909 AT PERIMETER WALL. I T:°31.2°BAL34 1411/e' 0'-7 Ur IT S/B' 3 /B' IB'-I I/L' 37 IS'-10 3/8' 0' I/Y I'-II 118' w w R.O. R.O. LINE OF ROOF --- -_--LINE OF SKYLIGHT ABOVE. •0 11' JL --I _ -. _ - j OYERHANG ABOVE. m --- -- - - N �-- --- - q OFEN e =_ LONE OF - 't SKYLIGHT w -.._______ 2.0E. __. _-____r'm_ •� r ASOYE._ - -- ------------- - - - - --- - -- I I -- --- - I - - - - A e02 1 TOG W000-- I WOOD FRAMED STAIR_ ra .I-WITH SOLID WOOD _ __.2,05 _ - -BEDROOM- TREADS I-_- ] TREAOS 4ND RISERS. -_-T-_ _- - - - - - - ---.I I----I - �- _ Aadz-e'- I--------'-- - IGASDP - ------- ------ -- ----- -I I--- ------ - ---- --'INTERIOR- RECESSED MEDICINE CABINET -�-, ' ._.-_.-_O-______I. ..___. -.___.__I .I_____.____-____. ___1_ - - --CLOSET-__ -_____ YL0 OTM I-- _LINE OF- _R'II''B _-I tl p j EL II�•5 3/4• I I T80 WOOD------�AT PERIMETER WALL. m _ _ i I Tea WOOD- FIT BY + _' _SKYLIGHT--.--_._I_._----__ - _ OTHERS.^ I_-_ABOVE.--__-___ _ __._.-__.._-- __ DATE ISSUE __--N - I INTERIORCLO _ _ _ _ __ _ _ I I-___-_--_---_.-- FIREPLO.CE AND BOLLER I.OB I _ OCT 13,2021 ISSUED FOR PRICUI6 I FIT-OUT BY OTHE S. 13_ BA IB20[M - u- - INTERIOR CLOS JAN M.t022 133UFD FOR STARING r 13 ---- _4-NR RATED ENCLOSIR2E tra PUT-OUT BY OTH S.' B e I�- _ �i l - - _ _ - _ - --- -_--__-I FEB H.POYP 1101 'S, i�Ig - u 1 A' ES 25.2022 :90 a I Rd k FAIN 2 YOtP CB01 AT IB D - =----- -- t I OCT le,2022 020 C2 ------------ 1 rc b'- i-nM_�- I - �I ,I Y - - j _ -_ _ _ _ _ _ 19- S'-0' w HALL -T-D I/4' 3411h• I --3'-7 s/4' 27 Ca' I AJw -- ' -r—s - -r -- - -- - ---- °- EL-n'-©•--h-- ------- ------ CODET LOCATIO �_- _ NEWC - - - -I v ------ -- ------1L° --- -- -0'—I`' "- - -- - -----q--1! /Apt - - - ---_-------- --_-_ --_--- I�-- - �u 've I ______-___-__ ..__._. .__- _-_-_-._-__ LINE OF ROOF HATCH ABC -_ _® I ABOVE. I � D HE OF ROOF OVERHANG ABOVE. IB'•10314' J _ O 3 /°. R.O.. 5 7r' 0 0 ? I - _ I-vi---2:OS------ 1� BARE ROOF PREPARED I V FOR FUTURE PEDESTALS I ROGF I - -- -- - - -I- _- - AND PAVERS SYSTEM. I 3 Q LL. 2.09 LL.I E _-_-_ _ _ _ -_____ __ -__T !,_��11'-0I/8_'-•��-_- I�0'-Iw w 1 � I II I �__/___I•, POOP TERRACEFLIED CURBCHEDULE.SKY LHTSPRSMOUNTE I %OF'•107/IO'• _ E SIGNATUE I/r 21a SIB, RO. +-LINE OF TERRACE BELOW. e I I I I EL 12'-ID&W ' EL 1.-16 31W I I I I PAW PET WALL PLANTFA CURB I NORTH FORA XCBE Soso N.SSAU PWHT ROAD. OrtCXOGUE,NY N935 I I �• I � I I SECOND FLOOR PLAN 24'-3 I/2' PROJER NO, p30 SCALE DRAWING BY: SG CHECKED BY: EG I SECOND FLOOR PLAN DWG NO. uv•ra• A-102 i Building Envelope and Duet Tightness Report 2018 IECC as amended by the,2020 New York State Supplement,sections 402:4.1.2 and 403:3.4 Address of Test 5050 Nassau Point Road,Cutchogue NY.11935 Test Date 4/28/2023 Building Permit#: Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street �` Huntington,NY-11743 631-673-0664 !`- �`''``"� 1 Building Envelope.TiLhtness Volume Calculation,: Check if: �T,,r t, ,P'T. Floor Area Volume v'o�AN;p�ec B�afement Basement, 1184 11323. rTr) Conditioned Crawl Space , Crawl 1272 6360 ❑ sealed Attic 1gt 2510 24001 *The conditioned floor area of dwelling is calculated in 2i4 1818 19292 accordance with ANSI 2765,except that conditioned floor Attic rea in; des are s where the ceiling height is less than 5 Total Volume 60976 ft.. CFM•@50 pa 1394:0 Air changes/hr@ a 1.37 Code Compliance: . Pass Duct Ti;�htness:, , Post Construction otal Duct Leakage System-l: Duct Location Floor Area Leakage CFM•@ 25pa CFM/100 ftz CPA Code Compliance: System- ' Duct Location Floor Area. Leakage CFM @ 25pa CFM/100.ftZ CPA Code Compliance: System-3: Duct Location -------- Floor Area ------------------ Leakage CFM @ 25pa CFM/100 ftZ CPA Code Compliance: , All building envelope'Aightiness•testing has been verified using,instruments and'',procedures specified in ASTM E1827'as required'by 201&1ECC as amended.by the 2020 New 'York State Supplement,section 402.4.1:2:The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020New York State Supplement,Section 4033.4. . Signature: Date: 4/28/2023 Christop Silvia,Home Energy'Solutions paraco DecevnbZr 15 2022 c w n ci S,,)k it o'd 53095 Route 25 Southotd, NY 11971 RE: GAS SUPPLY LINE CERTIFICATION Property Address, SOSO Nassau Pt. Road Cutchogue 11935 Owner: Courtenay O'Connor Plumber: Charles Visser License 3967ORP I ghat the GAS supply line from the LP tank to the house stub and genera':-, instailed and tested in accordance with the Fuel Gas Code of New York State 404 and 406. Test Pressure: 15 PSI Duration: 10 minutes Results-, Test Held Licensed Plumber Signature: j Date--L-J/4JI(i Ii II 11967 Tel;6315894779 fax.6313"Ml 1 I H M E ENERGY H°me Energy Solutions. a Inc. 187 E. Main Strcct SOLUTIONS O T U T I O N S EIunting(631)67 11743 L V 1 .l V G31 G73-0004 f CONSERVATION THROUGH EFFICIENCY gdlamay3 wgmail.corn I PRE-DRYWALL INSPECTION REPORT Date: to zZ INSPECTION MENULTS Builder: - .,«✓� ,_.,l Air Sealing; 91f1k S FAIL Address: IT ~ Insulation g 'ASS ❑I AIL Lot # �o Duct Test ❑Pt1SS ❑FAIL ITEMIZED CHECKLIST STTURAL COMPONENTS N/A PASS INCOMPLETE WINDOWS 1. U: SI-IGC: ,[� ❑ ❑ Garage Joist 2. U: SI-IGC: — [ Z ❑ ❑ Cantilever WALLS Lid' ❑ ❑ Soffit AGW 2-,-(a- R--i'13 ❑ ❑ attic Knee Wall Hybrid Wall: Foam R- 'I I Batt R- ❑ EY ❑ Fireplace Exterior Ins: R- % 'br— ❑ � ❑ Bathtub ElEPS El1PS El Poly iso ❑ ❑ Sill Plate Garage Wall: R- 0) . ❑ ❑ Top Plate Foundation Walls: 1 • 'Z R- ►p+ MECHANICAL VENTILATION FRAMED FLOORS-r-bws C4 V-10i2 2•S." ❑ Energy Star Rated Bath Fan Abv Garage: R- o 4T ❑ ERV -- 7L � C� ��"' ' Abv Basement: R- 3'' flox..l ❑ Fresh Air Intake Cantilevers: R- ROUGH DUCT TEST CEILINGS C Duct Location P Flat: R- '13.(x Z) AH2. CFI•-I Vaulted: R- AH3: C1-n1 Sealed Attic: Thickness:4,,,—CC❑ LDSF❑ NOTES: HES REPRESENTATIVE SIGNATURE: _ STUDIO GOETZ Southold Building Department 54375 NY-25 Southold, NY 11971 October 28, 2022 Dear Southold Building Department, I visited the construction site at 5050 Nassau Point Road in Cutchogue, NY on October 21, 2022. The insulation was complete and was executed according to the approved drawings for this address. I hereby approve the insulation work at 5050 Nassau Point Road. Sincerely, caVkE m� Erica Goetz, Principal Studio Goetz Architecture PC _ OCT 2 R 2ngp STUDIO GOETZ 212.707. 1 105 www.studiogoetz.com L ei 4 .4 4 Y 1 d M� ti y, }� y= i. .R �y .:d .ie. r� vD'4 � .-h ` f J "Al r +.r9M t, X f4l A r .4 "I tr A i i r M 4 :.r 1-7 .r ��.b�y,,y.i ai��4 ♦ � �w/ V4 73 lir 1 I - DISC - r ( i i1 T Y� : Waterpmofing Membrane Product Descriptioacceptable to the local building code commercial waterproofing applications. enforcement agency. Remove dirt and TruDry is compatible with a wide range TruDryTM is a polymer modified asphalt debris from the walls and footings with of insulation and protection boards emulsion developed for use as a below a stiff brush or broom. Scrape any including, but not limited to rigid grade waterproofing barrier. TruDry's loose mortar and debris from the walls fiberglass insulation/protection board, outstanding adhesion, low vapor and footings with a metal scraper. Do extruded polystyrene insulation and permeance and elongation up to 1850% not apply TruDry over standing water. sheet drain materials. Any question make it a great choice for waterproofing Repair any cracks in excess of 1/16" regarding the compatibility of TruDry applications. Some typical applications along the footings or in the wall surface with a specific insulation/protection include waterproofing residential and all honeycombed areas with a non board or drainage board should be basements and crawl spaces. shrinking grout. Fill all voids around directed to the HouseGuard Technical tie holes, recessed ties and other Department. The addition of rubber polymer to the small voids with an acceptable fiber base emulsion enables the membrane to: reinforced asphalt roofing cement or Drain tile or strip drain must be installed cementitious repair material. as per the manufacturer's instructions • Elongate up to 1850% Min. to ensure proper removal of water from • Bridge shrinkage cracks(up to 1/16") the foundation walls and footings. • Control water migration between the u coating and application surfaceBackfill must be graded to direct (localize leaks) ,2,; ; surface water away from the exterior • Impede water at high heads due to _ foundation walls. improved water vapor permeance • Comply with EPA Model Standard f tE,� -. `: ..I__ l Additional Procedures for radon control in new home for Poured Concrete Walls: construction Membrane Installation: After the TruDry can be applied immediately • Self-heal wall and footing surfaces have been after the forms have been removed. properly prepared, spray, roller or Remove wall ties prior to application. TruDry is manufactured to the highest brush apply TruDry over the entire wall Fill any large voids and tie holes with quality control standards and in surface (to the designated grade line) a non-shrinking grout or asphalt accordance with ISO 9001 requirements. and along the perimeter. Particular based cement. Do not apply to frozen ISO certification ensures that each gallon emphasis should be paid to wall joints concrete. produced meets the highest quality and the joint between the walls and control standards in the industry. footings. TruDry is applied at a rate of Additional Procedures for Concrete 20-25 sq. ft. per gallon in residential Block Walls: Mortar joints must be TruDry is compatible with a wide range applications and to the specified rate made flush to provide a void free of insulation, drainage and protection in commercial applications.A two pass bonding surface. TruDry will adhere to products. Your applicator can design application is generally recommended both parged and unparged concrete the waterproofing solutions best suited to ensure sufficient dry mil thickness block walls. Due to the porous nature of to each project's specific application without excessive running or puddling. unparged concrete block walls,additional requirements and budgetary constraints. To ensure a smooth, consistent spray material may be required to achieve the pattern, warm the material to 100— specified dry mil thickness. The mortar Installation130OF immediately prior to spraying. must be Type M or Type S as specified by ASTM C-270-91 a (Specification Preparatory Work: The walls and Protection, drainage or insulation for Mortar for Unit Masonry, ASTM Vol. footings must be dry and of sufficient board is typically installed over TruDry 04.01 and 04.05). strength and design to ensure structural to protect the membrane from damage integrity.Concrete wall and mortarjoints by the backfill, to assist in draining Allow the mortar joints to cure a must cure a minimum 16 hours before water away from the foundation and/ minimum 16 hours prior to applying TruDry is applied. Foundation design or to insulate the foundation wall. waterproofing. using concrete blocks should fall within The insulation/protection course is guidelines established by the National not required by code in residential Spray Equipment Recommendations: Concrete Masonry Association and be applications. It is recommended for Gasoline powered, airless spray units with a minimum 4,000 p.s.i. rating will effectively spray any TruDry waterproofing product. For efficient spraying,use a heat exchanger to warm PRODUCT SPECIFICATIONS product to 100-130OF immediately Type:Polymer modified asphalt waterproofing membrane prior to spraying. A reverse-a-clean spray tip with an orifice between .029 Color:Solids Black : 64%+/-5%(by weight) and .035 is recommended for spraying Application: Brush,Roller,Spray TruDry. Most spray systems utilize 150 Application Rate: 22.5 ft 2/gal.(0.56 mYL) Elongation(ASTM D 412): 1850%Min. of hose. Use inch, 5,400 p.s.i. rated Weight Low Temp 8.5 lbs.per gallon hose for the first 100 feet.Use 3/8 inch, Flexibility and Crack Passes 10 cycles 4,700 p.s.i. rated hose for the next 50 BridgingWatervapor p• Perneance(ASTM E96 Less than 0.30 grains/ feet. A 4 foot, 1/4 inch whip line is used Water Method) hr.ft2 immediately before the spray gun to Flash Point gal✓cu.cm.) Viscosity @ 77°F(25 WA°c) wA facilitate spraying. Do not mix water Drying Time @ 77°F(25°C) 200 grams and solvent based materials in the hose spelt Life 4 1 yea yea to touch r lines. Clean lines with mineral spirits before switching materials.Clean spray sH/PP/NG/NFORMAT/ON equipment with mineral spirits. Proper Shipping Name: Non-regulated material Storage Water-based asphalt emulsion Hazard Class: Not Applicable Identification: Not Applicable Store materials in a dry area and Packaging Group: Not Applicable protect from direct sunlight. Ideally,the NOTE:Applies to DOT-U.S✓MOT-CANADAANTL materials should be stored inside in a (ALL MODES). temperature controlled environment CAUTION:TruDry is awater-based material. (interior temperatures between KEEP FROM FRREEZING DURING TRANSIT AND STORAGE. 60-80°F).Do not allow TruDry to freeze. Any materials exposed to the elements May help to contribute to LEED®credits: should be elevated above the ground EA a Credit 1:Optimize Energy Performance covered by a tarpaulin. Materials should not be exposed to excessive EQ Credit 3.1:Construction IAQ Management Plan:During heat or direct flame. Construction EQ Credit 4.2:Low Emitting Materials:Paints and Coatings TruDry should not be applied MR Credit 5.1:Regional Materials:10%Extracted,Processed during inclement weather and the and Manufactured Regionally installation should not proceed in the MR Credit 5.2:Regional Materials:20%Extracted,Processed event that precipitation is probable and Manufactured Regionally during the application. Consult your local HouseGuard representative LEED°Buildings and Leadership in Energy and Environmental Design®are trade- marks of the U.S.Green Building Council.The Leadership in Energy and Environ- for application recommendations mental Design(LEED)Green Building Rating System Is a voluntary,consensus- when application temperatures are building national standard that was initiated by the U.S.Green Building Council (USGBC)for developing high-performance sustainable buildings. less than 20°F. Store waterproofing materials at room temperature until immediately prior to use when the TM ambient temperature is less than 40°F. HouseGuard warrants its material for HJJ_A-Discontinue application if the material 10 years and its system applications can not be stored at temperatures for a period of up to 30 years provided which permit even distribution of our materials are applied in accordance NMI' product. Avoid inhaling the spray with the published specifications in mist and take precautions to ensure effect at the time of installation. For HouseGuard adequate ventilation. Consult the specific warranty terms and conditions, PO Box 743 product SDS prior to spraying. contact your local representative. Matthews, NC 28106 Phone: 704-334-8222 www.houseguard.com TruDry Is a trademark of HouseGuard 0 2018 HouseGuard Li � 'v al Drain° - L L _r ^A_Subsidiary of Garland Indus_tries� DESCRIPTION TECHNICAL DATA Thermal Drain°is a user friendly synthetic protection Properties Thermal Drain board that is a great alternative to fiberglass.Thermal Drain is more durable than fiberglass and provides Resistance Thermal R-3 R-5 R-10 excellent drainage.Thermal Drain is also the only Resistance protection board providing R-Value that contains 70% 3/4„ 1 , 1 Board Thickness 1 /a' 2/2" post-consumer recycle content. Our environmentally friendly drainage board will not irritate your skin and is Drainage Ability easy to work with.Thermal Drain is designed to be used (Test Method ASTM D 4716') 129 216 432 with spray applied waterproofing and when with a GMX Gallons/Hour/Lineal ft. waterproofing membrane like UltraShield WB or BoneDry `Hydraulic gradient of 1.0 at 10%compression WPT. it provides a great system of protection for many years to come. Contact GMX, Inc. today for more information on how to go GREEN with Thermal Drain. PRODUCT ADVANTAGES - No more itching - More durable than fiberglass -Flexible, bends easily -Environmentally friendly, 70% post-consumer recyclable US Patents 8,192,833; 7,908,801 CA Patent 2,712,098 This product provides thermal protection r' and drainage for your foundation wadi. The information and recommendations discussed in this publication are believed to be correct.The ASTM testing is conducted by an independent accredited laboratory. No statement should be construed as a recommendation for any use,which would violate any patent rights.This document is not a guarantee of a warranty, if approved by GMX, Inc., a performance warranty may be granted. Thermal Drain and BoneDry are registered trademarks of GMX,Inc. 3014 Chamber Dr. Monroe,NC 28110 (866)228-7743 www.gmxco.com ©2020Garland Industries,Inc. ® ® THERMALDRAIN@ PROTECTION / 1 � ► I A Subsidiar of LfjaEland Industries DRAINAGE / INSULATION BOARD 1. PRODUCT NAME connect to a positive drainage ThermalDrain meets or exceeds system. ASTM C-612, Type IB, II, III, IVA ThermalDrain Protection / and IVB Drainage/Insulation Board Work from the bottom to the top of the wall,carefully pressing When trimming boards, a the board in the membrane. Do battery powered trim saw with 2. MANUFACTURER not slide the board into place. the blade reversed will provide GMX,Inc. As the membrane cures it will the best results. 2034—C Van Buren Avenue draw the board in resulting in Indian Trail,NC 28079 adhesion. 6. AVAILABILITY&COST Phone: 704-334-8222 Backfill can begin within 16—24 hours after board installation GMX materials are produced in 3. PRODUCT DESCRIPTION and shipped from our plant in When necessary mechanical Indian Trail, NC. For the name c ThermalDrain Protection, fasteners may be used. and number of the nearest GMX V Drainage and Insulation Board is Fasteners are recommended representative,call GMX at 704- a high performance board when desired adhesion is not 334-7743. Our representatives m designed to provide protection, achieved using the can provide pricing. thermal value and drainage in waterproofing membrane or a below grade application. This there are large exposed areas. Standard board sizes are 3' x 4' Qo advanced material is specially Enough fasteners should be and 4' x 8'. Special sizes are o designed to protect the GMX utilized to ensure the board(s) available by request. waterproofing membranes from stays in position during backfill. UV degradation and Hardened concrete nails and 30 rn construction activity. mm washers or larger are 7. WARRANTY G recommended. Please consult your local GMX representative)if GMX warrants its material for 4. STORAGE & HANDLING guidance is needed. material defects along as the O provided material(s) are applied Z CONSIDERATIONS Technical Data: in accordance with the ThermalDrain has UV tolerance, published specifications in effect but care should be taken to store Board Thickness R-Value at the time of installation. For the board from prolonged 3/4" 3 specific warranty terms and exposure to UV. Material should 13/16" 5 conditions, contact your local be stacked no more than two 2 3/8" 10 GMX representative or the pallets high. 3 1/2" 15 Indian Trails,NC office. ThermalDrain complies with S. INSTALLATION ASTM C518 testing guidelines 8. TECHNICAL SERVICES ThermalDrain board must be Board Thickness GAL/HR/LF* Your local GMX representative is installed into the waterproofing 3/4" 100 available to assist you in membrane as it begins to cure. 13/16" 109 selecting the appropriate Typically this "tack" cure occurs 2 3/8" 211 product and to provide on-site within one hour of spraying for 3 1/2" 277 application assistance. For below grade applications. This further information, please time can vary based on ambient *Drainage rates based on ASTM contact GMX's Technical Service temperature and humidity. The D4716 with Hydraulic Gradient Department at 704-334-8222 board must extend to the of 1.0 and 500 psi compression footing or strip drain system and (Revised 8/18) 5050 NPR 5050 Nassau Point Road Cut h u c oge, NY 11935 J JUL 1 9 2023 MAN UAL-J S,&D LOAD CALCULATIONS Prepared By: Fernando Recinos Job Title: Draftsman Signature: Date: November 10, 2021 5Ckolb HEATING + COOLING 11500 OLD SOUND AVENUE MATTITUCK, NY 11952 (631 ) 298-5527 Load Short Form Job: 5050 NPR Hkolb Date: NovPlov 10,2021 5050 NPR By: FR HEATING+ COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD (°F) 58 18 Fireplaces 2 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU#1 1126 28985 45077 1600 1600 AHU#2 607 8635 22162 800 800 AHU#3 1213 13970 17648 600 600 AHU#4 954 18780 34417 1200 1200 AHU#5 855 11139 23116 800 800 5050 NPR 4755 81510 141908 5000 5000 Other equip loads 0 0 Equip. @ 0.95 RSM 134813 Latent cooling 48221 TOTALS 1 4755 I 81510 I 183034 I 5000 I 5000 Boldltalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri✓gltftsoW 2021-Nov-11 08:19:05 Right-Suite®Universal 2021 21.0.08 RSU10077 Page 1 �► ...ssau Point Rd\5050 Nassau Residence_REV.1.rup Calc=MJ8 Front Door faces: N s ; Load Short Form Job: 5050 NPR Nov 09 kolb Date: Nov 10,2021 AHU#1 By: FR HEATING +COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • . • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Design • . • Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD (°F) 58 18 Fireplaces 2 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Carrier Trade WEIL-MCLAIN Trade CARRIER Model ULTRA 299-CT Cond 24ANB748AO0310 AHRI ref 5677851 Coil FV4CNF005L AHRI ref 10330093 Efficiency 92.5 AFUE Efficiency 13.0 EER, 16 SEER Heating input 299000 Btuh Sensible cooling 33600 Btuh Heating output 270000 Btuh Latent cooling 14400 Btuh Temperature rise 154 °F Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.035 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 1126 28985 45077 1600 1600 AHU#1 1126 28985 45077 1600 1600 Other equip loads 0 0 Equip. @ 0.95 RSM 42823 Latent cooling 13045 TOTALS 1 1126 I 28985 1 55868 1 1600 1 1600 Boldfitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wvalightkso t, 2021-Nov-11 08:19:05 ,—d., �w,d� Right-Suite®Universal 2021 21.0.08 RSU10077 Page 2 ...ssau Point Rd\5050 Nassau Residence_REV.1.rup Calc=MA Front Door faces: N s 1 Load Short Form Job: 5050 NPR Nov Hkolb Date: Nov 10,2021 AHU#2 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD (OF) 58 18 Fireplaces 2 (Tight) Daily range - M Inside humidity (%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Carrier Trade Trade CARRIER Model Cond 24ANB724AO0310 •AHRI ref Coil FV4CNF003L AHRI ref 10328104 Efficiency 80 AFUE Efficiency 13.0 EER, 16 SEER Heating input 0 Btuh Sensible cooling 16800 Btuh Heating output 0 Btuh Latent cooling 7200 Btuh Temperature rise 0 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.093 cfm/Btuh Air flow factor 0.036 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.70 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) ZONE#2 607 8635 22162 800 800 AHU#2 607 8635 22162 800 800 Other equip loads 0 0 Equip. @ 0.95 RSM 21054 Latent cooling 9426 TOTALS I 607 I 8635 i 30480 I 800 I 800 Boldfitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w ygh oft,., 2021-Nov-1108:19:05 .�,n,. Right-SuiteO Universal 2021 21.0.08 RSU10077 Page 3 �L+C.+� ...ssau Point Rd15050 Nassau Residence—REV.1 sup Calc=MJ8 Front Door faces: N I � Load Short Form Job: Nov NPR Date: Nov 10,2021 Hkolb AHU#3 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • o • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Design In • • Htg Clg Infiltration Outside db (OF) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD (°F) 58 18 Fireplaces 2 (Tight) Daily range - M Inside humidity (%) 30 50 Moisture difference (gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Carrier Trade Trade CARRIER Model Cond 24ANB618AO0300 AHRI ref Coil FV4CNF002L AHRI ref 9185621 Efficiency 80 AFUE Efficiency 13.5 EER, 16 SEER Heating input 0 Btuh Sensible cooling 12600 Btuh Heating output 0 Btuh Latent cooling 5400 Btuh Temperature rise 0 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.034 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#3 411 6333 9363 272 318 Zone#8 802 7637 8285 328 282 AHU#3 1213 13970 17648 600 600 Other equip loads 0 0 Equip. @ 0.95 RSM 16766 Latent cooling 5850 TOTALS I 1213 I 13970 I 22616 I 600 I 600 Boldhtalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vwrightsoft, 2021-Nov-11 08:19:05 '� .d ,• ,m ,tea,._, Right-Suite®Universal 2021 21.0.08 RSU10077 Page AC& ...ssau Point Rd\5050 Nassau Residence—REV.1.rup Calc=MJ8 Front Door faces: N / Load Short Form Job: 5050 NPRDate: Nov 10,2021 RARE k o I b AHU#4 By: FR HEATING+COOL IN G Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD (°F) 58 18 Fireplaces 2 (Tight) Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Carrier Trade Trade CARRIER Model Cond 24ANB736CO0310 AHRI ref Coil FV4CNF005L AHRI ref 10329584 Efficiency 80 AFUE Efficiency 13.0 EER, 16 SEER Heating input 0 Btuh Sensible cooling 25200 Btuh Heating output 0 Btuh Latent cooling 10800 Btuh Temperature rise 0 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.064 cfm/Btuh Air flow factor 0.035 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.79 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#6 390 11681 23763 746 829 ZONE#7 564 7099 10654 454 371 AHU#4 954 18780 34417 1200 1200 Other equip loads 0 0 Equip. @ 0.95 RSM 32696 Latent cooling 9246 TOTALS i 954 I 18780 I 41942 1200 I 1200 Boldfitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a vwright--Soft" 2021-Nov-1108:19:05 ,.�._ Right-Suite®Universal 2021 21.0.08 RSU10077 Page Arck ...ssau Point Rd\5050 Nassau Residence_REV.1.rup Ca lc=MA Front Door faces: N, Load Short Form Job: 5050 NPR Nov 11,41 k o I b Date: Nov 10,2021 AHU#5 By: FR HEATING f COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • r • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Tight Design TD (°F) 58 18 Fireplaces 2 (Tight) Daily range - M Inside humidity (%) 30 50 Moisture difference (gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Make Carrier Trade Trade CARRIER Model Cond 24ANB724AO0310 AHRI ref Coil FV4CNB003L AHRI ref 10328104 Efficiency 80 AFUE Efficiency 13.0 EER, 16 SEER Heating input 0 Btuh Sensible cooling 16800 Btuh Heating output 0 Btuh Latent cooling 7200 Btuh Temperature rise 0 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.072 cfm/Btuh Air flow factor 0.035 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.68 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#4 535 7270 12455 522 431 ZONE#5 320 3869 10661 278 369 AHU#5 855 11139 23116 800 800 Other equip loads 0 0 Equip. @ 0.95 RSM 21960 Latent cooling 10653 TOTALS I 855 I 11139 l 32613 I 800 I 800 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . nl, lghtGOW 2021-Nov-1108:19:05 ...�• . ,., Right-Suite®Universal 2021 21.0.08 RSU10077 Page 6 "Ica ...ssau Point Rd15050 Nassau Residence—REV.1.rup Calc=MJ8 Front Door faces: N I- HkolbBuildin Anal sis Job: NPR g Nov Y Date: Nov 10,2021 5050 NPR By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (OF) 70 72 Elevation: 67 ft Design TD (OF) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) • Component Btuh/ftz Btuh %of load Walls 3.6 16176 19.8 Ducts IrfiMcn Glazing 33.7 48432 59.4 �I Roas Doors 22.6 950 1.2 O ilirgs Ceilings 1.9 4386 5.4 Other Floors 1.6 3339 4.1 Infiltration 0.9 4611 5.7 Ducts 3616 4.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 815101 100.01 dEdng • • • Component Btuh/ftz Btuh % of load Walls 1.1 4911 3.5 VWI Glazing 47.9 68906 48.6 Doors 12.3 516 0.4 Ceilings 1.1 2691 1.9 Floors 0.4 791 0.6 Iriard(airs Infiltration 0.1 646 0.5 Ducts 1288 0.9 Gad Ventilation 0 0 Internal gains 62160 43.8 Blower 0 0 Adjustments 0 Total 141908 100.0 ctff Latent Cooling Load =48221 Btuh Overall U-value=0.121 Btuh/t2-°F WARNING:window to floor area ratio= 30.3%-more than 25%. Boldntalic values have been manually overridden -Pk- ! m ight softy 2021-Nov-11 08:19:05 '+ m=:+ Right-Suite®Universal 2021 21.0.08 RSU10077 Page 1 5A ...ssau Point Rd\5050 Nassau Residence-REV.1.rup Cale=MJ8 Front Door faces: N I 1( HkolbBuildingAnalysis Job: NPR Nov Y Date: Nov 10,2021 AHU#1 By: FR HEATIN,:5 + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(OF) 70 72 Elevation: 67 ft Design TD (OF) 58 18 Latitude: 42ON Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Dailyrange (OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Component Btuh/ft2 Btuh % of load Walls 3.8 3091 10.7 V1dl Dids Glazing 33.2 17922 61.8 Doors 22.6 950 3.3 Infiltali°n Ceilings 0 0 0 Roas Floors 2.1 2178 7.5 Infiltration 0.9 1228 4.2 DOM Ducts 3616 12.5 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 aaang Total 28985 100.0 Component Btu hfiF Btuh %of load Walls 1.3 1082 2.4 Vol Glazing 48.2 26039 57.8 Doors 12.3 516 1.1 IrbTdGirs Ceilings 0 0 0 Floors 0.6 676 1.5 Infiltration 0.1 172 0.4 Ducts 1292 2.9 Ventilation 0 0 Internal gains 15300 33.9 Ga&g Blower 0 0 k Adjustments 0 Total 1 1 450771 100.0 Latent Cooling Load = 13045 Btuh Overall U-value=0.174 Btuh/ft2-°F WARNING:window to floor area ratio=47.9%-more than 25%. Boldfitalic values have been manually overridden wrightsoft- 2021-Nov-11 08:19:05 w •. -,• Right-Suite®Universal202121.0.08 RSU10077 Paget ,�• ssau Point Rd\5050 Nassau Residence-REV.1.rup Calc=MJ8 Front Door faces: N I t HkolbBuildingAnalysis Job: NPR Nov Y Date: Nov 10,2021 AHU#2 By: FR HEATING-i+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (OF) 70 72 Elevation: 67 ft Design TD (OF) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bulb(°F) 12 90 Infiltration: Dailyrange (OF) - 16 ( M ) Method Simplified Wetbulb(OF) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2(Tight) Component Btuh/ftz Btuh %of load Walls 3.8 2531 29.3 infiltr Glazing 37.7 5089 58.9lirgs Doors 0 0 0 V%dl Ceilings 2.5 183 2.1 Floors 2.1 125 1.4 Infiltration 0.9 707 8.2 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 aaang Total 1 86351 100.0 Component Btuh/ft2 Btuh % of load Walls 1.3 886 4.0 Vol Glazing 52.8 7124 32.1 Doors 0 0 0 Ceilings 2.4 174 0.8 Gay Floors 0.6 39 0.2 Infiltration 0.1 99 0.4 Ducts 0 0 Ventilation 0 0 Internal gains 13840 62.4 IrbTdCirs Blower 0 0 qh3 Adjustments 0 Total 1 1 221621 100.0 Latent Cooling Load=9426 Btuh Overall U-value=0.146 Btuh/ftz-°F Data entries checked. Boldfitalic values have been manually overridden ratiafrightisaft- 2021-Nov-11 08:19:05 •+ d,w �•- �w Right-Suite®Universal 2021 21.0.08 RSU10077 Page ...ssau Point Rd15050 Nassau Residence—REV.1.rup Calc=MJ8 Front Door faces: N 9 ! HkolbBuildin Analysis Job: No NPR g 7 Date: Nov 10,2021 AHU#3 By: FR HEATING * COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US indoor temperature (OF) 70 72 Elevation: 67 ft Design TD (OF) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Dailyrange (OF) - 16 ( M ) Method Simplified Wetbulb(°F) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Component Btuh/ftz Btuh % of load Walls 3.2 5091 36.4 Infiltation Glazing 33.7 6033 43.2 Floors Doors 0 0 0I ceilings Ceilings 2.5 1160 8.3 Floors 1.0 791 5.7 Infiltration 0.9 894 6.4 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 All Adjustments 0 aa�r� Total 1 1 139701 100.0 • I M. Component Btuh/ftz Btuh %of load Walls 0.6 1031 5.8 VWI Glazing 40.2 7211 40.9 Doors 0 0 0 Ceilings 2.4 1100 6.2 Floors 0 0 0 Irter>�G irs infiltration 0.1 125 0.7 Gaa Ducts 0 0 Ventilation 0 0 Internal gains 8180 46.4 Blower 0 0 Adjustments 0 Total 17648 100.0 Oilirgs Cd-ff Latent Cooling Load=5850 Btuh Overall U-value =0.071 Btuh/ft2--°F Data entries checked. Bold/italic values have been manually overridden W rig11tSsoft" 2021-Nov-11 08:19:05 ARA ,.A«- Right-Suite®Universal 2021 21.0.08 RSU10077 Page ...ssau Point Rd\5050 Nassau Residence_REV.1 sup Calc=MJ8 Front Door faces: N I 1 Buildin Anal sis Job: NPR g Nov Y Date: Nov 10,2021 NkolbAHU#4 By: FR HEATIN45 + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (OF) 70 72 Elevation: 67 ft Design TD (OF) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Dailyrange (OF) - 16 ( M ) Method Simplified Wetbulb(°F) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Component Btuh/ftz Btuh %of load Walls 3.8 2172 11.6 Wil Infil r Glazing 33.2 14031 74.7 Ceilings Doors 0 0 0 Ceilings 1.7 1605 8.5 Floors 1.7 98 0.5 Infiltration 0.9 875 4.7 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 18780 100.0 aa&ro Mong • Component Btuh/ft' Btuh % of load Walls 1.3 760 2.2 Val Glazing 47.8 20237 58.8 Doors 0 0 0 Ceilings 0.8 747 2.2 IrtimdGirs Floors 0.5 30 0.1 Infiltration 0.1 123 0.4 Ducts 0 0 Ventilation 0 0 Internal gains 12520 36.4 daif9 Blower 0 0 Adjustments 0 �g Total 1 1 344171 100.0 Latent Cooling Load= 9246 Btuh Overall U-value=0.154 Btuh/ftz--°F WARNING:window to floor area ratio=44.3%-more than 25%. Boldfitalic values have been manually overridden w rightsaft' 2021-Nov-1108:19:05 .Y=�• �.w• Right-Suite®Universal 2021 21.0.08 RSU10077 Pages k ...ssau Point Rd15050 Nassau Residence—REV.1.rup Calc=MJ8 Front Door faces: N 1 j BuildingAnal Job: R RAN& ko I Y$I$ Date: NovNv 10,2021 bAHU#5 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature (OF) 70 72 Elevation: 67 ft Design TD (OF) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(OF) 12 90 Infiltration: Dailyrange (OF) - 16 ( M ) Method Simplified Wet bulb(OF) - 75 Construction quality Tight Wind speed (mph) 15.0 7.5 Fireplaces 2 (Tight) Component Btuh/ftz Btuh % of load Walls 3.8 3291 29.5 Infiltration Glazing 33.1 5356 48.1 Cher Doors 0 0 0 vl celirgs Ceilings 1.7 1438 12.9 Floors 1.7 147 1.3 Infiltration 0.9 907 8.1 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 41 Total 1 111391 100.01 °ire W.M. M. Component Btuh/ftz Btuh %of load Walls 1.3 1152 5.0 VWl Glazing 54.3 8802 38.1 Doors 0 0 0 Ceilings 0.8 669 2.9 Floors 0.5 46 0.2 Infiltration 0.1 127 0.5 Qa� Irt Ducts 0 0 ar��� Ventilation 0 0 Internal gains 12320 53.3 Blower 0 0 Adjustments 0 Total 23116 100.0 Calir Latent Cooling Load = 10653 Btuh Overall U-value=0.089 Btuh/ft2-°F Data entries checked. Boldfitalic values have been manually overridden Wvr9e,�97tOt ' 2021-Nov-11 08:19:05 Right-Suite®Universal 2021 21.0.08 RSU10077 Page 6 ...ssau Point RdZ050 Nassau Residence_REV.1.rup Calc=MA Front Door faces: N HkolbPro ect Summary Job: Nov 10,2 1 y Date: Novi o, R 5050 NPR By: FR HEATING+ COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Promect Information For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 77894 Btuh Structure 140621 Btuh Ducts 3616 Btuh Ducts 1288 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 81510 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 134813 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 2(Tight) Structure 46324 Btuh Ducts 1896 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft� 4755 4755 Equipment latent load 48221 Btuh Volume (ft) 39269 39269 Air changes/hour 0.11 0.05 Equipment Total Load (Sen+Lat) 183034 Btuh Equiv.AVF (cfm) 72 33 Req.total capacity at 0.70 SHR 16.0 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Boldlitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. yvPy�� Q 2021-Nov-1 108:19:06 �••• � Rig ht-Suite®Universa[2021 21.0.08 RSU10077 Pagel ACCK ...ssau Point Rd15050 Nassau Residence—REV.1 .rup Calc=MJ8 Front Door faces: N S gkolbProject Summary Job: Nov 10, R 1 � Date: Nov 10,2021 AHU#1 By: FR HEATING+r:fOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com •,*ect Information For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 25369 Btuh Structure 43785 Btuh Ducts 3616 Btuh Ducts 1292 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 28985 Btuh Use manufacturer's data n Rate/swing multipplier 0.95 Infiltration Equipment'sensible load 42823 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 2 (Tight) Structure 11149 Btuh Ducts 1896 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1126 1126 Equipment latent load 13045 Btuh Volume (ft3) 10810 10810 Air changes/hour 0.11 0.05 Equipment Total Load (Sen+Lat) 55868 Btuh Equiv.AVF (cfm) 19 9 Req.total capacity at 0.70 SHR 5.1 ton Heating Equipment Summary Cooling Equipment Summary Make Weil-McClain Make Carrier Trade WEIL-MCLAIN Trade CARRIER Model ULTRA 299-CT Cond 24ANB748AO0310 AHRI ref 5677851 Coil FV4CNF005L AHRI ref 10330093 Efficiency 92.5 AFUE Efficiency 13.0 EER, 16 SEER Heating input 299000 Btuh Sensible cooling 33600 Btuh Heating output 270000 Btuh Latent cooling 14400 Btuh Temperature rise 154 OF Total cooling 48000 Btuh Actual air flow 1600 cfm Actual air flow 1600 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.035 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.78 Boldfitalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fid- !MrJgF1t!io1°1t- 2021-Nov-11 08:19:06 Right-Suite®Universal2021 21.0.08 RSU10077 Page 2 .Aft ...ssau Point Rd\5050 Nassau Residence_REV.1.rup Calc=MJ8 Front Door faces: N Project SummaryJob: 5050 NPR Hkolb Date: Nov 10,2021 AHU#2 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Promect Information For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8635 Btuh Structure 22162 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8635 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 21054 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 2 (Tight) Structure 9426 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 607 607 Equipment latent load 9426 Btuh Volume (ft3) 5827 5827 Air changes/hour 0.11 0.05 Equipment Total.Load (Sen+Lat) 30480 Btuh Equiv.AVF (cfm) 11 5 Req.total capacity at 0.70 SHR 2.5 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carrier Trade Trade CARRIER Model Cond 24ANB724AO0310 AHRI ref Coil FV4CNF003L AHRI ref 10328104 Efficiency 80 AFUE Efficiency 13.0 EER, 16 SEER Heating input 0 Btuh Sensible cooling 16800 Btuh Heating output 0 Btuh Latent cooling 7200 Btuh Temperature rise 0 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.093 cfm/Btuh Air flow factor 0.036 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.70 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -OFF 2021-Nov-11 08:19:06 �•. «� ..,— Right-Suite®Universal 2021 21.0.08 RSU10077 Page 14-:5k ...ssau Point Rd15050 Nassau Residence—REV.1 sup Calc=MJ8 Front Door faces: N f Project SummaryJob: Nov NPR � Date: Nov 10,2021 ko I AHU#3 By: FR HEATING- COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Promect Information For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 13970 Btuh Structure 17648 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13970 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 16766 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 2 (Tight) Structure 5850 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftZ) 1213 1213 Equipment latent load 5850 Btuh Volume (W) 6352 6352 Air changes/hour 0.13 0.06 Equipment Total Load (Sen+Lat) 22616 Btuh Equiv.AVF (cfm) 14 6 Req.total capacity at 0.70 SHR 2.0 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carrier Trade Trade CARRIER Model Cond 24ANB618A00300 AHRI ref Coil FV4CNF002L AHRI ref 9185621 Efficiency 80 AFUE Efficiency 13.5 EER, 16 SEER Heating input 0 Btuh Sensible cooling 12600 Btuh Heating output 0 Btuh Latent cooling 5400 Btuh Temperature rise 0 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.043 cfm/Btuh Air flow factor 0.034 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.75 Boldltalic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlghksc 1t" 2021-Nov-11 08:19:06 ,. a, .„ —� Right-Suite®Universal2021 21.0.08 RSU10077 Page A+CIN ...ssau Point Rd\5050 Nassau Residence—REV.1.rup Calc=MJ8 Front Door faces: N S I HkolbProject Summary Job: Nov NPR Pro 1 7 Date: Nov 10,2021 AHU#4 By: FR HEATING+Go4LING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Prooect Information For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 18780 Btuh Structure 34417 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 18780 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipmenf sensible load 32696 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 2(Tight) Structure 9246 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftz) 954 954 Equipment latent load 9246 Btuh Volume (ft3) 8586 8586 Air changes/hour 0.10 0.04 Equipment Total Load (Sen+Lat) 41942 Btuh Equiv.AVF(cfm) 14 6 Req.total capacity at 0.70 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carrier Trade Trade CARRIER Model Cond 24ANB736CO0310 AHRI ref Coil FV4CNF005L AHRI ref 10329584 Efficiency 80 AFUE Efficiency 13.0 EER, 16 SEER Heating input 0 Btuh Sensible cooling 25200 Btuh Heating output 0 Btuh Latent cooling 10800 Btuh Temperature rise 0 OF Total cooling 36000 Btuh Actual air flow 1200 cfm Actual air flow 1200 cfm Air flow factor 0.064 cfm/Btuh Air flow factor 0.035 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.79 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 'T' wPYa�ht�so�t• 2021-Nov-11 08:19:06 �� �- - Right-Suite®Universal 2021 21.0.08 RSU10077 Page 5 � ...ssau Point Rd\5050 Nassau Residence—REV.1.rup Calc=MJ8 Front Door faces: N e Pro ect Summar Job: Nov NPR X;'%AJko1bAHU � Y Date: Nov 10,2021 #5 By: FR HEATING + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Promect Information For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 11139 Btuh Structure 23116 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 11139 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 21960 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 2 (Tight) Structure 10653 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft� 855 855 Equipment latent load 10653 Btuh Volume (fN) 7695 7695 Air changes/hour 0.11 0.05 Equipment Total Load(Sen+Lat) 32613 Btuh Equiv.AVF(cfm) 14 6 Req.total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make Make Carrier Trade Trade CARRIER Model Cond 24ANB724AO0310 AHRI ref Coil FV4CNB003L AHRI ref 10328104 Efficiency 80 AFUE Efficiency 13.0 EER, 16 SEER Heating input 0 Btuh Sensible cooling 16800 Btuh Heating output 0 Btuh Latent cooling 7200 Btuh Temperature rise 0 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.072 cfm/Btuh Air flow factor 0.035 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.68 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigi7t�s�t�" 2021-Nov-1 108:19:06 Right-Suite®Universal 2021 21.0.08 RSU10077 Page AaM ...ssau Point Rd\5050 Nassau Residence—REV.1 sup Calc=MJ8 Front Door faces: N 19kolb Right-M Worksheet Job: 5050 NPR HEATING+COOLING 5050 NPR Date: Nov 10,2021 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name 5050 NPR AHU#1 2 Exposed wall 651.0 ft 146.0 ft 3 Room height 9.3 ft 9.6 ft ` 4 Room dimensions 5 Room area 4755.0 ft' 1126.0 ft2 T Construction U-value Or HTM Area ft' Load Area ft' Load Y ( ) ( ) number (Btuh/ft'-°F (Btuh/W) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PIS Heat Cool 6 V+/ 12F-Osw 0.065 ne 3.77 1.32 342 278 1048 367 0 0 0 0 C 1 D-c2ow 0.570 ne 33.06 44.59 64 0 2116 2854 0 0 0 0 12F-Osw 0.065 ne 3.77 1.32 566 435 1641 575 134 116 439 154 1D-c2ob 0.650 ne 37.70 52.77 81 0 3054 4275 0 0 0 0 1 1 1 D-c2ow 0.570 ne 33.06 44.59 50 0 1653 2229 18 0 595 803 V�J 15B21-Owo-6 0.067 ne 2.75 0.23 297 253 696 57 0 0 0 0 L2 1013-w 0.600 ne 34.80 24.30 24 0 835 583 0 0 0 0 1 D-c2ow 0.570 ne 33.06 44.59 20 0 661 892 0 0 0 0 12F-Osw 0.065 se 3.77 1.32 675 448 1689 591 0 0 0 0 1013-w 0.600 se 34.80 29.42 27 0 940 794 0 0 0 0 III�__� 1 D-c2ow 0.570 se 33.06 55.09 200 0 6612 11018 0_ 0 0 0 12F-Osw 0.065 se 3.77 1.32 854 613 2313 809 470 245 925 324 1013-w 0.600 se 34.80 29.42 45 0 1566 1324 45 0 1566 1324 1 D-c2ow 0.570 se 33.06 55.09 196 0 6480 10798 180 0 5951 9917 1/I! 15B21-0wc-6 0.067 se 2.88 0.32 396 380 1094 121 0 0 0 0 L-G 1 D-c2ow 0.570 se 33.06 55.09 16 0 529 881 0 0 0 0 V�1 12F-Osw 0.065 sw 3.77 1.32 342 270 1018 356 0 0 0 0 �( 1 D-c2ow 0.570 sw 33.06 55.09 72 0 2380 3967 0 0 0 0 12F-Osw 0.065 sw 3.77 1.32 566 436 1642 575 326 212 798 279 1 D-c2ow 0.570 sw 33.06 55.09 89 0 2934 4889 73 0 2405 4008 11 DO 0.390 sw 22.62 12.28 42 42 950 516 42 42 950 516 w 15621-Owc-6 0.067 sw 2.92 0.35 297 297 867 103 0 0 0 0 12F-Osw 0.065 nw 3.77 1.32 675 453 1708 598 0 0 0 0 1 D-c2ow 0.570 nw 33.06 44.59 222 0 7339 9899 0 0 0 0 12F-Osw 0.065 nw 3.77 1.32 854 560 2113 739 470 246 929 325 1 D-c2ob 0.650 nw 37.70 52.77 54 0 2036 2850 0 0 0 0 1 D-c2ow 0.570 nw 33.06 44.59 240 0 7934 10701 224 0 7405 9988 V�/ 15B21-0wo-6 0.067 nw 2.63 0.14 171 132 347 19 0 0 0 0 G 1OB-w 0.600 nw 34.80 24.30 39 0 1363 952 0 0 0 0 C 18A-38zd 0.029 1.68 0.78 1809 1809 3043 1416 0 0 0 0 C C part ceiling, 0.044 2.54 2.41 483 483 1229 1165 0 0 0 0 C C part ceiling, 0.035 2.05 1.94 56 56 115 109 0 0 0 0 F 19A-21 bswp 0.045 2.08 0.65 1106 1106 2303 715 1046 1046 2178 676 F 19A-30bswp 0.034 1.65 0.51 148 148 245 76 0 0 0 0 F 21 B-24w 0.017 0.99 0.00 802 802 791 0 0 0 0 0 6 c)AED excursion 1 01 1 1 1 0 Envelope loss/gain 1 73283 77814 1 1 24141 28313 12 a) Infiltration 4611 646 1228 172 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 32 7360 10 2300 Appliances/other 54800 13000 Subtotal(lines 6 to 13) 77894 140621 25369 43785 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 77894 140621 25369 43785 15 Duct loads 5% 1% 3616 1288 14% 3% 3616 1292 uoml load I I I 815101 14I I I 2119851 I45077 Airreqdn) 5000 5000 11600 1600 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -rp- wirio"M'4 2021-Nov-11 08:19:06 A ^e y Right-Suite®Universal 2021 21.0.08 RSU10077 Page 1 ...ssau Point Rd1505O Nassau Residence-REV.1.rup Calc=MJ8 Front Door faces: N Right-J® W or ksheet Job: 5050 NPR Ir.�tl 5050 NPR Date: Nov 10,2021 IIEATIrdG+C00LING By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU#2 AHU#3 2 Exposed wall 84.0 ft 195.0 ft 3 Room height 9.6 ft 9.2 ft 4 Room dimensions 5 Room area 607.0 ft2 1213.0 ft' T Construction U-value Or HTM Area ftz Load Area ft' Load Y number (Btuh/ft'-°F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) i Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 yJ 12F-Osw 0.065 ne 3.77 1.32 0 0 0 0 0 0 0 0 G 1D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 0 0 0 0 12F-Osw 0.065 ne 3.77 1.32 230 149 563 197 202 170 639 224 1D-c2ob 0.650 ne 37.70 52.77 81 0 3054 4275 0 0 0 0 11 1D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 32 0 1058 1427 151521-Owc-6 0.067 ne 2.75 0.23 0 0 0 0 297 253 696 57 1013-w 0.600 ne 34.80 24.30 0 0 0 0 24 0 835 583 1D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 20 0 661 892 12F-Osw 0.065 se 3.77 1.32 0 0 0 0 0 0 0 0 1013-w 0.600 se 34.80 29.42 0 0 0 0 0 0 0 0 1D-c2ow 0.570 se 33.06 55.09 0 0 0 0 0 0 0 0 V�J 12F-Osw 0.065 se 3.77 1.32 163 163 615 215 221 205 772 270 l-GC 1OB-w 0.600 se 34.80 29.42 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 33.06 55.09 0 0 0 0 16 0 529 881 V+/ 15821-Owc-6 0.067 se 2.88 0.32 0 0 0 0 396 380 1094 121 G 1D-c2ow 0.570 se 33.06 55.09 0 0 0 0 16 0 529 881 12F-Osw 0.065 sw 3.77 1.32 0 0 0 0 0 0 0 0 I� 1 D-c2ow 0.570 sw 33.06 55.09 0 0 0 0 0 0 0 0 V+/ 12F-Osw 0.065 sw 3.77 1.32 182 182 688 241 58 42 157 55 L�-(p 1 D-c2ow 0.570 sw 33.06 55.09 0 0 0 0 16 0 529 881 11 DO 0.390 sw 22.62 12.28 0 0 0 0 0 0 0 0 w 151321-0wc-6 0.067 sw 2.92 0.35 0 0 0 0 297 297 867 103 V�J 12F-Osw 0.065 nw 3.77 1.32 0 0 0 0 0 0 0 0 I___G 1 D-c2ow 0.570 nw 33.06 44.59 0 0 0 0 0 0 0 0 V+! 12F-Osw 0.065 nw 3.77 1.32 230 176 665 233 154 138 519 182 -::211D-c2ob 0.650 nw 37.70 52.77 54 0 2036 2850 0 0 0 0 1 D-c2ow 0.570 nw 33.06 44.59 0 0 0 0 16 0 529 713 V�1-. 15B21-Owc-6 0.067 nw 2.63 0.14 0 0 0 0 171 132 347 19 IG 1OB-w 0.600 nw 34.80 24.30 0 0 0 0 39 0 1363 952 C 18A-38zd 0.029 1.68 0.78 0 0 0 0 0 0 0 0 C C part ceiling, 0.044 2.54 2.41 72 72 183 174 411 411 1046 992 C C part ceiling, 0.035 2.05 1.94 0 0 0 0 56 56 115 109 F 19A-21 bswp 0.045 2.08 0.65 60 60 125 39 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 0 0 0 0 0 0 0 0 F 21 B-24w 0.017 0.99 0.00 0 0 0 0 802 802 791 0 61 c)AED excursion 1 01 1 1 0 Envelope loss/gain 1 7929 8223 1 1 13075 9343 12 a) Infiltration 707 99 894 125 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 6 1380 Appliances/other 12000 6800 Subtotal(lines 6 to 13) 8635 22162 13970 17648 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8635 22162 13970 17648 15 Duct loads 0% 0% 0 0 0% 0% 0 0 room (c I I I 8I 22I I I 13I 176481 fm) 800 800 600 6001 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Pl.h wrrl$"M 4 2021-Nov-11 08:19:06 M ^�•-��•t Rig ht-Suite®Universal202121.0.08 RSU10077 Paget ...ssau Point Rdk505O Nassau Residence-REV.1.rup Calc=MJ8 Front Door faces: N g �� Right-M Worksheet Job: 5050 NPR Date: Nov 10,2021 IIEATIP4G+,ZOOL ING 5050 NPR By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU#4 AHU#5 2 Exposed wall 111.0 ft 115.0 ft 3 Room height 9.0 ft 9.0 ft 4 Room dimensions 5 Room area 954.0 ftz 855.0 ft2 Ty Construction U-value Or HTM Area (ft') Load Area (ft Load number (Btuh/ft'-°F I (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S j Heat I Cool j Gross I N/P/S j Heat Cool 6 V�/ 12F-Osw 0.065 ne 3.77 1.32 216 176 664 232 126 102 385 135 1-G 1D-c2ow 0.570 ne 33.06 44.59 40 0 1322 1784 24 0 793 1070 12F-Osw 0.065 ne 3.77 1.32 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 ne 37.70 52.77 0 0 0 0 0 0 0 0 1 1 1 D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 0 0 0 0 V�I 151321-0wo-6 0.067 ne 2.75 0.23 0 0 0 0 0 0 0 0 1013-w 0.600 ne 34.80 24.30 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 0 0 0 0 V�/ _ 12F-Osw 0.065 se 3.77 1.32 378 181 682 239 297 267 1007 352 I�GG 1OB-w 0.600 se 34.80 29.42 27 0 940 794 0 0 0 0 T 1 D-c2ow 0.570 se 33.06 55.09 170 0 5620 9366 30 0 992 1653 12F-Osw 0.065 se 3.77 1.32 0 0 0 0 0 0 0 0 1OB-w 0.600 se 34.80 29.42 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 33.06 55.09 0 0 0 0 0 0 0 0 V�/ 15B21-Owo-6 0.067 se 2.88 0.32 0 0 0 0 0 0 0 0 L-G 1 D-c2ow 0.570 se 33.06 55.09 0 0 0 0 0 0 0 0 12F-Osw 0.065 sw 3.77 1.32 27 27 102 36 315 243 916 321 1 D-c2ow 0.570 sw 33.06 55.09 0 0 0 0 72 0 2380 3967 12F-Osw 0.065 sw 3.77 1.32 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 sw 33.06 55.09 0 0 0 0 0 0 0 0 11 DO 0.390 sw 22.62 12.28 0 0 0 0 0 0 0 0 W 15821-Owc-6 0.067 sw 2.92 0.35 0 0 0 0 0 0 0 0 12F-Osw 0.065 nw 3.77 1.32 378 192 724 253 297 261 984 344 1 D-c2ow 0.570 nw 33.06 44.59 186 0 6149 8294 36 0 1190 1605 V+/ 12F-Osw 0.065 nw 3.77 1.32 0 0 0 0 0 0 0 0 I�(C 1D-c2ob 0.650 nw 37.70 52.77 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 nw. 33.06 44.59 0 0 0 0 0 0 0 0 15B21-Owo-6 0.067 nw 2.63 0.14 0 0 0 0 0 0 0 0 T---G 10B-w 0.600 nw 34.80 24.30 0 0 0 0 0 0 0 0 C 18A-38zd 0.029 1.68 0.78 954 954 1605 747 855 855 1438 669 C C part ceiling, 0.044 2.54 2.41 0 0 0 0 0 0 0 0 C C part ceiling, 0.035 2.05 1.94 0 0 0 0 0 0 0 0 F 19A-21 bswp 0.045 2.08 0.65 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 59 59 98 30 89 89 147 46 F 21 B-24w 0.017 0.99 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 101 1 1 1 507 Envelope loss/gain 1 179051 217741 1 1 102321 10669 12 a) Infiltration 875 123 907 127 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 11600 11400 Subtotal(lines 6 to 13) 18780 34417 11139 23116 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18780 34417 11139 23116 15 Duct loads 0% 0% 0 0 0% 0% 0 0 room load I I 187101 I344171 I I 111391 231161 Airreqi m) I 11200 100 800 00 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -VJO- 2021-Nov-11 08:19:06 Right-Suite®Universal2021 21.0.08 RSU10077 Page ssau Point Rd\5050 Nassau Residence-REV.1.rup Calc=MJ8 Front Door faces: N j kkolbRight-J® Worksheet Job: 5050 NPR I•I[AT ING+COOLING AHU#1 Date: Nov 10,2021 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU#1 ZONE#1 2 Exposed wall 146.0 ft 146.0 ft 3 Room height 9.6 ft 9.6 ft heat/cool 4 Room dimensions 1.0 x 1126.0 ft 5 Room area 1126.0 ft2 1126.0 ft' T Construction U-value Or HTM Area ft' Load Area ft' Load y number (Btuh/ft2-T I (Btuh/ft') I or perimeter (ft) (Btuh) I or perimeter (ft) I (Btuh) Heat Cool i Gross I N/P/S j Heat I Cool j Gross I N/P/S j Heat I Cool L I I I I I I I 1 :1 6 Val 12F-Osw 0.065 ne 0.00 0.00 0 0 0 0 0 0 0 0 L-C 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 ne 3.77 1.32 134 116 439 154 134 116 439 154 1 D-c2ob 0.650 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 1 D-c2ow 0.570 ne 33.06 44.59 18 0 595 803 18 0 595 803 15821-Owc-6 0.067 ne 0.00 0.00 0 0 0 0 0 0 0 0 1OB-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 V�J 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 se 3.77 1.32 470 245 925 324 470 245 925 324 1OB-w 0.600 se 34.80 29.42 45 0 1566 1324 45 0 1566 1324 1 D-c2ow 0.570 se 33.06 55.09 180 0 5951 9917 180 0 5951 9917 V+/ 15B21-0wc-6 0.067 se 0.00 0.00 0 0 0 0 0 0 0 0 O 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 0 0 0 0 t-G 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 V+! 12F-osw 0.065 sw 3.77 1.32 326 212 798 279 326 212 798 279 L :2 1 D-c2ow 0.570 sw 33.06 55.09 73 0 2405 4008 73 0 2405 4008 11DO 0.390 sw 22.62 12.28 42 42 950 516 42 42 950 516 w 15B21-Owo-6 0.067 sw 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 t--G 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 nw 3.77 1.32 470 246 929 325 470 246 929 326 1D-c2ob 0.650 nw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 nw 33.06 44.59 224 0 7405 9988 224 0 7405 9988 t15B21-Owc-6 0.067 nw 0.00 0.00 0 0 0 0 0 0 0 0 -G 10B-w 0.600 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38zd 0.029 0.00 0.00 0 0 0 0 0 0 0 0 C C part ceiling, 0.044 0.00 0.00 0 0 0 0 0 0 0 0 C C part ceiling, 0.035 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-21bswp 0.045 2.08 0.65 1046 1046 2178 676 1046 1046 2178 676 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 21 B-24w 0.017 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 01 1 1 1 0 Envelope loss/gain 1 24141 28313 1 1 24141 28313 12 j a) Infiltration 1228 172 1228 172 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 10 2300 10 2300 Appliances/other 13000 13000 Subtotal(lines 6 to 13) 25369 43785 25369 43785 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 25369 43785 25369 43785 15 Duct loads 14% 3% 3616 1292 14% 3% 3616 1292 room loadI 2I4I I I2I4Airreqdn) I I 11600 1600 11600 16001 Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. - w weigftiesotr- 2021-Nov-1108:19:06 Right-Suite®Universal 2021 21.0.08 RSU10077 Page 4 ssau Point Rd\5050 Nassau Residence-REV.1.rup Calc=MJ8 Front Door faces: N �� Right-J® W orksheet Job: 5050 NPR HUATtraG+COO•LING AHU#2 Date: Nov 10,2021 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU#2 ZONE#2 2 Exposed wall 84.0 ft 84.0 ft 3 Room height 9.6 ft 9.6 ft heat/cool 4 Room dimensions 1.0 x 607.0 ft 5 Room area 607.0 ft' 607.0 ft' T Construction U-value Or HTM Area (ft') Load Area ft� Load y number (Btuh/ft2- I (Btuh/ft2) I or perimeter (ft) I (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 12F-Osw 0.065 ne 0.00 0.00 0 0 0 0 0 0 0 0 L�3 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw d.065 ne 3.77 1.32 230 149 563 197 230 149 563 197 1D-c2ob 0.650 ne 37.70 52.77 81 0 3054 4275 81 0 3054 4275 11 ID-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 15B21-Owc-6 0.067 ne 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 se 0.00. 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 se 3.77 1.32 163 163 615 215 163 163 615 215 10B-w 0,600 se 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 V�/ 15821-Owc-6 0.067 se 0.00 0.00 0 0 0 0 0 0 0 0 L-G 1D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 V►! it 0.065 sw 3.77 1.32 182 182 688 241 182 182 688 241 :2 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 w 1021-0wc-6 0.067 sw 0.00 0.00 0 0 0 0 0 0 0 0 V1/ 12F-Osw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 L-G 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 .nw 3.77 1.32 230 176 665 233 230 176 665 233 1 D-c2ob 0.650 nw 37.70 52.77 54 0 2036 2850 54 0 2036 2850 LL�� 1 D-c2ow 0.570 nw 0.00 0.00 0, 0 0 0 0 0 0 0 V+/ 15B21-Owc-6 0.067 nw 0.00 0.00 0 0 0 0 0 0 0 0 O 1OB-w 0.600 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38zd 0.029 0.00 0.00 0 0 0 0 0 0 0 0 C C part ceiling, 0.044 2.54 2.41 72 72 183 174 72 72 183 174 C C part ceiling, 0.035 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-21bswp 0.045 2.08 0.65 60 60 125 39 60 60 125 39 F 19A-30bswp 0.034 0.00 0.00 0 0 0 0 0 0 0 0 F 21 13-24w 0.017 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 01 10 Envelope loss/gain 7929 8223 7929 8223 12 j a) Infiltration 707 99 707 99 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 8 1840 Appliances/other 12000 12000 Subtotal(lines 6 to 13) 8635 22162 8635 22162 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 8635 22162 8635 22162 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Air requomdl(cfm) I I I 8800I 22800162 I I I 8800 I 22800I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. -Wj�- wrr94g"fi-dMIIt- 2021-Nov-11 08:19:06 Right-Suite®Universal 2021 21.0.08 RSU10077 Pages ssau Point Rd1505O Nassau Residence-REV.1.rup Calc=MJ8 Front Door faces: N �� � Right-J® Worksheet Job: 5050 NPR AHU#3 Date: Nov 10,2021 H EATING+COO'_ING By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU#3 ZONE#3 2 Exposed wall 195.0 ft 66.0 ft 3 Room height 9.2 ft 9.6 ft heat/cool 4 Room dimensions 1.0 x 411.0 ft 5 Room area 1213.0 ft' 411.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F I (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F-Osw 0.065 ne 0.00 0.00 0 0 0 0 0 0. 0 0 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 11 T= 12F-Osw 0.065 ne 3.77 1.32 202 170 639 224 202 170 639 224 1 D-c2ob 0.650 ne 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0.570 ne 33.06 44.59 32 0 1058 1427 32 0 1058 1427 151321-Owo-6 0.067 ne 2.75 0.23 297 253 696 57 0 0 0 0 1OB-w 0.600 ne 34.80 24.30 24 0 835 583 0 0 0 0 1 D-c2ow 0.570 ne 33.06 44.59 20 0 661 892 0 0 0 0 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 10B-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-Os�v 0.065 se 3.77 1.32 221 205 772 270 221 205 772 270 1OB-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 33.06 55.09 16 0 529 881 16 0 529 •881 yl 15B21-0wo-6 0.067 se 2.88 0.32 396 380 1094 121 0 0 0 0 L-G 1 D-c2ow 0.570 se 33.06 55.09 16 0 529 681 0 0 0 0 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 sw 3.77 1.32 58 42 157 55 58 42 157 55 1 D-c2ow 0.570 sw 33.06 55.09 16 0 529 881 16 0 529 881 11 DO 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 W . 15B21-Owo-6 0.067 sw 2.92 0.35 297 297 867 103 0 0 0 0 V�/ 12F-Osw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 -G 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw 0.065 nw 3.77 1.32 154 138 519 182 154 138 519 182 1 D-c2ob 0.650 nw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c26w 0.570 nw 33.06 44.59 16 0 529 713 - 16 0 529 713 15621-Owo-6 0.067 nw 2.63 0.14 171 132 347 19 0 0 0 0 10B-w 0.600 nw 34.80 24.30 39 0 1363 952 0 0 0 0 C 18A-38zd 0.029 0.00 0.00 0 0 1 0 0 0 0 0 0 C C part ceiling, 0.044 2.54 2.41 411 411 1046 992 _ 411 411 1046 992 C. C part ceiling,. 0.035 2.05 1.94 56 56 115 109 0 0 0 0 F 19A-21 bswp 0.045 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp_, 0:034 • - 0.00 0.00 0 0 0 0 p 0 0 0 0 F 21 13-24w 0.017 0.99 0.00 802 802 791 0 0 0 0 0 61 c)AED excursion 1 0 1 1 10 Envelope loss/gain 1 13075 9343 1 1 5778 5625 12 j a) Infiltration 894 125 555 78 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 6 1380 2 460 Appliances/other 6800 3200 Subtotal(lines 6 to 13) 13970 17648 6333 9363 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 13970 17648 6333 9363 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Air requomdi(cf ) I I I 13600I 17600I I I 6272 I 333 93118I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. wrlgh7,c�Y - 2021-Nov-11 08:19:06 -be �- Right-Suite®Universal 2021 21.0.08 RSU10077 Page ssau Point Rd15050 Nassau Residence-REV.1.rup Calc=MJ8 Front Door faces: N g � Right-J® Worksheet Job: 5050 NPR Date: Nov 10,2021 HEATING+COOLING AHU#3 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name Zone#8 2 Exposed wall 129.0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 802.0 ft 5 Room area 802.0 ft2 Ty Construction U-value Or I HTM I Area (ft') I Load I Area I Load number (Btuh/ft a F (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross NIP/S Heat Cool 6 12F-Osw 0.065 ne 0.00 0.00 0 0 0 0 L-C 1D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 12F-Osw 0.065 ne 3.77 1.32 0 0 0 0 1D-c2ob 0.650 ne 0.00 0.00 0 0 0 0 11 ���CCC��� 1 D-c2ow 0.570 ne 33.06 44.59 0 0 0 0 15B21-Owc-6 0.067 ne 2.75 0.23 297 253 696 57 I�-CG 1OB-w 0.600 ne 34.80 24.30 24 0 835 583 1D-c2ow 0.570 ne 33.06 44.59 20 0 661 892 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 1013-w 0.600 se 0.00 0.00 0 0 0 0 1D-c2ow 0.570 se 0.00 0.00 0 0 0 0 12F-Osw 0.065 se 3.77 1.32 0 0 0 0 1013-w 0.600 se 0.00 0.00 0 0 0 0 1 D-c2ow, 0.570 se 33.06 55.09 0 0 0 0 V�/ 15B21-Owc-6 0.067 se 2.88 0.32 396 380 1094 121 I-; 1 D-c2ow 0.570 se 33.06 55.09 16 0 529 881 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 L-G 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 yJ 12F-Osw 0.065 sw 3.77 1.32 0 0 0 0 L-pG 1 D-c2ow 0.570 sw 33.06 55.09 0 0 0 0 11 DO 0.390 sw 0.00 0.00 0 0 0 0 w 15B21-Owc-6 0.067 sw 2.92 0.35 297 297 867 103 y! 12F-Osw 0.065 nw 0.00 0.00 0 0 0 0 ,G 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 12F-Osw 0.065 nw 3.77 1.32 0 0 0 0 1 D-c2ob 0.650 nw 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 nw 33.06 44.59 0 0 0 0 yJ 15B21-Owc-6 0.067 nw 2.63 0.14 171 132 347 19 -G 1OB-w 0.600 nw 34.80 24.30 39 0 1363 952 C 18A-38zd 0.029 0.00 0.00 0 0 0 0 C C part ceiling, 0.044 2.54 2.41 0 0 0 0 C C part ceiling, 0.035 2.05 1.94 56 56 115 109 F 19A-21 bswp 0.045 0.00 0.00 0 0 0 0 F 19A-30bswp 0.034 0.00 0.00 0 0 - 0 0 F 21 B-24w 0.017 0.99 0.00 802 802 791 0 r 61 c)AED excursion 1 0 Envelope loss/gain 7298 3717 12 j a) Infiltration 339 48 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 4 920 Appliances/other 3600 Subtotal(lines 6 to 13) 7637 8285 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 7637 8285 15 Duct loads -0% 0% 0 0 2851 Air 637 requi d(cfm) I I I al room load7328I 8282I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Pk- we'➢jg"t-of'r- 2021-Nov-11 08:19:06 -� Right-Suite®Universal2021 21.0.08 RSU10077 Page ...ssau Point Rdk505O Nassau Residence-REV.1.rup Calc=MJ8 Front Door faces: N I �� Right @ Worksheet Job: 5050 NPR I•I EAT ING+COOLING AHU#4 Date: Nov 10,2021 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU#4 ZONE#6 2 Exposed wall 111.0 ft 36.0 ft 3 Room height 9.0 ft 9.0 ft heaticool 4 Room dimensions 1.0 x 390.0 ft 5 Room area 954.0 ft2 390.0 ft2 T Construction U-value Or HTM Area y ft2 Load Area ft2 Load number (Btuh/ft2-°F I (Btuh/ft2) I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) L I Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 yJ 12F-Osw 0.065 ne 3.77 1.32 216 176 664 232 0 0 0 0 G 1D-c2ow 0.570 ne 33.06 44.59 40 0 1322 1784 0 0 0 0 12F-Osw 0.065 ne 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 1 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 15B21-Owc-6 0.067 ne 0.00 0.00 0 0 0 0 0 0 0 0 L-G 1OB-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 �/ 12F-Osw 0.065 se 3.77 1.32 378 181 682 239 162 0 0 0 �--G 10B-w 0.600 se 34.80 29.42 27 0 940 794 0 0 0 0 II�� 1 D-c2ow 0.570 se 33.05 55.09 170 0 5620 9366 162 0 5356 8925 V+l 1217-0sw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 IF-C{ 1013-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 V)/ 15B21-Owc-6 0.067 se 0.00 0.00 0 0 0 0 0 0 0 0 G 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 V�! 12F-Osw 0.065 sw 3.77 1.32 27 27 102 36 0 0 0 0 I� 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 V�1 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 0 0 0 0 L-pC� 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 15B21-0wc-6 0.067 sw 0.00 0.00 0 0 0 0 0 0 0 0 V�/ 12F-Osw 0.065 nw 3.77 1.32 378 192 724 253 162 0 0 0 I-; 1 D-c2ow 0.570 nw 33.06 44.59 186 0 6149 8294 162 0 5356 7223 12F-Osw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ob 0.650 nw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 V�J 15B21-Owc-6 0.067 nw 0.00 0.00 0 0 0 0 0 0 0 0 G 10B-w 0.600 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38zd 0.029 1.68 0.78 954 954 1605 747 390 390 656 305 C C part ceiling, 0.044 0.00 0.00 0 0 0 0 0 0 0 0 C C part ceiling, 0.035 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-21 bswp 0.045 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 59 59 98 30 18 18 30 9 F 21 B-24w 0.017 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 01 1 1 0 Envelope loss/gain 1 17905 21774 1 1 11397 16463 12 j a) Infiltration 875 123 284 40 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliances/other 11600 6800 Subtotal(lines 6 to 13) 18780 34417 11681 23763 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 18780 34417 11681 23763 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Airrequomdl(cfm) I I I 18200I 31200I I I 11746I 23829I Calculations approved by ACCA to meet all reauirements of Manual J 8th Ed. - k- wrsol'i scrtt 2021-Nov-11 08:19:06 t . a_ ^_-a Right-Suite®Universal 2021 21.0.08 RSU10077 Page 8 ssau Point Rd15050 Nassau Residence_REV.1.rup Calc=MJ8 Front Door faces: N 'i gkolb Right-M Worksheet Job: 5050 NPR A HU#4 Date: Nov 10,2021 1-11:ATING+COO±ING By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name ZONE#7 2 Exposed wall 75.0 ft 3 Room height 9.0 It heat/cool 4 Room dimensions 1.0 x 564.0 ft 5 Room area 564.0 ft' Ty Construction U-value Or I HTM I Area (fv) I Load I Area I Load number (Btuh/ft-°F (Btuh/ft) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat cool::] 6 V+/ 12F-Osw 0.065 ne 3.77 1.32 216 176 664 232 L-G 1 D-c2ow 0.570 ne 33.06 44.59 40 0 1322 1784 12F-Osw 0,065 ne 0.00 0.00 0 0 0 0 1D-c2ob 0.650 ne 0.00 0.00 0 0 0 0 1 1 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 15B21-0wo-6 0.067 ne 0.00 0.00 0 0 0 0 1OB-w 0.600 ne 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 12F-0sw 0.065 se 3.77 1.32 216 181 682 239 OB-w 0.600 se 34.80 29.42 27 0 940 794 1D-c2ow 0,570 se 33,06 55,09 8 0 264 441 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 IOB-w 0.600 se 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 V�/ 15B21-Owc-6 0.067 se 0.00 0.00 0 0 0 0 -G 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 Vt12F-Osw 0.065 sw 3.77 1.32 27 27 102 36 -G 1 D-c2ow 0.570 sw 0.00 , 0.00 0 0 0 0 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 LL��pp 11 DO 0.390 sw 0.00 0.00 0 0 0 0 W 15B21-Owc-6 0.067 sw 0.00 0.00 0 0 0 0 V�J 12F-Osw 0.065 nw 3.77 1.32 216 192 724 253 -G 1 11-c2ow 0.570 nw, 33.06 44.59 24 0 793 1070 12F-Osw 0. nw 0.00 0.00 0 0 0 0 1 D-c2ob 0.650650 nw 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 Vj! 15B21-Owc-6 0.067 nw 0.00 0.00 0 0 0 0 -G 10B-w 0.600 nw 0.00 0.00 0 0 0 0 C 18A-38zd 0.029 1.68 0.78 564 564 949 442 C C part ceiling, 0.044 0.00 0.00 0 0 0 0 C C part ceiling, 0.035 0.00 '0.00 0 0 0 0 F 19A-21 bswp 0.045 0.00 0.00 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 41 41 68 21 F 21 B-24w 0.017 0.00 0.00 0 0 0 0 61 c)AED excursion 1 0 Envelope loss/gain 1 6508 5311 12 j a) Infiltration 591 83 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances/other 4800 Subtotal(lines 6 to 13) 7099 10654 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 7099 10654 15 Duct loads -0% 0% 0 0 Airrequomdl(adn) I I I 7454I 10654 371 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -r$d- wr410"1L--'m8t-^ 2021-Nov-11 08:19:06 Right-Suite®Universal 2021 21.0.08 RSU10077 Page 9 ssau Point Rd15050 Nassau Residence-REV.1.rup Calc=MJ8 Front Door faces: N � � Right-M Worksheet Job: 5050 NPR 1:1CAT1rfG+nOLING AHU#5 Date: Nov 10,2021 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name AHU#5 ZONE#4 2 Exposed wall 115.0 ft 78.0 ft 3 Room height 9.0 ft 9.0 ft heat/cool 4 Room dimensions 1.0 x 535.0 ft 5 Room area 855.0 ft2 535.0 ft' TY Construction U-value Or HTM Area ft2 Load Area ft' Load number (Btuh/ft'-°F (Btuh/ftz) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S j Heat Cool j Gross N/P/S I Heat I Cool 6 12F-Osw 0.065 ne 3.77 1.32 126 102 385 135 108 84 317 111 I-G 1D-c2ow 0.570 ne 33.06 44.59 24 0 793 1070 24 0 793 1070 12F-Osw 0.065 ne 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 ne 0.00 0.00 0 0 0 0 0 0 0 0 1 1 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 151321-0wc-6 0.067 ne 0.00 0.00 0 0 0 0 0 0 0 0 1013-w 0.600 ne 0.00 0.00 0 0 0 0 0 0 0 0 IIL2 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 0 0 0 0 V)1 12F-Osw 0.065 se 3.77 1.32 297 267 1007 352 297 267 1007 352 L�-CG 108-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ow 0,570 se 33,06 55,09 30 0 992 1653 30 0 992 1653 12F-Osw, 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 1OB-w 0.600 se 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 VI/ 15B21-Owc-6 0.067 se 0.00 0.00 0 0 0 0 0 0 0 0 I-G 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 0 0 0 0 y/ 12F-0sw 0.065 sw 3.77 1.32 315 243 916 321 189 141 532 186 I-G 1D-c2ow 0.570 sw 33.06 55.09 72 0 2380 3967 48 0 1587 2644 VLOD 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 0 0 0 0 11 DO 0.390 sw 0.00 0.00 0 0 0 0 0 0 0 0 W 15B21-Owc-6 0.067 sw 0.00 0.00 0 0 0 0 0 0 0 0 V�1 12F-Osw 0.065 nw 3.77 1.32 297 261 984 344 108 108 407 143 I� 1 D-c2ow 0.570 nw 33.06 44.59 36 0 1190 1605 0 0 0 0 12F-0sw 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 1D-c2ob 0.650 nw 0.00 0.00 0 0 0 0 0 0 0 0 1 D-c2ow 0.570 nw 0.00 0.00 0 0 0 0 0 0 0 0 V�/ 15B21-0wc-6 0.067 nw 0.00 0.00 0 0 0 0 0 0 0 0 -G 106-w 0.600 nw 0.00 0.00 0 0 0 0 0 0 0 0 C 18A-38zd 0.029 1.68 0.78 855 855 1438 669 535 535 900 419 C C part ceiling, 0.044 0.00 0.00 0 0 0 0 0 0 0 0 C C part ceiling, 0.035 0.00 0.00 0 0 0 0 0 0. 