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HomeMy WebLinkAbout50888-Z x s TOWN OF SOUTHOLD 611 BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY F 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#: 50888 Date: 7/1/2024 Permission is hereby granted to: Parallel Properties LLC ___ ... ........ _...._.. ............... .__. ...___...._ c/o Brian Fuhmann __.. _._...._ .............. 3201 Vista Dr _ Manhattan Beach CA 902 -.w ...._ .......66 ............... ___ _..... ._._._7 To: Construct a new single-family dwelling with HVAC system as applied for per SCHD approval. At premises located at: 420 Old Farm Rd,Orient SCTM # 473889 Sec/Block/Lot# 25.-5-8 Pursuant to application dated 5/8/2024 and approved by the Building Inspector. To expire on 12/31/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,198.00 CO-NEW DWELLING $100.00 Total: $3,298.00 ...__............... . _.._....................._...... Building Inspector rar TOWN OF SOUTHOLD-BUILDING DEPARTMENT ' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtqay n. . ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only � C E Q V E PERMIT NO. 5 C)?f6E) Building inspector: , k M AY 8 2024. Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an y 7"11 ant Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: �20 pLp SCTM#1000- S�GZ `1'-fj GpG� GoT o Project Address:&4 U O L p F-1JVqM h0" 0f2(6AJ T IQ tV Phone#: GNr/j, 2-61 -����' Email: 6t/�SIU/N1� -GLI /L •�G�l Mailing Address: '� 4 4(J f? p er' IVY >16)(4cc /J CONTACT PERSON: Name; /-ArI3 CV15�-'ST VIIOv() Mailing Address: '0U.� 4-0/-f D 6 e1 f�-Arl- P y Phone#: �p/f 6 Q6 S'U !{>f' Email: G, GU-FSTV/,pAjD e rIt(A/L .CAwi DESIGN PROFESSIONAL INFORMATION: Name: 41<,T AYZ(At rw:e r-f 4404f AP V-4-4£ _4-�44/r9CTU,c£ fY4 Mailing Address; 3-�1 ow 11 . o. "Oo r /1- 2 Phone#:q(7-G/0 '2y3j_ ( Email: L r CONTRACTOR INFORMATION: Name: S Mailing Address: NZ�P f2rc,1<1 IZO?4-D 0V Cj�/ T �' (/ 9>f"7 Phone#: to�� ( �U Email; L �J��S 7�V ✓J) �Gt1/•�/C,Co Q DESCRIPTION OF PROPOSED CONSTRUCTION &fqewStructure [--]Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ANO Will excess fill be removed from premises? Mes El No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ONO 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 Zone 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 punishable as a Class A misdemeanor pursuant to Section 230.4S of the New York State Penal Law. Application Submitted By Q nt name): ❑Authorized Agent ❑Owner Signature of Applicant: Date: CONNIB D.BUNCH Notary public,State of New York STATE OF NEW YORK) No,01BU61850 0 SS: ©uallfled In Suffolk County COUNTY OF ) commission Explros April 14, m L Q �S ��y� h �I being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the OLAVZ (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 f„ ��,.. 