0 0 F 19A-21 bswp 0.045 0.00 0.00 0 0 0 0 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 89 89 147 46 73 73 121 37 F 21 13-24w 0.017 0.00 0.00 0 0 0 0 0 0 0 0 61 c)AED excursion 1 507 -307 Envelope loss/gain 1 10232 10669 1 1 6655 6309 12 a) Infiltration 907 127 615 86 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 2 460 Appliances/other 11400 5600 Subtotal(lines 6 to 13) 1113E 23116 7270 12455 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 11 13E 23116 7270 12455 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Air al roomrequi dl(cfm) I I I oad118001 131 23800I I I 7270 522 I 124551 431 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fjri- 2021-Nov-11 08:19:06 -^-�-�- Right-Suite®U niversal 2021 21.0.08 RSU10077 Page 10 ...ssau Point Rd15050 Nassau Residence-REV.1.rup Calc=MJ8 Front Door faces: N i Right-A WOPkSheet Job: 5050 NPR kolbH EAT[NG+COO!.ING AHU#5 Date: Nov 10,2021 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name ZONE#5 2 Exposed wall 37.0 ft 3 Room height 9.0 ft heat/cool 4 Room dimensions 1.0 x 320.0 ft 5 Room area 320.0 ftz Ty Construction U-value Or I HTM: I Area (W) I Load I Area I Load number (Btuh/ft-°F (Btuh/ft) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S j Heat Cool 6 12F-Osw' .0.0.65 ne 3.77 1.32 18 18 'fib 24 1D-c2ow 0.570 ne .33.06 44'59 0 0 0 0 12F-Osw 0.065 ne 0.00 0.00 0 0 0 0 1D-c2ob 0.650 ne 0.00 0.00 0 0 0 0 11 1 D-c2ow 0.570 ne 0.00 0.00 0 0 0 0 . 151321-0wc-6 0.067 ne' 0.00 0.00 0 0 _ 0 0 1013-w 0.600 ne 0.00 0.00 0 0 0 0 , 1D-c2ow_ ", OS70 .ne 0:00 0.00 0 0 0 0 ' y/ 12F-w 0.600 se 3.00 1.00 0 0 0 0 I�CG 10B-w 0.600 se 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 se 33.06 55.09 0 0 0 0„ 12F-Osw 0.065 se 0.00 0''00 0 0 0 0 1OB-w - 0.600 se 0:00 0.00 ''0 0 0 0 1 D=c2ow 0.570 se 0.00'..- 0.00 0 : 0 0 0 15B21-Owc-6 0.067 se 0.00 0.00 0 0 0 0 1 D-c2ow 0.570 se 0.00 0.00 0 0 0 0 12F-Osw _'. 0.065 sw 3.77 '9.32 126 102 385 135 1 D-c2ow 0.570 sw 33.06 55.09 24 0 793. 1322 V►/ 12F-Osw 0.065 sw 0.00 0.00 0 0 0 0 Li--_pG 1 D-c2ow 0.570 sw 0.00 0.00 0 0 0 0 11DO 0.390 sw 0.00 0.00 0 0 0 0 W,., 151321-0wc-6 . 0.067 sw 0.00 0.00 0 0 0 0 � 12F-Osw 0.065 nw 3.77 1.32 189 153 577 202 . 1 D-c2ow 0.570 nw _ ,33.06 _ 44.59 36 0 1190 _ 1605 12F-Osw- 0.065 nw 0.00 0.00 0 0 0 0 ID-c2ob . 0.650 . nw. 0.00• 0.00 0 0 0 0 1 D-c2ow 0.570' nw 0.00 0.00 0 0 0 0 , V�/ 15B21-Owc-6 0.067 nw 0.00 0.00 0 0 0 0 -G 10B-w 0.600 nw 0.00 0.00 0 0 0 0 C IBA-38zd 0.029 _ -. 1.68 0.78 320 320 . . 538 251 C C part ceiling, 0.044 0.00 0.00 0 0 0 0 C' C part ceiling, 0.035 0.00 0.00 0 0 0 0 F 19A-2lbswp 0.045 0.00 0.00 0 0 0 0 F 19A-30bswp 0.034 1.65 0.51 16 16 26 8 F 21 13-24w 0.017 0.00 0.00 0 0 0 0 i 61 c)AED excursion 814 Envelope loss/gain 3578 4360 12 a) Infiltration 292 41 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances/other 5800 Subtotal(lines 6 to 13) 3869 10661 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 3869 10661 15 Duct loads -0% 0% 0 0 I Air (c m) I I I 3278I 10369 I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wo 1g1�ttSo>!C 2021-Nov-11 08:19:06 Ad& Right-Suite®Universal 2021 21.0.08 RSU10077 page 11 ssau Point Rd15050 Nassau Residence-REV.1.rup Calc=MJ8 Front Door faces: N . 1 Basement IIE Mech.Rm. fil Zone S8 Job#: 5050 NPR Kolb Mechanical Scale: 1 : 151 Performed by FR for: Page 1 5050 NPR 11500 Old Sound Ave. Right-Suite®Universal 2021 5050 Nassau Point Rd. Mattituck,NY 11952 21.0.08 RSU10077 Cutchogue,NY 11935 Phone:(631)298-5527 2021-Nov-11 08:19:25 info@kolbmechanical.com 050 Nassau Residence REV. 1 .ru 1 First Floor I 1� zZONE#2 ® ZONE If1 �l El IR pf ® P ® ZONE#3 Job#: 5050 NPR Kolb Mechanical Scale: 1 : 151 Performed by FR for: Page 2 5050 NPR 11500 Old Sound Ave. Right-Suite®Universal 2021 5050 Nassau Point Rd. Mattituck,NY 11952 21.0.08 RSU10077 Cutchogue,NY 11935 Phone:(631)298-5527 2021-Nov-11 08:19:26 info@kolbmechanical.com ...050 Nassau Residence—REV. esidenceREV.1 .ru Second Floor ZONE'#5 - ZONE k6, ZONE V ;i ZONE N4 Job#: 5050 NPR Kolb Mechanical Scale: 1 : 151 Performed by FR for: Page 3 5050 NPR 11500 Old Sound Ave. Right-Suite@ Universal 2021 5050 Nassau Point Rd. Mattituck,NY 11952 21.0.08 RSU10077 Cutchogue,NY 11935 Phone:(631)298-5527 2021-Nov-11 08:19:26 info@kolbmechanical.com ...050 Nassau Residence REV.1 -ru l Duct System Summary Job: NPR Nov Date: Nov 10,2021 AHU#1 By: FR HEATING + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • . • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.150/0.150 in H2O 0.150/0.150 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1600 cfm 1600 cfm Total effective length (TEL) 179 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#1 c 2419 134 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#1-A c 3756 133 133 0.080 7.0 Ox O VIFx 0 0 ZONE#1-B c 3756 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#1-C c 3756 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#1-D c 3756 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#1-E c 3756 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#1-F c 3756 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#1-G c 3756 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#1-H c 3756 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#1-1 c 3756 133 133 0.080 7.0 Ox0 VIFx 0 0 ZONE#1-J c 3756 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#1-K c 3756 133 133 0.080 7.0 Ox 0 VIFx 1 0 0 Return - Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Mat[ Trunk rb2 Ox 0 1600 1600 179.0 0.080 606 22.0 Ox 0 VIFx rt5 Boldfitalic values have been manually overridden t -01j- Wp-i9il-1tSmft•, 2021-Nov-1108:19:08 ,d,.�.:. ..�.9..q., Right-Suite®Universal 2021 21.0.08 RSU10077 Pagel / +� ...ssau Point Rd\5050 Nassau Residence_REV.1 sup Calc=MA Front Door faces: N TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt5 Peak AVF 1600 1600 0.080 686 17.2 8 x 42 ShtMetl wrighlsmft- 2021-Nov-11 08:19:08 ,d .,v,..d.,a..q Right-Suite®Universal2021 21.0.08 RSU10077 Paget Point Rd15050 Nassau Residence_REV.1 sup Calc=MJ8 Front Door faces: N Duct System Summary Job: Nov NPR Hkolb Y y Date: Nov 10,2021 AHU#2 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.150/0.150 in H2O 0.150/0.150 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 92 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#2 c 3696 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#2-A c 1439 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#2-13 c 1439 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#2-C c 1439 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#2-D c 1439 133 133 0.080 7.0 Ox 0 VIFx 0 0 ZONE#2-E c 1439 133 133 0.080 7.0 Ox 0 VIFx 1 0 0 Return Branch Detail . • le Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 800 800 92.0 0.080 573 16.0 Ox 0 VIFx Bold/italic values have been manually overridden wrig tsaft. 2021-Nov-1108:19:08 Rig Universal2021 21.0.08 RSU10077 •vim°• Page 3 r ...ssau Point Rd15050 Nassau Residence—REV.1.rup Calc=MJ8 Front Door faces: N Duct System SummaryJob: 5050 NPR H kolb Date: Nov 10,2021 HEATINGTeoOLING AHU#3 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.218/0.082 in H2O 0.218/0.082 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 421 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#3 c 3121 91 106 0.080 6.0 Ox 0 VIFx 41.0 160.0 st6 ZONE#3-A c 3121 91 106 0.080 6.0 Ox 0 VIFx 43.0 235.0 st39 ZONE#3-13 c 3121 91 106 0.080 6.0 Ox 0 VIFx 48.0 225.0 st39 Zone#8 h 2546 109 94 0.080 7.0 Ox0 VIFX 61.0 245.0 st39 Zone#8-A h 2545 109 94 0.080 7.0 Ox 0 VIFX 60.0 225.0 st39 Zone#8-e h 2545 109 94 0.080 7.0 Ox 0 VIFX 47.0 225.0 st39 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st39 Peak AVF 509 494 0.080 655 11.2 8 x 14 ShtMetl st6 st6 Peak AVF 600 600 0.080 675 11.9 8 x 16 ShtMetl TableReturn Branch Detail Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 600 600 115.0 0.080 561 14.0 Ox 0 VIFx Boldfitalic values have been manually overridden wr,iglh soft- 2021-Nov-1108:19:08 ,,,....,�.. .,�,. Rig ht-Suite®Universal202121.0.08 RSU10077 Page AC ...ssau Point Rd15o50 Nassau Residence_REV.1 .rup Calc=MJ8 Front Door faces: N Duct System Summary Job: 5050 NPR Hkolb Date: Nov 10,2021 AHU#4 By: FR HEATING = COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: '5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.252/0.048 in H2O 0.252/0.048 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 1200 cfm 1200 cfm Total effective length (TEL) 778 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#6 c 3962 125 138 0.080 7.0 Ox 0 VIFx 84.0 385.0 st29 ZONE#6-A c 3960 124 138 0.080 7.0 Ox 0 VIFx 78.0 385.0 st32 ZONE#6-13 c 3960 124 138 0.080 7.0 Ox 0 VIFx 54.0 310.0 st5 ZONE#6-C c 3960 124 138 0.080 7.0 Ox 0 VIFx 119.0 535.0 st27 ZONE#6-D c 3960 124 138 0.080 7.0 Ox 0 VIFx 113.0 535.0 st33 ZONE#6-E c 3960 124 138 0.080 7.0 Ox 0 VIFx 35.0 310.0 st5 ZONE#7 h 2367 151 124 0.080 8.0 Ox 0 VIFx 25.0 190.0 st4 ZONE#7-A h 2366 151 124 0.080 8.0 Ox 0 VIFx 33.0 180.0 st4 ZONE#7-13 h 2366 151 124 0.080 8.0 Ox 0 VIFx 48.0 180.0 st4 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 454 371 0.080 583 10.7 8 x 14 ShtMetl sty Peak AVF 746 829 0.080 746 13.4 8 x 20 ShtMetl st27 Peak AVF 124 138 0.080 414 6.9 8 x 6 ShtMetl st29 st33 Peak AVF 124 138 0.080 414 6.9 8 x 6 ShtMetl st32 st29 Peak AVF 249 276 0.080 497 8.9 8 x 10 ShtMetl st31 st31 Peak AVF 249 276 0.080 497 8.9 8 x 10 ShtMetl s1:35 st35 Peak AVF 498 552 0.080 621 11.5 8 x 16 ShtMetl st5 st32 Peak AVF 249 276 0.080 497 8.9 8 x 10 ShtMetl st35 Boldltalic values have been manually overridden ti wrig tso t:, 2021-Nov-1108:19:08 °° .'� ,v a. .. .e Right-Suite®Universal2021 21.0.08 RSU10077 Page ACT; i ...ssau Point Rd\5050 Nassau Residence-REV.1 .rup Calc=MJ8 Front Door faces: N r • a. Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb5 Ox 0 1200 1200 124.0 0.080 679 18.0 Ox 0 VIFx wrightsofk" 2021-Nov-11 08:19:08 ,•^ .�•. .. ,�. �4 Right-Suite®Universal 2021 21.0.08 RSU10077 Page A'C .,.ssau Point Rd15050 Nassau Residence—REV.1.rup Calc=MJ8 Front Door faces: N 3 ••. deHkolb Duct System Summary Job: NPR Nov Date: Nov 10,2021 AHU#5 By: FR HEATING + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 5050 NPR 5050 Nassau Point Rd., Cutchogue, NY 11935 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.220/0.080 in H2O 0.220/0.080 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 392 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk ZONE#4 h 1818 131 108 0.080 7.0 Ox 0 VIFx 19.0 200.0 `-st1 ZONE#4-A h 1817 131 108 0.080 7.0 Ox 0 VIFx 21.0 200.0 st2 ZONE#4-13 h 1817 131 108 0.080 7.0 Ox 0 VIFx 32.0 255.0 st2 ZONE#4-C h 1817 131 108 0.080 7.0 Ox 0 VIFx 33.0 255.0 st2 ZONE#5 c 3555 93 123 0.080 7.0 Ox 0 VIFx 35.0 190.0 st2 ZONE#5-A c 3554 93 123 0.080 7.0 Ox 0 VIFx 34.0 115.0 ZONE#5-13 c 3554 93 123 0.080 7.0 Ox 0 VIFx 28.0 190.0 1 st2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 131 108 0.080 588 6.7 8 x 4 ShtMetl st2 Peak AVF 577 569 0.080 649 11.7 8 x 16 ShtMetl Return Branch Detaff Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb6 Ox 0 800 800 104.0 0.080 573 16.0 Ox 0 VIFx Boldfitalic values have been manually overridden wrightsoft- 2021-Nov-1 108:19:08 ,�<• Right-Suite®Universal 2021 21.0.08 RSU10077 Page AC 31, ...ssau Point Rd\5050 Nassau Residence_REV.1.rup Calc=MA Front Door faces: N APPROVED Rocket Insulation, LLC (367) IS, PROPOSAL 40 Haynes Court Suffolk County: HI-62712 RONKONKOMA NY 11779 Town of East Hampton: 8303-2014 Office: 631-750-9075 Town of Southampton L003876 www.rocketsprayfoam.com Nassau County 151403 rocket.insulation@installed.net Job Name JJ 5050 Nassau Point Rd, Cutchogue,4VY 11935 Customer Address L( Job Address Artisan Construction Associated Inc 5050 Nassau Point Rd 508 Main Road Unit 3 CUTCHOGUE, NY 11935 � _ r, 1 Riverhead, NY 11901 ®? co L!�l I Contacts: ry Jaimie Bishop "' t7 w Job: 5918237 Date: 06/05/2023 Phone: 631-808-3323 L Phone2: 631.807.9507 Email:jb@artisancai.com df@artisancai.com invoices to billing@artisancai.com Workarea Inventory Item The Contractor proposes to furnish all listed materials and labor for the completion of the following job specifications: Phase: 15459296 5050 Nassau Point Rd,Cutchogue, NY 11935 Crawl Space Ceiling No-Burn Plus Thermal Barrier (Sq Ft per Gallon) We propose hereby to furnish material&labor-complete in accordance with the above specifications,for the sum of: $1,440.00 Terms:Due Upon Receipt,Customer agrees to pay all costs of collection,including reasonable attorney fees. All material will be as provided in the attached description.All work will be completed in a workmanlike fashion in accordance with the standards of the Industry.Any alteration or deviation from the above specifications Involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate(s).All agreements are contingent upon strikes,accidents,acts of God or delays beyond our control.Owner to carry fire and tornado Insurance and other insurance that may be required by law.Our workers are covered by workers'compensation insurance to the extent required by law. We do not warrant against and shall not be liable for any damage or Injury,Including but not limited to mold accumulation,when due to any of the following causes:the failure of the builder or contractors (other than our Company)to follow the instructions and specifications of the insulation manufacturer;faulty or improper installation or maintenance of drywall or other wall covering;use of accessories or wall preparation materials that do not properly receive the insulation;and compliance with applicable building codes or other government regulations relating to surface preparation,wall coverings,required materials or mandatory procedures. ANY WARRANTIES IMPLIED BY LAW,SUCH AS THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE,ARE HEREBY EXPRESSLY DISCLAIMED.WE SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL DAMAGES OR INCIDENTAL DAMAGES for breach of any warranty associated with the Insulation.Our liability shall in no event exceed the cost of the materials set forth herein.We cannot and shall not be liable to you for the breach of any other express warranties,such as those given to you by other dealers,contractors,applicators,distributors or manufacturers.Your exclusive remedy with respect to defective materials provided by us shall be repair or replacement,at our option,of the defective materials. Note:this proposal may be withdrawn by us if not accepted within 30 days ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are satisfactory and are hereby accepted.You are authorized to do the work as specified. DATE: SIGNATURE: Sales Representative: Eugene Roman DATE: 6/5/23 SIGNATURE: Customer Representative Job s JAIMIE BISHOP 5918237 Phases: 15459296 Printed Name: , ARTISAN CONSTRUCTION Title: PROJECT MANAGER ASK FOR US ON YOUR NEXT FOUNDATION WATERPROOFING 06/05/2023 Page 1 of 1 ol PLUST — _ TECHNICAL DATA SHEET(TDS) CSI 09-96 46 J i `� 1-800-989-8577 www.noburn.com MANUFACTURER 4:APPLICABLE STANDARDS No-Burn,Inc. J U L 1 9 2023 No-Burn®Plus ThB may be specified in compliance of the following: 1392 High Street,Suite 211 AC377 ECO17 Wadsworth,Ohio 44281 AC456 GSA PBS-P100 www.noburn.com B TJMDINTG Dip. ANSI/ASHRAE/ICC/USGBC Standard 189.1 ICC/ASHRAE 700 NGBS ANSI/NSF 51 IgCC DESCRIPTION ASTM E84 LEED v3 2009&v4 No-Burn®Plus ThB is a water-based thin film intumescent coating when ASTM E96 NFPA 285 exposed to high temperatures and flame, intumesces creating a char- CARB NFPA 286 barrier protecting treated Substrates from fire. Certified to be applied CDPH(CA Spec 01350) SCAQMD Rule 1113 to a variety of Substrates,fire performance compliance is achieved with CHPS UL 1715 the appropriate wet film thickness. 1. PRIMARY USES Table I For use in new and existing buildings, complying with the IBCa, IMC®, Substrcibe IRC®,IEBC®and other applicable codes or standards,Plus ThB is utilized Material Tslor Film spread IB Thickness Rate In applications where It provides: AMD Diamondback Closed Cell SPF TB 16wet 100 sq.ft/gal. • Interior Finish Classification Class I or Class A:FS 0/SD 10 BASF Enertite®G Open Cell SPF TB 14wet 115 sq.ft/gal. • Alternative or Non-prescriptive Thermal Barrier BASF Enertite®MaxOpen Cell SPF TB 14wet 115 sq.ft/gal. • Alternative or Non-prescriptive Ignition Barrier BASF Spraytite®SP Closed Cell SPF TB 14wet 115 sq.ft/gal. • Class III Vapor Retardency BASF Spraytite®158 Closed Cell SPF TB 14wet 115 sq.ft/gal. BASF Spraytitea 178 Closed Cell SPF TB 17wet 94 sq.ft/gal. • Exterior Rated Wall Assembly BASF Spraytite®81206 Closed Cell SPF TB 17wet 94 sq.ft/gal. Code Compliance Evaluation Reports:ER 305&TER 1905-03. BASF Walldte®US Closed Cell SPF TB 17wet 94sq.ft/gal. BASF Spraytite®ComfortClosed Cell SPF TB 14wet 115 sq.ft/gal. Installation Verification:SPFA-148. BASF Spraytite®CornfortXL Closed Cell SPF TB 14wet 115 sq.ft/gal. Intertek Design Listing:BASF/FI 30-09. BASF Spraytite®LWP-L Closed Cell SPF TB 14wet 115 sq.ft/gal. 2. SPECIFICATIONS BASF Walltite®LWP Closed Cell SPF TB 14wet 115 sq.ft/gal. BASF Walltite®Plus Closed Cell SPF TB 14wet 115 sq.ft/gal. Color: White/Gray/Tinted Carlisle SealTRe Pro Open CelISPF TB 14wet 115 sq.ft/gal. Intumescent Color Wheel&Tinting Carlisle Foamsulate 50 HY Open Cell SPF TB 14wet 115 sq.ft/gal. Carlisle SealTde Pro High Yield Open Cell SPF TB 14wet 115 sq.ft/gal. White Gray T to Carlisle Foamsulate50 Open Cell SPF TB 14wet 115 sq.ft/gal. CadisleSearrite Pro No Mix Open Gel ISPF TB 14wet 115 sq.ft/gal. Finish: Flat Cadisle5earrlte Pro Closed Cell SPF TB 14wet 115 sq.ft/gal. VOC Content: 18 g/L EPA Method 24 CadisleFoamsulate Closed Cell SPF TB 14wet 115 sq.ft/gal. Dry Time: 60-90 Minutes CadisleSearrde Pro HF-0 Closed Cell SPF TB 14wet 115 sq.ft/gal. Pails: 5 Gallons(19 L),58.5 lbs. CadlsleFoamsulateHFO10Closed Cell SPF TB 14wet 115 sq.ft/gal. Drums: 55 Gallon Drum(208 L),net 45 Gallons Carlisle Searrde Pro One Zero Closed Cell SPF TB 14wet 115 sq.ft/gal. Carlisle Foamsulate HFO Closed Cell SPF TB 14 wet 115 sq.%/gal. (170 L)586.5lbs. Energy One America EOA500 Open Cell Spray Foam TB 14wet 115 sq.ft/gal. Shelf Life: 12 Months Energy One AmeicaEOA20DO Closed Cell SPF TB 14wet 115 sq.ft/gal. Cure Time: 24Hours Everest Evercell 2.0(245fa)Closed Cell SPF TB 14wet 115 sq.ft/gal. Everest Opticell 2.0(HFO)Closed Cell SPF TB 14 wet 115 sq.ft/gal. Boiling Point: 212°F Gaco Western E2SprayF4500 Open Cell SPF TB 14wet 115 sq.%/gal. Freezing Point: 32°F Gaco Western 183M Closed Cell SPF TB 14wet 115 sq.ft/gal. Volatile by Volume: 33% Gaco Western OnePassF1850 Closed Cell SPF TB 14wet 115 sq.ft/gal. Specific Gravity: _ 1.25 Gaoo Western OnePass Low GWP F1980 SPF TB 14wet 115 sq.ft/gal. General Coatings Ultra-Thane 050 open Cell SPF TB 14wet 115 sq.ft/gal. View product Safety Data Sheet (M)SDS and Best Practices for Safe General Coatings Ultra-Thane 050 Max Open Cell SPF TB 14wet 115 sq.ft/gal. Handling&Storage for more Information. General Coatings Ultra-Thane 050 Max Pro Open Cell SPF TB 14wet 115 sq.ft/gal. General Coatings Ultra-Thane 050X Open Cell SPF TB 14wet 115 sq.ft/gal. 3. PRODUCT PERFORMANCE General Coatings Ultra-Thane 170 Closed Cell SPF TB 14wet 115 sq.ft/gal. General Coatings Ultra-Thane 202 Closed Cell SPF TB 14wet 115 sq.ft/gal. No-Burn® Plus ThB may be used for the Primary Uses expressed. Asa General Coatings Ultra-Thane202 High-Lift Closed cell SPF TB 14wet 115 sq.ft/gat. component in an alternative ignition barrier assembly or thermal barrier General Coatings Ultra-Thane 205 H FO Closed Cell SPF TB 14wet 115 sq.ft/gat. assembly,Plus ThB is an intumescent fire protective coating for interior General Coatings Ultra-Thane 205HFOHigh-Lift Closed CellSP i TB 14wet 115 sq.ft/gal. spaces where spray polyurethane foam is installed. Applied in a one- Huntsman(Demilec)Sealection®500 Open Cell SPF TB 16wet 100 sq.ft/gal. coat application,Plus ThB is passively protecting the spray foam surface Huntsman(Demilec)Sealection®NM Open CelISPF TB 16wet 100 sq.ft/gal. Huntsman(Demilec)Agdbalance®Open Cell SPF TB 16wet 100 sq,ft/gal. by delaying the temperature rise of the foam, and by delaying or Huntsman(Demilec)APX1.2 Open Cell SPF TB 16wet 100 sq.ft/gal. preventing the foam from igniting. Applicable for open cell and closed Huntsman(Demilec)HeatiokHFOHigh Lift Closed Cell SPF TB 16wet 100 sq.ft/gal. cell spray polyurethane foam,Plus ThB provides the fire protection and Huntsman(Demilec)Heatlok HFO Pro Closed Cell SPF TB 16wet 100 sq.ft/gal. Class III vapor retardency as code requires for residential, light Huntsman(Demilec)HeatiokXr-s Closed Cell SPF TB 16wet 100 sq.ft/gal. commercial and commercial construction. Complies with USDA Huntsman(Demilec)HeadokXi-w Closed Cell SPF TB 16wet 100 sq.%/gal. requirements for incidental food contact and ANSI/NSF 51 Food Zone Huntsman(Demilec)HeatiokECO Closed Cell SPF TB 16wet 100sq.ft/gal. Alternative Thermal Barrier(TB)Assemblies;Evaluation Reports:ER 305 Table 2&TER 1905-03 Table 1. Materials. 2 Alternative Ignition Barrier(IB)Assemblies;Evaluation Reports:ER 305 Table 3&TER 1905-03 Table 2. CO N -BURNI. Page 1 of 9 � FIRE WISE TM PLUS ThB TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1-800-989-8577 www.noburn.com Table I Continued Table I Continued Substrate Substrate TBl T61 Film Spread Material or Film Spread Material or p IBZ Thickness Rate IB2 Thickness Rate Huntsman(Icynene)Classic Open Cell SPF TB 16wet 100 sq.ft/gal. BASF Spraytites158 Closed Gel]SPF IB 6wet 267 sq.ft/gal. Huntsman(Icynene)Classic Ultra Open Cell SPF TB 16wet 100 sq.ft/gal. BASF Spraytite®SP(lased Cell SPF IB 6wet 267 sq.ft/gal. Huntsman(Icynene)Classic Ultra Select Open Cell SPF TB 16wet 100 sq.ft/gal. BASF Spraylite®Comfort Closed Cell SPF IB 6wet 267 sq.ft/gal. Huntsman(Icynene)Classic Plus Open Cell SPF TB 16wet 100 sq.ft/gal. BASF Spraytite®ComfortXL Closed Cell SPF IB 6wet 267 sq.ft/gal. Huntsman(Icynene)Prime Gold Open Cell SPF TB 16wet 100 sq.ft/gal. BASF Spraytte®LWP-L Closed Cell SPF IB 6wet 267 sq.ft/gal. Huntsman(Icynene)No Mix Open Cell SPF TB 14wet 115 sq.ft/gal. BASF Spraytite®178 Closed Cell SPF IB 12wet 134 sq.ft/gal. Huntsman(Irynene)ProSeal Closed Cell SPF TB 14wet 115 sq.ft/gal. BASF Sprayfte®81206 Closed Cell SPF IB 12wet 134 sq.ft/gal. Huntsman(Icynene)ProSeal LE Closed Cell SPF TB 14wet 115 sq.ft/gal. BASF Walltite®US Closed Cell SPF IB 12wet 134 sq.ft/gal. Huntsman(Icynene)ProSeal Eco Closed Cell SPF TB 14wet 115 sq.ft/gal. BASF Walltite®LWP Closed Cell SPF IB 6wet 267 sq.ft/gal. Huntsman(Icynene)ProSealHF0 Closed Gel ISPF TB 14wet 115 sq.ft/gal. BASF Walltite®Plus Closed Cell SPF IB 5wet 267 sq.ft/gal. Huntsman(Icynene)PfoSealHFOCW Closed Cell SPF TB 14wet 115 sq.ft/gal. Carlisle SeaMte Pro Open Cell SPF IB 6wet 267 sq,ft/gal. Huntsman(Icynene)MD-C-200 Closed Cell SPF TB 14wet 115 sq.ft/gal. Cadisle Foamsulate 50 HY Open Cell SPF IB 6wet 267 sq.ft/gal. Huntsman(Lapolla)Foam-LokFL450 Open Cell SPF TB 16wet 100 sq.ft/gal. CadisleSealTite Pro High Yield Open Cell SPF IB 5wet 267 sq.ft/gal. Huntsman(Lapolla)Foam-LokFL500 Open Cell SPF TB 14wet 115 sq.ft/gal. Carlisle Foamsulate 50 Open Cell SPF IB 6wet 267 sq.ft/gal. Huntsman(Lapolla)Foam-LokFL750 Open Cell SPF TB 16wet 100 sq.ft/gal. Carlisle SealTite Pro No Mix Open Cell SPF IB 6wet 267 sq.ft/gal. Huntsman(Lapolla)Foam-LokFL20003G Closed Cell SPF TB 14wet 115 sq.ft/gal. Creative Polymer Aorufoam®Open CelISPF IB 6wet 267 sq.ft/gal. Huntsman(Lapolla)Foam-Lok FL20004G(lased Cell SPF TB 14wet 115 sq.ft./gal. DAP Touch N'Seal Class I FRClosed Cell SPF IB 8wet 200 sq.ft/gal. Huntsman(Lapolla)Foam-LokFL2000(lased CelISPF TB 14wet 115 sq.ft/gal. Franklin Titebond Weathermaster Sup erfoam Closed Cell SP F IB 10wet 160 sq.ft/gal. ICP Handi-FoamHVLPLD Open Cell Spray Foam TB 14wet 115 sq,ft/gal. DemilecSealecdon®500 Open Cell SPF IB 6wet 267 sq.ft/gal. Johns Mamille JM Corbond Open Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Demilec)Sealection®NM Open Cell SPF IB 6wet 267 sq.ft/gal. Johns Mamille JM Corbond HY Open Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Demilec)Agribalance®Open Cell SPF IB 10wet 160 sq.ft/gal. Johns ManvilleJMCorbondOCXOpen Cell SPF TB 14wet 11.5 sq.ft/gal. Gaco Western E75prayF4500 Open Cell SPF IB 6wet 267 sq.ft/gal Johns ManvilleJMCorbond III Closed Cell SPF TB 14wet 115 sq.ft/gal. Huber 7JP Systems R-Sheathing Panel(R-3&R-6) IB 10wet 160 sq.ft/gal. Johns ManvilleJM Corbond IV Closed Cell SPF TB 14wet 115 sq.ft/gal. ICP Handi-Foam®E-84Class 1(A)Closed Cell SPF IB 10wet 160sq.ft/gal. Johns ManvilleJMGENIV Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Icynene)Classic Open Cell SPF IB 6wet 267 sq.ft/gal. Johns Manville JM Corbond MCS Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Icynene)Classic Ultra Open Cell SPF IB 6wet 267 sq.ft/gal. Natural Polymers Natural-Therm2.0 Closed Cell Spray Foam TB 14wet 115 sq.ft/gal. Huntsman(Icynene)Classic Ultra Select Open Cell SPF IB 6wet 267 sq.ft/gal. Natu ral Polymers Natural-Therm 2.0 HFO Closed Cell Spray Foam TB 14wet 115 sq.ft/gal. Huntsman(Icynene)Classic Plus Open Cel I SPF IB 6wet 267 sq.ft/gal. NCR InsulStar Ught 12-008 Open Cel I SPF TB 14wet 115 sq.ft/gal. Huntsman(Icynene)Prime Gold Open Cell SPF IB 6wet 267 sq.ft/gal. NCFIInsulStarUght12-075 Open Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Icynene)MD-C-200 Closed Cell SPF IB 16wet 100 sq.ft/gal. NCA InsulStar 11-036 Closed Cell SP F TB 14wet 115 sq.ft/gal. Huntsman(Icynene)ProSeal Eco(MD-R-200)Closed Cell SPF IB 5wet 320 sq.ft/gal. NCR InsulBloc11-037 Closed Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Lapolla)FL450 Open Cell SPF IB 6wet 267 sq.ft/gal. PSI Staycell505 Open Cell SPF TB 14wet 115 sq.ft/gal. Huntsman(Lapolla)FL750 Open Cell SPF IB 6wet 267 sq.ft/gal. PSI Staycell 508Open Cell SPF TB 14wet 115 sq.ft/gal. ICP Handi-Foam HVLP LD Open Cell Spay Foam IB 6wet 267 sq.ft/gal. PSI Staycell 504-2(lased Cell SPF TB 14wet 115 sq.ft/gal. ICP Handi-Foam®E-84 Class 1(A)Closed Cell Spray Foam IB 10wet 267 sq.ft/gal. SES EasySeal 0.5 Open Cell SPF TB 14wet 115 sq.ft/gal: SWD Quik-Shield 106 Open Cell SPF IB 6wet 267 sq,ft/gal. SES SucraSeal 05 Open Cell SPF TB 14wet 115 sq.ft/gal. ThermoSeal 00(open Cell Spray Foam IB 6wet 267 sq.ft/gal. SES Nexseal 2 0 Closed Cel I SPF TB 14wet 115 sq.ft/gal. TiigerFoams E-84 Cass 1SPF IB 10wet 160sq.fL/gal. SESNexsea120LE Closed Cell SPF TB 14 Wet 115 sq.ft/gal. I Alternative Thermal Barrier(TB)Assemblies;Evaluation Reports:ER 305 Table 2&TER 1905-03 Table 1. SWD Quik-Shield 108 Open Cell SPF TB 14wet 115 sq.ft/gal. 2 Alternative Ignition Barrier(IB)Assemblies;Evaluation Reports:ER 305 Table 3&TER 1905-03 Table 2. SWD Quik Shield 108YM Open Cell SPF TB 14wet 115 sq.ft/gal. SWD Quik-Shield 112XC Closed Cell SPF TB 14wet 115 sq.ft/gal. 5. EQUIPMENT SWD Quik-Shield118(lased Cell SPF TB 14wet 115 sq.ft/gal. Methods of application include airless sprayer, roller or brush. SWD Quik-Shield133(lased Cell SPF TB 14wet 115 sq.ft/gal. Manufacturers and models of airless spray Equipment vary and examples SWD Quik-Shield 144(lased Cell SPF TB 14wet 115 sq.ft/gal. of applicable Equipment follow. Airless spray Equipment ThennoSealOCXOpen Cell SPF TB 16wet 100 sq.ft/gal. recommendations have been linked for reference to manufacturer ThermoSeal CCXCIosed Cell SPF TB 16wet 100 sq.ft/gal. ThermoSeal20DO/2000W Closed Cell SPF TB 16wet 100 sq.fL/gal. specifications. UPC500 Open Cell SPF TB 14wet 115 sq.ft/gal. UPC500MaxOpenCe1ISPF TB 14wet 115 sq.ft/gal. Table 2 Equipment UPC 500 Max Pro Open Cell SPF TB 14wet 115 sq.ft/gal. UPC 5000CXOpen Cell SPF TB 14wet 115 sq.ft/gal. Manufacturer Model UPC 1.70osed Cell SPF TB 14wet 115 sq.ft/gal. ® Ultra Max II 795 Ultra Max II 1595 UPC 2.0 Closed Cell SPF TB 14wet 115 sq.ft/gal. Graco Ultra Max II 1095 TexSoray Mark V UPC 2.0 HL Closed Cell SPF TB 14wet 115 sq.ft/gal. ImoactTA4840 PcwrTwinT1 6900 Plus UPC 2.0 MAX Closed Cell SPF TB 14wet 115 sq.fL/gal. Titan® ImpactTA41140 PowrTwinTM 8900 plus UPC20HF-0dosedCeIISPF TB 14wet 115 sq.ft/gal. Recommended tip orifice sizes of.019-.025 and UPC2.OHFO High LhtClosedCeIISPF TB 14wet 115 sq.ft/gal. air less sprayerhosesinsidedIameterof'/<"or larger. Victory Polymers VPC-CCSuperl-ift Closed Cell SPF TB 16wet 100 sq.ft/gal. Spray Equipment must be capable of producing a minimum of 3,300 psi, Victory Polymers VPC-CC Superyleld Closed Cell SPF TB 16wet 100 sq.ft/gal. XtremeSeal 0.5 LX Open Cell SPF TB 14wet 115 sq.ft/gal. and recommended tip sizes are 419-425 or 519-525. Removal of filter xtremeSeal2OLE Closed Cell SPF TB 14wet 115 sq.ft/gal. from the spray gun to allow for the passage of solid content is BASF Enertite®G Open Cell SPF IB 6wet 267 sq.ft/gal. recommended. Do not remove the rock guard(screen)from the bottom BASF Enerdte®Max Open Cell SPF IB 6wet 267 sq.ft/gal. of the intake tube. Airless sprayer hoses are recommended to have an 'Alternative Thermal Barrier(TB)Assemblies;Evaluation Reports:ER305 Table 2&TER 1905-03 Table 1. inside diameter Of "Orlarger. Variations in spray pattern width and tip z Alternative Ignition Barrier(IB)Assemblies;Evaluation Reports:ER 305 Table 3&TER 1905-03 Table 2. NIO-BURNx.. Page 2of9 TM FIRE WISE PLUSThB TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1-800-989-8577 www.noburn.com size may be required depending on the surface area and the Substrate(s) noted as the overall satisfactory condition of the Substrate(s)once No- to which Plus Th8 is being applied. Cleanup of Equipment may be with Burn®Plus ThB and an overcoat have been applied. water, or other methods recommended by the Equipment manufacturer. 8. APPLICATION When applying No-Burn® Plus ThB, the coating shall be applied to 6. PERSONAL PROTECTION & EXPOSURE CONTROLS Substrate(s), as applicable, in accordance with Evaluation Report (ER) Wearing a certified respirator and goggles to avoid overspray and 305, Evaluation Report(TER) 1905-03 and/or manufacturer's technical splashing are recommended. Eye and face protection should be in data sheet/instructions. Copies of relevant technical data and/or accordance with OSHA 29 CFR 1910.133. Rubber or plastic gloves are documents shall be available at the jobsite. recommended for hand and arm protection. Personal cleanup may be with soap and water. If sprayed, wear an air-purifying respirator Before and during coating application,the Substrates'surfaces shall be approved by NIOSH in accordance with OSHA 29 CFR 1910.134(d)(1)(ii). dry,clean and free from loose debris,dust,dirt,grease,oil,and all prior If used in a confined area, a full-face, powered air-purifying respirator coating materials,such as paint,stains and sealers. The foam should be (PAPR)or supplied-air respirator(SAR)is recommended. Use respirators allowed to cool to ambient room temperature prior to the application of in accordance with 29 CFR 1910.134(d)(3)(i)(A) Table 1, 29 CFR No-Burn® Plus ThB, minimum 1 hour. The Substrate(s)shall not have, 1910.134(d)(3)(iii)(B)and 29 CFR 1910.134(d)(3)(iv)(B). nor have been exposed to,treatments,chemicals,coatings,etc.prior to the application of Plus ThB. Visual observation of the intumescent Use appropriate engineering controls,such as proper ventilation. Where coating is naturally and distinctively white in color. For verification of such systems are not effective, wear suitable personal protective the wet applied thickness,a standard painter's thickness gauge shall be equipment, which performs satisfactorily and meets OSHA or other used during the application. The finished dry mil thickness will be 0.55- recognized standards. 0.70 times the wet mil thickness. 7. MIXING, TINTING, OVERCOATS & UNDERCOATS Substrate(s)shall be in the final position in the building,directly exposed Plus ThB must be thoroughly mixed before use in accordance with the to the interior, protected from the weather, in conditioned and manufacturer's recommendations. Mix with a 5 gallon power mixing unconditioned locations. Furthermore,Plus ThB shall be applied to areas wand at or between 800-1200 RPM until thoroughly mixed. Shaking No- within the weatherproofing membrane or surfaces not exposed to Burn®Plus ThB with a paint shaker is NOT sufficient. Filtering or straining weather. Plus ThB is not recommended. If No-Burn®Plus ThB is mixed more than 24 hours prior to use, mix it again according to manufacturer's Surface and ambient temperatures before and during application shall instructions. be 40°F(4.4°C)minimum. Surface temperatures shall not exceed 100°F (37.7°C)during application.The coating shall be applied at an application Thinning is usually not needed;if Plus ThB has been exposed to high heat, rate set forth by spraying, roller or brush. Dry time is typically 60-90 water may evaporate from the plastic 5 gallon container. If the paint minutes and cure time is 24 hours minimum,depending on the ambient level is below 3-4 inches from the top of the container,add enough water temperature and relative humidity conditions. If more than one coat is to bring the level back up to within 3 inches from the top in order to required,allow No-Burn®Plus ThB to dry completely between coats. ensure proper consistency. Mix Plus ThB again according to manufacturer's instructions. It's always best to follow SPF Manufacturer guidelines first and foremost when it comes to installing Plus ThB, following the spray installation After mixing, if the viscosity is still too high,you may add 8 ounces of instructions closely. For high heat,humidity or extreme cold, Plus ThB water per 5 gallon pail and mix to reduce the viscosity. Mix Plus ThB guidelines are as follows. again according to manufacturer's instructions. Use Caution not to add A. Ideal installation temperatures are 65 degrees Fahrenheit and less too much water or the product may run and drip during application. than 60%relative humidity. B. Continuous high humidity conditions may require a top coat like Plus ThB should never be allowed to freeze 32°F(0°C),stored between Behr Premium Plus outdoor paint; those decisions are best 407 and 907(4.4°C and 32.2°C),and kept out of direct sunlight;if you determined by the installer;i.e.:70%humidity and higher. cannot verify that these conditions have been maintained,the product C. Consistent temperatures must be maintained for at least 3 days may be disposed of in accordance with the manufacturer's(M)SDS. for the Plus ThB to cure properly in temperatures of 60 to 70 degrees Fahrenheit and 60 to 65%relative humidity,with readings If tinting is desired,Plus ThB may be tinted at a maximum rate of 2 oz.of taken daily; any conditions outside of these guidelines must be tint pergallon. It is recommended that No-Burn®Green Dye or No-Burn® approved by No-Burn®,Inc.tech service. Black Tint,manufactured by No-Burn, Inc.,be used for tinting. Contact D. Always check with the SPF Manufacturer and/or No-Burn®, Inc. the manufacturer for additional tinting information. when questions arise regarding ambient conditions on a specific project. When a specified color or black color is desired, an overcoat may be used, such as black Sherwin Williams A-100 or Behr Premium Plus. Non-hazardous paint container free of paint or debris. Pails may be Overcoats shall be water-based with a pH of 7-8. Prior to the use of any recycled in accordance with your local recycling and waste management overcoat, it is recommended that an inconspicuous area be tested for requirements. If construction includes deconstruction and reclamation compatibility before widespread application. Compatibility may be of plastic construction products, it may be necessary to sort plastics according to designations. NCO-BURN ,.. Page 3 of 9 A FIRE WISET"" PLUSThB TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1-800-989-8577 www.noburn.com Table A Codle Compliance INTERNATIONAL BUILDING CODE®(IBC®) 20211 Chapter 8 Interior Finish Chapter 8 Interior Finish 803.1.1 Interior Wall and Ceiling Finish Materials NFPA 286 803.1.1 Interior Wall and Ceiling Finish Materials NFPA 286 803.1.2 Interior Wall and Ceiling Finish Materials ASTM E84 or UL 723 803.1.2 Interior Wall and Ceiling Finish Materials ASTM E84 or UL 723 803.4 Foam Plastics 803.4 Foam Plastics Chapter 26 Plastic Chapter 26 Plastic 2603.4/2603.9 Thermal Barrier Special Approval 2603.4/2603.9 Thermal Barrier Special Approval 2603.4.1.6 Attics and Crawl Spaces 2603.4.1.6 Attics and Crawl Spaces 1 1 Chapter 8 Interior Finish Chapter 8 Interior Finish 803.1.1 Interior Wall and Ceiling Finish Material 803.1.1 Interior Wall and Ceiling Finish Material 803.1.2 Corner Test for Interior Wall or Ceiling Finish 803.1.2 Corner Test for Interior Wall or Ceiling Finish 803.4 Foam Plastics 803.4 Foam Plastics Chapter 26 Plastic Chapter 26 Plastic 2603.4/2603.9 Thermal Barrier Special Approval 2603.4/2603.10 Thermal Barrier Special Approval 2603.4.1.6 Attics and Crawl Spaces 2603.4.1.6 Attics and Crawl Spaces INTERNATIONAL MECHANICAL CODE®(IMC®) 1 0 Chapter 6 Duct Systems Chapter 6 Duct Systems 602.2 Plenums Construction FSI/SDI 602.2 Plenums Construction FSI/SDI 1 1 Chapter 6 Duct Systems Chapter 6 Duct Systems 602.2 Plenums Construction FSI/SDI 602.2 Plenums Construction FSI/SDI INTERNATIONAL RESIDENTIAL CODE®(IRC®) 1 1 Chapter Building and Planning Chapter 3 Building and Planning R302.9 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes R302.9 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes R316.4/R316.6Thermal Barrier Specific Approval R316.4/R316.6Thermal Barrier Specific Approval R316.5.3(AC377 Appx X)Foam Plastic in Attics R316.5.3(AC377 Appx X)Foam Plastic in Attics R316.5.4(AC377 Appx X)Foam Plastic in Crawl Spaces R316.5.4(AC377 Appx X)Foam Plastic in Crawl Spaces 2015 2012 Chapter 3 Building and Planning Chapter 3 Building and Planning R302.9 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes R302.9 Flame Spread and Smoke Developed Index for Wall and Ceiling Finishes R316.4/R316.6 Thermal Barrier Specific Approval R316.4/R316.6 Thermal Barrier Specific Approval R316.5.3(AC377 Appx X)Foam Plastic in Attics R316.5.3(AC377 Appx X)Foam Plastic in Attics R316.5.4(AC377 Appx X)Foam Plastic in Crawl Spaces R316.5.4(AC377 Appx X)Foam Plastic in Crawl Spaces NATIONAL FIRE PROTECTION ASSOCIATION®(NFPA®)101 2018 20151 Chapter 10 Interior Finish Chapter 10 Interior Finish Chapter 10 Interior Finish 10.2.3 Interior Wall/Ceiling Finish Testing&Classification 10.2.3 Interior Wall/Ceiling Finish Testing&Classification 10.2.3 Interior Wall/Ceiling Finish Testing&Classification 10.2.3.4 Required to be Tested ASTM E84 or UL 723 10.2.3.4 Required to be Tested ASTM E84 or UL 723 10.2.3.4 Required to be Tested ASTM E84 or UL 723 10.2.4.3 Cellular or Foamed Plastic(SIPS) 10.2.4.3 Cellular or Foamed Plastic(SIPs) 10.2.4.3 Cellular or Foamed Plastic(SIPS) 10.2.4.3.3 Cellular or Foamed Plastic Testing(SIPs) 10.2.4.3.1 Cellular or Foamed Plastic Testing(SIPs) 10.2.4.3.1 Cellular or Foamed Plastic Testing(SIPs) 10.2.4.3.4 Cellular or Foamed Plastic Trim(SIPs) 10.2.4.3.2 Cellular or Foamed Plastic Trim(SIPs) 10.2.4.3.2 Cellular or Foamed Plastic Trim(SIPs) 10.2.6.1 Fire Retardant Coatings FSI/SD 10.2.6.1 Fire Retardant Coatings FSI/SD 10.2.6.1 Fire Retardant Coatings FSI/SD Chapter 33 Existing Residential Board/Care Occupancies Chapter 33 Existing Residential Board/Care Occupancies Chapter 33 Existing Residential Board/Care Occupancies 33.2.3.5.7.2(4)/1.4 Attics 33.2.3.5.7.2(4)/1.4 Attics 33.2.3.5.7.2(4)/1.4 Attics Table 4 Green Standards ANSI/ASHRAE/ICC/USGBC STANDARD 189.1 2017 2014 S.Indoor Environmental Quality(IEQ) 8.Indoor Environmental Quality(IEQ) 8.4,2.2 Paints and Coatings 8.4.2.2 Paints and Coatings 8.4.2.2.1 Emissions Requirements 8.4.2.2.1 Emissions Requirements 8.4.2.2.2 VOC Content Requirements:a and b 8.4.2.2.2 VOC Content Requirements 8.5.2 Materials 8.5.2 Materials 9.The Buildings Impact on the Atmosphere,Materials,and Resources 9.The Building's Impact on the Atmosphere,Materials,and Resources 9.3.1.1 Diversion 9.3.1.1 Diversion 9.3.1.2 Total Waste 9.3.1.2 Total Waste 9.3.1.3 Construction Waste Management Plan 9.3.1.3 Construction Waste Management Plan 9.4.1.2 Regional Materials 9.4.1.2 Regional Materials NCO-BURN... Page 4of9RMA , FIRE WISETM PLUSThB TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1-800-989-8577 www.noburn.com Table 4 Continued CALIFORNIA AIR RESOURCES BOARD(ARB) ir• 8.Compliance and Test Methods 8.1 Calculation of VOC Content 8.2 VOC Content of Coatings 8.5.9 VOC Content of Coatings Table 1,VOC Content Limits for Architectural Coatings:Flat Coatings CALIFORNIA DEPARTMENT OF PUBLIC HEALTH(CDPH) STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOC EMISSIONS FROM STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOC EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS V3.2 California Specification 01350 INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS V1.1 California Specification 01350 COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS(CHPS) Core Criteria New Construction and Renovation Core Criteria New Construction and Renovation Indoor Environmental Quality Indoor Environmental Quality Prerequisite:EQ7.0 Low Emitting Materials/Paints&Coatings Prerequisite:EQ7.0 Low Emitting Materials/Paints&Coatings EQ7.1 Additional Low Emitting Materials/EQ7.1.5 Paints&Coatings EQ7.1 Additional Low Emitting Materials/EQ7.1.5 Paints&Coatings Materials&Waste Management Materials&Waste Management Prerequisite MW 1.0 Storage&Collection Recyclables Prerequisite MW 1.0 Storage&Collection Recyclables GENERAL SERVICES ADMINISTRATION(GSA)PUBLIC BUILDING SERVICE(PBS)-P100 r 2016 Chapter 3 Architecture and Interior Design Chapter 3 Architecture and Interior Design 3.5.2.19 Interior Coatings(Paint) 3.5.2.19 Interior Coatings(Paint) Chapter 4 Prescriptive Structural Engineering Chapter 4 Structural Engineering 4.3.1 Innovative Materials and Methods 4.3.1 Innovative Materials and Methods Chapter 7 Fire Protection Chapter 7 Fire Protection and Life Safety 7.1.3.3 Alternative Designs 7.3.1.3 Alternative Designs 7.15 Performance-Based Design 7.15 Performance-Based Design ICC/ASHRAE 700 NATIONAL GREEN BUILDING STANDARDT-(NGBS) i Chapter 6 Resource Efficiency Chapter 6 Resource Efficiency 605.3 Recycled Construction Materials 605.3 Recycled Construction Materials 609.1 Regional Materials 609.1 Regional Materials Chapter 9 Indoor Environmental Quality Chapter 9 Indoor Environmental Quality 901.8 Wall Coverings 901.8 Wall Coverings 901.9 Interior Architectural Coatings 901.9 Interior Architectural Coatings 901.9.1 VOC Content Limits Architectural Coatings Flat Coatings or 901.9.3 901.9.1 VOC Content Limits Architectural Coatings Flat Coatings or 901.9.3 904.1 Indoor Air Quality(IAQ)During Construction 904.2 Indoor Air Quality(IAQ)Post Construction Chapter 11 Remodeling Chapter 11 Remodeling 11.605.3 On-site Recycling 11.6053 On-site Recycling 11.605.4 Recycled Construction Materials 11.605.4 Recycled Construction Materials 11.609.1 Regional Materials 11.609.1 Regional Materials 11.901.8 Wall Coverings 11.901.8 Wall Coverings 11.901.9 Interior Architectural Coatings 11.901.9 Interior Architectural Coatings 11.901.9.1 VOC Content Limits Architectural Coatings Flat Coatings or 11.901.9.3 11.901.9.1 VOC Content Limits Architectural Coatings Flat Coatings or 11.901.9.3 11.901.9.4 Mandatory Requirement 11.901.9.4 Mandatory Requirement 11.904.1 Indoor Air Quality(IAQ)During Construction 11.904.2 Indoor Air Quality(IAQ)Post Construction Chapter 12 Remodeling of Functional Areas Chapter 12 Remodeling of Functional Areas 12.1(A).609.1 Regional Materials 12.1(A).609.1 Regional Materials 12.1.901.8 Interior Wall Coverings 12.1.901.8 Interior Wall Coverings 12.1.901.9 Architectural Coatings 12.1.901.9 Architectural Coatings 12.1.901.9.1 VOC Content Limits Architectural Coatings Flat Coatings or 12.1.901.9.2 12.1.901.9.1 VOC Content Limits Architectural Coatings Flat Coatings or 12.1.901.9.2 INTERNATIONAL GREEN CONSTRUCTION CODE®(IgCC°) 8.Indoor Environmental Quality(IEQ) Chapter 5 Material Resource Conservation and Efficiency 8.4.2.2 Paints and Coatings 503.1 Construction Material and Waste Management Plan 8.4.2.2.1 Emissions Requirements 8.4.2.2.2 VOC Content Requirements:a and b 8.5.2 Materials 9.The Buildings Impact on the Atmosphere,Materials,and Resources Chapter 8 Indoor Environmental Quality and Comfort 9.3.1.1 Diversion 806.3 Architectural Paints and Coatings/Table 806.3(1)or 806.3(2) 9.3.1.2 Total Waste 9.3.1.3 Construction Waste Management Plan 9.4.1.2 Regional Materials NO-BURN.e. Pagesof9 • FIRE WISET"I PLUS ThB TECHNICAL DATA SHEET(TDS) CSI 09 96 46 1-800-989-8577 www.noburn.com Table 4 Continued U.S.GREEN BUILDING COUNCIL®LEED' 00' BUILDING DESIGN(BD)AND CONSTRUCTION(C) NEW CONSTRUCTION AND MAJOR RENNOVATIONS Materials and Resources(MR) Materials and Resources(MR) MR Prerequisite:Storage and Collection of Recyclables MR Credit 1.1 Building Reuse-Maintain Existing Walls,Floors&Roofs MR Credit:Building Life-Cycle Impact Reduction:Option 1 or Option 2 MR Credit 1.2 Building Reuse-Maintain Interior Nonstructural Elements MR Credit:Building Product Disclosure and Optimization-Material Ingredients: MR Credit 2 Construction Waste Management Option 2 International Alternative Compliance Path-Reach Optimization MR Credit 5 Regional Materials MR Credit:Construction and Demolition Waste Management Indoor Environmental Quality(EQ) Indoor Environmental Quality(IEQ) EQ Credit:Low-Emitting Materials:Option 1 IEQ Credit 4.2 Low Emitting Materials-Paints&Coatings Innovation in Design(ID) Innovation in Design(ID) Credit 1 Innovation in Design Credit 1 Innovation in Design HOMES DESIGN(HD)and CONSTRUCTION(C) Materials and Resources(MR) MR Credit:Construction Waste Management Indoor Environmental Quality(EQ) EQ Credit:Low-Emitting Products INTERIOR DESIGN(ID)and CONSTRUCTION(C) Materials and Resources(MR) MR Prerequisite:Storage and Collection of Recyclables MR Credit:Building Product Disclosure and Optimization-Material Ingredients: Option 2 International Alternative Compliance Path-Reach Optimization MR Credit:Construction and Demolition of Waste Management Indoor Environmental Quality(EQ) EQ Credit:Low-Emitting Materials:Option 1 Innovation in Design(ID) Credit 1 Innovation in Design SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT(SCAQMD)RULE 1113 Table of Standards 1,VOC Limits Table of Standards 1,VOC Limits Flats Flats (e)Test Methods (e)Test Methods (e)(1)(A)U.S.EPA Reference Test Method 24 (e)(1)(A)U.S.EPA Reference Test Method 24 TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn',Inc. No-Burn,Inc. LIMITED WARRANTY No-Burn',Inc.warrants that the No-Burn'formula will be manufactured to the same specifications and SALES INFORMATION AND ORDER PLACEMENT quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty 1-800-989-8577 coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and TECHNICAL INFORMATION consequential damages. The applicator warrants that the product,in its original form from the manufacturer,will be stored, 1-800-989-8577 mixed and/or applied as directed in the guidelines published by No-Burn',Inc.,to every reasonably accessible area that has www.noburn.com been specified for protection. All implied warranties,from No-Burn',Inc.or the applicator are excluded, There may be situations and materials for which No-Burn'will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy&Procedures available at httn://noburn.com/polices-procedures ©2023 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 31-May-2023.The information in this document may change without notice. NO—BURN�c Page 6 of 9 but FIRE WISETM PLUS ThB FICHA DE DATOS TECNICOS (TDS) CSI 09 96 46 1-800.989-8577 wwrw.noburn.com FABRICANTE seg6n to exige el c6digo para la construcci6n residencial, comercial y No-Burn,Inc. comercial. Cumple con los requisitos del USDA para contacto incidental 1392 High Street,Suite 211, con alimentos y materiales ANSI/NSF 51 para la zona de alimentos. Wadsworth,Ohio 44281 www.noburn.com 4.NORMAS APLICABLES No-Burn®Plus ThB puede ser especificado en el cumplimiento de los siguientes: DESCRIPCION AC377 ECO17 No-Burn® Plus ThB es un recubrimiento intumescente de pelicula AC456 GSA PBS-13100 delgada a base de agua que,cuando se expone a altas temperaturas y a Normas ANSI/ASHRAE/ICC/USGBC 189.1 ICC/ASHRAE 700 NGBS llamas, se hincha y se carboniza para crear una barrera aislante que Normas ANSI/NSF 51 IgCC protege los Sustratos tratados del fuego. Este material esta certificado ASTM E84 LEED v3 2009&v4 para aplicarse en una gran variedad de Sustratos y la conformidad con la ASTM E96 NFPA 285 reacci6n al fuego se logra con el adecuado espesor de pel(cula h6meda. CARB NFPA 286 1.PRINCIPALES USOS CDPH(CA Spec 01350) SCAQMD Regla 1113 Plus ThB se puede usar en edificios nuevos y existentes,de conformidad CHPS UL 1715 con las normas IBC®, ]MCI, IRC®, IEBC® y otros c6digos o normas Tabla i aplicables,y se utiliza en aplicaciones donde se ofrece: sustrato • Clasificaci6n de acabado interior clase I o clase A:FS 0/SD 10 TB1or Grosorde Indicede • Barrera termica alternativa o no prescriptive Material . IBZ Pelicula propagad6n • Barrera de ignici6n alternativa o no prescriptiva AMD Diamondback C61ula Cerrada SPF TB 16humedo 100 sq.ft/gal. • Resistencia al vapor de Clase III BASFEnertite®GCeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. • Montaje de pared exterior nominal BASFEnerlite®MaxCeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. BASF Spraytite®SPCdulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Informes de evaluaci6n de cumplimiento de c6digos:ER 305&TER 1905-03. BASFSpraytite®158CcqulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Verification de instalaci6n:SPFA-148. BASFSpraydte®178CklulaCerradaSPF TB 17h6medo 94sq.ft/gal. Listado de disenos de Intertek:BASF/FI 30-90. BASFSpraytite®81206CklulaCerradaSPF TB 17h6medo 94 sq.ft/gal. 2.ESPECIFICACIONES BASFWalltite®USCdlulaCerradaSPF TB 17h6medo 94 sq.ft/gal. BASFSpraytite®Comfort Cdlula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Color: Blanco/Gris/Tintado BASF SpraytiW ComfortXLCelulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Rueda de color intumescente y tintado BASFSpraytite®LWP_LC6ulaCerradaSPF TB 14humedo 135 sq.ft/gal. Blanco Gris BASFWalltite®LWPCelulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Acabado: Plano BASF Walltite®Plus CelulaCerradaSPF TB 14h6medo 115 sq.fL/gal. CadisleSeaWrrte Pro CeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Contenido de quimicos 18 g/I metodo EPA 24 CarlisleFoamsulate50HYCeldaAhiertaSPF TB 14h6medo 115 sq.ft./gal. organicos volatiles: CadisleSealTrte Pro High Yield CeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Tiempo de secado: De 60 a 90 minutos Carlisle Foamsulate50CeldaAbierlaSPF TB 14humedo 115 sq.ft/gal. Cubetas: 5 galones(191),58.5lbs Carlisle5earrite Pro NoMNCeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Tambores: tambor de 55 galones(208 1),neto 45 Carlisle Searrite Pro CelulaCerradaSPF TB 14h6medo 115 sq.ft/gal. galones(170 1)586.5 Ibs Carlisle FoamsulateCelulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Vida iltil: 12 meses Carlisle Searfite Pro HFOUlulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Tiempo de curado: 24 horas CadisleFoamsulateHFO2.0C€lulaCerradaSPF TB 14h6medo 115 sq.fL/gal. Punto de ebullici6n: 212°F(97.7°C) Carlisle SearTfte Pro One Zero CelulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Punto de congelamiento: 32 T(0°C) Carlisle FoamsulateHFOC61ulaCerradaSPF TB 14h6medo 115 sq.ft/gal. volatilporvolumen: 36% Energy One America EOA2000CtslulaCerradaSPF TB 14humedo 115 sq.ft/gal. Energy One America EOA5000eldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Gravedad espec(fica: 1.25 Everest Evercell20(245fa)C61ulaCerradaSPF TB 14h6medo 115 sq.fL/gal. Consultar la ficha de datos de seguridad (M)SDS y Practicas Everest Opticell2.0(HFO)C61ulaCerradaSPF TB 14h6medo 115 sq.ft/gal. recomendadas para el maneio seguro y el almacenamiento del producto Gaco Western EZSprayF4500CeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. para obtener informaci6n adicional. Gaco Western 183MCelulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Gaco Western OnePass F1950 Cdlula Cerrada SPF TB 14h6medo 115 sq.ft/gal. 3.RENDIMIENTO DEL PRODUCTO Gam Western OnePass Low GWP F1890 SPF TB 14h6medo 115 sq.ft/gal. No-Burn® Plus ThB puede usarse para los usos principales expresados. General coatings Ultra-Thane 050CeldaAbiertasPF TB 14h6medo 115 sq.ft/gal. Como componente de un conjunto de barrera de ignici6n alternativa o General Coatings Ultra-Thane050 Max Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. conjunto de barrera termica,Plus ThB es un revestimiento intumescente General Coatings Ultra-Thane050 Max Pro Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. contra incendios para espacios interiores donde se instala espuma de General Coadngs Ultra-Thane 050XCeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. poliuretano en aerosol. Aplicado en una aplicaci6n de una sofa capa, General CoadngsUltra-Thane170CdlulaCerradaSPF TB 14h6medo 115 sq.ft/gal. Plus ThB protege de forma pasiva la superficie de espuma en aerosol al General Coatings Ultra-Thane 202 CAula Cerrada SPF TB 14h6medo 115 sq.ft/gal. General Coatings Ultra-Thane 202High-UftC6lulaCerradaSPF TB 14h6medo 115 sq.ft/gal. retrasar el aumento de temperatura de la espuma y al retrasar o evitar General Coatings UltraThane205HFOC61ulaCerradaSPF TB 14h6medo 115 sq.ft/gal. que la espuma se encienda. Aplicable para espuma de poliuretano en GeneralCoatingsUldaThane205HFOHth-UftWulaCerrada TB 14h6medo 115 sq.ft/gal. spray de celulas cerradas y celulas cerradas, Plus ThB proporciona 'Conjuntosalternativosde barrera Ormica(TB):ER 305 Tabla 2&TER 1905-03 TablaI protecci6n contra incendios y retardancia a la vaporizaci6n de Clase III 2 Conjuntos alternativosde barrera de ignicidn(IB):ER305 Tabla 3&TER 1905-03Tabla2 NIGLBURN... Pagina 7 de 10 � TM FIRE WISE PLUS ThB FICHA DE DATOS TECNICOS (TDS) CSI 09 96 46 1-800-989-8577 www.noburn.com TablalConfinua sustrorto Material TB12 Grosorde (ndicede Material EMEHITMI Grosorde (ndicede or16 Pelfcula propagad6n IB Pelicula propagad6n Huntsman(Demilec)Sealection®5000eldaAbiertaSPF TB 16h6medo 100 sq.h/gal. UPC 2.0 MAX Cdlula Cerrada SPF TB 14h6medo 115 sq,ft/gal. Huntsman(Demilec)Sealection®NMCeIdaAbiertaSPF TB 16h6medo 100 sq.ft/gal. UPC ZOHFOC6Iula Cerrada SPF TB 14humedo 115 sq.ft/gal. Huntsman(Demilec)Agribalance®CeldaAbiertaSPF TB 16h6medo 100sq.ft/gal, UPC 2.0HFO High Lift Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. H untsman(Derrilec)APX 1.2 Celda Abierta SPF TB 16h6medo 100sq.ft/gal. Victory PolymersVPC-CCSuperliftC€IulaCerradaSPF TB 16h6medo 100 sq.fL/gal. Huntsman(Demilec)HeAck H FO High Lift C61 ula Cerrada SP F TB 16h6medo 100 sq.ft/gal. Victory Polymers VPC-CCSuperYeldChlula Cerrada SPF TB 16h6medo 100sq.fL/gal. Huntsman(Demilec)HeatiokHFO Pro Celula Cerrada SPF TB 16h6medo 100sq.ft/gal. Xtremese'al05LXCcVulaAbiertaSPF TB 14h6medo 115sq.fL/gal. Huntsman(Demilec)HeatlokXT-sCOlula Cerrada SPF TB 16h6medo 100sq.ft/gal. XtremeSeal2.0tECdlula Cerrada SPF TB 14h6medo 135 sq.ft./gal. Huntsman(Demilec)HeatlokXT-wUlula Cerrada SPF TB 16h6medo 100 sq.ft/gal. BASF Enertite®GCklulaAbiertaSPF IB 6h6medo 267 sq.ft/gal. Huntsman(Demilec)HeatlokECOCdlula Cerrada SPF TB 16h6medo 100 sq.ft/gal. BASF Enerite®Max UlulaAbiertaSPF IB 6h6medo 267 sq.ft/gal. Huntsman(Icynene)Classic CeldaAbiertaSPF TB 16h6medo 100 sq.ft/gal. BASF SpraytiteO 158 Cdlula Cenada SPF IB 6h6medo 267 sq.ft/gal. Huntsman(Icynene)Classic Ultra C61ulaAbiertaSPF TB 16h6medo 100 sq.ft/gal. BASF Sprayfite®SPCelula Cerrada SPF IB 6hOmedo 267 sq.ft/gal. Huntsman(Icynene)Classic Ultra Select CdlulaAbiertaSPF TB 16h6medo 100 sq.ft/gal. BASF Spraylite®Comfort Ctlula Cerrada SPF IB 6h6medo 267 sq.ft/gal. Huntsman(Icynene)OassicPlusCeldaAbiertaSPF TB 16h6medo 100 sq.ft/gal. BASF Spraybte®Comfort XLC6lula Cerrada SPF IB 6h6medo 267 sq.ft/gal. Huntsman(Icynene)Prime Gold CeldaAblertaSPF TB 16h6medo 100 sq.ft/gal. BASF Spraytite®LWP-LCelula Cerrada SPF IB 6h6medo 267 sq.ft/gal. Huntsman(Icynene)NoMixCeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. BASF Spraytite®178Celula Cerrada SPF IB 12h6medo 134 sq.ft/gal. Huntsman(Icynene)ProSeal Celula Cerrada SPF TB 14h6medo 115 sq.%/gal. BASFSprayfit&81206_C61ula Cerrada SPF IB 12 humedo 134 sq.ft/gal. Huntsman(Icynene)ProSeal LEC61ula Cerrada SPF TB 14h6medo 115 sq.ft/gal. BASF Wallfite®USCrslula Cerrada SPF IB 12h6medo LM sq.ft/gal. Huntsman(Icynene)ProSeal EooCelula Cerrada SPF TB 14htimedo 115 sq.ft/gal. BASF Walltite®LWPCdlula Cerrada SPF IB 6h6medo 267 sq.ft/gal. Huntsman(Icynene)ProSeal HFO C61ula Cerrada SPF TB 14h6medo 115 sq.ft/gal. BASF Walltite®Plus Celula Cerrada SPF IB 6h6medo 267 sq.ft/gal. Huntsman(Icynene)ProSeal HFOCWCdlulaCerradaSPF TB 14hilmedo 115 sq.ft/gal. Carlisle SealTite Pro CeldaAbiertaSPF IB 6h6medo 267 sq.ft/gal. Huntsman(Icynene)MD-C-200C61ulaCerrada SPF TB 14h6medo 115 sq.ft/gal. Carlisle Foamsulate50HYCeldaAbiertaSPF IB 6h6medo 267 sq.ft/gal. Huntsman(Lapolla)Foam-Lok FL 450 Celda Abierta SPF TB 16h6medo 100 sq.ft/gal. CadisleSeamte Pro High Yield CeidaAbiertaSPF IB 6h6medo 267 sq.ft/gal. Huntsman(Lapolla)Foam-Lok FL 500 Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Carlisle Foamsulate50CeldaAbiertaSPF IB 6h6medo 267 sq.ft/gal. Huntsman(Lapolla)Foam-LokFL750CeldaAbiertaSPF TB 16h6medo 100 sq.ft/gal. Carlisle SeaMte Pro No Mix CeldaAbiertaSPF IB 6h6medo 267 sq.ft/gal. Huntsman(Lapolla)Foam-LokFL20003GCelula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Creative Poh/merAocufoam°CeldaAbiertaSPF IB 6h6medo 267 sq.fL/gal. Huntsman(tapolla)Foam-LokFL2000AGChlula Cerrada SPF TB 14h6medo 115 sq.ft/gal. DAP Touch N'Seal(lass I FR Closed Cell Spray Foam IB 8h6medo 200 sq.ft/gal. H untsman(Lapolla)Foam-Lok FL 2000 C61ula Cerrada SPF TB 14humedo 115 sq.ft/gal. FranklinTitebondWeathermasterSuperf6amC61ula Cerrada SPF IB 10h6medo 160 sq.ft/gal. JohnsManvilleJMCorbondCeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Gaoo Western EZSprayF4500 Open Cell Spray Foam IB 6h6medo 267sq.ft/gal. Johns ManvilleJMCorbond00(CeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. PanelesR-Sheathing de Huber 7JPSystem®(R-3yR-6) IB 10hOmedo 160 sq.ft/gal. Johns ManvilleJMCorbondHYCeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Huntsman(Demilec)Sealection®500 deC6lulaAbiertaSPF IB 6h6medo 267 sq.ft/gal. Johns ManvilleJMCorbond III Celula Cerrada SPF TB 14hOmedo 115 sq.ft/gal. Huntsman(Demilec)Agribalance®deC6lulaAbierta IB 10h6medo 160 sq.%/gal. Johns ManvilleJMCorbondIVCdlulaCerrada TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)Classic UlulaAbiertaSPF IB 6hlimedo 267sq.ft/gal. Johns ManvilleJMGENIVCdulaCerrada TB 14h6medo 115 sq,ft/gal. Huntsman(Icynene)Classic Ultra COula Abierta SPF IB 6h6medo 267 sq.ft/gal. Johns Manville JM Corbond MCS C61ula Cerrada TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)Classic Ultra Select C6lulaAbiertaSPF IB 6h6medo 267 sq.%/gal. Natural Polymers Natural-Therm 2.0CeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)Classic Plus CelulaAbiertaSPF IB 6h6medo 267 sq.ft/gal. Natural Polymers Natural-Therm 2.0 H FO Celda Abierta SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icgnene)Prime Gold CelulaAbiertaSPF IB 6h6medo 267sq.ft/gal. NOR InsulStar Light 124=CeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Huntsman(Icynene)MD-C-200 Cdlula Cerrada SP F IB 16h6medo 100 sq.ft/gal. NCFI InsulStar Light 12-075 CeldaAbierta SPF TB 14 humedo 115 sq.ft/gal. Huntsman(Icynene)ProSeal Eco(MD-R-200)Celula Cerrada SPF IB 5 humedo 320 sq.ft/gal. NCFI InsulStar 11-036 Cdlula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(Lapolla)Foam-LokFL450CeldaAbiertaSPF IB 6humedo 267 sq.ft/gal. NCH InsulBloc11-037C61ula Cerrada SPF TB 14h6medo 115 sq.ft/gal. Huntsman(tapolla)Foam-LokFL750CeldaAbiertaSPF IB 6h6medo 267 sq.ft/gal. PSI Staycell505CeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. ICPHandi-FoamHVLP LID Open Cell Spay Foam IB 6h6medo 267 sq.ft/gal. PSI Staycell508CeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. CID Handi-Foam®E-84CJase1(A)deC61UlaCerrada IB 10h6medo 160 sq.ft/gal. PSI Staycell504-2Celula Cerrada SPF TB 14h6medo 115 sq.ft/gal. SWD Quik-Shield Celda Abierta SPF IB 6h6medo 267 sq.ft/gal. SES SucraSeal0.5CeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. ThermoSeal 00(Open Cell Spray Foam IB 6h6medo 267sq.ft/gal. SES EasySeal0.5CeldaAbiertaSPF TB 14h6medo 115 sq.ft/gal. Tiger Foam®E-84(lase 1SPF IB 10hOmedo 160 sq.ft/gal. SES Nexseal 2.0 Cklula Cerrada SPF TB 14 h6medo 115 sq.ft/gal. 1 Conjuntos alternativos de barren t6rmica(TB):ER 305 Ta bla 2&TER 1905-03 Tab la 1 SES Nexseal ZO LE C61ula Cerrada SPF TB 14 humedo 115 sq.ft/gal. z Conjuntos alternativos de barrera de ignici6n(10):ER 305 Tabla 3&TER 1905-03 Tabla 2 SWDQuik-Shield108C€1ulaAbierlaSPF TB 14h6medo 115 sq.fL/gal. 5. EQUIPO SWDQuik-Shield108YMCdlulaAbiertaSPF TB 14h6medo 115 sq.ft/gal. SWDQuikShield112XCCklulaCerraciaSPF TB 14h6medo 115 sq.ft/gal. Los metodos de aplicaci6n pueden incluir atomizadores sin aire(airless), SWDQuik-Shield118C61ulaCerradaSPF TB 14h6medo 115 sq.ft/gal. rodillo o brocha. Los fabricantes de Equipos y los modelos de Equipo SWDQuik-Shield133C61ulaCerrada SPF TB 14h6medo 115 sq.ft/gal. atomizador de aplicador sin aire (airless) Varian y a continuaci6n SWDQuik-Shield144C6lula Cerrada SPF TB 14humedo 115 sq.ft/gal. presentamos ejemplos de Equipos aplicables. Las recomendaciones de ThermoSeal00(CelulaAbiertaSPF TB 16humedo 115 sq.ft/gal. ThermoSeal CC)(C61ula Cerrada SPF TB 16h6medo 115 sq.ft/gal. los Equipos atomizadores de aplicador sin afire(airless)contienen enlaces ThermoSeal00(Celula Cerrada SPF TB 16h6medo 115 sq.ft/gal. a las especificaciones del fabricante para referencia. UPC 500CtlulaAbiertaSPF TB 14h6medo 115 sq.ft/gal. UPC 500 Max Pro CelulaAbiertaSPF TB 14h6medo 115 sq.ft/gal, UPC 5000CXCAlulaAbiertaSPF TB 14h6medo 115 sq.ft/gal. UPC 500 Max CelulaAbiertaSPF TB 14humedo 115 sq.ft/gal. UPC 1.7CLlula Cerrada SPF TB 14 humedo 115 sq.ft/gal. UPC ZO Cdlula Cerrada SPF TB 14h6medo 115 sq.ft/gal. UPCZOHLWulaCerradaSPF TB 14h6medo 115 sq.ft/gal. i Conjuntos alternativos de barrera t6rmlca(TB):ER 305 Tabla 2&TER 1905-03 Tabla 1 z Conjuntos alternativos de barrera de ignici6n(IB):ER 305 Tabla 3&TER 1905-03 Tabla 2 ®O NO-BURN... Pagina 8 de 10 FIRE WISE TM vo PLUS ThB FICHA DE DATOS TitCNICOS (TOS) CSI 09 96 46 1-800-989-8577 www.noburn.com instrucciones del fabricante. Tenga cuidado de no agregar demasiada Equipo agua o el producto podria correr y gotear durante la aplicaci6n. Fabricante Modelo Ultra Max 11 795 Ultra Max 111595 Plus ThB nunca debe permitirse que se congele a 32 ° F (0 C), Graco® Ultra Max 11 10K Texsoray Mark v almacenado entre 40°F y 90°F(4.4°Cy 32.2°C),y se mantenga alejado ImoactTl840 PowrTwinTM 6900 Plus de la luz solar directa;Si no puede verificar que se han mantenido estas Titan® ImoactTA41140 PowrTwinTm 8900 Plus condiciones,el producto se puede desechar de acuerdo con la FDS(M) ecomienda usar boquillas con orificio de tamafio 0.019 a 0.025 y manguerapara del fabricante. tomizadores sin afire(airless)tengan un diametro interior de YV o superior. El Equipo atomizador debe ser capaz de producir un minimo de 3,300 psi Si se desea tenir,Plus ThB se puede tenir a una veloc®ad maxima de 2 No- y los taman"os de boquilla recomendados son 419-425 0 519-525. Se oz.d®tinte por gal6n. Se recomienda utilizar No-Burn Green Dye o No- recomienda guitar los filtros de la pistols atomizadora pars permitir el Burn Black Tint,fabricado por No-Burn, Inc., para tel5ir. P6ngase en paso del contenido s6lid tintacloo o. No retire la protecci6n contra rocas(pantalla) c con el fabricante para obtener informaci6n adicional sobre el de la parte inferior del tubo de admisi6n. Se recomienda que [as tado. manguerapara atomizadores sin aire(airless)tengan un diametro interior de'/<" o superior. Probablemente se requieran variaciones en el ancho Cuando se desea un color especifico o negro,se puede usar un abrigo, del patr6n de atomizado y el tamalio de la boquilla segun el area expuesta como el negro Sherwin Williams A-100 o Behr Premium Plus. Los abrigos y el Sustrato(s)donde se aplica el producto. La limpieza de los Equipos se deben ser a base de agua con un pH de 7-8. Antes del use de cualquier abrigo,se recomien puede Ilevar a Cabo con agua, u otros metodos recomendados por el da que se realice una prueba de compatibilidad en fabricante del Equipo. un area poco visible antes de una aplicaci6n generalizada. La compatibilidad puede observarse como la condici6n general satisfactoria 6. PROTECCION PERSONAL Y CONTROLES DE EXPOSICION del Sustrato(s) una vez que se han aplicado No-Burn® Plus ThB y un abrigo. Se recomienda usar un respirador certificado y gafas de seguridad para evitar el rociado y salpicaduras. La protecci6n para los ojos y la cara debe 8.APLICACION estar en conformidad con la norma OSHA 29 CFR 1910,133, Se Al aplicar No-Burn® Plus ThB, el recubrimiento debe aplicarse al recomienda usar guantes de goma o plastico para la protecci6n de Sustrato(s),segun corresponda,de acuerdo con el Informe de evaluaci6n manos y brazos. La limpieza personal puede ser con agua yjab6n. (ER) 305, Informe de evaluaci6n (TER) 1905-03 y/o lashojas de datos Si se aplica con atomizacor,utilizar un respirador con purificador de aire tecnicos del fabricante. Copias de datos tecnicos relevantes y / o aprobado por NIOSH de conformidad con la norma OSHA 29 CFR documentos estaran disponibles en el lugar de trabajo. 1910,134 (d)(1)(ii). Si se utiliza en un area limitada, se recomienda Antes y durante la aplicaci6n del recubrimiento, las superficies del utilizar un respirador con purificador de aire de cara completa(PAPR)o Sustrato(s) deberan estar secas, limpias y libres de suciedad, polvo, un respirador con suministro de aire(SAR). Utilizar los respiradores de aceite, grasa, y todo material de recubrimiento anterior, como son conformidad con las normal 29 CFR 1910,134(d)(3)(1)(A)Cuadro 1,29 pinturas, tintes y selladores. La espuma debe dejarse enfriar a CFR 1910.134(d)(3)(iii)(B)y 29 CFR 1910.134(d)(3)(iv)(B). temperatura ambiente antes de la aplicaci6n de No-Burn®Plus ThB,por Utilizar controles de ingenieria adecuados, como una ventilaci6n to menos 1 hora. El Sustrato(s)no debe tener,ni haber sido expuesto a, adecuada. Cuando estos sistemas no son eficaces,se debe usar equipo tratamientos, sustancias quimicas, recubrimientos, etc. antes de la de protecci6n personal adecuado,que funcione de manera satisfactoria aplicaci6n de Plus ThB. La observaci6n visual de un recubrimiento y cumpla con la norma OSHA u otras normas reconocidas. intumescente es de un distintivo color blanco por naturaleza. Para la verificaci6n del espesor aplicado en humedo,se debe usar un medidor 7.MEZCLA,PINTADO Y SOBRETUBOS de espesores estandar para pintores durante la aplicaci6n. El espesor Plus ThB debe mezclarse completamente antes de su use de acuerdo con del producto seco sera de 0.55 a 0.70 veces el espesor humedo. Plus ThB las recomendaciones del fabricante. Mezcle con una varilla mezcladora se aplicara en los Sustrato(s),segun corresponda, de conformidad con electrica de 5 galones a 800-1200 RPM o entre 800 y 1200 RPM hasta las recomendaciones del fabricante. Los Sustrato(s)deberan estar en su que estd completamente mezclado. Agitar No-Burn® Plus ThB con un posici6n final en el edificio, expuestos directamente al interior, agitador de pintura NO es suficiente. No se recomienda filtrar o filtrar protegidos de la intemperie, en lugares acondicionados y no Plus ThB. Si No-Burn® Plus ThB se mezcla mas de 24 horas antes de acondicionados. Ademas,Plus ThB se aplicara en las zonas dentro de la usarlo, vuelva a mezclarlo de acuerdo con las instrucciones del membrana impermeabilizante o superficies no expuestas a la fabricante. Generalmente no se necesita adelgazar; Si Plus ThB ha intemperie. estado expuesto a altas temperaturas, el agua puede evaporarse del contenedor plastico de 5 galones. Si el nivel de pintura esta por debajo La temperaturas de la superficie y la ambiental antes y durante la de 3-4 pulgadas desde la parte superior del recipiente, agregue aplicaci6n sera de al menos 40°F(4.4°C). Las temperaturas de superficie suficiente agua para que el nivel vuelva a estar a 3 pulgadas de la parte no deben exceder de 100 °F (37.7 °C) durante la aplicaci6n. El superior para garantizar la consistencia adecuada. Mezcle Plus ThB recubrimiento se aplicara en una tasa de aplicaci6n establecida nuevamente de acuerdo con las instrucciones del fabricante. mediante atomizaci6n,rodillo o pincel. El tiempo de secado es tipicamente de 60 a 90 minutos y el tiempo de Despues de mezclar,si la viscosidad sigue siendo demasiado alta,puede curado es de 24 horas como minimo,aunque depende de la temperatura agregar 8 onzas de agua por cubo de 5 galones y mezclar para reducir la ambiente y la humedad relativa. Si es necesario aplicar mas de una caps, viscosidad. Mezcle Plus ThB nuevamente de acuerdo con las deje secar el No-Burn®Plus ThB completamente entre capas. NCO-BURN Pagina 9 de 10 � TM FIRE WISE ' PLUS ThB FICHA DE DATOS TECNICOS (TDS) CSI 09 96 46 1-800-989-8577 www.noburn.com Siempre es mejor seguir ante todo las directrices de SPF Manufacturer cuando se trata de instalar Plus ThB, siguiendo estrictamente las instrucciones de instalaci6n de rociado. En caso de temperaturas elevadas, humedad o frfo extremo, las directrices de Plus ThB son las siguientes. A. Las temperaturas de instalaci6n ideales son 65 grados Fahrenheit (18'C)y una humedad relativa menor a 60%. B. En caso de alta humedad continua,se necesita una caps superior como la pintura para exteriores Behr Premium Plus;es mejor que el instalador determine esas decisiones;es decir:humedad de 70% o superior. C. Deben mantenerse temperaturas constantes durante al menos 3 dfas para que el Plus ThB cure adecuadamente a temperaturas de 60 a 70 grados Fahrenheit(15 a 19°C)y una humedad relativa de 60 a 65%, y se deben tomar lecturas diariamente; cualquier condici6n fuera de estas pautas debe ser aprobada por el servicio tecnico de No-Burn®,Inc. D. Consulte siempre con SPF Manufacturer o No-Burn®, Inc,cuando surgen preguntas con respecto a las condicfones ambientales de un proyecto especifico. Recipiente de pintura no peligroso libre de pintura o escombros. Los cubos se pueden reciclar de acuerdo con los requisitos locales de reciclaje y gesti6n de residuos. Si la construcci6n incluye la deconstrucci6n y recuperaci6n de productos pl6sticos de construcci6n, puede ser necesario clasificar los pl6sticos de acuerdo con las designaciones. No-Burn,Inc. MARCAS COMERCIALES No-Burn,el logotipo de No-Burn y Fire Wise son marcas comerciales propiedad de No-Burn®,Inc. INFORMAC16N DE VENTAS Y PEDIDOS o con Iicencia de No-Burn®,Inc. 1-800-989-8577 GARANT(A LIMITADA No-Burn®,Inc.garantiza que la f6rmula No-Burn®se fabricar6 con las mismas especificaciones y INFORMACON TtCNICA calidad,y se comportar6 de forma similar a las pruebas realizadas por los laboratorios independientes cuando se aplica 1-800-989-8577 correctamente. La cobertura de la garantza se limita 6nicamente al costo del producto adquirido a continuaci6n y excluye especificamente los gastos imprevistos y los danos consecuentes. El aplicador garantiza que el producto,en su forma www.noburn.com original del fabricante,se almacenar6,mezclar6 y/o aplicarb como se indica en las pautas publicadas por No-Burn®,Inc., a cada area razonablemente accesible que se haya especificado Para protecci6n. Se excluyen todas las garantias implfcitas de No-Burn®,Inc.odelaplicador.Puedehabersituacionesymateriales para los cu ales No-Burn On o evitar6 q ue u n in cendio encienda o retarde el progreso de un incendio. POL(TICA Y PROCEDIMIENTOS Toda venta de este producto por parte de No-Burn,Inc.estan sujeta a nuestra polftica y procedimientos disponibles en http://noburn.com/polices-procedures NOTICIAS E INFORMACI6N ACTUAL Revisado 31-Mayo-2023. Lainformaci6n contenida en este documento puede cam biar ©2023 No-Burn,Inc. sin previo aviso. N -BURN° ,P P6glna 10 de 10'"`' FIRE WISE TM M L - TO 3.11 C-00VT FACUD PA 0U �J R3'13Xj,"�'1'1969 8 PJi€w e: 1 -0+' ARTISAN CONSTRUCTION ASSOCIATES Pate'; 12Y2912022_ .508 MAIN RQ Invgice_Number': :32Q28` UNIT 3 RIV`EPHEAU NE-W YORK 1.1,9Q1' Job:Nam.e : 5050 NASSAU.'ROINT " Unite i.States Job'Lo,c5tibn : ,5050.NASSAU P'OINT•RD- GUTCHOG.UE:,C'T,C.kiO-GUE" (.6,31'} 808-3323 NY':1,19351Jr�ttecLStates-.:_ Qty Desari t'ibn 'Unit; ?. 