20� y Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Scott A. Russell � �F � 5JF0]KMWA\T]E1K SUPERVISOR NIANAGr]EMTENT SOUTHOLD TOWN HALL-P.O.Box 1179 O ,� �f Southold ],� L 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town n �6 d CHAKER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: .. Date: ir, s — Contact Information: ��� G(E-Mail&Telephone Number) � .1 'A P 6!/, k1p /O Pro pert Address / Location of Construction Site: S.C.T.M. #: 1000 14 District C? Block Lot Section loc TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than 1 Acre. No S.P.D.E.S.Permit is Re uired! Project does Not Discharge to Waters of the State. No S.P.D.E.,S. Peri-nit is Ef nvlircd 1 Area of Disturbance is Greater than 1 Acre &Storm-water Runoff Discharges Directly ❑ to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S.P.D.E,S.Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Bubldin Permit. Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST'OBTAIN a S.P.D.E.S. Permit throu 'h the Southold Town En ineerina Department Prig,to Issuance of a Building Permit, Reviewed By: Date: S� _........... FlIRTVI # CMC'P-Tl1C(lrtnhar 7n 14 C CC ;! v e 'l OEPARTME9 ur R, .MPPRGwAL, tj, !?f Pi��lth Zcfl�r,tp- U N LAC -j!D R 45", Call f6al,� 48 ho 4Y2�in -t)-NGl-'F= FAWLY RE advance,tv 3'r W, 5/6/21 E L L N 1) J A�I E-z N R-21-0769 U- S�HOMNl ON FE 5 ARS E X MEE> T 24 5/6/27 10245- WELL DWELLING V/WELL WATEF? LOT 4 iao, C 0 SEPTF -981 DWELLING IW/WELL WATER LOT 5 TARY SYSTEM -,o L S.T. -EP L.P. 17,, 150' DRY X, q� - %�/ CELLAR ENT. EL(I 6.5) EL(l 6.5) dy S.T. 0-0 .20 Ql 4y j� ->0 0 .00, 15.0, LL, a 40 . C) �2 it co LOT 6 i7� CL 14.7 DWELLING WIWELL WATER & SEPTIC OVER 60) EL(I 6.0) 150' E F, as ko 14 I N CL 14.3 ------------ ----- --------- 2 2 6.40' -———————————————————————----I ---I———————————————— EDGE OF PAVEMENT OLDCL 13.4 FARM CC 13.2 WELL DWELLING WIWELL WATER VACANT .50' SEPTIC 75' 0 0 lk J5DH 6 CONSTRUCTION NOTES NAILING SCHEDULE STRAPPING DETAILS 420 OLD FARM ROAD 1. ALL WORK SHALL CONFORM TO THE AF&PA WOOD FRAME 1. NAILING PER NYS CODE; INCLUDING (5)10d NAILS AT SILL AND 1. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL ORIENT,NY 11957 CONSTRUCTION MANUAL 2015 HIGH WIND EDITION PLATE OF ALL 2x6 STUDS 2. PROVIDE(8)8d COMMON NAILS IN EACH END OF 14"20 GA. 2. DESIGN LOADS AS FOLLOWS: 2. USE GALVANIZED FASTENERS FOR ALL FRAMING GALVANIZED STRAP FOR LATERAL/SHEAR CONNECTIONS AT LIVE LOAD: PER TABLES R301.S&R301.6 3. USE 6d NAILS @ 12'O.C. FOR EXTERIOR SHEATHING,EXCEPT USE RAFTER/ROOF-TO-WALL,WALL-TO-WALL,AND DEAD LOAD: PER R301.4 8d NAILS @ 4" O.C. FOR PERIMETER OF EACH SHEATHING SHEET WALL-TO-FOUNDATION CONNECTIONS IN CONFORMANCE w/ SNOW LOAD:20 PSF GROUND SNOW LOAD PER FIG. R301.2(6) TABLE 3.3b OF LATEST EDITION OF WOOD FRAME WIND EXPOSURE CATEGORY'C' FOR 130 MPH 3 SECOND GUST ROOF FRAMING CONSTRUCTION MANUAL(WFCM) FOR 120 MPH FASTEST WIND PER R301.2.1.4&FIG. R301.2(5)A RAFTER TO TOP PLATE TOE-NAIL 3 PER RAFTER SPEED TRUE SEISMIC CATEGORY B PER FIGURE R301.2(2) CLG JOIST TO TOP PLACE TOE-NAIL 3 PER JOIST NORTH CLG JOIST TO PARALLEL RAFTER FACE-NAIL 3 EACH LAP LOCATION LIVE DEAD DEFLECTION LIMIT CLG JOIST LAPS OVER PARTITION FACE-NAIL 3 EACH LAP 1ST FLOOR 40 PSF 12 PSF L/360 -- - RIDGE STRAP EACH END- 2 -EACH END 2ND FLOOR 40 PSF 12 PSF L/360 BLOCKING TO RAFTER TOE-NAIL 2-8d EACH END ROOF ROOF 20 PSF 15 PSF L/360 RIM BOARD TO RAFTER END-NAIL 2-16d EACH END ASSEMBLY TAX MAP NO.1000-25.5.8 FOUNDATIONS&FOOTINGS WALL FRAMING n ISSUE/REVISION DATE 1. ASSUMED SOIL BEARING CAPACITY=1,500 PSF TOP PLATE TO TOP PLATE FACE-NAIL 2-16d PER FOOT 2. CONCRETE TO BE 3,500 PSI @ 28 DAY TEST, REINFORCE TOP PLATES AT INTERSECTIONS FACE-NAIL 4-16d EACH SIDE .00 FILING SET 05.01.2024 THROUGHOUT STUD TO STUD FACE-NAIL 2-16d 24" O.C. 3. NEW FOOTINGS TO REST ON UNDISTURBED EARTH,WHERE HEADER TO HEADER FACE-NAIL 16d 16" O.C. CONFIRMED TO BE FULLY INORGANIC. NOTIFY OWNER AND TOP OF BOTTOM PL TO STUD END-NAIL 2-16d PER 2x4 ARCHITECT WHERE CONDITIONS ARE DISCOVERED THAT VARY 3-16d PER 2x6 FROM THIS. EXCAVATE AND REPLACE WITH 6" CLEAN FILL OR 4-16d PER 2x8 FLOOR DRAWN BY:J.LACHAPELLE BANK RUN WHERE DEEMED NECESSARY BY ARCHITECT. BOTTOM PLATE TO FLOOR JOIST ASSEMBLY CHECKED BY:J.IACHAPELLE 4. ALL STRUCTURALLY BEARING FOOTINGS SHALL EXTEND BAND JOIST, END JOIST, OR MINIMUM 36° BELOW GRADE. BLOCKING FACE-NAIL 2-16d PER FOOT NOTE:THIS IS AN 11"x 17"SHEET 5. FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO DRAWINGS MAY BE PRINTED NOT TO SCALE CHANGE ELEVATION.CONSULT WITH-ARCHITECT. FLOOR FRAMING 6. FOUNDATION WALL SHALL EXTEND A MINIMUM OF 6"ABOVE_ _ JOIST TO SILL,TOP PLATE LaChapelle Architecture PLLC FINAL GRADE,OR AS REQUIRED BY CODE. - _ _ - - - -- - - - 6. DO NOT WET SET STRUCTURAL INSERTS:SECURE DOWELS, _ TO GIRDER TOE-NAIL 4-8d PER JOIST P.O.Box 1251 BRIDGING TO JOIST - TOE-:NAIL 2-8d EACH END Mattituck,NY 11952 THREADED ROD,J-BOLTS,ANCHORS PRIOR TO PLACEMENT OF BLOCKING TO JOIST TOE-NAIL 2-8d EACH END ABBREVIATIONS (646)251-5058 lake@lachapellearchitecture.com CONCRETE. BLOCKING TO SILL/TOP PLATE FACE-NAIL 3-16d EACH BLOCK LEDGE STRIP TO BEAM FACE-NAIL 3-16d EACH JOIST A.F.F. ABOVE FINISH FLOOR GWB GYPSUM WALL BOARD FRAMING ALT ALTERNATE 1. FRAMING LUMBER TO BE DOUGLAS FIR/LARCH STAMPED JOIST ON LEDGE TO BEAM FACE-NAIL 3-8d PER JOIST APP. APPLIANCE(S) HM HOLLOW METAL RED AR BAND JOIST TO JOIST END-NAIL 3-8d PER JOIST �,"�� CH car STRUCTURAL GRADE NO.2 OR BETTER BAND JOIST TO SILL/TOP PLATE TOE-NAIL 2-16d PER FOOT HT HEIGHT �pqp�`<� ' 2. SHEATHING TO BE APA-RATED, EXPOSURE 1 B.O. BY OTHER HW HOT WATER 3. SUB-FLOORING TO BE APA-RATED' EXPOSURE_ 1, GLUED AND ROOF SHEATHING RING-SHANK NAILED C/C CENTER TO CENTER MECH. MECHANICAL STRUCTURAL PANELS 8d TABLE 3.8 4. AT HEADERS OVER 6' PROVIDE DOUBLE UPRIGHTS;AT HEADERS CLG CEILING MTL METAL �r OVER 9' PROVIDE TRIPLE UPRIGHTS DIAGONAL BOARD SHEATHING: CMU CONCRETE MASONRY UNIT 5. HEADERS TO BE (2)2x8 MINIMUM OR AS INDICATED 1"x6" OR 1"x8" 2-8d PER RAFTER1"x10" OR WIDER 3-8d PER RAFTER CONC CONCRETE PTD PAINTED tip. 03393� 6. PROVIDE DOUBLED FRAMING AT ALL OPENINGS INCLUDING CONT. CONTINUOUS O I ti STAIRS, ETC. CEILING SHEATHING CONT'D CONTINUED RCP REFLECTED CEILING PLAN 7. PROVIDE SOLID BLOCKING AT ALL FLOOR JOISTS AND ROOF GYPSUM WALLBOARD COOLERS 5d -7° EDGE D.H. DOUBLE HUNG O.C. ON CENTER --' RAFTERS AT MAX. 8'-0", PROVIDE 2" SPACE FOR AIR - -- ----CIRCULATION AT ROOF 10" FIELD_ DIM. DIMENSION 8. PROVIDE 2x6 STUD FRAMING TYPICAL WALL SHEATHING DIA. DIAMETER SIM. SIMILAR STRUCTURAL PANELS 8d TABLE 3.9 DISC. DISCONTINUOUS S.S. STAINLESS STEEL mx°°°m°x,°,w"r W m IN W°n ucr`row, ff M EP=°v REGULATORY NOTES FIB�/BOA 5�PANELS gd 3"EDGE mx�.���x°�,x,",�,x°� DWG DRAWING STL. STEEL NAILING SCHEDULE 6" FIELD ELEC. ELECTRIC TYP. TYPICAL & 1. REFERENCE HEREIN TO 'BC'OR'CODE' SHOULD BE CONSTRUED PARTICAL BOARD 8d TABLE 3.9 ENG. ENGINEER STRAPPING DETAILS TO MEAN THE APPLICABLE BUILDING CODES OF NEW YORK EQ. EQUAL V.I.F. VERIFY IN FIELD STATE. FLOOR SHEATHING-GLUED&RINK-SHANK NAILED EXIST. EXISTING STRUCTURAL PANELS<1° 8d-6'-EDGE- - --W/ WITH - SHEET NO: 2. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED 12" FIELD FL FLOOR WRB WEATHER RESISTIVE s1noo HEREIN IS COMPLIANT WITH ALL APPLICABLE LAWS,CODES, STRUCTURAL PANELS >1" 10d 6" EDGE BARRIER AND REGULATIONS. 