3,448:00.`.f ANDR'AIL(S)a IVLfSC:f 1. 3,448:00. U-2 iLO1N hR.ON.TEMPER'EQ;G.LASS POL'I'S.HED,€DGE,S" , I�NSTAL-LED WIfiH 8A-SE'SHO.E CE bo,E.S;N:OT INCLUDE:GLApD;IN,G*' FIRST FL LANQING-7'LF SUP.PUIEO'A..INSTALLEO Cost'Code: ; a 'Contract Arnow�, t ;Paid,to.Date:, f3;alanLO �e•d Costto - Contracf Qimount::• (� - Balance APpedved't5yE - t]a_'te•. JAPJ 0 6 FEUD' - _' p is not'safgtyglazed thaterial unless Sub total, $3;44'8.00 III rnwerial sold on this invoice is guaranteed to be ass ecified and ¢so marked,it is sold.with the understanding that this matenal wtll not 6e glazed m,a'ha2ardousaocation" ,DfSCQURt °lo '0;.00. an�defined by the Conswrko Rroduct Safety.C;ornmfssion :. TaX. $0.00 6'�rt mercharidiseireturned for credit,;"refund,or exchange•must bel.in�file alabfe condition;authorized.for i `zturrt,acvom•anied h this recei-t and me. ;be sub'ect to restoekin •flee.No returns will be'authorized TOtaf; $3'-4:48.00 E�r, P y P.,.. y 1 T 9 .-•;sraeci l orders or c�it flat glass:Terms.of,payrrent;are30 dayp4rom invoice datei A seiv ce char e,of 9. :.DepPSit: $�1,246:00: a"/„eer month(`1,IIPfo annum)will be'ad0ed'to,pastwdue accoumts: E ;B, — - alancel $'2202:00.' �. RECEIVED F3Y:, Th'e,glass,listed,h'as-tieen replaced'!'repaired with the,kind,and qualify.to my,entire satisfaction,and I''3ufFiorized.m Insurance co(npany`to pay'the"Above'named' Repaih/:Glass Company diFectly,for4the,''glas_s and in"Malla'tionicha�ges or rep2.irs, Prices only guaranteed for 30 days North Shore Window Inc. 78 Horseblock Road, Unit 12 I Ya.Phank, NY 11980 JUL 1 9 2023 northshorewindowinc.com rliriaows arsa aoaRs Contact: Nick Bohlen U ,. Phone (631) 285-7333 Email: nickb@northshorewindowinc.com Quote Number: 101300 PO Number: Printed Date: Feb 1, 2022 2:08 PM Job Name: ARTISAN CONST Tag Name: 5050 NASSAU POINT ��. as,`;', t, .a + ` \ 1%-_"S`r' ,::a:?.�tiav�:::-,J�'•'ps3. ,. � ..t ,fir_ 'r""l.-. - � 4 -:fie: vA�s, � •+}'a• � ro EXCLUSIVE ENDURING REFINED Item: 1 Oty: 1 Terrace/French Terrace Door Label:W1 - 1 ST FL ENTRY HALL 1.01 See shop drawing 33736-35-01A for dimensions Unit Shape/Build Options Glazing Options Attachment Options W1-1ST FL ENTRY HALL 1.01 Heat Smart Double 272 Field Installed Drlpflash Not Impact Certified All Panes Tempered Nailing Flange:Head,Left,Right Terrace Door 6 MM Glass Thickness 1 114"(32MM)Jamb Extension Face Outswing. Black Stainless Steel Spacer Miscellaneous Options 60T 2 114"Panel Black Bar(63)1/2"(13mm) Cubes:36 Rectangular(Or Square) Coastal Sealant Not Required 33736-35-01A Douglas Fir Interior Square Glazing Stops Yes DDS Pricing Dimension Details Hardware Options CUSTOM WIDTH TO 47112 Jamb:8 114"(210mm) Manual Muldpoint Hardware Performance Data T.T Finish Options Dallas Handle Not Impact Certified Frame:Natural Wood Hardware Color.Dark Bronze Metallic Performance Grade:UNAVAILABLE Exterior View Sash:Sash Color Matches Frame Concealed Bearing Hinge Ship Separate Options Color Oil Rubbed Bronze Hinge Sill Nose Ship Separate Int Frame:Natural Wood Number of Hinges Per Panel:5 Int Sash/Panel:Natural Wood Key-Thumb Cylinder Unit Operationfrype - TDIFD Keyed Alike(Key 1) X-R H Door Sill Options Oper Panels Shipped With Frame Standard Sill 2 15116"(75mm)Narrow Stile Standard Outswing Sill Design 4 5/16"(110mm)Bottom Rail Bronze Anodized Aluminum Sill Notes: W1 DDS Custom Width to 47114" Ship Separate Items: Qty.- 1 18 SILLNOSE SHIP SEPARATE Item: 2 Oty: 1 Mulled Composite Unit Label:W2-1ST FL NORTH HALL See shop drawing 3373fr36-01A for dimensions Composite Options Combo Dimension Details Wood Type-Options W2-1ST FL NORTH HALL Jamb:8 114"(210mm) Douglas Fir Custom Composite Configuration Finish Options Miscellaneous Options Number of Sub Units:3 Frame:Natural Wood 33 736-3 6-0 1A ®A., Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing ® Jamb to Jamb Hoe.Mull Casing Options HIDDEN STEEL Sub Units BC Subsill Optional Pricing Picture Shingle Kerf Not Required DDS Item 1 Pricing t Picure - � Attachment Options Awning and Casement Field Installed Dripflash / Nailing Flange:Head,Left,Right Exterior View 1 114"(32MM)Jamb Extension Face Notes: W3, W2A,W2B DDS Hidden Steel Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 2 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item: 2-1 (3) Qty: 1 Picture(Direct Set) Label:W2-1 ST FL NORTH HALL Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 All Panes Tempered Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:27 Visible Transmittance:0.61 Width:31 112"(800mm) Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient.0.35 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Sub Item: 2-2 (4) Qty: 1 Picture(Direct Set) Label:W2- 1ST FL NORTH HALL Unit Shape/Build Options Dimension Details Glazing Options Casing Options Performance Data Not Impact Certified Width:47 114"(1200mm) Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Height.82 15116"(2107mm) Black Stainless Steel Spacer Miscellaneous Options U-value:0.26 Finish Options Black Bar(63)1/2"(13mm) Cubes:28 Visible Transmittance:0.63 Sash:Sash Color Matches Frame Color Coastal Sealant Not Required Solar Heat Gain Coefficient.0.36 Performance Grade:CW-PG40 Sub Item: 2-3 (5) Qty: 1 Casement/Awning Label:W2- 1ST FL NORTH HALL Unit ShapeBuild Options Unit Operationfrype Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Awning Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:0.26 Dimension Details Standard Moldings C/W Crank Handle&Operator Cover Screen Options Visible Transmittance:0.45 Callout Code:1208 Double Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient.0.26 Width:47 114"(1200mm) Glazing Options Stainless Steel Hdwr Required Bronze(Std) Performance Grade:LC-PG50 Height.31 112"(800mm) Heat Smart Double 272 Hardware Color.Faux Bronze Less Visible Screen(High Trans) Finish Options All Panes Tempered Casing Options Miscellaneous Options Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer No Cas-Component Unit-Check Parent Cubes:12 Int Sash/Panel:Natural Wood Black Bar(63)1/2"(13mm) Coastal Sealant Not Required Interior Square Glazing Stops Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag:5050 NASSAU POINT 3 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Item:6 oty: 1 Patio/French Patio Door Label:W3- 1ST FL DINING NORTH TH4$- �O See shop drawing 33736-37-01A for dimensions Unit Shape/Build Options Glazing Options Miscellaneous Options W3-1ST FL DINING NORTH Heat Smart Double 272 Cubes:124 Sliding Patio All Panes Tempered 33736-37-01A Rectangular(Or Square) 5 MM Glass Thickness Yes DDS Pricing _ Douglas Fir Black Stainless Steel Spacer INTERIOR B/PARTING VISTA VIEW �� Dimension Details Black Bar(63)1/2"(13mm) SCREEN wP-_T 0-r wP-T Jamb:7112"(191mm) Coastal Sealant Not Required CUSTOM SIZE KNOCKDOWN PER Finish Options Interior Square Glazing Stops DRWG Exterior View FIXED PANELS SHIPPED Frame:Natural Wood Hardware Options SEPARATE Sash:Sash Color Matches Frame 2-Point Automatic Multipoint Hdwr 1 114"JAMB EXTENSION Color Miami Handle Performance Data Int Frame:Natural Wood Stainless Steel Hdwr Required Int Sash/Panel:Natural Wood Hardware Color:PVD Bronze Not Impact Certified -Thumb Cylinder U-value: 0.27 Unit Operationlfype KeyVisible Transmittance:0.54 O X X O MS Keyed Alike(Key 1) Solar Heat Gain Coefficient.0.31 Fixed Slider C/W 2 Security Foot Locks Bronze Footlock Performance Grade:UNAVAILABLE Operating Slider Ship Separate Options Operating Slider Door Sill Options Fixed Slider Bronze Anodized Aluminum Sill Ship Panel Two Separate Operating Panels Shipped Separate Attachment Options Ship Panel Three Separate 2 15116"(75mm)Narrow Stile Field Installed Dripflash 2 7/8"(73mm)Bottom Rail Nailing Flange:Head,Left,Right 518"(16MM)Jamb Extension Face Vertical Grain Jamb Extensions Notes: W4,W5,W6,W7 Ship Separate Items: oty. 1 SERIES 44 PD PANEL 2 DDS Cust, Width to 216 1/2; Cust. Height to 115 112" Qty. 1 SERIES 44 PD PANEL 3 Vista View Screen Item: 7 Qty: 1 Mulled Composite Unit Label:W4- 1ST FL NORTH LIVING Frame Size:78 34"(2000mm)x 114 7/16"(2907mm) Rough Opening:79 1/2"(2019mm)x 115 29/32"(2944mm) Casing Not Required �0 Composite Options Combo Dimension Details Wood Type Options US1� W4-1ST FL NORTH LIVING Jamb:8 1/4"(210mm) Douglas Fir d Custom Composite Configuration Finish Options Miscellaneous Options Number of Sub Units:3 Frame:Natural Wood 33736-38-01A Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing - Jamb to Jamb Horz.Mull Casing Options HIDDEN STEEL Sub Units BC Subsill Optional Pricing �a Picture Shingle Kerf Not Required DDS Item 1 Pricing Awning and Casement Attachment Options Picture Field Installed Dripflash Exterior View Nailing Flange:Head,Left,Right 1 114"(32MM)Jamb Extension Face Notes: W8,W9A,W9B DDS Hidden Steel Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 4 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item:7-1 (8) Qty: 1 Picture(Direct Set) Label:W4-1ST FL NORTH LIVING Unit Shape/Build Options Dimension Details Glazing Options Casing Options Performance Data Not Impact Certified Width:47114"(1200mm) Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Height.82 15/16"(2107mm) Black Stainless Steel Spacer Miscellaneous Options U-value:0.26 Finish Options Black Bar(63)1/2"(13mm) Cubes:28 Visible Transmittance:0.63 Sash:Sash Color Matches Frame Color Coastal Sealant Not Required Solar Heat Gain Coefficient.a36 Performance Grade:CW-PG40 Sub Item: 7-2 (9) Qty: 1 Casement/Awning Label:W4- 1ST FL NORTH LIVING Unit Shape/Build Options Unit Operationfrype Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Awning Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:0.26 Dimension Details Standard Moldings CAN Crank Handle&Operator Cover Screen Options Visible Transmittance:0.45 Callout Code:1208 Double Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient:0.26 Width:47114"(1200mm) Glazing Options Stainless Steel Hdwr Required Bronze(Std) Performance Grade:LC-PG50 Height.31 112"(800mm) Heat Smart Double 272 Hardware Color.Faux Bronze Less Visible Screen(High Trans) Finish Options All Panes Tempered Casing Options Miscellaneous Options Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer No Cas-Component Unit-Check Parent Cubes:12 Int Sash/Panel:Natural Wood Black Bar(63)1/2"(13mm) Coastal Sealant Not Required Interior Square Glazing Stops Sub Item:7-3 (10) Qty: 1 Picture(Direct Set) Label:W4- 1ST FL NORTH LIVING Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 All Panes Tempered Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:27 Visible Transmittance:0.61 Width:31 112"(800mm) Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient:0.35 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Item: 11 Qty: 1 Mulled Composite Unit Label:W5- 1ST FL EAST LIVING See shop drawing 33736-39-01A for dimensions Composite Options Combo Dimension Details Wood Type Options W5-iST FL EAST LIVING Jamb:8 114"(210mm) Douglas Fir Custom Composite Configuration Finish Options Miscellaneous Options Number of Sub Units:3 Frame:Natural Wood 33736-39-01A a0 Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing Jamb to Jamb Horz.Mull Casing Options HIDDEN STEEL f Sub Units BC Subsill Optional Pricing Picture Shingle Kerf Not Required DDS Item 1 Pricing Awning and Casement Attachment Options Awning and Casement Field Installed Dripflash Nailing Flange:Head,Left,Right Exterior View 1 114"(32MM)Jamb Extension Face Notes: W10A,W10B,W11 DDS Hidden Steel Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 5 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted • Sub Item: 11-1 (sty: 1 Picture(Direct Set) Label:W5- 1ST FL EAST LIVING (12) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 All Panes Tempered Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:27 Visible Transmittance:0.61 Width:31 112"(800mm) Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient:0.35 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Sub Item: 11-2 Qty: 1 Casement/Awning Label:W5- 1ST FL EAST LIVING (13) Unit Shape/Build Options Unit Operationfrype Hardware Options Attachment Options Performance Data Not Impact Certified Right Hand Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Casement Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:0.27 Dimension Details Standard Moldings C/W Crank Handle&Operator Cover Screen Options Visible Transmittance:0.47 Width:41 114"(1048mm) Triple Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient.0.27 Height.82 15116"(2107mm) Glazing Options Egress Hinge Required Bronze(Std) Performance Grade:CW-PG50 Finish Options Heat Smart Double 272 Stainless Steel Hdwr Required Less Visible Screen(High Trans) Sash:Sash Color Matches Frame Color All Panes Tempered Hardware Color:Faux Bronze Miscellaneous Options Int Sash/Panel:Natural Wood Black Stainless Steel Spacer Casing Options Cubes:25 Black Bar(63)1/2"(13mm) No Cas-Component Unit-Check Parent Coastal Sealant Not Required Interior Square Glazing Stops Sub Item: 11-3 MY: 1 Casement/Awning Label:W5- 1 ST FL EAST LIVING (14) Unit Shape/Build Options Unit Operationfrype Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Awning Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:0.26 Dimension Details Standard Moldings C/W Crank Handle&Operator Cover Screen Options Visible Transmittance:0.45 Callout Code:1108 Double Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient.0.26 Width:41 1/4"(1048mm) Glazing Options Stainless Steel Hdwr Required Bronze(Std) Performance Grade:LC-PG50 Height.31 112"(800mm) Heat Smart Double 272 Hardware Color.Faux Bronze Less Visible Screen(High Trans) Finish Options All Panes Tempered Casing Options Miscellaneous Options Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer No Cas-Component Unit-Check Parent Cubes:11 Int Sash/Panel:Natural Wood Black Bar(63)1/2"(13mm) Coastal Sealant Not Required Interior Square Glazing Stops Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 6 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Item:15 Qty: 1 Mulled Composite Unit Label: W6- 1ST FL EAST LIVING See shop drawing 33736-40-01A for dimensions Composite Options Combo Dimension Details Attachment Options �( W6-1ST FL EAST LIVING Jamb:8 1/4"(210mm) Field Installed Dripflash a Unit/Unit Finish Options Nailing Flange:Head,Left,Right Number of Sub Units:2 Frame:Natural Wood 1 1/4"(32MM)Jamb Extension Face Rectangular(Or Square) Int Frame:Natural Wood Wood Type Options Jamb to Jamb Horz.Mull Casing Options Douglas Fir Sub Units BC Subsill Miscellaneous Options Awning and Casement Shingle Kerf Not Required 33 736-4 0-0 1A Awning and Casement Exterior View Notes: W12A,W12B Sub Item: 15-1 Qty: 1 Casement/Awning Label:W6- 1ST FL EAST LIVING (16) Unit ShapefBuild Options Unit Operationlrype Glazing Options Hardware Options Casing Options Miscellaneous Options Not Impact Certified Left Hand Operation Heat Smart Double 272 Encore Rotogear No Gas-Component Unit-Check Cubes:28 Casement Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Parent Performance Data Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Attachment Options Not Impact Certified Height.82 15/16"(2107mm) Triple Sash Black Bar(63)1/2"(13mm) CAN Crank Handle&Operator Nailing Flange:No Nailing U-value:0.27 Finish Options Coastal Sealant Not Required Cover Flange Required q Visible Transmittance:0.47 Sash:Sash Color Matches Interior Square Glazing Stops Contemporary Cover Screen Options q 9 P P Solar Heat Gain Coefficient: Frame Color Egress Hinge Required STD Aluminum Screen 0.27 Int Sash/Panel.Natural Wood Stainless Steel Hdwr Required Bronze(Std) Performance Grade:CW-PG30 Hardware Color.Faux Bronze Less Visible Screen(High Trans) Sub Item: 15-2 Qty: 1 Casement/Awning Label:W6- 1ST FL EAST LIVING (17) Unit Shape/Build Options Unit Operation/Type Glazing Options Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Heat Smart Double 272 Encore Rotogear Nailing Flange:No Nailing Not Impact Certified Awning Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Flange Required U-value:0.26 Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Screen Options Visible Transmittance:0.45 Callout Code:1208 Double Sash Black Bar(63)1/2"(13mm) CAN Crank Handle&Operator STD Aluminum Screen Solar Heat Gain Coefficient., St Coastal Sealant Not Required Cover Bronze d 0.26 Height:31 1/2"(800mm) q Contemporary Cover ( ) Interior Square Glazing Stops P ry Less Visible Screen(High Performance Grade:LC-PG50 Finish Options Sash:Sash Color Matches Stainless Steel Hdwr Required Trans) Frame Color Hardware Color:Faux Bronze Miscellaneous Options Int Sash/Panel:Natural Wood Casing Options Cubes:12 No Cas-Component Unit-Check Parent Feb 1,2022 2:08 PM Quote: 101300 Job Name: ARTISAN CONST Tag: 5050 NASSAU POINT 7 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Item! 18 oty: 1 Mulled Composite Unit Label:W7- 1ST FL NORTH MASTER BEDRM See shop drawing 33736-41-01A for dimensions N� Composite Options Combo Dimension Details Attachment Options �1 W7-1ST FL NORTH MASTER Jamb:8 1/4"(210mm) Field Installed Dripflash BEDRM Finish Options Nailing Flange:Head,Left,Right �® Unit/Unit I Frame:Natural Wood 1 32MM 1/4"( ) Jamb Extension Face Number of Sub Units:2 Int Frame:Natural Wood Wood Type Options 0 Rectangular(Or Square) Douglas Fir Jamb to Jamb Horz.Mull Casing Options 9 Pa BC Subsill Miscellaneous Options Sub Units Shingle Kerf Not Required 33736-41-01A ./� Picture Awning and Casement Exterior View Notes: W13A,W13B Sub Item: 18-1 Qty: 1 Picture(Direct Set) Label:W7- 1ST FL NORTH MASTER BEDRM (19) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Black Stainless Steel Spacer Miscellaneous Options U-value:0.26 Dimension Details Black Bar(63)1/2"(13mm) Cubes:25 Visible Transmittance:0.63 Height.70 3/4"(1797mm) Coastal Sealant Not Required Solar Heat Gain Coefficient:0.36 - Performance Grade:CW-PG40 Sub Item: 18-2 Qty: 1 Casement/Awning Label:W7- 1ST FL NORTH MASTER BEDRM (20) Unit Shape/Build Options Unit Operationfrype Glazing Options Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Heat Smart Double 272 Encore Rotogear Nailing Flange:No Nailing Not Impact Certified Awning Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Flange Required U-value:0.26 Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Screen Options Visible Transmittance:0.45 Callout Code:1207 Double Sash Black Bar(63)1/2"(13mm) CAN Crank Handle&Operator STD Aluminum Screen Solar Heat Gain Coefficient. Coastal Sealant Not Required Cover Bronze Std 0.26 Height:27 9/16"(700mm) q ( ) Contemporary Cover Performance Grade:LC-PG50 Finish Options Interior Square Glazing Stops Less Visible Screen(High Stainless Steel Hdwr Required Trans) Sash:Sash Color Matches Hardware Color.Faux Bronze Frame Color Miscellaneous Options Int Sash/Panel:Natural Wood Casing Options Cubes:11 No Cas-Component Unit-Check Parent Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 8 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Item:21 Qty: 1 Mulled Composite Unit Label:W8- 1ST FL EAST MASTER BEDRM See shop drawing 33736-41-01A for dimensions N� Composite Options Combo Dimension Details Attachment Options W8-1 ST FL EAST MASTER BEDRM Jamb:8 1/4"(210mm) Field Installed Dripflash Unit/Unit Finish Options Nailing Flange:Head,Left,Right �0 Number of Sub Units:2 Frame:Natural Wood 1 1/4"(32MM)Jamb Extension Face aA. Rectangular(Or Square) Int Frame:Natural Wood Wood Type Options ® P Jamb to Jamb Horz.Mull Casing OptionsIVA Douglas Fir Sub Units BC Subsill Miscellaneous Options Picture Shingle Kerf Not Required 33 736-4 1-0 1A Awning and Casement Exterior View Notes: W14A,W14B Sub Item: 21-1 oty: 1 Picture(Direct Set) Label:W8- 1ST FL EAST MASTER BEDRM (22) Unit Shape/Build Options Finish Options Glazing Options Casing Options - Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Black Stainless Steel Spacer Miscellaneous Options U-value:0.26 Dimension Details BlackBar(63)1/2"(13mm) Cubes:25 Visible Transmittance:0.63 Height.70 3/4"(1797mm) Coastal Sealant Not Required Solar Heat Gain Coefficient.0.36 Performance Grade:CW-PG40 Sub Item: 21-2 Qty: 1 Casement/Awning Label:W8- 1ST FL EAST MASTER BEDRM (23) Unit Shape/Build Options Unit Operation/Type Glazing Options Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Heat Smart Double 272 Encore Rotogear Nailing Flange:No Nailing Not Impact Certified Awning Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Flange Required U-value:0.26 Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Screen Options Visible Transmittance:0.45 Callout Code:1207 Double Sash Black Bar(63)1/2"(13mm) CAN Crank Handle&Operator STD Aluminum Screen Solar Heat Gain Coefficient. Coastal Sealant Not Required Cover Bronze Std 0.26 Height:27 9/16"(700mm) q ( ) Contemporary Cover Performance Grade:LC-PG50 Finish Options Interior Square Glazing Stops Less Visible Screen(High Sash:Sash Color Matches Stainless Steel Hdwr Required Trans) Frame Color Hardware Color:Faux Bronze Miscellaneous Options Int Sash/Panel:Natural Wood Casing Options Cubes:11 No Cas-Component Unit-Check Parent Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 9 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Item:24 Qty: 1 Mulled Composite Unit Label:W9- 1ST FL EAST MASTER BEDRM See shop drawing 33736-42-01A for dimensions Composite Options Combo Dimension Details Wood Type Options W9-1ST FL EAST MASTER BEDRM Jamb:8 114"(210mm) Douglas Fir Custom Composite Configuration Finish Options Miscellaneous Options Number of Sub Units:3 Frame:Natural Wood 33736-42-01A Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing Jamb to Jamb Horz.Mull Casing Options HIDDEN STEEL Sub Units BC Subsill Optional Pricing Awning and Casement Shingle Kerf Not Required DDS Item 1 Pricing (�? Awning and Casement Attachment Options Picture Field Installed Dripflash —1 Nailing Flange:Head,Left,Right Exterior View 1 114"(32MM)Jamb Extension Face Notes: W15, W16A, W16B DDS Hidden Steel Sub Item: 24-1 Qty: 1 Casement/Awning Label:W9- 1ST FL EAST MASTER BEDRM (25) Unit ShapefBuild Options Unit Operation/type Hardware Options Casing Options Miscellaneous Options Not Impact Certified Left Hand Operation Encore Rotogear No Cas-Component Unit-Check Parent Cubes:22 Casement Style Traditional Operation Concealed Locking Hdwr(Encore) Attachment Options Performance Data Dimension Details Standard Moldings C1W Crank Handle&Operator Cover Nailing Flange:No Nailing Flange Not Impact Certified Width:41 114"(1048mm) Triple Sash Contemporary Cover Required U-value:0.27 Height.70 314"(1797mm) Glazing Options Egress Hinge Required Screen Options Visible Transmittance:0.47 Finish Options Heat Smart Double 272 Stainless Steel Hdwr Required STD Aluminum Screen Solar Heat Gain Coefficient:0.27 Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer Hardware Color:Faux Bronze Bronze(Std) Performance Grade:CW-PG50 Int SashiPanel:Natural Wood Black Bar(63)112"(13mm) Less Visible Screen(High Trans) Coastal Sealant Not Required Interior Square Glazing Stops Sub Item: 24-2 oty: 1 Casement/Awning Label:W9- 1ST FL EAST MASTER BEDRM (26) Unit Shape/Build Options Unit Operation/rype Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Awning Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:0.26 Dimension Details Standard Moldings CAN Crank Handle&Operator Cover Screen Options Visible Transmittance:0.45 Callout Code:1107 Double Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient.0.26 Width:41 114"(1048mm) Glazing Options Stainless Steel Hdwr Required Bronze(Std) Performance Grade:LC-PG50 Height.27 9116"(700mm) Heat Smart Double 272 Hardware Color.Faux Bronze Less Visible Screen(High Trans) Finish Options All Panes Tempered Casing Options Miscellaneous Options Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer No Cas-Component Unit-Check Parent Cubes:9 Int Sash/Panel:Natural Wood Black Bar(63)112"(13mm) Coastal Sealant Not Required Interior Square Glazing Stops Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 10 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item: 24-3 Qty: 1 Picture(Direct Set) Label:W9- 1ST FL EAST MASTER BEDRM (27) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 All Panes Tempered Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:23 Visible Transmittance:0.62 Width:31 1/2"(800mm) Black Bar(63)1/2"(13mm) Yes DDS Pricing Solar Heat Gain Coefficient:0.36 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Item: 28 Qty: 1 Mulled Composite Unit Label:W10- 1 ST FL SOUTH MASTER BEDRM See shop drawing 33736-41-01A for dimensions Composite Options Combo Dimension Details Attachment Options �l1 W10-1ST FL SOUTH MASTER Jamb:8 1/4"(210mm) Field Installed Dripflash La BEDRM Finish Options Nailing Flange:Head,Left,Right y® Unit/Unit Frame:Natural Wood 1 1/4"(32MM)Jamb Extension Face .O Number of Sub Units:2 Int Frame:Natural Wood Wood Type Options ® Rectangular(Or Square) Douglas Fir Jamb to Jamb Horz.Mull Casing Options 9 �' as BC Subsill Miscellaneous Options Sub Units Shingle Kerf Not Required 33736-41-01A Picture T Awning and Casement Exterior View Notes: W17A, W17B Sub Item: 28-1 Qty: 1 Picture(Direct Set) Label:W10- 1ST FL SOUTH MASTER BEDRM (29) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Black Stainless Steel Spacer Miscellaneous Options U-value:a26 Dimension Details BlackBar(63)1/2"(13mm) Cubes:25 Visible Transmittance:0.63 Height:70 3/4"(1797mm) Coastal Sealant Not Required Solar Heat Gain Coefficient.a36 Performance Grade:CW-PG40 Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 11 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item: 28-2 Qty: 1 Casement/Awning Label:W10- 1 ST FL SOUTH MASTER BEDRM (30) Unit ShapefBuild Options Unit Operationfrype Glazing Options Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Heat Smart Double 272 Encore Rotogear Nailing Flange:No Nailing Not Impact Certified Awning Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Flange Required U-value:0.26 Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Screen Options Visible Transmittance:0.45 Callout Code:1207 Double Sash Black Bar(63)1/2"(13mm) CAN Crank Handle&Operator STD Aluminum Screen Solar Heat Gain Coefficient: Height:279/16"(700mm) q ( ) Coastal Sealant Not Required Cover Bronze Contemporary Std 0.26 Interior Square Glazing Stops p ry Cover Less Visible Screen(High Performance Grade:LC-PG50 Finish Options Stainless Steel Hdwr Required Trans) Sash:Sash Color Matches Hardware Color:Faux Bronze Frame Color Miscellaneous Options Int Sash/Panel:Natural Wood Casing Options Cubes:11 No Cas-Component Unit-Check Parent Item: 31 Qty: 1 Mulled Composite Unit Label:W11 - 1 ST FL S. MSTR BATH See shop drawing 33736-43-01A for dimensions Composite Options Combo Dimension Details Attachment Options 01 W11-1ST FL S.MSTR BATH Jamb:8 1/4"(210mm) Field Installed Dripflash t193 Unit/Unit Finish Options Nailing Flange:Head,Left,Right Number of Sub Units:2 Frame:Natural Wood 1 1/4"(32MM)Jamb Extension Face ®® Rectangular(Or Square) int Frame:Natural Wood Wood Type Options ®� Jamb to Jamb Horz Mull Casing Options Douglas Fir Sub Units BC Subsill Miscellaneous Options Picture Shingle Kerf Not Required 33736-43-01A Awning and Casement Exterior View Notes: W18A,W18B Fluted Glass Sub Item: 31-1 Qty: 1 Picture(Direct Set) Label:W11 - 1ST FL S. MSTR BATH (32) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Narrow Reeded Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:28 Visible Transmittance:0.63 Height:82 15/16"(2107mm) Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient:0.36 Coastal Sealant Not Required Performance Grade:CW-PG40 . Feb 1,2022 2:08 PM Quote: 101300 Job Name: ARTISAN CONST Tag: 5050 NASSAU POINT 12 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item: 31-2 Qty: 1 Casement/Awning Label:W11 - 1ST FL S. MSTR BATH (33) Unit Shape/Build Options Unit Operationrrype Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Awning Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:0.26 Dimension Details Standard Moldings C/IN Crank Handle&Operator Cover Screen Options Visible Transmittance:0.44 Callout Code:1208 Double Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient:0.26 Height:31 1/2"(800mm) Glazing Options Stainless Steel Hdwr Required Bronze(Std) Performance Grade:LC-PG50 Finish Options Heat Smart Double 272 Hardware Color.Faux Bronze Less Visible Screen(High Trans) Sash:Sash Color Matches Frame Color Narrow Reeded Casing Options Miscellaneous Options Int Sash/Panel:Natural Wood All Panes Tempered No Cas-Component Unit-Check Parent Cubes:12 Black Stainless Steel Spacer Black Bar(63)1/2"(13mm) Coastal Sealant Not Required Interior Square Glazing Stops Item: 34 Qty: 1 Patio/French Patio Door Label:W12- 1ST FL DINING SOUTH See shop drawing 33736-37-01A for dimensions Unit ShapeBuild Options Glazing Options Miscellaneous Options ��� W12-1 ST FL DINING SOUTH Heat Smart Double 272 Cubes:122 4/ Sliding Patio All Panes Tempered 33 736-3 7-0 1A - Rectangular(Or Square) 5 MM Glass Thickness Yes DDS Pricing Douglas Fir Black Stainless Steel Spacer INTERIOR BI-PARTING VISTA VIEW Dimension Details BlackBar(63)1/2"(13mm) SCREEN WP-T wP-T WP-T WP-T Jamb:71/2"(191mm) Coastal Sealant Not Required CUSTOM SIZE KNOCKED DOWN Finish Options Interior Square Glazing Stops AS PER DRAWING Exterior View Hardware Options FIXED PANELS SHIPPED Frame:Natural Wood p SEPARATE Sash:Sash Color Matches Frame 2-Point Automatic Multipoint Hdwr 1 1/4"EXTENSION JAMB Color Miami Handle Performance Data Int Frame:Natural Wood Stainless Steel Hdwr Required Int Sash/Panel:Natural Wood Hardware Color:PVD Bronze Not Impact Certified value:0.27 Unit Operationlfype Key-Thumb Cylinder Visible Transmittance:0.54 O X X O MS Keyed Alike(Key 1) CM/2 Security Foot Locks Solar Heat Gain Coefficient.,0.31 Fixed Slider Performance Grade:UNAVAILABLE Operating Slider Bronze Footlock Operating Slider Door Sill Options Ship Separate Options Fixed Slider Bronze Anodized Aluminum Sill Ship Panel Two Separate Operating Panels Shipped Separate Ship Panel Three Separate P 9 PP P Attachment Options 2 15/16"(75mm)Narrow Stile Field Installed Dripflash 2 7/8"(73mm)Bottom Rail Nailing Flange:Head,Left,Right 5/8"(16MM)Jamb Extension Face Vertical Grain Jamb Extensions Notes: W19,W20,W21,W22 Ship Separate Items: Qty, 1 SERIES 44 PD PANEL 2 DDS Cust Width to 215, Cust. Ht. 114 3116 Qty. 1 SERIES 44 PD PANEL 3 Vista View Screen Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 13 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Item:35 Qty: 1 Mulled Composite Unit Label:W13- 1 ST FL EAST KITCHEN See shop drawing 33736-57-02A for dimensions Composite Options Combo Dimension Details Wood Type Options W13-1 ST FL EAST KITCHEN Jamb:8 1/4"(210mm) Douglas Fir N Unit/Unit Finish Options Miscellaneous Options Number of Sub Units:2 Frame:Natural Wood 33736-57-02A 1. Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing 10 Jamb to Jamb Horz.Mull Casing Options CUSTOM SOLID PANEL BOTTOM „ Sub Units BC Subsill Optional Pricing Picture Shingle Kerf Not Required DDS Item 1 Pricing Awning and Casement Attachment Options Field Installed Dripflash Nailing Flange:Head,Left,Right Exterior View 1 1/4"(32MM)Jamb Extension Face Notes: W23A,W23B DDS Solid Wood Insulated Panel atAW1 Unit Sub Item:35-1 Qty: 1 Picture(Direct Set) Label:W13- 1ST FL EAST KITCHEN (36) Unit Shape/Build Options Dimension Details Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Callout Code:1220 Sash:Sash Color Matches Heat Smart Double 272 No Cas-Component Unit-Check Not Impact Certified Picture(Direct Set)-2019 78 3/4"(2000mm) Frame Color Black Stainless Steel Spacer Parent U-value:0.26 Height.78 3/4"(2000mm) Black Bar(63)1/2"(13mm) Miscellaneous Options Visible Transmittance:0.63 Coastal Sealant Not Required Cubes:27 Solar Heat Gain Coefficient: 0.36 Performance Grade:CW-PG40 Sub Item:35-2 Qty: 1 Casement/Awning Label:W13- 1ST FL EAST KITCHEN (37) Unit Shape/Build Options Unit Operationfrype Glazing Options Casing Options Performance Data Not Impact Certified Fixed Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Awning Style Traditional Operation Black Stainless Steel Spacer Attachment Options U-value:0.26 Dimension Details Standard Moldings Black Bar(63)1/2"(13mm) Nailing Flange:No Nailing Flange Visible Transmittance:0.55 Height.35 11/16"(906mm) Double Sash Coastal Sealant Not Required Required Solar Heat Gain Coefficient:a32 Finish Options Interior Square Glazing Stops Miscellaneous Options Performance Grade:CW-PG50 Sash:Sash Color Matches Frame Color Cubes:13 Int Sash/Panel:Natural Wood Yes DDS Pricing FLAT EXT.FLAT INT.PANEL Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 14 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Item: 38 Qty: 1 Terrace/French Terrace Door Label:W14-1ST FL KITCHEN SOUTH See shop drawing 33736-44-OIA for dimensions Unit ShapeBuild Options Glazing Options Door Sill Options W14-1ST FL KITCHEN SOUTH Heat Smart Double 272 Standard Sill Not Impact Certified All Panes Tempered Standard Outswing Sill Design French Door 6 MM Glass Thickness Bronze Anodized Aluminum Sill .assive Active Outswing Black Stainless Steel Spacer Attachment Options 60T 2 1/4"Panel Black Bar(63)1/2"(13mm) Field Installed Dripflash Rectangular(Or Square) Coastal Sealant Not Required Nailing Flange:Head,Left,Right Douglas Fir Interior Square Glazing Stops 1 1/4"(32MM)Jamb Extension Face Dimension Details Hardware Options Miscellaneous Options Jamb:8 1/4"(210mm) Manual Multfpoint Hardware Cubes:57 FD- FD-T; Finish Options Dallas Handle 33 73 6-4 4-OIA Frame:Natural Wood Hardware Color.Dark Bronze Metallic Yes DDS Pricing Exterior View Sash:Sash Color Matches Frame Concealed Bearing Hinge CUSTOM UNEQUAL PANELS Color Oil Rubbed Bronze Hinge Performance Data Int Frame:Natural Wood Number of Hinges Per Panel:5 Not Impact Certified Int Sash/Panel:Natural Wood Half Thumb Cylinder Performance Grade:UNAVAILABLE Unit Operationrrype Key-Thumb Cylinder X X-R A TD/FD Keyed Alike(Key 1) Ship Separate Options Sill Nose Ship Separate Oper Panels Shipped With Frame 2 15/16"(75mm)Narrow Stile 4 5/16"(110mm)Bottom Rail Notes: W25, W26 Ship Separate Items: Qty: 1 18 SILLNOSE SHIP SEPARATE DDS Custom Unequal panels, outswing 2 114" Divide to Match/Align with W28(Above) Smaller panel left, larger width panel right Item: 39 Qty: 1 Mulled Composite Unit Label:W15-2ND FL KITCHEN WEST. See shop drawing 33736-58-OIA for dimensions Composite Options Combo Dimension Details Wood Type Options gi1 _ W15-2ND FL KITCHEN WEST. Jamb:8 1/4"(210mm) Douglas Fir Unit/Unit Finish Options Miscellaneous Options Number of Sub Units:2 Frame:Natural Wood 33736-58-01A Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing , ® Jamb to Jamb Horz.Mull Casing Options CUSTOM SOLID PANEL BOTTOM Sub Units BC Subsill Optional Pricing Awning and Casement Shingle Kerf Not Required DDS Item f Pricing Awning and Casement Attachment Options Field Installed Dripflash Nailing Flange:Head,Left,Right Exterior View 1 1/4"(32MM)Jamb Extension Face Notes: W26A,W26B DDS solid wood insulated panel at Awl Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tao: 5050 NASSAU POINT 15 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item: 39-1 Qty: 1 Casement/Awning Label:W15-2ND FL KITCHEN WEST. (40) Unit Shape/Build Options Unit Operationfrype Hardware Options Attachment Options Performance Data Not Impact Certified Right Hand Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Casement Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:0.27 Dimension Details Standard Moldings C/W Crank Handle&Operator Cover Screen Options Visible Transmittance:0.47 Callout Code:1220 Triple Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient:0.27 78 3/4"(2000mm) Glazing Options Egress Hinge Required Bronze(Std) Performance Grade:CW-PG30 Height.78 3/4"(2000mm) Heat Smart Double 272 Stainless Steel Hdwr Required Less Visible Screen(High Trans) Finish Options Black Stainless Steel Spacer Hardware Color.Faux Bronze Miscellaneous Options Sash:Sash Color Matches Frame Color Black Bar(63)1/2"(13mm) Casing Options Cubes:27 Int Sash/Panel.Natural Wood Coastal Sealant Not Required No Cas-Component Unit-Check Parent Interior Square Glazing Stops Sub Item:39-2 Qty: 1 Casement/Awning Label:W15-2ND FL KITCHEN WEST. (41) Unit Shape/Build Options Unit Operationfrype Glazing Options Casing Options Performance Data Not Impact Certified Fixed Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Awning Style Traditional Operation Black Stainless Steel Spacer Attachment Options U-value:0.26 Dimension Details Standard Moldings Black Bar(63)1/2yl3mm) Nailing Flange:No Nailing Flange Visible Transmittance:0.55 Height:35 11/16"(906mm) Double Sash Coastal Sealant Not Required Required Solar Heat Gain Coefficient.,0.32 Finish Options Interior Square Glazing Stops Miscellaneous Options Performance Grade:CW-PG50 Sash:Sash Color Matches Frame Color Cubes:13 Int Sash/Panel.Natural Wood Yes DDS Pricing FLAT EXT.FLAT INT.PANEL Item:42 Qty: 1 Mulled Composite Unit Label:W16- 1ST FL WEST KITCHEN See shop drawing 33736-59-01A for dimensions Composite Options Combo Dimension Details Wood Type Options W16-1ST FL WEST KITCHEN Jamb:8 1/4"(210mm) Douglas Fir NS Unit/Unit Finish Options Miscellaneous Options Number of Sub Units:2 Frame:Natural Wood 33 736-59-0 1A �"$ Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing Jamb to Jamb Horz.Mull Casing Options CUSTOM SOLID PANEL BOTTOM Sub Units BC Subsill Optional Pricing i Awning and Casement Shingle Kerf Not Required DDS Item 1 Pricing Awning and Casement Attachment Options Field Installed Dripflash Nailing Flange:Head,Left,Right Exterior View 1 1/4"(32MM)Jamb Extension Face Notes: W27A, W27B \ DDS Solid Wood Insulated Panel at AW!Unit Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST TaB: 5050 NASSAU POINT 16 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted • Sub Item:42-1 Qty: 1 Casement/Awning Label:W16- 1 ST FL WEST KITCHEN (43) Unit Shape/Build Options Unit Operationfrype Hardware Options Attachment Options Performance Data Not Impact Certified Left Hand Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Casement Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:0.27 Dimension Details Standard Moldings CAN Crank Handle&Operator Cover Screen Options Visible Transmittance:0.47 Callout Code:1220 Triple Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient.0.27 78 314"(2000mm) Glazing Options Egress Hinge Required Bronze(Std) Performance Grade:CW-PG30 Height.78 314"(2000mm) Heat Smart Double 272 Stainless Steel Hdwr Required Less Visible Screen(High Trans) Finish Options Black Stainless Steel Spacer Hardware Color.Faux Bronze Miscellaneous Options Sash:Sash Color Matches Frame Color Black Bar(63)1/2"(13mm) Casing Options Cubes:27 Int Sash/Panel:Natural Wood Coastal Sealant Not Required No Cas-Component Unit-Check Parent Interior Square Glazing Stops Sub Item: 42-2 Qty: 1 Casement/Awning Label:W16-1ST FL WEST KITCHEN (44) Unit Shape/Build Options Unit Operationrrype Glazing Options Casing Options Performance Data Not Impact Certified Fixed Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Awning Style Traditional Operation Black Stainless Steel Spacer Attachment Options U-value:0.26 Dimension Details Standard Moldings Black Bar(63)1/2"(13mm) Nailing Flange:No Nailing Flange Visible Transmittance:0.55 Height:35 11116"(906mm) Double Sash Coastal Sealant Not Required Required Solar Heat Gain Coefficient.0.32 Finish Options Interior Square Glazing Stops Miscellaneous Options Performance Grade:CW-PG50 Sash:Sash Color Matches Frame Color Cubes:13 Int Sash/Panel:Natural Wood Yes DDS Pricing FLAT EXT.FLAT INT.PANEL Item:45 Qty: 1 Picture(Direct Set) Label:W17- BEDRM 2.02 W. See shop drawing 33736-45-01A for dimensions Unit Shape/Build Options Glazing Options Miscellaneous Options e(! W 17-BEDRM 2.02 W. Heat Smart Double 272 Cubes:31 $� Not Impact Certified All Panes Tempered 33 73 6-4 5-0 1A 0. Rectangular(Or Square) 4 MM Glass Thickness Performance Data Douglas Fir Black Stainless Steel Spacer Not Impact Certified Picture(Direct Set)-2019 Black Bar(63)1/2"(13mm) U-value:0.26 Dimension Details Coastal Sealant Not Required Visible Transmittance:0.63 Jamb:8 114"(210mm) Casing Options Solar Heat Gain Coefficient.0.36 Finish Options BC Subsill Performance Grade:UNAVAILABLE Frame:Natural Wood Shingle Kerf Not Required PST Sash:Sash Color Matches Frame Attachment Options Color Field Installed Dripflash Exterior View Int Frame:Natural Wood Nailing Flange:Head,Left,Right 1 114"(32MM)Jamb Extension Face Notes: W28A,W28B Pict. Direct Set One Unit Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 17 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Item: 46 Qty: 1 Mulled Composite Unit Label:W18-2ND FL BEDRM 2.02 N. See shop drawing 33736-46-01A for dimensions Composite Options Combo Dimension Details Wood Type Options W18-2ND FL BEDRM 2.02 N. Jamb:8 114"(210mm) Douglas Fir Custom Composite Configuration Finish Options Miscellaneous Options Number of Sub Units:3 Frame:Natural Wood 33 73 6-4 6-0 1A ®�. Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing Jamb to Jamb Horz.Mull Casing Options HIDDEN STEEL Sub Units BC Subsill Optional Pricing Picture Shingle Kerf Not Required DDS Item 1 Pricing Awning and Casement Attachment Options f Awning and Casement Field Installed Dripflash Nailing Flange:Head,Left Right Exterior View 1 114"(32MM)Jamb Extension Face Notes: W29A,W29B, W30 DDS Hidden Steel Sub Item:46-1 Qty: 1 Picture(Direct Set) Label:W18-2ND FL BEDRM 2.02 N. (47) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 All Panes Tempered Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:22 Visible Transmittance:0.63 Width:31 112"(800mm) Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient:0.36 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Sub Item:46-2 Qty: 1 Casement/Awning Label:W18-2ND FL BEDRM 2.02 N. (48) Unit Shape/Build Options Unit Operationfrype Hardware Options Casing Options Miscellaneous Options Not Impact Certified Right Hand Operation Encore Rotogear No Cas-Component Unit-Check Parent Cubes:23 Casement Style Traditional Operation Concealed Locking Hdwr(Encore) Attachment Options Performance Data Dimension Details Standard Moldings CAN Crank Handle&Operator Cover Nailing Flange:No Nailing Flange Not Impact Certified Width:47 114"(1200mm) Triple Sash Contemporary Cover Required U-value:0.27 Height:64 11116"(1643mm) Glazing Options Egress Hinge Required Screen Options Visible Transmittance:0.47 Finish Options Heat Smart Double 272 Stainless Steel Hdwr Required STD Aluminum Screen Solar Heat Gain Coefficient:0.27 Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer Hardware Color:Faux Bronze Bronze(Std) Performance Grade:CW-PG30 Int Sash/Panel:Natural Wood Black Bar(63)1/2"(13mm) Less Visible Screen(High Trans) Coastal Sealant Not Required Interior Square Glazing Stops Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 18 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item:46-3 Qty: 1 Casement/Awning Label: W18-2ND FL BEDRM 2.02 N. (49) Unit ShapefBuild Options Unit Operationfrype Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Awning Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:0.26 Dimension Details Standard Moldings C/W Crank Handle&Operator Cover Screen Options Visible Transmittance:0.45 Callout Code:1207 Double Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient.-0.26 Width:47114"(1200mm) Glazing Options Stainless Steel Hdwr Required Bronze(Std) Performance Grade:LC-PG50 Height.27 9/16"(700mm) Heat Smart Double 272 Hardware Color.Faux Bronze Less Visible Screen(High Trans) Finish Options All Panes Tempered Casing Options- Miscellaneous Options Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer No Cas-Component Unit-Check Parent Cubes:11 Int Sash/Panel:Natural Wood Black Bar(63)1/2"(13mm) Coastal Sealant Not Required Interior Square Glazing Stops Item: 50 Qty: 1 Mulled Composite Unit Label:W19-2ND FL BEDRM 2.05 N. See shop drawing 3373660-01CSAfor dimensions Composite Options Combo Dimension Details Wood Type Options W19-2ND FL BEDRM 2.05 N. Jamb:8 114"(210mm) Douglas Fir Custom Composite Configuration Finish Options Miscellaneous Options Number of Sub Units:3 Frame:Natural Wood 33 73 6-60-0 1 CSA Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing Jamb to Jamb Horz.Mull Casing Options CUSTOM TILT-TURN EGRESS Field Mull Required BC Subsill WINDOW Sub Units Shingle Kerf Not Required HIDDEN STEEL / Awning and Casement Attachment Options HIDDEN STEEL / - T Awning and Casement Optional Pricing � \ Field Installed Dripflash Picture Nailing Flange:Head and Left Only DDS Item 1 Pricing Exterior View 1 114"(32MM)Jamb Extension Face DDS Item 2 Pricing DDS Item 3 Pricing Notes: W32,W31A,W31 B DDS Hidden Steel Field installs with W20 Aligns with PD Below, W3 Custom Tilt-Turn Unit for Egress S2 Sub Item: 50-1 Qty: 1 Casement/Awning Label:W19-2ND FL BEDRM 2.05 N. (51) Unit ShapefBuild Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Awning Style Int Sash/Panel:Natural Wood Black Stainless Steel Spacer Attachment Options U-value:0.26 Dimension Details Unit Operationfrype Black Bar(63)1/2"(13mm) Nailing Flange:No Nailing Flange Visible Transmittance:0.55 Width:54 118"(1375mm) Fixed Coastal Sealant Not Required Required Solar Heat Gain Coefficient.0.31 Height:81 1116"(2059mm) Traditional Operation Interior Square Glazing Stops Miscellaneous Options Performance Grade:CW-PG50 Standard Moldings Cubes:32 Double Sash Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 19 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item:50-2 Qty: 1 Casement/Awning Label:W19-2ND FL BEDRM 2.05 N. (52) Unit ShapefBuild Options Unit Operationfrype Glazing Options Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Heat Smart Double 272 Encore Rotogear Nailing Flange:No Nailing Not Impact Certified Awning Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Flange Required U-value:0.26 Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Screen Options Visible Transmittance:0.45 Width:54 1/8"(1375mm) Double Sash Black Bar(63)1/2"(13mm) C/W Crank Handle&Operator STD Aluminum Screen Solar Heat Gain Coefficient: Height:279/16"(700mm) Coastal Sealant Not Required Contemporary Bronzetemora (Std) 0.26 Interior Square Glazing Stops p ry Cover Less Visible Screen(High Performance Grade:LC-PG50 Finish Options Stainless Steel Hdwr Required Trans) Sash:Sash Color Matches Hardware Color:Faux Bronze Frame Color Miscellaneous Options Int Sash/Panel:Natural Wood Casing Options Cubes:12 No Cas-Component Unit-Check Parent Sub Item:50-3 Qty: 1 Picture(Direct Set) Label:W19-2ND FL BEDRM 2.05 N. (53) Unit ShapefBuild Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 All Panes Tempered Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:42 Visible Transmittance:0.61 Width:54 1/8"(1375mm) Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient:0.35 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Item: 54 Qty: 1 Mulled Composite Unit Label:W20-2ND FL BEDRM 2.05 N. See shop drawing 33736-60-01CSA for dimensions Composite Options Combo Dimension Details Wood Type Options W20-2ND FL BEDRM 2.05 N. Jamb:8 1/4"(210mm) Douglas Fir Custom Composite Configuration Finish Options Miscellaneous Options Number of Sub Units:3 Frame:Natural Wood 33 73 6-60-0 1 CSA Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing Jamb to Jamb Horz.Mull Casing Options CUSTOM TILT-TURN EGRESS Field Mull Required BC Subsill HIDDEN STEEL Sub Units Shingle Kerf Not Required Optional Pricing Picture Attachment Options DDS Item 1 Pricing Awning and Casement Field Installed Dripflash DDS Item 2 Pricing Awning and Casement Nailing Flange:Head and Right Only Exterior View 1 1/4"(32MM)Jamb Extension Face Notes: W33,W34A,W34B DDS Hidden Steel Field Installs with W19 Aligns with PD Below, W3 Custom Tilt-Turn for Egress S1 Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tao: 5050 NASSAU POINT 20 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item:54-1 Qty: 1 Picture(Direct Set) Label:W20-2ND FL BEDRiVI 2.05 N. (55) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 All Panes Tempered Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:42 Visible Transmittance:0.61 Width:54 1/18"(1373mm) Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient:0.35 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Sub Item: 54-2 Qty: 1 Casement/Awning Label:W20-2ND FL BEDRM 2.05 N. (56) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Awning Style Int Sash/Panel:Natural Wood Black Stainless Steel Spacer Attachment Options U-value:0.26 Dimension Details Unit Operationffype Black Bar(63)1/2"(13mm) Nailing Flange:No Nailing Flange Visible Transmittance:0.55 Width:54 1/8"(1375mm) Fixed Coastal Sealant Not Required Required Solar Heat Gain Coefficient.0.31 Height.81 1/16"(2059mm) Traditional Operation Interior Square Glazing Stops Miscellaneous Options Performance Grade:CW-PG50 Standard Moldings Cubes:32 Double Sash Sub Item:54-3 Qty: 1 Casement/Awning Label:W20-2ND FL BEDRM 2.05 N. (57) Unit Shape/Build Options Unit Operationfrype Glazing Options Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Heat Smart Double 272 Encore Rotogear Nailing Flange:No Nailing Not Impact Certified Awning Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Flange Required U-value:0.26 Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Screen Options Visible Transmittance:0.45 Width:54 1/8"(1375mm) Double Sash Black Bar(63)1/2"(13mm) CAN Crank Handle&Operator STD Aluminum Screen Solar Heat Gain Coefcient., Height.27 9/16"(700mm) Coastal Sealant Not Required Cover Bronze(Std) a26 Interior Square Glazing Stops Contemporary Cover Less Visible Screen(High Performance Grade:LC-PG50 Finish Options Stainless Steel Hdwr Required Trans) Sash:Sash Color Matches Hardware Color:Faux Bronze Frame Color Miscellaneous Options Int Sash/Panel:Natural Wood Casing Options Cubes:12 No Cas-Component Unit-Check Parent Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 21 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Item:58 Qty: 1 Mulled Composite Unit Label:W21 -2ND FL BEDRM 2.06 N. Frame Size:78 3/4"(2000mm)x 921/4"(2343mm) Rough Opening:791/2"(2019mm)x 9311/16"(2380mm) Casing Not Required Composite Options Combo Dimension Details Wood Type Options W21-2ND FL BEDRM 2.06 N. Jamb:8 1/4"(210mm) Douglas Fir Custom Composite Configuration Finish Options Miscellaneous Options Number of Sub Units:3 Frame:Natural Wood 33 73 6-4 7-0 1A Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing Jamb to Jamb Horz.Mull HIDDEN STEEL Casing Options Sub Units BC Subsill Optional Pricing Awning and Casement Shingle Kerf Not Required DDS Item 1 Pricing Awning and Casement Attachment Options Picture Field Installed Dripflash Exterior View Nailing Flange:Head,Left,Right 1 1/4"(32MM)Jamb Extension Face Notes: W35,W36A,W36B DDS Hidden Steel Sub Item: 58-1 Qty: 1 Casement/Awning Label:W21 -2ND FL BEDRM 2.06 N. (59) Unit Shape/Build Options Unit Operation/rype Hardware Options Casing Options Miscellaneous Options Not Impact Certified Left Hand Operation Encore Rotogear No Cas-Component Unit-Check Parent Cubes:23 Casement Style Traditional Operation Concealed Locking Hdwr(Encore) Attachment Options Performance Data Dimension Details Standard Moldings C/W Crank Handle&Operator Cover Nailing Flange:No Nailing Flange Not Impact Certified Width:471/4"(1200mm) Triple Sash Contemporary Cover Required U-value:0.27 Height:64 11/16"(1643mm) Glazing Options Egress Hinge Required Screen Options Visible Transmittance:0.47 Finish Options Heat Smart Double 272 Stainless Steel Hdwr Required STD Aluminum Screen Solar Heat Gain Coefficient:0.27 Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer Hardware Color:Faux Bronze Bronze(Std) Performance Grade:CW-PG30 Int Sash/Panel:Natural Wood Black Bar(63)1/2"(13mm) Less Visible Screen(High Trans) Coastal Sealant Not Required Interior Square Glazing Stops Sub Item: 58-2 Qty: 1 Casement/Awning Label:W21 -2ND FL BEDRM 2.06 N. (60) Unit Shape/Build Options Unit Operationfrype Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Awning Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:a26 Dimension Details Standard Moldings CAN Crank Handle&Operator Cover Screen Options Visible Transmittance:0.45 Callout Code:1207 Double Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient:0.26 Width:47 1/4"(1200mm) Glazing Options Stainless Steel Hdwr Required Bronze(Std) Performance Grade:LC-PG50 Height:27 9/16"(700mm) Heat Smart Double 272 Hardware Color:Faux Bronze Less Visible Screen(High Trans) Finish Options All Panes Tempered Casing Options Miscellaneous Options Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer No Cas-Component Unit-Check Parent Cubes:11 Int Sash/Panel:Natural Wood Black Bar(63)1/2"(13mm) Coastal Sealant Not Required Interior Square Glazing Stops Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 22 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item: 58-3 Qty: 1 Picture(Direct Set) Label:W21 -2ND FL BEDRM 2.06 N. (61) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 All Panes Tempered Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:22 Visible Transmittance:0.63 Width:31 112"(800mm) Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient:a36 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Item: 62 Qty: 1 Mulled Composite Unit Label:W22-2ND FL BEDRM 2.06 E.. See shop drawing 33736-61-ODA for dimensions Composite Options Combo Dimension Details Wood Type Options W22-2ND FL BEDRM 2.06 E.. Jamb:8 114"(210mm) Douglas Fir Custom Composite Configuration Finish Options Miscellaneous Options Number of Sub Units:3 Frame:Natural Wood 33736-61-OOA Rectangular(Or Square) In Frame:Natural Wood Yes DDS Pricing Jamb to Jamb Horz.Mull Casing Options HIDDEN STEEL a: Sub Units BC Subsill Optional Pricing Picture Shingle Kerf Not Required DDS Item 1 Pricing Awning and Casement Attachment-Options f .�,\ Awning and Casement Field Installed Dripflash .1 =P3T 59 ^^'T Nailing Flange:Head,Left,Right Exterior View 1 114"(32MM)Jamb Extension Face Notes: W37A,W37B,W38 DDS Hidden Steel Sub Item: 62-1 Qty: 1 Picture(Direct Set) Label:W22-2ND FL BEDRM 2.06 E.. (63) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 All Panes Tempered Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:22 Visible Transmittance:0.63 Width:31 112"(800mm) Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient.0.36 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 23 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item: 62-2 oty: 1 Casement/Awning Label:W22-2ND FL BEDRM 2.06 E.. (64) Unit Shape/Build Options Unit Operationfrype Hardware Options Casing Options Miscellaneous Options Not Impact Certified Right Hand Operation Encore Rotogear No Cas-Component Unit-Check Parent Cubes:20 Casement Style Traditional Operation Concealed Locking Hdwr(Encore) Attachment Options Performance Data Dimension Details Standard Moldings C/W Crank Handle&Operator Cover Nailing Flange:No Nailing Flange Not Impact Certified Width:41 1/4"(1048mm) Triple Sash Contemporary Cover Required U-value:0.27 Height:64 11/16"(1643mm) Glazing Options Egress Hinge Required Screen Options Visible Transmittance:0.47 Finish Options Heat Smart Double 272 Stainless Steel Hdwr Required STD Aluminum Screen Solar Heat Gain Coefficient:0.27 Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer Hardware Color:Faux Bronze Bronze(Std) Performance Grade:CW-PG50 Int Sash/Panel:Natural Wood Black Bar(63)1/2"(13mm) Less Visible Screen(High Trans) Coastal Sealant Not Required Interior Square Glazing Stops Sub Item: 62-3 oty: 1 Casement/Awning Label:W22-2ND FL BEDRM 2.06 E.. (65) Unit Shape/Build Options Unit Operationrrype Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Awning Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:0.26 Dimension Details Standard Moldings CM/Crank Handle&Operator Cover Screen Options Visible Transmittance:0.45 Callout Code:1107 Double Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient:026 Width:41 1/4"(1048mm) Glazing Options Stainless Steel Hdwr Required Bronze(Std) Performance Grade:LC-PG50 Height.27 9/16"(700mm) Heat Smart Double 272 Hardware Color.Faux Bronze Less Visible Screen(High Trans) Finish Options All Panes Tempered Casing Options Miscellaneous Options Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer No Cas-Component Unit-Check Parent Cubes:9 Int Sash/Panel:Natural Wood Black Bar(63)1/2"(13mm) Coastal Sealant Not Required Interior Square Glazing Stops Item:66 Oty: 1 Mulled Composite Unit Label:W23-2ND FL. HALL E. See shop drawing 33736-48-01A for dimensions 4� Composite Options Combo Dimension Details Attachment Options �tq1 W23-2ND FL.HALL E. Jamb:8 1/4"(210mm) Field Installed Dripflash gj6 Unit/Unit Finish Options Nailing Flange:Head,Left,Right Number of Sub Units:2 Frame:Natural Wood 1 1/4"(32MM)Jamb Extension Face 0�. Rectangular(Or Square) In Frame:Natural Wood Wood Type Options Q Jamb to Jamb Horz.Mull Casing Options Douglas Fir s, Sub Units BC Subsill Miscellaneous Options P Picture Shingle Kerf Not Required 33 73 6-4 8-0 1A Awning and Casement �. St AWT Exterior View Notes: W39A, W39B Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 24 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item: 66-1 oty: 1 Picture(Direct Set) Label:W23-2ND FL. HALL E. (67) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Black Stainless Steel Spacer Miscellaneous Options U-value:0.26 Dimension Details BlackBar(63)1/2"(13mm) Cubes:23 Visible Transmittance:0.63 Height.64 11/16"(1643mm) Coastal Sealant Not Required Solar Heat Gain Coefficient.0.36 Performance Grade:CW-PG40 Sub Item: 66-2 Qty: 1 Casement/Awning Label:W23-2ND FL. HALL E. (68) Unit Shape/Build Options Unit Operationtrype Glazing Options Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Heat Smart Double 272 Encore Rotogear Nailing Flange:No Nailing Not Impact Certified Awning Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Flange Required U-value:0.26 Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Screen Options Visible Transmittance:0.45 Callout Code:1207 Double Sash Black Bar(63)1/2"(13mm) C/W Crank Handle&Operator STD Aluminum Screen Solar Heat Gain Coastal Sealant Not Re Coefficient- Height. 279/16"(700mm) q ( )Required Cover Bronze Contemora Std 0.26 Interior Square Glazing Stops p ry Cover Less Visible Screen(High Performance Grade:LC-PG50 Finish Options Stainless Steel Hdwr Required Trans) Sash:Sash Color Matches Hardware Color.Faux Bronze Frame Color Miscellaneous Options Int Sash/Panel:Natural Wood Casing Options Cubes:11 No Cas-Component Unit-Check Parent Item: 69 Qty: 1 Mulled Composite Unit Label:W24-ACCESS TO ROOF TERRACE S. i See shop drawing 33736-49-02A for dimensions Composite Options Unit Operationrrype Miscellaneous Options W24-ACCESS TO ROOF Outswing 33 73 6-4 9-02A TERRACE S. 60T 2 114"Panel Yes DDS Pricing Custom Composite Configuration Door Sill Options HIDDEN STEEL Number of Sub Units:2 Standard Sill CUSTOM WOOD PANEL&TO SILL Rectangular(Or Square) Bronze Anodized Aluminum Sill EXTENSION Jamb to Jamb Horz.Mull Ship Separate Options Attachment Options Sub Units Field Installed Dripllash Sill Nose Ship Separate Picture Nailing Flange:Head,Left,Right Optional Pricing s Terrace Door 1 1/4"(32MM)Jamb Extension Face DDS Item 1 Pricing Combo Dimension Details Wood Type Options DDS Item 2 Pricing Jamb:8 1/4"(210mm) Douglas Fir Exterior View Finish Options Frame:Natural Wood Int Frame:Natural Wood Notes: W40A, W40B DDS Drwg Sidelite Sill Under PS1 Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 25 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item: 69-1 aty: 1 Picture(Direct Set) . Label:W24-ACCESS TO ROOF TERRACE S. (70) Unit ShapeJBuild Options Dimension Details Glazing Options Casing Options Performance Data Not Impact Certified Width:18 114"(464mm) Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Height.,90 314"(2305mm) All Panes Tempered Miscellaneous Options U-value:0.26 Finish Options Black Stainless Steel Spacer Cubes:14 Visible Transmittance:0.63 Sash:Sash Color Matches Frame Color Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient.0.36 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Sub Item: 69-2 Qty: 1 Terrace/French Terrace Door Label:W24-ACCESS TO ROOF TERRACE S. (71) Unit Shape/Build Options Unit Operationrrype Glazing Options Hardware Options Door Sill Options Performance Data Not Impact Certified X-R H Heat Smart Double 272 Manual Multipoint Hardware Standard Sill Not Impact Certified Terrace Door Oper Panels Shipped With All Panes Tempered Dallas Handle Standard Outswing Sill Design Performance Grade: Frame Black Stainless Steel Spacer Hardware Color.Dark Bronze UNAVAILABLE Dimension Details P Casing Options Width:31"(787mm) 2 15116"(75mm)Narrow Stile Black Bar(63)1/2"(13mm) Metallic No Cas-Component Unit-Check Finish Options 4 5/16"(110mm)Bottom Rail Coastal Sealant Not Required Concealed Bearing Hinge Parent Sash:Sash Color Matches Interior Square Glazing Stops Oil Rubbed Bronze Hinge Attachment Options Frame Color Number of Hinges Per Panel.4 Nailing Flange:No Nailing Int Sash/Panel:Natural Wood Key-Thumb Cylinder Flange Required TD/FD Keyed Alike(Key 1) Miscellaneous Options Cubes:23 Sub Item: 69-3 Qty: 1 18 SILLNOSE SHIP SEPARATE (72) Unit Shape/Build Options Dimension Details Door Sill Options Composite Unit Model 47114 Standard Sill 1200 Standard Outswing Sill Design Item:73 Qty: 1 Mulled Composite Unit Label:W25-2ND FL HALL SOUTH See shop drawing 33736-50-01A for dimensions Composite Options Combo Dimension Details Wood Type Options W25-2ND FL HALL SOUTH Jamb:8 114"(210mm) Douglas Fir kk0 Custom Composite Configuration Finish Options Miscellaneous Options Number of Sub Units:3 Frame:Natural Wood 33 73 6-50-0 1A Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing Jamb to Jamb Horz.Mull Casing Options HIDDEN STEEL Field Mull Required BC Subsill HIDDEN STEEL Sub Units Shingle Kerf Not Required Optional Pricing Picture Attachment Options DDS Item 1 Pricing Awning and Casement Field Installed Dripflash DDS Item 2 Pricing Picture Nailing Flange:Head and Left Only Exterior View 1 114"(32MM)Jamb Extension Face Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 26 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Notes: W41A,W41 B, W42 DDS Hidden Steel Field Installs with W26 Aligns with PD Unit Below, W12 Sub Item:73-1 Qty: 1 Picture(Direct Set) Label:W25-2ND FL HALL SOUTH (74) Unit Shape/Build Options Dimension Details Glazing Options Casing Options Performance Data Not Impact Certified Width:54 1/8"(1375mm) Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Height.81 1/16"(2059mm) Black Stainless Steel Spacer Miscellaneous Options U-value:0.26 Finish Options Black Bar(63)1/2"(13mm) Cubes:32 Visible Transmittance:0.62 Sash:Sash Color Matches Frame Color Coastal Sealant Not Required Solar Heat Gain Coefficient.0.36 Performance Grade:CW-PG40 Sub Item: 73-2 City: 1 Casement/Awning Label:W25-2ND FL HALL SOUTH (75) Unit Shape/Build Options Unit Operationffype Glazing Options Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Heat Smart Double 272 Encore Rotogear Nailing Flange:No Nailing Not Impact Certified Awning Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Flange Required U-value:0.26 Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Screen Options Visible Transmittance:0.45 Width:54 1/8"(1375mm) Double Sash Black Bar(63)1/2"(13mm) C/W Crank-Handle&Operator - STD Aluminum Screen Solar Heat Gain Coefficient.- Coastal Sealant Not Required Cover Bronze Std 0.26 Height:279/16"(700mmJ q ( ) t Conemporary Cover Performance Grade:LC-PG50 Finish Options Interior Square Glazing Stops Less Visible Screen(High Sash:Sash Color Matches Stainless Steel Hdwr Required Trans) Frame Color Hardware Color:Faux Bronze Miscellaneous Options Int Sash/Panel:Natural Wood Casing Options Cubes:12 No Cas-Component Unit-Check Parent Sub Item:73-3 City: 1 Picture(Direct Set) Label:W25-2ND FL HALL SOUTH (76) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 All Panes Tempered Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:42 Visible Transmittance:0.61 Width:54 1/8"(1375mm) Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient.0.35 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 27 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Item, 77 Qty: 1 Mulled Composite Unit Label:W26-2ND FL HALL SOUTH See shop drawing 33736-50-01A for dimensions Composite Options Combo Dimension Details Wood Type Options W26-2ND FL HALL SOUTH Jamb:8 1/4"(210mm) Douglas Fir Custom Composite Configuration Finish Options Miscellaneous Options Number of Sub Units:3 Frame:Natural Wood 33736-50-01A Rectangular(Or Square) Int Frame:Natural Wood Yes DDS Pricing Jamb to Jamb Horz.Mull Casing Options HIDDEN STEEL Field Mull Required BC Subsill Optional Pricing Sub Units Shingle Kerf Not Required DDS Item 1 Pricing Picture Attachment Options Picture Field Installed Dripflash ... Awning and Casement Nailing Flange:Head and Right Only Exterior View 1 1/4"(32MM)Jamb Extension Face Notes: W43, W44A, W44B DDS Hidden Steel Field Installs with W25 Aligns with PD Unit Below, W12 Sub Item: 77-1 Qty: 1 Picture(Direct Set) Label:W26 m 2ND FL HALL SOUTH (78) Unit ShapefBuild Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 All Panes Tempered Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:42 Visible Transmittance:0.61 Width:54 1/8"(1375mm) Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient.,0.35 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Sub Item: 77-2 Qty: 1 Picture(Direct Set) Label:W26-2ND FL HALL SOUTH (79) Unit Shape/Build Options Dimension Details Glazing Options Casing Options Performance Data Not Impact Certified Width:54 1/8"(1375mm) Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Height.81 1/16"(2059mm) Black Stainless Steel Spacer Miscellaneous Options U-value:a26 Finish Options BlackBar(63)1/2"(13mm) Cubes:32 Visible Transmittance:0.62 Sash:Sash Color Matches Frame Color Coastal Sealant Not Required Solar Heat Gain Coefficient.0.36 Performance Grade:CW-PG40 Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag:5050 NASSAU POINT 28 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item:77-3 aty: 1 Casement/Awning Label:W26-2ND FL HALL SOUTH (80) Unit Shape/Build Options Unit Operation/Type Glazing Options Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Heat Smart Double 272 Encore Rotogear Nailing Flange:No Nailing Not Impact Certified Awning Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Flange Required U-value:a26 Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Screen Options Visible Transmittance:0.45 Width:54 1/8"(1375mm) Double Sash Black Bar(63)1/2"(13mm) C/W Crank Handle&Operator STD Aluminum Screen Solar Heat Gain Coefficient., Coastal Sealant Not Required Cover Bronze Std a26 Height:279/16"(700mm) 4 ( ) Contemporary Cover Performance Grade:LC-PG50 Finish Options Interior Square Glazing Stops Less Visible Screen(High Stainless Steel Hdwr Required Trans) Sash:Sash Color Matches Hardware Color.Faux Bronze Frame Color Miscellaneous Options Int Sash/Panel:Natural Wood Casing Options Cubes:12 No Cas-Component Unit-Check Parent Item: 81 Qty: 1 Mulled Composite Unit Label:W27-2ND FL. MSTR. BEDRM 2.03 E. See shop drawing 33736-51-01A for dimensions Composite Options Combo Dimension Details Attachment Options W27-2ND FL.MSTR.BEDRM 2.03 Jamb:8 1/4"(210mm) Field Installed Dripflash E. Finish Options Nailing Flange:Head,Left,Right Unit/Unit Frame:Natural Wood 1 1/4"(32MM)Jamb Extension Face ®.