12° FIELD WD. WOOD SHEET 1 OF 8 ADDITIONAL FOOTING FOR &'CONCRETE CURB TO 36" 9-1 TYP. DECK ROOF POST FROST DEPTH AS BEARING FOR O. -YI 7777.7 77,�7777 STAIR STRINGERS@ 16 420 OLD FARM ROA C. D 1;;It 91 (3)P.T.2x10BEAM ORIENT,NY 11957 -------- -------------—I I------------------ ----------- REINFORCED CONCRETE 10"0 SONOTU13E FOOTING,FLARED WOOD-FRAMED DECK OR SQUARED TO 18'x1 8"AT ABOVE BOTTOM;36'DEEP 2x8 P,T,LEDGER;FASTEN USING TIMBERLOCK LEDGER SCREWS @ 12"O.C. 2X8 P.T.JOISTS @ 16"O.C. STAGGERED,PROVIDE POLYETHYLENE LEDGER SPACERS FOR DRAINAGE,TYP. TRUE NORTH ---------------- ----------------- ---------------- -------- ------------------------ --------!:------------------------------------------ ----------------- ----------- 9�TJI 110 BY WEYERHAUESER @ 16"O.C; TAX MAP NO.1000.25.5-8 DIRECT APPLY GWB CEILING (UNFINISHED BASEMENT) b (OR SIM.SHEATHING) # ISSUE/REVISION DATE ----- ---------------------- .00 FILING SET 05.01.2024 11p TJI 560 BY r-------------------- ------------------ WISER @ 16" O.C.;DIRECT APPLY GWB CEILING(OR SIM. SHEATHING) 1j"x 1 1j"TIM13ERSTRAND 1.55E LSL BY WEYERHAUESER DRAWN BY:J.LACHAPELLE 2x4 FRAMED PARTITION AT MECHANICAL ROOM 6-0" CHECKED BY-J.LACHAPELLE r 9-1— 6-1 -- ------------- NOTE:THI----------- lilt till DRAWINGS MAYBE PRINTED NOT TO SCALE P IR 1014 9j"TJI 110 13Y SLAB ON GRADE ABOVE WEYERHIAUESERj 4-Ti1 110BY II @ 16"O.C. zt=WEYERHAUESER r@�—, LaChapelle Architecture PLLC-------- -- - 2 0 W -xa PL3 W 0 6"0. ;DIRECT APPLY 2x8 P.T.JOISTS @ 16,O.C. II OD-FRAMED P.O.Box 1251 GWB CEILING(OR SIM.MECHANICAL ROOM Mattituck,NY 11952 DECK BOVE SHEATHING) .; L------------i I L_ r---1 (646)251-5058 jake@lachapellearchitecture.com - ----- 77. 2x4 FRAMED 1 -------------- 12' 2- PARTITION AT-- i J STAIRS i 1j'x9j"TIMBERSTRAN0 (,2 2.10BEAM 1.55E LSL BY D P.T.REINFORCED CONCRETE 10`0 S8 WEYERHAUESER -------------------- UBE FOOTING,FLARED OR SONOT (6)*4 POSTS WITHIN \'Ac L SQUARED TO IBN18"AT BOTTOM; 59. FRAMING WHERE 81'CONCRETE CURB TO 36" 14"TJI 560 BY INDICATED,TYP.. WEYERHAUESER @ 16' STAIR FROST DEPTH AS BEARING FOR O.C:DIRECT APPLY GWB GENERAL NOTES: STAIR STRINGERS @ w D.C. CEILING(OR SIM. 1. DIMENSIONS GIVEN ON THIS DRAWING ARE MAXIMUM 2x8 P.T.LEDGER;FASTEN USING SHEATHING) SPANS,FOR CONTRACTORS;CONFIRMATION IN THE TIMBERLOCK LEDGER SCREWS @ 251 '4" YERH 0 C.DIRECT CEILING FIELD-DO NOT BUILD FROM THESE DIMENSIONS;SEE 12"O.C.STAGGERED,PROVIDE 4;) '5 '19 ARCHITECTURAL PLANS FOR DIMENSIONS POLYETHYLENE LEDGER • 0339 2. ALL SUB-FLOOR SHEATHING TO BE GLUED AND L------- ----------------------------------------- I SPACERS FOR DRAINAGE,TYP. RING-SHANK NAILED 3. CONSULTAND FOLLOWALL MANUFACTURER INSTRUCTIONS FOR THE USE OF THESE U PSL BY WEYERHAUESER MANUFACTURED LUMBER PRODUCTS.THESE 8"CIP REINFORCED CONCRETE DRAWINGS 00 NOT SHOW ALL DETAILS,FASTENING FOUNDATION WALL AT CELLAR,TYP. REQUIREMENTS,AND OTHER DATA PERTINENT TO 8`x 24"CONTINUOUS CIP CONCRETE PLACE SCHEDULE 