®' Number of Sub Units:2 Int Frame:Natural Wood Wood Type Options Rectangular(Or Square) Jamb to Jamb Horz Mull Casing Options Douglas Fir . - BC Subsill Miscellaneous Options Sub Units Shingle Kerf Not Required 33 73 6-5 1-0 1A Awning and Casement Jf/'�•y-\\� Awning and Casement Exterior View Notes: W45A, W45B Sub Item: 81-1 Qty: 1 Casement/Awning Label:W27-2ND FL. MSTR. BEDRM 2.03 E. (82) Unit ShapelBuild Options Unit Operationfrype Hardware Options Casing Options Miscellaneous Options Not Impact Certified Left Hand Operation Encore Rotogear No Cas-Component Unit-Check Parent Cubes:23 Casement Style Traditional Operation Concealed Locking Hdwr(Encore) Attachment Options Performance Data Dimension Details Standard Moldings CAN Crank Handle&Operator Cover Nailing Flange:No Nailing Flange Not Impact Certified Height:64 11/16"(1643mm) Triple Sash Contemporary Cover Required U-value:0.27 Finish Options Glazing Options Egress Hinge Required Screen Options Visible Transmittance:0.47 Sash:Sash Color Matches Frame Color Heat Smart Double 272 Stainless Steel Hdwr Required STD Aluminum Screen Solar Heat Gain Coefficient:a27 Int Sash/Panel:Natural Wood Black Stainless Steel Spacer Hardware Color.Faux Bronze Bronze(Std) Performance Grade:CW-PG30 Black Bar(63)1/2"(13mm) Less Visible Screen(High Trans) Coastal Sealant Not Required Interior Square Glazing Stops Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tao: 5050 NASSAU POINT 29 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item: 81-2 ®ty: 1 Casement/Awning Label:W27-2ND FL. MSTR. BEDRM 2.03 E. (83) Unit Shape/Build Options Unit Operationfrype Glazing Options Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Heat Smart Double 272 Encore Rotogear Nailing Flange:No Nailing Not Impact Certified Awning Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Flange Required U-value:0.26 Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Screen Options Visible Transmittance:0.45 Callout Code:1207 Double Sash Black Bar(63)1/2"(13mm) C/W Crank Handle&Operator STD Aluminum Screen Solar Heat Gain Coefficient: Height:27 9/16"(700mm) Coastal Sealant Not Required Cover Bronze(Sid) 0.26 Contemporary Cover Performance Grade:LC-PG50 Finish Options Interior Square Glazing Stops Less Visible Screen(High Stainless Steel Hdwr Required Trans) Sash:Sash Color Matches Hardware Color:Faux Bronze Frame Color Miscellaneous Options Int Sash/Panel:Natural Wood Casing Options Cubes:11 No Cas-Component Unit-Check Parent Item: 84 Qty: 1 Mulled Composite Unit Label:W28-2ND FL. MSTR. BEDRM 2.03 S. Frame Size:71 25/32"(1823mm)x 92"(2337mm) Rough Opening:7217/32"(1842mm)x 9315/32"(2374mm) Casing Not Required Composite Options Combo DimensionDetails Wood Type Options W28-2N_D FL.MSTR.BEDRM 2.03 Jamb:8 114"(210mm) Douglas Fir S. Finish Options Miscellaneous Options Custom Composite Configuration ® Frame:Natural Wood 33736-52-01A Number of Sub Units:3 Int Frame:Natural Wood Yes DDS Pricing n Rectangular(Or Square) Casing Options HIDDEN STEEL Jamb to Jamb Horz.Mull BC Subsill Optional Pricing Sub Units Shingle Kerf Not Required DDS Item 1 Pricing Picture Awning and Casement Attachment Options Awning and Casement Field Installed Dripflash Exterior View Nailing Flange:Head,Left,Right 1 114"(32MM)Jamb Extension Face Notes: W46A, W46B, W47 DDS Hidden Steel Sub Item: 84-1 Qty: 1 Picture(Direct Set) Label:W28-2ND FL. MSTR. BEDRM 2.03 S. (85) Unit Shape/Build Options Dimension Details Glazing Options Casing Options Performance Data Not Impact Certified Width:30 112"(775mm) Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Height:92 114"(2343mm) All Panes Tempered Miscellaneous Options U-value:0.26 Finish Options Black Stainless Steel Spacer Cubes:21 Visible Transmittance:0.63 Sash:Sash Color Matches Frame Color Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient:0.36 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 30 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item:84-2 Qty: 1 Casement/Awning Label:W28-2ND FL. MSTR. BEDRM 2.03 S. (86) Unit ShapefBuild Options Unit Operationfrype Hardware Options Casing Options Miscellaneous Options Not Impact Certified Right Hand Operation Encore Rotogear No Cas-Component Unit-Check Parent Cubes:20 Casement Style Traditional Operation Concealed Locking Hdwr(Encore) Attachment Options Performance Data Dimension Details Standard Moldings CAN Crank Handle&Operator Cover Nailing Flange:No Nailing Flange Not Impact Certified Width:41 114"(1048mm) Triple Sash Contemporary Cover Required U-value:0.27 Height.64 11116"(1643mm) Glazing Options Egress Hinge Required Screen Options Visible Transmittance:0.47 Finish Options Heat Smart Double 272 Stainless Steel Hdwr Required STD Aluminum Screen Solar Heat Gain Coefficient.,0.27 Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer Hardware Color:Faux Bronze Bronze(Std) Performance Grade:CW-PG50 Int Sash/Panel:Natural Wood Black Bar(63)1/2"(13mm) Less Visible Screen(High Trans) Coastal Sealant Not Required Interior Square Glazing Stops Sub Item:84-3 Qty: 1 Casement/Awning Label:W28-2ND FL. MSTR. BEDRM 2.03 S. (87) Unit Shape/Build Options Unit Operationrrype Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Awning Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:0.26 Dimension Details Standard Moldings CAN Crank Handle&Operator Cover Screen Options Visible Transmittance:0.45 Callout Code:1107 Double Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient.,0.26 Width:41 114"(1048mm) Glazing Options Stainless Steel Hdwr Required Bronze(Std) Performance Grade:LC-PG50 Height:27 9/16"(700mm) Heat Smart Double 272 Hardware Color:Faux Bronze Less Visible Screen(High Trans) Finish Options All Panes Tempered Casing Options Miscellaneous Options Sash:Sash Color Matches Frame Color Black Stainless Steel Spacer No Cas-Component Unit-Check Parent Cubes:9 Int Sash/Panel:Natural Wood Black Bar(63)1/2"(13mm) Coastal Sealant Not Required Interior Square Glazing Stops Item: 88 Qty: 1 Picture(Direct Set) Label:W29-2ND FL. MSTR. BEDRM 2.03 W. See shop drawing 33736-45-01A for dimensions Unit ShapeBuild Options Glazing Options Miscellaneous Options W29-2ND FL.MSTR.BEDRM 2.03 Heat Smart Double 272 Cubes:31 (P W. All Panes Tempered 33736-45-01A Not Impact Certified 4 MM Glass Thickness ® Square) Performance Data '® Rectangular Or 9 ( 4 ) Black Stainless Steel Spacer Not Impact Certified 0 Douglas Fir Black Bar(63)1/2"(13mm) U-value:0.26 Picture(Direct Set)-2019 Coastal Sealant Not Required Visible Transmittance:0.63 Dimension Details Casing Options Solar Heat Gain Coefficient:0.36 Jamb:8 114"(210mm) BC Subsill Performance Grade:UNAVAILABLE Finish Options Shingle Kerf Not Required PST Frame:Natural Wood Attachment Options Sash:Sash Color Matches Frame Field Installed Dripflash Exterior View Color Nailing Flange:Head,Left Right Int Frame:Natural Wood 1 114"(32MM)Jamb Extension Face Notes: W48 Pict. Direct Set One Unit Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Taa:5050 NASSAU POINT 31 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Item:89 Qty: 1 Mulled Composite Unit Label:W30-2ND FL. MSTR. BATH 2.04 W. See shop drawing 33736-53-01A for dimensions N� Composite Options Combo Dimension Details Attachment Options <(1 W30-2ND FL.MSTR.BATH 2.04 W. Jamb:8 1/4"(210mm) Field Installed Dripflash (1t1� Unit/Unit Finish Options Nailing Flange:Head,Left,Right Number of Sub Units:2 Frame:Natural Wood 1 1/4"(32MM)Jamb Extension Face '® Rectangular(Or Square) Int Frame:Natural Wood Wood Type Options ® Jamb to Jamb Horz.Mull Casing Options Douglas Fir Sub Units BC Subsill Miscellaneous Options Picture Shingle Kerf Not Required 33 73 6-53-0 1A le Awning and Casement g A T Exterior View Notes: W49A, W49B Sub Item: 89-1 Qty: 1 Picture(Direct Set) Label:W30-2ND FL. MSTR. BATH 2.04 W. (90) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Narrow Reeded Miscellaneous Options U-value:0.26 Dimension Details Black Stainless Steel Spacer Cubes:23 Visible Transmittance:0.63 Height:64 11/16"(1643mm) Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient:0.36 Coastal Sealant Not Required Performance Grade:CW-PG40 Sub Item: 89-2 Qty: 1 Casement/Awning Label:W30-2ND FL. MSTR. BATH 2.04 W. (91) Unit Shape/Build Options Unit Operationfrype Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Encore Rotogear Nailing Flange:No Nailing Flange Not Impact Certified Awning Style Traditional Operation Concealed Locking Hdwr(Encore) Required U-value:0.26 Dimension Details Standard Moldings C/W Crank Handle&Operator Cover Screen Options Visible Transmittance:0.44 Callout Code:1207 Double Sash Contemporary Cover STD Aluminum Screen Solar Heat Gain Coefficient:0.26 Height:279116"(700mm) Glazing Options Stainless Steel Hdwr Required Bronze(Sid) Performance Grade:LC-PG50 Finish Options Heat Smart Double 272 Hardware Color.Faux Bronze Less Visible Screen(High Trans) Sash:Sash Color Matches Frame Color Narrow Reeded Casing Options Miscellaneous Options lnt Sash/Panel:Natural Wood All Panes Tempered No Cas-Component Unit-Check Parent Cubes:11 Black Stainless Steel Spacer Black Bar(63)1/2"(13mm) Coastal Sealant Not Required Interior Square Glazing Stops Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 32 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Item.: 92 Qty: 1 Terrace/French Terrace Door Label:W31 - BSMT OFFICE 0.02 N. See shop drawing 33736-54-01A for dimensions \�fl Unit Shape/Build Options Glazing Options Attachment Options W31-BSMT OFFICE 0.02 N. Heat Smart Double 272 Field Installed Dripflash Not Impact Certified All Panes Tempered Nailing Flange:Head,Left,Right Terrace Door 5 MM Glass Thickness 1 1/4"(32MM)Jamb Extension Face Outswing Black Stainless Steel Spacer Miscellaneous Options Q 60T 2 1/4"Panel Black Bar(63)1/2"(13mm) Cubes:44 Rectangular(Or Square) Coastal Sealant Not Required 33736-54-01A !� Douglas Fir Interior Square Glazing Stops Yes DDS Pricing ® Dimension Details Hardware Options CUSTOM SIZE PER DRAWING Jamb:12 1/4"(311mm) Manual Multipoint Hardware Performance Data Finish Options Dallas Handle Not Impact Certified Frame:Natural Wood Hardware Color.Dark Bronze Metallic Performance Grade:UNAVAILABLE Exterior View Sash:Sash Color Matches Frame Concealed Bearing Hinge Ship Separate Options Color Oil Rubbed Bronze Hinge Sill Nose Ship Separate Int Frame:Natural Wood Number of Hinges Per Panel.5 Int Sash/Panel.Natural Wood Key-Thumb Cylinder Unit Operationrrype TD/FD Keyed Alike(Key 1) X-R H Door Sill Options Oper Panels Shipped With Frame Standard Sill 2 15/16"(75mm)Narrow Stile Standard Outswing Sill Design 4 5/16"(110mm)Bottom Rail Bronze Anodized Aluminum Sill Notes: W50, DDS Custom Width to 47114" Ship Separate Items: Qty. 1 18 SILLNOSE SHIP SEPARATE Aligns with W7Above Item:93 Qty: 1 Mulled Composite Unit Label:W32- BSMT OFFICE 0.02 E. See shop drawing 33736-55-01A for dimensions Composite Options Combo Dimension Details Attachment Options W32-BSMT OFFICE 0.02 E. Jamb:12 1/4"(311mm) Field Installed Dripflash (P Unit/Unit Finish Options Nailing Flange:Head,Left,Right O Number of Sub Units:2 Frame:Natural Wood 1 1/4"(32MM)Jamb Extension Face Rectangular(Or Square) Int Frame:Natural Wood Wood Type Options Q Jamb to Jamb Horz.Mull Casing Options Douglas Fir Sub Units BC Subsill Miscellaneous Options og Picture Shingle Kerf Not Required 33 73 6-55-0 1A Awning and Casement Exterior View Notes: W51A, W51B Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 33 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item: 93-1 Qty: 1 Picture(Direct Set) Label:W32- BSMT OFFICE 0.02 E. (94) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Black Stainless Steel Spacer Miscellaneous Options Li-value:a26 Dimension Details Black Bar(63)1/2"(13mm) Cubes:33 Visible Transmittance:0.63 Height:70 1/16"(1780mm) Coastal Sealant Not Required Solar Heat Gain Coefficient:0.36 Performance Grade:CW-PG40 Sub Item: 93-2 Qty: 1 Casement/Awning Label:W32- BSMT OFFICE 0.02 E. (95) Unit ShapeBuild Options Unit Operationfrype Glazing Options Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Heat Smart Double 272 Encore Rotogear Nailing Flange:No Nailing Not Impact Certified Awning Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Flange Required U-value:0.26 Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Screen Options Visible Transmittance:0.45 Callout Code:1208 Double Sash Black Bar(63)1/2"(13mm) C/W Crank Handle&Operator STD Aluminum Screen Solar Heat Gain Coefficient. Height:31 1/2"(800mm) Coastal Sealant Not Required Cover Bronze(Std) 0.26 Contemporary Cover Performance Grade:LC-PG50 Finish Options Interior Square Glazing Stops Less Visible Screen(High Stainless Steel Hdwr Required Trans) Sash:Sash Color Matches Hardware Color.Faux Bronze Frame Color Miscellaneous Options Int Sash/Panel:Natural Wood Casing Options Cubes:16 No Cas-Component Unit-Check Parent Item:96 Qty: 1 Mulled Composite Unit Label:W33- BSMT PLAYROOM EAST See shop drawing 33736-56-01A for dimensions Composite Options Unit Operationfrype Wood Type Options W33-BSMT PLAYROOM EAST Outswing Douglas Fir �L Custom Composite Configuration 60T 2 1/4"Panel Miscellaneous Options Number of Sub Units:2 Door Sill Options 33 736-56-0 1A Rectangular(Or Square) Standard Sill Yes DDS Pricing q Jamb to Jamb Horz.Mull Sidelite Sill Required HIDDEN STEEL PY� Sub Units Bronze Anodized Aluminum Sill CUSTOM SIZE TD1 Terrace Door 1 15/32"(37MM) Ship Separate Options Picture Attachment Options Sill Nose Ship Separate Combo Dimension Details Field Installed Dripflash Optional Pricing Jamb:12 1/4" 311mm Nailing Flange:Head,Left Right t ) 9 9 9 DDS Item 1 Pricing Exterior View Finish Options 1 1/4"(32MM)Jamb Extension Face DDS Item 2 Pricing Frame:Natural Wood Int Frame:Natural Wood Notes: W52, W53 DDS Sidelite Sill, Hidden Steel? Feb 1,2022 2:08 PM Quote: 101300 Job Name: ARTISAN CONST Tag: 5050 NASSAU POINT 34 -of- 37 Loewen Proposes to)Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item:96-1 Qty: 1 Terrace/French Terrace Door Label:W33- BSMT PLAYROOM EAST (97) Unit Shape/Build Options Unit OperationfType Glazing.Options Hardware Options Door Sill Options Performance Data Not Impact Certified X-L H Heat Smart Double 272 Manual Multipoint Hardware Standard Sill Not Impact Certified Terrace Door Oper Panels Shipped With All Panes Tempered Dallas Handle Standard Outswing Sill Design Performance Grade: Dimension Details Frame Black Stainless Steel Spacer Hardware Color.Dark Bronze Casing Options UNAVAILABLE Width:41 1/4"(1048mm) 2 15/16"(75mm)Narrow Stile Black Bar(63)1/2"(13mm) Metallic No Cas-Component Unit-Check Finish Options 4 5/16"(110mm)Bottom Rail Coastal Sealant Not Required Concealed Bearing Hinge Parent Sash:Sash Color Matches Interior Square Glazing Stops Oil Rubbed Bronze Hinge Attachment Options Frame Color Number of Hinges Per Panel:5 Nailing Flange:No Nailing Int Sash/Panel:Natural Wood Key-Thumb Cylinder Flange Required TD/FD Keyed Alike(Key 1) Miscellaneous Options Cubes:42 Sub Item: 96-2 Qty: 1 Picture(Direct Set) Label:W33-BSMT PLAYROOM EAST (98) Unit Shape/Build Options Dimension Details Glazing Options Casing Options Performance Data Not Impact Certified Width:31 1/2"(800mm) Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Height:101 5/32"(2569mm) All Panes Tempered Miscellaneous Options U-value:0.26 Finish Options Black Stainless Steel Spacer Cubes:32 Visible Transmittance:0.62 Sash:Sash Color Matches Frame Color Black Bar(63)1/2"(13mm) Solar Heat Gain Coefficient.0.36 Coastal Sealant Not Required Performance Grade:UNAVAILABLE Sub Item: 96-3 Qty: 1 18 SILLNOSE SHIP SEPARATE (99) Item: 100 Qty: 1 Mulled Composite Unit Label:W34-BSMT PLAYROOM SOUTH See shop drawing 33736-55-01A for dimensions (P Composite Options Combo Dimension Details Attachment Options W34-BSMT PLAYROOM SOUTH Jamb:12 1/4"(31 1 mm) Field Installed Dripflash �y Unit/Unit Finish Options Nailing Flange:Head,Left Right ® Number of Sub Units:2 Frame:Natural Wood 1 1/4"(32MM)Jamb Extension Face Rectangular(Or Square) Int Frame:Natural Wood Wood Type Options Jamb to Jamb Horz.Mull Casing Options Douglas Fir Sub Units BC Subsill Miscellaneous Options r Picture Shingle Kerf Not Required 33736-55-01A Awning and Casement Exterior View Notes: W54A, W54B Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 35 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted Sub Item: 100-1 Qty: 1 Picture(Direct Set) Label:W34-BSMT PLAYROOM SOUTH (101) Unit Shape/Build Options Finish Options Glazing Options Casing Options Performance Data Not Impact Certified Sash:Sash Color Matches Frame Color Heat Smart Double 272 No Cas-Component Unit-Check Parent Not Impact Certified Picture(Direct Set)-2019 Black Stainless Steel Spacer Miscellaneous Options U-value:0.26 Dimension Details BlackBar(63)1/2"(13mm) Cubes:33 Visible Transmittance:0.63 Height.70 1/16"(1780mm) Coastal Sealant Not Required Solar Heat Gain Coefficient:0.36 Performance Grade:CW-PG40 Sub Item: 100-2 Qty: 1 Casement/Awning Label:W34- BSMT PLAYROOM SOUTH (102) Unit Shape/Build Options Unit Operationrrype Glazing Options Hardware Options Attachment Options Performance Data Not Impact Certified Awning Operation Heat Smart Double 272 Encore Rotogear Nailing Flange:No Nailing Not Impact Certified Awning Style Traditional Operation All Panes Tempered Concealed Locking Hdwr Flange Required U-value:0.26 Dimension Details Standard Moldings Black Stainless Steel Spacer (Encore) Screen Options Visible Transmittance:0.45 Callout Code:1208 Double Sash Black Bar(63)1/2"(13mm) C/W Crank Handle&Operator STD Aluminum Screen Solar Heat Gain Coefficient. q Height:31 1/2"(800mm) Coastal Sealant Not Required Cover Bronze(Std) 0.26 Interior Square Glazing Contemporary ing Stops p ry Cover Less Visible Screen(High Performance Grade:LC-PG50 Finish Options Sash:Sash Color Matches Stainless Steel Hdwr Required Trans) Frame Color Hardware Color:Faux Bronze Miscellaneous Options Int Sash/Panel:Natural Wood Casing Options Cubes:16 No Cas-Component Unit-Check Parent Item: 103 Qty: 1 Jobsite Delivery Charge(net) Label: SHIPPING & HANDLING Jobsite Delivery Options SHIPPING&HANDLING Item: 104 Qty: 1 Miscellaneous Charge(list) Label: CUSTOM SUBSILL Miscellaneous Charge Options CUSTOM SUBSILL 33736-18 Notes: Tooling&Set-Up Charge Note: Structural support may be required around and between mulled units. The size and type to be determined by a structural engineer. Prices are subject to change without notice. Please review and report any errors or changes immediately. Loewen, at its sole discretion, will seek to accommodate changes to orders that have been submitted. All changes requested after submission will be subject to additional charges as determined by Loewen. There will be instances where changes to an order in progress will not be possible. Load dates may be modified due to the changes requested. Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 36 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted All quotes and orders that meet any of the following criteria must be approved by Loewen prior to quotation . or bid submittal by dealer: (i) valued at over $300,000 Net Loewen sell price, or (ii) for Commercial building projects, or (iii) with specification for product performance and/or on-site testing Loewen reserves the right to require special terms-and conditions on sales of these projects or to decline them outright. Loewen shall have no liability of any kind for any losses or damages due to any delays in fulfilling orders, delays in meeting delivery dates or delays in shipping, or any losses or damages resulting from causes beyond the immediate and direct control of Loewen. Feb 1, 2022 2:09 PM Feb 1,2022 2:08 PM Quote: 101300 Job Name:ARTISAN CONST Tag: 5050 NASSAU POINT 37 -of- 37 Loewen Proposes to Furnish The Products Within This Quote-Errors and Omissions Excepted d l � WALLTITE US®SERIES BUILDING ENVELOPE INSULATION ICC-ES ESR-2642, INTERTEK CCRR-1031 GENERAL INFORMATION: Foam plastic materials installed in walls or ceilings may present a fire hazard unless protected by an ap rev d fire-resistant thermal barrier with a finish WALLTITE US is a spray polyurethane foam (SPF) system intended for rating of not less an minutes require y uI in —Rim installation by qualified contractors trained in the processing and application joisfs9ff d�, accor ance with t e an , may not require of SPF systems, as well as the plural-component polyurethane dispensing additional protection. Foam plastic must also be protected against ignition by equipment required to do so. Contractors and applicators must comply with code prescribed or properly tested materials in attics and crawl spaces. See all applicable and appropriate storage, handling, processing and safety relevant Building Codes and www.iccsafe.org for more information. guidelines. BASF technical service personnel should be consulted in all cases where application conditions are questionable. In addition to reading and understanding the SDS, all contractors and applicators must use appropriate respiratory,skin and eye Personal Protective WALLTITE US has an estimated theoretical yield range of 4,200-4,800 board Equipment (PPE) when handling and processing polyurethane chemical feet per set. Actual yield performance can be in excess of or below the systems. Personnel should review the following documents published by Spray referenced estimated theoretical range based on factors affecting density Polyurethane Foam Alliance(SPFA):AX-171 Course 101-R Chapter 1: Health, including, however, not limited to: multiple lifts,substrate texture,substrate Safety and Environmental Aspects of Spray Polyurethane Foam and Coverings temperature, overspray loss, windy conditions, altitude, container residue, www.spraypolyurethane.org equipment characteristics & temperatures, applicator technique, etc. For help estimating yield for this and other spray foams, please consult Spray Also,the following document is available from the Center for the Polyurethanes Polyurethane Foam Alliance's SPFA-121 SPF Estimating Reference Guide. Industries (CPI): Model Respiratory Protection Program for Compliance with CAUTIONS AND RECOMMENDATIONS: the Occupational Safety and Health Administrations Respiratory Protection Program Standard 29 C.F.R.§1910.134 WALLTITE US is designed for an application rate of%inch minimum to 2. inches maximum per pass. Once installed and material has cooled it is As with all SPF systems, improper application techniques should be avoided. possible to add additional applications in order to increase the overall Examples of improper application techniques include, but are not limited to installed thickness of SPF. Thicker installations are allowed based on large excessive thickness of SPF„off-ratio material and spraying into or under rising scale testing. Please see ESR-2642 for additional information. This SPF. Potential results of improperly installed SPF include: dangerously high application procedure is in compliance with the Spray Polyurethane Foam reaction temperatures that may result in fire and offensive odors that may or Alliance(SPFA). may not dissipate. Impropenv installed SPF must be removed and replaced with properly installed materials. WALLTITE US is NOT designed for use as an EXTERIOR roofing system. BASF offers a separate line of products for exterior roofing applications. For more information,please contact your sales representative. LARGE MASSES of SPF should be removed to an outside safe area,cut into smaller pieces and allowed to cool before discarding into an appropriate trash Cold-storage structures such as coolers and freezers demand special design receptacle. considerations with regard to thermal insulation and moisture-vapor drive. WALLTITE US should NOT be installed in these types of constructions SPF insulation is combustible. High-intensity heat sources such as welding or unless the structure was designed by a design professional for specific use cutting torches must not be used in contact with or in close proximity to as cold storage. WALLTITE US or any polyurethane foam.The insulation must not be used in areas that have a maximum service temperature greater than 180°F(82°C). WALLTITE US is designed for installation in most standard construction configurations using common materials such as wood and wood products, metal and concrete.WALLTITE US has performed successfully when SHELF LIFE AND STORAGE CONDITIONS: sprayed onto wood substrates down to 20°F using special cold weather WALLTITE US Series has a shelf life of approximately six(6)months from the application techniques.For heat sink-materials such as metal concrete, date of manufacture when stored in original,unopened containers at 50-80°F. pass methodd..BASF recommends the use of mock ups orr sample using spray WALLTITE can be sprayed onto substrates down to sing a flash As with all industrial chemicals this material should be stored in a covered, before starting the full-scale project.This will provide er opportunity to see secure location and never in direct sunlight. Storage temperatures above the recommended range will shorten shelf life. Storage temperatures above the how all materials are installed and evaluate their properties prior to proceeding. recommended range may also result in elevated headspace pressure within packages. EQUIPMENT SETTING GUIDELINES LIMITED WARRANTY INFORMATION-PLEASE READ CAREFULLY: Climate Aside,B side,Hose Temp Proportioner set pressure Adjust in+/-5°increments) (spraying pressure) The information herein is to assist customers in determining whether our products are suitable for their applications. Our products are only intended for Colder 120°F-130°F 1150-1450 psi(soo-1200 psi) sale to industrial and commercial customers. Customer assumes full responsibility for quality control, testing and determination of suitability of Warmer 110°F-125°F 1150-1450 psi(900-1200 psi) products for its intended application or use. We warrant that our products will meet our written liquid component specifications. We make no other warranty of any kind,either express or implied,by fact or law,including any warranty of merchantability or fitness for a particular purpose. Our total liability and customers' exclusive remedy for all proven claims is replacement of nonconforming product and in no event shall we be liable for any other damages. While descriptions,designs,data and information contained herein are presented in good faith and believed to be accurate,they are provided for guidance only. Because many faders may affect processing or application/use,BASF recommends that the reader make tests to determine the suitability of a product for a particular purpose prior to use. No warranties of any kind,either expressed or implied,including warranties of merchantability or fitness for a particular purpose,are made regarding products described or designs,data or information set forth,or that the products,designs,data or information maybe sued without infringing the intellectual property rights of others. In no case shall the descriptions, information,data or designs provided be considered apart of BASF's terms and conditions of sale. Further the descriptions,designs,data,and information furnished by BASF hereunder are given gratis and BASF assumes no obligation or liabiity for the description,designs,data or information given or results obtained,all such being given and accepted at the(eaders risk. Revision Date: July 19,2017 Warning:These products can be used to prepare a variety of pdyurethane products.Polyurethanes are organic materials and must be Page 2 Of 2 considered combustible. 1 's()!�o [AC,SSaM Pi- e4 "q L40 O ■ BASF Technical Data Sheet We create chemistry d WALLTITE° US Series Seat an &icbarrier Insulate BUILDING ENVELOPE INSULATION AIR BARRIER �s6��I with [CC-ES ESR-2642, Intertek CCRR-1031 ciat of -,; ENERGYSTAIII alnetica DESCRIPTION: ADDITIONAL TESTING,APPROVALS 8r CERTIFICATIONS: WALLTITE US is a two-component closed-cell spray polyurethane foam system utilizing an EPA-approved,zero ozone-depleting blowing agent.It is designed for • ASTM E 84(Class 1)with Product Listing(3)(4) use in commercial construction insulation air barrier system applications. • NFPA 285 complying assemblies available WALLTITE US is compatible with most common construction materials,but can only be processed with ELASTOSPRAY®8000A Isocyanate. The benefits of • Fire Resistant assemblies available WALLTITE US include: • ICC-ES Evaluation Report ESR-2642;including Seal&Insulate with ENERGY STAR®Supplement • Superior insulation •Non-fibrous • INTERTEK Code Compliance Research Report CCRR-1031 • Controls moisture infiltration •Structural enhancement • Controls air infiltration • ASTM C 1029—Compliant with requirements for Type II foams • AIR PERMEANCE and AIR LEAKAGE REACTIVITIES AVAILABLE AMBIENT TEMPERATURE RANGE PROPERTY METHOD WALLTITE US WALLTITE US W 20°F to 65°F Air Permeance ASTM E 2178 0.0003 (UeM2 WALLTITE US.R 60°F to 120°F Air Leakage @ 75 Pa 4P) @ 1.27 inch WALLTITE US alone ASTM E 283 <0.005 (Us'm2 @ 75 Pa AP) @ 1.0 inch WALLTITE US on Masonry wall ASTM E 2357 0.0076 (Us'm2 @ 75 Pa AP) @1.35 inch WALLTITE US on LGMF wall ASTM E 2357 0.0086 TYPICAL PROPERTIES(') (Us'm2 @ 75 Pa AP) @1.24 inch PROPERTY METHOD WALLTITE US • Thickness is not limited when installed behind a code-prescribed thermal Resin: barrier(per ICC-ES AC377) Specific Gravity @ 70°F ASTM D 1638 1.175 • Approved for Attics&Crawl Spaces Installations with and without prescriptive Viscosity @ 70°F(cps) Brookfield 500 ignition barriers per ICC-ES AC377,Appendix A1.2.2 and Appendix X • Air Barrier Association of America (ABAA) Listed Material (ABAA Model Cured Foam: Specification 07263) Density,core(pcf @ 2"lifts) ASTM D 1622 2.0—2.3 • Listed with California Bureau of Electronic and Appliance Repair, Home Thermal Resistance(aged) Furnishings and Thermal Insulation k-factor(Btu in/ft2 hr°F) ASTM C 518 0.149 @ 1-in thick • GREENGUARD and GREENGUARD Gold Certification for VOC emissions 0.145 @ 4-in thick R-value(ft2 hr°F/Btu in)(2) Calculated 6.7/in @<4-in thick • Meets the requirements of CDPH Section 01350 for VOC emissions and formaldehyde Compressive Strength(psi) ASTM D 1621 26'!_5/aA 6.9/in @>_% thick • Mold resistant per ASTM C1338—"Pass"rating(no growth) Water Vapor Transmission— ASTM E 96 1.39 Permeability(perm-inch) Odor level of spray polyurethane foam is dependent on proper application using Water Vapor Transmission— ASTM E 96 1.39 @ 1"thickness the recommended processing parameters and proper ventilation. Permeance(perms) 0.70 @ 2"thickness Please contact your local Sales or Technical Representative for specific questions 0.46 @ 3"thickness regarding WALLTITE US properties,approvals,or certifications. 0.35 @ 4"thickness Water Absorption(vol%) ASTM D 2842 0.60 Tensile Strength(psi) ASTM D 1623 62.4 e C coed These ysical propertyvalues SPF performance and actual cal physical propertial es will peed at our derelc s in application under(i.e.a controlled g (p ) (Type ) performance physical properties will vary with differences in application(i.e.ertlbient Response to Thermal and condilbre,process equipment aril settings,material throughput,etc). As a result,these published properties Aging %linear change) should be used as guidelines solety for the purpose of evaluation. Physical property specifications should be Humid A g g( g ) determined from actual production material. 158°F/97%RH/168 hrs ASTM D 2126 4.9 The above data was collected from samples prepared using equipmem confgumtions pertinent to lab conditions. Closed Cell Content(%) ASTM D 6226 98 Parameters can be obtained upon request by calling 800-706-1712. Surface Burning Characteristics (2)The data chart shows the R-value of this insulation.'R'means resistance to heat Flow.The higher the R-value, Flame Spread Index(3) ASTM E 84 <25 the greater the insulating power.Compare Insulation R-values before you buy.There are other factors to consider. SmokeDevelo Developed ASTM 5450 The amount of insulation will depend upon the dimale,the type and simof your slruclum,and the fuel use patterns. p If you buy too much insulation it will cost you more than what you will save on fuel. To achieve proper R-values,it The coefficient of thermal expansion varies between 3x10-5 and 4x10-411K or is esse tial that the insulation be installed properly. 1.5x10-5 and 2x10-41/°F.The lower end of the range relates to closed-cell (3)This numerical flame spread rating does not reflect hazards presented by this or ary other material under actual fire conditions. Polyurethane foam systems should not be left exposed and must be protected by a minimum 15- SPF while the higher values were reported for Open-Cell foams. minute thermal barrier orot er code-compliant material as allowed by applicable building code(s)and Code Officials. i Building Codes provide guidelines representing minimum requirements. Further Information is available at www.1cc9afe.orc. Consult all Authorifies Having Jurisdiction(AM)over an area for additional or specific requirements prior to beginning any project. (4)ASTM E 84 is a test designed for sample thickness up to four(4)inches.NFPA 286 is a budding code recognized alternative test conducted on large-scale assemblies to evaluate foam thickness in excess of four(4)inches as Permitted In 2012 IBC Section 2603.10;2006&2009 IBC Section 2603.9;2009&2012 IRC Section R316.6;2006 IRC ioq$314.16. BASF Corporation L— 1 1703 Crosspoint Avenue Houston,TX 77054 Revision Date: July`19,2017 JUN - 2 2023 (800)706-0712 www.spf.basf.com Page 1 of 2 �' `. i'. g ... WALLTITE US®SERIES BUILDING ENVELOPE INSULATION IMES ESR-2642, INTERTEK CCRR-1031 GENERAL INFORMATION: Foam plastic materials installed in walls or-ceilings may present a fire hazard unless protected by an ap rov d fire-resistant thermal barrier with a finish WALLTITE US is a spray polyurethane foam (SPF) system intended for rating of not less an minutes require y ui in im installation by qualified contractors trained in the processing and application lots 5, accor ance with t e . an IBC, may not require of SPF systems, as well as the plural-component polyurethane dispensing additional protectjon.AEoam-nlactic_rntlstalRt-a_hA..rcotected against ignition by equipment required to do so. Contractors and applicators must comt_"' . �s and crawl spaces. See all applicable and appropriate storage, handling, processing and re information. guidelines. BASF technical service personnel should be consult cases where application conditions are questionable. DS, all contractors and d eye Personal Protective WALLTITE US has an estimated theoretical yield range of 4,200-4,80 polyurethane chemical feet per set. Actual yield performance can be in excess of or beE ments published by Spray referenced estimated theoretical range based on factors affecting 9.. r� 101-R Chapter 1: Health, including, however, not limited to: multiple lifts,substrate texture,sts 4 ;-. bane Foam and Coverings temperature, overspray loss, windy conditions, altitude, container ; equipment characteristics & temperatures, applicator technique, e' helpestimating yield for this and others spray foams lease consul g y p y p inter for the Polyurethanes Polyurethane Foam Alliance's SPFA-121 SPF Estimating Reference. `"_ r" ''' �" t ' tram for Compliance with CAUTIONS AND RECOMMENDATIONS: s Respiratory Protection WALLTITE US is designed for an application rate of Yz inch minimuE inches maximum per pass. Once installed and material has cool+ liques should be avoided. possible to add additional applications in order to increase the Ye, but are not limited to installed thickness of SPF. Thicker installations are allowed based o`" .raying into or under rising scale testing. Please see ESR-2642 for additional informations �Iclude: dangerously high application procedure is in compliance with the Spray Polyurethane' ensiv�s that may or Alliance(SPFA). 1. �e removed and replaced WALLTITE US is NOT designed for use as an EXTERIOR roofings • BASF offers a separate line of products for exterior roofing applications:'For more information, please contact your sales representative. LARGE MASSES of SPF should be removed to an outside safe area,cut into smaller pieces and allowed to cool before discarding into an appropriate trash Cold-storage structures such as coolers and freezers demand special design receptacle. considerations with regard to thermal insulation and moisture-vapor drive. WALLTITE US should NOT be installed in these types of constructions SPF insulation is combustible. High-intensity heat sources such as welding or unless the structure was designed by a design professional for specific use cutting torches must not be used in contact with or in, close proximity to as cold storage. WALLTITE US or any polyurethane foam. The insulation must not be used in areas that have a maximum service temperature greater than 180°F(82°C). WALLTITE US is designed for installation in most standard construction configurations using common materials such as wood and wood products, metal and concrete.WALLTITE US has performed successfully when SHELF LIFE AND STORAGE CONDITIONS: sprayed onto wood substrates down to 20°F using special cold weather application techniques.For heat sink-materials such as metal or concrete, WALLTITE Series has a shelf life of approximately six months from the WALLTITE US can be sprayed onto substrates down to 30°F,using a flash date of manufacture when stored in original, unopened containers iners at 50-80°F. pass method.BASF recommends the use of mock ups or sample spray As with all industrial chemicals this material should be stored in a covered, before starting the full-scale project.This will provide an opportunity to see secure location and never in direct sunlight. Storage temperatures above the how all materials are installed and evaluate their properties prior to recommended range will shorten shelf life. Storage temperatures above the proceeding. recommended range may also result in elevated headspace pressure within packages. EQUIPMENT SETTING GUIDELINES LIMITED WARRANTY INFORMATION-PLEASE READ CAREFULLY: Climate A side,B side,Hose Temp Proportioner set pressure The Information herein is to assist customers in determining Adjust in+/-5'increments) (spraying pressure) 9 whether our products are suitable for their applications. Our products are only intended for Colder 120°F-130°F 1150-1450 psi(900-1200 psi) sale to industrial and commercial customers. Customer assumes full responsibility for quality control, testing and determination of suitability of Warmer 110°F-125°F 1150-1450 psi(900-1200 psi) products for its intended application or use. We warrant that our products will meet our written,liquid component specifications. We make no other warranty of any kind, either express or implied, by fact or law,including any warranty of merchantability or fitness for a particular purpose. Our total liability and customers' exclusive remedy for all proven claims is replacement of nonconforming product and in no event shall we be liable for any other damages.- While descriptions,designs,data and information contained herein are presented in good faith and believed to be accurate,they are provided for guidance only. Because many factors may affect processing or application/use,BASF recommends that the reader make tests to determine the suitability of a product for a particular purpose prior to use. No warranties of any kind,either expressed or implied,including warranties of merchantability or fitness for a particular purpose,are made regarding products described or designs,data or information'set forth,or that the products,designs,data or information may be sued without infringing the intellectual property rights of others. In no case shall the descriptions, information,data or designs provided be considered a part of BASF's terms and conditions of sale. Further the descriptions,designs,data,and information furnished by BASF hereunder are given gratis and BASF assumes no obligation or liabiity for the description,designs,data or information given or results obtained,all such being given and accepted at the readers risk. Revision Date: July 19,2017 Warning:These products can be used to prepare a variety of pdyurethane products. Polyurethanes are organic materials and must be considered combustible. Page 2 of 2 Bunch, Connie From: Bunch, Connie Sent: Friday,June 2, 2023 8:55 AM To: 'Jaimie Bishop' Subject: RE: 5050 Nassau Pt Good Morning, John reviewed the paperwork you sent me and said to provide the ICC-ES evaluation for the thermal barrier requirement R316.4. Happy Friday, Connie From:Jaimie Bishop<jb@artisancai.com> Sent:Thursday,June 1, 2023 2:05 PM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Subject: Re: 5050 Nassau Pt Great,thank you. Regards, Jaimie Bishop PLEASE NOTE OUR NEW MAILING ADDRESS BELOW ARTISAN CONSTRUCTION ASSOCIATES,INC 508 Main Road,Unit 3,Riverhead,NY 11901 p.1.631.808.3323 x1103 f. 1.631.808.3324 mobile 1.631.807.9507 artisaneastend.com On Thu,Jun 1, 2023 at 2:04 PM Bunch, Connie<Connie.Bunch @town.southold.ny.us>wrote: Received, I will give this to the building inspector. Connie From:Jaimie Bishop<ib@artisancai.com> Sent:Thursday,June 1, 2023 8:55 AM To:Jarski,John<iohnj@southoldtownny.gov> Cc: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Subject:5050 Nassau Pt i Bunch, Connie From: Jaimie Bishop <jb@artisancai.com> Sent: Thursday,June 1, 2023 8:55 AM To: Jarski,John Cc: Bunch, Connie Subject: 5050 Nassau Pt Attachments: WALLTITE_+XL01+RESIN_000000000030752154_SDS_GEN_CA_en_3-0 (1).pdf John, I know you did a final inspection for per it#47420 5050 Nassau Point Rd on Tuesday and requested DC315 fire retardant on the exposed spray foam in the craw space. The insulation contractor sent over the specs for the spray foam, as it is listed as non-flammable . Please let me know if this satisfies the requirement or if they still need to add the fire retardant barrier. Regards, Jaimie Bishop PLEASE NOTE OUR NEW MAILING ADDRESS BELOW ARTISAN CONSTRUCTION ASSOCIATES,INC 508 Main Road,Unit 3,Riverhead,NY 11901 p. 1.631.808.3323 x1103 f. 1.631.808.3324 mobile 1.631.807.9507 artisaneastend.com ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. C <� r JUN - 1 2023 -- EZOZ L - Nnr • 1 0 ■ BASF We create chemistry Safety Data Sheet WALLTITE® XL01 RESIN Revision date:2022/04/20 Page: 1/13 Version:3.0 (30752154/SDS_GEN_CA/EN) 1. Identification Product identifier used on the label WALLTITE® XL01 RESIN Recommended use of the chemical and restriction on use Recommended use": polyurethane component; industrial chemicals Suitable for use in industrial sector: Polymers industry; chemical industry Unsuitable for use: Uses other than recommended `The"Recommended use"identified for this product is provided solely to comply with a Federal requirement and is not part of the seller's published specification.The terms of this Safety Data Sheet(SDS)do not create or infer any warranty,express or implied,including by incorporation into or reference in the seller's sales agreement. Details of the supplier of the safety data sheet Company: BASF Canada Inc. 5025 Creekbank Road Building A, Floor 2 Mississauga, ON, L4W 0136, CANADA Telephone: +1 289 360-1300 Emergency telephone number 24 Hour Emergency Response Information C H E MTREC: 1-800-424-9300 BASF HOTLINE: (800)454-COPE(2673) Other means of identification Chemical family: Preparation based on: polyol,catalyst,additives Synonyms: Urethane System Resin Component 2. Hazards Identification According to Hazardous Products Regulations(HPR)(SOR/2015-17) Classification of the product Eye Dam./Irrit. 2A Serious eye damage/eye irritation Skin Sens. 1 Skin sensitization Carc. 2 Carcinogenicity STOT RE 2 (oral) Specific target organ toxicity—repeated Safety Data Sheet WALLTITE® XLO1 RESIN Revision date :2022/04/20 Page:2/13 Version:3.0 (30752154/SDS_GEN_CA/EN) exposure Repr. 2 (unborn child) Reproductive toxicity Aquatic Acute 3 Hazardous to the aquatic environment-acute Label elements Pictogram: Signal Word: Warning Hazard Statement: H319 Causes serious eye irritation. H317 May cause an allergic skin reaction. H351 Suspected of causing cancer. H361 Suspected of damaging the unborn child. H373 May cause damage to organs(Kidney)through prolonged or repeated exposure(oral). H402 Harmful to aquatic life. Precautionary Statements(Prevention): P280 Wear protective gloves, protective clothing and eye protection or face protection. P201 Obtain special instructions before use. P260 Do not breathe mist or vapour or spray. P280 Wear eye protection. P202 Do not handle until all safety precautions have been read and understood. P273 Avoid release to the environment. P272 Contaminated work clothing should not be allowed out of the workplace. P264 Wash contaminated body parts thoroughly after handling. Precautionary Statements(Response): P305+P351 +P338 IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. P308+P313 IF exposed or concerned: Get medical attention. P302+P352 IF ON SKIN:Wash with plenty of soap and water. P333+P313 If skin irritation or rash occurs: Get medical attention. P337+ P313 If eye irritation persists: Get medical attention. P362+P364 Take off contaminated clothing and wash it before reuse. Precautionary Statements(Storage): P405 Store locked up. Precautionary Statements(Disposal): P501 Dispose of contents/container in accordance with local regulations. Hazards not otherwise classified No specific dangers known, if the regulations/notes for storage and handling are considered. Safety Data Sheet WALLTITE® XL01 RESIN Revision date:�2022/04/20 Page:3/13 Version:3.0 (30752154/S DS_G EN_CA/EN) 3. Composition/ Information on Ingredients According to Hazardous Products Regulations(HPR)(SOR/2015-17) Ethanol,2-((2-aminoethyl)amino)-, polymer with methyloxirane CAS Number:31568-06-6 Content(WNV):>= 15.0-<20.0% Synonym: No data available. tris(2-chloro-1-methylethyl)phosphate CAS Number: 13674-84-5 Content(WM):>= 15.0-<20.0% Synonym: 1-Chloro-2-propanol phosphate(3:1);Tris(2-chloro-1- methylethyl)phosphate Tetrahydroxypropylethylendiamine CAS Number: 102-60-3 Content(WM):>= 10.0-< 15.0% Synonym: 1,1',1",1"'-(1,2-Ethanediyldinitrilo)tetrakis-2-propanol; Quadrol Halogenated Aromatic Carboxylic acid CAS Number:Trade Secret Content(W/W):>=5.0-<7.0% Synonym: No data available. diethylene glycol CAS Number: 111-46-6 Content(WM): >=0.3-<3.0% Synonym: Diethylene glycol Ethene, 1,2-dichloro-, (E)- CAS Number: 156-60-5 Content(WNW): >=0.3-<3.0% Synonym: (E)-1,2-Dichloroethene 1,2-dimethylimidazole CAS Number: 1739-84-0 Content(WM):>=0.1 -< 1.0% Synonym: No data available. Hexanoic acid,2-ethyl-, bismuth(3+)salt CAS Number:67874-71-9 Content(WNW): >=0.1 -< 1.0% Synonym: No data available. ethylene glycol CAS Number: 107-21-1 Content(WM):>=0.1 -<0.3% Synonym: 1,2-Ethanediol; Ethylene glycol Acetic acid CAS Number:64-19-7 Content(WNW):>=0.1 -<0.2% Synonym:Acetic acid; Glacial acetic acid Guanidine, N,N,N',N'-tetramethyl- Safety Data Sheet WALLTITE® XL01 RESIN Revision date :2022/04/20 Page:4/13 Version:3.0 (30752154/SDS_GEN_CA/EN) CAS Number:80-70-6 Content(WNW): >=0.1 -<0.3% Synonym: No data available. Methanaminium, N-[4-[bis[4-(dimethylamino)phenyl]methylene]-2,5-cyclohexadien-1-ylidene]-N- methyl-, acetate -CAS Number:67939-65-5 Content(WNV):>=0.1 -< 1.0% Synonym: Methanaminium, N-[4-[bis[4-(dimethylamino)phenyl]methylene]-2,5- cyclohexadien-1-ylidene]-N-methyl-, acetate The masked component(s)has only environmental hazards; HMIRA claims are not required for masked components with only environmental hazards. 4. First-Aid Measures Description of first aid measures General advice: Remove contaminated clothing. If inhaled: Keep patient calm, remove to fresh air, seek medical attention. If on skin: Wash affected areas thoroughly with soap and water. If irritation develops,seek medical attention. If in eyes: In case of contact with the eyes, rinse immediately for at least 15 minutes with plenty of water. Remove contact lenses, if present. Immediate medical attention required. If swallowed: Rinse mouth and then drink 200-300 ml of water. Do not induce vomiting. Never induce vomiting or give anything by mouth if the victim is unconscious or having convulsions. Immediate medical attention required. Most important symptoms and effects, both acute and delayed Symptoms: Information, i.e.additional information on symptoms and effects may be included in the GHS labeling phrases available in Section 2 and in the Toxicological assessments available in Section I I., Eye irritation, Skin contact may provoke the following symptoms:, allergic symptoms Information on:Ethanol, 2-((2-aminoethyl)amino)-,polymer with methyloxirane Symptoms:No data available. Information on: Tetrahydroxypropylethylendiamine Symptoms:Overexposure may cause., Eye irritation, skin irritation, erythema, nausea, headache, vomiting, dizziness, diarrhea, abdominal cramps Information on:Halogenated Aromatic Carboxylic acid Symptoms:No data available. Information on:diethylene glycol Symptoms:Overexposure may cause:, vomiting, coma, abdominal cramps, lethargy, nausea, diarrhea,headache Safety Data Sheet WALLTITE® XL01 RESIN Revision date:2022/04/20 Page:5/13 Version:3.0 (30752154/SDS_GEN_CA/EN) Information on: 1,2-dimethylimidazole Symptoms:Overexposure may cause:, corneal injury, skin corrosion, severe pain, coughing, respiratory disorders, dyspnea, nausea, headache, vomiting, dizziness, diarrhea, abdominal cramps Information on:Methanaminium, N-(4-(bis(4-(dimethylamino)phenyl]methylene]-2,5-cyclohexadien- 1-ylidene]-N-methyl-, acetate Symptoms:Overexposure may cause:, corneal injury,skin corrosion, severe pain, coughing, respiratory disorders, dyspnea, nausea, headache, vomiting, dizziness, diarrhea, abdominal cramps Information on:glycerol Symptoms:Overexposure may cause., vomiting, nausea, diarrhea, headache, dizziness -------------------------------- Indication of any immediate medical attention and special treatment needed Note to physician Treatment: Treat according to symptoms(decontamination,vital functions), no known specific antidote. 5. Fire-Fighting Measures Extinguishing media Suitable extinguishing media: water spray, dry powder, carbon dioxide,foam Unsuitable extinguishing media for safety reasons: water jet Special hazards arising from the substance or mixture Hazards during fire-fighting: No particular hazards known. Advice for fire-fighters Protective equipment for fire-fighting: Firefighters should be equipped with self-contained breathing apparatus and turn-out gear. Further information: Dispose of fire debris and contaminated extinguishing water in accordance with official regulations. 6. Accidental release measures Further accidental release measures: High risk of slipping due to leakage/spillage of product. Personal precautions, protective equipment and emergency procedures Use personal protective clothing. Environmental precautions Do not empty into drains. Do not discharge into the subsoil/soil. Methods and material for containment and cleaning.up Spills should be contained, solidified,and placed in suitable containers for disposal. l I 1 Safety Data Sheet WALLTITE® XLO1 RESIN Revision date:2022/04/20 Page:6/13 Version:3.0 (30752154/SDS_GEN_CA/EN) 7. Handling and Storage Precautions for safe handling Ensure thorough ventilation of stores and work areas.Avoid inhalation of dusts/mists/vapours.When using do not eat, drink or smoke.Wear suitable gloves and eye/face protection. Protect against moisture. Protection against fire and explosion: No special precautions necessary. Conditions for safe storage, including any incompatibilities Segregate from foods and animal feeds. Segregate from acids. Segregate from oxidants. Suitable materials for containers: Carbon steel (Iron), High density polyethylene(HDPE), Low density polyethylene(LDPE), Stainless steel 1.4301 (V2) Further information on storage conditions: Containers should be stored tightly sealed in a dry place. Storage stability: Storage temperature: 15-25°C Storage duration:4 Months Protect against moisture. The stated storage temperature is noted for health and safety in the workplace. With regard to Quality, please refer to the product specific Technical Bulletin. 8. Exposure Controls/Personal Protection Components with occupational exposure limits glycerol OSHA Z1: PEL 15 mg/m3 Total dust ; OSHA Z1: PEL 5 mg/m3 Respirable fraction ; ethylene glycol ACGIH, US: TWA value 25 ppm Vapor fraction ; ACGIH, US: STEL value 50 ppm Vapor fraction ; ACGIH, US: STEL value 10 mg/m3 Aerosol, inhalable. ; Ethene, 1,2-dichloro-, (E)- OSHAZ1: PEL 200 ppm 790 mg/m3 ; Advice on system design: Provide local exhaust ventilation to control vapours/mists. Personal protective equipment Respiratory protection: Wear a NIOSH-certified (or equivalent)organic vapour/particulate respirator as needed. Hand protection: Chemical resistant protective gloves Eye protection: Wear face shield or tightly fitting safety goggles (chemical goggles)if splashing hazard exists. i Safety Data Sheet WALLTITE® XL01 RESIN _ Revision date :2022/04/20 Page:7/13 Version:3.0 (30752154/SDS_GEN_CA/EN) Body protection: Standard work clothes and shoes. General safety and hygiene measures:, Avoid contact with skin and eyes. Handle in accordance with good industrial hygiene and safety practice.Wear protective clothing as necessary to prevent contact.Avoid inhalation of vapours/mists. Wash soiled clothing immediately. Do not eat,drink or use tobacco while working.Wash thoroughly after handling. 9. Physical and Chemical Properties Form: liquid Odour: amine-like Odour threshold: No applicable information available. Colour: dark Purple pH value: >=7 Freezing point: No data available. Melting point: No data available. Boiling point: > 140°C Sublimation point: No applicable information available. Flash point: >94°C (closed cup) Flammability: not flammable (derived from flash point) Lower explosion limit: For liquids not relevant for classification and labelling.The lower explosion point may be 5- 15°C below the flash point. Upper explosion limit: For liquids not relevant for classification and labelling. Autoignition: >250°C Vapour pressure: <0.1 hPa (25°C) Density: approx. 1.2 g/cm3 (20-C) Relative density: No applicable information available. Vapour density: No applicable information available. Partitioning coefficient n- not applicable octanol/water(log Pow): Self-ignition not self-igniting temperature: Thermal decomposition: No decomposition if stored and handled as prescribed/indicated. Viscosity, dynamic: 330 mPa.s (23°C) Viscosity, kinematic: No applicable information available. Solubility in water: ' insoluble Solubility(quantitative): No applicable information available. -Solubility(qualitative): No applicable information available. Molar mass: not applicable Evaporation rate: Value can be approximated from Henry's Law Constant or vapor pressure. Other Information: If necessary, information on other physical and chemical parameters is indicated in this section. I Safety Data Sheet WALLTITE® XLO1 RESIN Revision date:2022/04/20 Page:8/13 Version:3.0 (30752154/SDS_GEN_CA/EN) 10. Stability and Reactivity Reactivity No hazardous reactions if stored and handled as prescribed/indicated. Corrosion to metals: No corrosive effect on metal. Oxidizing properties: not fire-propagating Chemical stability The product is stable if stored and handled as prescribed/indicated. Possibility of hazardous reactions No hazardous reactions if stored and handled as prescribed/indicated. Conditions to avoid Temperature: <0 degrees Celsius Incompatible materials acids,oxidizing agents, isocyanates 7 Hazardous decomposition products Decomposition products: Hazardous decomposition products: carbon monoxide, carbon dioxide, nitrogen oxide, hydrogen cyanide Thermal decomposition: No decomposition if stored and handled as prescribed/indicated. 11. Toxicological information Primary routes of exposure Routes of entry for solids and liquids are ingestion and inhalation, but may include eye or skin contact. Routes of entry for gases include inhalation and eye contact. Skin contact may be a route of entry for liquefied gases. Acute Toxicity/Effects Acute toxicity Assessment of acute toxicity: No known acute effects. Oral Type of value:ATE Value: 3,425 mg/kg The statements are based on the properties of the individual components. Inhalation No applicable information available. Dermal No applicable information available. it Safety Data Sheet WALLTITE® XLO1 RESIN Revision date:2022/04/20 Page:9/13 Version:3.0 (30752154/SDS_GEN_MEN) Assessment other acute effects Assessment of STOT single: Based on the available information there is no specific target organ toxicity to be expected after a single exposure. Origin of data: expert judgement Irritation/corrosion Assessment of irritating effects: Eye contact causes irritation. Information on: Tetrahydroxypropylethylendiamine Assessment of irritating effects:Not irritating to the skin. Eye contact causes irritation. Information on: 1,2-dimethylimidazole Assessment of irritating effects:Skin contact causes irritation. May cause severe damage to the eyes. Information on:Acetic acid Assessment of irritating effects:Highly corrosive!Damages skin and eyes. Information on:Methanaminium, N-(4-(bis(4-(dimethylamino)phenyl]methylene]-2,5-cyclohexadien- 1-ylidene]-N-methyl-, acetate Assessment of irritating effects:May cause severe damage to the eyes. Not irritating to the skin. The product has not been tested. The statement has been derived from substances/products of a similar structure or composition. Sensitization Assessment of sensitization: Sensitization after skin contact possible. Information on: 1,2-dimethylimidazole Assessment of sensitization: May cause sensitization by skin contact. Information on:Ethanol, 2-((2-aminoethy1)amino)-,polymer with methyloxirane Assessment of sensitization: Sensitization after skin contact possible. Aspiration Hazard No aspiration hazard expected. Chronic Toxicity/Effects Repeated dose toxicity Assessment of repeated dose toxicity: Repeated exposure may affect certain organs. Information on:diethylene glycol Assessment of repeated dose toxicity: The substance may cause damage to the kidney after repeated ingestion of high doses, as shown in animal studies. The effects were only observed at doses/concentrations not relevant for classification and/or practical use conditions. These effects are not relevant to humans at occupational levels of exposure. The substance may cause damage to the liver after repeated ingestion. Genetic toxicity Safety Data Sheet WALLTITE® XL01 RESIN Revision date:2022/04/20 Page: 10/13 Version: 3.0 (30752154/SDS_GEN_CA/EN) Assessment of mutagenicity:The chemical structure does not suggest a specific alert for such an effect. No applicable information available. Carcinogenicity Assessment of carcinogenicity: Indication of possible carcinogenic effect in animal tests. Information on:Methanaminium, N-(4-(bis(4-(dimethylamino)phenyl]methylene]-2,5-cyclohexadien- 1-ylidene]-N-methyl-, acetate Assessment of carcinogenicity.Indication of possible carcinogenic effect in animal tests. The product has not been tested. The statement has been derived from substances/products of a similar structure or composition. ----------------------------- Reproductive toxicity Assessment of reproduction toxicity:The chemical structure does not suggest a specific alert for such an effect. No applicable information available. Teratogenicitv Assessment of teratogenicity: Indications of possible developmental toxicity/teratogenicity were seen in animal studies. Information on:ethylene glycol Assessment of teratogenicity:Developmental toxicity was observed after oral ingestion of high doses in studies with rats and mice, but this effect was not seen in a study with rabbits. Mechanistic studies show that the rabbit is the relevant species for the classification for human health. As such, and since ethylene glycol is not a developmental toxicant in the rabbit no classification is warranted. Embryotoxicty and teratogenicty was observed in animal studies, in the absence of maternal toxicity. 1 However, the relevance of this result for humans is unclear. Information on:Hexanoic acid, 2-ethyl-, bismuth(3+)salt Assessment of teratogenicity:Indications of possible developmental toxicity/teratogenicity were seen in animal studies. The product has not been tested. The statement has been derived from the properties of the individual components. ------------------------------ Other Information The product has not been tested.The statement has been derived from the properties of the individual components. Medical conditions aggravated by overexposure Data available do not indicate that there are medical conditions that are generally recognized as being aggravated by exposure to this substance/product. 12. Ecological Information Toxicity Aquatic toxicity Assessment of aquatic toxicity: Acutely harmful for aquatic organisms. The product has not been tested.The statement has been derived from the properties of the individual components. Toxicity to fish Information on:tris(2-chloro-1-methylethyl)phosphate Safety Data Sheet WALLTITE® XLO1 RESIN Revision date :2022/04/20 Page: 11/13 Version:3.0 (30752154/SDS_GEN_CA/EN) LC50(96 h) 51 mg/1, Pimephales promelas(Fish test acute, static) LC50(96 h) 56 mg/l, Brachydanio rerio(Fish test acute, static) ------------------------------- Aquatic invertebrates ' Information on:tris(2-chloro-1-methylethyl)phosphate EC50(48 h) 131 mg/l, Daphnia magna(Daphnia test acute, static) The statement of the toxic effect relates to the analytically determined concentration. ----------------------------- Aquatic plants Information on:tris(2-chloro-l-methylethyl)phosphate EC50(72 h) 82 mg/1(growth rate), Pseudokirchneriella subcapitata (OECD Guideline 201, static) Nominal concentration. Chronic toxicity to fish Information on:tris(2-chloro-l-methylethyl)phosphate Study does not need to be conducted. ------------------------------ Chronic toxicity to aquatic invertebrates Information on:tris(2-chloro-l-methylethyl)phosphate No observed effect concentration (21 d) 32 mg/l, Daphnia magna (OECD Guideline 202,part 2, semistatic) Nominal concentration. ------------------------------ Microorganisms/Effect on activated sludge Toxicity to microorganisms Information on:tris(2-chloro-l-methylethyl)phosphate ------------------------------- Persistence and degradability Assessment biodegradation and elimination(H2O) Poorly biodegradable. Elimination information Poorly biodegradable. Bioaccumulative potential Assessment bioaccumulation potential Does not significantly accumulate in organisms. Mobility in soil Assessment transport between environmental compartments Adsorption to solid soil phase is not expected. s Safety Data Sheet WALLTITE® XL01 RESIN Revision date:2022/04/20 Page: 12/13 Version:3.0 (30752154/SDS_G EN_CA/EN) Additional information Adsorbable organically-bound halogen (AOX): This product contains no organically-bound halogen. Other ecotoxicological advice: The product has not been tested. Do not discharge product into the environment without control. 13. Disposal considerations Waste disposal of substance: Do not discharge substance/product into sewer system. Incinerate or dispose of in a licensed facility. Container disposal: Do not reuse empty containers. Under no circumstances should empty drums be burned or cut open with gas or electric torch as toxic decomposition products may be liberated. Steel drums must be emptied and can be sent to a licensed drum reconditioner for reuse,a scrap metal dealer or an approved landfill. Do not attempt to refill or clean containers since residue is difficult to remove. 14. Transport Information Land transport TDG Not classified as a dangerous good under transport regulations Sea transport IMDG Not classified as a dangerous good under transport regulations Air transport IATA/ICAO Not classified as a dangerous good under transport regulations 15. Regulatory Information Federal Regulations Registration status: Chemical DSL, CA released/listed NFPA Hazard codes: Health: 2 Fire: 1 Reactivity: 1 Special: 16. Other Information SDS Prepared by: BASF NA Product Regulations SDS Prepared on: 2022/04/20 Safety Data Sheet WALLTITE® XLO1 RESIN Revision date :2022/04/20 Page: 13/13 Version:3.0 (30752154/SDS_GEN_CA/EN) We support worldwide Responsible Care®initiatives.We value the health and safety of our employees, customers,suppliers and neighbors,and the protection of the environment. Our commitment to Responsible Care is integral to conducting our business and operating our facilities in a safe and environmentally responsible fashion, supporting our customers and suppliers in ensuring the safe and environmentally sound handling of our,products,and minimizing the impact of our operations on society and the environment during production, storage,transport, use and disposal of our products. WALLTITE is a registered trademark of BASF Canada or BASF SE END OF DATA SHEET r 1 s e e s • � ® , 1 . • e e .���©I�� ,, • e • !. wl ------------------ r K ... 0 .L r • • M. almmamm 1INSULATIO . . — • e w 4 V ;-i 111L ` i 0 NEW- - per BR<`] 2TO P li �`l i�:[Ai i:16] �:!►.8a �rr I o�SUFFotk000 TOWN OF SOUTHOLD—BUILDING DEPARTMENT y= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�0 ao�� Telephone(631) 765-1802 Fax(631) 765-9502 bgps://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: JU," 3 r J 2021 Applications and forms must be filled out in their entirety.Incomplete _ applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. - Date:June 14, 2021 OWNER(S)OF PROPERTY: Name:Arthur Browne SCTM# 1000-111-08-014 Project Address:5050 Nassau Point Rd. Cutchogue, NY 11935 � Phone#:(516) 220-1586 Email:arthurjbrowne@gmail rcom � Mailing Address:17 Hewitt Rd, Rockville Centre, NY 11570 CONTACT PERSON: Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name:Erica Goetz Mailing Address:92 Morningside Ave #4D, New York NY 10027 Phone#: Email: CONTRACTOR INFORMATION: Name: Contractor selection pendln Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ■New Structure ❑Addition ❑Alteration ❑Repair ■Demolition Estimated Cost of Project: ❑other $1.75 Million Will the lot be re-graded? ■Yes ONO Will excess fill be removed from premises? ❑Yes ■No 1 PROPERTY INFORMATION Existinguse of ro ert Intended use of ro ert p p v�Residence p p v:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ■No IF YES, PROVIDE A COPY. ■ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zoni Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,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(s)for necessary inspections.False statements made herein are j punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. f Application Submitted By(print name): tC'fl'CGt Cave l� ■Authorized Agent ❑Owner Signature of Applicant: Date: (� I Z- STATE OF NEW YORK) SS: COUNTY OF ­J C, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above 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/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��L,f 20_2:.L /— No Public SYLVESTER MADUKA ONUORAH NOTARY PUBLIC-STATE OF NEW YORK No.01 ON6374735 PROPERTY OWNER AUTHORIZATION Qualified in Queens County My Commission Expires 05-07-2022 (Where the applicant is not the owner) Arthur Browne residing at 17 Hewitt Rd, Rockville Centre, NY-1 1570 I, do hereby authorize Erica Goetz to apply on my behalf to the Town of Southold Building Department for approval as described herein. 06/14/2021 Owner's Signature Date Arthur Browne Print Owner's Name 2 c��FFOL BUILDING DEPARTMENT-Electrical Inspector V��o TOWN OF SOUTHOLD ® Town Hall Annex- 54375 Main Road - PO Box 1179 ca Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@southoldtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 9/20/2022 Company Name: Peconic Power Systems Electrician's Name: Robert B Stanevich License No.: ME-45056 Elec. email:Peconicpowersys@gmail.com Elec. Phone No: 631-383-8502 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 512 Cutchogue NY JOB SITE INFORMATION (All Information Required) Name: Artisan Construction Address: 5050 Nassau Point Road Cutchogue, NY Cross Street: Little Peconic Bay Road Phone No.: 631-383-8502 Bldg.Permit#: 1M 9 Ala 0 email:peconicpowersys@gmail.com Tax Map District: 1000 Section: 1 Block: 2 Lot: I BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Ready for rough inspection for the whole building. Square Footage: 4698 Circle All That Apply: Is job ready for inspection?: R1 YES ❑ NO �Rough In Final Do you need a Temp Certificate?: F1YES NO Issued On 5/23/2022 Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service0 Fire ReconnectOFlood Reconnect QService Reconnect El,underground DOverhead # Underground Laterals D 1 2 H Frame El Pole Work done on Service? D Y DN Additional Information: I� I 1 �� �i PAYMENT DUE WITH APPLICATION (2tC 1 Da7� !IILDIN—)L)c,'d. �o�S�FFO(,�co Gym BUILDING DEPARTMENT-Electrical Inspector H a TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 col �a0 Telephone (631) 765-1802 Temporary Certificate # .22 Date SA 2022 Customer Name q� Electrician Name VS IV Address ,N/ f e Phone / B E 6'1 e-mail a-mail r Phone Licens6# ylt7654 Size A Phase Overhead Underground _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#7 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by ell v �� ® L CE11 ` E BUILDING DEPARTMENT- Electrical I p orMAY. TOWN OF SOUTHOLD QBUILDING,DEPT. Town Hall Annex- 54375 Main Road - PO Box"I �FSOUTyOLD Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr jsoutholdtownny_gov — seanda-southoldtownny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/19/2022 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email:Peconicpowersys@gmail.com Elec. Phone No: 631-383-8502 El I request an email copy of Certificate of Compliance Elec. Address.: 315 Commerce Drive, Cutchogue 11935 c�D JOB SITE INFORMATION (All Information Required) Name: Artisan Address: 5050 Nassau Point Road, Cutchogue Cross Street: Phone No.: 631-383-8502 Bldg.Permit#: y 7 8 43 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Looking for Temp Certificate for PSEG Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: �/ YES NOerna�-�� Temp Information: (All information required) Service SizeFt/11 Ph❑3 Ph Size: 300 A # Meters 1 Old Meter# Q New Service[:]Fire Reconnect[]Flood Reconnect[:]Service Reconnect❑✓Underground❑Overhead # Underground Laterals 1 2 ✓ H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION of F01 it Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 cos x. Southold, NY 11971-0959 %:�_, BUILDING DEPARTMENT NOTICE OF F-UTILIZATION OF TRUSS TYPE.�CON'STRUCTION, PRE-ENGINEERED:;. WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION, Dater June 14, 2021 Owner: Arthur Browne Location of Property: 5050 Nassau Point Rd. Cutchogue, NY 11935 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and of framing (F Signature:_ Name (person submitting this form): �C'/' Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Evan T.Steffens ri Senior Supervisor Gas Customer Connections,NY July 13, 2021 Arthur Browne 17 Hewitt Road Rockville Centre,NY 11570 E-Mail : ART BRO GMAIL.COM ; DD(a)-STUDIOGOETZ.COM National Grid WO# : T102409552 Service Address: 5050 Nassau Point Road Cutchogue, NY 11935 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored "811", or the local number for NYC I LI area, 1-800-272-4480. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of making this"811" call. If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T:833-359-0645 evan-s effe n ri�dlirudo a in national n coarl PSUGLU\ , i w�._rL`JD 2/4/2022 BRENT OCONNOR Service To: 92 MORNINGSIDE AV 4D 5050 NASSAU PT RD NEW YORK,NY,NY 10027 CUTCHOGUE,NY 11935 Customer Project#:900000134826 Dear BRENT OCONNOR: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli �/Lal�2�i ,"(riae Building&Renovation Services PSEG-LI NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 � AAAAAA 462050744 ARTISAN CONSTRUCTION ASSOCIATES INC 508 MAIN ROAD UNIT 3 RIVERHEAD NY 11901 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ARTISAN CONSTRUCTION ASSOCIATES INC TOWN OF SOUTHOLD 508 MAIN ROAD 54375 MAIN ROAD UNIT 3 PO BOX 1179 RIVERHEAD NY 11901 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12325 738-9 394294 01/29/2022 TO 01/29/2023 2/7/2022 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2325 738-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SEAN FORESTAL SECRETARY/TREASURER MAUDE ADAMS ARTISAN CONSTRUCTION ASSOCIATES INC (TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:392242744 U-26.3 ACo CERTIFICATE OF LIABILITY INSURANCE °ATE`MM�°°"YYY' lllb� F02/07/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Jennifer Heiser Nicholas DeVito Agency, Inc. HO.N o Ext: (631)509-6388 ac No: (631)509-0099 449 Route 25A E-MADDRESS: Jennifer@devitoagency.com Mount Sinai, NY 11766 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Evanston Insurance Company 35378 INSURED Artisan Construction Associates Inc. INSURERB: Merchants Preferred Ins. Co. 12901 508 Main Road INSURERC: Unit 3 INSURERD: Riverhead, NY 11901-1906 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER: 00020421-894318 REVISION NUMBER: 17 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MM DD/YYY MMIDD POLICY EFF POLICY EXP LIMITS LTR A X COMMERCIAL GENERAL LIABILITY Y MKLV1 PBC002297 01/28/2022 01/28/2023 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE DAMAGE TO RENTED X OCCUR PREMISES Ea occurrence $ 300 000 MED EXP(Any one person) $ 0 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT LOC PRODUCTS-COMP/OP AGG $ 2 00O 000 OTHER: $ B AUTOMOBILE LIABILITY CAPI070675 03/03/2021 03/03/2022 COMBINED etSINGLE LIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ X HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY Per accident A X UMBRELLA LIAB X OCCUR MKLVlEUL103234 01/28/2022 01/28/2023 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I X I RETENTION$ 10.000 1 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I I ER ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Town of Southold is included as additional insured as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE J-H ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Printed by J-H on 02/07/2022 at 09:23AM Suffolk County Dept. of Labor, Licensing &Consumer Affairs HOME IMPROVEMENT LICENSE Name ] SEAN L FORESTAL ioamnnnnmu.�um7nraanucusnnia uusnncaa vum.c This certifies that the ARTISAN CONSTRUCTION ASSOCIATES INC bearer is duly licensed by the County of suffolk License Number: H-57456 j Rosalie Drago Issued: 09/0112016 j Commissioner Expires: 09101/2022 Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name SEAN L FORESTAL AL 1 Business Name This certifies that the nearer is duly licensed ARTISAN CONSTRUCTION ASSOCIATES INC :)y the County of suffolk 1 License Number:H-57456 Rosalie Drago Issued: 09/01/2016 Commissloner Expires: 9/1/2024 STUDIO GOETZ Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 June 15, 2021 Re:5050 Nassau Point Road Dear Town of Southold Building Department, We are excited to submit the enclosed filing documents for our proposed project at 5050 Nassau Point Road in Cutchogue,NY on behalf of the owners,Arthur and Gretchen Browne.The project consists of a single-family house nestled into the natural hill of the property, overlooking the bay.The house will be clad in wood-frame glass windows and western red cedar wood siding.The building will sit within the property setbacks and not exceed the height of the ridgeline of the current house (c.1920). As part of the site work,some excavation is required to set the foundations, but we are proposing a cut- - and-fill approach that allows the contractor to reuse the excavated soil as fill on the property. Per our health department filing(which is currently underway, but we expect approval later this week),we are proposing a new nitrogen septic system.There will be a new propane tank to serve the mechanical and cooking equipment.And finally,there will be a new portion of gravel driveway to connect the existing curb cut to the existing garage structure at the rear of the property. We are working with a great team that includes Kolb Mechanical, LERA Structural Engineers and Bridgewater Environmental. Together with the owners,we intend to select a General Contractor within the next three weeks to complete our team and lead us through construction. As you review the enclosed documents, please reach out to us anytime with questions or comments. We look forward to hearing from you and thank you in advance for your review. Sincerely, Er�az Principal \ STUDIO GOETZ I 212.707. 1105 \ www.studiogoetz.com I info@studiogoetz.com ,I l STUDIO GOETZ D NOV 0 12021 I BUILDING OEP'11 October 26,2021 TOWN OF GOU T rIO1_h; Attn:Amanda Nunemaker Town of Southold—Building Department Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971-0959 (631)765-1802 RE: 5050 Nassau Point Road,Cutchogue, NY—Resubmission 2 To whom it may concern, Included herein are the revised plans for a single-family residential project at 5050 Nassau Point Road in Cutchogue, NY. SCTM#1000-111-08-14.These plans include: 1.Four(4)copies of the Revised Architectural Set(13 pages each) 2.Four(4)copies of the Revised Structural Set(20 pages) 3.Approved Suffolk County Health Department Plan 4.REScheck Compliance Certificate Please address any questions or comments to Erica Goetz eg@studiogoetz.com and Deo Deiparine dd@studiogoetz.com. We look forward to hearing from you. Sincerely, Erica Goetz AIA Studio Goetz Architecture P.C. STUDIO GOETZ.212.707.1 105.eg@studiogoetz.com RTISAN APPROVED By Studio Goetz at 12:28 pm,Mar 31,2022 CONSTRUCTION ASSOCIATES SUBMITTAL FOR APPROVAL Submittal 262-07-01 Project: North Fork House Date: 3/25/22 Submitted to: Studio Goetz Architecture PC To: Erica Goetz From: Artisan Construction Associates Inc. RE: Foundation Waterproofing Comments: Please review for approval Submittal type: Spec Sheets APR 1 3 2022 We transmit: Total of 4 pages including (1) cover sheet y Tern Below specification will not result in a change to budget �`�``=`"•�-� 1) Waterproofing membrane - TruDry - 2 pages 2) Below grade foundation insulation - 2 1/z" Thermal Drain — 1 page 508 Main Road,Unit 31 Riverhead,NY 11901 P:631.808.3323 F:631.808.3324 artisaneastend.com A ORTISAN CONSTRUCTION ASSOCIATES APR 0.6 2022 LETTER OF TRANSMITTAL BUILDING DEPT. TOWN OF SOUTHOLD Date: 4/6/22 To: Town of Southold — Building Department From: Artisan Construction Associates, Inc. Re: ACAI Project #262— 5050 Nassau'Poi,nt Rd, 'Cutchogue We transmit: ( X ) Hard.copy Weblink OEmail Attachment Remarks: Attached please find a-'stamped,'As Built Foundation Survey for 5050 Nassau Point Road, Permit #47420: If you have any questions or need any additional information; please contact me at my office (contact information below).:_ Thank you, Jaimie Bishop` ib@artisancai.com 631-808-3323 ext. 1103 508 Main Road,Unit 3 I Riverhead,NY 11901 I P: 631.808.3323 F: 631.808.3324 artisaneastend.com A WRTISAN CONSTRUCTION ASSOCIATES LETTER OF TRANSMITTAL Date: 4/18/22 To: Town of Southold — Building Department From: Artisan Construction Associates, Inc. Re: ACAI Project #262 — 5050 Nassau Point Rd, Cutchogue We transmit: ( X ) Hardcopy: : (' .) Weblink OEmail Attachment Remarks: Attached please two copies'of,the updated basement floor plan and exterior elevation for your records pertaining to Permit #47420: If you have any questions or need any additional info rmation;:please contact me at my office (co:ntact information be I,6W): Thank you, Jaimie"Bishop .ib@artisancai.com 631-808-3323 ext. 1103 508 Main Road,Unit 3 Riverhead,NY 11901 P: 631.808.3323 F:631.808.3324 artisaneastend.com A I RTISA . CONSTRUCTION ASSOCIATES 3 J U L 1 9 2023 LETTER OF TRANSMITTAL DUT. Date: 7/13/23 To: Southold Town Building Department From: Artisan Construction Associates, Inc. Re: ACAI Project#262—5050 Nassau Point Rd, Cutchogue We transmit: (X) Hardcopy Weblink Email Attachment Remarks: Attached please find the following documents p' erfainih.g,to the'-c ose out of permits#47420 and #48022 for-5050 Nassau Point Road.- • Solder certificate • Blower door report • Gas line certificatiop" • Manual J, S & D • Suffolk County Dept of Health Approval • Final Survey • Photos and,-'specificatic,iis for thermal"barrier--o-n*-exposed f6am- in crawl space • Final electrical ihspeiciiion certificates' • Photo,,&floor planrcl'f new CO detector to be with lri.10' of'2 n,floor bedroom , • Photo,&floor plan of relocated smoke in office • Photos of additional stop added at 2nd floor roof door • Certificate/invoice of tempered glass at stair guard rail, Specificati6ns of all windows and doors 508 Main Road,Unit 3 Riverhead,NY 11901 P: 631.808.3323 F: 631.808.3324 artisaneastend.com A I 1 L Pp CODED NOTES-❑M ?� RO \ SITE INFORMATION D ENGINE£R,4 CERTIFtCPT(OH REALTRE�. 1 R �tl SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SUSN,T P.E.OR R.A. CERTwFzATo fw, sT ` \ N 1-POLY CLEAN CFJJIOTANKDD G� lP� \ � 5050 Nassau POlnt Rd PERMIT FOR APPROVAL OF CONSTRUCTION FORA FKNR INsrALLATIOH ANN C.NST...T1 . Gp,Rp \ 2-POLYLOKD-BOX CutchOgue,NY11935 NOV 0 1 2021 OF WOWTS 3-(2)8 X 10 LEACHING POOLS - TOTWMN F SOUTIH 8LD 4 SINGLE FAMILY RESIDENCE ONLY FVRF,NALAPPR AL.. —'- '� - 1 4-(1)BX1050%EXPANSIONLFACHINGPOOL LOTAREA:30,576S-14 Of Y li�9Y�ir i glma Wn L be 111 SCTMR 1 SCTLw 5-EXISTING SYSTEM TOBE REMOVED OR BUILDING DEPT. 1000-111-08-12.t PROPOSED UPGRADED SEPTIC SYSTEM DATE 7/22120 1U.S.REF. R 214411 j.OBO as i w ABANDONED IN PLACE AND FILLED W/SAND IN - 2 STORY RESIDENCE(7 BED 16 BATH) TOWN OF SOUTHOLD APPROVED LOT 149 Q iY PUBLIC WATER R DWELLM ACCORDANCE WITH SCHD STANDARDS. PROPOSED IA OWTS DESIGN-7 BEDROOMS FOR MAXIMUM OF 7 BEDROOMS 1 (APPROXIMATE LOCATION SHOWN) (1)FUJICLEAN CEN10 TANK(2)8'X 10'LEACHING POOLS EXPIRES THREE YEARS FROM DATE OF APPROVAL PUBLIC I 6-FUJI CLEAN CONTROL PANELAND BLOWER (1)50%EXPANSION OWNER TO VERIFY FINAL LOCATION 1 -CONTROL PANELAND BLOWER TO BE I Dm,.NwATuweu It INSTALLED IN VIEW OF IA OWTS. Revised Plan Approved 10/3/2021 SCTMA °ro W EL67,6' I- EL635 7-ELECTRICAL LINES TO W OWTS GENERAL NOTES 10°a111-08-13 _ Expires 7/2 LOr14e I'co 1 Z 8-SEWER CLEANOUT ON INLET SIDE OF TANK _ THE DESIGNER SHALL OBSERVE THE OWTS PRIOR TO BACKFILLING AND DURING SYSTEM O 306 g0' 11 N SEE CLEANOUT DETAIL START UP. EXISTING SANITARY SYSTEM 9-VENTING TO OCCUR VIA HOUSE SEWER LINE (2)WDIA X 4'DEEP CESSPOOLS PUBLIC WATER W -AN EXECUTED OPERATIONS AND MAINTENANCE CONTRACT BETWEEN THE TO BEABANDONED THROUGH HOUSE VENT - MAINTENANCE PROVIDER AND PROPERTY OWNER SHALL BE PROVIDED TO SCDHS -fl -THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING METHOD APPROVED BY i� a❑ m t�P a 0 M¢DDNALDEREDscIENCE THE MFGR PRIOR TO ARRIVALAT THE SITE. EL=Bd4• 7 4--•% I� �020 LOT 1s9 g 36' 1 z /r 1 I m Z EL.88'°;­1 MIXED SAND 6 LOAM -A FUJI CLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP PTl• / '� �, t � � �r1 000 / ! 1 8 � r -THE OWTS INSTALLER SHALL REGISTER THE OWTS WITH THE SCHD USING DOCUMENTS >z O z PROVIDED BY THE DESIGN ENGINEER. EL875' , / / 'j1 1 T� BROWN SILTY SAND 9M P /�D \ •" PRO SSE& .`' '\`�" ' - S I l 11 0 /� ' - -INVERT ELEVATIONS ARE ESTIMATED.THE OWTS INSTALLER SHALL CONFIRM toAh ENT �\,:�."•:`....\ ��NDON 'X ! 1 .p eanmP ELEVATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY wplEx"HE tt 10aDCTw 11 DISCREPANCIES. _ DWELLING PUBLIC WATER -CONTRACTORS SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF '.�_.� -, _ � t� ..- ,I PUBLIC WATER - 1 1 1 _ I CONNECTION PRIOR TO CONSTRUCTION.CONTRACTOR TO NOTIFY ENGINEER OF ANY 11 1 1 WAS DISCREPANCIES. PALE BROWN FINE BAND SP — D \I; =NE„' !!! I _ 9. -THE OWTS INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY THE r WALL . EL719 ENGINEER AND SCDHS. 1 r•. t,, .�Q®� _� wuLxA's � ,yP EL68.6' 1 _ J• I� �r -THE OWTS INSTALLER IS RESPONSIBLE FOR ALL MARK OUTS FOR ALL UNDERGROUND acrMa t--�p`"0 4,- - g $ ��� 1 17 UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED THROUGHOUT - Y.. 1000.111.08-te THE PROJECT PER PREVALENT CODE. NOTE:NO WATER ENCOUNTERED Lor tsz LOT 14] Ro t -CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL,STATE, oaNNE10 304.95 1 �••-•-'••- TEST HOLE DATA _ COUNTY AND LOCAL SAFETY CODES. DWELLING •l �OHEPET SCALE:NTS 'UREIC WATER � - -OWTS INSTALLER TO COMPACTARE4S DISTURBED TO 95/PROCTOR DENSITY(36 IN. c«+°�p°` wuLiis CQ'� BELOW GRADE,121N.LIFTS MAX) (� cNNN'e°t I END PLUG OR STOPPER FB1E10 _ -OWTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR 15 " ° uneFVWc ¢ag 1owS01i-0 16 DEFICIENCIES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. ��e' 1 8T9,aa0oETN LINE OF EXISTING LOT 14s -ALL EXTERNAL ELECTRICAL AND CONTROL WIRES SHALL BE ROUTED IN A MIN 3/4"SCH 40 STRUCTURE TO BE N30E ELBOW PVC PIPE.DIRECT BURIAL NOT PERMITTED. DEMOLISHEDDWEWAT )NG PUBLIC WATER E WYE -MAINTAIN 10'VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES. MAINTAIN 20'SETBACK TO EXISTING POOL. ORTH - ALL 20°AND 24°RISERS SHALL HAVE SAFETY SCREENS AND COVERS SHALL BE POLYLOK OR TUF-TITE. PLAN CLEAN OUTAT GRADE 1•-20, SCALE'N� NEW GRADE TO BE 5%MAX SLOPE WITHIN 20'OF IA OWTS - -ALL LOTS WITHIN 150'ARE IMPROVED AND SERVED BY PUBLIC WATER. INDOORS Game" NO KNOWN WELLS WITHIN 150'OF PROPERTY. HOUSE I OWT CONTROL PANEL Y1sNA—N PANEL I IN NEMA Q ENCLOSURE G OU° Nonn°vu,Km,.w -OWTS INSTALLER SHALL NOTIFY THE SCDHS 48 HOURS PRIOR TO THE INSPECTION. ° ATTACfIPANELm 11[A NROD WB04� PROVIDE(2)2DAMP 14VLL I • NO WLD a AER WM — /x® PANtL ATTAO®m KA4•s I 2p12.atzG N SLN \ P,w,vM COIOATBREAKERIN HOUSE CDNNEC'lION ¢ID¢[cMY 4"POST. ReD1Y 5UxFACE PoLYFA PAN¢ 20a BO-CCONOLR 1PtE N - Proposed I/A OWTS Plan �.__ Cfi' ,v¢ , tsAPollB Rrow PAu¢uus ,E 'oA •x R¢FAKER I itG I-, 1 r ,A B POWFALPElO FlDAT AR UTETO I TRFATLRIRTANK TO— EX WIL BECEFFACIE ' ^� — 5050 Nassau Point Road \. ANLNEmAURN NI3FALLFDNWEPTHERP¢OOF WP cow ,a ^�^� — PPD 46„ SAPDWRF0¢ E"a°� TM R Cutchogue NY 11935 PP/PE S% COxP¢E40¢IR RRGRFII � ® .Xk DECI�SUPPLV fA°N NOTES -`� D,tlDING 1.PROTECT ALL ABOVE GRADE OWiS WMING W/M SOH 60 PVC CONDUIT ,Pc",P �( ° N _ HEFT NO: RAWN BY: MT REV: ATE: L°aP:,acmavw, J Tr.NN,,.a SINGLE LINE DIAGRAM ��+ PUNP DISTRIBUTION BOX gaP°o`uuoPVA, R Ol FLOA ETTDFNT FLOAT9/08/21 T FLOAT SCALE:NTS SYNPUL M w SWUCH SCALE:NTS HECKED BY: BLOWER AND PANEL DETAIL ISSUE DATE: 05/20/21 ° -1SCALE:Nf8 . tL wxomte, rr,W¢gtll RrtV,NiuxlD ox �eww TWO STORY mK¢+N T emRDaM HD,sF POLYLOK_ IO' 20'D HOPE SECURE HEAVY COVER TO 24.0 HOPE SECURE HEAVY COVER TOHOLE CALE: AS NOTED 9 LEOM GRADE BY POLYLOK(EUN.)AND GRADE BY POLYLOK(ELW_)AND 3017A RM TO GRADE MLIND FLOOR ELEV:90.5' SAFETY SCREEN SY POLAbK(TYP) SAFETYSCREFNBYPOLYLDK(1YP) -� _ v/c (E)GRAOE ELEV:74S' v -------� APB ° uEAN°�� MarkThackrah 0\q�cWTc � tOgY¢T TO BUILDING SEWER r µED Alp m •14o�wT t1PtnNf[R/ ASmPxPT45wFSM 4-0SOR-351M m®®®®m® A r c h i t e c t u r e / ys mowis (SEE:87A. 4•D sun MIN. Na LFN 10 S1DPE omam®®l9 SGYEO(TENOA' �� ®®®®®® 34 Hat'Dor Blvd t d s ® E 2'CAST RON PPE EYIJSE'X, OVIMILT65' EF' NT WESHALL ENTER THE mmmm®® * *- �TTN� �LANKgR,Sw� THROWN FOUNDATION RNGASMGNA6P059BLELY mmmm®®m East Hampton,NY 11937 ,q¢N Au°°Fnx As RED METE T6S' mm0m®® m ® \ m mTw MANTABNGtNMN¢nPE mmmm®®m p N / \, ,��s�. FaRmLmu BASENENr ELEv:el.r tD'LWR� +----8' Dmm®®mm Ay�, 0C 9g7-y0� 6TTT:71.4' F NE`I4 - ®®®� BRIDGEWATER SECTION A-A VIEW SECTION 8.6 VIEW �Rx)B'X tD'PRE01sr Comm J 10 TANK CLEAN OUT DETAIL SYSTEM SECTION NO GROUND WATER ENCOUNTERED 17'BELOW GRADE LEACHING POOL Environmental Services NTS SCALE:NTS SCALE:MS I I I I I I I I I I I I I I PM SURVEY OF PROPERTY A T CUTCHOG V E 1,pN TOWN OFF SO UTHOLD SUFFOLK CO UNT Y, N. Y. P�p� �P,�ER 1000-111-08-14 SCTM G \ SCAL' : '- 1000-111-os-12.1 \ E 1 -30 JUNE 24, 2020 LOT 149 JAN. 31, 2022 (PROPOSED HOUSE) DWELLING �1 MARCH 29, 2022 (FOUNDATION LOCATION) PUBLIC WATER SCTM# O? 1000-111-09-10 NO DWELLING t. PUBLIC WATER � I 0 I 1 SCTM# 1000-111-08-13 I LOT 148 I DWELLING ---'" PUBLIC WATER EL 67.N' CMF \ _ O 306 8o \. \ °N °\ X 0. OH 6g SINCURB \ \`( \ �\ TH \\\ \ tJ NP I q?,\ \ \\ o ml N c LOT 153 EL=86.4 \ J P \ T 1<L N7g36�20 ---------------„-_ ® � \\ \ 79.2' \\ \\ \\ \\ \\ obi TEST HOLE DATA --' ; ee so \ 2�°� \moo \` \\ \\ \\ \\1 �� \ y O \ A McDONALD GEOSCIENCE EL 87.6' —_ 88, APRON I \ \\ \\ \\ \ \ c' 61312020N. 2\.3 EL. 86.4• 11.o'W CMF o GRPV6�- COP� DTN MIXED SAND & LOAM '�i t \a; 1q� ta`� \� \ \\ \\\ \\� +\ 1000 SC 11M 09-11 2' ? �, 12. 6cv O DWELLING CONC. d1 \ N PUBLIC WATER CA BROWN SILTY SAND SM N i 20.2 N o o. CIA ��.t \ END RET� O 3' mG FR cVip, 2o \\WALL 2.o'S\\ \\ 4 O O \ SPOT EL\ EL 71.9: END RET. 76.6'X CM END RET.EL 68.6' 0' WALL 2.0'S ON O WALL 2.0'S O 13Q 6 \\ \\ � I I ERGREENI gUSNE \ ON OF pR1VP! _ SCTM# 1 \ 1 OO S FdN.END VOW OF Rom' WALL 1 PALE BROWN FINE SAND SP 1000-111-08-16 i LOT 147 \\ 1 �,�' OWN / ° �o4•g5� STONE 001) sj oNE Rom, WALL ON q --7 U1 �t DWELLING I \\ 1 CONG. g1.0�� END OGE RET. ON PUBLIC WATER CHAIN LINK ONCE WALL 2 1'S �/ 17' Q FEN. 6R. -NOE FEN.END NOTE: NO WATER ENCOUNTERED o•8 ssoc�DE o.s's OV` do EL 89.9' O'�E S7g4p+o0"W r ' R CMF FEN.COR. SCTM( o.a's 1000-111-08-15 ! C . LOT 1�� ELEVA77ONS REFERENCED TO NAVO 88 DWEWNG Aln ALL PROPERTIES WITHIN 150' ON PUBLIC WATER PUBLIC !4ATER KEY SCTM# 1000-111-09-12 O REBAR DWELLING 0 PUBLIC WATER ® = WELL Oo ® = STAKE LOT 151 �� = TEST HOLE ® = PIPE APR 0 6 2022 ® = MONUMENT BUILDING DEPT. SCTM# TOWN OF SOUTHOLD = WETLAND FLAG 1000-111-08-18 = UTILITY POLE LDT 145 = HYDRANT DN/EWNG Of NEN,r y PUBLIC WATER J.al't y �g O P A to 41 A LOT NUMBERS REFER TO "MAP OF AMENDED MAP 'A' OF NASSAU POINT, f P` OWNED BY NASSAU POINT CLUB PROPERTIES, INC" FILED /N THE SUFFOLK _ COUNTY CLERK'S OFFICE ON AUGUST 16, 1922 AS FILE NO. 156. N.Y.S. L/C. NO. 49618 N.Y.S. L/C. NO. 051132-01 ANY ALTERA710N OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW AREA= 30,576 SO. FT. TO TIE LINE YORS, P.C. YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL (631) 765-5020 FAX (631) 765-1797 CER77RCA7IONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY /F SAID MAP OR P.O. BOX 909 COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 T R DEN.R 1197E STREET 120-0,25 N ADDRESS. 5050 NASSAU POINT ROAD, CUTCHOGUE SURVEY OF PROPERTY REF # R-21 1411 A T CUTCHOG UE O P� TO WN OF SO UTHOLD DER� pE�`1PERRE SUFFOLK COUNTY, N. Y. 1000-111-08-14 scTM# SCALE. 1'=30 1000-111-08-12.1 JUNE 24, 2020 LOT 149 JAN. 31, 2022 (PROPOSED HOUSE) DWELLING \, MARCH 29, 2022' (FOUNDA 77ON LOCA 770N) PUBLIC WATER APRIL 14, 2022 (SPOT ELEVA 77ONS) MAY 27, 2022 (PROPOSED) OCTOBER 20, 2022 (BOH FINAL) scTM# DUNE 22, 2023 (FINAL, AS BUILT SURVEY) � o? 1000-111-09-10 0 DWELLING I 1 PUBLIC WATER SEPTIC LOCATION o I I A B I OUTLET OF ' S9'6" FUJI CEN10 SCTM 40 # POLY LOCK , , „ 1000-111-08-13 DIST. Box 47 66 6 � LOT 148 � --___--- ' , , » DWELLING EL 67.5' 8 LP C1 3 8 6 3 6 PUBLIC WATER N CMF 8 �P12 5 2' 7 4' a 3o6.ao' °N ON ag C'jRe ON / ON PSPNF,LS WPV ELE LOT 153 6�20"� R1�/E`!'IP'Y'� OpER D EDGE `2l n7v N O V 1 3 S RCP D WO ENERATOR \ o� �' 00 m pdE B EXEC. D i0 G E�gOX�\02 Mt < m o A O TEST HOLE DATA GR �" 25.2 91Q lo) Dc 1C O VA 2 c m McDONALD GEOSCIENCE EL 87.6' Y q ` z 61312020 D�IVE.p1P ° 21� �. C.O. ` 0 \s m O m _FEN. CMF � HOUSE N GRAVE 0 78� LP2 EL. 86.4, 1.0'W o < �• 2 ,TORY FRAgo.B. MIXED SAND & LOAM -� ` °RPVE� r r'^'F�r•E�- 1a°I of A `L m LP1 I SCTM# \�°� _ �a ➢ SEPTIC ' 1 1000-111-09-11 Z A 11� 3"�• � Z BLOWER \ O DWELLING 2 m 12• GENERATOR O I ^ CONC. � N Z = N PUBLIC WATER BROWN SILTY SAND SM N i 20.2' N "N �. cv 1' E��� O 3' W srY. FR N N o 25.2 O Q 0 GE (/� _ OY GARA 213 GRpdE� UNDE RGR OUND � TO o PL CM EL 68.6' 25 6 LL W END RET. PROPANE TANK EN RET. WA pE, EDGE Lo U_ WALL 2.0'S ON WAY O WALL 2.0'S 13A6 WOC �,? WOODS ON / GE O�DRNE T1FCL EL�71.9' , SCTM# FEWEND STE ' EO SON Ro' PALE BROWN FINE SAND SP 1000-111-08-16 LOT 147 0'4N / ° 304,95 END RET. LOT 152 gfONE RED' WA" ON WALL 2.0'S DWELLING CONC.BCCCK EEND RET. ON / PUBLIC WATER � CHP�N CONK FENCE WALL 2.1'S �i 17' O 0.8 N OR. _ COCKADE FENCE O.fi S FEN.END p NOTE. NO WATER ENCOUNTERED EL 89.9' 0.5'�E 57g4o.00� CMF FEN.COR. CCTm# 0.4's 1000-'11-1f08-15 LOT 146 ELEVATIONS REFERENCED TO NA VD 88 DWELLING ALL PROPER77ES WITHIN 150' ON PUBLIC WATER PUBLIC WATER SCTM# K 1000-111-09— 2 DWELLING = REBAR O PUBLIC WATER ® = WELL 0 A = STAKE LOT 151 0 ® = TEST HOLE ® = PIPE = MONUMENT = WETLAND FLAG SCTM# _ 1000-111-08-18 C'Q., = U77LITY POLE LOT 145 ,' 1 V = HYDRANT DWELLING r PUBLIC WATER �l r•�.1.r... LOT NUMBERS REFER TO M J MAP OF AMENDED MAP AJ OF NASSAU POINT, OWNED BY NASSAU POINT CLUB PROPERTIES, INC" FILED IN THE SUFFOLK ` cap �� N.Y.S. LIC. NO. 49618 COUNTY CLERK'S OMCE ON AUGUST 16, 1922 AS FILE NO. 156. � N.Y.S. LIC. N0. 051132-01 ANY ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW AREA= 30,576 SO. FT. TO TIE LINE \ PECONIC S RS, P.C. YORK STA7E EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2ALL JUL (631) 765— 020 FAX (631) 765-1797 CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR P.O. BOX 909 COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD,' N.Y. 11971 2 0-025 N ADDRESS: 5050 NASSAU POINT ROAD, CUTCHOGUE � _ SUR VEY OF PROPERTY REF # R-21-1411 JUL 1 0Z A T CUTCHOG UE ' p TOWN OF SO UTHOLD G G SUFFOLK COUNTY, N. Y. RP V�PER �REEtI c 10007 111-08-14 SCTM# SCALE.- V=30 1000-111-08-12.1 JUNE 24, 2020 LOT 149 \ JAN. 31, 2022 (PROPOSED HOUSE) DWELLING MARCH 29, 2022 (FOUNDATION LOCATION) PUBLIC WATER APRIL 14, 2022 (SPOT ELEVATIONS) MAY 27, 2022 (PROPOSED) I OCTOBER 20, 2022 (BOH FINAL) IL SCTM# N 1000-111-09-10 O DWELLING PUBLIC WATER w 1 a � SEPTIC LOCATION 0 I 0. W o I U) LL A B = cn �_ o � 2 OUTLET OF > » ( ~ Y N � o SCTM# QOU 1000-111-08-13 I = w t wm �, _ E FUJI CEN10 59 6 w Z `^ W POLY LOCK » " DIST. Box 47 6 6 6 LOT 148 I 0 w U) � o ,V a, ct O w cn � � m �� DWELLING EL 67.5' I— w °' o i" L cc 8 X 10 EL63.5 C) o - � LP 3 3 8 6 3 6 PUBLIC WATER N Z tX zIL cu f ' ; .2 LL m8' X 10' o i 1- ca- m oLP 452 74 306.8 oH � o Xss. ' - z < � 0 � off kESEIR a O = aJ c 2 Y o'" gg ouRe oR\/sWP'( VAST w y G2 �- _j o 0 TH ELEC. Np�( ��\ SPOT EL 1 y N v LOT 153 „ ®EL=86.4' METE J P`'P OT //w �76.3' O r� O (!3 G' O 36 20 E 79.2' w L PANES\2� r�� mI Q m � o N7g i/ CONIRO PIN 1 0o a M d o � <L BB al B �,gUR1E0 ELEC• OEO�CA/F�p BOX \yo2 (Zr►l cz m o Z p_ O � � a o 0 -ter---� U TEST HOLE DATA EL 87.6' 1�• 2� \i spot L � O Z .--1 CL rn rn m McDONALD GEOSCIENCE APRON 3 � o � r C m 61312020 N CMf 21.3 2 S(ORY HOUSE `n 0. \G 77.6'� O Q O,W 'CO7 gEOROOM CONSSRUCOON� N 7aq LP4 �cfl y Dy LL a3i '`u umi EL. 86.4 o A`4E (UNOaRO' '` 1 � SCTM# LL v Q MIXED SAND & LOAM �` it FF 1q 0' q A P3 SEPTIC 1000-111-09-11 � p c o ' \g.3 18. SPOT EL1 >r BLOWER7.3 p 2 M 12• � � UNDERGROUND GENERATOR o DWELLING of N s � g PUBLIC WATER BROWN SILTY SAND SM N Z 2p 2' n CONC. � PROPANE TANK 77 1' + (,1 c� FIR N 2a°1 �� ROL O 3 m sn. g' Q r GARAGE 7 q 25.6' W END RET. N X 76 6TPEL. CM EL 68.6' d` WALL 2.0'S EN RET. W oNAY y WALL 2.0'S oN aGE Of po WAL1 EL'71.9' SCTM# FEN.END 9 SON PALE BROWN FINE SAND SP 1000-111-08-16 LOT 147 0.4'N / 0 3()A.,95 END RET, LOT 152 E RED• WALL ON WALL 2.0'S OVA DWELLING NCE CONC BLOCK EEND RET.gG ON / PUBLIC WATER CHAIN LANK FE WALL 2.1'S f f 7' 0. FEN.END FEN.8" R. FENCE 0.6'S Q 0 NOTE.' NO WATER ENCOUNTERED 5N g1pCKA0E 0.5'E � EL 89.9' S?gA0 00 CMf FEN.COR. SCTM# 0.4's 1000-111-08-15 LOT 146 i ELEVATIONS REFERENCED TO NAVD 88 EWELLING ALL PROPERTIES WITHIN 150' ON PUBLIC WATER PUBLIC WATER KEY ScTM# 1000-111-09=12 0 DWELLING= REBAR 0 PUBLIC WATER ® = WELL O = STAKE LOT 151 i 9 = TEST HOLE I ® = PIPE i 1f = MONUMENT i = WETLAND FLAG 1000 1111M-08-18 of NEY✓Yo9 c0b = UTILITY POLE O �P Q F = HYDRANT DWELLING PUBLIC WATER ' LOT NUMBERS REFER TO "MAP OF AMENDED MAP 'A' OF NASSAU POINT, Cp ti,ptlO OWNED BY NASSAU POINT CLUB PROPERTTEs; INC- FlLED IN THE SUFFOLK N.Y.S. LIC. NO. 49618 COUNTY CLERK'S OFFICE ON AUGUST 16, 1922 AS FILE NO. 156. N.Y.S L/C. NO. 051132-01 ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION OF SEC77ON 7209 OF THE NEW I AREA= 30,576 SO. FT. TO TIE LINE PECONIC SUR S, P.C. YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL (631) 765-50 FAX (631) 765-1797 CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR P.O. BOX 909 COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 T 20-025 Generated by REScheck-Web Software CNJ/ Compliance Certificate Project 5050 Nassau Point Rd. 2 NOV 0 12021 Energy Code: 2018 IECC Location: Cutcho ue, New York BUILDING DEPT. 9 TOWN OF SOUTH&D Construction Type: Single-family Project Type: New Construction Orientation: Bldg.faces 78 deg. from North Conditioned Floor Area: 4,549 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5050 Nassau Point Rd. Arthur Browne Erica Goetz Cutchogue, NY 11935 17 Hewitt Road Studio Goetz Rockville Centre, NY 11570 92 Morningside Ave 5162201586 New York, New York 10027 arthurjbrowne@gmail.com 2127071105 eg@studlogoetz.com "Compliance: Passes using UA trade-off Compliance: 25.4%Better Than Code Maximum UA: 1107 Your UA: 826 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area J Prop.Assembly or Cavity Cont. Ceiling Upper: Flat Ceiling or Scissor Truss 1,837 54.8 0.0 0.025 0.026 46 47 Skylight 2:Vinyl Frame 12 0.300 0.550 4 7 SHGC:0.42 Ceiling S: Flat Ceiling or Scissor Truss 531 54.8 0.0 0.025 0.026 13 13 Skylight:Vinyl Frame 21 0.300 0.550 6 11 SHGC: 0.42 East Wall:Wood Frame, 16" o.c. 1,119 28.2 0.0 0.050 0.060 40 48 Orientation: Front Window 3:Wood Frame SHGC: 0.35 192 0.260 0.320 50 61 Orientation: Front Window 2:Wood Frame SHGC: 0.27 132 0.270 0.320 36 42 Orientation: Front South Wall:Wood Frame,16"o.c. 1,990 28.2 0.0 0.050 0.060 74 89 Orientation: Right side Project Title: 5050 Nassau Point Rd. 2 Report date: 10/21/21 Data filename: Page 1 of10 r Gross Assemblyor Perimeter Fixed Windows:Wood Frame SHGC: 0.35 172 0.260 0.320 45 55 Orientation: Right side Operable:Wood Frame SHGC: 0.27 329 0.270 0.320 89 105 Orientation: Right side North Wall:Wood Frame, 16" o.c. 2,003 28.2 0.0 0.050 0.060 70 85 Orientation:Left side Operable:Wood Frame SHGC: 0.26 202 0.260 0.320 52 65 Orientation: Left side Fixed Windows:Wood Frame SHGC: 0.35 393 0.260 0.320 102 126 Orientation: Left side West Wall:Wood Frame, 16" o.c.Orientation: Back 987 28.2 0.0 0.050 0.060 37 45 Fixed Windows:Wood Frame SHGC: 0.35 133 0.260 0.320 35 43 Orientation: Back Operable: Wood Frame SHGC: 0.26 110 0.260 0.320 29 35 Orientation: Back Basement Wall: Insulated Concrete Forms 1,710 36.9 0.029 0.098 45 153 Orientation: Unspecified Operable:Wood Frame SHGC: 0.26 83 0.260 0.320 22 27 Orientation: Unspecified Fixed Windows:Wood Frame SHGC: 0.35 69 0.260 0.320 18 22 Orientation: Unspecified Crawlspace Floor: Slab-On-Grade(Unheated) 172 20.8 0.630 0.700 0 0 Insulation depth:4.0' Basement Floor: Slab-On-Grade(Unheated) 178 20.8 0.630 0.700 0 0 Insulation depth:4.0' Crawlspace Wall: Insulated Concrete Forms Orientation: Unspecified Wall height: 5.1' 470 34.7 0.028 0.059 13 28 Depth below grade:4.5' Insulation depth: 5.1' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 5050 Nassau Point Rd. 2 Report date: 10/21/21 Data filename: Page 2 of10 , REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 3.00.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section I ' Plans Verified Field Verified . # Pre-Inspection/Plan Review Value Value Complies? CoI . i -.mments/Assumptions &Req.ID 103.1, ;Construction drawings and ( ❑Complies :Requirement will be met. 103.2 :documentation demonstrate []Does Not [PRl]l ;energy code compliance for the �Location on plans/spec:A- V ;building envelope.Thermal ❑Not Observable :500,A-501 ;envelope represented on ❑Not Applicable construction documents. ; 103.1, ;Construction drawings and i❑Complies ;Requirement will be met. 103.2, :documentation demonstrate ❑Does Not 403.7 [P 3]1 !lighting and mechany code ical syste for ms. ❑Not Observable t� :Systems serving multiple 4 ❑Not Applicable ;dwelling units must demonstrate ! ;compliance with the IECC ; Commercial Provisions. 302.1, 'Heating and cooling equipment Is: Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 4sized per ACCA Manual S based ; Btu/hr ; Btu/hr :❑Does Not [PR2]2 'on loads calculated per ACCA : ; : :Location on plans/spec: J i Manual J or other methods Btu/hrCooling Bt/hrg ;❑Not Observable ;See provided Manual J,S, D ;approved by the code official. :❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medlum Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5050 Nassau Point Rd. 2 Report date: 10/21/21 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions, & Reg.ID 402.1.2 ;Slab edge insulation R-value. ; R- ; R- ;❑Complies (See the Envelope Assemblies [FO1]1 ❑ Unheated ❑ Unheated T❑Does Not table for values. } ; ❑ Heated ❑ Heated ;❑Not Observable 1 ❑Not Applicable 402`.1.2 ;Slab edge insulation ; ft ; ft ;❑Complies :See the Envelope Assemblies [F0311 :depth/length. :❑Does Not ;table for values. ❑Not Observable ❑Not Applicable 402.1.1 ;Conditioned basement wall R- ; R- ;❑Complies ;See the Envelope Assemblies [F04]1 insulation R-value.Where Interior: _ _ !❑Does Not ;table for values. insulation is used,verification R R may need to occur during ;[]Not Observable ; Insulation Inspection. Not :❑Not Applicable required in warm-humid locations !In Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies ;Requirement will be met. [FO5]1 i insulation installed per ❑Does Not u ;manufacturer's instructions. i❑Not Observable !Location on plans/spec: A- 1❑Not Applicable 500 402.2.9 ;Conditioned basement wall ; ft ; ft ;❑Complies ;See the Envelope Assemblies [FO6]1 ;insulation depth of burial or :❑Does Not ;table for values. distance from top of wall. J ❑Not Observable ; i I❑Not Applicable 303.2.1 'A protective covering is installed } ❑Complies ;Requirement will be met. [FO11]2 ito protect exposed exterior ; ❑Does Not (insulation and extends a 3❑Not Observable ;Location on plans/spec:A- minimum of 6 in.below grade. 500 i❑Not Applicable 403.9 i 1Snow-and ice-melting system ❑Complies !Exception: Requirement is [F012] i controls installed. r❑Does Not not applicable. '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5050 Nassau Point Rd. 2 Report date: 10/21/21 Data filename: Page 4 of10 Section plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Glazing U-factor(area-weighted ', U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, !average). :❑Does Not table for values. 402.3.3, 1 402.5 ;❑Not Observable [FR2]1 1❑Not Applicable QVI 1 I I I I 303.1.3 ;U-factors of fenestration products' ❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance ❑Does Not with the NFRC test procedure or :Location on plans/spec:A- J taken from the default table. 10Not Observable :400,A-401 I j❑Not Applicable 402.1.1, ;Skylight U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.3, ❑Does Not table for values. 402.3.6, 402.5 ;❑Not Observable [FR5]1 ❑Not Applicable I I 1 I I 1�1 I I I I I 402.4.1.1 ;Air barrier and thermal barrier ;❑Complies :Requirement will be met. [FR23]1 installed per manufacturer's {❑Does Not Instructions. ❑Not Observable Location on plans/spec:A- I I❑Not Applicable 500 402.4.3 ;Fenestration that is not site built i ❑Complies ;Requirement will be met. [FR20]1 Is listed and labeled as meeting 4 []Does Not �J lAAMA/WDMA/CSA 101/I.S.2/A440 i or has Infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ;❑Not Applicable limits. , 402.4.5 (IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]2 !sealed at housing/interior finish ❑Does Not I and labeled to indicate s2.0 cfm leakage at 75 Pa. y❑Not Observable J�❑Not Applicable 403.3.1 ;Supply and return ducts in attics []Complies ;Exception: Ducts located [FR12]1 Insulated >= R-8 where duct is ❑Does Not !completely inside the >=3 inches in diameter and >= building envelope. R-6 where <3 inches.Supply and {❑Not Observable return ducts in other portions of i❑Not Applicable ;the building insulated >= R-6 for :diameter>= 3 inches and R-4.2 :for<3 inches In diameter. 403.3.2 !,Ducts,air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 :boxes are sealed with ❑Does Not- 14 �joints/seams compliant with [-]Not Observable International Mechanical Code or ;International Residential Code, as []Not Applicable ;applicable. 403.3,.5 ;Building cavities are not used as 14I❑Complies ;Requirement will be met. [FR15]3 :ducts or plenums. f❑Does Not J ;[--]Not Observable { J❑Not Applicable 403.3.6(1,;Ducts partially or completely ❑Complies ;Requirement will be met. 2) !buried in ceiling insulation have ❑Does Not [FR26]3. :an insulation R-value not less ;than R-8,the sum of the ceiling ❑Not Observable insulation R-value against and ❑Not Applicable ;above the top of the duct,and f !against and below the bottom of } !the duct, Is >=than R-19, {{ ; excluding the R-value of the duct Insulation. 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5050 Nassau Point Rd. 2 Report date: 10/21/21 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.3.7 ;Ducts declared to be within the ❑Complies ;,Requirement will be met. [FR28]3 !conditioned space are either 1) ❑Does Not (completely within the continuous lair barrier and within the building []Not Observable ;thermal envelope,2) buried ( ❑Not Applicable ;within ceiling insulation in ( ; ,accordance with Section R403.3.6 and the air handler is located completely within the ;continuous air barrier and within ; Athe building thermal envelope land the duct leakage is<= 1.5 ! lcfm/100 square feet of conditioned floor area served by ;the duct system,or 3)the ceiling ; Insulation R-value installed ! !against and above the insulated duct>= to the proposed ceiling insulation R-value,less the R- ; ;value of the insulation on the 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 above 105 W or chilled fluids ; !❑Does Not 'below 55 QF are insulated to zR- ! ! ! ! 3 :[]Not Observable ! ! ! .!❑Not Applicable ! 403.4.1 !Protection of insulation on HVAC '�❑Complies ;Exception: Requirement is [FR24]1 !piping. I❑Does Not lnot applicable. J []Not Observable J❑Not Applicable ! 403.5.3 Hot water pipes are insulated to R- ; R- ;[]Complies ;Requirement will be met. [FR18]2 ;zR-3. ! !❑Does Not �J ;❑Not Observable ! ;❑Not Applicable ! 403.6 ;Automatic or gravity dampers are ;❑Complies :Requirement will be met. [FR19]2 i installed on all outdoor air ❑Does Not ;intakes and exhausts. []Not Observable ! ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5050 Nassau Point Rd. 2 Report date: 10/21/21 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 )All installed insulation is labeled ❑Complies ,Requirement will be met. [IN13]2 aorthe installed R-values ` f❑Does Not provided. l ❑Not Observable i J❑Not Applicable 402.1.1, ; all insulation R-value.If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies 402:2.5, mass wall with at least lh of the ❑ Wood ❑ Wood Z Does Not ;table for values. 402.2.E wall insulation on the wall ;❑ Mass El Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation ; v ;requirement applies(FR10). ❑ Steel ❑ Steel :❑Not Applicable 303.2 ;Wall insulation is installed per i ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable :Location on plans/spec:A- ❑Not Applicable 500 Additional Comments/Assumptions: r 1 1HIgh Impact(Tier 1) 12 IMedium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 5050 Nassau Point Rd. 2 Report date: 1021/21 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions. & Req.ID 402.1.1, ;Ceiling Insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1. ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.2, ;❑ Steel ❑ Steel :❑Not Observable 402.2.6 FI1 1 ;❑Not Applicable [ ] I 1 I I I I I I 1 1 I 1 1 1 1 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. f ❑Does Not [FI211 !Blown insulation marked every } :Location on plans/spec:A- 300 ft-. ,❑Not Observable ;500 I l❑Not Applicable 402.2.3 ;Vented attics with air permeable ' ❑Complies ;Exception: Requirement is [F[22]' 1 insulation include baffle adjacent ❑Does Not not applicable. Ito soffit and eave vents that extends over insulation. IE]Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI311 ;insulation aR-value of the ; UDoes Not :adjacent assembly. ; :Location on plans/spec:A- 1❑Not Observable ;100,A-101 ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50= ;❑Complies ;Requirement will be met. [FI17]1 each In Climate Zones 1-2,and ; ;❑Does Not <=3 ach in Climate Zones 3-8, ❑Not Observable ;❑Not Applicable 403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 ;determine air leakage with ; ft2 ft2 ❑Does Not leather: Rough-in test:Total leakage measured with a ;❑Not Observable ,pressure differential of 0.1 inch j ❑Not Applicable ;w.g. across the system including ; (the manufacturer's air handler ; !enclosure if Installed at time of !test. Postconstruction test:Total I ;leakage measured with a pressure differential of 0.1 inch ; ;w.g.across the entire system including the manufacturer's air handler enclosure. I I I 1 1 403.3.4 l Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI411 ;cfm/100 ft2 across the system or ; ft2 ; ft2 ;[]Does Not l<=3 cfm/100 ft2 without air handler @ 25 Pa.For rough-in ;❑Not Observable ;tests,verification may need to ; - :❑Not Applicable ;occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated �❑Complies ;Requirement will be met. [FI24]1 ' !by manufacturer at<=2%of J❑Does Not ;design airflow. ( l l 1 J❑Not Observable i❑Not Applicable ; 403.1.1 ;Programmable thermostats ❑Complies ;Requirement will be met. [FI9]2 #installed for control of primary ❑Does Not ;heating and cooling systems and . initially set by manufacturer to ❑Not Observable code specifications. UNot Applicable 403.1.2 i,Heat pump thermostat installed 10complies ;Requirement will be met. [FI10]2 )'on heat pumps. ;❑Does Not 1❑Not Observable l J❑Not Applicable 403.5.1 'Circulating service hot water ❑Complies ;Exception: Requirement is [Fill]2 ksystems have automatic or ❑Does Not ;not applicable. ;accessible manual controls. ; $ 1[]Not Observable ( ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact'(Tier 2) 3 Low Impact(Tier 3) Project Title: 5050 Nassau Point Rd. 2 Report date: 10/21/21 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies3 Comments/Assumptions &Req.ID 403.6.1 ;All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 !fans not part of tested and listed ❑Does Not 's HVAC equipment meet efficacy } ;and air flow limits per Table !❑Not Observable R403.6.1. i J❑Not Applicable 403.2 !Hot water boilers supplying heat ' I❑Complies ;Requirement will be met. [FI26]� through one-or two-pipe heating ❑Does Not ; !systems have outdoor setback control to lower boiler water [:]Not Observable !temperature based on outdoor i❑Not Applicable ;temperature. ! 403.5.1.1 I Heated water circulation systems i ;❑Complies ;Requirement will be met. [FI28]2 i have a circulation pump.The ❑Does Not ; system return pipe is a dedicated !return pipe or a cold water supply (❑Not Observable pipe.Gravity and thermos- {❑Not Applicable !syphon circulation systems are not present.Controls for ! circulating hot water system pumps start the pump with signal ;for hot water demand within the occupancy.Controls automatically turn off the pump 1 when water is in circulation loop Is at set-point temperature and no demand for hot water exists. I ; 403.5.1.2 ;Electric heat trace systems )❑Complies ;Exception: Requirement Is [F12912 !comply with IEEE 515.1 or UL I❑Does Not :not applicable. 1515.Controls automatically s ; ]adjust the energy input to the i i❑Not Observable ;Location on plans/spec:To heat tracing to maintain the ![]Not Applicable ;be verified desired water temperature in the piping. 2 403.5.2 (Demand recirculation water 10Complies ;Exception: Requirement is [Fl30]2 !systems have controls that t ❑Does Not ;not applicable. !manage operation of the pump ;and limit the temperature of the ❑Not Observable ;Location on plans/spec:To ;water entering the cold water ❑Not Applicable be verified ;piping to<= 1049F. 403.5.4 I Drain water heat recovery units '❑Complies ;Exception: Requirement is [FI31]� tested in accordance with CSA T❑Does Not not applicable. i B55.1. Potable water-side []Not Observable pressure loss of drain water heat :Location on plans/spec:To recovery units< 3 psi for ❑Not Applicable :be verified I individual units connected to one ; !or two showers.Potable water- i side pressure loss of drain water heat recovery units<2 psi for ; individual units connected to ; ;three or more showers. ; 404.1 ;90%or more of permanent fi ❑Compiles ;Requirement will be met. [FI6]1 ;fixtures have high efficacy lamps. PDoes Not ;❑Not Observable I x ]Not Applicable ; 404.1.1 !Fuel gas lighting systems have ;❑Complies :Requirement will be met. [FI2313 no continuous pilot light. 3❑Does Not A ! y❑Not Observable i f❑Not Applicable 401.3 !Compliance certificate posted. f❑Complies ;Requirement will be met. [F17]2 iE)Not ❑Does Not Observable !❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5050 Nassau Point Rd. 2 Report date: 10/21/21 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies2 Comments/Assumptions. &Re .ID 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met. [F118)3 !mechanical and water heating []Does Not )systems have been provided. 1 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5050 Nassau Point Rd. 2 Report date: 10/21/21 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 36.90 Below-Grade Wall 34.70 Floor 20.80 Ceiling / Roof 54.80 Ductwork (unconditioned spaces): Glass & Door Rating • Window 0.26 0.35 Door Skylight 0.30 0.42 CoolingHeating & Heating System: Cooling System: Water Heater• Name: Date: Comments L ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #41) NEW YORK, NY 10027 T: 212.707.1105 STRUCTURAL ENGINEER: LERA CONSULTING STRUCTURAL 40 WALL STREET, 23RD FLOOR NEW YORK, NY 10005 T: 212.750.9000 F: 212.750.9002 MECHANICAL CONTRACTOR: l 2 3 4 6 7 8 KOLB MECHANICAL CORP. --- L 11500 OLD SOUND AVENUE 2 I/4" 18'-10 I/2" 24'-5"0'-9 MATTITUCK, NY 11952 T: 631.298.5527 631.298.5534 I I I I I 2 I ,- A-401 A-401 � EXPOSED CONIC, A- DESIGN: FOUNDATION WALL, � BRIDGEWATER ENVIRONMENTAL SERVICES I I I I 3 l I TYP. MER I PO BOX 1375 I CONC. FOUNDATION WALL. a-401 A-301 HOT WATER HEATER \ SOUTHAMPTON, NY 11969 I WI I R CI U I G T: 631.268,4434 I I I LINE OF CONCRETE FOOTING I Li ES TH OU HO T. I I BELOW, PER STRUCTURAL. 6'-2" 12'-7 I/4" \ CRAWLSPACE BELOW GRADE. -----------------J-------------------------- lA ----- - __ _ —� j MER TO HOUSE HOT WATER ------------------------- --- --------------- - HEATER AND OTHER i MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS FOR FINAL LAYOUT. I 61 it •I I � 1 I - A-400 1 L--------1 7 4' w \ j f IH�H 62 \ i---i ; - -- W. o -1 OFFICE 1 i \ 1 i I - \ CONCRETE SOG PER — MECH o FFa STRUCTURAL DRAWINGS FF-3 o - I • 0. 66 0I i / CRAWLSPACE } 1 1 I: •• .• II I I I I Ix I I I 1. � I ---� PIPE COLUMNS AND CONCRETE EL: —4'— 9 5/8' D I I I ' r I D I I 1 I DATE ISSUE FOOTINGS PER STRUCTURAL CRAWLSPACE I 4 I 29 DRAWINGS. / I----- - 4 I L- ---- -k- MOUNTED -_______-- ___-- -_ _.� � . LINE OF CONCRETE OCT 22, 2021 ISSUED FOR FILING FOOTING BELOW, PER RU RAL. APR II, 2022 REVISION I ST C IUFLOORDRAIN SET ----------- ------ FLUSH WITH CONCRETE. R -- -------- -- -------- - --------- --- � I 1 I I 1 FLOOR DRAINSE FLUSH WITH 0.03 FF-z CONCRETE. BATH1' IL-_----JL-----� L-__--J OFCI COUNTER ON WALL �- .04 u'3 BRACKETS. - - � s"-I I LAUNDRY 2 , IA ISSUED FOR FILING �, I I I a �• CD_I� FF-:5 I •� _- 2 I 2 II 2 EL: —9'—5 3/4' 1 I• A-400 I a-3oo Y CONCRETE 9'-9" lA 4'-2 1/2'1 DOB EMPLOYEE SIGNATURE: • 1 1 D I • � I 3 cwa� � I —------ ----------------� i . . 1---- — $7------------------------------------- i i 50 N i - .j L- OA!3 - --------------i ;I 31 I 18'-9 1/4" - --i - I 51A I •I i 1 � :.I I I I: 1 I i I 51B \ FLOOR DRAIN SET ; FLUSH WITH CONCRETE. — — CONCRETE SOG THROUGHOUT --------- �:: lip— j I PLAYROOM AND ----------------------- J EXPOSED PORTION OF CONIC - I — HALLWAY, PER j DOB BSCAN I I ------------ WALL TO RECEIVE THINSET I STRUCTURAL. TILE FINISH. SEE DETAILS. - I I 1 CIP CONC RETAINING WALL, TYP. F0.01 1 `' 1 l i SEE STRUCTURAL DRAWINGS. PLAY ROOM N j I N SEAL& SIGNATURE: I I �• ---1 -- --- FF-3 j EL: —9'— 5 3/4' • ---�-------- 3 �`-tii.o1'-YI �•�}.', I WOOD FRAMED STAIR WITH - -- CONCRETE I I I SOLID WOOD TREADS AND -- ----`------- I I I RISERS. PER DETAILS. 1 I I 52 • P u , 1 li L————————— ———————<��> -- ------------------------ J NFH N I W W �I 54 54B 22'-10 3/4' I NORTH FORK HOUSE EXPOSED PORTION OF CONIC 5050 NASSAU POINT ROAD, 1 l 1 I 24-3 1/2 j WALL TO RECEIVE THINSET CUTCHOGUE, NY 11935 A-300 I I I TILE FINISH, SEE DETAILS. J LINE OF GRADE Li (---- --- ---- --- --- --- --- --- -- - - ---- --- --- ----{-a I I j APR 1 S 2022 ID I BUILDING DEPT. I TOvVN OF SOUTHOLD I BASEMENT FLOOR PLAN ` I 20'-4" 1 PROJECT NO: 930 1 SCALE: DRAWING BY: SG BASEMENT FLOOR PLAN - 1 CHECKED BY: EG DWG NO: J Cif A- I00 . 00 (q/n/ i I I ARCHITECT: LINE OF ROOF SURFACE BEYOND STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #4D ROOF DRAIN AND ADJACENT ROOF DRAIN AND ADJACENT ROOF DRAIN AND ADJACENT NEW YORK, NY 10027 OVERFLOW. DRAINAGE PIPE TO RUN I OVERFLOW. DRAINAGE PIPE TO RUN 3 OVERFLOW. DRAINAGE PIPE TO RUN r2 212.707.1105 THROUGH CEILING AND EXTERIOR a-aol THROUGH CEILING AND EXTERIOR a-4o1 THROUGH CEILING AND EXTERIOR A-401 3-1/2" SOLID WOOD WALL CAVITY TO MER/BASEMENT. WALL CAVITY TO MER/BASEMENT. WALL CAVITY TO MER/BASEMENT. CONTINUOUS TRIM I'-10" 7'-2 1/4" 1'-10" 6'-0 12" 2'-7 3/4" 9'-8 1/4" I'-10" 17'-11" I'-10" 14'-2 1/4" I'-10" 3'-II I/4' EL: 22'-10 3/4' [112.9] 20 OZ COPPER 1 1 - 1- T.O. SECOND PARAPET ! FLASHING AT PARAPET, - I - - SOLDERED, TYP. - -- _ -------- -------------------- -- --- ------- ----------------- FULLY - - - - -- -- - - -- -- - - - - - - - - - EL: 21'-10' 111.8 - - --- - -- - -- -- - -- - -- - -- --- -�•"�, - -- - - -- - -- -- - a: 1 --- ---------- - - -- I =---- I -- -- - -- - - - - - -- -- -- --- ---- ----Q -_--- --_-- __ - __ -- -�--- - __ __ _-  -- -- -- - -- - -- -- - -- - -- - -- - - - -- - - - - - --- - -- [ ] 00] STRUCTURAL ENGINEER: T.O. ROOF JOIST GLUE-UP WOOD BOARD EL: 20'-6 3/8' [110.5] SPANDREL PANELS, TYP. _ _- _ - _ - _ - _-_ _ - " _ - - - _ _ - _ LERA CONSULTING STRUCTURAL 40 WALL STREET, 23RD FLOOR --- NEW YORK, NY 10005 FIN CLG SECOND - // \ - // // � // ____ _ \\ \ -- T: 212.750.9000 LINE OF GLASS F: 212.750.9002 O A - -- - r � O O O - - w /W\ GUARDRAIL BEYOND. ----- - 47 _6A 44A 43 42 41A 40B 40 PLANTER BEDS WITH GLASS GUARD PANEL AROUND PERIMETER OF ROOF TERRACE. MECHANICAL CONTRACTOR: --- — - -- ; I 16'-2" I'-10" 3'-II I/2" I'-10" KOLB MECHANICAL CORP. W // q t 20 OZ COPPER 11500 OLD SOUND AVENUE --- FLASHING AT PARAPET, - MATTITUCK, NY 11952 EL: 12'.10 5/8" [102.9] - -- -- -- - -- - - -- - - - -- -- - - -- - -- -- -- - - /w - -- -- - -- - - - - w-- - - - - - - -- -- - -- - - - - -FULLY- - ED, TY. • T: 631.298.5527 T.O. FIRST PARAPET � �l / � - FU Y SOLDER P 0 44B 4Ie // -- i i t=- _z-_---------------------------- o - -------� + F: 631.298.5534 II'-5 3/4' [101.5] - - - - - - -- -- - m - -- - - -- -- -- - Q - -- -- cn- -- - - -- -- - - ---J ----- -- a ---J -- - - o - - ------------------ EL: -- - i FIN FLR SECOND _ o ry m GLUE-UP BOARD EL 10'-0 3/4'[100.1] SPANDREL-PANELS ,o - _ _ o n P -- - - - - -- -- - -- - -- - -- m -- -- --- - FIN CLG FIRST —ETWEEI�WTn]DOWS TY _ --- -- -- - SPANDREL PANELS TY \ / SEPTIC DESIGN: 3-I/2" SOLID WOOD // \ // BRIDGEWATER ENVIRONMENTAL SERVICES VERTICAL BATTENS, TYP. PO BOX 1375 ALIGN SEAMS AT DATUM. --- w SOUTHAMPTON, NY 11969 IX6 CEDAR SHIPLAP - _ !/ \ 17A T: 631.268.4434 - cn HORIZONTAL SIDING, TYP. ----- ------ -- ----- 5 24 22 21 20 9 m r N 3-1/2" SOLID WOOD EL: 0'-6" [90.5] CONTINUOUS TRIM. FIN FLR FIRST ---- \ -- --- -- �% \\ -- --- -------- ---- - - - -- - - - - -� - - -- --- GLUE-UP BOARD o Qo - SPANDREL PANELS GROUND I a m BETWEEN WINDOWS, TYP. 0 EL: -0'-II' [89.1] m I- -- FIN CLG BASEMENT 3-I/2" SOLID WOOD � `-3-I/2" SOLID WOOD VERTICAL BATTENS, TYP. CONTINUOUS TRIM, TYP. ALIGN SEAMS AT DATUM. ' I - TILE ON THINSET AT IX6 CEDAR SHIPLAP , i CIP CONC WALL. HORIZONTAL SIDING, TYP. -------------- ------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------- 00 --------------------------------------------------------------------------------------- w---------------------------------------------------- 3-I/2" SOLID WOOD // CONTINUOUS TRIM, TYP. DATE ISSUE _ _ - -- - - - - -- -- -- -- - -- -- -- -- - -- - -- - - - - -- - -- -- -- -- -- -- - - - - - -- - -- - -- - -- -- - - - - OCT 22, 2021 ISSUED FOR FILING FIN FLR BASEMENT APR 11, 2022 REVISION I ---------------'----------------------------------------------------------------------------------------------------------------- ------------------------------------------------------- I LINE OF CONCRETE FOOTING SOUTH ELEVATION BEYOND, SEE STRUCTURAL. 1/4" = 1'-0" i LINE OF ROOF SURFACE BEYOND ------------------•-------------------------------------------- ISSUED FOR FILING 2 I ROOF DRAIN AND ADJACENT a-r.00 a-aoo OVERFLOW. DRAINAGE PIPE TO RUN DOB EMPLOYEE SIGNATURE: THROUGH CEILING AND EXTERIOR WALL CAVITY TO MER/BASEMENT. I'-II" 3'-9 3/4" 1 4'-0 1/4" I'-II" 3'-4 3 4" 10'-1 1/2" 5'-II 1/4" I'-II" 20 OZ COPPER EL: 22'-10 3/4' [112.9]�_ T.O. SECOND PARAPET � _ _ _ _ _ _ _ FLASHINIG AT PARAPET, FULLY- - RED, TYP. T --------------- EL: E 21'-10'[111.8] -- -- - - -- - - - - ---------- - - __ - -------------- --- --- - ---------- - - - - - - - T.O. ROOF JOIST i m GLUE-UP BOARD EL: 20'-6 3/8' [110.5] - -i- ----- _ -- - - - - - . P. SPA DREL PANELS. TY FIN CLG SECOND /r - - - _ W W W W _ 5 39 38 37 PLANTER BEDS WITH GLASS 5'-II I/4" 8'- 3'- 314rI'-11"- GUARD PANEL AROUND ---- - FEE PERIMETER OF ROOF TERRAC'.E. --- -- // 20 OZ COPPER I i`' W - --- / _ __ _ W W DOB BSCAN FLASHING AT PARAPET, --� i; 45B I __ 398. // 37B %/ EL. 12'-10 5/8'[102.9J FULLY SOLDERED, TYP. T.O. FIRST PARAPET` cn _ _ -- - I EL:FIN FLR4SECOND GLUE-UP BOARD L Q I - I - a "' GLUE-UP BOARD >Y ---- ---- - _ - - - -- o o SPANDREL PANELS - °' - _ m Q BETWEEN WINDOWS EL: 10'-0 3/4' 100.1] SPANDREL PANELS. TYP. - in 10 TYP. SEAL 8 SIGNATURE: FIN CLG FIRST - - - -- - - - - - / // // // \ 3-1/2" SOLID WOOD VERTICAL BATTENS, TYP. �GoFC,arC ALIGN SEAMS AT DATUM. I6A 15 14A w W w w w - w -- - - 11 IOA T� 12A O O r ldlR ,Y y''i ' - - -3 3/4" 0=fitt2" 8'-8 3/4" , 166 //. 14B y/ // w w 3-1/2"SOLID WOOD EL: 0'-6'[90.5] LINE OF GRADE o 0 22B / I0B /f CONTINUOUS TRIM, TYP. FIN FLR FIRST AT TERRACE. EL: 0'-0" [90.0] - _ om o GROUND Q .`.`. .` FIN CLG BASEMENT� / / TILE•ON THINSET- w-s 4F 'CIO C:ONC. NORTH FORK HOUSE - - -1- - .WALL. - •a • •- a 5050 NASSAU POINT ROAD, W w W CUTCHOGUE, NY 11935 53 52 51A -�- 62 61 -- - ± I I EL: -9'-5 3/4' [80.5]h - - -- - -- - - -- -- FIN FLR BASEMENT I I ---------------- --------------- ------- - -------- - - ------- - - - -- - -- - I ' BUILDING ELEVATIONS I ---------------------------------------- PROJECT NO: 930 EAST ELEVATION i I SCALE: 2 DRAWING BY: SG I I ' CHECKED BY: EG ----------------------------- - LINE OF CONCRETE FOOTING DWG NO: L---------------------------------------------------------------------------------------------------------------------------------------- BEYOND, SEE STRUCTURAL. A-300 . 00 �HIS DRAWING IS ONL R GOVERNMENT AGENCY REVIEW IF SAID PLUMBER CERTIFICATION AP ROVED AS NOTED ON LEAD CONTENT BEFOA` CERTIFICATE OF OCCUPA DATE: (q� B.P. �� SOLDER USED IN WATF� FEE: 0� 'a_. SUPPLY SYSTEM CANNA. NOTIFY BUILDING 'ARTME AT EXCEED 2110 OF 1% LEI 765-1802 8 AM TC - aM FOR THE FOLLOWING INSPEC T'I',NS: 1. FOUNDATION - TA'n REQUIRED FOR POURED COrk-,- E.TE 2. ROUGH - FRAV G.. PLUMBING ELECTRICAL 3. INSULATION 4. FI14AL - CO^{; . ',BUST INSPECTION REQUIRED BE COMPLE-. ALL CONSTRUC' ALL MEET THC REQUIREMENTS OF �riE CODES OF NEV YORK STATE. NOT RESPONSIBLE FOF TRUSS PLACARDI;NG FEQUIRED DESIGN OR CONSTRUCTION ERRORS DO NOT PROCEED WITH COMPLY WITH ALL CODES OF FRAMING UNTIL SURVEY NEW YORK STATE & TOWN CODE! OF FOUNDATION LOCATION AS REQUIRED AND OCNDIT+ONS C HAS BEEN APPROVED. �THO^_P 7P ni pL r nZG SOAP. SOUTHOLD TOWN TRUSTEES Must provide Manuals D, J and S as per NYS Energy Code OCCUPANCY OR USE IS UNLAWFUL Blower door WITHOUT CERTIFICATE and ductwork OF OCCUPANCY testing required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall conform PLUMBING . to Chapter 172 ALL L PLUMATERBINEWASTE NE D Fire separation Of the Town Code TESTING BEFORE COVERING required as per NYS Code ARCHITECT: GENERALSTUDIO GOETZ PLUMBING : ((( �/� DE AVE #4D ARCHITECTURE PC NORTH FORK HOUSE 92 MORNINGS I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE APPLICABLE BUILDING DEPARTMENT. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) SYSTEMS TO NYS PLUMBING CODE. NEW YORK, NY 10027 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND 2. PROVIDE HOT AND COLD SHUT OFF VALVES AT ALL FIXTURES. 5050 NASSAU POINT ROADS, T: 212.707.1105 APPLICABLE INFORMATION OF EXISTING STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 3. ALL WATER PIPING TO HAVE CLEAN OUTS AT ALL CHANGES IN DIRECTION AND AT BASE OF VERTICAL WASTE PIPES. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER FOOT. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: C U T C H 0 G U E, NY 11935 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. • DISH WASHER.........................................2' • KITCHEN SINK........................................ 2" O C T O B E R 22, 2021 STRUCTURAL ENGINEER: 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE ENGINEER. . LAVATORY............................................... 2" LERA CONSULTING STRUCTURAL 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING. • SHOWER/TUB..........................................2" 40 WALL STREET, 23RD FLOOR 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. • TOILET........................................................ 3' ARCHITECT: NEW YORK, NY 10005 • • STUDIO GOETZ ARCHITECTURE PC T: 212.750.9000 LAUNDRY ................................................ 2" 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE • T: 212.707.1105 F: 212.750.9002 FLOOR DRAIN..........................................3" 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL_ 6, ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" THROUGH ROOF. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ERICA GOETZ AND SHALL NOT BE ALTERED OR BE REPRODUCED 7, PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 8 DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE MECHANICAL CONTRACTOR: WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. PROVIDED WITH BACKFLOW PROTECTION. OLB MECHANICAL CORP. 11500 OLD SOUND AVENUE 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WITH BACK FLOW PROTECTION. MATTITUCK, NY 11952 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY, 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT STANDARDS AND z T: 631.298.5527 REGULATIONS. DRAWING INDEX F: 631.298.5534 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE w CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR TO CONCEALMENT OF PLUMBING. LL_ N CLEAN. DWG N0. DRAWING TITLE 10.22.21 II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE, NO NOTCHING AND BORING OF 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. T-000 TITLE SHEET 0 SEPTIC DESIGN: WITH STATE AND LOCAL CODES AND ORDINANCES. T-010 WINDOW SCHEDULE 0 BRIDGEWATER ENVIRONMENTAL SERVICES 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB-CONTRACTORS FOR A PERIOD OF T-020 PLUMBING AND GAS RISERS 0 PO BOX 1375 SOUTHAMPTON, NY 11969 AT LEAST ONE YEAR AFTER COMPLETION OF PROJECT. GLASS WINDOWS AND DOORS: T: 631.268.4434 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/ENGINEER, AND THEIR AGENTS AND A-000 SITE PLAN EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING I. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE PROVIDED. 0 OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR 2, ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. A-100 BASEMENT FLOOR PLAN EXPENSE (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF A-101 FIRST FLOOR PLAN 0 TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (8) IS 3• ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE. A-102 SECOND FLOOR PLAN 0 CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, 4. PROVIDE FLASHING PANS UNDER ALL GLASS DOORS, WINDOWS, OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF A-103 ROOF PLAN 0 ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE AN EXTERIOR SURFACE. LIABLE REGARDLESS OF WHETHIER OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. A-300 BUILDING ELEVATIONS 0 5. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR A-301 BUILDING ELEVATIONS 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK, PROPER FUNCTION OF SUCH UNITS. 0 BLOCK-WORK, FRAMING, NAILING, PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A-400 BUILDING SECTIONS 0 TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. 6. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS SHOULD BE GUARANTEED BY THE DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATION OF MANUFACTURER FOR A PERIOD OF 5 YEARS. A-401 BUILDING SECTIONS 0 THE ARCHITECT/ENGINEER. 7. ALL WINDOWS TO BE LOEWEN. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, ARCHITECT A-500 WALL SECTIONS 0 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL MUST APPROVE OF THE SUBSTITUTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD VERIFIED. CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE LOEWEN WINDOW SPECIFIED. THE S-000 STRUCTURAL SET COVER SHEET 0 CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ROUGH OPENING, U-FACTOR, LIGHT AREA, 20. CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION VENT AREA, AND EGRESS REQUIREMENTS, S-001 STRUCTURAL SYMBOLS AND ABBREVIATIONS 0 IN A WORKMAN LIKE MANNER. S-002 GENERAL NOTES 0 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. S-003 GENERAL NOTES 0 22. PLEASE NOTE THAT THESE PLAIDS ARE PROTECTED AGAINST ANY UNAUTHORIZED USE UNDER FEDERAL LAW BY THE SITE WORK: S-004 GENERAL NOTES 0 ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. S-005 STRUCTURAL DESIGN CRITERIA I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR O DATE ISSUE 2, VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, RECEIVE CLARIFICATION FROM S-100 BASEMENT FOUNDATION PLAN 0 OCT 22,2021 ISSUED FOR FILING GENERAL WIND PROTECTION CONNECTION NOTES: ARCHITECT/ENGINEER PRIOR TO PROCEEDING. S-101 FIRST FLOOR FRAMING PLAN 0 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION; SSTD 10-99 AND 2015 SBC HIGH WIND 3, EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING S-102 SECOND FLOOR FRAMING PLAN 0 EDITION WOOD FRAME CONSTRUCTION BUILDING SITE, STOCKPILE ALL EXCAVATED MATERIALS. S-103 ROOF FRAMING PLAN 0 I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS S=400 FOOTING TY'iCAL DETAILS 0 FOUNDATION WALLS, FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. S-401 SOG TYPICAL DETAILS 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT APPROVED CONNECTORS, ANCHORS AND OTHER 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. S-402 CONCRETE V!"I.L TYPICAL DETAILS 0 FASTENING DEVICES NOT INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL BE USED IN S-403 CONCRETE WALL TYPICAL DETAILS 0 ISSUED FOR FILING ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. S-404 STEEL TYPICil DETAILS 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED METAL PLATES, CONNECTORS, SCREWS, BOLTS AND INSULATION: 0 DOB EMPLOYEE SIGNATURE: NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AREAS SHALL BE STAINLESS S-405 WOOD TYPICAL DETAILS 0 STEEL OR HOT DIPPED GALVANIZED. I. ROOFS SHALL BE INSULATED WITH MINERAL WOOL BATT INSULATION BY THERMAFIBER OR APPROVED EQUAL. 8" BATTS S-406 WOOD TYPIC DETAILS 0 (R VALUE= 30) PLUS 6" BATTS (R VALUE= 23). TOTAL R VALUE OF 53. g-407 WOOD TYPICAL DETAILS 0 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL WHERE WINDOWS AND DOORS INTERRUPT WC10D' STRUCTURAL PANEL SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE PROVIDED AT THE TOP AND 2. EXTERIOR WALLS SHALL BE INSULATED WITH MINERAL WOOL BATT INSULATION BY THERMAFIBER OR APPROVED EQUAL, S-408 WOOD TYPICAL DETAILS 0 BOTTOM OF CRIPPLE STUDS, HEADER STUDS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 6" BATTS FOR 2X6 WALL (R VALUE= 23) AND R-SHEATHING ZIP SYSTEM BY, HUBER ENGINEERED WOODS, I" PLY S-500 STRUCTURAL DETAILS 0 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF R-SHEATHING (R VALUE=3.6). OPPOSING RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER IS LOCATED IN UPPER THIRD OF ATTIC SPACE 3. PROVIDE 4" XPS INSULATION (R VALUE= 20) FOR EXTERIOR FOUNDATION WALLS FROM 5" BELOW GRADE TO TOP OF AND ATTACH TO EACH PAIR OF RAFTERS. FOOTING IF DESIRED BY CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. UPLIFT CONNECTORS SHALL BE PROVIDED AT WATERPROOFING. EACH RAFTER BEARING. 4. EXTERIOR BASEMENT WALLS SHALL BE INSULATED ON WARM SIDE WITH XPS INSULATION. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY 16" WITHIN 4' OF EXTERIOR CORNERS. 8. SILL PLATE TO FOUNDATION ANCHORAGE; SILL PLATE SHALL BE ANCHORED SILL PLATE TO FOUNDATION ANCHORAGE; ROOFING: SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF " AND I. ESTABLISH 25":12" PITCH TO DRAIN USING TAPERED 2x VARIES FRAMING TO DRAIN. 3"X3"X " WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 58" AND 3"X3"X " WASHERS. A MINIMUM OF ONE ANCHOR DOB BSCAN BOLT SHALL BE 18" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH 2. PROVIDE FULLY ADHERED MEMBRANE ROOF COMPRISED OF 50 MIL DURO-LAST (DARK GREY) OVER 4" CDX PLYWOOD , END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS AND AT SPACING NOT EXCEEDING 4' ON CENTER. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. I/ C 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. GYPSUM WALL BOARD: 5. NAILING OF ROOFING SHALL BE TO CODE. ���/rn S COd SEAL&SIGNATURE: 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. , 2. ALL GYPSUM BOARD SHALL BE 5/8" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (W.R.) AT (� ✓I die ply w66 \_\��EE) BATHROOMS AND WHERE DEEMED APPLICABLE. CODES AND REFERENCE STANDARD: 1 �v� �R\CAV�FT� 3. 5/8', ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NYS RESIDENTIAL CODE. s h k rj or"Ic�rw" k-_ EQUIPMENT TO EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EQUIPMENT, 2. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC CODE, NFPA 70. ( 1.1. "4 ; CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 10L 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT ��9 035 o J® COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. 0 ELECTRICAL: A ' I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO 2017 NATIONAL ELECTRIC CODE, NFPA N FH 70. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION OF WORK. NORTH FORK HOUSE 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 5050 NASSAU POINT ROAD, PROVIDE HARD WIRED SMOKE DETECTORS W/ BATTERY BACK-UP IN: CUTCHOGUE, NY fA A. EACH SLEEPING ROOM B. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (GENERALLY THE HALLWAY) bi NOV 0 12021 C. EVERY LEVEL OF DWELLING (BASMENT, FIRST FLOOR, 8. SECOND FLOOR, ETC.) BUILDING DEPT Lu t TOWN OF SODUTHOLD FLOOD ZONE COMPLIANCE STATEMENT: THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA (SFHA) TITLE SHEET PROJECT NO: 930 SCALE: RELATED APPLICATIONS: DRAWING BY: SG D BY: EG SUFFOLK COUNTY DHS FILING R-21-1411 DWG CHECKE KE T-000 THIS DRAWING IS L ;.OR GOVERNMENT AGENCY REVIEW IF SAID DRAWING BEARS AN ORIGINAL STAMPING OF THE SEAL OF THF ARCHIILCI WHOSE SIGNATURE A . ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #41) NEW YORK, NY 10027 WINDOW SCHEDULE T: 212.707.1105 TAG ROOM # WIDTH HEIGHT DESCRIPTION MANUFACTURER MODEL MATERIAL HANDLE GLASS COLOR - EXTERIOR COLOR - INTERIOR TAG ROOM# WIDTH HEIGHT DESCRIPTION MANUFACTURER MODEL MATERIAL HANDLE GLASS COLOR-EXTERIOR COLOR-INTERIOR NOTE: Egress units noted under FIRST FLOOR SECOND FLOOR DESCRIPTION column. WI 1.01 HALL 3' 1I-1/2" 9' 6" DOOR LOEWEN DOUG FIR LOEWEN DALLAS CLEAR COAT CLEAR W28 2.02 BEDROOM 3' 11-1/2" 71811 Direct Set Loewen Doug Fir clear coat clear W2A 1.01 HALL 41011 7'0" DIRECT SET LOEWEN DOUG FIR CLEAR COAT CLEAR W29A 2.02 BEDROOM 41011 5' 5" Casement, Egress Loewen Doug Fir clear coat clear STRUCTURAL ENGINEER: W2B 1.01 HALL 4'0" 21611 AWNING LOEWEN DOUG FIR CLEAR COAT CLEAR W29B 2.02 BEDROOM 4' 0" 21311 Awning Loewen Doug Fir clear coat clear LERA CONSULTING STRUCTURAL 40 WALL STREET, 23RD FLOOR W3 1.01 HALL 2'6-1/2" 9'6" DIRECT SET LOEWEN DOUG FIR CLEAR COAT CLEAR W30 2.02 BEDROOM 2' 6-1/2" 7'8" Direct Set Loewen Doug Fir clear coat clear NEW YORK, NY 10005 W4 1.05 DINING 4'6-1/8" 91611 PATIO SLIDE LOEWEN DOUG FIR CLEAR COAT CLEAR Casement or T&T; T: 212.750.9000 W31A 2.05 BEDROOM 4 6-1/8 6 9-1/2 Egress Loewen Doug Fir clear coat clear F: 212.750.9002 W5 1.05 DINING 4'6-1/8" 91611 PATIO SLIDE LOEWEN DOUG FIR CLEAR COAT CLEAR W6 1.05 DINING 4'61/8" 91611 PATIO SLIDE LOEWEN DOUG FIR CLEAR COAT CLEAR W31B 2.05 BEDROOM 4' 6-1/8" 2' 3" Awning Loewen Doug Fir clear coat clear W32 2.05 BEDROOM 4'6-1/8" 9'0-1/2" Direct Set Loewen Doug Fir clear coat clear W7 1.05 DINING 4'6-1/8" 91611 PATIO SLIDE LOEWEN DOUG FIR CLEAR COAT CLEAR MECHANICAL CONTRACTOR: WS 1.06 LIVING 2'6-1/2" 9'6" DIRECT SET LOEWEN DOUG FIR CLEAR COAT CLEAR W33 2.05 BEDROOM 4'6-1/8" 9'0-1/2" Direct Set Loewen Doug Fir clear coat clear KOLB MECHANICAL CORP. „ Casement or T&T; 11500 OLD SOUND AVENUE W9A 1.06 LIVING 41011 7'0" DIRECT SET LOEWEN DOUG FIR CLEAR COAT CLEAR W34A 2.05 BEDROOM 4 6-1/8 6 9-1/2 Egress Loewen Doug Fir clear coat clear 11500MATT OLD NY D A 952 W9B 1.06 LIVING 41011 21611 AWNING LOEWEN DOUG FIR CLEAR COAT CLEAR T: 631.298.5527 W34B 2.05 BEDROOM 4' 6-1/8" 21311 Awning Loewen Doug Fir clear coat clear W10A 1.06 LIVING 31611 71011 CASEMENT LOEWEN DOUG FIR CLEAR COAT CLEAR F: 631.298.5534 W35 2.06 BEDROOM 3'3-1/2" 71811 Direct Set Loewen Doug Fir clear coat clear W10B 1.06 LIVING 31611 21611 AWNING LOEWEN DOUG FIR CLEAR COAT CLEAR W36A 2.06 BEDROOM 411011 51511 Direct Set Loewen Doug Fir clear coat clear W11 1.06 LIVING 2'6-1/2" 91611 DIRECT SET LOEWEN DOUG FIR CLEAR COAT CLEAR W36B 2.06 BEDROOM 411011 21311 AwningLoewen Doug Fir g clear coat clear SEPTIC DESIGN: W12A 1.06 LIVING 3' 11-1/2" 71011 CASEMENT LOEWEN DOUG FIR CLEAR COAT CLEAR W37A 2.06 BEDROOM 31611 51511 Casement Loewen Doug Fir clear coat clear BRIDGEWATER ENVIRONMENTAL SERVICES W12B 1.06 LIVING 3' 11-1/2" 21611 AWNING LOEWEN DOUG FIR CLEAR COAT CLEAR PO BOX 1375 W37B 2.06 BEDROOM 3'6" 21311 Awning Loewen Doug Fir clear coat clear W13A 1.07 MASTER BED 3' 11-1/2" 5' 11" SOUTHAMPTON, NY 11969 DIRECT SET LOEWEN DOUG FIR CLEAR COAT CLEAR W38 2.06 BEDROOM 2' 6-1/2" 7'8" Direct Set Loewen Doug Fir clearcoat clear T: 631.268.4434 W13B 1.07 MASTER BED 3' 11-1/2" 2'3" AWNING LOEWEN DOUG FIR CLEAR COAT CLEAR W39A 2.01 HALL 3' 11-1/2" 5' 5" Direct Set Loewen Doug Fir clearcoat clear W14A 1.07 MASTER BED 3' 11-1/2" 51111, DIRECT SET LOEWEN DOUG FIR CLEAR COAT CLEAR W39B 2.01 HALL 3' 11-1/2" 21311 Awning Loewen Doug Fir clearcoat clear W14B 1.07 MASTER BED 3' 11-1/2" 2'3" AWNING LOEWEN DOUG FIR CLEAR COAT CLEAR W40A 2.09 ROOF TERRACE 21611 8'0-1/4" Door Loewen Doug Fir Loewen Dallas clearcoat clear W15 1.07 MASTER BED 2'6-1/2" 81211 DIRECT SET LOEWEN DOUG FIR CLEAR COAT CLEAR W40B 2.09 ROOF TERRACE 1'5-1/4" 8' 0-1/4" Direct Set or Sidelite Loewen Doug Fir Loewen Dallas clear coat clear W16A 1.07 MASTER BED 3161 51111, CASEMENT, EGRESS LOEWEN DOUG FIR CLEAR COAT CLEAR W41A 2.011.01 HALL 4' 6-1/8" 6' 9-1/2" Direct Set Loewen Doug Fir clear coat clear W16B 1.07 MASTER BED 3'6" 21311 AWNING LOEWEN DOUG FIR CLEAR COAT CLEAR W41B 2.011.01 HALL 4' 6-1/8" 2' 3" Awning Loewen Doug Fir clear coat clear W17A 1.07 MASTER BED 3' 11-1/2" 511111 CASEMENT LOEWEN DOUG FIR CLEAR COAT CLEAR W42 2.01 1.01 HALL 4' 6-1/8" 9'0-1/2" Direct Set Loewen Doug Fir clear coat clear W17B 1.07 MASTER BED 3' 11-1/2" 2'3" AWNING LOEWEN DOUG FIR CLEAR COAT CLEAR W43 2.011.01 HALL 4'6-1/8" 9'0-1/2" Direct Set Loewen Doug Fir clear coat clear W18A 1.08 MASTER BATH 3' 11-1/2" 71011 DIRECT SET, FLUTED GLASS LOEWEN DOUG FIR FLUTED CLEAR COAT CLEAR W44A 2.01 1.01 HALL 4'6-1/8" 6' 9-1/2" Direct Set Loewen Doug Fir clear coat clear W18B 1.08 MASTER BATH 3' 11-1/2" 2'6" AWNING, FLUTED GLASS LOEWEN DOUG FIR FLUTED CLEAR COAT CLEAR W44B 2.01 1.01 HALL 4' 6-1/8" 21311 Awning Loewen Doug Fir clear coat clear W19 1.05 DINING 4'6r1/8" 91611 PATIO SLIDE LOEWEN DOUG FIR CLEAR COAT CLEAR W45A 2.03 MASTER BED 3' 11-1/2" 51511 Casement Loewen Doug Fir clear coat clear W20 1.05 DINING 4'6-1/8" 91611 PATIO SLIDE LOEWEN DOUG FIR LOEWEN DALLAS CLEAR COAT CLEAR W456 2.03 MASTER BED 3' 11-1/2" 21311 Awning Loewen Doug Fir clear coat clear W21 1.05 DINING 4'6-1/8" 9'6" PATIO SLIDE LOEWEN DOUG FIR LOEWEN DALLAS CLEAR COAT CLEAR W46A 2.03 MASTER BED 31611 51511 Casement; Egress Loewen Doug Fir clear coat clear W22 1.05 DINING 4'6-1/8" 9'6" PATIO SLIDE LOEWEN DOUG FIR CLEAR COAT CLEAR W46B 2.03 MASTER BED 3'6" 21311 Awning Loewen Doug Fir clear coat clear W23A 1.04 KITCHEN 3' 11-1/2" 61611 DIRECT SET LOEWEN DOUG FIR CLEAR COAT CLEAR W47 2.03 MASTER BED 2' 6-1/2" 7'8" Direct Set Loewen Doug Fir clear coat clear W23B 1.04 KITCHEN 3' 11-1/2" 31011 SOLID WOOD PANEL LOEWEN DOUG FIR CLEAR COAT CLEAR W48 2.03 MASTER BED 3' 11-1/2" 71811 Direct Set Loewen Doug Fir clear coat clear DATE ISSUE W24 1.04 KITCHEN 3161 9'6" DOOR LOEWEN DOUG FIR LOEWEN DALLAS CLEAR COAT CLEAR W49A 2.04 MASTER BATH 3' 11-1/2" 51511 Direct Set, Fluted Glass Loewen Doug Fir Fluted clear coat clear OCT 22, 2021 ISSUED FOR FILING W25 1.04 KITCHEN 2'6-1/2" 91611 DOOR LOEWEN DOUG FIR LOEWEN DALLAS CLEAR COAT CLEAR W49B 2.04 MASTER BATH 3' 11-1/2" 2' 3" Awning, Fluted Glass Loewen Doug Fir Fluted clearcoat clear W26A 1.04 KITCHEN 3' 11-1/2" 61611 CASEMENT LOEWEN DOUG FIR CLEAR COAT CLEAR W26B 1.04 KITCHEN 3' 11-1/2" 31011 SOLID WOOD PANEL LOEWEN DOUG FIR CLEAR COAT CLEAR BASEMENT FLOOR W27A 1.04 KITCHEN 3' 11-1/2" 6'6" CASEMENT LOEWEN DOUG FIR CLEAR COAT CLEAR W50 0.02 GUEST BED 31911 61011 Door Loewen Doug Fir Loewen Dallas clear coat clear W27B 1.04 KITCHEN 3' 11-1/2" 3'0" SOLID WOOD PANEL LOEWEN DOUG FIR CLEAR COAT CLEAR W51A 0.02 GUEST BED 3' 11-1/2" 61011 Direct Set Loewen Doug Fir clearcoat clear W51B 0.02 GUEST BED 3' 11-1/2" 21611 Awning Loewen Doug Fir clear coat clear ISSUED FOR FILING W52 0.01 PLAYROOM 2' 6-1/2" 8'6" Sidelite or Direct Set Loewen Doug Fir Loewen Dallas clearcoat clear W53 0.01 PLAYROOM 3'6" 81611 Door Loewen Doug Fir Loewen Dallas clearcoat clear DOB EMPLOYEE SIGNATURE: W54A 0.01 PLAYROOM 3' 11-1/2" 6'0" Direct Set Loewen Doug Fir clearcoat clear W54B 0.01 PLAYROOM 3' 11-1/2" 21611 . Awning Loewen Doug Fir clearcoat clear ROOF W55 STAIRWELL 6'-4" 4'-11" Fixed Skylight Velux SKYMAX W56 2.07 BATHROOM 30-1/2" 46-1/2" solar powered curb Velux VCS mounted skylight 3046 W57 2.08 BATHROOM 34-1/2" 34-1/2" solar powered curb Velux VCS mounted skylight 3434 W58 2.01 HALL 47-1/4" 35-7/16" Flat Roof Exit Skylight Velux CXP 90120 DOB BSCAN SEAL & SIGNATURE: c, 2ED ApL,�jr 3 700 �? ! NFH NORTH FORK HOUSE 5050 NASSAU POINT ROAD, CUTCHOGUE, NY 11935 WINDOW SCHEDULE PROJECT NO: 930 SCALE: DRAWING BY: SG CHECKED BY: EG DWG NO: T-010 THiS DRAWING IS ONLY VALID FOR in . ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 14 92 MORNINGSIDE AVE, #4D NEW YORK, NY 10027 T: 212.707.1105 ROOF ;—4' VENT I I I I I MASTER BATH FULL BATH LAUNDRY FULL BATH 2' 2" -+ ----------- LAUNDRY --- -+--------------T , -------T---------- ---7"--- — i ' i I ; I I I I I STRUCTURAL ENGINEER: ---------r-----------T-------- 3 FLOOR{ I I I I I I I I I I DRAIN W/ 3' i ; LERA CONSULTING STRUCTURAL 11/2' ;I 1/2' II 1/2" 11 1/2' ;I 1/2' ;I 1/2" 1I 1/2' ; 1 1/2' TRAP �I i/2' �I I/2' it 1I2" �I I/2' 40 WALL STREET, 23RD FLOOR NEW YORK, NY 10005 T: 212.750.9000 I F: 212.750.9002 ' � �TUB I ' I ^ i DRYER WC WASHER LAv WC ;LAV :LAV 1VSLOWER 2• - 21 2' 2 � _ ' 2" �1_, 2- 1' SLOWER ' I I -�i MECHANICAL CONTRACTOR: SECOND FLOOR - —. — -— 2' 1 , I I i 3' 2' 1 1 ' ---`-=3 I -- ----------- rl ' 1_ , 3' I I 2' 1 I %' ---------L=---------J-----------J---------------1----------1—=-------------1--------- ------- ---1—=-------------------------^-1----------- I-----------J--=----- OLB MECHANICAL CORP, 11500 OLD SOUND AVENUE MATTITUCK, NY 11952 OUTDOOR HALF BATH I KITCHEN LIVING KITCHEN OUTDOOR TERRACE 631.298.5527 SHOWER 2" 12' MASTER BATH F: 631 298.5534 --r-------------i---- L, --- ------------------- --- ---- --------- .�_____----------- -------------- I I I I I I I I I I SEPTIC DESIGN: 1 1/2■ ;1 1/2■ 11 1/2• I I 1 1/2■ ,11/2■ I1 1/2' ;1 1/2' it 1/20 BRIDGEWATER ENVIRONMENTAL SERVICES I PO BOX 1375 4' SOUTHAMPTON, NY 11969 T: 631.268.4434 ' I LAV WC I I ' ;LAV DWI `DW 2 ; " ;LAv :LAV WC I GAS FP COOKTOP GAS GAS FP SHOWER 2';�1_I I 2' e1_, SLOWER 2 ,1_, 2 ,1_, GRILL FIRST FLOOR 2 3 1 I I I - - ---- - 1 _ 3 ■ 3 " - -----------------------------L-=----`---------L--------------i ' 1----------2-�----------2 L�=1-----------�1�=,---------L-----------L------------`-�3• I REGULATOR I FULL BATH I LAUNDRY LAUNDRY �• GAS SUPPLY 2' --- ------------- ----- 3' FLOOR %' ---�-------- I ; ; DRAIN W/ 3' I11/2' 111/2" 111/2' 1 TRAP I I HWH TO PROPANE TANK I CLEANOUT AS REQUIRED DRYER LAV WC I I ; WASHER SHOWER 2' 11-' i 2' (1-I PROVIDE F.A.I. I I I I I � I BASEMENT FLOOR 2 , 1 13 , �1 --------------------------------------------------------------J-�I----------�-------------J- I 1-------------- L-=-------------------------------------------------- -^ ---------- C.O. C.O. C.O. DATE ISSUE 4' I PLUMBING RISER DIAGRAM - DRAIN WASTE VENT HOUSE TRAP TO SEPTIC SYSTEM GAS RISER DIAGRAM - SUPPLY OCT zz, zozl ISSUED FOR FILING NTS NTS ISSUED FOR FILING DOB EMPLOYEE SIGNATURE: ROOF NOTES: MASTER BATH FULL BATH LAUNDRY FULL BATH ALL PLUMBING & FUEL GAS WORK SHALL CONFORM TO LOCAL PLUMBING CODE AND FUEL GAS CODE �i� ��b �Lb rb �i +° Lb PROVIDE 'ABESCO FP200 FR DOB BSCAN q 11 11 4�4 i I 1 I 4a EXPANDING FOAM' (OR EQUAL) AT Fl� I� ' `-' WC j= I� LAV i= I� LAV j= 1� " WC = I� LAV = I� LAV = I� = I� WASHER " WC = I� LAV = I� TUB ALL PENETRATIONS IN FIRE RATED • I iv I icy I lV I. Iv I, iV I. 1V I. v WALLS FLOORS CEILINGS. PRODUCT N I N I, N ;� N I, N I N ;� N ;� co N ;� N !;,i , ►•, I� IN I� IN I� IN SHOWER I,, �� ;�, j� ;�, I� ,�, SHOWER j_ ,�I ,., I_ IN I_ IN CONFORMS TO ASTM E 814, ASTM E yb I , I ' 84, AND UL 1479 fL,l- _-_ -_ _ SEAL a SIGNATURE:SECOND FLOOR � — ------- LEGEND -------- ---------- - F_--------1- -------- -- ------ HOT WATER SUPPLY j I OUTDOOR HALF BATH KITCHEN MASTER BATH ; COLD WATER SUPPLY __ _ — -���� �� co�c�Y✓� t I _ r i I SHOWER <v c) I 4� j If XI LAV � �;b LAV U35 y® I 1OF LAV " WC j= ;� LAV ; i= DWI �_ DW 2 �_ ;� I= ;� j= ;� `a WC IN IN SHOWER IN IN r+� 17 jN jN I IN IN IN ;N SHOWER IN jN IN jN I� FIRST FLOOR — — — I I I\ — — --- I I` (y�-- — — I I\---- I ( I I\ ------ I --- I I f NFH _-_-_--_-_--_-_---- ---------------- ---------_ -------------- -------_- --------------------- �--,----- --------------- _-----------J---------- I I FULL BATH LAUNDRY I i NORTH FORK HOUSE j 5050 NASSAU POINT ROAD, — — — — — i- --- — — — — CUTCHOGUE, NY 11935 --- - --- - - --- - ---____—_—__ _ _ r ______ i ----------- ----------- b ---------------- I � `N 3: 0 DHW L) I _ N N LAV 1, WC ti N WASHER 00 ----------------- -- ' N N SHOWER i M - - ---- -- ---- TO PUBLIC WATER MAIN BASEMENT FLOOR r; -— - — - — PLUMBING AND RISER DIAGRAM PROJECT NO: 930 SCALE: DRAWING BY: SG CHECKED BY: EG 2 PLUMBING RISER DIAGRAM - SUPPLY F DWG NO: NTS T-020 . 00 ARCHITECT: O STUDIO GOETZ ARCHITECTURE PC CONSTRUCTION PHASING: O PSURVEY92 MORNINGSIDE #4D PROPOSED COVERAGE 1. INSTALL HAY BALE/SILT FENCE OF NEW RNINORK, SI E AVE,AV 2. DEMOLISH EXISTING HOUSE - �� � -- 10027 T: 212.707.1105 STRUCTURE AREA (sq.ft.) % LOT COVERAGE 3. POUR FOUNDATION FOR NEW DWELLING N SjREE A T C UTC50 G UE ° 4. INSTALL DRAINAGE STRUCTURES AND SANITARY SYSTEM <pP -- Pro Proposed 2 Story House 2518.3 8.26/° � ,,- \ p � 5. FRAME NEW RESIDENCE AND INSTALL ROOFING AND SIDING G� � SCTM � # � TO WlIV 0� S0 UTHOLD Proposed Patio (Percolating) 427.E 1 .40% 6. PROVIDE GUTTERS/LEADERS AND CONNECT TO DRAINAGE STRUCTURES % �%� 1000-111 -08-12.1 �- � \ Existing Garage 246.4 0.81 ° NOTES: LOT 149 \ SUFFOLK COUNTY AT Y. STRUCTURAL ENGINEER: o TOTAL COVERAGE 3271.2 10. INSPECT HAY BALE / SILT FENCE WEEKLY ' LERA CONSULTING STRUCTURAL DWELLING 1 0 0 0- 111 - - 40 WALL STREET, 23RD FLOOR SITE PITCHES TOWARD ROAD PUBLIC WATER \ \ �� NEW YORK, NY 10005 - CLEAN FILL WILL BE BROUGHT IN FOR SANITARY SYSTEM. EXCESS FILL T: 212.750.9000 ROOF DRAINAGE CALCULATION FROM BASEMENT AREAS AND DRAINAGE STRUCTURES WILL BE REMOVED. , F: 212.750.9002 WEST SIDE OF LOT AND DRIVEWAY WILL SERVE AS CONSTRUCTION ' JUNE 24, 2020 DRAIN # VOLUME (required) VOLUME (provided) DRAINAGE STRUCTURE ENTRANCE AND STAGING AREA. A, B 2309sf x 0.166' rain - 422.5 cf (2) 8'dia. x 5' deep w/ - REMOVE TOPSOIL OVER PROPOSED STRUCTURES AND SANITARY SYSTEM. MECHANICAL CONTRACTOR: 383.3cf traffic bearing top STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS AREA- 301576 SQ. FT TO TIE LIME KOLB MECHANICAL CORP. 11500 OLD SOUND AVENUE �o EXCAVATION/FILL: 6' MATTITUCK, NY 11952 APPROX. LOCATION OF J N T: 631.298.5527 EXCAVATION FOR SANITARY+DRY WELLS = 50 cy PROPOSED PROPANE 1 O F: 631.298.5534 INTERIOR AREA - EXCAVATION FOR BASEMENT+CRAWLSPACE = 600 cy TANK. PLUMBER TO BACKFILL FOR GARDEN = 40 cy LOCATE IN FIELD. SC TM SCTM# SEPTIC DESIGN: FLOOR AREA (sq.ft.) 1000-111 -08-13 WDIA. X 5' O BASEMENT 991 DEEP DRY WELL O- 1000-111 -09-10 BRIDGEWATER ENVIRONMENTAL SERVICES FIRST FLOOR 2131 LOT 148 l DWELLING PO BOX 1375 TOPO LINES UP TO PUBLIC WATER To3H268 4434NY 11969 SECOND FLOOR 1576 DWELLING EL.76' REMAIN AS TOTAL INTERIOR AREA 4698 PUBLIC WATER NOTED IN SURVEY 1 UNDERGROUND POROUS I/A OWTS SEPTIC SYSTEM BY I'y DRAIN AROUND 0 PERIMETER. BRIDGEWATER ENVIRONMENTAL. I SEE ENGINEER'S DRAWINGS. ' WDIA. X 5' DEEP DRY CONDENSER UNITS ON EL 6 7.5' c7--)� WELL PLATFORM AT ROOF. Z SURVEY CONDUCTED ON JUNE 24, 2020 \.' BY PECONIC SURVEYORS, P.C. PORTION OF PROPOSED O6. 0 °H , ', ° . GRAVEL DRIVEWAY 3 ...- ~°� �� ._ � . � � - - & x\Sj\NG , 1, (631) 765 5020 FAX (631) 765 1797 IDRv w�c c�R� P.O. BOX 909 °H _n , 1 1230 TRAVELER STREET SEDGR. NERE.. -`\ `2m O ! SOUTHOLD, NY 11971 TH BEGIN \ o -� �,... � y\ � ° 0- , , �� 20 rn O LOT 153 „� 8 /'- _ -- - - -- 88 - ° - _ -� \� G ,Z,x Lfl J o DATE ISSUE TEST HOLE DA Tea - 84 ._�, �, w, ��\ ' �p __ OCT 22,2021 ISSUED FOR FILING McDONALD GEOSCIENCE_ - g - -- d' EL 87.6.,„".-- w- !! \\ \ 1�\ m ' - _ - -- 0 z m EL. 86. �I _ - (ENTRY �` ° MIXED SAND & LOAM __. _EEC. GMF 1 R [, [� ,�gASEMEO �� NOSE.EX1Sj1FO DONS RUCj\ON s, © r _ , 1.0'W SED FOR REAR , 7 BEDR 5' _ -= ag ANDONEDI \ 1 1 ` FF=qO L - _ �' E «D B \ 1 0 o DRivE 4"- :W ASER L4N 2 - 1t / // OF EXISTING ENTRY. FOR '�6.0 \ SCTM \ j0 BE USED G1NG• '� - z " POpROEWov�pBE � , �1 �p jRUCj10NSfA EXT1 \ 1� \ \ 1000-111 -09-11 BROWN SILTY SAND SM z REM E �" _ _t 0��� �E - _____ _ __ _� , ISSUED FOR FILING ROOFjERRQ UNDERGROUND WATER SERVICE \ -� -�-- -- _ ' 0 DWELLING CONC. = 1 �, r �- , \ \ 1 N PUBLIC WATER ! , '� DOB EMPLOYEE SIGNATURE: z N / 1 ' L _ O w 1 D ` _ ' ° C� N PTO�P g011- � t -P � GARAGE . Z15.6 I 1 1 _ GARO N/, r END RET. y o� EL 68.6 WALL I 2.0 S r � �Aj1N N E D RET. .�'' T.00 W END RE 00 WALL 2.0'S C) L - EL'.90 STONE \ --+ O R °N PALE- BROWN FINE SAND SP (0. 1 00 0) ,--, -�'EEN�'��SHES} _ °N � R��Ew o -_ '` ` 0 00 -, OF EV R G : . 1...� \ �� oN �p GE w PLL SCTM# o 1000-111 -08-16 FEN.END' LOT 147 _- ___=--` ON 0.4'N 0" 30 9 5 ' ALL " ET W 0N ' LOT 15 2 S1pNE R DWELLING �o � ,-�'�-- BLOC EDGE oµ , °N , PUBLIC WATER ��'' GONG. END RET. '7 p�N L\NK FENGE ;X WALL 2.1'S Q NO TE: NO WA TER ENCOUNTERED 0 % cH �- FEN.END FEN.CbR. �" FENGE O DOB BSCAN ��(,.. y 0.6'S UNDERGROUND POROUS PROPOSED TOPO O 0.8 N � - STOG EXISTING 2 STY. HOUSE DRAIN AROUND PERIMETER. ABOVE EL.76' 0.5E , "w IN BASEMENT FOOTPRINT, EL E VA TION S REFERENCED TO NA VD 88 8 EL 89.9' �- � 8-4 00 TO BE DEMOLISHED S� ALL PROPERTIES WITHIN 750' ON PUBLIC WATER GMF 0.4'SFEN. R. SCTM ---�""'- 0.4'S � SEAL & SIGNATURE: _---- 1000-111 -08-15 LOT 146 � KEY DWELLING RE, GoR fY � O = REBAR PUBLIC WATER WELL SCTM ® = STAKE 1000-111 -09-12 �,'' 0357013 �O = TES HOLE DWELLING � aF N�� ® = PIPE N o CONCRETE COVER o PUBLIC WATER OF C.I. GRATE � = MONUMENT LOT 151 J CHIMNEY PRECAST CONC. c 6" SLAB FILTER CLOTH BOUND HAY BALE PLACED ON I V n'I H = WETLAND FLAG AGAINST WOVEN WIRE CONTOUR W/ 2"X2" STAKES (1 .5'-2' 6" DRAINAGE PIPE FENCE W/ 2"X2"X36" IN GOUND) DRIVE STAKES FLUSH NORTH FORK HOUSE = U TIL l T Y POLE 5050 NASSAU POINT ROAD, STAKES, 12 OC DRIVEN W/TOP OF HAY BALE. ANGLE 16" MIN. INTO GRADE. FIRST STAKE TOWARD CUTCHOGUE, NY 11935 = HYDRANT 1 = 201 EMBED FILTER CLOTH PREVIOUSLY LAID BALE 6" INTO GRADE. Ci- TYP I CAL ~ a SCTM# DRAINAGE 1000-111 -08-18 RING FLOW N MIN. MIN. L 0 T NUMBERS REFER TO "MAP OF AMENDED MAP 'A ' OF NA SSA U POINT, SITE PLAN OWNED BY NASSAU POINT CLUB PROPERTIES, INC" FILED IN THE SUFFOLK LOT 145 I SLOPE :o II II II �` ' F' I ' ( `� MIN. MIN. `� � I I I I �� I I �� PROJECT N0: 930 COUNTY CLERKS OFFIC._ ON AUGUST 16, 1922 AS FILE N0. 756• DWELLING 8 0 DIA I I 1 t �� 11 �� SCALE: PUBLIC WATER , DRAWING BY: SG ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW L _2 CLEAN SAND a GRAVEL FILL_ J CHECKED BY: EG YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CROSS SECTION ELEVATION DWG NO: CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. TYPICAL DRAINAGE RING SECTION HAY BALE + SILT FENCE DETAILS A-000 . 00 ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #41) NEW YORK, NY 10027 T: 212.707.1105 STRUCTURAL ENGINEER: LERA CONSULTING STRUCTURAL 40 WALL STREET, 23RD FLOOR NEW YORK, NY 10005 T: 212.750.9000 F: 212.750.9002 MECHANICAL CONTRACTOR: I 2 3 4 5 7 8 KOLB MECHANICAL CORP. 11500 OLD SOUND AVENUE 20'-9 1/4" 18'-10 112" 24'-5" MATTITUCK, NY 11952 T: 631.298.5527 F. 631.298.5534 I I I I I I i I 2 I \ A-401 I ( I I ( I \\ I SEPTIC DESIGN: BRIDGEWATER ENVIRONMENTAL SERVICES I I I I 3 I I i I I PO BOX 1375 A CONC. FOUNDATION WALL.— A-a01 EXPOSED C ONC• FOUNDATION --- . � t — — — — — I — — — — SOUTHAMPTON, NY 11969 WALL, TYP. MER T: 631.268.4434I LINE OF CONCRETE FOOTING 23'-6 I/2" I BELOW, PER STRUCTURAL. L: FF CRAWLSPACE BELOW GRADE. -------------- --------------- r--------------- t-------- _—_ 1II�iIIi�"'•;p�I�1 IIII 0 I 1II IIIIiI','.:•:'s':',•"` IIIiII1IIiII II :'t�(rIIIIi(1{iIIItIIIIIIII',''a:.•: . 1I1IIIIIIItI —_—_——tII1I----��I1III1II I;IIIIIIrI --:—�:.:�II.III I11 I I4LII1I II1tII1liII5— -----------III—------------------ I ----_--J—�IIIiII---------------------------A--31 0-0 —--- —r—-----------------�— -- IIIII(IiI1 I IIIII IIIIIIIIIIIII1I'•:\\+\�\i`IIi;IIII1II l 1_�x,�k.`� I WITH RECIRCULATING TWO HOT WATER HEATERS LINES THROUGHOUT. -- _— 0 O.c 0-w5 -------_— MECHANICAL FF3 EL: -9'- 5 3/4" CONCRETE 1II i�1iI�i1III1IIIII:ss.:_�I I.(•" '•--=—:r—'=ii1F=Lti 1_OO R'.D RFFA 5I N—SET I iCONCRETE SOG PER FLUSH WITH CONCRETE. MER TO HOUSE HOT WATERSTRUCTURAL DRAWINGS HEATER AND OTHER LINE OF CONCRETE Z MECHANICAL EQUIPMENT. FOOTING BELOW PER SEE MECHANICAL DRAWINGS STRUCTURAL.O.06 FOR FINAL LAYOUT.CRAWLSPACE PIPE COLUMNS AND CONCRETE II ' 1. �`7 'II , I , ' O . 'O — mi';';:"i lIIIIIII1IIIIII. : s' 555W1z3A— 00 — -- DATE ti c I�S�"�.S`�U�si 'E FOOTINGS PER STRUCTURAL EL: -4'-9 5/8' DRAWINGS. OCT 22, 2021 ISSUE y\oa D< •�.F;ysOL ✓R� 'F" Ir lrs I ,N'�,�y� eG CRAWLSPACE F— --� r-—————————————— DUX UPI I 0.04 EL: -9'- 5 3/4' CONCRETEL------J J LAUNDRY FLOOR DRAIN SET FLUSH Ilk ISSUED FOR F �I�SO CL��Q,` I = N G WITH CONCRETE. 18 A A601 DOB EMPLOYEE SIGNATURE: r---- ——————————————————--------------------------—— I/4" 5 10-3 I/2"6 a 31 til -- -- -- -- — --------------------------- - I� i OFCI COUNTER ON WALL --------------- MOUNTED BRACKETS. IAI 2B 505 2A ..02 T I OFFICE I p DOB BSCANI -I FF-3 EXPOSED PORTION OF CONC L------------------------ -------- EL. _9 5 3/4WALL TO RECEIVE HIN E TILE FINISH SEE DETAILS. 2B CONCRETE ———— 4. CIP CONC RETAINING WALL, TYP. NSEE STRUCTURAL DRAWINGS. SEAL & SIGNATURE: ED 3 QED ARC WOOD FRAMED STAIR WITH A GT DIAMOND PDLISHEDSOLID WOOD TREADS AND RISERS. PER DETAILS. 0.01 PLAY ROOM CONCRETESOG FF-3 THROUGHOUT PLAYROOM AND E -9'-5 3/4'L: HALLWAY, PER ------------------------------- CONCRETE STRUCTURAL. 17 �,570pO fN;X F NFH IVW W 54 FLOOR DRAIN SET 22'-I0 3/4" FLUSH WITH CONCRETE. NORTH FORK HOUSE EXPOSED PORTION OF CONC 5050 NASSAU POINT ROAD, 24 3 I/2" WALL TO RECEIVE THINSET CUTCHOGUE, NY 11935 TILE FINISH. SEE DETAILS.LINE OF RETAINING WALL ABOVE. LINE OF GRADE BASEMENT FLOOR PLAN 20'-4" PROJECT NO: 930 /" SCALE: DRAWING BY: SG CHECKED BY: EG BASEMENT FLOOR PLAN DWG N0: 1/4 1' 0. A-100 . 00 VIOLATION6S DRAWING IS ONLY VALID FOR CONSTRUCTION,BIDDING"OR GOVERNMENT AGENCY REVIEW IF SAID DRAWNG BEARS AN ORIGINAL STAMPING OF THE SEAL OF THE ARCHITECT WHOSE SIGNATURE APPEARS HEREON. THIS DRAWING IS THE PRODUCT OF SERVICE AND IS THE PROPERTY OF STUDIO GOETZ ARCHITFCTLIRE PC. I[ IS TO BE USED ONLY FOR THE FROJLCI NOTED HEREIN. REUSE OF THIS DRAWING FOR AW PART THEREOF FOR ANY OTHER PROJECT OR ALTERATION OR EXTENSION OF THIS PROJECT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF STUDIO GOETZ ARCHITECTURE PC.�NY UNAUTHORIZED REUSE IS A . ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #41) NEW YORK, NY 10027 T: 212.707.1105 STRUCTURAL ENGINEER: LERA CONSULTING STRUCTURAL 40 WALL STREET, 23RD FLOOR NEW YORK, NY 10005 NEW GRAVEL DRIVEWAY. T: 212.750.9000 F: 212.750.9002 EXISTING CURB CUT TO REMAIN. MECHANICAL CONTRACTOR: . 2 3. 4 5 6 7 8 KOLB MECHANICAL CORP. 11500 OLD SOUND AVENUE MATTITUCK, NY 11952 I 1 I I I I I I T: 631.298.5527 F: 631.298.5534 I I I I I I I I 2 I I I A-401 A-401 64'-10 3/4" I SEPTIC DESIGN: BRIDGEWATER ENVIRONMENTAL SERVICES I 3 I I I I I PO BOX 1375 A-401 A-301 20'-3' 18'-0 I/2" 23'-10" I SOUTHAMPTON, NY 11969 T: 631.268.4434 I I 2 2 3 I I i 8 I A 9 I I —— — — — — — — — — — — — — — — — — _ -- — -- — — — — — — — — — — — — — — — L — — — — - - - W W W W ----{ I I \ \� --- - 1 4 5 6� 7 \ L: 0'- 6' j \ i &G WOOD 1 L 11.01 i 3'-5 3/4" 21'-0 3/4' I 1 1 HALL IOA I I O9'-6" FF-1 3'-7 3/4' i 7'-9" i p W 5'-0" I 1'-- ----_---_---J I I 12 I I loe A 400 FF-4 __ 1 ( I I WOOD FLOOR GRILLS PER I W MECHANICAL DRAWINGS. GRILLS SET FLUSH WITH LV-4 \%\ FINISHED FLOOR. 2-1 I WC-3 {^ I ol � L � SH-3 � 1 D I 1 03 POWDER ------- ------- 2b ; /SHOWER FF z ------- ------- `---- --- WOOD FRAMED STAIR WITH SOLID WOOD WOOD-CLAD AT SHOWER FF-2 �\ 2A D "----- ------- 1.06 ---�- ----- ------ ---- TREADS AND RISERS. DINING GF `' 1 DOOR TO MATCH — 27 — I 1. 1 q- - LIVING 1 _ ADJACENT SIDING ; I0 I.10 I 1 O FF-1 FF-1 I MUDROOM "i DATE ISSUE EL' 6. cv FF-2C\J EL: 0'- 6' �� DIRECT VENT GAS T&GOWOOD OCT 22, 2021 ISSUED FOR FILING ----- -- - — i EL: 0'- 6' I I — ------ ---- I T&G WOOD I I 1 N I I I _ FIREPLACE. ENCLOSED IN VP -- STONE TILE I GLASS. FLUE TO ROOF. I I I E 1 Mw-o N pq w-oe 2 1 I \\\� 2 HR RATED DUCT SHAFT 1 MW-09 "' UP ,'\ TO SECOND FLOOR FROM IA I ' \ MER BELOW. w 8'-71/ 3'-4" 3'-0" I I I FULL HEIGHT CABINETS ISSUED FOR FILING z76 I "' I I WITH FLUSH DOORS AND I I I w 2 I 2 �- — I r -5" I 6 ADJUSTABLE SHELVES. I 1 II I I 12 DOB EMPLOYEE SIGNATURE: A-400 I A-300 I II I i I 18'-9 1/4" IIL__—J MW-II ---- — 1 \ i�\/ 22 _ 21 20 _ 19 _� — $ RG-I d/ lij 2 I L -- 10'-6 1/4" I 18'-01l2" I' 18'-10 3/4" 11 j I A 301 I --- I � � 5 ii W ; I 1.04 II I „ 111 I KITCHEN ' 14A 2'-0 W-----� L_ OFF-I 3'-6" 3'-8" i I I I ------- W I I DN ------- 1 2 I cv ( T&G WOOD 7 ___-i 2 I I I -- -- ---- Ig 6 6 1 �,� I j�; RF-3 1 23B 1 I 1 - ------ 1A I I I EL: 0'- 6' DOB BSCAN T&G WOOD I F_' —1 N - - -- C I. I W W 25 24 �+ SEAL & SIGNATURE: ----- ------- N ( 1 R�C , 1 I I I II 1 SH-2 '2B ao i r D I I I FIXED PANE GLASS I FF 2 `. �� I I I II I - ------ 6 -9 I/2 1.07 I W �'�� CLERESTORY IN MASTER BED 15 , ;�,_,', DRY LAID STONE'PAVER ON WALL ABOVE. FFa ..e :BED OF SAND.AND CRUS ED I' GRAVEL BED (PERCOLAT NG). EL: 0'-6' C _� I" I I I, I II 1 1 I W I I T&G WOOD W 18 1.0$ I I p 16 A a,y� 03 0 �o WC_z M TER BATH i i 7 1W d �FF 2 I I ( u,.r N LV-2 0 N I TERRACE i ( I Ili o o- odKo- EL: 0'-0 L. I 1 NFH N DRY LAID.STONE PAV.RS W W 17A 17B I I I I 1 10'-d 1/4" 12'-7 1/4" NORTH FORK HOUSE 23'-8 1/2' 5050 NASSAU POINT ROAD, I •I 1 I I I I I I 1 CUTCHOGUE, NY 11935 A-300 IO 8 ..... I I I I LINE OF RETAINING WALL 1 I 1 I . • .. .. ABOVE. ..... .. ..... . . . . O •.. ....... ... I..... .. ..... .. .. .. ..... .. ........... ......... I.. I I I I I 1 ......... .. ..... ..... .......... .. .. .. ....1 .... ._.. .. ..... .... ... ........... .. .. ..... I FIRST FLOOR PLAN 25'-4" PROJECT NO: 930 DIRECT VENT OUTDOOR K EE WALL AT SOUTH I I I I I SCALE: DRAWING BY: SG GAS FIREPLACE SET IN EDGE OF TERRACE. FACED CHECKED BY: EG @fl�l T FLOOR PLAN MASONRY ENCLOSURE. AND CAPPED IN STONE. DWG NO: 1/4 I'-0" A-101 . 00 DRAWINGTHIS DRAWING IS ONLY VALID FOR CON5TRUCTION,BIDDING,7R GOVERNMENT AGFNCY REVIEW IF SAID DRAWING BEARS AN ORIGINAL STAMPING OF THE SEAL OF THE ARCHITECT WHOSE SIGNATURE APPEARS HEREON. THIS L . ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #41) NEW YORK, NY 10027 T: 212.707.1105 STRUCTURAL ENGINEER: LERA CONSULTING STRUCTURAL 40 WALL STREET, 23RD FLOOR NEW YORK, NY 10005 T: 212.750.9000 F- 212.750.9002 MECHANICAL CONTRACTOR: 2 3 4 5 KOLB MECHANICAL CORP. - .6 7 8 ' 11500 OLD SOUND AVENUE MATTITUCK, NY H952 I I I I I I 1 • � T: 631.298.5527 F. 631.298.5534 I I I I 2 1 I A-401 A-401 20'-9 114" I8'-10 I/2" 24'-5" SEPTIC DESIGN: BRIDGEWATER ENVIRONMENTAL SERVICES I i 3 I I t I I PO BOX 1375 A-401 A-301 SOUTHAMPTON, NY 11969 13'-5 1/4" 1 8'-6 1/2" 14'-8 1/2" I T: 631.268.4434 1 I 9 98 0 - =_ 5 I 6 369 _ o - - - - i \\ /i/ I 3 31a 2 33 34 1 o I I \♦ // i 1 10 I I I j i LV-7 20 I ( I OPEN tO,BELOW I I _LI E-0 NEW BATHROOMS I I W I W I I / • 2 2 0 S YLIGHT WITH THINSET I w //// \\\\ LINE OF SKYLIGHT BA_THR OM I 2=8ABOVE, FF OVE. TILE FLOOR. I I ;� 378 A-400 I 2.02 ---------- -\ co BEDROOM I `� N iv FF I I B W i I N II 2.05 I WC-5 I 1 38 , T&GIWOOD/4" BEDROOM SH-4 9 I I FF-I I Q BEDROOM \ 1 I ------- ------- I EL: II'- 5 3/4' I i FF-1 1 i I ----- ------- I T&G WOOD j D ----- ------- ------ --- ; sH-s Te-i LINE OF EL: II'-5 3/4" I z1 WOOD FRAMED STAIR SKYLIGHT T&G WOOD I o _ _ - i i 1 IA it WITH SOLID WOOD ; P3 I �� _ _ ABOVE. r- NEW BATHROOMS ----- ------- TREADS AND RISERS. °� �I 2A I I DATE ISSUE WITH THINSET ----- --- 'n ----_ ---- I i TILE FLOOR. , I ------ ----- i FIREPLACE AND BOILER �A A�I� we-e 2 0ai o 24 I ----- -- \ p OCT 22 2021 ISSUED FOR FILING _ sJ __-__=- -- - ___—_------ -- I - - - - ------- ------ ----- 1 — FLUE TO ROOFCONT. I BATHRO of i __ .-______—_ ._. _______-__ __ __________ __ ___________ __ "-------- - "I ---- .. 4-HR RATED ENCLOSURE " F-s sH-3 I //\\ - ---- 1 IA 13 ------ MY` lV-5 p / \ pH I ' I //\\ I Q 2p O I -O- F------�� � 2.04 ------ --- I I i .i N O I MASTER BATH I 22 I i ���� 2 01 I I 25 ° 49 WC 4 FF_2 p I �� W I HALL p p p D p \ 14 K\\ 58 FF-I 116 " ;, I 18 I 19 w 2 I 2 ISSUED FOR FILING �- 15 3�-1 1 6'-4" 18-0 1/2 2 -8 5-6" 4'-9 1/2" 5'-8 I/2" tp I IB 1 1 i I o 1 I I 39 a-roo 1 A-aoo DOB EMPLOYEE SIGNATURE: 39a I - LINE OF ROOF EL: II'- 5 3/4' II ��/�p 4�r'" l 18'-9 1/4" i IA HATCH ABOVE. T&G WOOD I I 91 w w w w w w iuvx 14'-8" 4'-6" 7" 41e 41a JL — — — — — — — —1 — — — — — D I 19'-9' (i W �CO 40B i A-301 I I I I I N MASTER BED 1 I I ! I I I FF-1 W w I EL: II'-5 3/4' S 48 I T&G WOOD , w_ I I 45Bljjj 1 I I DOB BSCAN i I 1 I I LINE OF GLASS GUARDRAIL I I t RBCCE i +- - _-__ _ _-_ _- -- __ --_ - -------+ - - -- - I- - - ROUND PERIMETER OF ROOF FF 9 I I TERRACE. EL: IZ'- I I O ROOF DECK I �, 47 6 46 N SEAL& SIGNATURE: ( - LINE OF TERRACE I ( I I I • BELOW. L ED AR WOOD PANEL DECKING 5�� ON RAISED PEDESTALS. v i S� `I , �s I I I I I I I i �` � t• � 3� o ��T�any 1 � N o I I I I 1 - - - -,-1 - - —F - - - - - - - - -I - - - - - NFH N I I I I I I I I NORTH FORK HOUSE I23'-8 1/2" 5050 NASSAU POINT ROAD, I I I I 1 I I I I CUTCHOGUE, NY 11935 I I A 3oU I I I I I I I I I I i I I 1 I I SECOND FLOOR PLAN I I i I I I i I 20'-4" I PROJECT NO: 930 I I SCALE: ` DRAWING BY: SG CHECKED BY: EG SECOND FLOOR PLAN DWG N0: A-102 . 00 ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #4D NEW YORK, NY 10027 T: 212,707.1105 STRUCTURAL ENGINEER: LERA CONSULTING STRUCTURAL 40 WALL STREET, 23RD FLOOR NEW YORK, NY 10005 T: 212.750.9000 F: 212.750.9002 MECHANICAL CONTRACTOR: 1. 2 3. 4 5 6. 7 8 KOLB MECHANICAL CORP. 11500 OLD SOUND AVENUE MATTITUCK, NY 11952 T: 631.298.5527 I I I I I I I I F: 631.298.5534 I I I I 2 1 A-401 A-401 20'-9 1/4" 18'-10 1/2" 24'-5" ( SEPTIC DESIGN: BRIDGEWATER ENVIRONMENTAL SERVICES 1 I I I 3 1 I I I I PO BOX 1375 A-a01 a-sot ( I I ( SOUTHAMPTON, NY 11969 T: 631.268.4434 I I I FIXED SKYLIGHT PER I I I I I -I - - - - - - - - - - SCHEDULE. - - - - - - - - - - - - - - - - - - - - - - - - L - - - - — ' I I o \ 1 I I DRAIN AND , ,' `� O ,' I ' OPERABLE CURB/ `\ DRAIN AND ADJACENT I I OVERFLOW DRAIN PER ' \ 55 MOUNTED SKYL rGHT ` OVERFLOW DRAI�� PER ROOF AREA. DRAIN LINES / I PER SCHEDUL�. \\ ROOF AREA. DRAIIN LINES I I CARRY THROUGH STUD// i \\\ I // \\� CARRY THROUGH STUD I a-aoo 1 WALL TO CRAWL SPACES \ / \ WALL TO CRAWL SPACE. N r � 432 SF / \ CORB WITH FLASHED CONDENSER 2,-0„ ONDENSE CAP PER STRUCTURAL. / \ 2'-0" / \ R 4 DRAIN AND ADJACENT I R 2 483 SF OVERFLOW DRAIN PER ROOF O /'1 CONDENSER iv ® % 570 SF `\ DATE ISSUE AREA. DRAIN L INES CARRY I I 'mow `\ ( I I OCT 22, 2021 ISSUED FOR FILING THROUGH STUD WALL TO 1 1 ° ,57 CRAWL SPACE. PA�C E\�.\ \ IIIIIII11IIIIIIII �\A-31 00 ----O—�N—D E N-S--E\ - - - CONDENSER 2_0• OPERABLE ROOF HATCH PER SCHEDULE. ABLE BLE CURB MOUNTED SKYLIGHT PER SCHEDULE. 00 13'8`3/4" GAS AND BOILER FLUE TERMINATION AT 24" HVAC CONDENSERS ON', ABOVE ROOF SURFACE. I,IIIIIIIIIfI II IiI II II ` \\-\ I1II � Ra\-2aIiIIS� III \\ I i IIIIIII1I` I1 II � p ISSUED ` � FfFOR T2FILING ELEVATED PLATFORM 2 SET ON PEDESTALS. 1 a-aoo // OVERFLOW DOB EMPLOYEE SIGNATURE: DRAIN AND ADJACENT ----------------------------- DRAIN PER ROOF AREA. DRAIN R5 LINES CARRY THROUGH STUD WALL 306 SF TO CRAWL SPACE - I t\\\FULLY ADHERED EPDM 20 OZ COPPER FLASHING MEMBRANE ROOF AT PARAPET, FULLY SLOPED TO DRAIN @ SOLDERED, TYP. \.25" PER I . DRAIN AND`OVERFLOW DRAIN PER EACH ROOF AREA. DOB BSCAN LINE OF GLASS GUARDRAIL oFo-° AROUND PERIMETER OF ROOF 251 5F TERRACE. DRAIN AND ADJACENT -__-_ -- OVERFLOW DRAIN PER SEAL SIGNATURE: ROOFLINES CARRY THROUGH STUD IB ARC WALL TO CRAWL SPACE. SF E 03 DRAIN ND ADJACENT OVERFLOW NF DRA N PER ROOF AREA. DRAIN LINES CARRY THROUGH STUD NORTH FORK HOUSE WALL TO CRAWL SPACE 23'-8 1/2" 5050 NASSAU POINT ROAD, CUTCHOGUE, NY 11935 ROOF PLAN 20'-4" PROJECT NO: 930 SCALE: OPER DRAWING BY: SG CHECKED BY: EG ROOF PLAN DWG NO: 1/4 A-103 . 00 AGENCY6S DRAWING IS ONLY VALID FOR CONSTRUCTION,BIDDING,-OR GOVERNMENT ARCHITECT: STUDIO GOETZ ARCHITECTURE PC LINE OF ROOF SURFACE BEYOND 92 MORNINGSIDE AVE, #4D ROOF DRAIN AND ADJACENT ROOF DRAIN AND ADJACENT ROOF DRAIN AND ADJACENT NEW YORK, NY 10027 OVERFLOW. DRAINAGE PIPE TO RUN I OVERFLOW. DRAINAGE PIPE TO RUN 3 OVERFLOW. DRAINAGE PIPE TO RUN 2 T: 212.707.1105 THROUGH CEILING AND EXTERIOR Af12 THROUGH CEILING AND EXTERIOR A-401 THROUGH CEILING AND EXTERIOR A-401 3-1/2" SOLID WOOD WALL CAVITY TO MER/BASEMENT. WALL CAVITY TO MER/BASEMENT. WALL CAVITY TO MER/BASEMENT. CONTINUOUS TRIM EL: 22'-10 3/4' [I12.9 20 OZ COPPER I'-10" 7'-2 1/4" I'-10" 6'-0 2'-7 3/4" 9'-8 I/4" I'-10" 17'-II" I'-10" 14'-2 I/4" I'-10" 11 3'-II I/4' I'-10" T.O. SECOND PARAPET _ _ _FLASHING AT PARAPET, — — — — — — — — — — — — — — — — — FULLYSOLDERED, TYP. -- - ------------ --- --------------- ---------------------- ------------------ ----- ---- ----- ---- --- - ------- --------- - - --- ---- ------ -------- - - --- ---- ------ - - EL: 21'-10' 111.8 _ . _ . _- . - . - - . - . - . - . - - - - - - �-_--- s:---- _ --_--._ . _ _ . - . - .d� --- - _---- - - - -I - - - - - - - - - - - - - - - - - - - { - - - Q- - . ----_------ - - ---- ---- _ - -- - -- - - i - - - - - - - - - - - - - - - - - - - - - - - - - STRUCTURAL ENGINEER: m LERA CONSULTING STRUCTURAL T.O. ROOF JOIST GLUE-UP WOOD BOARD I I I I o EL: 20'-6 3/8'[I10.5 - - SPANDREL PANELS, TYP. - _ - - _ __ __ _ _ - - __ -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 WALL STREET, 23RD FLOOR FIN CLG SECOND � \\ \\ // /' // \ \\ NEW YORK, NY 10005 `\ \\ T: 212.750.9000 `\\ \\ LINE OF GLASS F: 212.750.9002 O — O O O -- -_ — w �\ GUARDRAIL BEYOND. -- 47 6 4 43 42 41A 408 0 \ PLANTER BEDS WITH GLASS GUARD PANEL AROUND PERIMETER OF ROOF TERRACE. MECHANICAL CONTRACTOR: 16'-2" I'-10" 3'-11 1/2" I 1'-10" KOLB MECHANICAL CORP. 20 OZ COPPER FLASHING AT PARAPET, 11500 OLD SOUND AVENUE ' 46 // — — — — — — — — — — — — — — — — — _ — FULLY SOLDERED, TYP. T: 631.28 NY 11952 ' I T: 631.298.5527 EL: 12'-10 5/8' 102.9 - . - . _- - - - - - - - - - - - - - - - - . - . - . - . - - - - - - - - - - -y�� - - �` - - - -- ---- ---------- ------- - - --- - - - - - - F 63 T.O. FIRST PARAPET o i' 44 \\ �' 4Ie \ 1 I-t ------- _ ------------------------ -__ch" 1 __------�- 1.298.5534 / �/ �/ I --I ---- - -- -- --------------------- --- EL: II'-5 3/4'[101.5] - - - - - - - - - - - - - - - - - - - Q - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - L----� - - ---- --- -- Qo ---� _ . - FIN FLR SECOND LUE-_UP-BUR o a I E_I m GLUE-UP BOARD EL: 10'-0 3/4' loo.l _ - SPANDREL-PANELS- � - - - - --- _ _ - - - - m - - - - - a � SPANDREL PANELS. TYP. DPWS,TY SEPTIC DESIGN: FIN CLG FIRST - - - - - --- - --- - -. _ _. _ 3-I/2" SOLID WOOD BRIDGEWATER ENVIRONMENTAL SERVICES VERTICAL BATTENS, TYP. - \\ _ PO BOX 1375 ALIGN SEAMS AT DATUM. \\ I SO THAMPTON, NY 11969 � \ I IX6 CEDAR SHIPLAP I /� \\ I -- - - - - W \\ o \7A T: 631.268.4434 HORIZONTAL SIDING, TYP. -- w w ` ----- I w w w w ) a - 00 25 24 22 21 20 I9 m ` \ ' N 3-1/2" SOLID WOOD �� i �' EL: 0'-6' 90.5] CONTINUOUS TRIM. \ i -- __ FIN FLR FIRST ` - // // \\ \\ ---- -- - ' GLUE-UP BOARD - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- -- - - - - - --_ - - EL: 0'-0'[90.0] - - - - - - - - - - - - -- - - - - - - - - - - - - -- - - -- -- -- - - - - - o -� - . - . - -SPANDREL PANELS GROUND — -I- — — — — — — — — — — — — — — — — — —o— — — — — — — — — — — — — .o BETWEEN WINDOWS=TYP. EL: -0'-II' [89.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - m - FIN CLG BASEMENT -I / 3-1/2" SOLID WOOD 3-1/2" SOLID WOOD VERTICAL BATTENS, TYP. CONTINUOUS TRIM, TYP. ALIGN SEAMS AT DATUM. TILE ON THINSET AT IX6 CEDAR SHIPLAP CIP CONC WALL. - HORIZONTAL SIDING, TYP. , , ----------------------- -------------------------------------------------- -------------- ---------------- --------- I ---- ----------------------- ---------- ----------------� 3-1/2" SOLID WOOD W \\ - --I / 54 — CONTINUOUS TRIM, TYP. DATE ISSUE OCT 22, 2021 ISSUED FOR FILING FIN FLR BASEMENT I , LINE OF CONCRETE FOOTING [------------- ----- \ ' BEYOND, SEE STRUCTURAL. ------------------------------------------------------------ -- - SOUTFi ELEVATION - -------------------------------------------- ,\ \ 1/4" = 1'-0" , LINE OF ROOF SURFACE BEYOND ISSUED FOR FILING 2 I ROOF DRAIN AND ADJACENT DOB EMPLOYEE SIGNATURE: A-400 A-400 OVERFLOW. DRAINAGE PIPE TO RUN THROUGH CEILING AND EXTERIOR WALL CAVITY TO MER/BASEMENT. I'-10" 3'-II 1/2" 3 -11 1/2' 1'-10" 3'-11 12" 10'-0 5/8" 6'-0 1/2" I'-10" 20 OZ'. COPPER EL: 22'-10 3/4' 112.9 T.O. SECOND PARAPET FLASHING AT PARAPET, — — — — — — — — — — — — — — — — — — — — — — — — FULLY SOLDERED TYP. EL: 21'-10' 111.8 _ _ --- ------------------- ------------------ ---------- - ��'' - - - - - — T.O. ROOF JOIST 1 1 0 1 1 GLUE-UP BOARD 1 L--- m - --J) EL: 20'-63/8" [110.5 SPANDREL PANELS. TYP. FIN CLG SECOND0/0 ---- --- - 8 0 - \ 5 � 9 38 37 PLANTER BEDS WITH GLASS GUARD PANEL AROUND PERIMETER OF ROOF TERRACE. - 1'-10" 6'-0 I/2" 7'- I ll2"._ _- - �� L2 - - 20 OZ COPPER I - -� r- W \ f _-_ - --- // ,'W`\\ %�/'W\\ DOB BSCAN FLASHING AT PARAPET, j 45B --- -- ' 39 EL: 12'-10 5/8` [102.9 - - FULLY SOLDERED, TYP. - ; \ T.O. FIRST PARAPET cncn I �-' __.��---------------------------- I I GLUE-UP BOARD_ EL: 11'-5 3/4"[101.5 _ . _ . - . _ . - - - - - - i-- - 'ter-------=------- - - - - - - - - _-- -� - - -Q o- - - - - - - - - - - - - - - - — N o o I SPANDREL PANELS FIN FLR SECOND GLUE-UP BOARD j m i m SPANDREL PANELS. TYP. -"--- EL: 10'-0 3/4' 100.1 ----- -- "' _ — _ BETWEEN WINDOWS, TYP. SEAL 1N SIGNATURE: FIN CLG FIRST o 0 3-1/2" SOLID WOOD , VERTICAL BATTENS, TYP. E�Go W W w ALIGN SEAMS AT DATUM. ��� ��\�3�Erz 16A 15 14A 12a VI IOa c �\ t. � 148 / / , , F EL: 0'-6' 40.5 LINE OF GRADE __ I ' 12 \` ,' 10 \\ 3-1/2" SOLID WOOD m - / -` CONTINUOUS TRIM, TYP. FIN FLR FIRST AT TERRACE. o _ _ _ _ / _ _ _ _ _ _ _ �` _ 0 la GROUND - - W - - - - — m - - - - - - - a .° ` `. N F H �- — — — — — — — -- — — — — — — — . — v ..-r. •� �_ — — — W - — m . EL: -0'-II'[89.1] `,`W`, .`.`-`,' , // _ % l � W .`FILE"ONTHINSET`AT, FIN CLG BASEMENT . . . ` `.` ',` ` �/ b' S I I 10'-b �4- 8'- . . . . . , . CIP.CONC WALL`.. . . . . . . . . H�--1-- -.��-t_�_ . . . NORTH FORK HOUSE I . - - - - 5050 NASSAU POINT ROAD, . . .. . . .LL. . . . . .V. . . . . •.`.`.`.`.`.`.`.`. ' . .`. .WI`.`.`. ..+ . .+. CUTCHOGUE, NY 11935 W 53 52 — _ 51A r ;. y. .+ .y. . .w. LL .. . . . . W.W. . . . .. EL: -9'-5 3/4' 80.5] .=�`�. = `...-�` — - - . - -,- — - - -4 - `- - .= FIN FLR BASEMENT ' . . . . . I ---------- ----------T-------- ---------------------------------------------------------------- -------- ---------------------- BUILDING ELEVATIONS I I I -------------- - -------- ------------------------ PROJECT NO: 930 I I SCALE: T ELEVATION i DRAWING BY: SG D2gl/j4��= I 1--- 1 CHECKED BY: EG LINE OF CONCRETE FOOTING DWG N0: t---- ----------—----------------------------------------------------------------------------------------------------------------- BEYOND, SEE STRUCTURAL. A-300 . 00 PROJECT�HIS DRAWING IS ONLY VALID FOR CON9TRUCTT01T,_=G,OR GOVERNMENT AGENCY REVIEW IF SAID DRAWING BEARS AN ORIGINAL STAMPING OF THE SLAL OF THE ARCHITECT WHOSE SIGNATURE APPEARS HEREON. iHIS DRAWING IS tHL rRODUCT OF SERVICE AND IS THE VROPLRTY OF STUDIO GOETZ ARCHITECTURE PC. IT IS TO BE USED ONLY FOR THE PROJECT NOTED HEREIN. REUSE OF THIS DRAWING FOR ANY PART THEREOF FOR ANY OTHER PROJECI OR ALTERATION OR LMENSION OF THIS ARCHITECT: STUDIO GOETZ ARCHITECTURE PC LINE OF ROOF SURFACE BEYOND 92 MORNINGSIDE AVE, #41) ROOF DRAIN AND ADJACENT NEW YORK, NY 10027 2 3 I OVERFLOW, DRAINAGE PIPE TO RUN 212.707.1105 a-4oi A-401 a-4o1 THROUGH CEILING AND EXTERIOR WALL CAVITY TO MER/BASEMENT. 3-1/2" SOLID WOOD 20 OZ COPPER CONTINUOUS TRIM 1'-10" 6'-6 1/2" I'-10" II'-7" I'-10" IT-II" I'-10" 7'-II 1/4" I'-10" 6'-6 1/2" 1'-10" 9'-3" I'-10" EL: 22'-10 3/4'(I12.9]� TT FLASHING AT PARAPET, T.O. SECOND PARAPET — — — — — — — — — — — — — — — — 11 TT FULLY SOLDERED, TYP. 21'-10' 111.8 --------- --- - ---- ----- --------- -----�--_--------- -------------------------- -- ------ ----- - _ ------------ EL: 21'-10* - - - - - - - - - - - - - ' - - - - - - - - - - - T.O. ROOF JOIST GLUE-UP WOOD BOARD — — — — STRUCTURAL ENGINEER: 1I m EL: 20'-e 3/8' [110.51 SPANDREL PANELS, - _ CONSULTING STRUCTURAL - - - - - - - - - - - - - - - - - - -- - -- - -- - FIN CLG SECOND TYP. - — _-- __ -- — NEW YORK, NY 10005 21 50.9000 F: 212.750.9002 i W W W \ W W \ w / � - 30 9 36 35 \\ 34 // 33 32 \\ 31A - \\`✓/l \� l \ l � ''l MECHANICAL CONTRACTOR: I'-10" 3'-II I/2" I'-10" 9'-8 3/4" \ \`' \'� / -- -- ------ - \ `� ,'\ / KOLB MECHANICAL CORP. W\\ i \\ i f // i'w 11500 OLD SOUND AVENUE PLANTER BEDS WITH BENCH AND — �� 36B \` �� 29B \� MATTITUCK NY 11952 EL: 12'-10 5/8' 102.9 - GLASS GUARD PANEL AROUND _ _ _-_ _ _ _ _--- _ _ _-- ' _ - �� � - . _ -_ _ _ .._—___-._ — - . _ - - - ' - '- - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - ' - - - ' - - ' - T. 631.298,5527 ' .vi T.O. FIRST PARAPET PERIMETER OF ROOF TERRACE. ----_1 N -- ------------------------EL: II'-5 3/4' 101.5 ----------------- -------------------- - \ \34 FIN FLR SECOND - - - ' - - - ' - - ' - - L � - m - ' - - - - ' - - - - - - - - - - - - _ - - - - - - - - - - - - - - Q - ..-_- tea- - - - - - I - m - - - - - - - - - - - - - - - ' - - - - - - - - �n m Ip- EL: 10'-0 3/4' 100.1 ,p/ SEPTIC DESIGN: FIN CLG FIRST - �' // // \\ // - - -•---3-IZ,.SUS ,� I BRIDGEWATER ENVIRONMENTAL SERVICES VERTICAL-BATTENS. ,'� — PO BOX 1375 Ow LtGN-SEAMS-AT-DATU SOUTHA68.443 NY 119b9 13A N T: 631.268.4434 -- ------ - Q \\ 9 8 - - 7 6 5 4 3 2A \\ fV // i' W EL: 0'-6' [90.5] o o i'/ 9B \� // // l/ \\ \\ - i' 2B \ % ---- -- ---- FIN FLR FIRST GLUE-UP BOARD m -cc - ' - G -.---. -�1 - - -- - - -- - -- -- - - -- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - ' - - - EL: 0'-0' 90.01 — — — SPANDREL PANELS — . _ o_ — . — _ o GROUND BETWEEN WINDOWS, TYP. a - . - . - - -� - - ' - - - - - - - - ' - - ' - - - - ' - - - . - . - . - I- . - . - . - . - . - . - . - . - .- . _ _ FIN CLG BASEMEN ( ; - - - - - - - - - - - - - - - - - - - - - - -TILE THIJET A CONC WALL. I I I w _ 50 i I --- ' i I DATE ISSUE EL: -9'-5 3/4' 80.5. - I OCT 22, 2021 ISSUED FOR FILING FIN FLR BASEMENT I I j I 1 I I LINE OF FOOTING BEYOND. jNORT1-1 ELEVATION ;-----------�---------- 1 i' -------------------------- ---—------------------------------------------------------;, 1/4"= 1'-0' ISSUED FOR FILING 1 2 LINE OF ROOF SURFACE BEYOND DOB EMPLOYEE SIGNATURE: A-400 A-400 ROOF DRAIN AND ADJACENT 20 OZ COPPER OVERFLOW. DRAINAGE PIPE TO RUN EL: 22'-10 3/4' 112.9 FLASHING AT PARAPET, 1'-10" 3'-II I/2" 1'-10" 5'-9 I/4" I'-10" 3'-II 1/2" 7'-II I/2" 3'-II /2" I'-10" THROUGH CEILING AND EXTERIOR T.O. SECOND PARAPET FULLY SOLDERED, TYP. WALL CAVITY TO MER/BASEMENT. - - - - --- -- -- ---------- -- _ - EL: 21'-10' 111.8 _ _ _ _ _ _ _ _ _ - ---------- - ------- - ------- --------- - ---- ------� ---------------- -- ------ --- - ---------------- T.O. ROOF JOIST GLUE-UP BOARD 1 1 0 SPANDREL PANELS. TYP, t`-- ---�7 FIN CLG SECOND - ' - ' -- - - ' - - ' - - - - ' - - - - - -- - - - - ' - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - // // LINE OF ROOF W 2e 9 4 DECK BEYOND,TERRACE PLANTER BEDS WITH GLASS / 5'-7 3/8" 3'-II 1/2" 1'-10" GUARD PANEL AROUND PERIMETER OF ROOF TERRACE. DOB BscAN IX6 CEDAR SHIPLAP 20 OZ COPPER EL: 12'-10 5/8' [IO2.9 HORIZONTAL SIDING, TYP. % FLASHING AT PARAPET, FULLY T.O. FIRST PARAPET - - - - - - - - - - - - -- -- -_ _— _ -- -- _--- - - _-- -- i u, 1 SOLDERED TYP. II'-5 3/4'[101.5] GLUE-UP BOARD cn `-`--`-------- ----------- I---------- EL: - ---, , I FIN FLR SECOND - - -- - - - - - - - -- - -- - - - - - - - _ - - - - - - - - Q - - - - o - - - - - - ' - - - - ' - - ' - - - i - - o - SPANDREL PANELS m � I 1 m GLUE-UP BOARD EL: 10'-0 3/4' 100.1 BETWEEN WINDOWS, TYP. ,o — o — '-L==== _ - SPANDREL PANELS. TYP. SEAL & SIGNATURE: -- - - - - - - - ' - ' - - - - - - ---- -- --- --- - "' ----- - - --- -- --- - - --- -- - -- -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FIN CLG FIRST 3-1/2" SOLID WOOD -� FLUTED GLASS WINDOW .��. /��' \ \\ I — VERTICAL BATTENS. ,� ---- - - --- ----- ��\ - - - - __ - BY LOEWEN PER WINDOW ��R�D ARc SCHEDULE ALIGN SEAMS AT DATUM. ,' �� RAGA GoET2 . 5 w D I \ Q -0 STONE-CAPPED AND 28 �` '' m STONE-FACED OUTDOOR - �� GAS FIREPLACE ENCLOSURE AND KNEE WALL AT EDGE 4,� 0.57 ,l0 OF TERRACE. c`C� =`N EL• 0'-6' 90.51 7B 6B 18B FIN FLR FIRST EL: 0'-0" 90.01 GROUND - - - - -I I a. -r - ' - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - ' - ' - - - - - ' - - ' - - - 1 - - ' - - - - - - - - -iYl - ' - - -`'-- . - -;- - - - - - - - EL: -0'-II'[89.1] j EXTERIOR SHOW STALL SOLID WOOD PANEL IN T LINE OF GRADE N F H FIN CLG BASEMENT I BEHIND CEDAR SIG?ING WINDOW FRAME BY LOEWEN j AT TERRACE j ENCLOSURE AND BOOR TO PER WINDOW SCHEDULE. ; NORTH FORK HOUSE MATCH ADJACENT' SIDING. 1 5050 NASSAU POINT ROAD, CUTCHOGUE, NY 11935 1 1 I I I I 1 I I 1 I EL: -9'-5 3/4"[80.5] I I I _ FIN FLR BASEMENT — — — - — . . . . — ' — _ . — — — — — — — — - — LINE OF BASEMENT WALL BEYOND— - I 1 BUILDING ELEVATIONS ----------L__----------- -------------------------------------------L______________ I i PROJECT NO: 930 L-- ----------------------- ---------- --------- --------- --------- ---------- --------- ------ ---------- ---------- -----------------------�---LINE OF FOOTING BEYOND. SCALE: 2 WEST (ELEVATION DRAWING BY: SG 1/4" = 1'-0" CHECKED BY: EG DWG NO: i A-301 . 00 CURB-MOUNTED SKYLIGHT PER CURB-MOUNTED SKYLIGHT PER ARCHITECT: SCHEDULE. SCHEDULE. STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #41) 2 2 NEW YORK, NY 10027 A-500 TAPERED 2XVARIES FRAMING TO ROOF DRAIN AND ADJACENT A-500 T: 212.707.1105 20 OZ COPPER ESTABLISH .25":12" PITCH TO DRAIN. OVERFLOW. DRAINAGE PIPE TO RUN EL: 22'-10 3/4'[112,91 FLASHING AT PARAPET, _� THROUGH CEILING AND EXTERIOR rr___ 1 T.O. SECOND PARAPET FULLY SOLDERED, TYP. _� -i -_ __ - _ _ _ - - - - - - - - - _ - - - - - - - WALL CAVITY TO MER/BASEMENT - - - - - - - - - - - - - - - - - -- - - - - - -. - - - - _ - - - - - - - - - - - - - - - EL: 21'-10' 111.8 -- - -- �- r -- -- - - - - - -- -F17 - - - - 1 I -- --- - - - - - - - 374"�5=f/2"-CEDAR-BO�rt2D- - - - - � -t 1-FT T I � , --- ----- - - - - - - - - - - - - - - - - - - - - T.O. ROOF JOIST III I ; 1 �� l� I �� i�, ` I 111, I I GLUE-UP AT SPANDREL PANEL. 1 „ EL: 20'-63l8' 110.51 I _ _ -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FIN CLG SECOND 1 1 I I 1.75" x 14" LVL C 16" OC. SEE I �/ � � LERA CONSULTING STRUCTURAL 1 1 I \ `�\ / � � � \� I 1 1 40 WALL STREET 23RD FLOOR STRUCTURAL PLANS. 1 1 I; ; ; \ / \ / 1 t 1 I i' II 1 1 O O 1 1 NEW YORK, NY 10005 1 1 50.9000 9 30 ; ; '\ J jI \ / G 1 1 35 6 1 1 I' a�✓/ I 1 i�l F: P127750 9002 1 1 i i ✓� \ W / d W W \ W \\�� 31A 32 \\��'// 1 1 2 02 \ i 2.05 (, / / 2.07 , 2.06 1 1 1 EDROOM \ I ��/ BEDROOM \ i' \ l BATHROOM I I BEDROOM `\ EL: 12'-10 5/8' 102.9 I ! r O \ 1 1 w' 9B `� �.\ I I � / � I \ � 366 `\ 1 I MEP DESIGN: - ; - - . - - _ -1 - -1-- -- _ KOLB MECHANICAL CORP. T.o. FIRST PARAPET 1 1 '^ \ I ' ` - '_� _ 11500 OLD SOUND AVENUE 1 1 i I ✓.I 318 \�� \ I '/ 34B - - - MATTITUCK, NY 11952 EL: II'-5 3/4' 101.5 j 1 - - - - - - \\\ - 1 FIN FLR SECOND - - -- - - - - - - - - -3/V X-5-1/2�CEDAR-BOARD- - - I ; ; I i- - - - - - - - - - - - - - - - - - - - - - - T: 631.298.5527 GLUE-UP AT SPANDREL PANEL. 1 � " F: 651.298.5534 I r �; - •. �� i I 1 EL: 10'-0 3/4' [100.1] - - -- - - - - - - - - - - - - - - - - - -1- -... I- - -- --- I 1 - - - - - - - - - - - - - - - - - FIN CLG FIRST I 1 1 I i \ i I 1 1 1 \\ �� % \� \ \ SEPTIC DESIGN: 14" TJI @ 16" OC. SEE 1 1 I ' BRIDGEWATER ENVIRONMENTAL W W 1 { LINE OF BUILT-OUT SHAFT I I 1 STRUCTURAL PLANS. II W W W W WALL AND DOOR CATCH f W W 1 1 PO BOX 1375 2A O ! O j� O O O I I O 9A ,' SOUTHAMPTON, NY 11969 1 1 1 1 ; 1.01 1.05 CONTINUOUS 1HALL DINING ; I 1.06 T: 631.268.4434 3 1/2" SOLID WOOD NT I I LIVING 1 1 TRIM PER WALL SECTION. 1 1 \ _ - I 1 : ( x i 1 1 - _-- ; 3/4" T8,G WOOD FLOORING Lill SOUND UNDERLAYMENT CONTINUOUS GRAVEL STRIP ATO3/4" PLYWOOD SUBFLOOREL: 0'-6• 90.5 HOUSE PERIMETER PER WALL 1 � 2B \ ! I /� \\FIN FLR FIRSTSECTION. \ \\ / --- ------ -- - ---J� \ L�x' j `. 1 r \\ EL: 0'-0' 90.0 - - -- - - - - - - - - - - - '7 - II- - - - - - - - - - - - - - -I - - - - - - - - - - - - ---1= 1 '- - - - - - - - - - - - - - - - - - - - - GRpUNQ /. / - - fl 1- . - . - . _ . _ _ . _ - . - . - - - - - - - - - - - - - - - 1 1 .'° EL: -0'-I I' 89.1 - -- - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - 1 i'- I 6 i 'i 1 FIN CLG BASEMENT - - -- - - - - -I - - - - - - / / �; : 1 - - - - - - - - - - I 4" CONC SLAB ON GRADE 1 1 1 I 4" XPS INSULATION (R VALUE= 2 ) OPENING IN FOUNDATION CIP CONC WALL 6" CRUSHED GRAVEL 0.06 WALL WITH ACCESS HATCH 0.05 1 t • RUB-R-WALL PLUS SPRAY CRAWLSPACE FOR DUCT ROUTES TO MECHANICAL 1 STORAGE 1 � � APPLIED WP AT BELOW GRADE CRAWLSPACE. I I WALLS / aj'- I 1 • 4" XPS (R VALUE= 20) AHU AHU EL: -9'-5 3/4' 80.5] FIN FLR BASEMENT ✓' DATE ISSUE E-W SECTION I ]6A OCT 13, 2021 ISSUED FOR PRICING 2 CURB-MOUNTED SKYLIGHT ROOF DRAIN AND ADJACENT TAPERED 2 X VARIES 2 A-500 PER SCHEDULE. OVERFLOW. DRAINAGE PIPE TO RUN FRAMING TO ESTABLISH A-500 THROUGH CEILING AND EXTERIOR .25":12" PITCH TO DRAIN. EL: 22'-10 3/4' I12.9 WALL CAVITY TO MER/BASEMENT ,--__ Z T.O. SECOND PARAPET ( 1 W EL: 21'-10' 111.8 - - -- - - - - 1- - - - - - ---- -- - I� - - - + -- - - _- - - - - - - - - - - - - T.O. ROOF JOIST 1 1 1 0 I� i I 11 EL: 20'-6 3/8'[110.5] j I _II I!---�-- 1_ _I -- - - _ _ -T-�- 1l_--Illy 111 _ - - - - - - - - - - - - - - - - - - - - I I 1 I � I, FIN CLG SECOND t i i \ ED � � i 1 2.04 2.03 / 2.01 I I / \ / I/ 1 O W EL: 12'-10 5/8' 102.9 1 1 MASTER BATH MASTER BEDROOM / HALL T.O. FIRST PARAPET 1 1 - - -- - - - - - - - - - - - - - - -- - - - - - - -- - - --/ -- -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -I -�- - - /- - - - -4 - - - - - - - -/ -� -- - - - - - - - - - - - - - _V0-1 EL: II'-53/4'[101.5 - - -- - - - - - -1- I 17_1 / - - - - - - - - - - - - - - - - - - - - - - - - U ----- ----- 1 I IL --------- -_ --- _------- _ FIN FLR SECOND 1 1 i- i A I I 1 1 1- - - - - - - - - - - - - - - - - - - - - - - - - - - SEAL 8, SIGNATURE: EL: 10'-0 3/4' 100.1 1 1 / FIN CLG FIRST 1 1 1 _ [Q ARC DIRECT VENT GAS \�A ETzy/� I I GLASS.FIREPLACE. TOLROOF.IN 1 1 W W W I I W W i ` I OPEN YO'BEYOND I j 1 1 \\ \\ I I ;� AI i i 1.04 -t I.01 WOOD FRAMED 1.05 1 I I L06 1 1 `- ,�, r STONE FIREPLACE MANTLE. �\`� .�^ i 1 1 KITCHEN \ LI „ HALL, STAIR WITH DINING I I LIVING i/ '4 ' -- - \\ // • 3/4" T&G WOOD FLOORING / SOLID WOOD { i i 0, 5700 y0 1 1 y -- i • SOUND UNDERLAYMENT �, TREADS AND N���� • 3/4" PLYWOOD SUBFLOOR /% RISERS. I I \ 1 1 _ EL: O'-6' 90.5 \ / i \ \ ___-�- i 9B \ FIN FLR FIRST �' / i l /j - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL: 0'-0" (90.0 -1 - - - ---- - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EL: -0'-11- 89.Ig / - - - - - - - - - - - - - - -- - - -- -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - / //it " I 1 1 FIN CLG BASEMENT N F H 1 • 4" CONC SLAB ON GRADE 1 1 � /` r��/ �,, ; • 4" XPS INSULATION (R VA E= 20) 1 0.04 1 NORTH FORK HOUSE ' • 6" CRUSHED GRAVEL 0.06 LAUNDRY 1 CRAWLSPACE 1 5050 NASSAU POINT ROAD, 'Jt 1 CUTCHOGUE, NY 11935 / �.-�� ,Ir- .l'���'-�',I--��'^j• >r-�,�-� �'-�,/'��1'� ��''-� ,f"� .,� �i,r"�_�.>�.�''^_�a ....1-?� �,�,�'^� ,'1�-.X, ,/'�,e-"Y,>1 � � �f`? .�'.�-� 1� s a'�'�� "� I I I I I EL: -9'-53/4'[80.5] - - - - - - - -.-. - -. - - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - FIN FLR BASEMENT -` mac;✓ l� BUILDING SECTIONS E-W PROJECT NO: 930 2 I/4'= I'-0" \ �- - I_ SCALE: - �- - DRAWING BY: EG CHECKED BY: EG DWG NO: A-400 . 00 YHIS DRAWING IS ONLY VALID FOR CONSTRUCTION,BIDDING,_QR GOVERNMENT AGENCY REVIiEW IF SAID DRAWING BEARS AN ORIGINAL STAMPING OF THE SEAL OF THE ARCHITECT WHOSE SIGNATURE APPEARS HEREON. THIS DRAWING IS THE PRODUCT OF SERVICE AND IS THE PROPERTY OF STUDIO GOETZ ARCHITFC[URI:PC. 11 IS TO BE USED ONLY FOR THE PROJECT NOTED HEREIN. REUSE OF THIS DRAWING FOR ANYPART THEREOF FOR ANY OTHER PROJECT OR ALTERATION OR EXTENSION OF THIS PROJECT IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF STUDIO GOETz ARCHITECTURE PC. ANY UNAUTHORIZED HLUSL 15 AVIOLAliON 01' US.COPYRIGHT LAW. UNAUTHORILLU ALILRAIIONS 10 THIS DRAWING IS A VIOLATION OF SECIION 7209(2)OF THE NEW YO STATE EDUCATION . ARCHITECT: ROOF DRAIN AND ADJACENT DUCTWORK AT CEILING PLENUM PER 20 OZ COPPER OVERFLOW. DRAINAGE PIPE TO RUN MECHANICAL DRAWINGS. FLASHING. FULLY STUDIO GOETZ ARCHITECTURE PC 'L: 22'-10 3/4'[112.91 THROUGH CEILING AND EXTERIOR SOLDERED. 92 M YORK, N 1 AVE, #4D i.0. SECOND PARAPET WALL CAVITY TO MER/BASEMENT - - - - - - - - - - _ - - , - - . - - . - - - . - . - - . - - . - . - . - . - . - . - NEW YO07. 05 10027 T: 212.707.1105 i • - -- : - ------_ - -------_- - EL- 21-10 111.8 - - -- - - - - - - - --- -.- -- -�__-T-__ ,------ - ---_ =-_ - ,> -r-- -- - ---- - _ _ 374 X 5-172" CEDAR T.O. ROOF JOIST - r - --_ ---- -- ---------------- ------ - - - - III-_1--- _`'=-,T-- -------,; --- ------ BOARD GLUE UP AT - - - - - - - - - - - - - - - ------- � --- --�--- --------'---- ---- -- ----_----- �------ _.,___=_-�- - SPANDREL-PANEL. FIN CLG SECOND � >`] \\ STRUCTURAL ENGINEER: LERA CONSULTING STRUCTURAL 40 WALL STREET, 23RD FLOOR 5 14 _ NEW YORK, NY 10005 2.02 •� 2.03 ,'W` \� T: 212 .750. 000 F: 212.750,9002 BEDROOM MASTER BED EL: 12'-10 5/8' 102.9 T.O. FIRST PARAPET - - - - - - - - - - - \ \ - --- - - - - - - - - - - - - - - - - - - T.O. X 5-1/2' CEDAR MECHANICAL CONTRACTOR: EL: II'-5 3/4' [101.5] - - - - - - - - - i r` _ -- ----- BOARD-GLUE-UP-AT- - - - - - - - - - - - - - - - - - - - - - - - -- -----. - --- - - -- _ _ _ _ _ _ FIN FLR SECONDI SPANDREL PANEL. T� �p - KOLB MECHANICAL CORP EL: 10'-0 3/4' 100.1 I SPANDREL _ _ _ _ _ _ _ _ _ _ _ _ �� 100 OLD SOUND AVENUE FIN CLG FIRST % T: TTITUCK,631.298 5 11952 \IN F. b6312 985 534 •I" FF-4 PAVERS `, ; ____ -- •I' STONE DUST ' • 2" COMPACTED SAND IN IN -- 18 •6" CRUSHED GRAVEL SEPTIC DESIGN: 1.02 I.10 " 1.04 - BRIDGEWATER ENVIRONMENTAL SERVICES POWDER MUDROOM KITCHEN _ STONE CAPPED AND STONE-FACED OPEN TO BEYOND / OPEN TO BEYOND OUTDOOR GAS FIREPLACE \\ PO BOX 1375 _ I- -I ENCLOSURE (BEHIND) AND KNEE --- SOUTHAMPTON, NY 119b9 fill, WALL AT EDGE OF TERRACE. T: 631.268.4434 If IN W I I -- LT6-WOOD- EL- 0'-6' 90.5 FIN FLR FIRST -CONTINUOUS TRIM. EL: 0'-0'[90.0 -- - - - - - - - j i �. - - - - - - - - -- G UN / -- - - - - - - - - - - - - - - - - - - - / ---- - - - -- f �� girt r�r. u19 ASEp? IP CONC WALL 0.06 / j,// /•,,', RUB-R-WALL PLUS CRAWLSPACE / v/ / SPRAY APPLIED WP AT BELOW GRADE WALLS / / 4" XPS (R VALUE= 20) _ •I' I 1 I I I 1 1 I I I I EL: -9'-5 3/4' [80.5 I - - - - - -T I- FIN FLR BASEMENT 1 I I 1 -----L------ L- r------•1----------------------------------------------------------------------------------------- -r------------------------- -----� I I 1 I I ----------- -------'----------' ---------------J DATE ISSUE ---------------------------------------------------- OCT 22, 2021 ISSUED FOR FILING N-S SECTION I 114" = I'-0" CONDENSER TO REST UPON RUBBER/CORK ISOLATION PADS (4 CORNERS), TYP. ISOLATION PLATFORM ISSUED FOR FILING DUCTWORK AT CEILING PLENUM PER CONSTRUCTED OF EPDM MECHANICAL DRAWINGS. OVER 2X6 STUDS. DOB EMPLOYEE SIGNATURE: 2 Asoo TAPERED 2XVARIES FRAMING TO cu-I cu-a (6) SPRING ISOLATORS SIZED ESTABLISH .25":12" PITCH TO DRAIN• cu-z cu-3 cu-s FOR WEIGHT OF PLATFORM EL: 22'-10 3/4' [112.91 AND CONDENSERS. EL: 22'-10 3/4'[112.9] r } - - - - - - - - - - - - T.O. SECOND PARAPET T.O. SECOND PARAPET - _ - - - - - - - - - - - . - . - - .- - - - - - - - - -1 1 ^ 1 - - - - - _ _ EL: 21'-10' 111.8 - - - - - - - ------- - - - - - - - - EL: 21'-10' 111.8 _---__ 1 - - - - - - - - - - - - - - 1 II I _ - - ----- __ - --. - . - - - . - . _ - - - - - - - - - - - - - - - - - - - - - - T.O. ROOF JOIST _ ( T.O. ROOF JOIST ' EL: 20-6 3/8 [110.5] _ - - --- I EL: 20'-6 3/8'[110.5] -`-- - \� __-__ a I ' ROOF DRAIN AND ADJACENT - - - - - - - - - - - - - - - - - - - - FIN CLG SECOND FIN CLG SECOND I 1 � , \ ' � , ---- OVERFLOW. DRAINAGE PIPE TO RUN THROUGH ROOF DRAIN AND ADJACENT WOOD PANEL DECKING - - AND WALL CAVITY TO ON - ON RAISED PEDESTALS. MER/BASEMENT 1 I OVERFLOW. DRAINAGE PIPE TO RUN _ ;I 1 1 i 1 W / THROUGH CEILING AND EXTERIOR I I i 1 37 38 9 WALL CAVITY TO MER/BASEMENT PLANTER BEDS WITH GLASS 5 j I 1 GUARD PANEL AROUND 1 I 2.06 PERIMETER OF ROOF TERRACE. 1 1 BEDROOM \ i \\ - I 2.05 20 OZ COPPER EL: 12'-10 5/8' 102.9 iO 1{ BEDROOM DOB BSCAN EL: 12'-10 5/8' [102.4 j j 37e T.O. FIRST PARAPET I 1 \. --- - / 39B - FLASHING aT PARAPET, - - - - _ - -\ - __ --- - - -- - - - - -,I -..- - - -- - - - - - - -- - - - - - - - - \\ \ T.O. FIRST PARAPET --------�- -� --- __-- -------- ------ - - - - - - - - - - - - - - - - --, -_ -FULLY-SOLIDERED, TYP.- _ I I 1-4 51 EL: II'-5 3/4' 101.5 --------1 i - ---- -- - --- -- -' ---- ----- - _ - ----- GLUE-UP BOARD ELFIN FLR SECOND 1 - - - - - - - - - - - FIN FLR SECOND 1 l r--- 1 -- -- ---- -- -- -- -- --7------- ----�----i- - -1 EL: 10'-0 3/4' 100.1 I r, 1 2 i -- - ---- -- -- --- --- -------------- - =_=-_-_�_ I SPANDREL PANEL. - - -- - - - - - - - t� EL: 10'-0 3/4' 100.1 1 �� -- --- ---- -- - _ --------.=--------- - - T - - - -_ - - - - - - 1 L SEAL & SIGNATURE: -� -- FIN CLG FIRST 1 I � ��, \� FRAMED STAIR . 1 1 / a BEYOND. `RED A'gCy� GN IN , I ---- 1 1 \ W W SOLID WOOD PANEL W ----------- ' i y . Ii•� ;a 1" / i -- W 1 1 �oA I, n L06 12A IN WOOD FRAME BY 3 - ; `, I I J , 4 1 1 O LIVING / D LOEWEN. -- - OPEN TO BEYOND 'i 1.05 I i�s 4YbJ ' ' DINING 70) ILL � -u �I \ J I H�r Ct P_�,1 1 --- I F' ti MASTER BATH 1 1 W O EL: 0'-6' 90.5 -- 0'-6' 90.5 IOe �! tii 12B { El. 1 1 O \ ` FIN FLR FIRST FIN FLR FIRST 1 - \\ WOOD FRAMED STAIR_WI�H I - . - . - . - - - . - . - - --i - - - - - -- - II- - - - ----- - EL: 0' 0' 90.0 - ELl - - - -- - WOOD-TREADS-AND- - - - - - - - - N , , ,k:�; - - - - 11 --------y --- - - -_ - - - I -SOLID W00 GR , ,sw RISERS WITH WOOD -- - - - - - - -- - -- - - - - - .It + - - - EL: -0'-II�89.g - - - - - - - 1 ----- - ---- -- --- -- - . - _ . - . - -- - - -- - Np - - - - - -FIN CLG BASEMENT % ///-.1/ S .Q�rr , u PANELED ENCLOSURE A /' '�/ NFH FIN CLG BASEMENT 1 1 --- - -- I UNDER STAIR CLOSETS. DUCTWORK AT (/ �, y / ! / %/ % /,i / 0.06 /1 �j/% 1 1 CRAWLSPACE 1 1 CEILING PLENUM NORTH FORK HOUSE 1 1 PER MECHANICAL s i� 1 \ i / ; //,/ / / //'/�/ /r / 5050 NASSAU POINT ROAD, DRAWINGS. A��> CUTCHOGUE, NY 11935 0 0.05 � I \ OPEN'TOBEYOND / / 1 / LAUNDRY \ / ; r MECHANICAL/STORAGE \\ -..-_- -..---- - - - - - - - - - - - - - - - - EL: -9'-5 3/4'[80.5] �` _ � _ - _- c/l;/ - - - EL: -9'-5 3/4'[80.5]� . -. .- .- .- - - - �- FIN FLR BASEMENT FIN FLR BASEMENT c;'•���tjc��--l;� �Iif .x, r 1 `� � ,>l�.l--ar�,�'��/'���r� ��1�5�_.�y�.'��,�"��1�� �^�,�'���-rL.� � � l- -lcaJL> �;. � BUILDING SECTIONS PROJECT NO: 930 -� AL DRAWING BY: SG CHECKED BY: EG N-S SECTION 2 3 N- ��CT�IQN 1/4 2 DWG NO: A-401 . 00 THIS DRAWING is oNLYVALID FOR CONSTRUCTION,BIDDING,OR COVERNMENI NCY REVIEW IF SAID DRAWING BEARS AN ORIGINAL STAMPING OF THE SEAL OF THE ARCHITECT WHOSE SIGNATURE APPEARS HEREON. THIS DRAWING IS THE PRODUCT OF SERVICE AND IS THE PROPERTY OF STUDIO GOuZ ARCHITECTURE PC. IT IS TO BE USED ONLY FOR THE PROJECT NOTED HEREIN. REUSE OF THIS DRAWING FOR ANY PARI HEREOF FOR ANY OTHER PROJECT OR ALTERATION OR EXTENSION OF THIS PROJECT IS PROHIBITLDWITHOUT THE WRITTEN PERMISSION OF STUDIO GOETZ ARCHIIECTURE PC. ANY UNAUTHORILED HLUSL IS AVI oLATiON OF US.COPYRIGHT LAW. UNAUTHORIZED ALTERATIONS TO THIS DRAWING IS A VIOLATION OF SECTION TZn_7TUF7 E NEW YORK STATE EDUCATION LAW. i ARCHITECT: Lu STUDIO GOETZ ARCHITECTURE PC z 92 MORNINGSIDE AVE, #41) m 4 I I ( I NEW YORK, NY 10027 -� T: 212.707.1105 z w w 0 WJ , X Z Z N N m F- J u- LL (� Z W W W LL � 0 0 > rn O Z - j o F- > > N o STRUCTURAL ENGINEER: LL af w " J N7 w m F- } Q ---� lI �o. Q o 7ZOP-1 cr �� LL w `" 0 Q ►� J > o > ^ ao N ao Lij LERA CONSULTING STRUCTURAL o w F- z -i I' W J 0 Q m 11 o40 WALL STREET 23RD FLOOR m W J 0 Z I > 0 u- N N m O �'I�c.:7. Jn Q m N J<[ m F- o - N o, Lu z z w ? lJ U) Q - > NEw YoRK, NY 10005 J W Q J Q Z ►� O N O --1 J O QjQ I O m w 0 � Lu + W J p J J u z .oJ X Q � p � Q n J ~ J JCL Q O J n o zo > JQ 3: Wm Z N � 'o �n N � o Q c MQ � w � Q mQ � }, � � �o Q u -D Q � F: 212.7509002 Z J 01 J J W m z 0 to Z N j O O O Q H W > O J J ; C'J� z to > O N Z) - J Q W Q It _ 10 Q \� W Ln Z Z 0N0 W = Q z U V - J >- a0 LL_ 0 -j Q J >' Z N N m Lu ��v �o (� O Z w � � �' _a -J 0 -1 N -L Wm Q Qc� � Q m � aoz z _ ° (J}}},, � °- if ^ � 00 mQ i Z > � � z0 '0z_ tn 3: p � Z W > ZN pmLUOZ > w OF- 3: CL Z (n � 1 r ou OJ UX F- F- LL_ ^ u p O > ( \ � > W - 'o 'sc� o O 0 S' ZU - � � (npa m 00 Lu _ 00 d W N W to Z - (� c� - - m00oQ � � zZW � � �j � 00- o J - Fn J Zo II ESN -� -� � � JUX UXU m F- F- MECHANICAL CONTRACTOR: KOLB MECHANICAL CORP. rz00 --� J J O_ O_ Op °t$ -j :3 Q u a = 0 aG� W o 0 = o QQ x W = - Q Q L1J F- > LL.. O < it m > W 0 r -� co in U X 1- F- in N m oo � - -f .p W W0 Q > C'f F- F- > V- WQ0 w [Y L� W - - OO a o 0 wZ3' Lug W 000 (n cow _ co co � ZW a0J mtoNiao -1 F- F- • • • • 0 • . 11500 OLD SOUND AVENUE Q Q J z Z � W = = � F- ; ; :> Q Q F- n- D ;' {� MATTITUCK, NY 11952 F- z ? ? Q m • '• • . . m � _ � 00 � � „'7!'z 9-,8 � � T: 631.298.5527 in - Q -- Lri ►� F- F- m ►� °' D w cn - � rien � r" OFF- J � ' Y �'����� ��•� F: 63L298.5534 aQo II ' � II • • 4. D O - f X (nF_ f A/70 ,6 .9 .6 N W = cl 4t C7 — a D' c ° ° D c ° SEPTIC DESIGN: _ _ ° D BRIDGEWATER ENVIRONMENTAL SERVICES Q - z �. a- - N - �' ° � � � ° � D �v� •� � ',� D � � .°' ° ° � � � PO BOX 1375 F- Q I D Y 11969 ° ° D SOUTHAMPTON LL N _ - ° 631.268.4434N 9-,6 w = U o- O U D = w (nQYw o- tr ir U Z � F- W m F- 6 6 U W 0 I N W Z 0 CAW I mQj Ip 0 QZ mom I F- w W Z O HNO Q ( m 0 � Z F- ILDn C9QJ w z � � wLu � � N w � 2 0 � ww > F.- _ %o OF- = J w NH 3pw N mW � U J JO ~ O' F- W V -j zO� F- .Q .o (L F- 0 (L FO- >- m0 ? 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O W Q U = � Q I N c9 D) c_~n i = Q O W Fp-• W w 0 w FF- W V N = U J m W 0 O Q M = w ` s cn � (L >- z °D O Lu O o w cn o- Q � o o z (n N N7 LL1 Q w 0 O Q >i [Y F- _� U W N J a0 0 (7 LLJ Lt U W U "o Z DE > 0 J 0 - Q N p [Y Q Q _ Q U J m tY J „ Z2 QI NZ LL I > W J W mF- I > � DQ O W w0 < > 0 U 10 W rn 0 >- F- � QFW" J z0 • Z_ Z W W am m Q = Lu -J v Jof m � N J > O O- (L 0 N U z °o DATE ISSUE • OCT 22, 2021 ISSUED FOR FILING I I I I I W ( I I I I I I I I ISSUED FOR FILING a, ma a ri DOB EMPLOYEE SIGNATURE: wo � � >- � 0 = W �- w a LLJ _ � � Q i I W N N m Q Q U C7 t7 >- u If w N Z Z F- w w O .. 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U • W [C OZ u- 0 m p L1J m p z 0 0 0 n Or F- � Q w m Q1 _ z J � Q = m O -S' lei W W F- m Q 0- = Q Z Q F- Q r� _ ~ U _ �- m c� .O I ? mILc� > F0CL Vu- - j V Z � — Z Z co J Q • Weon Lc) Lj 'nz - N 'ncn o njd - 00 NCL 0 O0 O0- OD �' w O W - Q - � = U OQ O V � � O� � 0� p � 00 � E a, `_'LLJ � `-'Lu `'_'x �''W `J W < LL-O °D N < � W � J .oi oU Q � Q o ; U u- m m WALL SECTIONS MZ NQ' 'oU lncn � V- z oz o O _I O I z _1 d' _, z J LL _j J J PROJECT NO: 930 U W p - cy u- - Lu Lu W U Q, LL Z-,i LuN (1) ~ N W O J W W z Z SCALE: J o w W F- W L' w L` DRAWING BY: SG W F- CHECKED BY: EG DWG NO: A-500 . 00 ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #4D STRUCTURAL D RAW I N G LIST �(/�`('�� T: 212.707.NEW Y NY 10027 07.1105 NUMB_E_R NAME S000 COVER SHEET S001 STRUCTURAL SYMBOLS AND ABBREVIATIONS S002 GENERAL NOTES _S003 GENERAL NOTES STRUCTURAL ENGINEER: _ LERA CONSULTING STRUCTURAL ENGINEERS S004 GENERAL NOTES 40 WALL STREET, FLOOR 23 YORKS005 — STRUCTURAL DESIGN CRITERIA _ New T: 212.75 NY 10005 .750.9000 F: 212.750.9002 S100 BASEMENT FOUNDATION_PLAN ---� S101 _-- FIRST FLOOR FRAMING PLAN S102 SECOND FLOOR FRAMING PLAN S103 ROOF FRAMING PLAN =-- _ S400 _FOOTING TYPICAL DETAILS ENGINEER _ _ KOLB MECHANICAL CORP. L `'' 11500 OLD SOUND AVENUE S401 SOG TYPICAL DETAILS � �''4 MATTITUCK, NY 11952 S402 CONCRETE WALL TYPICAL DETAILS — T S403 _ CONCRETE WALL TYPICAL DETAILS T: 631.298.5527 -� F: 631.298.5534 S404 STEEL TYPICAL DETAILS S405 WOOD TYPICAL DETAILS _ - - -- - - ---- - - S406 _ _WOOD TYPICAL DETAILS ='�— �-- SEPTIC DESIGN: BRIDGEWATER S407 WOOD TYPICAL DETAILS I �J 1375 ENVIRONMENTAL S408 WOOD TYPICAL DETAILS I SO BOX 375 SOUTHAMPTON, NY 11969 -- -- ---- - -- i - _ ___ I � „F�„✓�,r�~%'""� �`l T: 631.268.4434 , S500 - STRUCTURAL DETAILS ~� i I I I { # DATE ISSUE - - ISSUE 8, 2021 D FOR BID l i Lu uj } � i Lu c' w g z � IL SEAL & SIGNATURE: ~--_ OF N Ew I y ;' AR06283� tL`' �FE S S 1 ON I NFH NORTH FORK HOUSE ' I 5050 NASSAU POINT ROAD, CUTCHOGUE,NY 11935 I i i NOV 0 1 2021 BUILDING DEPT. TOWN OF SOUTHOLD COVER SHEET PROJECT NO: P1242 / 1704 SCALE: DRAWING BY: LER! CHECKED BY: PL © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG NO: WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS s 000 PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL AND THE INSCRIPTION 'ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. �ISDFUNVWG-[S-ONLYVALIDTORCONSTRUCT10kr,-BIDDING,OR GOVERNMENT AIGENCYREVIEW-F SAID MWINGBFARS-AN ORSTAMPINGEAL-OFTHE ARCHITECT WHOSE MGNATUREAPPEAR WIRG-ISTHEPRODUCTOF SERVICE7CNDiSTHEPROPERTY-OFBTQDI0M 11 EREIN-REUSE-OFTHIS-DRAWING-FORANY PART THEREOFFORANYOTHERPRDJECT OR ALTERATION OREXTENSION OMIS-PROJECTISPROHIBMEO WITHOUT THE-WRRTENPERMISSTON-OF STUDIO GOETZARCHITECTURE PC-ANYUNAUTHORIZED REUSE-TSA-VIOLATION-OFUS.-COPYRTGHTV W.-UNAUTHORIZED ALTEFLkMNS nR]S-DRAWING-1S-KVIOLATION OF SECTION7209(2)OF THE NEW Y RK-STATE-EDUCATION LAW.---------- -- ARCHITECT: STANDARD ABBREVIATIONS FP FIREPROOFING PSL PARALLEL STRAND LUMBER STUDIO GOETZ ARCHITECTURE PC FS FAR SIDE P.T. PRESSURE TREATED 92 MORNINGSIDE AVE, #4D THE LIST OF ABBREVIATIONS GIVEN BELOW IS NOT COMPREHENSIVE;THESE FTG FOOTING PT POINT GRAPHIC SYMBOLS NEW YORK, NY 10027 ABBREVIATIONS MAY OR MAY NOT BE INCORPORATED INTO THE CONTRACT FY YIELD STRESS(STEEL) PT POST-TENSIONED(CONCRETE) T: 212.707.1105 DOCUMENTS AND ABBREVIATIONS NOT LISTED MAY BE USED. PERIODS MAY OR PVC POLYVINYL CHLORIDE MAY NOT BE SHOWN AFTER THE ABBREVIATION. GA GAGE, GAUGE I 0,0 GALV GALVANIZE(D) R RADIUS -)O()( REFERENCE ELEVATION BEAM REACTION ABBREVIATIONS ARE GIVEN USUALLY FOR THE SINGULAR CASE-FOR THE PLURAL GEN GENERAL RD ROUND GFRC GLASS FIBER REINFORCED CONCRETE REBAR REINFORCING BAR CASE,THE SAME ABBREVIATION WITHOUT ADDING THE'S' MAY BE USED. GR GRADE,GRADING REF REFERENCE STRUCTURAL ENGINEER: WHILE UPPER CASE LETTERS ARE SHOWN, EITHER UPPER CASE OR LOWER CASE REINF REINFORCE(D), REINFORCING, REINFORCEMENT +)()()( SLAB ELEVATION LERA CONSULTING STRUCTURAL ENGINEERS LETTERS MAY BE USED IN SPECIFICATIONS. H HIGH RELOC RELOCATE H HORIZONTAL(FORCE) REQD REV REQUIRED REVISE(D), REVISION Al 40 WALL STREET, FLOOR 23 NEW PORK, NY 10005 THE FOLLOWING IS LISTED ALPHABETICALLY BY ABBREVIATION. H.D. HOLD DOWN RH RIGHT HAND X T: 212.750.9000 F: 212.750.9002 HDR HEADER SX REVISION CLOUD & TRIANGLE HEX HEXAGON, HEXAGONAL S SOUTH HNGR HANGER SIB ELEVATOR SEPARATOR BEAM — — HOR, also HORIZ HORIZONTAL SC STAIR HEADER CHANNEL A/E ARCHITECT/ENGINEER HP HIGH POINT SCHED SCHEDULE(D) DETAIL CALLOUT 1 MEP ENGINEER: ACI AMERICAN CONCRETE INSTITUTE HSKP HOUSEKEEPING PAD,CONC EQUIPMENT PAD SCHEM SCHEMATIC I I 4 SLOPE SYMBOL KOLB MECHANICAL CORP. ADD'L ADDITIONAL HT HEIGHT SDL SUPERIMPOSED DEAD LOAD I I 11500 OLD SOUND AVENUE AHU AIR HANDLING UNIT HWL HIGH WATER LINE SEC SECOND MATTITUCK, NY 11952 AIA AMERICAN INSTITUTE OF ARCHITECTS HZ HERTZ SECT SECTIONL T: 631.298.5527 AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION SHT SHEET _ _ _J F: 631.298.5534 ALT ALTERNATE IBC INTERNATIONAL BUILDING CODE SIM SIMILAR SLAB & WALL OPENING ALUM ALUMINUM ID INSIDE DIAMETER SK SKETCH X ANSI AMERICAN NATIONAL STANDARDS INSTITUTE IF INSIDE FACE SLBB SHORT LEGS BACK TO BACK - DETAIL --- - -- SX. SEPTIC DESIGN: APPROX APPROXIMATE INCL INCLUDE(D), INCLUDING SLOT SLOT, SLOTTED ARCH ARCHITECT,ARCHITECTURAL INFO INFORMATION SOG SLAB ON GROUND BRIDGEWATER ENVIRONMENTAL 77 ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS INSUL INSULATION SPEC SPECIFICATION(S) PO BOX 1375 ASD ALLOWABLE STR ESS DESIGN INT INTERIOR SPX SUPPORT ANNEX,WAREHOUSE x T: 631.268.443 SECTION SOUTHA NY 11969 8.4434 ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS IRC INTERNATIONAL RESIDENTIAL CODE SQ SQUARE SX. AWS AMERICAN WELDING SOCIETY SRCJ SPECIAL ROUGHENED CONSTRUCTION JOINT STEP-LEFT STEP-RIGHT JT JOINT SS or SSTL STAINLESS STEEL B,also BOT or BOTT BOTTOM SSL SHORT-SLOTTED(BOLT HOLE) B TO B BACK TO BACK K KIP(KILOPOUND) STAG STAGGER(ED) XXX SLAB BD BOARD KG KILOGRAM STD STANDARD - ONE-WAY SLAB SPAN BET BETWEEN KN KILONEWTON STIFF STIFFENER { BEV BEVEL KO KNOCKOUT STIR STIRRUP BF BOTH FACES KPA KILOPASCAL STL STEEL BFE BASE FLOOD ELEVATION STRUCT STRUCTURAL XXX SLAB STEP-LEFT-90 STEP-RIGHT-90 BLDG BUILDING L LENGTH SYM SYMMETRY, SYMMETRICAL TWO- WAY SLAB SPAN BLK BLOCK(AS FOR STEEL BEAMS) L, also ILL LIVE LOAD BLKG BLOCKING LH LEFT HAND T TEE SECTION OR TOP BM BEAM LIN LINEAR T&G TONGUE AND GROOVE B.O. BOTTOM OF LLBB LONG LEGS BACK TO BACK(FOR ANGLES) TB TROLLEY BEAM STEP-DOWN STEP-UP BOT.or B BOTTOM LP LOW POINT TEMP TEMPERATURE BOW or BW BOTTOM OF WALL LRFD LOAD AND RESISTANCE FACTOR DESIGN TEMP TEMPORARY BRIG BEARING LSL LONG-SLOTTED(BOLT HOLE)OR LAMINATED STRAND TERR TERRAZZO BS BOTH SIDES/BRITISH STANDARD LUMBER THK THICK,THICKNESS —� MOMENT CONNECTION BSMT BASEMENT LT LIGHT THRU THROUGH BEVELED LVL LAMINATED VENEER LUMBER TOC TOP OF CONCRETE BVL COLUMN GRIDS FORCE ARROW # DATE ISSUE LW LIGHTWEIGHT TOL TOLERANCE OCT 8,0 2021 ISSUED FOR BID C CHANNELLWL LOW WATER LINE TOS TOP OF STEEL C TO C also C/C CENTER TO CENTER TOW or TW TOP OF WALL -I- BOLT SYMBOL CAM,also C CAMBER M MOMENT TS TUBE(STRUCTURAL) CANTI,also CANTI or CANT CANTILEVER M METER TYP TYPICAL CIS CENTER OF GRAVITY CHAMFER M3 CUBIC METER CIRCULAR BREAK LINE CHAM CHAMFER MACH MACHINE UL UNDERWRITER'S LABORATORY, INC. CIP CAST-IN-PLACE(CONCRETE) MANU. SPECS. MANUFACTURER'S SPECIFICATIONS ULT ULTIMATE CJP COMPLETE JOINT PENETRATION (WELD) MATL MATERIAL UON UNLESS OTHERWISE NOTED CL CENTER LINE MAX MAXIMUM LINO UNLESS NOTED OTHERWISE — V BREAK LINE CLG CEILING MC MISCELLANEOUS CHANNEL CLR CLEAR, CLEARANCE MECH MECHANIC, MECHANICAL V VERTICAL(REACTION OR FORCE) CM CONSTRUCTION MANAGER MED MEDIUM VERT VERTICAL cMU CONCRETE MASONRY UNIT MEMB MEMBER REFEREN�FERENCE� ELEVATION o o F— VIF or V.I.F. VERIFY IN FIELD COL COLUMN MEZZ MEZZANINE J ELEVATIONELEVATION I WELD SYMBOL Z CONC CONCRETE MFR MANUFACTURE, MANUFACTURER W WEST 0 0 W CONN CONNECT, CONNECTION MH MANHOLE NI WIDE CONSTR CONSTRUCT,CONSTRUCTION MHHW MEAN HIGHER HIGH WATER W WIDE FLANGE CONSTR JT CONSTRUCTION JOINT MHT MEAN HIGH TIDE W WIDTH —®— COLUMN-ABOVE CENTERLINE (D CONT CONTINUOUS, CONTINUE MIN MINIMUM W,also WL WIND LOAD J CORP CORPORATION MISC MISCELLANEOUS W/ WITH LL1 CRSI CTR CONCRETE REINFORCING STEEL INSTITUTE CENTER MK MARK NI/O OUT �- COLUMN-BELOW CTR CENTER MLLW MEAN LOWER LOW WATER WASH WASHER LU CTRL JT,also CONTROL CONTROL JOINT MLT MEAN LOW TIDE WD WOOD JT MLW MEAN LOW WATER NIP WORK POINT,WORKING POINT z cU CUBIC MM MILLIMETER WT WEIGHT W (D MMz SQUARE MILLIMETER NIWF WELDED WIRE FABRIC HATCH PATTERNS L I N ETYP E S w D DEEP, DEPTH MPA MEGAPASCAL D,also DL DEAD LOAD MSL MEAN SEA LEVEL XS EXTRA STRONG(PIPE) DB also db or dB NOMINAL DIAMETER OF REINFORCING BAR XXS DOUBLE EXTRA STRONG (PIPE) Z I DBL DOUBLE N NEWTON ___ U o DEFL DEFLECT(ION) N NORTH Z ZEE F7 ---------------------- S-COL-BELW o DEG DEGREE NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 j/ Q IL DEMO DEMOLITION, DEMOLISH N-S NORTH-SOUTH cm OR CM CENTIMETERS DEMO SOLID WOOD 1 S-COL-MIDD-STRP _ SEAL & SIGNATURE: DET DETAIL NEG NEGATIVE kN OR KN KILONEWTONS BLACK ------------------------- S-JNTS-CNTJ DFE DESIGN FLOOD ELEVATION NF NEAR FACE kPa OR KPA KILOPASCALS DIA DIAMETER NIC NOT IN CONTRACT m OR M METERS — — — — DIAG DIAGONAL NO NUMBER mm OR MM MILLIMETERS \� S-JNTS-CTJ �� OF N� y DIAPH DIAPHRAGM NOB NEW OFFICE BUILDING MPa OR MPA MEGAPASCALS ��� EARTH 45 STEEL I WOOD 2 S-JNTS-EXPJ �P E� A, DIM DIMENSION NOM NOMINAL N NEWTONS , \� I �� oP sal DN DOWN NR NOT REDUCIBLE(LIVE LOAD) s SECONDS S-LINE-BEAM-STEL DO DITTO NS NEAR SIDE S-LINE-BEAM-STEL-E DWG DRAWING NTS NOT TO SCALE & AND _ W NW NORMAL WEIGHT(CONCRETE) L ANGLE zf E EAST NYS BC NEW YORK STATE BUILDING CODE @ AT GRAVEL I — —f S-LINE-BRACING OA 062g3.1 4C' E MODULUS OF ELASTICITY @X AT X(LENGTH UNIT)ON CENTER GRAVEL-E ( STEEL OPP , WOOD 3 S-LINE-BRACING-E ROPE skoNA E-W EAST-WEST O TO O OUT TO OUT [ CHANNEL EA EACH OC ON CENTER(S) ][ 2 CHANNELS S"LINE-GRID EF EACH FACE OCT OCTAGON,OCTAGONAL ° ', " DEGREE, MINUTE,SECOND — EL or ELEV ELEVATION OD OUTSIDE DIAMETER # NUMBER — — S-LINE-REF N F H ELEC ELECTRIC, ELECTRICAL OF OUTSIDE FACE 1 PERPENDICULAR GRAVEL SMALL +/-or PLUS OR MINUS STEEL-E WOOD 4 S-LINE-TRUSS ELEV ELEVATOR OPG OPENING GRAVEL SMALL-E I , I NORTH FORK HOUSE EQ EQUAL OPP OPPOSITE 0 ROUND OR DIAMETER _ _ _J S-LINE-TRUSS-E EQUIP EQUIPMENT OPP H OPPOSITE HAND 2 ANGLES,SHORT LEGS BACK TO BACK EQUIV EQUIVALENT OSL OUTSTANDING LEG 2 ANGLES, LONG LEGS BACK TO BACK — _ — T 5050 NASSAU POINT ROAD, S-LINE-WATERPROOFING curcHOGUE,NY 11935 ESC ESCALATOR OVS OVERSIZE(ROUND BOLT HOLE) ❑ SQUARE S-SLAB-EDGE EW EACH WAY 4P INFORMATION TO BE PROVIDED BY OTHERS EXIST EXISTING PC PIECE (ARCHITECT, MEP,MANUFACTURER, ETC) GROUT I I STEE OPP-E f_ __ _i WOOD 5 EXP JT or EJ EXPANSION JOINT PC MK PIECE MARK GROUT-E EXT EXTERIOR PERM PERMANENT PERP PERPENDICULAR F, also FIN FINISH PKG PARKING, PARKING STRUCTURE f FINISH TO BEAR(STEEL) PL PLATE FF FAR FACE or FINISHED FLOOR PLYWD PLYWOOD CONC MASONRY UNIT STRUCTURAL SYMBOLS AND FFE FINISHED FLOOR ELEVATION PP PARTIAL PENETRATION WELD CONC MASONRY UNIT-E ABBREVIATIONS FIG FIGURE PRCST PRECAST(CONCRETE) _ _ _ _ PROJECT N0: P1242 / 1704 FIN FL or FF FINISH FLOOR PREFAB PREFABRICATE(D) ___ __ _SCALE: As woicnTto FIN GR FINISH GRADE PRELIM PRELIMINARY DRAWING BY: LER F.J. FLOOR JOISTS PROV PROVIDE, PROVISION CHECKED BY: P' -------------------------- - FL also FLR FLOOR, (FLOOR LINE PS PRESTRESSED) © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG NO: FND FOUNDATION PSF POUNDS PER SQUARE FOOT WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS S001 PSI POUNDS PER SQUARE INCH PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL AND THE INSCRIPTION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. S-DRAWNGIS ONLY VALID FOR-CONSTRUCTVI,-BMDING;OR-GOVERNMENTAGENCY REVIEWIFSM-DRAWING-BEAR FTHE-ARCHTECTWHOSESIGNATURE-AP DRAWKMSTHEPROIDUCTDF SERVICEANDI THE PROPERTY OF BTUDf�GO Iz, utRTHE PR07ECTNOTED HEREN.—IR E-OF TFIIS DRAWING FOR ANYPARTTHEREOFFOR-ANYOTHE ?A]ION OREXTERSTOiTOF THIS PRZSJECTIS PROH[BiTED VMO IUISMN OF-STU UG=AITCHITECTURE PC.—ANY ONAUTHORRED-REUSE-(-A 7DDMON OF-US CCOPYRTGHTDiV-UNAUTHORRED ACTERATfO EOTION720S(2)_0F THE NEWY RK STATE EDUCATION LAW. - STRUCTURAL NOTES: ARCHITECT: PART I. GENERAL B. SITE CONDITIONS (CONT'D) PART II. STRUCTURAL STEEL (CONT'D) F. CLEANING, PAINTING, AND GALVANIZING (CONT'D) STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #4D NEW YORK, NY 10027 A. CODES AND STANDARDS 13. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT C. HIGH-STRENGTH BOLTING 2. ZINC-RICH FIELD TOUCH-UP SHALL BE APPLIED TO ENDS OF HIGH STRENGTH T: 212.707.1105 NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING OF BOLTS AFTER TENSIONING AND TO ALL POINTS OF DAMAGE ON STEEL 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO 1. BOLTING WITH ASTM A325 BOLTS SHALL CONFORM TO APPLICABLE PROVISIONS MEMBERS AND FASTENERS, INCLUDING AREAS RECEIVING WELD AFTER 2020 INTERNATIONAL RESIDENTIAL CODE (IRC) OF NEW YORK STATE, BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, OF THE AISC SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325. COATING. NEW YORK STATE BUILDING CODE (NYSBC OR BC) HEREINAFTER APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE STRUCTURAL ALL A325 HIGH-STRENGTH BOLTS SHALL BE MECHANICALLY GALVANIZED IN REFERRED TO AS BUILDING CODE, MOST RECENT EDITION, AND DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN ACCORDANCE WITH ASTM F1852. A490 BOLTS SHALL NOT BE GALVANIZED. 3. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL TO THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING AUTHORIZATION OF THE STRUTURAL ENGINEER. PAINTING REQUIREMENTS. STRUCTURAL ENGINEER: JURISDICTION. 