30 PERFORATED PVC PIPE w/HOLES THESE MANUFACTURED LUMBER PRODUCTS. FOOTING AT PERIMETER wl(3)#5 FACING DOWN AT FOOTING PERIMETER,MIN SLOPE 4-IN 100 Nr=y IIIrtCUgMLLL 4. OBSERVE CODE AND MANUFACTURER LIMITATIONS ON BAR CONTINUOUS,TYP.; FT TO DRYWELL;PLACE PIPE BELOW BOTTOM OF BASEMENT ALLOWABLE HOLES IN MEMBERS,MEMBERS WITH MIN.3"COVER FOR BAR SLAB IN CRUSHED STONE(NO FINES)WRAPPED IN HOLES OR NOTCHES WHERE NOT ALLOWED WILL BE GEO-TEXTILE FILTER FABRIC;PIPE CONNECTION THROUGH REMOVED AND REPLACED. FOOTING CONNECTS PERIMETER DRAIN TO CRUSHED STONE FOUNDATIONS & 5, FOLLOW ALL CODE REQUIREMENTS FOR FRAMING, DRAINAGE PAD UNDER BASEMENT SLAB-SEEW DRAWINGS 6. 6-MIL OR THICKER POLYETHYLENE VAPOR BARRIER FIRST FLOOR UNDER BASEMENT SLAB,OVER 4-GRAVEL BED(NO FINES);INSULATION PER DETAILS FRAMING PLAN SHEET NO: PROJECT OCONSTRUCTION PLAN - CELLAR NORTH SCALE: 1/8" = T-0" ����0 SHEET 2 OF 8 _j 420 OLD FARM ROAD ORIENT,NY 11957 11i"TJ1210BY WEYERHAUESER I DRESSED 6x6 P.T.POST,TYP. @ 16"O.0 I It x e TIMBERSTRAND 1.55E LSLBY WEYERHAUESER WOOD DECK 20 92 ROLLAM .OE LVL BY i (3)2x10 HEADER 4x4 POSTS WITHIN FRAMING (3)2x10 HEADER FF ESER; ANDARD i NORTH WHERE INDICATED RAMIN O BEARING TRUE FOR ROOF RAFTE S ' (2)2x10 HEADER -__ ------ ' ----------- ------ --- ----------- i 31"x 11�"TIMBERSTRAND 1.55E I - BATH 111"TA 210 BY LSL BY WEYERHAUESER WEYERHAUESER i 11"TJI 210 BY @ 16"O.0 11j'TJ1210 BY p WEYERHAUESER 1 WEYE 16-O.0 ER� dj @ 16"O.0 TAX MAP N0.1000-25.5.5 LIVING/DINING/KITCHEN MASTER BEDROOM # ISSUE/REVISION DATE 21'-10" 21'-11" 5'4" 15'-1" .00 FILING SET 05.01.2024 FRAFTERS BEARING ON SEE DWG.S4 WALLABOVE FOR BEAM I DRAWN BY:J.LACHAPELLE CONTINUATION OF ROOF CHECKED BY:J.LACHAPELLE FRAMING LSL LSL --- - TJI ---TJI_ _ _ - NOTE: x 7"SHEET GARAGE - UP T IR i (3)2x8 HEADER DRAWINGS MAY BE PRINTED NOT TO SCALE SLAB ON GRADE 9Z"TA 110 BY WEYERHAUESER @ 9j"TJI 110 BY I MASTER BATHROOM - - -- - --16"0.C;DIRECT-APPLYCEIUNG - WEYERHAUESER@16" I - - - — - LaChapelle Architecture PLLC SHEATHING O.C;DIRECT APPLY GW_B'I`D CEILING -DN P.O.Box 1251 1T"x 11p"TIMBERSTRAND 1.55E LSL BY TERRACE ENTRY Mattituck,NY 11952 WEYERHAUESER @ 16" (646)251-5058 fake@lachapellearchitecture.com O.C. 21'-6" _---_____ BATH r, 31"x 9}"OR 1t x 111"TIMBERSTRAND It x 9}"TIM13ERSTRAND 1.55E LSL BY 1.55E LSL BY WEYERHAUESER; WEYERHAUESER;COORDINATE FOR ERE,S E) q R -------------- -----_ COORDINATE FOR HEAD CLEARANCE HEAD CLEARANCE \,ACy 14"TJI 560 BY Q 1h 11t,TIMBERSTRAND 1.55E WEYERHAUESER @ 16"O.C; LSL BY WEYERHAUESER DIRECT APPLY GWB CEILING OPTION TO UPSIZE TO 16°TJI GENERAL NOTES: 560 FOR INCREASED RIGIDITY 1. DIMENSIONS GIVEN ON THIS DRAWING ARE MAXIMUM - r SPANS,FOR CONTRACTOR'S CONFIRMATION IN THE BEDROOM FIELD-DO NOT BUILD FROM THESE DIMENSIONS;SEE 24'-10" \.