2. BOLT TENSIONING: ASTM A325 BOLTS SHALL BE INSTALLED USING TENSION LERA CONSULTING STRUCTURAL ENGINEERS 14. CONTRACTOR SHALL REMOVE AND RELOCATE AS REQUIRED ALL EXISTING WORK CONTROLLED FASTENERS WITH SPLINED TWIST-OFF NUBS (TCF) OR LOAD G. EMBEDDED WORK 40 WALL STREET, FLOOR 23 2. WHERE MORE STRINGENT, THE FOLLOWING CODES, STANDARDS WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANOR. INDICATING WASHERS IN ACCORD WITH AISC SPECIFICATION REQUIREMENTS, NEW YORK, NY 10005 T: 212.750.9000 AND SPECIFICATIONS, LATEST EDITIONS AND REVISION, SHALL WITH ASTM F1852 AND WITH APPLICABLE PRINTED INSTRUCTIONS AND 1. PROPOSED OPENINGS OR RECESSES IN THE STRUCTURE WHICH ARE F: 212.750.9002 APPLY TO THE WORK, ALL AS MODIFIED HEREIN OR BY BUILDING 15. ALL MATERIALS ARE TO BE INSTALLED AS PER THE MANUFACTURERS WRITTEN RECOMMENDATIONS PROVIDED BY THE FASTENER MANUFACTURER AND NOT SHOWN IN THE,STRUCTURAL DRAWINGS, EITHER DIRECTLY OR CODE: SPECIFICATIONS, UNLESS NOTED OTHERWISE. TENSIONING SYSTEM SUPPLIER. CONFIRM THAT BOLTS ARE PROPERLY BY TYPICAL DETAIL, SHALL BE SUBMITTED FOR REVIEW. LUBRICATED PRIOR TO TENSIONING. USE ZINC RICH PAINT TO TOUCH-UP A) ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL C. SHOP DRAWINGS AND SUBMITTALS END OF BOLT. 2. HORIZONTAL CONDUITS ARE NOT PERMITTED IN SLABS UNLESS MEP ENGINEER: CONCRETE, BY THE AMERICAN CONCRETE INSTITUTE. SPECIFICALLY ACCEPTED BY STRUCTURAL ENGINEER. ALUMINUM KOLB MECHANICAL CORP. 1. SHOP DRAWINGS ARE INTENDED TO DEMONSTRATE THE WAY 3. HIGH TENSILE BOLTS, NUTS AND WASHERS SHALL CONFORM TO THE CONDUIT IS PROHIBITED IN CONCRETE. 11500 OLD SOUND AVENUE B) ACI 332-14 RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL THAT THE CONTRACTOR INTENDS TO CONFORM TO THE REQUIREMENTS APPLICABLE ASTM SPECIFICATION AS FOLLOWS: MATTITUCK, NY 11952 i CONCRETE, BY THE AMERICAN CONCRETE INSTITUTE. PROVIDED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE 3. PROVIDE NELSON HEADED ANCHORS (STUDS) 3/4" DIAMETER, NELSON T: 631.298.5527 RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHERWISE BOLTS: ASTM A325, TYPE 1 THREADED (INTERNALLY OR EXTERNAL) STUDS AT DIAMETER INDICATED F: 631.298.5534 C) ACI 315 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT, SPECIFIED. ALL DIMENSIONS AND CONDITIONS PERTAINING ARE TO BE FIELD ANCHOR RODS: ASTM F1554-36 (GRADE 55 ACCEPTABLE ALTERNATE) ON PLANS WHERE NOTED. HEADED STUDS SHALL BE AWS TYPE B BY THE AMERICAN CONCRETE INSTITUTE. VERIFIED. NUTS: ASTM A563, DH OR ASTM Al94, 2H CONFORMING TO ASTM A29 WITH Fu = 65 KSI MINIMUM OR APPROVED WASHERS: ASTM F436 EQUAL. SEPTIC DESIGN: D) AMERICAN INSTITUE OF STEEL CONSTRUCTION (AISC) 2. ONLY SHOP DRAWINGS MARKED "NO EXCEPTIONS TAKEN" OR "MAKE BRIDGEWATER ENVIRONMENTAL SPECIFICATION FOR STEEL BUILDINGS (AISC 360-10). CORRECTIONS NOTED - RESUBMISSION NOT REQUIRED" MAY BE USED BY A) BOLTS, NUTS AND WASHERS SHALL BE MANUFACTURED BY A MEMBER 4. DEFORMED BAR ANCHORS SHALL CONFORM TO ASTM Al064-18 WITH PO BOX 1375 THE CONTRACTOR IN THE WORK. SHOP DRAWINGS MARKED "MAKE OF THE INDUSTRIAL FASTENERS INSTITUTE. MIN Fu = 80 KSI AND AWS TYPE C. SOUTHAMPTON, NY 11969 E) AMERICAN WE=LDING SOCIETY (AWS) STRUCTURAL WELDING CORRECTIONS NOTED - RESUBMIT" SHALL BE CORRECTED AND/OR T: 631.268.1,434 CODE (ANSI / AWS D1.1). COMPLETED AS REQUIRED AND SHALL BE RESUBMITTED. 4. BOLTING REQUIREMENTS: PART III. SHORING AND DEMOLITION F) 2018 NATIONAL DESIGN SPECIFICATION FOR WOOD 3. SHOP DRAWINGS SHALL INCLUDE PLANS, ELEVATIONS, SECTIONS AND A) WASHERS: A HARDENED WASHER SHALL BE INSTALLED ADJACENT TO THE A. PROVIDE AND PLACE BRACING AND SHORING AS NEEDED. SUPPORT STRUCTURE --- ------- - CONSTRUCTION(NDS), BY AMERICAN WOOD COUNCIL. COMPLETE DETAILS TO DESCRIBE CLEARLY, AT AN AMPLE SCALE, THE WORK BEARING FACE OF THE TURNED ELEMENT (NUT OR BOLT HEAD) OF EACH TO REMAIN AS NECESSARY TO PREVENT DAMAGE OR UNACCEPTABLE TO BE PROVIDED. SHOP DRAWINGS SHALL BE ACCURATELY DIMENSIONED A325 BOLT ASSEMBLY. DEFLECTION OF THE EXISTING STRUCTURE AND NEWLY CONSTRUCTED WORK. G) 2018 WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO- AND SHALL BE NOTATED CLEARLY. KEEP ALL BRACING AND SHORING IN PLACE DURING NEW STRUCTURAL STEEL, FAMILY DWELLINGS (WFCM), BY AMERICAN WOOD COUNCIL. B) SILL PLATE ANCHOR RODS: PROVIDE 5/8"0 F1554-36 ANCHOR RODS @ 30" WOOD, AND CONCRETE CONSTRUCTION AND UNTIL NEW CONCRETE D. SURVEYS O.C. WITH 3" x 3" x >_ 0.229" MIN STEEL PLATE WASHERS WITH DIAGONAL ACHIEVES 80 PERCENT OF DESIGN STRENGTH. F) BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES SLOTTED HOLES WITH MIN. 8" EMBEDMENT INTO CONCRETE FOUNDATION. (ACI 530-16/ASCE 5-16/TMS 402-16) AND THE SPECIFICATION FOR 1. CONTRACTOR SHALL ORGANIZE SURVEYING PROCEDURES AND RECORDS ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY WHERE EXISTING STRUCTURE NEED TO BE WELDED TO, OR EXISTING MASONRY STRUCTURES (ACI 530.1-16/ASCE 6-16/TMS 602-16) TO DEMONSTRATE THE DEGREE OF CONFORMANCE OF THE WORK HOLD-DOWNS FOR SHEAR WALLS. ANCHORS SHALL BE BETWEEN 6" LOAD-BEARING SUPPORT IS TO BE REMOVED, SHORE STRUCTURE PRIOR TO TOLERANCES APPLICABLE TO PLUMB, LEVEL, HORIZONTAL AND 12" FROM ENDS AND CORNERS (TWO @ CORNERS) SEE TYP DETAILS. TO WELDING OR REMOVAL OF THE EXISTING SUPPORT FOR THE FULL. LOAD 2. REFERENCE DOCUMENTS ALIGNMENT AND ALLOWABLE DISPLACEMENT FROM THEORETICAL COORDINATE WITH HOLD-DOWN LOCATIONS. SEE SHEAR WALL SCHED. PRESENT AT THE TIME OF WELDING OR SUPPORT DEMOLITION. ELEVATION. A. SURVEY OF PROPERTY AT CUTCHOGUE TOWN OF SOUTHOLD C) SLOTTED OR OVERSIZED HOLES, WHERE ACCEPTED, AND WHERE ON AN BRACING AND SHORING, INCLUDING FOUNDATIONS AND CONNECTIONS TO SUFFOLK COUNTY, N.Y. 1000-111-08-14, BY PECONIC SURVEYORS, P.C., 2. ESTABLISH PERMANENT BENCH MARKS. OUTSIDE PLY, SHALL BE COVERED COMPLETELY BY 5/16 INCH HARDENED EXISTING STRUCTURE WITH STIFFENER PLATES AS MAY BE REQUIRED, FILE/SHEET NO. 20-025, DATED JUNE 24, 2020. WASHERS; ALTERNATIVELY, EITHER PLATE WASHERS OR CONTINUOUS SHALL BE DESIGNED BY CONTRACTOR'S PROFESSIONAL ENGINEER 3. ASSURE THAT ELEVATIONS OF BEARING SURFACES, AND LOCATIONS OF BARS OF AT LEAST 3/8 INCH THICKNESS AND MINIUM YIELD POINT OF LICENCED IN NEW YORK STATE. PROCEDURES, DRAWINGS AND ANCHOR DEVICES ARE CHECKED BY ACCURATE SURVEYING BEFORE FY = 50 KSI MAY BE USED. HOLES INPLATE WASHERS OR BARS SHALL CALCULATIONS SHALL BE SIGNED AND SEALED BY CONTRACTOR'S # DATE ISSUE B. SITE CONDITIONS WORK PROCEEDS. BE STANDARD SIZE. REGULAR HARDENED WASHERS ARE REQUIRED ENGINEER AND SUBMITTED FOR REVIEW AND APPROVAL. OCT 8, 2021 ISSUED FOR BID 1. IT IS INTENDED THAT ALL MEMBERS BE FABRICATED AND ERECTED FREE IN ADDITION TO PLATE WASHERS OR BARS. PART II. STRUCTURAL STEEL SUPPORT OF EXCAVATION, UNDERPINNING, AND TEMPORARY TRENCH OF SHOP AND FIELD SPLICES WHICH ARE NOT SPECIFICALLY SHOWN IN THE D) RETIGHTENING: BOLTS, ONCE COMPLETELY OR PARTIALLY TORQUED, EXCAVATION DESIGN, BRACING AND SHORING, AS MAY BE REQUIRED, DRAWINGS. IF FIELD CONDITIONS NECESSITATE FIELD SPLICING OF A. SHOP DRAWINGS AND SUBMITTALS. SHALL NOT BE REUSED. SHALL BE DESIGNED BY THE CONTRACTOR'S PROFESSIONAL ENGINEER MEMBERS, SUBMIT TO STRUCTURAL ENGINEER SPLICE LOCATIONS FOR AS NOTED ABOVE. ACCEPTANCE. 1. STRUCTURAL STEEL ERECTION DRAWINGS SHALL SHOW CLEARLY 5. BOLT HOLES: PROVIDE HOLES NOT MORE THAN 1/16 INCH LARGER THAN THE THE SIZE, GRADE AND LOCATION OF EACH MEMBER. SHOW EACH FIELD CONNECTOR DIAMETER UNLESS OVERSIZE OR SLOTTED HOLES ARE SHOWN B. REMOVE ALL DEMOLISHED MATERIAL PROMPTLY FROM THE SITE. 2. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR THE CORRECTNESS OF DIMENSIONS CONNECTION COMPLETE WITH DATA AND DETAILS NECESSARY FOR OR Nr)TED IN THE DRAWINGS OR SPECIFICALLY ACCEPTED. - AND QUANTITIES AND FOR THE FITTING OF OTHER WORK; FOR WORK TO BE ASSEMBLING THE STRUCTURE. C. ERECT AND MAINTAIN DUSTPROOF BARRIERS TO PREVENT SPREAD OF DUST CONFIRMED AND CORRELATED AT THE SITE; FOR INFORMATION PERTAINING D. FABRICATION OR FUMES. PROVIDE MEANS FOR EFFECTIVE DUST CONTROL. REMOVE TO THE FABRICATION PROCEDURE OR TO THE MEANS, METHODS, TECHNIQUES, 2. SYMBOLS: WELDS AND NONDESTRUCTIVE TESTS SHALL BE INDICATED BARRIERS UPON COMPLETION. SEQUENCES AND PROCEDURES OF CONSTRUCTION; AND FOR THE COORDINATION OF THE WORK SHOWN IN THE STRUCTURAL DRAWINGS AND BY USING THE SYMBOLS CONFORMING TO AWS A2.4, STANDARD 1. BEAM OPENINGS: BEAM OPENINGS NOT SHOWN IN THE STRUCTURAL ~ SYMBOLS FOR WELDING, BRAZING, AND NONDESTRUCTIVE EXAMINATION. DRAWINGS SHALL BE PROVIDED ONLY WHERE ACCEPTED STRUCTURALLY. D. SAWCUT AND REMOVE CONCRETE TO TRUE SMOOTH LINES TO THE EXTENT z SPECIFICATIONS WITH THE WORK OF ALL OTHER TRADES. LLJ SHOWN IN THE DRAAINGS AFTER INSTALLATION OF ALL ADDED BEAMS, � 3. DETAIL IN ACCORD WITH AND TO ACCOMODATE CONTRACTOR'S FIELD 2. DRAINAGE HOLES: PROVIDE HOLLOW TUBULAR, BOX AND OTHER MEMBERS AND REINFORCEMENTS, WITHOUT DAMAGE TO EXISTING REINFORCING 3. DO NOT SCALE DRAWINGS. MEASUREMENTS OF SUPPORTING AND ADJOINING CONSTRUCTION. WITH EFFECTIVE DRAINAGE HOLES EXCEPT WHERE MEMBERS ARE SEALED STEEL OR STRUCTURE DESIGNATED TO REMAIN. JOINTS BETWEEN EXISTING O DO NOT FABRICATE BEFORE ACCEPTED SHOP DRAWINGS HAVE BEEN ' TIGHT AT CONTRACTOR'S OPTION OR IN ACCORD WITH NOTES AND DETAILS CONCRETE AND NEW CONCRETE SHALL BE LEFT CLEAN, ROUGH AND J 4. LAY OUT EACH PART OF THE WORK IN STRICT ACCORDANCE WITH THE RETURNED TO CONTRACTOR. INCLUDED IN THE DRAWINGS. ESSENTIALLY VERTICAL. ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND ALL OTHER DRAWINGS AND BE RESPONSIBLE FOR CORRECT LOCATION OF SAME. 4. INDICATE CLEARLY THE GRADE, SIZE AND NUMBER OF BOLTS AND THE 3. GRINDING: SHARP CORNERS, PROJECTIONS, AND SIMILAR ROUGH OR SHARP E. CAST NEW CONCRETE AS REQUIRED TO REPAIR CONCRETE SLAB, FOOTINGS, LLJ 5. HOLES SHALL N07F BE CUT OR DRILLED INTO EXISTING OR NEW STRUCTURAL SIZE OF EACH HOLE, WHETHER SLOTTED OR ROUND. SURFACES OR EDGES SHALL BE EASED AND SMOOTHED BY GRINDING SO BEAM AND COLUMN ENCASEMENTS, WALLS AND THE LIKE THAT WERE AS TO PROVIDE NOTCH-FREE SURFACES. DAMAGED OR REMOVED IN THE EXECUTION OF THIS CONTRACT TO THE z MEMBERS WITHOUT PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 5. REVIEW OF SHOP DRAWINGS WILL INCLUDE THE FOLLOWING: SATISFACTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. SEQUENCE: DESCRIPTIONS OF LIMITATIONS ON CONSTRUCTION 4. CAMBER WHERE REQUIRED IS INDICATED BY "C = #" IN PLANS, WHERE "#" � 6. CONSTRUCTIONQ LLl SEQUENCE ARE INTENDED TO ASSIST CONTRACTOR IN COORDINATING THE A) MEMBER SIZE, GRADE, SPACING, AND ELEVATION. INDICATES ORDINATE, IN INCHES. PART IV. CONTRACTOR'S ENGINEER z 0 I, WORK OF THE PROJECT. DESCRIPTIONS DO NOT DESCRIBE FULLY THE g) STRUCTURAL INTEGRITY OF CONNECTIONS. A. CONTRACTOR SHALL RETAIN A PROFESSIONAL ENGINEER LICENSED INU LIMITATIONS GIVEN, DO NOT DESCRIBE ALL LIMITATIONS, NOR DO THEY PRECLUDE CONSTRUCTION SEQUENCES NOT CONTEMPLATED HEREIN. E. ERE 0 WHETHER OR NOT CONTRACTOR FOLLOWS THE LIMITATIONS ON 0-;CTION NEW YORK STATE TO OVERSEE AND PREPARE CONTRACTOR'S DEMOLITION � ' C) PENETRATIONS, INCLUDING SIZE, AND LOCATION. AND CONSTRUCTION SEQUENCE AND PREPRATION OF DEMOLITION SUBMITTAL 0- CONSTRUCTION EQUENCE DESCRIBED HERE AND UNTIL SUCH TIME AS THE 1. BEARINGSEAL PLATES: FURNISH AND PLACE BEARING PLATES ACCURATELY. PLANS TO BE SUBMIT TO NY DOB FOR DS-1 PERMIT. THE DS-1 INITIAL PERMIT _ _- __SIGNATURE. ___ �i � & URE: � STRUCTURAL WORK IS COMPLETED, 6. STRUCTURAL STEEL FURNISHED FOR EACH LOCATION SHALL PROVIDE SECURELY SHIM, LEVEL AND ALIGN. BE RESPONSIBLE FOR MAINTAINING SHALL BE REVISED AND SUPERCEDED WITH CONTRACTORS PREPARED CONTRACTOR REMAINS FULLY THE MINIMUM YIELD POINT GIVEN IN THE DRAWINGS AND SHALL CONFORM STEEL IN PROPER POSITION THROUGH COMPLETION OF GROUTING AND DEMOLITION SUBMITTAL DRAWINGS FOR THIS PROJECT. RESPONSIBLE FOR BOTH THE STABILITY AND THE SAFETY OF THE WORK; TO THE APPLICABLE ASTM STEEL SPECIFICATION. UNLESS OTHERWISE UNTIL GROUT HAS ACHIEVED FULL STRENGTH. ADHERENCE TO THE LIMITATIONS DESCRIBED HEREIN DOES NOT RELIEVE pF NE NOTED, USE THE FOLLOWING: B. CONTRACTORS PROFESSIONAL ENGINEER SHALL DESIGN ALL TEMPORARYE �'Y CONTRACTOR FROM THAT RESPONSIBILITY. P� A. O 2. GUYING AND BRACING: DURING CONSTRUCTION TO MAINTAIN CORRECT BRACING, TEMPORARY FOUNDATIONS, SHORING, BRACED TRENCHES .AND co � SFs �'f 7. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHALL BE ASTM MINIMUM ALIGNMENT, PROVIDE TEMPORARY GUYING, BRACING AND CONNECTING THE LIKE. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS Q " , MEMBERS WHERE NEEDED. SIGNED AND SEALED BY CONTRACTOR'S PROFESSIONAL ENGINEER FOR ��. ; � ,41y , CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. SHAPE STANDARD FY (KSI) TEMPORARY WORK. 3. ERECTION AIDS AND DEVICES ARE NOT SHOWN HEREIN. THE DETAILING OF UX c� 8. THE STRUCTURAL. ENGINEER IS NOT RETAINED FOR SUPERVISION OF THE WORK AND WIDE FLANGES, TEES A572, GRADE 50 �a °s 2 s 31 IS RESPONSIBLE OR DESIGN INTENT ONLY. 50 THESE DEVICES IS THE RESPONSIBILITY OF THE CONTRACTOR. C. CONTRACTORS PROFESSIONAL ENGINEER SHALL PROVIDE CONSTRUCTION ARG AND CHANNELS A992, GRADE 50 PHASE OVERSIGHT OF THEIR WORK INCLUDING CONTROLLED INSPECTIONS F�ssti© 9. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS BUILT-UP SHAPES A572, GRADE 50 _ _ 50 THAT MAY BE REQUIRED OF THE BUILDING CODE. APPROVED BY THE STRUCTURAL ENGINEER. TUBES (RECTANGULAR) A500, GRADE B _ 46 F. CLEANING, PAINTING, AND GALVANIZING --- ------ PART V. SUBGRADE PREPARATION ANGLES A36 36 1. UNLESS OTHERWISE NOTED, STEEL WORK SHALL BE CLEANED AND PAINTED NFH 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, PIPES (ALTERNATE) A53, TYPE E OR S GR. B 35 WITH ZINC-RICH PRIMER FOR CORROSION PROTECTION AS PROVIDED HEREIN. A. FOLLOWING EXCAVATION (SEE SUGGESTED CONSTRUCTION SEQUENCE) CERTIFICATES OF OCCUPANCY OR COMPLETION. - CONNECTION PLAN A572, GRADE 50 50 BASIC WORK SHALL BE DONE IN THE SHOP, WITH FIELD TOUCH-UP, ONLY, TO THEORETICAL SUBGRADE BEARING ELEVATION FOR FOOTINGS NORTH FORK HOUSE 11. THE CONTRACTOR SHALL CARRY WORKMAN S COMPENSATION AND GENERAL LIABILITY DOLE IN THE FIELD. AND SLABS ON GROUND CONTRACTOR SHALL REMOVE AND PROPERLY 5050 NASSAU POINT ROAD, WHERE NOTED OTHERWISE, PROVIDE THE INDICATED MINIMUM YIELD DISPOSE OF OFF-SITE ALL DELETERIOUS MATERIALS (WOOD, ORGANICS, CUTCHOGUE,NY 11935 INSURANCE. ALL INSURANCE SHALL COMPLY WITH STATE AND LOCAL CODES AND STRESS (FOR EXAMPLE, "FY 36" MEANS A YIELD STRESS OF 36 KSI). A) ZINC-RICH SHOP PRIMER: OR OTHER SOFT OR DECAYING MATERIALS) VISIBLE IN THE SUBGRADEORDINANCES. AND FILL SUCH RESULTING VOIDS WITH COMPACTED GRANULAR FILL - -- - ----- 12. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND B. WELDING 1) CARBOZINC 11 HS OR CARBOZINC 859, BY CARBOLINE INC. TO DESIGN GRADE. CONTRACTOR NOTIFY ARCHITECT WHERE MORE THAN A DE-MINUS AMOUNT OF DELETERIOUS MATERIALS ARE ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING 1. WELDING MATERIALS SHALL CONFORM TO AWS A5.1, A5.5, A5.17, A5.18, A5.20 2) TNEME-ZINC 90-96 OR TNEME-ZINC 90-97, BY TNEMIC COMPANY INC. OBSERVED. OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT AND A5.23 AND SHALL BE E7018, EXCEPT WHERE OTHER WELDING MATERIAL ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE C ATTRIBUTABLE TO BODILY OR MATERIAL COMBINATIONS AND RELATED WELDING PROCESSES ARE 3) OTHER WHERE ACCEPTED B. PLACEMENT OF FILL: IN THOSE AREA REQUIRING FILL, CONTRACTOR j ACCEPTED INJURY, SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF . SHALL PLACE GRANULAR FILL (SAND OR 3/4 SIZED GRAVEL) WITH NO TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE B) ZINC-RICH FIELD TOUCH-UP: MORE THAN 10% FINES) IN MAXIMUM LIFTS OF 9 IN. AND COMPACT GENERAL NOTES RESULTING THEREFROM). (B) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT 2. PREHEAT: WELDING SHALL BE PERFORMED ON MATERIAL PREHEATED TO A WITH 10 TON VIBRATORY ROLLER OR JUMPING-JACK HAND COMPACTOR PROJECT NO: P1242 / 1704 OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR TEMPERATURE ABOVE THE DEWPOINT, REGARDLESS OF OTHER PREHEATING 1) CARBOZINC 895, BY CARBOLINE INC. TO AT LEAST 95 PERCENT MODIFIED PROCTOR (ASTM D-1557). SCALE: INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE WHOSE ACTS ANY OF THEM REQUIREMENTS. PREHEAT FOR WELDING SHALL BE SOAKED PREHEAT AND DRAWING BY: LER SHALL BE VERIFIED BY HEAT SENSITIVE CRAYONS (TEMPILSTIK) OR OTHER 2 TNEME-ZINC 90-97, BY TNEMIC COMPANY INC. CHECKED BY: P' MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A PARTY ACCEPTED MEANS. ) © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG No: INDEMNIFIED HEREUNDER. 3) OTHER WHERE ACCEPTED WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS S002 PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL AND THE INSCRIPTION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. TflIS-DRAWIF7GT5 ONLYVALI6FOR CONSTRUCTION;BIDdIN�-OR GOVERNtaENTAGERCYREVIEWIFSAID DRAWIFIGSE192S-ANOR FTHE BEACbFTHE ARCHITECT WHOSE SIGNATURE APPEARS-REREON:-TflI"RAWING7STHEPRODUCT OFSERVICFAN6IS THE-PROPERTY OF STUDIO�OETZ7IAC SED-DFICYFORTNE PROJECTNOTED-REREiN:-REUSFOFTHIS DRAWING FO,RANY PARTTHEREOFFOR ANY YOTHERpR6JECTaR ALTERATION70R ERTENSTONOFTNfS-PRCYJECTiSPROflf87TE6WITfiOUTTHEWR D10-G0ETtARCHITECTOREFC�-ANY ONAUTHORiZE6 REUSEIS AT/fOLATION OFUS.-COPYRIGHT LAW:UNAUTHORIZED ALTERATIONS-TO-THIS DRAWING IS-AVIOCATION OF-SEC'TION7fOJ�2J OFTHENEWY RK STATE EDUCATION LAW. - ----- -- -- ---- STRUCTURAL NOTES: ARCHITECT: STUDIO GOETZ ARCHITECTURE PC PART VI. REINFORCED CONCRETE PART VI. REINFORCED CONCRETE (CONT'D) PART VI. REINFORCED CONCRETE (CONT'D) PART VI. REINFORCED CONCRETE (CONT'D) 92 MORNINGSIDE AVE, #41) NEW YORK, NY 10027 T: 212.707.1105 A. TOLERANCES D. REINFORCEMENT D. REINFORCEMENT (CONT'D) E. FOUNDATION CONCRETE (CONT'D) 1. ALLOWABLE TOLERANCES: 1. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO 17. TENSION DEVELOPMENT LENGTHS AND SPLICE LENGTHS: 11. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUNDATION ASTM A615 (GRADE 60) UNLESS OTHERWISE NOTED. FROM FOOTING TO 2" ABOVE FINISHED GRADE. SEE ARCH DWGS FOR DRAINAGE A) VARIATIONS FROM PLUMB: REINFORCING BAR DEVELOPMENT LENGTHS, AS COMPUTED IN AND WATERPROOFING MEMBRANES NOT SHOWN.2. DEFORMED STEEL REINFORCING BAR SIZES, NOMINAL BAR DIAMETERS, ACCORDANCE WITH ACI 318-14, FORM THE BASIS FOR THE BAR EMBEDMENT ------ - --sTRucTURAL-----ENGINEER- -:-------- - 1) LINES AND SURFACES OF WALLS, CORNERS AND AND NOMINAL STEEL SECTIONAL AREAS SHALL BE IN ACCORDANCE WITH LENGTHS AND BAR SPLIE LENGTHS SHOWN IN THE DRAWINGS. FOR 12. CONCRETE OR MASONRY WORK SHALL NOT BE PERFORMED IN TEMPERATURES LERA CONSULTING STRUCTURAL ENGINEERS THE LIKE: ACI 318. CONVENIENT REFERENCE, TABLES OF DEVELOPMENT LENGTHS IN <_ 40OF AND FALLING, UNLESS APPROVED BY STRUCTURAL ENGINEER. NO 40 WALL STREET, FLOOR 23 TENSION, LID, ARE GIVEN HERE. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. NEW YORK, NY 10005 1/4 INCH PER 10 FEET 3. WELDED WIRE FABRIC OR MESH WWF SHALL CONFORM TO ASTM A497 T: 212.750.9000 (DEFORMED WIRE) FOR SIZES D4(0 AND LARGER, AND TO ASTM A185 THE TABLES FOR LID ARE DIVIDED INTO CATEGORIES: CATEGORIES 1 AND 2, 13. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS. F: 212.750.9002 B) LEVEL ALIGNMENT: (PLAIN WIRE) FOR SIZES LESS THAN W4.0. WHICH DEPEND ON THE TYPE OF STRUCTURAL ELEMENT, CONCRETE COVER AND THE CENTER-TO-CENTER SPACING OF THE BARS, ARE DEFINED AS: 14. PROVIDE HYDROPHILLIC, SWELLABLE STIP WATERSTOP JOINT WATERPROOFING 1) ELEVATION OF TOP OF SLAB-ON-GROUND, 3/4 INCH. 4. DETAILING OF REINFORCING STEEL SHALL CONFORM TO ACI DETAILING SEALANT SUCH AS SIKASWELL A, SIKA SWELLSTOP AT ALL VERTICAL 2. ELEVATION OF TOP OF STRUCTURAL WALLS, 3/8 INCH. MANUAL, BY THE AMERICAN CONCRETE INSTITUTE (ACI PUB. SP-66). STRUCTURAL CONCRETE CATEGORY, ACCORDING TO CONSTRUCTION JOINTS IN WALLS, BETWEEN TOP OF WALL FOOTING AND WALL, MEP ENGINEER: CENTER-TO-CENTER BAR SPACING AND ALL JOINTS IN BELOW-GRADE CONCRETE WALLS. WATERSTOP SHALL BE KOLB MECHANICAL CORP. 11500 OLD SOUND AVENUE C) THICKNESS OF SLABS AND WALLS SHALL NOT DEVIATE FROM 5. MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT ELEMENT COVER < 2DB < 2DB < 3DB >_ 3DB INSTALLED PER MANUFACTURER'S WRITTEN RECOMMENDATIONS USING MATTITUCK, NY 11952 THEORETICAL BY MORE THAN +3/8 IN., -0 IN. (SUBJECT TO TOLERANCES PERMITTED BY CODE) IN ACCORDANCE NON-FLAMMABLE, LATEX AND WATER BASED ADHESIVE USE TO SECURE T: 631.298.5527 WITH ACI 318 PER THE TABLE BELOW, UNLESS OTHERWISE NOTED: < pe 2 2 2 HYDROPHILLIC WATERSTOPS. F: 631.298.5534 D) EXTERIOR AND INTERIOR WALL FORMS SHALL BE BRACED DURING BEAM, COLUMNS THE FORMING, CONCRETE PLACMENT AND CURING STAGES SO AS TABLE 1 - TYPICAL REINFORCING BAR CLEARANCE TABLE > DB 2 1 1 15. FOR FROST-PROTECTED FOOTINGS INSULATED AGAINST FREEZE-THAW, SEE TO PRODUCE WALL STRAIGHTNESS AND VERTICAL ALIGNMENT - -- _ _ _ NYSBC (IRC) SECTION R403.3 AND TABLE R403.3(1) FOR EXTENTS OF INSULATION. SEPTIC DESIGN: WHICH DOES NOT DEVIATE FROM THEORETICAL POSITION BY LOCATION MINIMUM COVER (IN) BRIDGEWATER ENVIRONMENTAL MORE THAN SPECIFIED TOLERANCES. < DB 2 2 2 16. 4 DIA PERFORATED PVC FOUNDATION DRAINS SHALL BE PROVIDED AROUND ALL PO BOX 1375 CONCRETE CAST AGAINST AND PERMANENTLY ALL OTHERS - BELOW-GRADE FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE SOUTHAMPTON, NY 11969 B. CONCRETE MIXTURES EXPOSED TO EARTH 3 >- DB 2 2 1 SPACES AND USEABLE CRAWL-SPACES, SEE DETAIL BA/S402. DRAINS SHALL BE T: 631.268.4434 CONCRETE EXPOSED TO EARTH OR WEATHER 2 SLOPED TO SITE DRAINAGE, SUMP PITS OR OTHER DISCHARGE SUCH THAT 1. CONCRETE STRENGTHS AND UNIT WEIGHTS ARE LISTED BELOW. WALLS (INTERIOR NON-EXPOSED) 3/4 WATER CANNOT BE TRAPPED BEHIND WALLS OR WITHIN DRAINAGE PIPES ALL CONCRETE MIXES SHALL CONFORM TO THE PROVISIONS COLUMN TIES, BEAM STIRRUPS 1.5 WHERE DB - NOMINAL DIAMETER OF BAR AT BASE OF FOUNDATION WALLS. PROVIDE HOLES IN PIPE DOWN. FOR CONCRETE QUALITY CONTAINED IN CHAPTERS 4 AND 5 SLABS-ON-GRADE (REBAR GRID OR WWF) 1/3 SLAB THICKNESS FROM TOP IN THE FOLLOWING NOTES APPLY TO ALL THE TABULATED VALUES OF TENSION OF ACI 318-08, EXCEPT WHERE MORE STRINGENT PROVISIONS DEVELOPMENT WIN AND TENSION LAP SPLICES: 17. APPLY FLUID APPLIED ELASTOMERIC MEMBRANE TO EXTERIOR FACE OF ALL ARE PROVIDED (HERE. 6. SPLICING OF REINFORCING IS PERMITTED ONLY AT LOCATIONS SHOWN CONCRETE FOUNDATION WALLS. APPLY DIMPLED DRAINAGE MEMBRANE WITH IN THE STRUCTURAL DRAWINGS OR AS ACCEPTED. A. TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN GEOTEXTILE FABRIC ON EXTERIOR. BACKFILL FOUNDATION DRAINS AND BEHIND COARSE F WALLS WITH WASHED AND CLEANED (NO FINES) CRUSHED STONE OR GRAVEL. 12 INCHES OF CONCRETE TO BE CAST IN THE MEMBER BELOW THE C (PSI)* WHERE RIGID INSULATION IS USED ON AN EXTERIOR WALL, PROTECT THE TOP AGGREGATE LOCATIONS 7. UNLESS INDICATED SPECIFICALLY TO THE CONTRARY, ALL BARS. WALL HORIZONTAL BARS SHALL BE CONSIDERED TOP BARS. WITH A COATING OR PROTECTION BOARD. WHERE EXTERIOR RIGID INSULATION REINFORCEMENT SHALL BE SPLICED WITH TENSION LAP SPLICES DEVELOPING THE FULL TENSILE CAPACITY OF THE REINFORCEMENT. B. FOR EPDXY COATED BARS, INCREASE LID BY THE FOLLOWING FACTORS: TERMINATES BELOW-GRADE, PLACE INSULATION BETWEEN DIMPLE DRAINAGE MAT 3500 NORMAL WEIGHT SLABS-ON-GROUND - INTERIOR AND ELASTOMERIC WATERPROOFING MEMBRANE. 4000 NORMAL WEIGHT FOOTINGS, FOUNDATIONS,WALLS 8, WWF REINFORCING SHALL BE SPLICED AS FOLLOWS: -- -- --- EPDXY FACTOR PART VII. CARPENTRY 4000 NORMAL WEIGHT SLAB-ON-GROUND - EXTERIOR 4000 NORMAL WEIGHT CMU CORE FILL GROUT (C476) TOP BARS OTHER BARS 2" MIN 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH (DF-L, OR DF) NO. 2 (#2) OR BETTER COVER < 3DB, OR 1.3 1.5 Fb = 875 PSI G=0.50 UNLESS OTHERWISE NOTED. IF HEM-FIR OR SPF ARE F'C SHALL BE THE COMPRESSIVE STRENGTH AT 28-DAYS FOR CLEAR SPACING < 6D8 _ ( )' TYPE I CEMENT AND AT 7-DAYS FOR TYPE III (HIGH EARLY USED, EOTIFY STRUCTURAL ENGINEER TO OBTAIN REVISED FASTENING S. - STRENGTH) CEMENT. ALL OTHER BARS 1.2 1.2 # DATE ISSUE 2. CONCRETE MIXTURES SHALL BE READY-MIXED CONCRETE. 2. ALL LUMBER IN CRAWL SPACES SHALL BE 18" ABOVE SCRATCH COAT SLAB. OCT 8, 2021 ISSUED FOR BID READY-MIXED CONCRETE SHALL BE SUPPLIED BY A NEW YORK STATE 8" MAINTAIN 8" MINIMUM FOUNDATION EXPOSURE. CERTIFIED BATCH PLANT. C. THE LENGTHS OF TENSION LAP SPLICES SHALL BE 1.3 x LID 9. HORIZONTAL CONDUITS ARE PERMITTED IN SLABS WHERE THE FOLLOWING 3. SILLS SHALL BE PRESSURE TREATED (P.T.) AND SECURELY FLASHED WITH A 3. HAND-MIXED CONCRETE SHALL BE USED ONLY WHERE SPECIFICALLY REQUIREMENTS ARE MET (T = SLAB THICKNESS; FOR SLAB-ON-DECK, T = TENSION DEVELOPMENT LENGTH LD (INCHES) TERMITE SHIELD, AND PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BIE ACCEPTED. SUCH CONCRETE SHALL BE MIXEDONLY IN WATERTIGHT THICKNESS ABOVE DECK): NORMAL WEIGHT CONCRETE (2) 2"x10" FOR 2x6 WALES RIPPED TO MATCH CONC WALL THICKNESS (8"), UION. CONTAINERS, WITH DRY MATERIALS MEASURED BY LOOSE VOLUME, SAND AND CEMENT MIXED TOGETHER DRY PRIOR TO ADDING COARSE A. T >- 4" (T >- 3" AT SLAB-ON-DECK) F'C - 4000 PSI F'C - 5000 PSI 4. AT FLUSH FRAMING USE MIN 18-GAUGE, HOT-DIPPED GALVANIZED (HDG) AGGREGATE. WATER, WHEN ADDED, SHALL BE APPLIED SLOWLY WITH CORROSION RESISTANT,METAL JOIST HANGERS BY SIMPSON (IUS, MIU, THE ENTIRE MASS TURNED TO PROVIDE FOR AN EVEN MIXTURE AT B. CONDUIT SIZE :5 T/3 (T/6 WHERE TWO CONDUITS CROSS); BAR ITS/MIT/HIT) OR EQUAL. FILL ALL TRIANGLE AND ROUND HEADER NAIL HOLES IN ALL TIMES. TOP BARS OTHER BARS -TOP BARS OTHER BARS CONNECTORS TO MEET UPLIFT RESISTANCE OF MIN 545# PER SINGLE JOIST ROOF C. CONDUITS ARE RUN AT MID-DEPTH IN THE SLAB THICKNESS; SIZE CATEGORY CATEGORY CATEGORY CATEGORY MEMBER. SEE PLANS PAD DETAILS FOR UPLIFT AT HEADERS AND DOUBLE OR � 4. SUBMIT FOR ACCEPTANCE A MIX DESIGN FOR EACH TYPE AND 1 2 1 2 1 2 1 2 TRIPLED FRAMING. W STRENGTH OF CONCRETE MIXTURE AND GROUT MIXTURES, IN D. CONDUIT SPACING >_ THREE CONDUIT DIAMETERS OR WIDTHS OC; AND ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE. #3 21 28 15 - 21 21 25 15 19 #4 26 37 19 28 23 33 17 25 REQUIRED AT ALL ROOF I-JOIST FRAMING USING IUS/MIU CONNECTOR - ADD E. CONDUITS CAN BE ACCOMODATED WITHOUT DISPLACING #5 32 46 24 36 29 41 21 32 WEB STIFFENERS AND ATTACH MTS30 FOR UPLIFT RESISTANCE AT EACH JOIST p 5. SLUMP TESTS AND CONCRETE STRENGTH TESTS SHALL BE PERFORMED REINFORCEMENT FROM LOCATIONS PROVIDED IN THE CONTRACT ------ - ---- - CONNECTION ON ROOF. SEE MANUFACTURER'S WRITTEN REQUIREMENTS FOR .__I FOR ALL CONCRETE PLACED IN THE WORK PER THE PROVISIONS OF #6 _ 38 55 28 43 34 50 25 38 DOCUMENTS. --- ---- --- -- - FASTENING REQ'D TO ACHIEVE PUBLISHED LOAD RESISTANCE. W THE SPECIFICATIONS. #7 54 ! _ 81 42 62 48 72 37 56 > #8 _ 62 92 47 71 55 _83 42 64 LLl ALUMINUM CONDUIT IS PROHIBITED IN CONCRETE. CONFORM TO CONDUIT #9 70 104 54 80 62 93 48 72 REQUIRED AT ALL ROOF I-JOIST FRAMING USING ITS/MIT/HIT CONNECTOR - 0 6. GROUT UNDER BASE PLATES AND BEDDING PLATES SHALL BE NOW REQUIREMENTS OF ACI 318. - - -- ADD WEB STIFFENERS AND ATTACH MTS30 FOR UPLIFT RESISTANCE AT EACH SHRINKING TYPE. NON-SHRINK GROUT SHALL BE PRE-MIXED AND #10 78 117 60 90 70 - 105 _ _ _54 81 --- - - - - - - JOIST CONNECTION ,ON ROOF. SEE MANUFACTURER'S WRITTEN BAGGED BY MANUFACTURER. NON-SHRINK GROUT SHALL CONFORM #11 - 87 130 67 100 78 117 60 90 L1J --- -- - - - - - -- - - - - RESISTANCE. R FASTENING REQ D TO ACHIEVE PUBLISHED LOAD 10. COMPRESSION DEVELOPMENT LENGTHS: REQUIREMENTS FO TO ASTM C1107 AND SHALL BEAT LEAST F'C = 6000 PSI OR GREATER #14 1104 - 157 80 120 93 140 72 108 Cn - IN STRENGTH. #18 139 209 107 161 124 187 96 144 L� COMPRESSION DEVELOPMENT LENGTHS, LDC (INCHES) 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, Z 7. ALL CONCRETE EXPOSED TO FREEZE-THAW (BASEMENT WALLS, F'C (PSI) TABLE NOTES: ROOFS AND WALLS. U o EXTERIOR SLABS-ON-GRADE STAIRS) SHALL BE AIR-ENTRAINED TO >- 5.0 + 2.0% (7% MAX) FOR 3/4" (#67) NOMINAL AGGREGATE, AND BAR SIZE 5000 OR A. TABULATED VALUES ARE FOR NORMAL WEIGHT CONCRETE, 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, UON. p >_ 5.0 ± 1.5% FOR. 1" (#57) NOMINAL AGGREGATE PER ACI. 3000 4000 HIGHER WITHOUT EPDXY COATING. � _ #3 8 8 8 7. ALL BEAMS, GIRDERS, ETC TO HAVE MINI. OF 3 1/2" BEARING. WHERE BEARING SEAL a SIGNATURE: 8. INTERIOR SLABS-ON-GROUND TO RECEIVE A STEEL TROWELED - - 1 9 9 B. FOR F C STRENGTH BETWEEN TABULATED VALUES, LINEAR LENGTH NOT ACHIEABLE, PROVIDE MECHANICAL CONNECTOR / HANGER. FINISH SHALL HAVE AIR CONTENT NOT TO EXCEED 2.0 ± 1.0%. NO #5 14 12 11 INTERPOLATION BETWEEN TABLE VALUES IS ACCEPTABLE. AIR ENTRAINING ADMIXTURE IS PERMITTED. 0� N� #6 _ 16 14 14 8. MINIMUM HEADERS IN LOAD-BEARING WALLS TO BE (2) 1 3/4 x 14 2.0E MICROLLAM �- #7 19 17 16 E. FOUNDATION CONCRETE LVL BY WEYERHAEUSER; OR GEORGIA PACIFIC 2.0E G-P LAM. �� \�� A. C. FORMWORK *`o s% #8 22 19 18 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING AS IT APPLIES TO , #9 25 21 20 9. MINIMUM HEADERS IN tdON-LOAD BEARING WALLS (NLB) TO BE (2) 2 x 10 DF#2, UON. ,a 3 1. FORM CONTACT FACES: #10 28 24 23 NEW THE NEW WORK BEING PERFORMED AND SHALL THE SUB-CONTRACTORS , P W IN SUH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND z #11 31 _ _ 27 _ 25 10. ALL WOOD SILLS, WOOD LEDGER FRAMING, AND WOOD IN CONTACT WITH s A) LUMBER SHALL BE STRESS GRADE LUMBER DESCRIBED AND #14 37 32 30 SECOND FLOOR FRAMING AND ANCHORAGE TO FOUNDATION ARE LOCATED pop 062 8 31 USED IWACCORD WITH NATIONAL DESIGN SPECIFICATION #18 49 43 41 AND COORDINATED IN THE CORRECT LOCATIONS.USED OR CONCRETE SHALL BE PRESSURE-TREATED (P.T.). R0p�ssk0\4 FOR WOOD CONSTRUCTION. LUMBER SHALL BE DRESSED 11. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE. SEE ON THREE SIDES AND ENDS FOR A TIGHT FIT. A. TABULATED VALUES ARE FOR NORMAL WEIGHT OR LIGHTWEIGHT 2. ALL FOOTINGS SHALL BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. TYPICAL DETAILS FOR BRACED WALL PANEL DETAILING AND REQUIRED BLOCKING B) PLYWOOD FOR FORMWORK SHALL BE IN ACCORDANCE CONCRETE, WITH OR WITHOUT EPDXY COATING. 3. SOIL SHALL HAVE A MINIMUM BEARING CAPACITY OF (1) TON/SQ. FT (TSF), UON. AT ALL PANEL EDGES. INSULATED EXTERIOR WALL SHEATHING SHEATHING SHALL N FLJ WITH U.S. PRODUCT STANDARD PS-1, STRUCTURAL 1 "B-B" BE MINIMUM 7/16" THICKNESS PS-2 SPAN RATING OF 24/16 STRUCTURAL 1 WITH I `o I fill (CONCRETE: FORM) PLYFORM", EXTERIOR GRADE, MILL B. FOR F'C STRENGTH BETWEEN TABULATED VALUES, LINEAR 4. FOOTINGS SHALL BEAR A MINIMUM OF 4'-0 BELOW FINISHED GRADE, UON. (R-3) ZIP INSULATED SHEATHING ON WALLS BY HUBER ENGINEERED WOODS, ZIP I I '\ OILED AND IEDGE-SEALED, NOT LESS THAN 9/16 INCH THICK. INTERPOLATION BETWEEN TABLE VALUES IS ACCEPTABLE. SYSTEM INSULATED SHEATHING OR APPROVED EQUAL. NORTH FORK HOUSE FIELD CUT EDGES SHALL BE RESEALED WITH A SOLVENT- 5. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST 5050NASSAUPOI1935 , 1 12. FLOOR SHEATHING SHALL BE 23/32" THICKNESS ADVANTECH PS-2 SPAN RATING CUTCHOGUE,NY 1935 BASED SEALANT. EACH PIECE SHALL BEAR THE LEGIBLE FLOOR (1ST TIER) OF FRAMING IS IN PLACE. OF 24" OC, MIN, STRUCTURAL I PANEL GRADE MINIMUM, BY HUBER ENGINEERED INSPECTION TRADEMARK. WOODS, OR EQUAL. FLOOR SHEATHING SHALL BE GLUED AND NAILED PER - 6. ALL OPENINGS FOR UTILITIES, ETC. SHALL BE FILLED WITH NON-SHRINK MANUFACTURERED WRITTEN RECOMMENDATIONS WITH SUBFLOOR ADHESIVE. 2. FORM SEALERS AND RELEASE AGENTS SHALL BE GUARANTEED GROUT, SOLID CONCRETE, OR SHALL CONSIST OF PRE-FABRICATED BY MANUFACTURER TO BE NON-GRAIN RAISING, NON-STAINING SLEEVES FILLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS. 13. EXTERIOR SHEATHING SHALL BE COVERED WITH 'TYVEK' HOUSE WRAP OR AND TO NOT IMPAIR THE NATURAL BOND OF PAINT, APPROVED EQUAL WHEN HUBER ENGINEERED WOODS ZIP SYSTEM SHEATHING WATERPROOFING AND OTHER SURFACE COATINGS. 7. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH TYPICAL AND REFERENCE IS NOT USED. PROVIDE WINDOW, DOOR AND OPENING FLASHING TAPE/SEAL AND DETAILS. TAPE AT ALL EXTERIOR ZIP SYSTEM SHEATHING JOINTS PER MANUFACTURER'S 3. FORM TIES SHALL BE OF STANDARD MANUFACTURE, FACTORY WRITTEN SPECIFICATIONS. GENERAL NOTES j FABRICATED, DESIGNED SPECIFICALLY FOR USE IN CONCRETE 8. CONCRETE SLABS TO BEAR ON A MINIMUM OF 6" OF FINE GRAVEL OR SAND - - - - -- - - FORMWORK. TIES SHALL BE READILY REMOVABLE LEAVING NO WITH 6-MIL POLYETHYLENE VAPOR BARRIER BENEATH CONCRETE SLAB. 14. BLOCK EXTERIOR STUD WALLS AT HALF-STORY HEIGHTS AND AT UNSUPPORTED _SCALE_ va° = r-o° PROJECT NO: - - P1242 / 1704 METAL WITHIN 1 INCH MEASURED FROM THE CONCRETE EDGE SEAMS OF EXTERIOR SHEATHING. DRAWING BY: LERA SURFACE. 9. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS WOOD FRAMING. CHECKED BY: PLH © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG NO: 4. CLEAN AND TIGHTEN ALL FORMS IMMEDIATELY PRIOR TO 10. BRICK AND STONE VENEER SHALL BE ANCHORED WITH CORROSION CASTING CONCRETE. RETIGHTEN FORMWORK AFTER PLACING RESISTANT TIES - (1) WALL TIE PER (3) SQ. FT. - SEE ARCH DWGS FOR WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS S003 CONCRETE. MORE INFORMATION. PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL AND THE INSCRIPTION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. IS DRAWINGIS ONLY VAMFOR-CONSTRUCTIONBII)DING�OR GOVERNIJfENT-AGENCYREVIEWTF SAIDDRAWIUG BFARS-AN-ORfGINAL STAMPINGOFTHE-SEAL�FTHE ARCAITECTWHOSE-SnRATURE APPEARS HEREON.-M[S-DRAWING ISTHE-PRODUCTOFRERVICE-ANDIS THEPROPERTYOF8Tl7D10 GOETZ ARCHITECTMEPC-ITTS-TOBEUSEDZNEYFOff REIR:_REUSFOFTHIS DRAWINGTOR ANY PARTTHEREOF-FOR-ANY-OTHER PROJECTORALTERATION-OAEXTEgSTON OF THIS PROJECTIS PROHBITEDWITNOUT THEWRITTEN PERMISSION OF-STUDIO GOF fZ ARCHITECTURE-PC ANYUNAUTHORREDREUSETS AVIOLATIOK01FUS7COPYRIGHT LAW M]UTHORIZED ALTERATIONS-70THrnRAWINGIS A VIOLATION OF SECIrION 7209(2)OF THE Y RKSTATE EDUCATION LAW. - STRUCTURAL NOTES: ARCHITECT: STUDIO GOETZ ARCHITECTURE PC PART VII. CARPENTRY (CONT'D) PART IX. WOOD (CONT'D) PART XI. MECHANICAL CONNECTIONS: 92 MORNINGSIDE AVE, #4D NEW YORK, NY 10027 T: 212.707.1105 15. PROVIDE 'X' CR.OSS BRACING AT JOISTS, STUDS AND RAFTERS WHERE 5. STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED 1. ALL MECHANICAL CONNECTIONS SHALL BE SIMPSON BUT MAY BE SUBSTITUTED j SPANS EXCEED 8'-0 AND AT EVERY 8'-0 O.C. PROVIDE BLOCKING AT EXCEPT WHERE SPECIFICALLY ACCEPTED BY STRUCTURAL ENGINEER. WITH AN APPROVED EQUAL PRODUCT. SUBMIT ALTERNATE PRODUCT TO FLOOR DIAPHRAGM SHEATHING JOINTS AT 4'-0 O.C. SUBMIT PROPOSED SIZE, LOCATION AND DEPTH OF ALL PENETRATIONS STRUCTURAL ENGINEER FOR REVIEW AND WRITTEN APPROVAL PRIOR TO THROUGH STRUCTURAL MEMBERS FOR REVIEW AND ACCEPTANCE USE AND INSTALLATION. 16. TOP PLATES SHALL BE DOUBLED AND LAPPED AT CORNERS, SEE TYPICAL BY STRUCTURAL ENGINEER, INCLUDING EXISTING WOOD FLOOR DETAILS. FRAMING ELEMENTS. 2. ALTERNATES AND SUBSTITUTIONS SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY SIMPSON INCLUDING LOAD CAPACITIES. STRUCTURAL ENGINEER: 17. PROVIDE ALL NAILING, STRAPPING AND HOLD-DOWNS PER PLANS, TYPICAL 6. INSTALL ALL WOOD CONNECTORS IN ACCORDANCE WITH LERA CONSULTING STRUCTURAL ENGINEERS 40 WALL STREET, FLOOR 23 DETAILS, REFERENCE SECTIONS AND DETAILS. CONTRACTOR SHALL MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE CONNECTORS 3. ALL LOADING CAPACITIES SHALL MATCH OR EXCEED VALUES INDICATED IN NEW YORK, NY 10005 COORDINATE THE INSTALLATION OF HOLD-DOWNS, STRAPS AND OTHER BY SIMPSON STRONG-TIE, OR ACCEPTED ALTERNATE. SIMPSON PRODUCT LITERATURE. SEVERAL LOADING VALUES MAY EXIST, T: 212.750.9000 CONNECTORS WITH CONCRETE SUBCONTRACTOR'S PRIOR TO CASTING CONTRACTOR SHALL CONTACT STRUCTURAL ENGINEER IF ANY LOADING VALUES F: 212.750.9002 FINAL CONCRETE FOUNDATIONS AND FOUNDATION WALLS. 7. BOLTS SHALL CONFORM TO ANSI/ASME B18.2.1 AND TO APPENDIX L, ARE LESS THAN WHAT IS SPECIFIED BY SIMPSON FOR REVIEW AND APPROVAL "(NON-MANDATOY) TYPICAL DIMENSIONS FOR STANDARD HEX BOLTS" BEFORE USE AND INSTALLATION. 18. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS PART IN NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, OF THE REQUIRED WORK. LATEST EDITION AND SHALL HAVE A MINIMUM BENDING YIELD 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT-DIPPED GALVANIZED (HDG). MEP ENGINEER: STRENGTH, Fyb, OF 45 KSI. KOLB MECHANICAL CORP. 19. AT BATHROOM "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST 5. INSTALLATION PROCEDURES, AND FASTENING REQUIREMENTS TO MEET 11500 OLD SOUND AVENUE AS REQUIRED PER CODE. SEPARATE DOUBLE JOIST THE THICKNESS OF HOLES IN WOOD MEMBERS FOR BOLTS SHALL BE A MINIMUM OF 1/32" DOWNLOAD (GRAVITY) AND UPLIFT, SHALL BE ACCOMPLISHED PER THE T: 631. 98. NY 11952 T: 631.298.5527 j WALL ABOVE. SUBFLOOR SHEATHING SPANN SHALL NOT EXCEED 16" SPAN. TO A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER. HOLES MANUFACTURER'S WRITTEN SPECIFICATIONS FOR THE PRODUCT BEING F: 631.298.5534 SHALL BE ACCURATELY ALIGNED IN MAIN AND SIDE MEMBERS. BOLTS INSTALLED. 20. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING SHALL NOT BE FORCIBLY DRIVEN. I PER PLANS, REFERENCE SECTIONS AND DETAILS, SCHEUDLES AND TYPICAL 6. ALL FASTENING CRITERIA, INCLUDING THE NUMBER, SIZE, LENGTH OF FASTENERS - -- --- _ - DETAILS. PROVIDE A STANDARD CUT WASHER BETWEEN THE WOOD AND THE TO MEET MANUFACTURER'S SPECIFICATIONS SHALL BE INSTALLED TO MEET SEPTIC DESIGN: BOLT HEAD AND BETWEEN THE WOOD AND NUT. PUBLISHED LOAD RESISTANCE. BRIDGEWATER ENVIRONMENTAL 21. P.T. INDICATES PRESSURE PRESERVATIVELY TREATED LUMBER IN PO Box I375 SOUTHAMPTON, NY 11969 ACCORDNACE W/AWPA C22; WHERE DRILLING AND/OR CUTTING OCCURS, 7. REQUESTS TO DEVIATE AND VARIATIONS IN CONNECTOR CONFIGURATION SHALL T: 631.268.4434 FIELD TREAT LUMBER WITH COPPER NAPTHENATE CONTAINING 2% COPPER 8. LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND TO BE SUBMIT TO STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. METAL BY REPEATED BRUSHING, DIPPING OR SOAKING UNTIL THE WOOD APPENDIX L, "(NON-MANDATOY) TYPICAL DIMENSIONS FOR STANDARD RESISTS ABSORPTION. FOR HARDWARE USED WITH P.T. LUMBER, LAG SCREWS" IN NATIONAL DESIGN SPECIFICATION FOR WOOD CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. CONSTRUCTION, LATEST EDITION AND SHALL HAVE A MINIMUM LUMBER MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, BENDING YIELD STRENGTH, Fyb, OF 70 KSI FOR 1/4" DIA., 60KSI FOR ANCHOR BOLTS, ETC FOR LOCATIONS SUCH AS: LEDGER BOARD, SILL PLATE, 5/16" DIA., AND 45 KSI FOR 3/8" DIA. AND LARGER. DECK CONSTRUCTION, ETC. PROVIDE CLEARANCE AND LEAD HOLES IN WOOD MEMBERS 22. LVL INDICATES LAMINATED VENEER LUMBER AND SHALL CONSIST OF THE (SPECIFIC GRAVITY, G, LESS THAN OR EQUAL TO 0.5) FOR ALL LAG FOLLOWING: SCREWS WITH NOMINAL DIAMETER, D, AS FOLLOWS: A. WEYERHAEUSER (TRUS JOIST MACMILLAN) 2.0E MICROLLAM LVL; OR B. GEORGIA PACIFIC 2.0E G-P LAM LVL. A. THE CLEARANCE HOLE FOR THE UNTHREADED SHANK SHALL I HAVE A DIAMETER = D AND A DEPTH OF PENETRATION = THE PSL INDICATES PARALLEL STRAND LUMBER AND SHALL CONSIST OF THE LENGTH OF THE UNTHREADED SHANK. FOLLOWING: A. WEYERHAEUSER (TRUS JOIST MACMILLAN) 2.0E PARALLAM PSL B. THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER = 0.6 x D AND A LENGTH = THE LENGTH OF THE ALL ENGINEERED WOOD PRODUCTS SHALL BE INSTALLED PER THREADED PORTION + 1/2". MANUFACTURER'S WRITTEN SPECIFICATIONS. - 0 CLEARANCE HOLE = D -- -- ----- -_-- f - i# DATE ISSUE 23. FOR NEW LOADBEARING SHEAR WALLS, INDIVIDUAL FULL-HEIGHT E -T !j { i r 0 LEAD HOLE OCT 8, 2021 ISSUED FOR BID SHEARWALL SEGMENTS ARE DESIGNED WITH FORCE TRANSFER SHEAR r - 0.6xD WALL UTILIZED WHERE OPENINGS REQ'D. CONTRACTOR SHALL FASTEN ALL SHEATHING PER TYPICAL DETAILS, SCHEDULES, REFERENCE DETAILS AND MANUFACTURER'S WRITTEN REQUIREMENTS FOR SPECIALTY CONNECTIONS TO MEET REQ'D FORCE TRANSFER. HOLD-DOWNS OPERATE IN CONJUNCTION WITH THE SHEARWALL SYSTEM, INSTALL PER MANUFACTURER'S REQUIREMENTS. HOLDDOWN LOCATIONS ARE LOCATED ON FOUNDATION AND FLOOR PLANS. E I 24. ALL NAILS, SCREWS AND FASTENERS SHALL BE HOT-DIPPED GALVANIZED (HDG), UON. FASTENERS AND MECHANICAL CONNECTORS IN P.T. LUMBER SHALL BE THICK HDG WITH G135 COATING THICKNESS OR HIGHER. y j ,� LLl L(SHANK) L(THREADED PORTION 1/2 MAX PART VIII. WIND PROTECTION CONNECTION NOTES Co ADAPTED FROM HOME BUILDER'S GUIDE TO COASTAL CONSTRUCTION; FEMA LENGTH OF - 1' LENGTH OF I P-499, AND 2015 & 2018 HIGH WIND EDITION WOOD FRAME CONSTRUCTION. CLEARANCE HOLE LEAD HOLE LL1 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 0 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. PROVIDE A STANDARD CUT WASHER BETWEEN THE WOOD AND F- Z THE LAG SCREW HEAD. AT CONTRACTOR'S OPTION, DRY SOAP ILLJ (D 2. METAL PLATEE;, CONNECTORS, NAILS, SCREW AND BOLTS SHALL BE HOT MAY BE APPLIED TO THE THREADS OF LAG SCREWS TO FACILITATE DIPPED GALVANIZED (HDG) OR STAINLESS STEEL. PROVIDE G90 HDG INSTALLATION. MINIMUM THICKNESS FOR CONNECTORS NOT ATTACHED TO P.T. LUMBER. O W PROVIDE G135 THICKNESS FOR CONNECTORS ATTACHED TO P.T. LUMBER. 9. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND TO z APPENDIX L, "(NON-MANDATOY) TYPICAL DIMENSIONS FOR STANDARD U 3. WHERE WINDOWS AND DOORS INTERUPT WOOD STRUCTURAL PANEL WOOD SCREWS" IN NATIONAL DESIGN SPECIFICATION FOR WOOD O SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE CONSTRUCTION, LATEST EDITION AND SHALL HAVE A MINIMUM 11 O PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS BENDING YIELD STRENGTH, Fyb, OF 100 KSI FOR NO. 6 AND SMALLER SEAL -- --- - AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. SCREWS, 90KSI FOR NO. 7 THROUGH NO. 9 SCREWS, AND 80 KSI SEAL a SIGNATURE: 1 FOR NO. 10 THROUGH NO. 12 SCREWS, AND 70 KSI FOR NO. 14 AND j 4. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH ROOF JOIST BEARING. LARGER SCREWS. pF NEtV Y 5. FLOOR TO FLOOR TENSION STRAPS TO BE PROVIDED EVERY 16 O.C. AND LEAD HOLES ARE NOT REQUIRED FOR WOOD SCREWS IN WOOD co Q A. SFsp�-F EVERY 16" WITHIN 4'-0 OF EXTERIOR CORNERS - ALL STUDS. MEMBERS. (SPECIFIC GRAVITY, G, LESS THAN 0.50). ° . a AS A MINIMUM PROVIDE PENETRATION OF WOOD SCREWS INTO . `� PART IX. WOOD WOOD MEMBER EQUAL TO 6 x SCREW DIAMETER. � 6 2`a"3 0 1 � 1. LOAD BEARING TIMBER AND DIMENSIONAL LUMBER FOR JOIST, BEAM 10. NAILS SHALL CONFORM TO ASTM F1667 AND TO AROF ss0A GIRDERS SHALL BE IDENTIFIED BY A GRADE MARK OF A LUMBER APPENDIX L, "(NON-MANDATOY) TYPICAL DIMENSIONS FOR STANDARD GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY NAILS" IN NATIONAL DESIGN SPECIFICATION FOR WOOD AN ACCREDITATION BODY THAT COMPLIES WITH DOC PS 20-99, CONSTRUCTION, LATEST EDITION. N F H AMERICAN SOFTWOOD LUMBER STANDARD. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF APPROXIMATELY \ 2. WOOD STRUCTURAL PANEL SHEATHING SHALL CONFORM TO DOC 30-DEGREES WITH THE WOOD MEMBER AND STARTED APPROXIMATELY NORTH FORK HOUSE PS 1, CONSTRUCTION AND INDUSTRIAL PLYWOOD, AND, DOC ONE-THIRD OF THE LENGTH OF THE NAIL FROM THE MEMBER END. 5050 NASSAU POINT ROAD, / PS 2, PERFORMANCE STANDARD FOR WOOD-BASED curcHoGuE,NY 11935 STRUCTURAL-USE PANELS. ALL PANELS SHALL BE IDENTIFIED BY A AS A MINIMUM PROVIDE PENETRATION OF WOOD NAIL INTO GRADE MARK OR CERTIFICATION OF INSPECTION ISSUED BY WOOD MEMBER EQUAL TO 6 x NAIL DIAMETER. AN APPROVED AGENCY. 11. FASTENERS EXPOSED TO WEATHER OR TO AMBIENT TEMPERATURE CHANGE 3. FRAMING MATERIALS DESIGNATED AS PRESSURE TREATED OR SHALL BE HOT-DIPPED GALVANIZED UNLESS OTHERWISE NOTED. BOLTS OR PRESSURE PREESERVATIVELY TREATED IN THE CONTRACT DOCUMENTS, LAG SCREWS EXPOSED TO VIEW SHALL BE STAINLESS STEEL, ASTM F593C OR OR REQUIRED TO BE SO BY BUILDING CODE, SHALL BE PRESSURE F593D WITH A MINIMUM YIELD STRENGTH, Fyb, OF 80 KSI FOR 1/4" DIA. THROUGH PRESERVATIVELY TREATED AND DRIED AFTER TREATMENT IN 5/8" DIA. AND 45 KSI FOR 3/4" DIA. AND LARGER. NUTS FOR STAINLESS STEEL ACCORDANCE WITH AWPA C22, BY AMERICAN WOOD-PRESERVERS' BOLTS SHALL CONFORM TO ASTM F594. WASHERS FOR STAINLESS STEEL BOLTS -GENERAL NOTES ASSOCIATION. SHALL CONFORM TO AISI 304 OR 316 AND CONFORM TO ASTM A240. WOOD PROJECT No: P1242 i 1704 SCREWS EXPOSED TO WEATHER OR AMBIENT TEMPERATURE CHANGE SCALE_ 4. AS A MINIMUM, CONNECT WOOD STRUCTURAL ELEMENTS IN SHALL BE TYPE 18-8 WITH STRENGTH PROPERTIES IN ACCORDANCE WITH DRAWING BY: LERA ' CHECKED BY: PLH NOTE 9. ACCORDANCE WITH TABLE R602.3 (1) IN BUILDING CODE. I - - - - - © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG NO: WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STfATE OF THIS S OOPROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL AND THE INSCRIPTION 'ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. IS DRAWING IS-ONLYVALID FORMNSTRUCTKSN,-IIDDING,OR GOVERNMENTAGENCYREVIEW-IFSAID-DRAWI%BEARSAN-ORTGINAI STAMPING-OFTHE SEAL-OF THE ARCHITECT WHOSE-SIGNATURE APPEARS THE EPRODUCT OF SERVICE AMnSTHE PROPERTY-OF STUDIO GOETZARCAITECTURE_PC-1TT5 T6EEUSED ONLY-MRINGFOR-ANYPARTTREREOFFORANY OTHER--PROJECT OR-AcTERATroN-ORERTENSION OF7HISPR0=S�PR0RI3rrED WITHOUT THE WR1TTEt1PERMISSION OF STUDIO G0=ARCHITECTURETC._CNY UNAUTHOR=REUSETS-KVIOD TfOWOFUS:GOPYRIGHT LAW-UNAUTHORIZED ALTERATIONS TDTHISDRAWING IS KMOLAT[OKOFSE(CTION-720972YOFTRENEW YbRK STATE-EDUCATION LAW. - -- ARCHITECT: STRUCTURAL DESIGN CRITERIA STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #4D THIS STRUCTURAL DESIGN CRITERIA OF THE PROJECT IS FOR GENERAL H. SNOW LOADS NEW YORK, NY 10027 INFORMATION ONLY AND DOES NOT MODIFY, ALTER OR OVERRULE THE T: 212.707.1105 SPECIFICATIONS OR THE DRAWINGS. 1. SNOW LOADS ARE DETERMINED FROM 2015 NYS BUILDING CODE USING THE FOLLOWING PARAMETERS: A. LOCATION GROUND SNOW LOAD Pg = 25 PSF j THIS PROJECT IS LOCATED IN CUTCHOGUE, NEW YORK. ---- - - -- - STRUCTURAL ENGINEER: IMPORTANCE FACTOR I = 1.0 j LERA CONSULTING STRUCTURAL ENGINEERS B. CODES 40 WALL STREET, FLOOR 23 THE STRUCTURAL DESIGN, REPRESENTED BY THE CONTENTS OF THE SNOW EXPOSURE "C" FACTOR: Ce = 1.0 REQUIREMENTS OF THE FOLLOWING CODES AND STANDARDS. IN SOME T: 212.75 NY 10005 T: .750.9000 i INSTANCES, LIRA HAS CONCLUDED THAT MORE STRINGENT REQUIREMENTS THERMAL FACTOR Ct = 1.0 F: 212.750.9002 ARE APPROPRIATE FOR THE STRUCTURAL DESIGN OF THE PROJECT; IN THOSE INSTANCES, THE MORE STRINGENT STRUCTURAL REQUIREMENTS HAVE FLAT-ROOF SNOW LOAD Pf = 20.0 PSF BEEN APPLIED. - SNOW DENSITY: = 17.25 PCF MEP ENGINEER: 1. NEW YORK STATE BUILDING CODE PLUS LATEST SUPPLEMENTS KOLB MECHANICAL CORP. ! 11500 OLD SOUND AVENUE TOTAL SNOW LOAD + DRIFT = 35.4 PSF @ 6.27-FT j 2. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER T: 631. 98. NY 11952 T: 631.298.5527 STRUCTURES, BY AMERICAN SOCIETY OF CIVIL ENGINEERS. F: 631.298.5534 J. FOUNDATION LOADS 3. AISC SPE=CIFICATION FOR STRUCTURAL STEEL BUILDINGS, ANSI/AISC 360-16, BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 1. ALLOWABLE BEARING PRESSURE FOR FOOTINGS IS 2000 - PSF (1 TSF) SEPTIC DESIGN: 4. ANSI/AWS D1.1, STRUCTURAL WELDING CODE - STEEL BRIDGEWATER ENVIRONMENTAL PO BOX 1375 2. ULTIMATE SLIDING COEFFICIENT OF FRICTION = 0.45 SOUTHAMPTON, NY 11969 5. ACI 318-14, BUILDING CODE REQUIREMENTS FOR T: 631.268.4434 REINFORCED CONCRETE, BY AMERICAN CONCRETE INSTITUTE. 3. EQUIVALENT SOIL FLUID AT-REST PRESSURE = 60H PSF / FT i C. REFERENCE DOCUMENTS 4. HORIZONTAL SURCHARGE FROM VERTICAL PRESSURE _ 0.5 x q 1. SEE THE GENERAL STRUCTURAL NOTES FOR A LIST OF REFERENCE DOCUMENTS. 5. SURFACE SURCHARGES SHOULD BE ADDED AS AN INVERTED TRIANGLE HAVING A MAXIMUM PRESSURE AT D. MATERIALS THE GROUND SURFACE EQUAL TO 0.5 x q, WHERE q IS THE VERTICAL PRESSURE. RECOMMEND MINIMUM 50 PSF FOR 1. STRUCTURAL STEEL SHAPES: SIDE YARD LIVE LOADS. A) "FY" INDICATES THE SPECIFIED MINIMUM YIELD STRESS. "FU" INDICATES THE SPECIFIED MINIMUM TENSILE STRENGTH. K. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE NYS IRC - R301.2(1) j E. GRAVITY LOADS THE LOADS THAT FOLLOW DO NOT INCLUDE THE WEIGHT OF STRUCTURAL STEEL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MEMBERS. FURTHER, EXCEPT AS NOTED, LOADING INFORMATION FOR THE -�---- ---- WIND DESIGN SUBJECT TO DAMAGE FROM ELEVATORS AND MECHANICAL EQUIPEMENT (I.E., BOILERS, CHILLERS, COOLING GROUND - WINO---- -- - sElsMlc -- - -- SNOW WIND SPEED WIND EXP. SPECIAL WINDBORNE DESIGN FROST LINE' TOWERS, EMERGENCY GENERATORS AND THE LIKE) HAVE NOT BEEN INCLUDED LOAD Vult CATEGORY TOPOGRAPHIC WIND REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE IN THESE CRITERIA. NORMAL WEIGHT CONCRETE IS TAKEN AT A UNIT WEIGHT EFFECTS # DATE ISSUE OF 150 PCF. LIGHTWEIGHT CONCRETE IS TAKEN AT A UNIT WEIGHT OF 117 PCF. 25 PSF 130 MPH D Kzt= 1.0 NONE YES B EXTREME 4'-0 MODERATE OCT 8, 2021 ISSUED FOR BID LIVE LOADS ARE REDUCIBLE EXCEPT WHERE NOTED NR (NOT REDUCIBLE). - TO HEAVY THE FOLLOWING ARE DEAD, SUPERIMPOSED DEAD AND LIVE LOADS TAKEN FOR EACH OCCUPANCY CATEGORY: STRUCTURAL DESIGN LOADS OCCUPANCY / USE DEAD LOAD LIVE LOAD ROOMS OTHER_THAN_SLEEPING ROOMS 15 PSF 40 PSF__ SLEEPING ROOMS 15 PSF 30 PSF �-- STAIRS 15 PSF 40 PSF Z GUARDRAILS AND HANDRAILS PER DESIGN _ 200 # L1J ROOF LOADING (LIVE = GROUND SNOW LOAD) 10 PSF 25 PSF J F. WIND LOADS ui LLJ I > � WIND LOADS ARE DETERMINED FROM 2015 NYS BUILDING CODE USING THE FOLLOWING PARAMETERS: BASIC WIND SPEED: V = 128 MPH LLJ (D U) WIND DIRECTIONALITY FACTOR (KD): 0.85 W Z � OCCUPANCY OR RISK CATEGORY: II U IMPORTANCE: FACTOR: I = 1.0 IL O O EXPOSURE CATEGORY: EXPOSURE D SEAL & SIGNATURE: MEAN ROOF HEIGHT: H = 30.0 FT OF � DESIGN WINE) PRESSURE MWRFS) = 34.5 PSF �P�6 � A '9" � P� �Si DESIGN WINE) PRESSURE (C&C) = SEE DIAGRAMS } ui G. SEISMIC LOADS ©� 6 2 8 ROFE'SSIQNP ' SEISMIC LOADS ARE DETERMINED FROM 2015 NYS BUILDING CODE USING THE FOLLOWING PARAMETERS: SITE CLASS (DEFAULT): D N F H OCCUPANCY OR RISK CATEGORY: II NORTH FORK HOUSE I J 5050 NASSAU POINT ROAD, IMPORTANCE: FACTOR: 1 = 1.0 CUTCHOGUE,NY 11935 Ss = 0.1773g / S1 = 0.049g -- i SIDS = 0.184g / SD1 = 0.0.079g SEISMIC DESIGN CATEGORY (SDC): B I! STRUCTURAL DESIGN CRITERIA PROJECT NO: P1242 / 1704 -SCALE:-- DRAWING BY: LERA CHECKED BY: PLH © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG NO WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE S7ATE OF THIS PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL S005 AND THE INSCRIPTION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. EIN-REUSE70FTHIS-DRAWING-FORANYPARTTHEREOFFORANY-OTHERPROJECTDRALTERATIORORERTENSMVOFTHISPROJECTIS-PROAIBITEDWITHOUTTHE-WRITTENPERMISSIONOFSTUDTO-GOETZARCHITECTUREPG.ANYUNAUTHORIZEDREUSE1SAVfOLATIONOFUS COPYRIGHT LAW.-UNAUTHORIZED ALTERATIONS-TO THIS DRAWING IS-AVIOLATIONOFSEi 0147209 2 OF THE NEW Y�RK STATE EDUCATION IAW.LRAWNGISONCYVALIDFORCONSTRIICTION,-EIIDDING-OR-GOVERNMENTAGENCY REVIEWlFSAIDURAWIITGBEARSAAORTGINAL-STAMPINGaFTHE-SEAlOFTFIEARCHITECTWHOSFS1Gt1ANREAPPEARSTiEREON:-TFIISURAWIN�ISTHEPRODIICTOFSERVICE7�ND-TS-TNEPROPERTYOFSTUDTO-GOETrARCHITECTOREPC-ITIST6BEIISE6T3NCYFORTHEPROJECTNOTEDAERl NOTES: NOTES: ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 1. REFER TO: 5. TOP OF FOOTING IS AT[4-8] BELOW REFERENCE ELEVATION, UNLESS OTHERWISE NOTED 92 MORNINGSIDE AVE, #4D DRAWINGS SOXX SERIES FOR GENERAL NOTES, STANDARD [XXX]WHERE XXX IS THE DISTANCE FROM REFERENCE ELEVATION TO TOP OF FOOTING. NEW YORK, NY 10027 ABBREVIATIONS,AND DESIGN CRITERIA. BOTTOM OF FOOTING IS TYPICALLY[-l'-11] BELOW REFERENCE ELEVATION WHERE T: 212.707.1105 DRAWINGS S4XX SERIES FOR TYPICAL DETAILS AND SCHEDULES. FOOTING DEPTH IS NOTED IN SCHEDULES. DRAWINGS S5XX SERIES FOR REFERENCED DETAILS AND SECTIONS. 6. CENTER FOOTINGS BELOW WALLS AND COLUMNS, UNLESS NOTED WITH DIMENSIONS 2. TOP OF CONCRETE IS AT REFERENCE ELEVATION-9'-5 3/4" UNLESS OTHERWISE IN PLANS. WHERE RETAINING WALL FOOTING (RWF#)-SEE SCHED FOR DIMENSIONS. NOTEDD WHERE XXX IS THE DISTANCE ABOVE (+)OR BELOW(-)REFERENCE ELEVATION. 7. WALLS NOTED TW#WHERE"T" INDICATES THICKNESS IN INCHES. ISOLATED COLUMN 3. INTERIOR 4"SLAB-ON-GROUND CONSTRUCTION OVER 10-MIL WATER VAPOR OVER 4" FOOTINGS NOTED F#;WALL FOOTINGS NOTED WF#. SEE SCHEDULES FOR REINF. RIGID XPS INSULATION OVER 6" MINIMUM (12" MAX)COMPACTED CRUSHED GRAVEL STRUCTURAL ENGINEER: (3/4"AGGREGATE), UNO. PROVIDE#3 @ 12"OC EW PLACED AT CENTERLINE OF SLAB DEPTH. 8. INDICATES INTERIOR NON-LOAD-BEARING STUD WALL. LERA CONSULTING STRUCTURAL ENGINEERS 40 WALL STREET, FLOOR 23 4. CONCRETE STRENGTH AND WEIGHT: INDICATES INTERIOR LOAD BEARING PARTITION WALL. NEW PORK, NY 10005 T: 212.750.9000 FOOTINGS AND WALLS F'C=4000 PSI, NW F: 212.750.9002 SLAB-ON-GROUND (INTERIOR): F'C=4000 PSI, NW SLAB-ON-GROUND(EXTERIOR): F'C=4000 PSI, NW 1 2 3 4 5 6 7 8 1 l'- 10 7/8" 20'-9 1/4" 18'- 10 1/2" 24'-5" 18'-9 1/4" MEP ENGINEER: KOLB MECHANICAL CORP. --- ------------=--- ------ r 20'-4 1/8" 24'-3 1/2" 11500 OLD SOUND AVENUE - ------- --- - ------ - ATTITU 8K, NY 11952 T F: 631.298.5534 CONSTRUCT CRAWL SPACE FOOTING AND WALL AFTER CONSTRUCTING AND BACKFILLING LOWER BASEMENT WALL. CONNECT HORIZ WALL REINFORCING 2 3/4" TO BASEMENT WALL USING REBAR 2'-6" 2 3/4" 2'-6" SEPTIC DESIGN: 3'-8" FORMSAVERS,TYP __- __ �J BRIDGEWATER ENVIRONMENTAL 2 3/4"- PO BOX 1375 - 2 3/4" 1'_6�� iv - SOUTHAMPTON, NY 11969 WF1 [4'-0"] _ T: 631.268.4434 RWF1 N WF1 4'-0" v 8W1 I 8W2 M M N N ——————————— ————————————I———— —I ———,————————————————————————— 1 - - - - �ws - — �— ----------------------------- I — I 6" 5 1/4" 1/4" 1 I W F2 [4'-0" I -- I Pipe4STD 1 I 1------� I F-, BP02 I I 16 1/2"THICKENED r 1 I I SOG TYP,SEE E.1/S401 I 1 I Pipe3-1/2ST — I 5500 U 1 - --- - - ' I BP01 F1 I I I =o qt u I °� 1 [4'-0"] 1 li, ILL I I �c cc Lo I 1 I I I I I °><W I W F2 I I 3/4" I I I I I will I N U- I I 10� ow 1 I 1 I I I I I 1 00 j I - INDICATES MEP ROUTING I I I I I #4@12 BOT (0 0 2 3/4°- -_- J z I ! SEE ARCH AND MEP DWGS I I I I I M cn r [ „] co N I I I WF1 4 -0 I I I- =--------------- N ----- ''� # DATE ISSUE -t--- i - i I I I - - - - - - - = - - - - - - - - - - - - -i OCT 8, 2021 ISSUED FOR BID 1 cn B 1 BP01 F1 - BP. 1 F1 _ _ - I — - - - N BP01�,r1 _ i I 1 I 2x6 LOAD BEARING INT WALL 8W1 I N r, I N I r, _ 1- 1_ _ J { -- p 1 Pipe3-1/2STD 1-®- Pipe3-1/2STD /L Pipe3-1/2ST I �- 1 I I ih -————- L—�—J J I N F1A 3 -r8" I 4'-8' I s I 4" OG 1 STEP IN WALL FOOTING, N I ao [4 -0" ] 4'-9 3/4" T P I SEE TYPICAL DETAILS. I 1 _ ,� 5 1/4" 1 #4 ,12 BOT - I I C) @ I I I I I 23/4" 2'-6„ _ I I ------- ——————————————— I --- - - _� - -- - -- --------------�- -� - - 8w1 I L---------------------------- ---- S50� - - - [-8"] RWF1 [-2'-g"] - --- N —LL I — - - - - - - - T I 8W2 I I I m Z swi I I ' C - - ---- - _ — P.T.2x6 LOAD-BEARING— -- CRIPPLE WALL 'o t N M `° _I_ - _ 1 _ DBL 2x TOP PLATES U o WF1 [4'-0"] I co N N I 1 O --�- -►j 1 [-- --- --- ———— --------------- N I I=— U) I I 2 3/4 r.. RWF1 I I W ao I N I w W e 2 3l4" - - - I I W- -r - ~ I � � I d I o f I (0 O I I I 1 1 N I 1 I I W CD I I I I U) _ I I C I I I II II W L--- --------------1----------gwi -- y I -� X 1 N I in U O N 1 2- 00 u O Ial N WF1 [4'-0"] I w / I I; I N O POCKET DOOR, I I SEAL a SIGNATURE: \ -2 3/4" oo Cq SEE ARCH I 1 ~ � 1 A i r 4 OG S500 i r--O TYP i Q� \�L A S�sQ.p I 1 L-9'-5 3/4" I *� O� Lij EXTENT LAND CAPED I PROVIDE P.T. BOARDS FASTENED I �p 0 6 2 8 31 PAT /ABOVE TO SOG WITH POST-INSTALLED I AR FSS,Q P� ----- -------J ©F N ANCHORS (8- 1/3" WILED EMBEDMENT ------ T------�- co\ ( - I 8W2 I --- - c ) --- -------------- --- - -- � , N NFH [-8"] [-2'-9"] \ RWF1 NORTH FORK HOUSE ( I \ / \� 2'-6" 5050 NASSAU POINT ROAD, CUTCHOGUE,NY 11935 ! 2 3/4" - STEP IN WALL FOOTING, • I I SEE TYPICAL DETAILS. I REFERENCE/ REFERENCE LEVEL _LEVEL ELEV SURVEY ELEV I T.O. ROOF PARAPET 22'- 10 3/4" 112.896 T.O. ROOF JOIST 2l'- 10" 111.833 �I FL02 TO PARAPET 12'- 10 5/8" 102.885 BASEMENT FOUNDATION PLAN - -- - - - FL02 FFL 2ND FLOOR 1 l'-5 3/4" 101.479 - - FL02 T.O. PLYWOOD 1 l'-5" 101.417 - PROJECT NO: P1242 / I704 FL01 FFL 1ST FLOOR 0'-6" 90.5 -_.------------- ------- - 1/4" - -o" FL01 T.O. PLYWOOD 0'-5 1/4" 90.438 DRAWING BY: LERA FIL --- - DWG N0: -- - - - - CHECKED BY: PLH FFL GROUND --0" 90 BASEMENT / FOUNDATION PLAN_ © CoPYRICHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. FL00-FFL CRAWLSPACE -4'-_9___3/4" 85.188 A /411 - -0" PROJECT, 1 IS A VIOLATION OF ER IN ANY WAY ESE DRAWINGS. WHERE ANY ACTING ITEM S ALTERED,THE THDIRECTION E SUPERVISING SING PROFESSIONAL SHALL LICENSED FIIX TO THE THESTATE ITEM HIS THIS _FL00-FFL BASEME_ NTH -9'-5 3/4" — 80.521 LEVEL ELEVATION 0'-0=SURVEY ELEV 90.0' T, T T T sloo AND THE INSCRIPTION `ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. ISTRAW-NGTS-ONCYVALUFOR-CONSTRIJC l:)NBIIDDING,-OR-aOVERNMENTAGENCYREOIEw1F8AZZ-RAWING-BEARS-ANORIGINAL-STAMPINGOFTHESEAL-OFTHEARCHMECTWHOSESIGNAMRE-APPEARSTEREOW-TFRSDRAWINGTSTAEPRODUCTOF-SERVICE-ANDISTHE PROPERTY-OFSTUDTO-GOETZARCHIT UREPG. LYFORTHEPROJECTNOTED-1IEREIN-REUSEUFTHOT-RAWING FOR-ANY PART THEREOF FOR7WYOTNER-PROJECT RALTERATION-ORUxTENS10NOFTHf&PROJECT-i"RORBITEDWITHOUTTHEWRITTEN-PERMISSION-OF STUDIOGOETZ-ARCHITECTUREPC. ANYUNAUTHORIZEDREUSElSMROLATIONOFUS.-COPYRTGFITLAW.-DNAUTHORIZED7LTERATIONS-TOZflIS-DRAWINGISANIOIAPONaFSECTION7209j2)OFTEENEWY RKSTATEEDUCATIONZAW- I NOTES: ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 1. REFER TO: 5. CONCRETE STRENGTH AND WEIGHT: 9. SHEATHING SPANS SHORTER DIMENSION BETWEEN BEAMS AND JOISTS. 12. COLUMNS OCCUR BOTH ABOVE AND BELOW THE FLOOR UNLESS 92 MORNINGSIDE AVE, #4D DRAWINGS SOXX SERIES FOR GENERAL NOTES, STANDARD WOOD JOIST FRAMING NOTED THUS IN PLANS: OTHERWISE NOTED. NEW YORK, NY 10027 ABBREVIATIONS,AND DESIGN CRITERIA. FOOTINGS AND WALLS F'C=4000 PSI, NW T: 212.707.1105 DRAWINGS S4XX SERIES FOR TYPICAL DETAILS AND SCHEDULES. SLAB-ON-GROUND (INTERIOR): F'C=3500 PSI, NW SIZE,TYPE� -�- DENOTES A COLUMN BELOW THE FLOOR ONLY. DRAWINGS S5XX SERIES FOR REFERENCED DETAILS AND SECTIONS. SLAB-ON-GROUND (EXTERIOR): F'C=4500 PSI, NVV SPACING -®- DENOTES A COLUMN ABOVE THE FLOOR ONLY. 2. TOP OF PLYWOOD IS 3/4" BELOW REFERENCE ELEV 0'-6"UNLESS OTHERWISE NOTED 6. TOP OF FOOTING IS AT[-0'-8] BELOW REFERENCE ELEVATION, UNLESS OTHERWISE NOTED 10. STRUCTURAL SHAPES SHALL BE FY 50, UNLESS OTHERWISE NOTED. [XXX,�WHERE XXX IS THE DISTANCE ABOVE(+)OR BELOW (-)REFERENCE ELEVATION. [XXX]WHERE XXX IS THE DISTANCE FROM REFERENCE ELEVATION TO TOP OF FOOTING. CONNECTION PLATES SHALL BE FY 36, UNLESS OTHERWISE NOTED. 13. ALL GIRDERS AND TRANSFERS SHALL BE FLUSH BEAMS UNLESS NOTED"DROPPED". BOTTOM OF FOOTING IS TYPICALLY[-l'-9] BELOW REFERENCE ELEVATION WHERE TUBES SHALL BE FY 42, UNLESS OTHERWISE NOTED. 3. INTERIOR CONSTRUCTION CONSISTS OF ARCH FINISH OVER 3/4"(23/32")ADVANTECH FOOTING DEPTH IS NOTED IN SCHEDULES. ------------------ PS-2 SPAN RATING STRUCTURAL SHEATHING OVER 14" DEEP TJI 360-SERIES ENGINEERED 11. j INDICATES INTERIOR NON-LOAD-BEARING STUD WALL STRUCTURAL ENGINEER: WOOD JOISTS, LION IN PLANS. 7. CENTER FOOTINGS BELOW WALLS AND COLUMNS, UNLESS NOTED WITH DIMENSIONS LERA CONSULTING STRUCTURAL ENGINEERS IN PLANS. WEHRE RETAINING WALL FOOTING (RWF#)-SEE SCHED FOR DIMENSIONS. INDICATES INTERIOR LOAD-BEARING PARTITION WALL 40 WALL STREET, FLOOR 23 LVUS NOTED IN PLAN INDICATE 1.75"x 14"2.0E MICROLLAM LVL ENGINEERED FRAMING. NEW YORK, NY 10005 8. WALLS NOTED TW#WHERE"T" INDICATES THICKNESS IN INCHES. ISOLATED COLUMN INDICATES EXTERIOR LOAD-BEARING STUD WALL T: 212.750.9000 4. LOADBEARING EXTERIOR WALL CONSTRUCTION CONSISTS OF 2x6 DF#2 STUDS WITH FOOTINGS NOTED F#;WALL FOOTINGS NOTED WF#. SEE SCHEDULES FOR REINF. F: 212.750.9002 7/16"ZIP SYSTEMS INSULATED (R-3)WALL SHEATHING, LION IN PLANS. SEE SHEAR WALL (#)LVL INDICATES (#) 1.75"X14" 2.0E LVL BEAM. SCHEDULE FOR MORE INFORMATION. 1 2 3 4 5 6 7 8 - 1 l'- 10 7/8" 20'-9 1/4" 18'- 10 1/2" 24'-5" 18'-9 1/4" MEP ENGINEER: _ ____ KOLB MECHANICAL CORP. 20'-4 1/8", �r 24'-3 1/2" 11500 OLD SOUND AVENUE MATTITUCK, NY 11952 r N M o co. T: 631.298.5527 F: 631.298.5534 m m m co! m m m, m W Z -� SEPTIC DESIGN: BRIDGEWATER ENVIRONMENTAL PO BOX 1375 SOUTHAMPTON, NY 11969 w T: 631.268.4434 v WL Al-1 WL A1-4 - CONT 1.75xl4 LSL RIM AT (EXT) --- SWL A1.2 (PANEL) -' - -- _- _ _ SWL A1.3(PANEL) - - - (EXT) PERIMETER OF ALL EXT - --- - ---- - ' r - -- - - - - -- -- - - - r r _ m WALLS,TYP n BRACED WALLLINE (BWL)-A r ^; - - r----- -- ----- - - - - ------------------------ - --- -- -- - , r ^ -------- T ------- --------------------- -- Jw JW -� C\l I oo J ISTS 16'OC ' - - �- I S LA. 1-1 2)2 4 I (--( AN-L) -- POS P X _ --- - .I 04 rn 6" 4 G � II I `r 04• W JOISTS @ OIS- - " CONT 1.75xl4 LSL RIM AT w I\ ' Q 1 O 12 J, TJI 360- 14 PERIMETER OF ALL EXT Q m F= I I I__ -3/ " WALLS,TYP a. , � - ' � _ : \ I ; — CVO to Z I N U x `- . c, a � , I J I I I t I N ---- - r W :W N 1 ' .J I o -' a 3/4 I I I SWL B1-1 (PANEL) ; cr) cf) c) co O I =� ; N # DATE ISSUE j - ---- - - -- - - - - - - - - - - - - ---- - -- - - - - - - ►-- v �;- _ _ _ � OCT 8, 2021 ISSUED FOR BID - BWL-B r � - ------ -- ---- -- -- - - --- -- - I I i ------------ - 5114x 1/4PLPOS r �'/_51/4x51/4PSLPOST �� — __ — __ — _ — __ _ __ — —� I 7 1 11 i I , 1/4 x 1/4 PS POST (xl� 2) VL 1 7 x14+ 1/2' STL I -- --- - - JOIS�i S-@ 16" C - - T 3/4" 1 --2' 8��_ I ao I o o a I cfl co o I co r) B 1 -� m N N w ; I I �._ -^_- ..__�_ - -- - --= - -- --—--- \ I ' J _ W Z r I .� SWL C1 3 PANEL (EXT) rc BWL-C ----------------- ---------------------------- _ -- --- ------ --- --- - - -- --- --- -- - - J � ' ' w W Lu -� �- -- - - -J -- -- ---- -- -- -- i - ----- - - - - - - - - - - O ._ [V ; BP03 - BP04 I - „ . - - --- -- I--- — — — ———--- --- r BWL-D c Nr I Pipe -1/2ST �-;- - - ---- - ---- - - - -- - - - - - - - - - --,- T -- -- ---- ---- - - --- -- - - - -- -- --- - - - -- -- -- - - - ---1 — — — n---------1—I---------- ----- ire / 00 J ; I —Pip 3-1/2S D r °r I ; r ,^ SWL C1-1 (PANEL) SWL C1-2(PANEL) I I I I i I I _ I Mw U) 1 ° I ; JZ I I I I J Q I I - I , tea I- L 1 � L I 1 t�tt 4- -- I I I L 1 - - - -3 14 TJI 360 @ 32 O.C. II i ^ I I I I I BLOCKING FOR TWO BAYS, cf, As- I I _ _ I_ I _ _ _ _ _ ---j MIN TYP AT END WALLS. NO L V' I I Q 12" C I I I I - I SHOWN AT ALL LOCATIONS (n I I ,� M I I N � I / � tJJ^� L _ I � Z r M � ' I I M _ _ _ __ U BWL-E J W' --------------------------------- \; J C - - -- _--- - - _ _--- _ -- - - — _ _ � , � -1 O - --- - - - - - - - - -- -- -- -- - - - J I J N SWL E1-1 (PANEL) WL E1-2 CONT 1.75xl4 LSL RIM AT ; X C� �' N (EXT) PERIMETER OF ALL EXT I z \ \,\\\ , m WALLS,TYP r I SEAL & SIGNATURE: A JOISTS 16" C J IST -@ 1_ "OC 1 I S500 �� A� YO 2-LVL 14 �.�' ���� ' SF - T 1Ni 062831 c*4 I I y �,� RopEsst Jw., , L - -- - --- -- ---- _-- ----------------------j _ BWL-F __ SWL F1-1 (PANEL) WL F1-2 NFH (EXT) CONT 1.75xl4 LSL RIM AT I PERIMETER OF ALL EXT NORTH FORK HOUSE WALLS,TYP 5050 NASSAU POINT ROAD, CUTCHOGUE,NY 11935 I REFERENCE/ I _ REFERENCE LEVEL LEVEL ELEV SURVEY ELEV T.O.ROOF PARAPET 22'- 10 3/4" 112.896 T.O. ROOF JOIST 21'- 10" 111.833 FL02 TO PARAPET 12'- 10 5/8" 102.885 FL02 FFL 2ND FLOOR 11'-5 3/4" 101.479 FIRST FLOOR FRAMING PLAN ------- ------ - FL02 T.O. PLYWOOD 11'-5" 101.417 PROJECT NO: P1242 / 17014 FL01 FFL 1ST FLOOR 0'-6" 90.5 FLO1 T.O. PLYWOOD 0'-5 1/4" 90.438 SCALE: I/4" = ERA ! ------- --- -I -- - -- FFL GROUND 0'-0" 90 DRAWING BY: LERA CHECKED BY: PLH _ FL00-FFL CRAW_LSPACIE ___-4'-9 3/4" 85.188 FIRST FLOOR FRAMING PLAN © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG No: FL00-FFL BASEMENT --9'-5 3/4" 80.521 A 1/411 _ 11_011 WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS LEVEL ELEVATION 0'-0- SURVEY ELEV 90.0' PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL siol AND THE INSCRIPTION 'ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THIS DRAWING IS ONLYWCID FORT ONSTRUCTIOIl,131DD1NG;OR GOVERNMENT AGENCY REVIEW 1F SAIDORAWING-BEARS-WORIGINACSTAMPING-OF THESEAL OFTHEARCWMCTWHOSE SIGNATURE APPEARBFIEREON:-THIS-DRAWING IS THE PRODIICT OF SERVICE ANDZSTHE A uKt rC:1T 10T0bE OSED ONLY FOR THE PROJECTNOTED REREIR REUSE OF TRfS DRAWINGFOR ANYPARTTHEREOFFOR dTNER PROJECTOR ALTERATION-OR EXTENSION OFTHIS PRGJECTIS-PROHBn ED WrWOUTTHE WR1TTEU PERUIISSTON-DF-STUDIO GOETZ-ARCHTECTURE PC. ANYUNAUTHORRED REUSES A VIOLATION OFUS:COPYRIGHT LAW-UNAUTHORIZED ALTERATfONS_T(YTH1S-DRAWIt1G15 A VfOLATfOFdOF`SECTION7209-(2)OF THE NEW Y)RK STATE EDUCATION CAW. NOTES: ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 1. REFER TO: 5. SHEATHING SPANS SHORTER DIMENSION BETWEEN BEAMS AND JOISTS. 8. COLUMNS OCCUR BOTH ABOVE AND BELOW THE FLOOR UNLESS 92 MORNINGSIDE AVE, #4D DRAWINGS SOXX SERIES FOR GENERAL NOTES, STANDARD WOOD JOIST FRAMING NOTED THUS IN PLANS: OTHERWISE NOTED. NEW YORK, NY 10027 ABBREVIATIONS,AND DESIGN CRITERIA. DRAWINGS S4XX SERIES FOR TYPICAL DETAILS AND SCHEDULES. SIZE,TYP DENOTES A COLUMN BELOW THE FLOOR ONLY. T: 212.707.1105 DRAWINGS S5XX SERIES FOR REFERENCED DETAILS AND SECTIONS. SPACING -®- DENOTES A COLUMN ABOVE THE FLOOR ONLY. 2. TOP OF PLYWOOD IS 3/4" BELOW REFERENCE ELEV 11'-5 3/4" UNLESS OTHERWISE NOTED 6. STRUCTURAL SHAPES SHALL BE FY 50, UNLESS OTHERWISE NOTED. [XXX,]WHERE XXX IS THE DISTANCE ABOVE(+)OR BELOW (-)REFERENCE ELEVATION. CONNECTION PLATES SHALL BE FY 36, UNLESS OTHERWISE NOTED. 9. ALL GIRDERS AND TRANSFERS SHALL BE FLUSH BEAMS UNLESS NOTED"DROPPED". TUBES SHALL BE FY 42, UNLESS OTHERWISE NOTED. 3. INTERIOR CONSTRUCTION CONSISTS OF ARCH FINISH OVER 3/4"(23/32")ADVANTECH -- ---------- - PS-2 SPAN RATING STRUCTURAL SHEATHING OVER 14" DEEP TJI 360-SERIES ENGINEERED 7. INDICATES INTERIOR NON-LOAD-BEARING STUD WALL STRUCTURAL ENGINEER: WOOD JOISTS, UON IN PLANS. LERA CONSULTING STRUCTURAL ENGINEERS INDICATES INTERIOR LOAD-BEARING PARTITION WALL 40 WALL STREET, FLOOR 23 LVUS NOTED IN PLAN INDICATE 1.75"x 14"2.0E MICROLLAM LVL ENGINEERED FRAMING. NEW PORK, NY 10005 INDICATES EXTERIOR LOAD-BEARING STUD WALL T: 212.750.9000 4. LOADBEARING EXTERIOR WALL CONSTRUCTION CONSISTS OF 2x6 DF#2 STUDS WITH F: 212.750.9002 7/16"ZIP SYSTEMS INSULATED (R-3)WALL SHEATHING, LION IN PLANS. SEE SHEAR WALL (#)LVL INDICATES(#) 1.75"X14"2.0E LVL BEAM. SCHEDULE FOR MORE INFORMATION. 1 2 D 51 V-10 7/8" 0'-9 1/4" 18'- 10 1/2" 24'-5" 18'-9 1/4" MEP ENGINEER: KOLB MECHANICAL CORP. 20'-4 1/8" 24'-3 1/2" 11500 OLD SOUND AVENUE �-. - - ---- ----- r --- MATTITUCK, NY 11952 N M Ln o I T: 631.298.5527 00 , I 631.298.5534 J >J >J >J >J >J >J>' —i m m in m m W —----- z MID-STORY LANDING SEPTIC DESIGN: SUPPORTED ON PARTIAL- Q BR DGEWATER ENVIRONMENTAL HEIGHT CLOSET WALLS BELOW PO BOX 1375 0 SOUTHAMPTON, NY 11969 W WL A2-1 WL A2-4 CONT 1.75x14 LSL RIM AT U ' -(EXT) - SWL A2.2(PANEL) - - - SWL A2.3(PANEL) - - - - _ - -(EXT) j- PERIMETER OF ALL EXT 1.268.44 4 m _ _ WALLS,TYP CA) BRACED WALL LINE (BWL)-A -- ; c -- - - N ; -LVL 14 ' J w J w , 2- VL 1 " J w' ; ' OPE O - B b1(V - t (1)LVL 14+ 1 1/4"RIM BOARD / \ I CONTINUOUS MINIMUM AND EXTENDING BEYOND ROUGH -- - - --- ---- - ; ; OPENINGS BY MINMUM BY CODE, N -- - -� - ---- -, I „ „ _� TYP UNOATALL WINDOW OPENINGS, -- -- - --- - r I I I I 1.75 x11 875 LVL \ , "v CONT 1.75x14 LSL RIM AT w -; I I co I I � 2- 14 \ ; z z - PERIMETER OF ALL EXT Q WALLS,TYP d N I ; \ `� N 1 _ c�1 ' __ _ J _ ____ -J J IS S ' " N - - „ - j \ , J J , I ch N ; -- - - - ---- -, I 12 ' J J w \ , i o , x vw \ I � o , a DATE-- - ISSUE--- -x cO \ \ "' I \ ----- — —;— I N , N SWL B2-1 (PANEL) I z \ I `. OCT 8, 2021 ISSUED FOR BID - - - -- -- - - - - - - - -- - - --- - - - — ---- - x F- BWL-B I ,�..... I I �, xl\ I . I I cA \' 77 - - \ - qt " _ M - ---- - - I i o b) , I o I i I ch --- cy I N \\ \\ \\ --- -- -- -- --- - ---- — — -- - -- I77, J , ti ^�- WI 00 (2 LVL�1.75xj,4+ 1/2"S L N ^ cv i ' Jw --2-LVL-14- - -- --=-C BWL-C Q � PLAE I � � W _ _ � w� � 2-L L 14 � CD) L1J- - � � �--- -- - - - BWL-D J ' \�Pi 3-112S Ppe3-112 T -� - --- -SWLC2-1 (PANEL)- - - - - - -- - - - - - - � - ----- --- - ---- SWLC2-2(PANEL) - -- � - - -_ ---- ----� 1IULC213 Ili � — CONTRACTOR'S OPTION � ' ' O c„ W EXT) I I TO USE LVL 1.75 x 18 AND U) ' - J z I I PROFILE ROOF BEAMS TO —� a - - - y _ - _ - - - PROVIDE GABLED ROOF W _ m SLOPE AT MID-SPAN. LLJ — co o II I I I O �--' z � I z DBL ROOF JOISTS FOR I ! EXTENT OF ROOFTOP W Q I F PLANTER REGION FOR r I _ - FULL SPAN OF JOIST,TYP W N i ; N I I 0 ! Z CE) BWL-E -' w' 2-LVL 1 ' J w -I I - ! o co co - — O - - I M c., -- -- -- -- -------- -- - - _ U O - -- - - - - - - - - --- - - - - --- -- - - - - - - - - - Iry CD M 3"HGH OI H H L — O SWL E2-1 (PANEL) WL E2-2' --- CONT 1.75x14 LSL RIM AT `-; N (EXT) PERIMETER OF ALL EXT - WALLS,TYP c�1 c� I I \ SEAL a SIGNATURE: II II JOIST BRIDGING OR OF NE CROSS-BRIDGING AT 8'-0 ��G �} j MAX OC FOR ALL ROOFS cD - I z J AND FLOORS,TYP I o BLOCKING AT SIDE WALLS f X v FOR TWO BAYS @ 24 ,TYP - I M u, E - - - - - - - o' 062831 gapESS10NP� 2-L L 1 BWL-F ---- ----- - -- - F -- ------- - -- ----- NFH CONT 1.75x14 LSL RIM AT NORTH FORK HOUSE / PERIMETER OF ALL EXT WALLS,TYP 5050 NASSAU POINT ROAD, CUTCHOGUE,NY 11935 REFERENCE/ REFERENCE LEVEL LEVEL ELEV SURVEY ELEV T.O. ROOF PARAPET 22'- 10 3/4" 112.896 T.O. ROOF JOIST 21'- 10" 111.833 _ FL02 TO PARAPET 12'- 10 5/8" 102.885 - SECOND FLOOR FRAMING PLAN FL02 FFL 2ND FLOOR 1 V-5 3/4" 101.479 -- - FL02 T.O. PLYWOOD 11'-5" 101.417 PROJECT N0: P1242 / 1704 FL01 FFL 1ST FLOOR 0'-6" 90.5 -SCALE_ v4' = r o FL01 T.O. PLYWOOD _ 0'-5 1/4" 90.438 DRAWING BY: LERA FFL GROUND - --0" — 90 - SECOND FLOOR F RAI'�I I N G PLAN © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG N0: BY: -- - - -- PLH FL00-FFL CRAWLSPACE -4'-9 3/4" 85.188 --- FL00-FFL BASEMENT -9'-5 3/4" 80.521 PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL S102 - _/4 - ��4„ __ 1,_0„ WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS LEVEL ELEVATION 0'-0= SURVEY ELEV 90.0' AND THE INSCRIPTION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. SORAWING I&ONLYVALIDFOR-CONSTRUCTION,BID[)ING.OR-GOVERNMENTAGENCYRE IEWIF SAID DRAWM-BEARS-ANDRIGTNAL-STAMPING OF THE SEACbFTHE-ARCHn-CT-WRUSE-STGNATURE-APPEUM-HEREON-TR"IUAVVWG-MTHE PRGDU=F SERVICE-AND IS THE PROPERTYOFSTUDIOGbETZARCAITECTUREPC:-[TIS-ME-USED-ONLYFOR-THEPROUECTIVOTE6 HEREIN. RFUSEOFTHIS URAw1NGTOR-AWY PART THEREOF FOR-ANY OTHER PROJECT-GR7CCTERATIGN-DR EXTENSIO"FTHISPR-OUECTIS-PRORMn6WITHODTTHEVORITTENPERIU[85n"T STUD[G-GCETZARCA[TECTUREPC:A V[OLATI GHTIIW-WAUTRORIZED ALTERATfbNS TO THIS DRAWINGTS-AVOCATION OF SECTIO 7209 j2)OF THE NEW Y RKSTATE EDUCATION LAVT. NOTES: NOTES: NOTES: REFERENCE NOTES: ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 1. REFER TO: 6. SHEATHING SPANS SHORTER DIMENSION BETWEEN BEAMS AND JOISTS. 10. ALL ROOF FRAMING, GIRDERS,TRIMMERS AND HEADERS SHALL BE FASTENED WITH A. LVL IS RIPPED AND PROFILED IN DEPTH TO MATCH THE REQUIRED INTERSECTION OF 92 MORNINGSIDE AVE, #4D DRAWINGS SOXX SERIES FOR GENERAL NOTES, STANDARD WOOD JOIST FRAMING NOTED THUS IN PLANS: MECHANICAL STRAPS,JOIST STRAP,TENSION FASTENERS AND COLUMN CAPS CAPABLE TWO ROOF SLOPES AND SHALL BE A CONTINUOUS PLY WITHOUT CUTS OR JOINTS NEW YORK, NY 10027 ABBREVIATIONS,AND DESIGN CRITERIA. OF RESISTING THE CODE-REQUIRED WIND UPLIFT AT ALL CONNECTIONS. CONNECTORS ALONG THE GIRDER SPAN.. T: 212.707.1105 DRAWINGS S4XX SERIES F'OR TYPICAL DETAILS AND SCHEDULES. SIZE,TYPE HAVE NOT BEEN DESIGNED FOR THIS PRICING ISSUE,SO ASSUME THE REQUIRED DRAWINGS S5XX SERIES F'OR REFERENCED DETAILS AND SECTIONS. SPACING UPLIFT RESISTANCE SHALL BE 425#PER JOIST AND THAT AT HEADERS AND FLUSH BEAMS, THE UPLIFT SHALL BE EQUAL TO 425#/25-FT" 1/2 OF THE JOIST SPAN SUPPORTED BY THE 2. TOP OF PLYWOOD IS AT REFERENCE ELEV 21'- 10" UNLESS OTHERWISE NOTED 7. STRUCTURAL SHAPES SHALL BE FY 50, UNLESS OTHERWISE NOTED. GIRDER AND TIMES 1/2 OF THE HEADER SPAN. [XXXI WHERE XXX IS THE DISTANCE ABOVE (+)OR BELOW (-)REFERENCE ELEVATION. CONNECTION PLATES SHALL BE FY 36, UNLESS OTHERWISE NOTED. TUBES SHALL BE FY 42, UNLESS OTHERWISE NOTED. 11. ALL GIRDERS AND TRANSFERS SHALL BE FLUSH BEAMS UNLESS NOTED "DROPPED". 3. ROOF CONSTRUCTION CONSISTS OF ROOF FINISH OVER 3/4" (23/32")ADVANTECH PS-2 SPAN RATING STRUCTURAL SHEATHING OVER MONOSLOPED 14"DEEP TJI 360-SERIES 8. (#)LVL INDICATES(#) 1.75"X14"2.0E LVL BEAM. ---------- - - ENGINEERED WOOD JOISTS, UON IN PLANS. PROVIDE RIPPED AND TAPERED 2x FRAMING STRUCTURAL ENGINEER: AT CRICKETS TO SLOPE TO DRAIN. FASTEN TO MONOSLOPE ROOF FRAMING BELOW WITH 9. COLUMNS OCCUR BOTH ABOVE AND BELOW THE FLOOR UNLESS LERA CONSULTING STRUCTURAL ENGINEERS SIMPSON A35 ANGLES @ 12"OC STAGGERED PER SIDE. CRICKET SHEATHING TO MATCH OTHERWISE NOTED. 40 WALL STREET, FLOOR 23 ROOF SHEATHING AND FASTENING. PROVIDE WATERPROOF TAPE AND FLASHING TAPE NEW YORK, NY 10005 PER HUBER DETAILS AT CRICKET AND ROOF SLAB TRANSITIONS PER MANUFACTUER'S ®- DENOTES A COLUMN BELOW THE FLOOR ONLY. T: 212.750.9000 WRITTEN REQUIREMENTS. F: 212.750.9002 -®- ! LVL'S NOTED IN PLAN INDICATE 1.75"x 14"2.0E MICROLLAM LVL ENGINEERED FRAMING. DENOTES A COLUMN ABOVE THE FLOOR ONLY. 1 2 3 4 5 6 7 g ----- ------ -- - - )20'-9 1/4" 18'- 10 1/2" 24'-5" 18'-9 1/4" MEP ENGINEER: KOLB MECHANICAL CORP. r' 20'-4 1/8" 5'-6 1/4" 11500 OLD SOUND AVENUE r MATTITUCK, NY 11952 T: 631.298.5527 F: 631.298.5534 DOUBLE ROOF JOISTS AT ALL ROOFTOP CONDENSER UNITS SUPPORTED ON { ROOF. SEE ARCH AND MEP SEPTIC DESIGN: DWGS FOR LOCATION OF BRIDGEWATER ENVIRONMENTAL PO BOX 1375 ROOFTOP UNITS NOT souTHAMPTON, NY 11969 SHOWN. CONT 1.75xl4 LSL RIM AT T: 631.268.4434 PERIMETER OF ALL EXT -- ----- -- -- -- -- -- --- ----- -------- --- - 2-LVL 14 A WALLS,TYP 2-LV 14 - I I I I I I ---------- ---------- 0 2 L� 14 p' I ———— — — 12-LVL 141 I I I I I I I I 1 1 1 2-LVL 14 1 I I 2 TJ 1 360- 14 1 _ - N I I I I I I I I I I � I CONT 1.75xl4 LSL RIM AT PERIMETER OF ALL EXT z I I I -- I I I I I I I o WALLS,TYP I I I ( - (2)TJI 360- 14" - 1 JOIST BRIDGING OR d I I I I II II I I I I I I CROSS-BRIDGING AT 8'-0 I I NI i -4 I I I I I J J MAX OC FOR ALL ROOFS � j j I I jl I ( AND FLOORS,TYP I " N v I I MI I TJI 360- 14" � 1 1 1 1 J J N M I I � I I I- I F N N #- DATE -- ISSUE BLOCKING AT SIDE WALLS FOR O BAYS,TYP OCT 8, 2021 ISSUED FOR BID M1 I L_ L—J RTW I 1 1 11 I DN --- 1 — — --- Fl I 1 1 \I t I I I \ \\ I I I I I 1 1 1 2-LVL 1 1 1 I I I I I _ I —---- --- —I---- -- ---- ---- — -- I— — — — —T — -- — (V ——————————————————————————————— - - — - - - - - - - - - - - - - - Z i O' clj --- — -- — -- — — -- -- — - - --I 2-LVL 14I ------------I 6 - - N6" I ------- oo ---� DE P LV PR FILE 18" - \P -V�- ROFI E \ ---- ----,--I---- --I----I----I \ . C � Lu 2-LVL 1 4LVL 4/18 (+5. „) ---- -------- - - -- 2-LVL14--- ---------- ---- ---- --- -------- - ---------� --- -- -- --- ------------------ - = --- -- -- --- -� (D) I �J I O W I i W I \ I Z �— Z W (D W OE - )-- --- -- --- ------- - ----------- �. - o ID I ______ ROOF FLOW _ _ +3"HIGH POINT - - -\ \ �' U O CONT1.75xl4LSLRIMAT E }----- ---- j _ PERIMETER OF ALL EXT \\ SE 102 // i N O i WALLS,TYP // 1 SEAL d SIGNATURE: I \ I OF EtIl I / \ in 1' A. SF pco 'P I Z N 06283� I\\`� j 90FESS►ONP ICJ TJI I N F H NORTH FORK HOUSE ( / 1 5050 NASSAU POINT ROAD, — CUTCHOGUE,NY 11935 I REFERENCE/ REFERENCE LEVEL LEVEL ELEV SURVEY ELEV T.O.ROOF PARAPET 22'- 10 3/4" 112.896 T.O. ROOF JOIST 21'- 10" 111.833 FL02 TO PARAPET 12'- 10 5/8" 102.885 _ ROOF FRAMING PLAN FL02 FFL 2ND FLOOR! 1 l'-5 3/4" 101.479 - - PROJECT NO: P1242 / 1704 FL02 T.O. PLYWOOD 11'-5" 101.417 � , FL01 FFL 1ST FLOOR 0'-6" 90.5 --------- — - - - - - - --- -- ----- - SCALE: 1/4" = 1'-0" FL01 T.O. PLYWOOD 0'-5 1/4" 90.438 --- -- —- - -- --- -- CHECKED BY: -- - RA O COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. -- NO: -- - FFL GROUND 0 -0 90 _ --- ----- - -- - -- - - --- DWG CHECKED DRAWING BY: LERA FL00-FFL CRAWLS ENT -4'-9 3/4" 85.521 ROOF F'RAM I N G PLAN_ [-- FL00-FFL BASEMENT- =9'-5 3/4" 80.521 A - - -- WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS LEVEL ELEVATION 0'-0=SURVEI'ELEV 90.0' PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEALS103 AND THE INSCRIPTION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. IS DRAWINGS-ONLYVADD-FOR CONSTRUCTION,-BTDDING,-ORGOVERNMENT AGENCYREVEW FSAID DRAQVING BEARSAN_ORIGINAL STAIGiPING OFTHEZEAUOFTHEARCNITECTWHOSE SfGNATUREAPPEARS HEREON-THISURAWING-IS THE PRODUCTOFSERVICE ANDISTHEPROPERT OFRTODf0-G0ETZ ARCAITECTORE PC-ITTSTOM-USED MLTFOR THE-PROJE SEZF THMZW WMG-FORAM PARTTHEREOFFOR-) 6TNEffPROJECTOR= OJECTT�-PROHIBITEDWMTOUT HMRPTEN PERMrSSION O=DT0�0ETZ ARCHITECTUREPC-ANYONAUTHORIZED-REQSEISAVMUVrMR OFUS-COPYRfGHTlAW.-[7htAUTHORIZED ALTERATIONS-TOTHIS-DRAWWG f5 A OU]MON OFSECTf"09(2)OFTHE NEW Y RK STATE EDUCAMNTAW-- `-- -"- ! ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #4D j NEW YORK, NY 10027 T: 212.707.1105 SEE PLAN &SCHEDULE SEE TYPICAL \ �� WALL DETAILS , SEE PLAN &SCHEDULE COLUMN FOOTING SCHEDULE FOR DOWELS FOR WALL REBAR UPPER FOOTING, CAP -- -- ---- / STRUCTURAL ENGINEER: AND KEYS OR BASE SLAB LERA CONSULTING STRUCTURAL ENGINEERS DIMENSIONS FOR PIT DO NOT CUT SOIL 40 WALL STREET, FLOOR 23 MARK W _ L D LONG SHORT REMARKS 4"MIN BELOW THIS LINE NEW YORK, NY 10005 T: 212.750.9000 F1 2' - 6" 2' - 6" 1' - 2" 3 - #6 3 - #6 #5@10 HL(HEEL LENGHT) D(DEPTH) LOWER FOOTING, CAP F: 212.750.9002 CONT UON z o orR OR BASE SLAB 0 �, � r> \ \ Z \ \/ \ FOR PIT I - a1 1 -0 1 \ \ - MEP ENGINEER:- --- -- - - - 211 4 L \ _ KOLB MECHANICAL CORP. M W _ ADD 3" MINIMUM CLR CLR 2 ��i��j��j�/��j��j� 11500 OLD SOUND AVENUE r�rrr� �r�rr MATTITUCK, NY 11952 AT UNFORMED 1'-0 T: 631.298.5527 SURFACES 0 _ F: 631.298.5534 SEE SCHEDULE BW(BASE WIDTH) `Y' Lb MIN WHERE REQ'D SEPTIC DESIGN: COLUMN REINFORCED WALL FOOTING (WF#) RETAINING WALL FOOTING (RWF#) OPTION 1 BRIDGEWAT R ENVIRONMENTAL PO BOX COLUMN - B•1 B•2 A.1 SOUTHAMPTON, NY 11969 ADD 3" MINIMUM BASE PLATE T: 631.268.4434 BASE PLATE AT UNFORMED (NOTE 5) (NOTE 5) SURFACES FOOTING CONTRACTOR'S OPTION - -- UPPER FOOTING, CAP - - N of TO USE SLOPED WALL OR BASE SLAB FOOTING 1,_0 FOR PIT ra on o I 1 NP DO NOT CUT SOIL q q i 0 1 -#5 4 BELOW THIS LINE LOWER FOOTING, CAP —, zo i OR BASE SLAB \ F R PIT LONG REINFORCING (BOT) - 1 #5 CONT 1�_0 1 \ \ SHORT REINFORCING (BOT) O 2 - LONG REINFORCING (TOP) N \ W SHORT REINFORCING (TOP) 2D 4H MIN i r NOTED IN PLAN (SHORT) AS SLOPE CAST FOOTING, CAP OR PIT SLAB PLAN SECTION A-A AGAINST UNDISTURBED ADD 3" MINIMUM AT # DATE 1ssuE EARTH UNFORMED SURFACES OCT s, 202I ISSUED FOR BID i NOTES: 1. AT RECTANGULAR BASE PLATES, UON, LAY OUT LONG DIRECTION OF B.3 STEPPED WALL FOOTING 6.4 SLOPED WALL FOOTING A.2 OPTION 2 FOOTING ALONG THE LONG AXIS OF THE BASE PLATE. 2. ELEVATIONS SHOWN IN PLANS OR DETAILS ARE TOP OF FOOTING ELEVATIONS. BOTTOMS OF FOOTINGS SHALL BE LOWERED WHERE TENSION - TENSION SPLICE ACTUAL SOIL BEARING CAPACITY REQUIRES A LOWER ELEVATION. SPLICE DOWELS TO MATCH CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER WHERE 2 ,-6 2'-6 TYP WALL VERTICALS THIS NEED ARISES. -TYP TENSION NOTES: �— 3. COLUMN AND FOOTING CENTERLINES SHALL COINCIDE UNLESS _ LD _ SPLICE WALL FOOTING 1. ALL OVER-EXCAVATION BELOW OR BESIDE FOOTINGS OR CAPS SHALL BE W 2-6 CORRECTED BY BACKFILLING WITH LEAN CONCRETE AS DIRECTED BY OTHERWISE SHOWN IN PLANS. GEOTECHNICAL ENGINEER AND ARCHITECT. 4. REFER TO COLUMN FOOTING SCHEDULE FOR REINFORCING. REBAR 0 PLACEMENT-BOTTOM LAYER- 1ST: BOTTOM LONG N/S, 1 2. CAST LOWER CONCRETE PRIOR TO CASTING UPPER CONCRETE. W 2ND: BOTTOM SHORT EM. TOP LAYER-3RD:TOP SHORT EM, 4TH: TOP LONG N/S - - 3 W 5. FOR BASE PLATE INFORMATION SEE SECTIONS AND DETAILS, BASE PLATE SCHEDULE AND BASE PLATE TYPICAL DETAILS. I— Z W (D U) W FOOTING FOR COLUMNS F# WHERE WALL FOOTING INTERSECTS z C WALL FOOTING INTERSECTION FOOTING, CAP OR MAT EXCAVATION TYPICAL DETAILS o :.5) B.6 A o SEAL & SIGNATURE: NOTES: WALL FOOTING SCHEDULE (WF#) - SEE B.1 DIAGRAM FOR VALUES 1. FOOTING DIMENSIONS ARE GIVEN IN PLANS, SECTIONS OR WALL OF NC11'1- FOOTING SCHEDULE. DIMENSIONS �P P���� A. sFspp� MARK W D LONG SHORT REMARKS ) 2. ELEVATIONS SHOWN IN PLANS OR DETAILS ARE TOP OF FOOTING ELEVATIONS. WF1 2 - 9 1 - 2 4 - #4 #5 @ 36 BOTTOMS OF FOOTINGS SHALL BE LOWERED WHERE ACTUAL SOIL BEARING WF2 1 2' - 0 1 - 2 3 - #4 1 #5 @ 16 ' ; CAPACITY REQUIRES A LOWER ELEVATION. CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER WHERE THIS NEED ARISES. °AR 62 s 31 A�� °F,;ssko�' 3. WALL AND FOOTING CENTERLINES SHALL COINCIDE, UNLESS OTHERWISE RETAINING WALL FOOTING SCHEDULE (RWF#) - SEE B.2 DIAGRAM FOR VALUES SHOWN IN PLANS OR DETAILS. _ _ DIMENSIONS (MM) REINFORCEMENT I 4. WHERE REQUIRED, NOT MORE THAN 50% OF LONGITUDINAL FOOTING BASE TOE HEEL DEPTH, REINFORCING STEEL MAY BE SPLICED AT ANY ONE LOCATION. PROVIDE MARK WIDTH, BW LENGTH, TL LENGTH, HL D P 0 Lb R REMARKS NORTH FORK HOUSE ( I TENSION SPLICE. --- - - --- --- -- — - -------- -- - -- ------ \ J RWF1 4' - 5" 1' - 3" 2' - 6" 1' - 3" 1 #6 @16" #6 @ 16" 6 - #6 T&B 5050 NASSAU POINT ROAD, - 5. STRUCTURAL PLAIN CONCRETE FOOTINGS ARE NOT PERMITTED. curcHocuE,NY 11935 i B WALL FOOTING DETAILS I FOOTING TYPICAL DETAILS PROJECT NO: P1242 / 1701, SCALE: DRAWING BY: LERA CHECKED BY: PLH © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG No: WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS S400 PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL AND THE INSCRIPTION "ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. i IS-DRAWINGISONLYVALIDFORCONSTRUCTION-BIDDING�RGOVERNMENTAGENCYREVIEWfF-SAMRAWN"EARS-AflORrG1t1ACST4MPI NG-OFTHE-SEAL-OF THE ARCHITECTWHOSE-SIGNATURE-APPEAR NGISTHEPRODUCTOFSEROCE-AND-ISTHE-PROPERTYOFSTUDIOGOETZARCHITECTURE-1'0.1TISTOBE-USED-ONLYFORTHEYRCJECTNOTEDHEREIN-REUSEOFTHISDRAWIRGFOR-ANYP J DTO-GOETZARCHITECTOREPC:AN7lWAUTHORIZEDREUSEIS-AVIOLATION�OFUS�OPYRIGHTUM-UNAUTAORIZEDALTERATIONS-TOTHISDRAWINGJS VK)LATIONCF-SECTION720912)-OF THE NEW YbRK STATE EDUCA-noN-LAW. ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #4D NEW YORK, NY 10027 T: 212.707.1105 CONTRACTION T-6 8" SLAB REINFORCEMENT, JOINT LLL ,D #4@12 SEE PLAN AND REINFORCEMENT 2" _ REBAR GRID 2'-0 BARS TO MATCH SCHEDULE IN DETAIL A. TERMINATE WHERE REQ'D SIZE&SPACING ALL BARS _ 1-#5 CONT MAX OF TYP SLAB REINF #5@12 STRUCTURAL ENGINEER: 3-6 80' Z ;- �o LERA CONSULTING STRUCTURAL ENGINEERS SLAB REINFORCEMENT, o �� 40 WALL STREET, FLOOR 23 SEE PLAN AND WHERE �� w • �- Z ��i ��`r�'��� NEW YORK, NY 10005 -J H>4 MATCH SLAB REINFORCEMENT ( UJ - CONTRACTION ~ w F: 212.750.9002 SCHEDULE IN DETAIL A. REINF; w #4@16 MIN) = JOINT cn 10-MIL VAPOR BARRIER SLAB REINF, 2�_0 DIAMOND-SHAPED LOAD SEE PLAN AND REINF Q- CRUSHED STONE MAX PLATES. SEE SPECIFICATIONS. COMPACTED -- -- --- -- - - • SCHEDULE IN DETAIL A. 1 3/8x4%%130112x4%%1301/2 PLATE NATIVE SOIL MEP ENGINEER: 1 AT 18"OC. KOLB MECHANICAL CORP. 1 11500 OLD SOUND AVENUE 2 NOTE: ALL SLABS ON GROUND SHALL BE REINFORCED WITH FIBERS OR REBAR MATTITUCK, NY 11952 CONSTRUCTION JOINT T: 631.298.5527 411 N (OR BOTH WHERE NOTED IN THE DRAWINGS).WELDED WIRE FABRIC IS F: 631.298.5534 36 i C'1 NOT PERMITTED. FOR FIBER DOSAGES SEE THE PROJECT SPECIFICATION l'-6 2T CONT 1'-4 SECTION 03300. MINIMUM REBAR GRID SHALL BE AS FOLLOWS: SLAB REINF,MIN 9"MIN SLAB REINFORCEMENT 1/4 SAWED JOINT SEE PLAN AND REINF , SEPTIC DESIGN: j SCHEDULE IN DETAIL A SEE PLAN AND REINFORCEMENT WITH JOINT FILLER BRIDGEWATER ENVIRONMENTAL SCHEDULE IN DETAIL A. DEPTH- PO BOX 1375 DEPRESSION <_ 10" DEPRESSION 10" < H <30" N Tl4 (1" MIN) SLAB THICKNESS REBAR GRID To631.268 4434NY 11969 Al D.1 - (T) D.2 <6" #3@12" CONTRACTION @ — - ----- - --- --- JOINT OVER 6"TO 8" #4 12" J2" 144 NOSING BAR LUBRICATED DOWEL BASKET TERMINATE OVER 8"TO 10" #4@16" 2'-0 ASSEMBLY. SEE SPECIFICATIONS. -- -~ MAX - EACH STEP 112x21/2x12 RECTANGULAR ALL BARS @ OVER 10"T012" #4 12" ' 314"CLR SLAB REINF, DOWEL AT 18"OC (TYP) SEE PLAN AND REINF DETAILED WITH COMPRESSIBLE SCHEDULE IN DETAIL A. CONTRACTION CONTRACTION MATERIAL TO PERMIT MOVEMENT JOINT JOINT SLAB REINF, PARALLEL AND PERPENDICULAR TYPICAL SECTION • 2'-0 2'-0 SEE PLAN AND REINF TO JOINT. MAX MAX SCHEDULE IN DETAIL A CONTRACTION AND REINFORCEMENT (TYP)' #4 JOINT A • �— ADD'L _2'-0_ SAWED CONTRACTION JOINT MAX .2 1 # DATE ISSUE 1 MIN COMPACTED IMPERVIOUS FILL OCT a, 2021 ISSUED FOR BID co � 2-#4 ~ ISOLATION JOINT GROUND _ _ 1'-0 CONT 1 • PROVIDE 112"PREFORMED SURFACE co __j 244 CONT (TYP) JOINT FILLER FOR FULL 1'-0 _ DEPTH OF SLAB. CONCRETE FILL o SEE ARCH DWGS FOR `o 1'-0 2-#4 CONT AROUND COLUMN CIRCULAR SHAPE AFTER FLOOR _co DAM PROOFINGNVATERPROOFING& INSUL. NOTE: REFER TO ARCHITECTURAL DRAWINGS FOR STAIR PROFILE. OPTIONAL IS CAST. aSLAB-ON-GROUND (1 -4) STAIRS D.3 SLOPE SEE TYPICAL DETAILS COMPACTED— SLAB STEPS AND SLOPES CONTRACTION OR GRANULAR ooze Qa "� Z D CONSTRUCTION JOINTS FILL Ga W WALL THICKNESS'W' 6"PERFORATED ui ISOLATION JOINT AT COLUMN Z DOWELS WHERE REQ'D C 3 `� 6" MIN STONE ALL D RRAIN OUNDS WITH IF CMU (POST-INSTALLED ANCHORS 6" MIN W AT 24"OC @WOOD WALL) ISOLATION JOINT, (NOTE 1 112" PREFORMED JOINT, Z NO SLAB j UNLESS OTHERWISE NOTED HERE L!J U FOUNDATION DRAIN • e c' W WALL 1 � B.1 � U ADDITIONAL XTYP 1 246 CONT N � _ o (W+12°) WHERE NOT `� Q z U, O SLAB ON GROUND PROVIDED IN PLANS o O NOTE: OR SEE PLA 0 R o - z SEE TYPICAL DETAILS _ — THICKENED SLAB ON GROUND (WALL ABOVE) co - SEAL & SIGNATURE: RE-ENTRANT CORNERS RESULTING FROM CONTRACTORS CONSTRUCTION E.1co cb c,uoi^b c.o -s-. 6 cb-'uoo,9-•uo-`-'b uu cF� s' U' oh-'oo og�o or Ell, SEQUENCE SHALL BE SIMILARLY REINFORCED. o a{ o� ' '��00. �O ,C f�OAR,OC � F,�o A. (E.3 RE-ENTRANT CORN ERS IN SLAB ON GROUND NOTE: WALL FOOTING REINF NOT SHOWN 6" PERFORATED DRAIN PIPE WITH 6"MIN STONE ALL AROUND. _ 6"MIN (NOTE 1) �pA` 06 �0Fcss ooA C.4 ISOLATION JOINT AT WALL 2-#5x4'-0 ADDITIONAL EA CORNER NOTES: SLAB DRAIN N F H B.2 i NORTH FORK HOUSE 1. CONTRACTOR SHALL USE SAWED CONTRACTION JOINTS. / OPENINGS IN SLAB ON GROUND E.2 5050 NASSAU POINT ROAD, 2. SPACING BETWEEN CONSTRUCTION OR CONTRACTION JOINTS IN EITHER DIRECTION NOTE: CUTCHOGUE,NY 11935 SHALL NOT EXCEED 20 TIMES SLAB THICKNESS OR 18 FEET, WHICHEVER IS LESS. PROVIDE CLEANOUTS FOR THE EASY FLUSHING OF ALL PIPE RUNS.ASPECT OF SLAB PANELS SHALL NOT EXCEED 1.5 ADDED REINFORCEMENT PANELS REINOT PERMITTED UNLESS SHOWN IN PLANS T01. L-AND T-SHAPED E 3. JOINTS IN TOPPING SLABS SHALL BE LOCATED DIRECTLY OVER JOINTS IN THE BASE SLAB. i JOINTS TYPICAL DRAIN DETAILS SOG TYPICAL DETAILS C B - - PROJECT NO: P1242 / 1704 SCALE: DRAWING BY: LERA CHECKED BY: PLH © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG NO: i WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS S401 PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL AND THE INSCRIPTION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. LDRAWING-fS ONLY VALID FORCONSTRUCTION,13111DINGI GOVERNMENT AGENCY REVIEW 1F SAID-DRAWING BEARS7AN-ORIGINAL-STAURNG OF TflESEAEDF7HEARCHITECT WHOSE SIGNATURE AP DRAWING7S-THE-PRODUCTOF SERVICE-AND IS-THE PROPERTY OF STUDIO�GO rARCHITECTUREPC.-ITISTOBEUSED ONLYFOR THE PROJECT NOTED-HEREIN_. tEUSE OFTHIS DRAWNGTOR-ANYPARTTHEREOT TOAANYOTHER-PROJECT 6R-ALTERATfOWOREXTENMWOFTAfSPROJECTTSPROAIBITED WMTOUTTHEWRITTENPERMISSION OF STUDIO-GOETZ ARCHITECTURE PC.-ANY UNAUTHORIZED REUSElEAVIOLATIO F US:CDPYR1GHTLAW-UNAUTRORIZED ALTERATIONff-TO THIS DRAWING IS A VIOLATON OFSECTION-72N j2J OF THE NEW Y RK STATEEDUCAT109 AW. i i i ARCHITECT: j STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #4D NEW YORK, NY 10027 T: 212.707.1105 MIN 3 WALL PROVIDE WATERSTOP PROVIDE SPECIAL VERTS AT 1l2 SCHEDULED SPACING (TYP) DOWELS TO FOR ALL EXTERIOR ROUGHENED LAP MATCH REINF AND BASEMENT WALLS CONSTRUCTION JOINT MINIMUM WALL REINFORCEMENT C BARS SLAB ABOVE a - - -- - STRUCTURAL ENGINEER: ALTERNATE N UNLESS NOTED OR SHOWN OTHERWISE,ALL SHEAR WALLS ARE TO BE �Ap BARS STD REINFORCED (AS A MINIMUM)ACCORDING TO THIS TABLE. 40 WALL STREET, FLOOR23RAL ENGINEERS � HOOK — NEw PORK, NY 10005 _ WALL HORIZONTAL VERTICAL T: 212.750.9000 a • • ~ THICKNESS BARS BARS LOCATION F: 212.750.9002 PLACE 2 • C BARS 6"AND UNDER #4 @ 9 #4 @ 12 CENTER LINE TO MATCH WALL VERTS - DOWELS TO MATCH - - TENSION 1 1/2" KEY x OVER 6"-8" #5 @ 11 #4 @ 10 CENTER LINE • HORIZ WALL VERT WALL REINF - ' AT HOOKS • • * MEP ENGINEER: REINF UNLESS OTHERWISE U SPLICE 12 @ 24 O.C. OVER 8 10 #5 @ 16 #4 @ 16 _ EACH FACE KOLB MECHANICAL CORP. MIN 2 WALL SHOWN IN DETAILS) OVER 10"- 12" #5 @ 14 #4 @ 12 EACH FACE 11500 OLD SOUND AVENUE 2 WALL VERTS AT C WHERE SLAB p MATTITUCK, NY 11952 LAP SINGLE BARSVERTSAT LAYER C BARS CONTINUES #7 AT HOOK o -� OVER 12"- 14" #5 @ 12 - #4 @ 11 - _EACH FACE-- T: 631.298.5527 � F: 631.298.5534 L_ P 1 WALL VERT ATHOOK — `" "' OVER 14"- 16" #5 @ 11 _ #4 @ 10 EACH FACE • — — OVER 16"- 18" #5 @ 9 #5 @ 14 EACH FACE CONSTRUCTION JOINT (VERT & HORIZ) - ----- -- • o- � TENSION SPLICE "_ " -@ - -- -- _--@ -- - ------------- ---------- n C. OVER 18 20 #5 8 #5 12 EACH FACE SEPTIC DESIGN: STD 90 I I 2#7 - ---- ---------- - ------------- ------ -- BRIDGEWATER ENVIRONMENTAL HOOK STD 90° OVER 20"-24" #5 7 #5 10 EACH FACE PO BOX 1375 DOUBLE HOOK • • _ KEEP SLAB SHORED - - - --��----- - @ - -- - —-— -- SOUTHAMPTON, NY 11969 LAYER C BARS UNTIL WALL ABOVE OVER 24"-28" #6 @ 9 #6 @ 12 EACH FACE T: 631.268.4434 TO MATCH HAS BEEN CAST ---- ------ - -- - -- ------ - — ---- REINFTHIS AND CURED OVER 28"-32" #6 @ 7 #6 @ 11 EACH FACE WALL NOT HORIZ WALL *OPTION TO REINF OVER 32"-36" #7 @ 9 #6 @ 9 EACH FACE SHOWN USE 2- I1BARS - - - — - ----- - - - -- - SLAB REINFORCING NOT SHOWN WHEN BARS ARE OVER 36"-40" #7 @ 8 #6 @ 8 EACH FACE LAP-TENSION SPLICE (1'-6 MIN) #5 OR LARGER WHERE CONCRETE POUR PROVIDE WATERSTOP OVER 40"-44" #8 @ 9 #7 @ 11 EACH FACE IS NOT INTERRUPTED AT FOR ALL EXTERIOR WALL INTERSECTIONS SLAB AND WALL INTERSECTIONS JOINT, USE REVEALSDEEP AND BASEMENT WALLS NOTES: VERTICAL REVEALS E.3 E• 314"CLR 1. VERTICAL REINFORCING SHALL BE CONTINUOUS FROM STRUCTURAL LEVEL 1"CLR IF WALL IS TO STRUCTURAL LEVEL, UNLESS OTHERWISE NOTED. EXPOSED TO SOILIr - 2. HORIZONTAL REINFORCING SPACING SHALL START AND END WITH NOT TENSION SPLICE (36" MIN) MORE THAN 1l2 THE SCHEDULED SPACING. F- 3. SPLICES IN HORIZONTAL REINFORCEMENT SHALL BE STAGGERED. —,- SPLICES IN TWO CURTAINS SHALL NOT OCCUR IN THE SAME LOCATION. TENSION 1l2 HORIZ SPLICE 4. TENSION SPLICES SHALL BE AS FOR SEISMIC TENSION SPLICES. WALL REINFORCING - SEE COLUMN SEE COLUMN REINF 5. SEE S403 FOR CONCRETE WALL REINFORCING SCHEDULE IF NOT OTHERWISE PROVIDED,ADD SCHEDULE SCHEDULE # DATE IssuE HORIZ BARS, SAME SIZE AND OCT 8, 2021 ISSUED FOR BID INTERIOR WALL REINFORCING NOT SOR PIERHOWN. SPACING AS INSIDE FACE. TENSION ADD#4 @ 16 VERTICAL. SPLICE MINIMUM WALL REINFORCEMENT A C 2 CONTRACTION JOINT TERMINATE AM:: SHAPED 2„ DIMENSION GIVEN IN DRAWINGS TER WALL (OR PIER) INTERSECTION 211 BARS TO MATCH INCREASE SCHEDULED AT WALL RETAINING EARTH - HORIZ BARS HORIZ WALL REINF DIMENSION TO PROVIDE EA WITH STD HOOKS WALL JOINTS EXTRA COVER FOR EXPOSURE TO EARTH PER ACI OR ALTERNATIVELY, STANDARD 900 HOOK SINGLE LAYER STEEL DOUBLE LAYER STEEL z WATERPROOF SURFACES EXPOSED TO EARTH. -T W SEE COLUMN SCHEDULE 112 SCHEDULED SPACING -- a , € 7bo O LAP ° 2° W 2 �- qsz 1 112" DEEP KEY, L INCHES LONG ( TENSION SPLICE UON > • WALL REINFORCEMENT @ 2L INCHES OC (6 < L< 12 ) I W AND SPECIAL ROUGHENED ! CONSTR JT i z NOTE: LAP-TENSION SPLICE. SPLICE ADD REINFORCEMENT WITHSIZE AND SCHEDULED WALL REINF (2'-0 MIN) AREA> (Asa)/2 213 T OF DOWELS TONG C7 ON EACH SIDE(245 MIN). TOP OF FOUNDATION MATCH WALL O W (FOOTING OR CAP) VERTICALS, LION Z ADD 1-#5 x 6-0 FOR EACH — CHANGE IN WALL THICKNESS SEE COLUMN SEE COLUMN LAYER OF WALL REINFORCING COVER SCHEDULE SCHEDULE C A EACH CORNER. OMIT THESE *NEED NOT EXCEED THE LARGER OF (LD OR 18"). PROVIDE Q' O BARS WHERE SPECIAL STD HOOKS AT ENDS WHERE* IS LESS THAN THE LARGER OF LAP _ • ® • REINFORCING IS SHOWN " SEAL a s1cNaTURE:—--- - (LD OR 18 ). STANDARD 900 HOOK r - IN DETAILS. • \4 FOR BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE 2" 2" 2" TERMINATE INTERRUPTED WALLS THAT HAVE AN EDGE WITHIN ONE-HALF THE FOOTING DEPTH OF N[Fo/ BARS OF SINGLE LAYER FROM AN EDGE OF THE FOOTING PROVIDE CONFINED REINFORCEMENT ������� A. sFY0 WITH A STANDARD HOOK. HOOP&CROSSTIES BELOW THE TOP OF THE FOOTING. `�' SEE TYP WALL ENDS DETAI\C — IN ( ) ADD AT INTERRUPTED BARS SEE SCHEDULE FOR SIZE&SPACING. * 1 1/2"CLR TO TIES DOUBLE LAYER $SPED ,� j �, � w LAP BARS TO MATCH WALL 16. ? REINFORCING; PROVIDE TENSION ��o D 6 2 8 31 WALL-COLUMN INTERSECTIONS SPLICE. DOWEL AND KEY AR01-ESS0N�� NOTE: LAP=TENSION SPLICE. E.Z ADD REINFORCEMENT WITH B AREA> (A s )12 ON EACH SIDE (245 MIN). N F H WALL OFFSET /\ NORTH FORK HOUSE E• I 5050 NASSAU POINT ROAD, WALL INTERSECTIONS, CHANGE IN CUTCHOGUE,NY1,935 WALL THICKNESS AND WALL OFFSET ----- - -- E - WALL OPENING REINFORCEMENT D CONCRETE WALL TYPICAL DETAILS PROJECT NO: P1242 / 1704 SCALE: 1/4" = 1'-0" DRAWING BY: LERA CHECKED BY: PLH © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG No: WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS S402 PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL AND THE INSCRIPTION 'ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. I SDRAWING IS ONLYVALIDFOR CONSTRUCTIOW13TOING,DR GOVERNMENT AGENICYRE`JIEW TFSAID DRAWINGBEARS-ANTORIGINACSTAMPING OF THE-SEAL-OF THEARCHITECTWHOSE SFWTURE-APPEARS HEREON-rH[S-DFU WIIIGIS THE-PRODUCT OFSERVICE-AND ISTHEPROPERTYOFSTUDTO GOETZARCHITECTUREPC-IT ROUECTNOTED-HEREIN-REUSE-OFTHfS-DRAAWWR FOR ANYPART THEREOFFORANY OTHER-PRoJFci OR ALTFRXI i ORFXTFNgiuNUFI IS PROJECTTS_PRGAIB SSTON OFBTUDTO-GO=ARCHITECTOREP"NYUNAUTHORIZED REUSE(S-AVIOTATIONOFUS.-COPYRIGHT LAWT UNAUTHORIZEUAITERATTONS-TOTHIS DRAWING ISAVIOLATION-OF SECTION 7209(2)OF THE NEW Y RK STATE EDUCATION LAW. - — --- - --- --------------- - ---------- - --------------- - ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #4D NEW YORK, NY 10027 T: 212.707.1105 i I I #3@9 VERT. SEE W 244 CONT W W DETAIL A.2 FOR CURBS 2-#4 12" LAP ADD 2-#5 @ 3"OC TYP WALL REINF STRUCTURAL ENGINEER: EXTEND REBAR TO CENTER LERA CONSULTING STRUCTURAL ENGINEERS OVER SLAB ON METAL LINE OF NEAREST FLOOR CONT #3@12 #4 16 TOP TYP VERT REINF (EACH END) 40 WALL STREET, FLOOR 23 DECK. @ MIN 2 BARS NEW YORK, NY 10005 BEAM OR 1.3 LD,WHICHEVER #3@12 VERT. ( ) T: 212.750.9000 11 @ #3@6 HORIZ. IS GREATER(TYP) ,— #3@6 EF HORIZ #3@12 VERT F: 212,750.9002 '2L " CV #3 @ 6" - -- --- - -- -- I I I I ( MEP ENGINEER: 7 °o 1 1 I I I I I I i I j KOLB MECHANICAL CORP. COVER I I I ADDITIONAL TOP AND I I I I ADDITIONAL TOP AND I i I ADDITIONAL TOP AND 11500 OLD SOUND AVENUE I I I BOTTOM SLAB REINF I I I I i MATTITUCK, NY 11952 (TYP) L-- J TO MATCH CURB L—__J BOTTOM SLAB REINF I____I BOTTOM SLAB REINF TO MATCH CURB TO MATCH CURB � T: 631.298.5527 EXTENDED CURB VERT VERT REINF(TYP) VERT REINF (TYP) VERT REINF(TYP) F: 631.298.5534 REINF INTO CONCRETE 244(TYP) F.1 SINGLE LAYER STEEL BEAM BELOW(TYP) SEPTIC DESIGN: IF CONCRETE BEAM BRIDGEWATER ENVIRONMENTAL BELOW(TYP) PO BOX 1375 SOUTHAMPTON, NY 11969 T: 631.268.4434 TYP VERT REINF TYP WALL OPTION TO USE C FOR E"<W<8" FOR 8" <W< 16" FOR W> 16" (MIN 2 BARS ADD 2-#5 REINF TIES AS SHOWN IN j EACH FACE) (EA END) WALL END DETAILS - FLOOR CURBS NOT SUBJECT TO SPECIAL LOADING TIES#3@6° 2'-1To4'-0 H.1 UPTO2-0 j I 1/4"SAWED JOINT WITH JOINT i II FILLER DEPTH =T/4 (1" MIN) F_2 DOUBLE LAYER STEEL w o PAD REINF TERMINATE ALL 24" LAP a m BARS AT JOINT CIL F_ # DATE ISSUE #5@12 #5 CONT AT OCT 8, 2021 ISSUED FOR BID SEE ARCH DWG- EACH EDGE SMALL WALL SECTIONS (8"MAX) m cn #5@ 12 EACH SIDE 2" 2" ADD 245 @ 3"OC I Z NOTES. W 1. SPACING BETWEEN CONTRACTION JOINTS IN EITHER DIRECTION SHALL NOT EXCEED L C:) �-- 24 TIMES THE PAD THICKNESS OR 18 FEET,WHICHEVER IS SMALLER. TERMINATE HORIZ BARS WITH J W I STD HOOKS > W SAWED CONTRACTION JOINT IN SINGLE LAYER STEEL ISOLATION/HOUSE KEEPING PADS ISOLATION/HOUSEKEEPING PAD G.1 w CD W NOTES: U o 1. FOR SIZE AND LOCATION OF CURBS AND PADS SEE ARCHITECTURAL, MECHANICAL ADD 245 OR VERT REINF O AND STRUCTURAL DRAWINGS. GIVEN IN PERTINENT DETAILS, �_SEAL a SIGNATURE: ---- WHICHEVER IS LARGER ADD C-SHAPED 2. FOR CURBS SUBJECT TO SPECIAL LOADING, SJCH AS ATTACHEMENT OF BARS TO MATCH FACADE COMPONENTS AND MEP EQUIPMENT,SEE SPECIAL DETAILS. HORIZ WALL REINF �ti OF NEW}- 3. ROUGHEN SURFACE OF SLAB (MIN 1/4"AMPLITUDE),CLEAN THOROUGHLY AND TENSION APPLY EPDXY BONDING COMPOUND IMMEDIATELY BEFORE CASTING CURB OR PAD. SPLICE 4. FOR CURBS PROVIDE CONSTRUCTION JOINTS AND CONTRACTION JOINTS AS FOR WALL CONSTRUCTION. SEE WALL TYPICAL DETAILS. ��A B 28 3 �� CONCRETE WALL SCHEDULE RQF�S S 4NP� -- - -- - - --- - ---- — ---- TYPICAL DETAILS. 2 DOUBLE LAYER STEEL -------------- - - - TYPE WALL -- -- --- -- 5. BEND HORIZONTAL BARS AT CORNERS AS FOR WALL CONSTRUCTION. SEE WALL G MARK WIDTH (IN) VERT BARS HORIZ BARS REMARKS - -------- ----- - 8W1 8" #5 @ 14" CL #5 @ 10" CL N F H 8W2 8" ----- #7 @ 14" CL #5 @ 10" CL ------------ --- NORTH FORK HOUSE CONCRETE CURBS AND 5050 NASSAU POINT ROAD, \ / ISOLATION/HOUSEKEEPING PADS WALL ENDS CUTCHOGUE,NY 11935 H G - - CONCRETE WALL TYPICAL DETAILS PROJECT NO: P1242 / 1704 SCALE: 1/4" = 1'-0" DRAWING BY: LERA CHECKED BY: PLH © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG NO: I WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS S 0PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO TIHE ITEM HIS SEAL AND THE INSCRIPTION 'ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. IS DRAWINGTSONLYVALI6FOR CONSTRUCTION,BIDDING.OR-GOVERNMENT-AGENCY REVIEW IFSAID DRAWING-REARS-AN DRIG19AE-STAMPTUGZFTHE-SEAL-OF-rHE-ARCHffECTWHOSE-SIGNATUREAPPEARS HEREON.THIS D SERVECEAND fSTHE PROPERTY OF STODiO 00ETZ ARuKt t1u. 11 16 1 u bt IR EUSE OFTHIS-DRAWING FOR ANY PARTTHEREOFTUR AWOTHER PROJECT OR-ALTERATION-OR-EXTENSIOWOFTHIS PROJECTIS-PROHISITEDIWITflOUTTFEOVRITTEN�ERFAISSiON-OF BTCJDTO GOETZ-ARCHITECTURE-PC..-NYURAUTHORIZED-REUSETS-AOfOLATION-OFUS--COPYRFGHT LAW UNADTRORREDALTERATIONS- 0-MUDRAWING IS-AVIOLATION OF SECTION 7209(2)OFTHENEWY RKSTATEEDUCATION LAW. ---- -- ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #4D NEW YORK, NY 10027 T: 212.707.1105 MINIMUM WELD SCHEDULE BASE PLATE(BP)SCHEDULE BASE PLATE DIMENSIONS(IN) MATERIAL THICKNESS OF MINIMUM WELD STRUCTURAL ENGINEER: �a �a MARK LERA CONSULTING STRUCTURAL ENGINEERS B N T T GROUT ASYMMETRIC BP DIM. ASYMMETRIC BP DIM. ANCHOR BOLTS COUNT REMARKS THICKER PART JOINED 40 WALL STREET, FLOOR 23 B LEFT B RIGHT N LEFT N RIGHT NEW YORK, NY 10005 _BP01 8 8 _ _ 3/4 _ 1 1/2 _ i 3/4"AND LESS 1/4" T: 212.750.9000 1 PROVIDE BP01 8" 8" 3/4" _ 1 1/2" _ — 1 F: 212.750.9002 STIFFENER PL FY50 BPo2 �° 10° 3/4° 1 1/2" 1 BP01 8" _ s" 3/4" 1 1/2" 1 _ _ _ OVER 3/4"TO 1 1/2" 5/16" EA SIDE OF WEB BP04 6 1/2" 2 1/2" 4" 6 1/2" 2 1/2" 1 4" 5/8" 1" 1 B P01 8" 8" 3/4" 1 1/2" 1 OVER 1 1/2"TO 21/4" 3/8" MEP ENGINEER: KOLB MECHANICAL CORP. - - -- -------- -—-- - - - 11500 OLD SOUND AVENUE OVER 21/4"TO 6" 1/2" MATTITUCK, NY 11952 T: 631.298.5527 F: 631.298.5534 OVER 6" 5/8" NOTES: SEPTIC DESIGN: PROVIDE DECK SUPPORT 1. FOR ANCHOR BOLTS SEE TYPICAL DETAILS A.2 AND A.3, LION. NOTES: BRIDGEWATER ENVIRONMENTAL PO BOX 1375 1 1/2" AS REQ'D 1. UNLESS OTHERWISE NOTED IN THE STRUCTURAL DRAWINGS,WELDS SHALL BE SOUTHAMPTON, NY 11969 TYP 2. IF CONCRETE IS CAST TOO HIGH,TOP OF FOOTING SHALL BE BUSH-HAMMERED OF THE SIZE NOT LESS THAN GIVEN IN THE SCHEDULE. T: 631.268.4434 DOWN TO MAINTAIN 1" OF NON-SHRINK GROUT BELOW BAS-1 PLATE. TOP OF N I PL FY50 CONCRETE FOOTING SHALL BE CLEAN, SHALL BE FREE OF DEBRIS, SHALL BE 2. NOTATION IN THE DRAWINGS SHOWS"MIN"ASSOCIATION WITH THE -P 1 +i APPROPRIATE FILLET OR PARTIAL PENETRATION WELD SYMBOL. FOR EXAMPLE: SOUND CONCRETE AND SHALL BE SURFACE SATURATED BUT FREE OF STANDING WATER. ---------------- - + + MIN PP MIN 3. FOR LOCATION OF BASE PLATES SEE COLUMN SCHEDULE. THE MINIMUM WELD SIZE APPLIES TO THE LEG DIMENSION OF FILLET WELDS + 1 + AND TO THE MINIMUM EFFECTIVE THROAT OF PARTIAL PENETRATION GROOVE 4. STEEL CONTRACTOR TO PROVIDE METAL TEMPLATE TO FACILITATE THE ALIGNMENT WELDS. -�-II-}-i �' OF ANCHOR BOLTS. POST-INSTALLED DRILLED AND EPDXY, OR WEDGE ANCHOR -T CAN BE USED IN LIEU OF CAST-IN-PLACE ANCHOR ROD AT CONTRACTOR'S OPTION. 3. THE MINIMUM WELD SIZE NEED NOT EXCEED THE THICKNESS OF THE REQUEST INFORMATION AND ANCHOR DESIGN FROM STRUCTURAL ENGINEER. THINNER PART JOINED UNLESS A LARGER SIZE IS REQUIRED BY CALCULATED EXTEND BASE PLATE STRESS. I 1 > TO CAPTURE FLOOR FRAMING AS REQ'D 4. FOR BASE PLATE OF COLUMNS SEATED ON BEAMS, PROVIDE A MINIMUM OF 4-3/4"0 l N BOLTS, OR MORE WHERE APPLICABLE. REFERENCE DETAIL B.3. MINIMUM WELD SCHEDULE a-a A.1 NOTE: PROPORTION PLATES,WELDS,AND BOLTS FOR B 1 BASE PLATE SCHEDULE # DATE ISSUE FORCES SHOWN IN PLANS. OCT a, 2021 ISSUED FOR BID 1. WHERE SPECIFIED IN THE DRAWINGS AS X-APP, THE WELD SIZE OF PARTIAL PENETRATION GROOVE WELDS IS THE EFFECTIVE THROAT THICKNESS. TYPICAL BASE PLATES FOR (DIM PARALLEL TO B _ NOTE 1 NOTE 1 1 1/2" 2. THE REQUIRED DEPTH OF CHAMFER IN THE PIECES�TO BE WELDED IS COLUMNS SEATED ON BEAMS w _ _ SMALLER TUBE DIM) I DEPENDENT ON THE TYPE OF WELDING PROCESS,THE WELDING POSITION B.3 U, W AND THE INCLUDED ANGLE AT THE ROOT OF THE GROOVE AS FOLLOWS: co 0 o z LL NOTES: o w w _T - - J WELDING WELDING INCLUDED DEPTH OF CHAMFER j -j - -� c� o PROCESS POSITION ANGLE AT 1. ALL BASE PLATES ARE FY50 UNLESS NOTED. y z - - 0- ' - 0— - z_ z ROOF OF 2. TOP OF BASE PLATE ELEVATIONS ARE TO BE DETERMINED AS INDICATED 1 N ~ GROVE Z W � � ABOVE LION IN SECTIONS OR DETAILS. o 0 0 0 z ~ ~ �- BEVEL W � N - --- - 1 -2-IN SHIELDED ALL 400 TO 550 EFFECTIVE DEPTH + 1/8„ 3. N,B AND T IS GIVEN IN THE BASE PLATE SCHEDULE OR DRAWINGS. MIN _,e�/ MIN B B METAL ARC V-GROOVE O ------ EFFECTIVE DEPTH 4. T IS DETERMINED AFTER FINISHING. LEFT RIGHT 55°TO 70° w W WIDE FLANGE COLUMN TUBE COLUMN HORIZONTAL BEVEL EFFECTIVE DEPTH j OR FLAT 400 TO 550 UNLESS NOTED OR SHOWN OTHERWISE, PROVIDE BASE PLATE --- AND ACCORDING TO THIS TABLE: GAS METAL ARC VERTICAL OR BEVEL HOLES A OR OVERHEAD 400 TO 550 EFFECTIVE DEPTH + 1/8" H Z CL COL& BASE PL FLUX CORED ARC _ _ — _ _ W C-D MAX. HOLE MIN MIN ALL V-GROOVE EFFECTIVE DEPTH ANCHOR ROD PROVIDE PLATE WASHERS 550 TO 700 W DIAMETER, DIAMETER, WASHER SIZE, WASHER (SEE TABLE IN DETAIL A.5) BEVEL Z IN IN IN THICKNESS — EFFECTIVE DEPTH o TOP OF 1 BASE PL 40°TO 55° U � 'I u- SUBMERGED ARC FLAT --- - - - --- — O 3/4 15/16 3 3/8 CONCRETE �- 16 3 318 SEE PLAN - V-GROOVE EFFECTIVE DEPTH IL O ° ° 7/8 19/ TO 70 SEAL a SIGNATURE: W 1 1 13/16 3 3/8 o 1 1/4 21/16 3 1/2 0 w W ANC w W X, p� NEw Y cn o w �(/ o w INCLUDED t�' �E� A. s Q 1 ---- -- --- "- '9N CFO = U- q ANGLE - 1 112 -_- - 2 5116 - -3112 1l2 WELD NUT TO w = is T`F LL' = o C) Up� o c0 �FITUP l! 1 3/4 2 3/4 4 5/8 THREADED ANCHOR ' * � , z -- ROD. 4-314 0 ANCHOR ROD, 2 31/4 -5 - ---- - — 314 ASTM F1554 GRADE 55. \ / i �oAR 0 6 2 01 P�� GF�ss 21/2 - - - 3 3/4 5112 - - 718 NOTES: �oc� 1. CONTRACTOR TO COORDINATE LOCATION OF ANCHOR RODS TO MEET AISC BEVEL V- G RO O V E PROVISIONS FOR MINIMUM EDGE DISTANCES, PLATE(MASHER CLEARANCES, A i F LJ NORTH FORK HOUSE I AND ENTERING AND TIGHTENING CLEARANCES. �V fl B 4 BASE PLATE HOLES AND WASHERS / l / 1 BASE PLATES FOR W COLUMN SHAPES A 2 PARTIAL PENETRATION GROOVE WELDS 5050 NASSAU POINT ROAD, CUTCHOGUE,NY 11935 B 2 UP TO 211 PLF AND FOR TUBIE COLUMNS BASE PLATE SCHEDULE AND TYPICAL DETAILS WELDS B (:A) STEEL TYPICAL DETAILS PROJECT N0: P1242 / 1704 SCALE: 1/4" = I'-O" DRAWING BY: LERA CHECKED BY: PLH © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG NO: WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS S404 PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE (ITEM HIS SEAL AND THE INSCRIPTION ALTERED BY FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. HIS-DRAWINGTS-ONLYVALID FOR OONSTRUCTIONjUDDING;-OR GOVERNMENT AGENCYREVIEW IF SAIDDRAWINGBEARSAN ORTGTNAUS WHOSESIGNATURE APPEARS-HEREOITTHIS-DRAWINOTSTHE-PRODUCT-OF-SERVICEANDISTHE PROPERTY-OFSTUDI6GOETZARCHITECTUREPC.TISTO SE-USED70NLY FORTH S-DRAWING-FOF; ANY PART T14EREOFFORANY dTRERPROJECTOR ALTERATION-OR_ERTENSTON_0FTHIS- MITE D WRRO TZARCHITECTURE-PC-ANY UNAUTHORIZED REUSEIS A WOLATION OF US.-COPYRIGHRAW.-UNAUTHORIZED ALTERATIONS TOTHISDRAWING TS AVIOLATION OF SECTTON7209(2)OFTHENEWY RK STATEEDUCA71OR LAW. ---- i CROSS SECTION END VIEW CROSS SECTION END VIEW ARCHITECT: PROVIDE SIMPSON STUDIO GOETZ ARCHITECTURE PC LTS20 TWIST STRAP 92 MORNINGSIDE AVE, #4D AT EACH ROOF JOIST NEW YORK, NY 10027 TO RIMBOAR AND T: 212.707.1105 _ STUD CONNECTION. -r - - FASTEN WITH 12 [CEILING CEILING MANU ACTURER'S PER 2x6 P.T. JOIST BOTTOM PLATE JOIST - - -- - -- — - - REQUIREMENTS. - — 2x4 BACKER STUD - — • STRAP TO BE ATTACHED TO HOLDDOWN W/ANCHOR - _ -- -- INTERIOR SIDE OF ROD, SEE SCHED STRUCTURAL ENGINEER: RIMBOARD TO TJI WEB 3x 2x6 STUDS LERA CONSULTING STRUCTURAL ENGINEERS • 40 WALL STREET, FLOOR 23 • STIFFENERS BOTH , SIDES OF WEB(TIGHT NEW YORK, NY 10005 TO BOTTOM FLANGE) T: 212.750.9000 SEE DETAIL F/S407. F: 212.750.9002 SOLID STUDS FOR HOLDDOWN �— ZIP SHEATHING, SEE - I— FASTENER REQS. SEE SCHED PLANS AND SCHED v) _ _ PROVIDE SIMPSON j -- / CS16 TENSION STRAP -- 2x6 END STUD AT EACH STUD MEP ENGINEER: - - - �____ CONNECTION TO KOLB MECHANICAL CORP. - -- FOUNDATION. FASTEN 4 STUD SHEARWALL CORNER DETAIL (2x6) 11500 OLD SOUND AVENUE --_----- WITH 20(0.148"X 2 1/2") NAILS PER MATTITUCK, NY 11952 T: 631.298.5527 --- MANUFACTURER'S F: 631.298.5534 • REQUIREMENTS. FLO Ro -- - FLLO T JOI T _ INSTALLED OVER 2x8 P.T. EXTERIOR SHEATHING, BOTTOM PLATE --- ------------------ INCREASE NAIL 2x6 BACKER STUD SEPTIC DESIGN: \ * LENGTH TO 3" LONG. HOLDDOWN W/ANCHOR BRIDGEWATER ENVIRONMENTAL ROD, SEE SCHED PO BOX 1375 `�- SOUTHAMPTON, NY 11969 3x 2x8 STUDS ° PROVIDE SIMPSON =a` T: 631.268.4434 CS16 TENSION STRAP j AT EACH STUD CONNECTION TO i FOUNDATION. FASTEN SOLIDSTUDS FOR HOLDDOWN ZIP SHEATHING, SEE WITH 20(0.148"X 2 1/2' FASTENER REQS. SEE SCHED PLANS AND SCHED _ NAILS PER SEE DETAIL B SEE DETAIL B _ ' MANUFACTURER'S 2x8 END STUD _ — — REQUIREMENTS. ------ ---- + RETURN STRAP - BENEATH BOTTOM 4 STUD SHEARWALL CORNER DETAIL (2x8) PLATE AND FIELD - - \ BEND+ FASTEN � FL OR FLOOR JOIST i \ _TYPICAL. EXTERIOR WALL FRAMING FASTENING *_71%�Al. EXTERIORWALL FRAMING+ WIND STRAPS STUD CORNERS W/ BACKER AND HOLDDOWNANTS NTS # DATE ISSUE OCT 8, 2021 ISSUED FOR BID GENERAL FRAMING FASTENING SCHEDULE - ROOF DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE OF FASTENER SPACING AND LOCATION ROOF JOIST TO TOP PLATE OR GIRDER 1 - 10d COMMON EA SIDE(A/S407) EACH END,TOE NAILED BLOCKING TO ROOF JOIST 2-8d COMMON EACH END,TOE NAILED BAND JOIST TO ROOF JOIST 3- 16d COMMON __ EACH END,END NAILED__ ` 2- 16d COMMON � @ 4"STAG EA,-'DE,TOE NAILED BAND JOIST TO TOP PLATE _ I GENERAL FRAMING FASTENING SCHEDULE -WALL NUMBER AND TYPE OF Z DESCRIPTION OF BUILDING ELEMENT FASTENER SPACING AND LOCATION w TOP PLATES AT_INTERSECT IONS 8- 16d COMMON EA SIDE OF JOINTS_@ 4", FACE NAILED TOP PLATE TO TOP PLATE 3- 16d COMMON - PER FOOT, FACE NAILED STUD TO STUD 2- 16d COMMON 12"O.C. FACE NAILED(SEE SW SCHED) Q HEADER TO HEADER 16d COMMON 8"O.C.ALONG EDGES,FACE NAILED(G/S407) _I TOP OR BOTTOM PLATE TO STUD 3- 16d COMMON PER STUD, END NAILED W BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2- 16d COMMON @ 6",FACE NAILED 1/16" BLOCKING uj _-__- _--__—_ — _-_- -- -_-- SOLID BLOCK ALL GENERAL FRAMING FASTENING SCHEDULE - FLOOR POSTS FROM ABOVE I- Z TO BEARING BELOW W V NUMBER AND TYPE OF W DESCRIPTION OF BUILDING ELEMENT FASTENER _ _ SPACING AND LOCATION U JOIST TO SILL,TOP PLATE O_R_GIRDE R 4-8 ,T _d COMMON EACH ENDO_E NAILED W BLOCKING TO JOIST 2-8d COMMON EACH END,TOE NAILED Z BLOCKING TO SILL OR TOP PLATE 3- 16d COMMON EACH BLOCK,TOE NAILED EACH -- LEDGER STRIP TO BEAM 3-16d COMMON EACH JOIST,FACE NAILED COMPRESSION BLOCKING TYPICAL DETAIL. � o JOIST ON LEDGER TO BEAM 3- 16d COMMON EACH END,TOE NAILED --- - - ---- --- --- --- -- - - - - NTS CD BAND JOIST TO JOIST 3- 16d COMMON EACH END,TOE NAILED BAND JOIST TO SILL OR TOP PLATE 2- 16d COMMON @ 4"STAG EA SIDE,TOE NAILED SEAL 8� SIGNATURE: — --- -------- ------- GENERAL FRAMING AND FASTENING SCHEDULE - SHEATHING - - - NUMBER AND TYPE OF - -- �Q��G OFNEtVA r0�o DESCRIPTION OF BUILDING ELEMENT FASTENER SPACING AND LOCATION F ROOF SHEATHING: ------ 0 �� / * OP -------- — ---- ----------- WOOD STRUCTURAL PANELS 10d COMMON 4"EDGE 16"FIELD16. '' "� cu WALL SHEATHING(MINIMUM, SEE SHEAR WALL SCHED)_ -------- — -- - ----------------- WOOD STRUCTURAL PANELS 16d COMMON 4" EDGE/6"FIELD,TYP SEE SWL SCHED 8 3� GYPSUM WALLBOARD NO.6 1-1/4"SCREWS 7"EDGE/10"FIELD,TYP,SEE SWL SCHED RGFE S S 1 O%P FLOOR SHEATHING: WOOD STRUCTURAL PANELS('I"OR LESS) _ 10d COMMON 4"EDGE/6" FIELD NFH --- ----- ---------- NORTH FORK HOUSE 5050 NASSAU POINT ROAD, --' CUTCHOGUE,NY 11935 WOOD TYPICAL DETAILS PROJECT NO: P1242 / 1704 SCALE: 3/4" - 1'-0" DRAWING BY: LERA i CHECKED BY: PLH ------------ ----- --- - ------ © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG NO: WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE I1fEM HIS SEAL S405 AND THE INSCRIPTION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. IS DRAWING fS OT�CYVACID FOR CONSTRUCT[OTTBIDDING;OR�OVERNMENTAGENCYREOIEWIF SAIDDRAWINGBEAREAN ORIGINAL STAMPING OFTHE SEACOFTHE ARCHITECTWHOSESIGrAIUREAPPEARS HEREON-THIS DRAVVINGISTHEPRODUCTOF SERVICE ARDTSTHEPR-OPERTY 6F S MO-GOETZ-ARCHn-CTUREPC:-ITIST6BEUSED ONLY FORTHEPROJECTNOTED REREN.-REUSEOFTHIS-DRAWINGFOR ANY PARTTHEREOFFOR-ANY ETHER PROJE=R ACTERATrON-OR-MENSTON-OFTHISPR6JECTTSPROAITE IBDWITHOUTTHE WRITTENPERMISSTO"F STUDIO GOETZ ARCHRECTURE PC.ANY-UNAUTHORIZEDREUSETS A-VKX-iTFON-OFUS�OPYRIGATLAW.UNAUTHORIZED AETERATION�TOTHISDRAWINDTSAVIOLATION OFSECTIOfN 7209(2)OF THE NEW Y6K STATE EDUCATION LAW. - 1 WOOD SHEAR WALL SCHEDULE ARCHITECT: 1) 2 3 4 5 6 7 - _ STUDIO GOETZ ARCHITECTURE PC MAX SILL ANCHOR MINIMUM TIE-DOWN PANEL NAILING 92 MORNINGSIDE AVE, #4D APPLIED TIE-DOWNS/ NEW YORK, NY 10027 WALL MARK SHEAR DESIGN BOLTS(F1554 SILL ANCHOR MINIMUM END-POST STRAPS SHEATHING (GALV BOX) REMARKS SHEAR GR36) THICKNESS ROD (EDGE/FIELD) T: 212.707.1105 WL WL WL 12-1, 12-3 NON-SHEAR 433 PLF - 2X - 3.0"MIN (2-2X) N/A 7/16"ZIP SYSTEM R-3 10d @ 4/12 -- - ----- -- A A#-1 SWL A#-2 SWL A#-3 A#-4 ----PLI - - - -- � � �� � � WL 11-1, 11-3 NON-SHEAR 433 PLF 5/8"0 @ 30"(2-MIN) 2X N/A 3.0"MIN(2-2X) N/A 7/16"ZIP SYSTEM R-3 10d @ 4/12 ' SWL 12-2 110 PLF 433 PLF - - 5/8"0 3 X 3 1/2 DBL-HDU4-SDS2.5 7/16"ZIP SYSTEM R-3 10d @ 4/12 (10) 1/4 x 2 1/2 SDS FASTENERS - --- SWL 11-2 300 PLF 433 PLF 5/8"0 @ 30" 2X 7/8"0 3 1/2 X 3 1/2 HDU8-SDS2.5 7/16"ZIP SYSTEM R-3 10d @ 4/12 (20) 1/4 x 2 1/2 SDS FASTENERS NZ ------- -- - -- - --- -------------- -- N Z zSTRUCTURAL F WL 22-1 NON-SHEAR 433 PLF - - N/A 3.0" MIN (2-2X) N/A 7/16"ZIP SYSTEM R-3 10d @ 4/12 LERA CONSULTING STRUCTURALENGINEERS N N -- --- -- ----- J =- WL 21-1 446 PLF 483 PLF 5/8"0 @ 30"(2-MIN) 2X N/A 3.0" MIN (2-2X) N/A 7/16"ZIP SYSTEM R-3 10d @ 3/12 _ 40 WALL STREET, FLOOR 23 * _ _ NEW YORK, NY 10005 OB - -- ------------------- -- - ,� SWL 22-2 175 PLF -433 PLF - _ - - 3 x 3 1/2 DBL-D_TT2Z 7/16"ZIP SYSTEM R-3 10d @ 4/12 (8) 1/4 x 1 1/2 SDS FASTENERS S T: 212.750.9000 Li SWL 21-2 600 PLF/0 BY BY SIMPSON 2X BY SIMPSON 3 1/2 x 5 1/2 HDU11-SDS2.5 OR BY 7/16"ZIP SYSTEM R-3 10d 2/6 " F: 212.750.9002 PLF SIMPSON SIMPSON @ (30) 1/4 x 2.5' SDS FASTENERS OR BY SIMPSON SWL C#-1 �., N WL SWL 32-1 285 PLF 433 PLF - - 5/8"0 3 x 3 1/2 DBL-HDU5-SDS2.5 7/16"ZIP SYSTEM R-3 10d @ 4/12 (14) 1/4 x 2 1/2 SDS FASTENERS C#-4 7/16 ZIP SYSTEM R-3 C 3 1/2 x 5 1/2 DF No.2 10d @ 2/6(EXT) 10d -I J SWL C#-2 SWL C#-3) �7 D SWL 31-1 660 PLF 860 PLF 5/8"0 @ 24"(3-MIN) 2X 1"0 POST OR B.U. HDU14-SDS2.5 (EXT)+ 15/32"STRUCT 1 4/6(INT) (36) 1/4 x 2 1/2 SDS FASTENERS MEP ENGINEER: U) � M - ---- -- - - --...__-- - (INT)_-_- -- - - KOLB MECHANICAL CORP. I - 11500 OLD SOUND AVENUE ------ - ------ ----- ----------- - MATTITUCK, NY 11952 M WL 32-2 NON-SHEAR 433 PLF - - - 3.0"MIN (2-2X) MST136 7/16"ZIP SYSTEM R-3 10d @ 4/ 12 (36)0.148 x 2 1/2 FASTENERS(TOTAL) - C? J N N - - - --- --- - -- ----- --- T: 631.298.5527 7/16 ZIP SYSTEM R-3 OE J �M _j J WL 31-2 NON-SHEAR 860 PLF 5/8"0 @ 30"(2-MIN) 2X N/A 3.0" MIN (2-2X) N/A (EXT) 10d @ 4/12 OR BY SIMPSON F: 631.298.5534 SWL E#-1 WL E#-2 -_ -_ _ -__ + 15/32"STRUCT I (INT) - U) BY BY SIMPSON +7/16"ZIP WL 42-1,42-3 940# SIMPSON BY SIMPSON BY SIMPSON BY SIMPSON BY SIMPSON SYSTEM R-3 10d @ 4/ 12 SIMPSON SSW24x8 SECOND-STORY WALLS SEPTIC DESIGN: I 1.1 BY BY SIMPSON +7/16"ZIP SIMPSON SSW24x8-STK FIRST-STORY WALLS ON CONIC BRIDGEWATER ENVIRONMENTAL WL 41-1,41-3 1,500# BY SIMPSON 2X BY SIMPSON BY SIMPSON BY SIMPSON 10d @ 4/ 12 N m SIMPSON SYSTEM R-3 FOUNDATION PO BOX 1375 J k .- _-_ _ J F - --------- - - - - - ---- - - ---- -- _- -- ---- -- -- SOUTHAMPTON, NY 11969 T: 631.268.4434 SWL F#-1 WL IWL 42-2 INT 115 PLF 250 PLF - - 5/8"0 3 x 3 1/2 DBL-HDU4-SDS2.5 15/32"STRUCT 1 EF+ (GWB)No.6 x 1 1/4 @ F#-2 ( ) _ 1/2"GWB EF 4E,@12F (10) 1/4 x 2 1/2 SDS FASTENERS; INT STAIR WALL L2 IWL 41-2(INT) 935 PLF 1204 PLF 5/8"0 @ 18" - 1"0 3 1/2 x 5 1/2 HDU11-SDS2.5 15/32"STRUCT 1 EF+ (PLY) 10d @ 4/12 (30) 1/4"x 2.5"SIDS FASTENERS; INT STAIR WALL L1 SWL E#-1 INDICATES WOOD STRUCTURAL PANEL AT: _ _ _ _ _ 1/2"_GWB_EF ! "-#" INDICATES WALL SEGMENT NUMBER ALONG BRACING LINE/GRIDLINE WL 52-1,52-3 940# BY BY SIMPSON - BY SIMPSON BY SIMPSON BY SIMPSON BY SIMPSON+7/16"ZIP 10d 4/ 12 SIMPSON SSW24x8 SECOND-STORY WALLS �- SIMPSON SYSTEM R-3 @ - #INDICATES FLOOR NUMBER(1 OR 2) - - - -- --- - -- - ------ -- - --- - ---- ---- ------ ----------------- BY BY SIMPSON +7/16"ZIP SIMPSON SSW24x8-STK FIRST-STORY WALLS ON CONIC WL 51-1,51-3 1,500# BY SIMPSON 2X BY SIMPSON BY SIMPSON BY SIMPSON 10d @ 4/12 I- ------- "E" INDICATES GRIDLINE(A-F, OR 1-8) SIMPSON SYSTEM R-3 FOUNDATION ------ ----- -SHEAR WALL KEY PLAN IWL 52-2(INT) NON-SHEAR - - - N/A 3.0"MIN (2-2X) LSTA24 EA SIDE EA GWB No.6 x 1 1/4 @ 4E, (18)0.148 X 2 1/2" OA END @12F 3/32" _ ��-0° IWL 51-2(INT) NON-SHEAR - - - - 3.0"MIN (2-2X) - GWB No.6 x 1 1/4 @ 4E, INTERIOR PARTITIONS AROUND FIREPLACE @12F IWL 3A2-2(INT) 54 PLF 180 PLF N/A N/A N/A 3.0"MIN (2-2X) LSTA24 EA SIDE EA 1/2"GWB EF No.6 x 1 1/4 @ 4E, (18)0.148 X 2 1/2" �,. END @12F PANEL FASTENED - _ ______----- ---------- SWL 61-1 435 PLF 433 PLF 5/8"0 @ 30" 2X 5/8"0 3 x 3 1/2 HTT5 7/16"ZIP SYSTEM R-3 10d @ 4/ 12 (26)0.148 X 3" TO TOP OF --- -- --- -- -- - ---- -- -- --- RIMBOARD I I PANEL EDGE WL 61-2 NON-SHEAR 433 PLF 5/8"0 @ 30"(2-MIN) 2X N/A 3.0"MIN(2-2X) N/A 7/16"ZIP SYSTEM R-3 10d @ 4/12 DOUBLE TOP / I I' I o_ SPACI G - 2x FLATWISE PLATE I I I I i I I I ALL SHEAR WALLS I 1 BLOCKING WL 72-1, 72-3 _ NON-SHEAR 433 PLF - 2X N/A 3.0"MIN (2-2X) N/A 7/16"ZIP SYSTEM R-3 10d @ 4/ 12 _ # DATE ISSUE I I SHALL BE v a WL 71-1, 71-3 NON-SHEAR 433 PLF 5/8"0 30"(2-MIN) 2X N/A 3.0"MIN (2-2X) N/A 7/16"ZIP SYSTEM R-3 10d 4/12 11 11 11 11 1 BLOCKED.WHERE c2 I °� - ° - ° - - @ ( - ) _ - -- - __ - -___ OCT 8, 2021 ISSUED FOR BID I I I I I I I PANEL SPLICE of - - - t I I OCCURS ACROSS °I �ja ° SWL 72-2 180 PLF 433 PLF_ - - _ = 5/8"0 _ 3 x 3 1/2 DBL-HDU5-SDS2.5 7/16"ZIP SYSTEM R-3 10d @ 4/ 12 (14) 1/4 x 2 1/2 SIDS FASTENERS - STUDS, PROVIDE 1 1 ! SHEATHING SPLICE SWL 71-2 385 PLF - - 433 PLF 5/8"0 @ 30"(2-MIN) 2X 5/8"0 - 3.0"MIN (2-2X) HDU5-SDS 2.5 7/16"ZIP SYSTEM R-3 10d @ 4/12 (14) 1/4"x 2 1/2"SDS FASTENERS BLOCKING. NAILING 1 1 I PLATE-MATCH -- - - ---- --- I I I I PROVIDED IN I of I ! __� THICKNESS AND WL 81-1, 81-3 NON-SHEAR 433 PLF 5/8"0 @ 30"(2-MIN) 2X N/A 3.0"MIN (2-2X) N/A f 7/16"ZIP SYSTEM R-3 10d @ 4/12 1 I. I ° FACE GRAIN -- -- - - ---I- ------ --- - -- ------ I I I I I BLOCKING ON EA I oI -- - - --- - - - --- ----- -- SIDE OF HORIZ I ! a-a ORIENTATION AS SWL 81-2 155 PLF 433-PLF- - - 5/8"0 @ 30" 2X 5/8"0 - 3 x 3 1/2 - _- HTT5 7/16'_ZIP SYSTEM R-3 10d @ 4/12 _ - -- - - ------- ----- -- I' SHEATHING PANEL (26)0.148 X 3 I I I I I I I JOINT I I I I I I I 1 I \ WL A2-1,A2-4 NON-SHEAR - 433 PLF 5/8"0 @ 30"(2-MIN) 2X N/A -3.0"MIN (2-2X) -_ N/A 7/16"ZIP SYSTEM R-3 1 Od(a)4/12 I I i I I I I I SPLICE AT BLOCKING WL Al-1,All-4 NON-SHEAR 433 PLF 5/8"0 @ 30"(2-MIN) 2X _N_/_A__ __3.0"MIN (2-2X) N/A 7/16"ZIP SYSTEM R-3 10d @ 4/12 I II II II II II I - I I SWL A2-2 90 PLF 433 PLF - - 5/8"0 3 x 3 1/2 DBL-HDU4-SDS2.5 7/16"ZIP SYSTEM R-3 10d @ 4/ 12 (10) 1/4 x 2 1/2 SDS FASTENERS BAND JOIST I ! I -- WHERE PANEL SWL Al-2 180 PLF - 433 PLF 5/8"0 @ 30" 2X 5/8"0 3 x 3 1/2 HTT5 7116"ZIP SYSTEM R-3- 10d @ 4/12 (26)0.148 X 3" - - -- _ - - I I 11 I SPLICE OCCURS z -1I---1-L L---LI---LL OVER HORIZ -- ---- -- - - -- ------- - - --- -- --- - ---- W --------- SWL A2-3 90 PLF 433 PLF - - 5/8"0 3 x 3 1/2 DBL-HDU4-SDS2.5 7/16"ZIP SYSTEM R-3 10d @ 4/12 (10) 1/4 x 2 1/2 SDS FASTENERS ---------- FRAMING, PROVIDE ---- --- ----- NAILING OVER PANEL EDGE PANEL EDGE SWL Al-3 180 PLF 433 PLF_ _ 5/8"0 @ 30" 2X 5/8"0 3 x 3 1/2 HTT5 7/16"ZIP SYSTEM R-3 10d @ 4/12 (26)0.148 X 3" RIZ ----- -------- s -_-_-=----_IT  - _ =__= MOEMBEFRAMING SINGLE - -SPACI G- - --SPACI G- - SWL B2-1 160 PLF 433-PLF- - - _ 5/8"0 3 x 3 1/2 _ DBL-HDU4-SDS2.5 7_/16"ZIP SYSTEM R-3 10d_@ 4/ 12 (10) 1/4 x 2 1/2 SDS FASTENERS I I I 11 OR DOUBLE ROW) - ---- -- - - SWL B1-1 350 PLF- 483 PLF- 5/8"0 @ 30" 2X 5/8"0 3 x 3 1/2 HTT5 7/16"ZIP SYSTEM R-3 10d @ 3/12 (26)0.148 X 3" J SEE SCHED e� ° ° o ° o � ° ° ° ° ° ° ° ° --- - ------------- -- ------ - I I I I I ° ° ° ° ° I ° ° ui ° ° ° SWL C2-1 95 PLF 433 PLF - - 5/8"0 3 x 3 1/2 DBL-HDU4-S_DS2.5 7/16"ZIP SYSTEM R-3 10d @ 4/ 12 (10) 1/4 x 2 1/2 SDS FASTENERS uJ l I I -- ------- - -- -- --- ------ - SWL C1-1 170 PLF 433 PLF 5/8"0 @ 30" 2X 5/8"0 3 x 3 1/2 HTT5 7/16"ZIP SYSTEM R-3 10d @ 4/ 12 (26)0.148 X 3" Q ------- --------- I 1 I I I 1 I 1 1 WL C2-3 NON-SHEAR 433 PLF - - - 3.0"MIN(2-2X) N/A 7/16"ZIP SYSTEM R-3 10d @ 4/ 12 Z SPACING ° SWL C2-2 95 PLF 433 PLF - _ " -Y -- - -- - - W C9 _ _ 5/8"0_ 3 x 3 1/2 DBL-_HDU4-_S_DS_2.5 7/16 ZIP SYSTEM R-3 10d @ 4/ 12 (10) 1/4 x 2 1/2 SDS FASTENERS II " " �• o I I SWL C1-2 170 PLF 433 PLF 5/8 0 @ 30 2X 5/8 0 3 x 3 1/2 HTT5 7/16 ZIP SYSTEM R-3 10d @ 4/12 (26)0_148-X 3 1 (n uj SWL C1-3_ 125 PLF 433 PL_F 5/8"0 @ 30" 2X 5/8"0 3 x 3 1/2 HTT5 7/16"ZIP SYSTEM R-3 10d @ 4/12 (26)0.148 X 3" BOTTOM ---- I I I I I I i -- PANEL ATTACHMENT TO SINGLE ROW OF FASTENERS DOUBLE ROW OF FASTENERS WL C1-4 NON-SHEAR -433-PLF 5/8"0 @ 30"(2-MIN) 2X N/A 3.0"MIN (2-2X) 7/16"ZIP SYSTEM R-3 10d @ 4/12 U O ----- ---- --- - -- -- - ------ ----- -- --- -- - -- --------------- - --- - O PLATE I I I BOT PLATE, SEE DET B _ _ _ _ _ - - I I I I SWL E2-1 160 PLF _433 PLF _ _- - 5/8"0 3 x 3 1/2 DBL-HDU4-SDS2.5 7/16"ZIP SYSTEM R-3 10d @ 4/ 12 (10) 1/4 x 2 1/2 SDS FASTENERS I I I i I SWL E1-1 350 PLF 483 PLF 5/8"0 @ 24"(3-MIN) 2X 7/8"0 3 1/2 X 3 1/2 HDU8-SDS2.5 7/16"ZIP SYSTEM R-3 10d @ 4/ 12 (20) 1/4 x 2 1/2 SDS FASTENERS O _IL Al- 1 --IL--11- A_I --- - -- ---- ----------------------- -- ---- -- --_------------- ---- ---- SEALS SIGNATURE: WL E2-2 80 PLF 433 PLF - - - 3.0"MIN (2-2X) MSTC52(44) 7/16"ZIP SYSTEM R-3 10d @ 4/12 FOUNDATION ---- -- -- -- -- ----------- ------ - - - ---- ---- ---- WL E2-2 350 PLF 483 PLF 5/8"0 @ 30" 2X N/A 3.0" MIN (2-2X) 7/16'ZIP SYSTEM R-3 1 Od @ 3/ 12 SWL F1-1 50 PLF 433 PLF _ 5/8"0 @ 30" 2X 5/8"0 3 x 3 1/2 - HTT5 - 7/16"ZIP SYSTEM_R-3 10d @ 4/ 12 (26)0.148 X_3 _ <<G�� NEW y WL F1-2 NON-SHEAR 433 PLF 5/8"0 @ 30"(2-MIN) 2X N/A N/A N/A 7/16"ZIP SYSTEM R-3 10d @ 4/12 - �P ���� A. SF O,p SHEATHING PANEL SPLICE OPTIONS(BLOCKED)- - - -- -------- --- - -- -- ----- --- -------- --- - -__- _- -- - -- ---- - - -- --- - --- -- - - - -- _------ ------ - -- --- -- ---- - __ _ _ _ _ _ _ _ _ �P CB) NITS SWL A.11-1 235 PLF 433 PLF 5/8"0 @ 30"(2-MIN) 2X 5/8 0 3 x 3 1/2 HTT5 7/16 ZIP SYSTEM R-3 10d @ 4/ 12 _(26)0.148 X 3 @ EXT SHOWER ,• SWL 2.11-1 476 PLF 483 PLF 5/8 0 @ 30 (2-MIN 2X 5/8 0 3 x 3 1/2 HTT5 7/16 ZIP SYSTEM R-3 10d 3/ 12 26 0.148 X 3' EXT SHOWER Z `.- •.�%'' ';, ? �- FIELD NAILING SPACING ---- -- - - - ---- -- -- -- -- - - ----- - �GE AT TOP PLATE o 062 SEE FASTENING SCHED SHEATHING ROW AND DOUBLE ROW OF FASTENERS)LE (SINGLE ROW AND DO SHEATHING DUBLE ROW OF FASTENERS) OFF NI' I SSIn IT TI PANELEDGE I i •I LI I I ° I I I I L(; l I - - - -- - -°--°---°--` --°--°-- ---------- ---- �I I.1 I•I I I EDGE NAILING SPACING -- ' °" � 1NFH SEE FASTENINGS AND I ' I'I I' I SHEAR WALL SCHED I I M ° SPACING 1 NORTH FORK HOUSE-�_---° o I °I 5050 NASSAU POINT ROAD, -- PANEL EDGE I I I•I I•I N I CUTCHOGUE,NY 11935 I I II II II �I I I'I I'I SINGLE ROW OF FASTENERS IL D_ SINGLE ROW OF FASTENERS I II II II II I'I I'I II SPACI G I,I 1.1 I 04 �.-.� PANEL EDGE II II --- - LICI o I c\I i` I I SPACING 1II I WOOD TYPICAL DETAILS 1 = f-0- - ° ° 110-o ILI -° ° o ° o 0 PR JE N P1242 / 1704 rPANELEDGE SCALE_ As INDICATED I J DRAWING BY: LERA CHECKED SPACING © CoPYRIGHr LESLIE E. ROBERTSON ASSOCIATES R.L.L.P. DWG NO BY PLH DOUBLE ROW OF FASTENERS DOUBLE ROW OF FASTENERS WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS C SHEATHING PANEL ATTACHMENT PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL S406 NTS AND THE INSCRIPTION "ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. IS DRAW ING TS-ONLYVALID-FOR CONSTRUCTI[ONB1DD➢7G OR GOVERNMENT-AGENCY REVIEWIF"SAID DRAWINGBEARS- RIGINAL-STAMP E-SIGNATUREAPPEARS HEREON-THIS DRAWING IS-THE PRODUCTOFSERVICE-ANDISTHE PROPERTY-OF STUDIaGOETZARCFfITECTURFPC1TlSTOBEUSED ONLYFORTFEPA S DRAWINGFOR-ANYPARTTREREOF RATION-OR EXTEN ROJECT IS PROHIBITED WITHIOUTTHE WRITTEN DIO-GOETZARCHITECTDREPC-ANYUNAUTHORIZEDREUSETS7CVIOLATIONDF US-COPYRIGHT IS-DRAWINGZS-A-MI7MOWOF SECTION-7209(2)OF THE NEW Y RK STATE-EDUCATION-LAW. -- -rr,- I -- ---- -- --- -- --------- NOTES: ARCHITECT: 2X STUD WALL AT SEE SCHEPLATE DULES NON-LOAD BEARING / LOAD BEARING OR BRACED/SHEAR STUDIO GOETZ ARCHITECTURE PC 16" ON-CENTER, WALL ABOVE MUST STACK OVER WALL BELOW NO LOAD BEARING WALL ABOVE 1. SEE FASTENING SCHEDULE, PLANS AND REFERENCE DETAILS - 92 MORNINIDE AVE, #4D ) FLOOR PANEL NAIL - SEE SCHEDULE FOR NAILING AND FASTENING THAT OVERRIDES TYPICAL DETAILS. NEW YORK, NY 10021 SEE PLANS \ IN CASE OF CONFLICTING INFORMATION, USE MORE STRINGENT T: 212.707.1105 BLOCKING PANEL: 118" RIM FASTENING REQUIREMENT FROM CONTRACT DOCUMENTS. WEB STIFFENERS REQUIRED BOARD (w/ DEPTHS 16"), 112" or 11a" LSL OR TJI JOIST. 2. ALL BLOCKING, HANGERS, RIM BOARDS AT THE ENDS OF SUPPORTS SHEATHING ON BOTH SIDES, TYP OF TJI JOISTS SHALL BE COMPLETELY INSTALLED AND PROPERTLY BOUNDRY NAILS, SEE'- , 2X4 MINIMUM SQUASH FASTENED. SCHEDULE BLOCKS 114" OR 112" TIMBERSTRAND® LSL RIM BOARD. 3. LATERALSTABILITY AND AND SAFETY BRACING DURING -- _ CONSTRUCTION IS THE RESPONSBILITY OF THE CONTRACTOR. STRUCTURAL ENGINEER: REFER TO MANUFACTURER'S WRITTEN REQUIREMENTS FOR LERA CONSULTING STRUCTURAL ENGINEERS / WEB STIFFENERS TEMPORARY SHORING AND SAFETY BRACING OF TJI JOISTS DURING 40 WALL STREET, FLOOR 23 116 _ TOE NAIL - PER SCHEDULE, OR PROVIDE SIMPSON ' � REQUIRED EACH CONSTRUCTION. New PORK, NY 10005 212.750.9000 SHEAR CLIPS PER SCHEDULES SIDE, TYP 4. PROVIDE SHEATHING ADHESIVE PER MANUFACTURER'S F: 212.750.9002 WHEN FLOOR SHEATHING 1211 RECOMMENDATIONS AT THE TOP OF ALL TJI JOISTS PRIOR TO MIN. SECURING AND FASTENING FLOOR SHEATHING TO JOISTS. THICKNESS EXCEEDS 78", TRIM ATTACH FLOOR JOIST TO RIM BOARD WITH ONE 10D _ SHEATHING TONGUE AT RIM WEB STIFFENERS REQUIRED BEFORE ADDITIONAL LOADS CAN BE PLACED ON THE SYSTEM. (0.131" X 3") NAIL INTO EACH FLANGE OR WITH JOIST ON BOTH SIDES TYP 5. SHEATHING MUST BE COMPLETELY FASTENED TO EACH TJI JOIST BOARD HANGERS SEE DETAIL F FOR FLOOR JOIST (TJI) SEE DETAIL F FOR FLOOR JOIST (TJI) MEP ENGINEER: INSTALL PROPER BLOCKING TO WEB STIFFENER TYPICAL DETAIL WEB STIFFENER TYPICAL DETAIL 6. JOIST SUPPORT HANGERS SHALL BE SIMPSON OR APPROVED KOLB MECHANICAL CORP. EQUAL AND BE SIZED TO SUPPORT THE REQUIRED TJI JOIST 11500 OLD SOUND AVENUE SUPPORT ALL PANEL EDGES CONTINUOUS FLOOR JOISTS OVER NON-LOAD AND CONTINUOUS FLOOR JOISTS OVER SIZE AND WIDTH. NAIL JOISTS AS PER MANUFACTURER'S MATTITUCK, NY 11952 WRITTEN RECOMMENDATIONS. BRACKET/HANGER SHALL BE T: 631.298.5527 JOIST/SHEATHING TO RIMBOARD TYPICAL DETAIL LOAD-BEARING WALLS INTERIOR WALLS ATTACHED TO TOP OF WOOD NAILER OVER STEEL FRAMING F: 631.298.5534 6.1 ----- -- --- -- -- - - - B.Z WHERE NOTED, OR SHALL BE FLUSH MOUNTED TO WEB PLATES A NTS NTS NTS PER REFERENCE DETAILS WHERE APPLICABLE. 7. ROOF JOISTS HAVE ADEQUATE WIND UPLIFT STRAPS INSTALLED AT ALL JOISTS. PROVIDE SIMPSON GALV LTS(18-GA) SEPTIC DESIGN: DOUBLE TJI JOIST FILLER HANGER BACKER BLOCK: INSTALL TWIST STRAPS AT ALL TJI JOISTS TO STUD BELOW. BRIDGEWATER ENVIRONMENTAL BLOCK: ATTACH PER THE TIGHT TO TOP FLANGE (TIGHT TO NOTES: Po eox 1375 TABLE BELOW. BOTTOM FLANGE WITH FACE MOUNT 1. APPLY SUBFLOOR ADHESIVE TO SouTHA NY 11969 ALL CONTACT PREFERRED OPTION #1: T: 631.268.44368.4434 WEB STIFFENERS REQUIRED NAILS SHALL BE DRIVEN HANGERS). ATTACH PER THE TABLE TJI JOIST BLOCKING WITH END IF SIDES OF HANGER DO NOT FROM ALTERNATING BELOW. CLINCH NAILS WHEN SURFACES. �, 2. WHEN SPECIFIED ON THE LAYOUT, BLOCKS INSTALLED AT LATERALLY SUPPORT AT SIDES. CLINCH NAILS POSSIBLE. 1 JOIST-SPAN LOCATIONS USING FLUSH BEARING PLATE ONE OF THE BRACING OPTIONS 3 -__-__-_-- - - ------ -- / LEAST �8" OF TJI JOIST TOP WHEN POSSIBLE. REQUIRED. MAXIMUM 1 " ABOVE IS REQUIRED TWO 8D (0.113" X 212") NAILS OR FLANGE OVERHANG PERMITTED AT , 212" SCREWS, BEAM. JOKE� TYPICAL BACKER BLOCK TOP BOTH SIDES OF WEB WITH � MOUNT / SINGLE TJI JOIST HANGER _ OPTION #2: FACE % TJI DEPTH, TJI FLANGE BLOCK NAIL - > �I 2X_ STRAPPING INSTALLED AT MOUNT NOTE.HANGER HEIGHT D TYPE SIZE QUANTITY s 1 JOIST-SPAN LOCATIONS USING HANGER MUST BEA MINIMUM OF _ WIDTH _ _ TWO 242" SCREWS PER JOIST, 60% OF JOIST DEPTH LESS THAN FILLER (0.131" X 3") 15 312" BACKER (0.131" X 3") 15 TYPICAL 912 <D-<- 20 ---SEE DETAIL F FOR WEB STIFF AND DETAIL H FILLER (0.131„ X 31 „ 32 FOR FILLER/BLOCKING FASTENING 2 BACKER (0.131" X 3") 15 PROVIDE FLOOR JOIST BLOCKING AT 16" O.C. AT END WALLS # DATE ISSUE FOR NAILING CAPACITIES, SEE DETAIL H TABLES AND FOR BEARING WALLS PARALLEL TO FLOOR JOIST SPAN OCT 8, 2021 ISSUED FOR BID CA - JOIST TO BEAM / BUILT-UP LVL OR PSL C.2 - FILLER AND BLOCKING (SEE DETAIL G FOR TABLES) C.3 -JOIST TO FOUNDATION SILL OR STEEL BEAM NAILER nCJOIST HANGER TYPICAL DETAILS D FLOOR JOIST REQUIRED BLOCKING NTS - NTS i NAILING AT BEARING (FLOOR) TJI JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI JOIST MULTIPLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMS 118" TJ RIM BOARD OR (LOAD BEARING WALL ABOVE) 114" TIMBERSTRAND LSL. ONE 8D (0.113"X 212") ONE 10D (0.128" X 3") NAIL WEB STIFFENER ATTACHMENT W NAIL EACH\- SIDE. ___-- INTO EACH FLANGE--- j \ , GAP*: FASTENER INSTALLATION REQUIREMENTS DRIVE NAILS AT AN - - --- -- ---_-- ANGLE AT LEAST 1 12' MINIMUM PIECE #OF FASTENER 2 a" MAXIMUM WIDTH PLIES FROM END. TYPE M MIN. LENGTH #ROWS O.C. SPACING LOCATION WHEN FASTENERS ARE REQUIRED ON BOTH -I -- 1 NAILING: -- ---- - _-- SIDES, STAGGER FASTENERS ON THE SECOND W SIDE SO THEY FALL HALFWAY BETWEEN - -----[� � ---\-\---- � 10D NAILS 3" 3(2� � SEE SIZES BELOW. 12 LLI �-� -� 2 12D-16D NAILS 3 1 2(2� ONE SIDE FASTENERS ON THE FIRST SIDE. C) 14 " MINIMUM END 31 " MINIMUM ' ALSO SEE WEB STIFFENER BOTH D FROM ABOVE A a - a 2 DETAILA B.1 & B.2 -- - -- SIDES. SEE SIZES BELOW. WITH POINT LOAD F FF NE SCREWS 34 " OR 31 ' 2 24" I- Z BEARING MINIMUM INTERMEDIATE _ --- SUPPORT BELOW, INSTALL WEB STIFFENER 8 2 BEARING OVER \ TIGHT TO TOP FLANGE (GAP AT BOTTOM 10D NAILS 3" 3(2� / W INTERIOR WALLS -- TIGHT FIT* FLANGE) 12" BOTH SIDES / � SHEAR TRANSFER NAILING: _ 3 12D-16D NAILS 3 1a 2(2� - - - - \ W � CONNECTIONS EQUIVALENT TO FLOOR MIN. WEB NAILING REQUIREMENTS -- ® DEPTH 144„ SCREWS 348" OR 312; BOTH SIDES / !' Z PANEL NAILING SCHEDULE TJI JOIST (IN.) STIFFENER .APE NUMBER NAILS 2 24 LOAD MUST BE APPLIED EVENLY 5" ONE SIDEENTIREU o -------.--- -- ------- --- SERIES SIZE END INTERMEDIATE -- - � - o j RIM TO TJI JOIST R BEAM WIDTH. 10D NAILS(3) 3" 3(2) ONE SIDE OTHERWISE, USE CONNECTIONS O _ 110 of 10D" ('� 8d 12" PER PLY FOR SIDE-LOADED BEAMS. - n- - - 210 All " x 2� " (>> 12D-16D NAILS(3 3 1 " 2(2� ( )-- -- 11 " TJ RIM BOARD, OR 114' TIMBERSTRAND LSL, 230 & 360 �s- (,� (0.113 x 212 ) 3 3 4 __ _ ___- _ a SEAL a SIGNATURE: 1 R OR TJI 110 RIM JOIST: /max 2�1s --- - - - ---- SCREWS -- ------ 5 OR 6 BOTH SIDES / ONE 10D (0.131" X 3") NAIL INTO EACH FLANGE (1) PS1 OR PS2 SHEATHING, FACE GRAIN VERTICAL 2 24" MULTIPLE PIECES CAN BE NAILED OR \ 64411 ONE SIDE BOLTED TOGETHER TO FORM A HEADER OR OF NEIIU 5" OR 6" BEAM OF THE REQUIRED SIZE, UP TO A L A 0 „ SCREWS -------- 2 24" BOTH SIDES MAXIMUM WIDTH OF 7" �`�� �E i 31 2 6 4 ONE SIDE * a 1 4a" MINIMUM BEARING LOCATE RIM BOARD JOINT BETWEEN 2 a „ JOISTS. 12" BOLTS 8" 2 24" FLOOR JOIST WEB STIFFENER TYPICAL DE'"AILS -- - ------ _-- _-- - _ ---- -� `: E FLOOR JOIST NAILING-TYPICAL DETAILS OF -_ (1) 10D NAILS ARE 0.128 DIAMETER; 12D 16D NAILS ARE 0.148 0.162 DIAMETER, SCREWS ARE SDS, SDW, WS, OR TRUSS LOK. sp c� NTS NTS (2) AN ADDITIONAL ROW OF NAILS IS REQUIRED WITH DEPTHS OF 14" OR GREATER. 062831 (3) WHEN CONNECTING 4-PLY MEMBERS, NAIL EACH PLY TO THE OTHER AND OFFSET NAIL ROWS BY 2" FROM THE ROWS IN THE R°Fss+aN� FASTENING OF FLOOR PANELS PLY BELOW. GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW-SEE FASTENING SCHEDULE FOR REQUIRED FASTENING FILLER and BACKER BLOCK SIZES - ----- TJI (1)(2) RIM BOARD TJI JOISTS 210 230 or 360 N 110,210, 360 1 "TJ RIM TIMBERSTRAND LSL AIL SIZE MICROLLAM PARALLAM ND LVL PSL DEPTH 9h1-11%1v 14"-16" 912" 11 %" 14"-16" +- _. 2 l A 230 BOARD 114' - 1 "- 2" NORTH FORK HOUSE d (0.113"x 2� "), 8d (0.131"x 21 ") 4" 3" 6" 4" 3" 4" 4" FILLER BLOCK hI 2x6+ 48" 2x8+ 48" 2x6+ 12' 2x8+ ti2" T -�' - 5050 NASSAU POINT ROAD, -- - - ----- ------- -- ---- - --- ------- - - --- SHEATHING SHEATHING SHEATHING SHEATHING CUTCHOGUE,NY 11935 10d (0.148"x 3"), 12d (0.148"x 314') 4"(3) 4"(3) 6" 4" 3" 5" 4" (DETAIL C.2) -- - 16d (0.162"x 3�") 6" 6" 16"tad 6"tsl 6"Ist 8"tat 6" BACKER BLOCK t>> „ or �8' or 1" Net L 2 (DETAIL C.2) a 8 2" 1-- >' (1)Stagger nails when using 4"on-center spacing and maintain 48"joist and panel edge distance. One row of fasteners is permitted (two at abutting panel edges)-for diaphragms. Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table. FILLER r When fastener spacing for blocking is less than spacing shown above, rectangular blocking must be used in lieu of TJF joists. NAIL SIZE BACKER (0.131"x 3") ASSEMBLY A ASSEMBLY B ASSEMBLY D ASSEMBLY F (2) For non-diaphragm applications, multiple rows of fasteners are permitted if the rows are offset at least'/2'and staggered. --- (3)With 1 Od (0.148"x 1'/x')nails, spacing can be reduced to 3"on-center for light gauge steel straps. FILLER (4) Can be reduced to 5"Ion-center if nail penetration into the narrow edge is no more than 1 ti4" (to minimize splitting). NAIL 15 „ QUANTITYcz BACKER (5)Can be reduced to 4 on-center if nail penetration into the narrow edge is no more than 1 ti4" (to minimize splitting). MULTIPLE LVL/PSL MEMBERS (6)Can be reduced to 3 ti2' on-center if nail penetration into the narrow edge is no more than 1 14" (to minimize splitting). - G ---- ---- ----- - ---- --- - ROOODTTYOPICAL- DETAILS PI242 i I704 MAXIMUM POINT■ Maximum nail spacing for TJI joists is 18"on-center. NTS ---- E: -- -- - - - ■To minimize splitting, maintain edge distance and row spacing of 2 �2 x nail diameter or �8",whichever is greater. LOAD (LBS) 1,440 LBS (ASD) SCALE:i AS INDICATED DRAWING BY: LERA ■ Nailing rows must be offset at least ti2"and staggered. CHECKED BY: PI_H j (1)IF NECESSARY, INCREASE FILLER AND BACKER BLOCK HEIGHT FOR FACE MOUNT © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG No: HANGERS AND MAINTAIN ti8"GAP AT TOP OF JOIST;SEE DETAIL F. FILLER AND BACKER BLOCK DIMENSIONS SHOULD u IS TJI NAILING BLOCKING FILLER FILLER-TABLE�7 (12"MINIMUM FOR BACKER BLOCKS OAND 24EM NIMUMDFOR(FILLER B OCKS)LING WITHOUT FLITTING PRO EWARN1CT, TONG: IT IA TER IN ANY WAY T ESE D AWINGS. WHERE ANYS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ATEM S ALTERED,CTING UNDER ETHE SUPERVIS DIRECTION ING PROFESSIONAL SHALL A PROFESSIONAL, SAFFIX TOED IN ETHEATEM H STE OF HSEAL I-1 NTS (2)CLINCH NAILS WHEN POSSIBLE. AND THE INSCRIPTION "ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. S407 7S DRAWINGIS ONLYVAUD FORCONSTRUCTION,BIDDTNG,OR GOVERNMENT AGEKCYREVIEP/TF SAID�RAWING BEARS AN ORIGINAL-STAYRNG-OF THE SEAL OFTHE ARCHITECTWHOSE SIGNATURE-APPEAR" G-B THEPAODUCT OF-SEROICE-AND IS THEPR-OPERTY OF=CF GOETZ ARCHITECTURE PC rr F THfS DifAWING FO N4T FARTTHEREOFTOR-ANY-UMER-PR07ECT 6R-ALTERA nON OR EXTENSION OFTHIS-PROJECT PERMTSSION-OF-STODTO GOETZ ARCHITECTURE PC.-ANY UNAUTHORIZED REUSETS-AVIOLATION-OFUS.COPYRIGHT-LAW.UNAUTHORIZED ALTERATIONS TO THI"PAW TNG IS A VIOLATION OF SECTIO197209(21aFTHE-NEW Y RK STATE EDUCATION LAW: --- - i ARCHITECT: MOISTURE-RESISTANT STUDIO GOETZ ARCHITECTURE PC STUD DRYWALL 92 MORNINGSIDE AVE, #4D TJI JOISTS ALLOWABLE HOLES HEADERS & BEAMS - NEW Y NY 10027 ALLOWABLE HOLES T: 212.707.07.1105 1 12 " HOLE MAY BE CUT MICROLLAM LVL AND PARALLAM PSI_ HEADERS AND BEA MIN. DISTANCE FROM TABLE A MIN. DISTANCE FROM TABLE B / 2 / � DO NOT -- ANYWHERE IN WEB OUT- _ SIDE OF H TCHED ZONE MICROLLAM LVL CUT OR NOTCH FLANGE 1 AND PARALLAM PSL HOLE ZONE r \ _ 2 X DIAMETER OF THE y3 DEPTH LARGEST HOLE o o STRUCTURAL ENGINEER: c) 6" / ° (MINIMUM) DO NOT CUT, NOTCH OR DRILL LERA CONSULTING STRUCTURAL ENGINEERS 000 � HOLES IN HEADERS OR BEAMS BLOCK 40 WALL STREET, FLOOR 23 �, -- NEW YORK, NY 10005 CLOSELY GROUPED ROUND -- EXCEPT AS INDICATED 1N SUBFLOOR 1 6 L1 2 x D1 D1 L2 2 x L2 D2 6 6 d — o T: 212.750.9000 HOLES ARE PERMITTED IF — o 0 o ILLUSTRATIONS AND TABLES. NO FIELD MINIMUM THE GROUP PERIMETER MINIMUM NO FIELD DO NOT CUT -- — (�� F: 212.750.9002 - CUT HOLES (APPLIES TO ALL HOLES MEETS REQUIREMENTS FOR CUT HOLES -HOLES LARGER o 0 0 DO NOT IN HATCHED EXCEPT KNOCKOUTS) ROUND OR SQUARE HOLES. IN HATCHED THAN y2"IN OTHER TRUS JOIST BEAMS CUT HOLES IN CANTILEVER ZONES ZONES CANTILEVER MIDDLE 13 SPAN _ REINFORCEMENT. - - MICROLLAM LVL HEADER OR MAXIMUM ROUND AND PARALLAM PSL BEAM DEPTH HOLE SIZE ���� MEP ENGINEER: TABLE A - END SUPPORT ALLOWED HOLE 4 _ _ let �� 11500 OLD SOUND AVENUE ��� KOLB MECHANICAL CORP. MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT ZONE 51 " 1��" �0 MATTITUCK, NY 11952 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 7ti "-20" 2" T: 631.298.5527 JOIST TJI® _ F: 631.298.5534 DEPTH --- 2" 3" 4" 5" 6 7" 83 11" 13" 2" 3" 4" 5" 6 7" 87 11" 13" SEE ILLUSTRATION FOR ALLOWED 1Z a �Z HOLE ZONE 9Y - 230 1'-6" 2'-0" 2'-6" T-6" 5'-6" 1'-0" 2'-0" T-O" 4'-6" 5'-0" --- — - -- - - -- - -- ' 360 1'-6" 2'-0" T-O" 4'-0" 6'-0" 1'-6" 2'-6" T-6" 5'-0" 5'-6" GENERAL NOTES STUD DRYWALL --- ------ -- ------- 230 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 2'-6" 4'-0" T-O" 1'-0" 1'-0" 2'-0" T-O" 4'-0" 5'-0" T-O" 9'-0" SEPTIC DESIGN: 14" - 360 1'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-0" 5'-6" 8'-0" _ 1'-0" 1'-6" 2'-6" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6" ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. BRIDGEWATER ENVIRONMENTAL • ROUND HOLES ONLY PO BOX 1375 SOUTHAMPTON, NY 11969 TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT . NO HOLES IN CANTILEVERS. T: 631.268.4434 MIN. DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. ------------ JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE TJI® -- --- - - - - ----- ---- - - --- - ---------- — DEPTH 2" 3•• 4•0 5" I-6 " 7" 83„ 11" 13" 2" 3" 4•' 5" 6 " 7" 87" 11•• 13" — „--f-- 230 2'-6 3'-0 4'-0 5-6'_ 8 6„ -\.- ---$- ---- - --- 2.0- 3-6 4-6 6-6„ 7 6�� - -- --- BLOCK" / 9 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" _ T-O" 4'-6" 5'-6" T-6" 8'-0" j SUBFLOOR 230 - - 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4-0 6-0 -6'-0" 10'-6" 1'-0" 1'-_0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" 360 -1'-0" 1'-0" 2'-0" T-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" " RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. LEAVE 18 OF WEB (MINIMUM)AT TOP AND BOTTOM OF HOLE. DO NOT CUT JOIST FLANGES. TABLES ARE BASED ON UNIFORM LOAD TABLES IN CURRENT DESIGN LITERATURE. �B<F FOR SIMPLE SPAN (5' MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM TRIM JOIST SIZE ROUND HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR MFR IN THE JOIST. A ALLOWABLE HOLES TJI JOISTS B TYPICAL ALLOWABLE HOLES IIV-LVL / PSL HEADERS AND BEAMS C DOUBLE TRIMMERS AT BATHTUBS__________ NTS NTS NTS # DATE ISSUE OCT 8, 2021 ISSUED FOR BID LOAD-CARRYING ROOF JOIST T__ ------- BACKER BLOCK INSTALLED TIGHT TO BOTTOM OF TOP FLANGE, SEE F/S407. GWB, SEE ARCH - E-- \ x 11 1/4" z SKIRTBOARD W .� HUNG CEILING, 1" STAIR TREAD --- �`< SEE ARCH DWGS f 2x6 STUD ALL 0 SEE PLANS W SOFFIT SEE ARCH DWGS FOR LLJ \ 2x12 DF STAIR FIRE BLOCKING AND m FILLER BLOCK- SEE F/ S407. STRINGERS (x5) OR FIRE DETAILS NOT SHOWN 1 3/4" X 11 7/8" LVL - �W FIRESTOPPING JOIST/STRINGER HANGER (ITS/MIT/HIT OR IUS/MIU). STRINGERS (x5) 2x8 SPACER NAILED TO STUD WALL U) LLJ U o i IL O D DROPPEID CEILING TYPICAL DETAIL - - _ E STAIR RINGER TO GIRDER TYP DETAIL F SECTION AT STAIR /-WALL SEAL Be SIGNATURE: STRINGER NTS NTS NTS of NFwY s (h 062831 Pic, OFFS S 10� i i NFH NORTH FORK HOUSE I 5050 NASSAU POINT ROAD, \ - CUTCHOGUE,NY 11935 I WOOD TYPICAL DETAILS 1 PROJECT NO: P1242 / 1704 ---------------------------- SCALE: AS INDICATED DRAWING BY: LERA CHECKED BY: PLH © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG NO: WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS S408 PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL AND THE INSCRIPTION 'ALTERED BY' FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. URAWINGIS-ONLYVALlDF 3MG-,—OR-GOVERNME ANY-13 ERb11fISSIMOFSTUDIGGO TZARCHITECTUREPC ANYUNAUT14ORIZE"EUSEIS-AVIOLATIONOFUS-00PYRlOATCA -UNAUTHORIZEDALTERATIONS-TOTHIS-DRAWING ISA VIOLATION OF SECTION 7209(2)OF THE-NEW Y RKSTATEEDUCATIONCAW:---- -- '- ARCHITECT: STUDIO GOETZ ARCHITECTURE PC 92 MORNINGSIDE AVE, #4D FINISH, SEE ARCH DWG. NEW YORK, NY 10027 2x6 STUD WALL --- T: 212.707.1105 1 - FLOOR SHEATHING, SEE PLANS ZIP SYSTEM SHEATING SEE TYPICAL DETAILS AND CODE \ 1 — FLOOR JOIST, SEE PLANS FOR NAILING AND STRAPING \ 1 REQUIREMENTS __._— _ _ ___ ___ __ _ FLO1 FFL 1ST FLOOR_ld 0'-6" STRUCTURAL ENGINEER: LERA CONSULTING FLOOR STRUCTURAL ENGINEERS 40 WALL (2)2x10 SILL PLATES TO ALLOW FOR TOP I NEW YORK, NY 10005 FLANGE JOIST HANGERS. / F: 212.750.900P T: 212.750.9000 RIP TO 8"TO MATCH WALL THICKNESS ANCHOR BASE SILL PLATE._— _ _ _ _ _ _ _ _ _ FIN CEILING BASEMENT___id PROVIDE TERMITE METAL FLASHING AND -0'- 11 3/4" SILL SEAUINSULATION PER ARCH DWGS. -- APPLY THERMAL AND MOISTURE BARRIER BETWEEN CONC#5 CONT @ TOP AND JOIST WALL O ST HANGER, MEP ENGINEER: SHOWN. 11 KOLB MECHANICAL CORP. i ANCHOR BOLTS 1 11500 OLD SOUND AVENUE I — MATTITUCK, NY 11952 FINISH, SEE ARCH DWG. T: 631.298.5527 ,t F: 631.298.5534 I j I CONCRETE WALL, SEE SCHEDULE FOR REINF. I LINE OF GRADE,VARIES. 1 _-g�� /-, SEPTIC DESIGN: BRIDGEWATER ENVIRONMENTAL PO BOX 1375 SOUTHAMPTON, NY 11969 FLOO FFL CRAWLSPACE- T: 631.268.4434 - - - 4-9 3/4" / \ J iv SEE ARCH DWGS FOR BASEMENT DRAINAGE BOARD ANDWATERPROOFING, INSULATIONS NOT SHOWN - - 1 • HOOKED REBAR DOWEL TO -- I 8"WALL MATCH SIZE&SPACING OF SEE SCHED VERTICAL WALL REINF. _ 4"CONCRETE SOG WITH 10 MIIL - --------------------- ---- - - VAPOR BARRIOR OVER 4"RIGIID • 1 INSULATION AND 6"CRUSHED, FOUNDATION DRAIN - STONE. M #3@12"CENTERLINE EACH WAY I • M j WATERSTOP SEE REINFORCED CONRETE NOTE 14 ON SHEET S003 FL00_ -FFL BASEMENT _FL00-FFL BASEMENT_ 2'-6" -9'-5 3/4 CONCRETE WALL FOOTING, al- 0 -9 -5 3/4 OCT 8, 2021- ISSUED FOR BID SEE SCHEDULE FOR REINF. # DATE ISSUE -- - 4'-5" 1'-4" 1'-3" - --- -- CANTILEVE117" CRAWLSPACE WALL BASEMENT FOUNDATION WALL DETAIL � z (:c 3/4" = 1'-0" - -- A 3/4" = 1'-0" w O J W \ W 0 - FINISH, SEE ARCH DWG. z 2x6 STUD WALL - FLOOR SHEATHING, SEE PLANS W ZIP SYSTEM SHEATING (n SEE TYPICAL DETAILS AND CODE -- I FLOOR JOIST, SEE PLANS (I FOR NAILING AND STRAPING \ 0 REQUIREMENTS 1 z __ _ -_ _ _ _FL01 FFL 1ST_FLOOR-FLOOR (,Fr O - - ��O SEAL & SIGNATURE: (2)2x10 SILL PLATES TO ALLOW FOR TOP FLANGE JOIST HANGERS. RIP TO 8"TO MATCH WALL THICKNESS • ANCHOR BASE SILL PLATE. -80\ ,<<G�F NEB y PROVIDE TERMITE METAL FLASHING AND APPLY THERMAL AND MOISTURE �Q �� A. SF 0 SILL SEAUINSULATION PER ARCH DWGS. BARRIER BETWEEN CONC WALL • \ AND JOIST HANGER, NOT #5 CONT @ TOP SHOWN. ANCHOR BOLTS - SEE ARCH FOR THERMAL AND g Lo SEE ARCH DWGS FOR - . \ MOISTURE BARRIERS �, `"{ ✓ s BASEMENT WATERPROOFING 8"CONCRETE WALL, ��o 6 2 8 3 AND DRAINAGE BOARD NOT /� SEE SCHEDULE FOR REINF. RdFESS',nNP SHOWN WATERSTOP SEE REINFORCED — • 4"CONCRETE SOG WITH 10 MIL CONRETE NOTE 14 ON SHEET S003 VAPOR BARRIOR OVER 4"RIGID 12 1/2" INSULATION AND 6"CRUSHED FOUNDATION DRAIN STONE. I N�1 • i--- FH #3@12"CENTERLINE EACH WAY j NORTH FORK HOUSE FL00_FFL CRAWLSPACE T - 4-9 3/4" I CONCRETE WALL FOOTING, --- 1��� • • CUT HOGUE, 11935 ROAD, SEE SCHEDULE FOR REINF. STRUCTURAL DETAILS CRAWLSPACE FOUNDATION WALL- DETAIL --- - "-SCALECTNO- -- P1 / 1701,- -011 3/4 DRAWING BY: LERA CHECKED BY: PLH © COPYRIGHT LESLIE E. ROBERTSON ASSOCIATES, R.L.L.P. DWG NO: i WARNING: IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PROFESSIONAL, LICENSED IN THE STATE OF THIS S500 PROJECT, TO ALTER IN ANY WAY THESE DRAWINGS. WHERE ANY ITEM IS ALTERED, THE SUPERVISING PROFESSIONAL SHALL AFFIX TO THE ITEM HIS SEAL AND THE INSCRIPTION 'ALTERED BY" FOLLOWED BY HIS SIGNATURE, THE DATE, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. INGOFTHE kWTWRT FIER ERTE►iS1 OETZARCHITECTURE-PC.-ANY-ONAUTHORIZE[S REUSE TSAVIOLATIOND-FOS-COPYRIGHT-AW--UNAUTHORIZED ALTERATIONS-rOTHISDRAWING7S-A-IS -OT-SEMON729M)-OFTHE-NEWY RK STATE EDUCATION LAW. ------ - ��PINGiS-ONLYVAL DDING�RGOVERNIOIENT-}CG .