�T�� 03393�O'� ARCHITECTURAL PLANS FOR DIMENSIONS F 2. ALL SUB-FLOOR SHEATHING TO BE GLUED AND �I RING-SHANK NAILED ----------- ----------- 3. CONSULT AND FOLLOWALL MANUFACTURER ----- --------- INSTRUCTIONS FOR THE USE OF THESE __ - - = - MANUFACTURED LUMBER PRODUCTS.THESE anoHEADeRTYP. DRAWINGS DO NOT SHOW ALL DETAILS,FASTENING - REQUIREMENTS,AND OTHER DATA PERTINENT TO wmmroxwwcxrtnmcvuaon THESE MANUFACTURED LUMBER PRODUCTS. =," u,�,�„,,,p„R�-,,,,,,�M�,,,,,,"",,,,, ,urego�m'un,iorw'gi"n'rioiec±evo"� w'nw',°an°ro'ncoxvimoxei,wm"i earienvev' 4. OBSERVE CODE AND MANUFACTURER LIMITATIONS ON mnw vamw wxxom m wmm x roxamr or ucx°r,u,urcxn,crvu vuc. ALLOWABLE HOLES IN MEMBERS.MEMBERS WITH o mm+mm zw uewrcui iwcx rtenxa,vue HOLES OR NOTCHES WHERE NOT ALLOWED WILL BE REMOVED AND REPLACED. SECOND FLOOR & 5. FOLLOWALL CODE REQUIREMENTS FOR FRAMING. 6. 6•MILOR THICKER POLYETHYLENE VAPOR BARRIER LOWER ROOF UNDER SLABS ON GRADE,OVER 4"GRAVEL BED(NO FRAMING PLAN FINES);INSULATION PER DETAILS — -- - - - — � - - - SHEET N0: PROJECT OCONSTRUCTION PLAN - FIRST FLOOR NORTH S3,00 SCALE; 1/8" = T-0" SHEET 3 OF 8 420 OLD FARM ROAD ORIENT,NY 11957 (3)2x8 HEADER,TYP. TRUE NORTH OPEN TO BELOW ROOF SLOPE TAX MAP NO.1000-25.-5-8 # ISSUE/REVISION DATE .00 FILING SET OS.01.2024 SEE DWG.S3 it x 9p TIMBERSTRAND 1.55E LSL BY FOR WEYERHAUESER;COORDINATE FOR CONTINUATION HEAD CLEARANCE DRAWN BY:J.LACHAPELLE OF ROOF FRAMING (3)2x8 HEADER,TYP. CHECKED BY:J.LACHAPELLE ----- NOTE:THIS IS AN 11"x 17"SHEET MEZZANINE _-, _ _— _,__ __ _- _ _ ___ DRAWINGS MAYBE PRINTED NOT TO SCALE GARAGE 118"TA 360 BY SEE DWG.S3 WEYERHAUESER _-- ---_ _----- ---___-- _-- - _ FOR GARAGE --- - - --- - @-16"-O.C------ - ; -- _ _ _ LaCh pe e Architecture ure PLLC _ T ROOF FRAMING 21 6" DN _ BATH Ma P.O. Ock x 1211952 � (646)251-5058 jake@lachapellearchitecture.com (3)2x8 HEADER,TYP. 11g"TA360 BY �� Q RC WEYERHAUESE p @ 16"O.0 F � BEDROOM BEDROOM GENERAL NOTES: 1. DIMENSIONS GIVEN ON THIS DRAWING ARE MAXIMUM SPANS,FOR CONTRACTOR'S CONFIRMATION IN THE 03393 ti yO/ FIELD-DO NOT BUILD FROM THESE DIMENSIONS;SEE ARCHITECTURAL PLANS FOR DIMENSIONS 24-10" 2. ALL SUB-FLOOR SHEATHING TO BE GLUED AND RINGSHANK NAILED 3. CONSULTAND FOLLOWALL MANUFACTURER INSTRUCTIONS FOR THE USE OF THESE --- -- MANUFACTURED LUMBER PRODUCTS.THESE DRAWINGS DO NOT SHOWALL DETAILS,FASTENING _ REQUIREMENTS,AND OTHER DATA PERTINENT TO - � THESE MANUFACTURED LUMBER PRODUCTS. = a��„aa 4. OBSERVE CODE AND MANUFACTURER LIMITATIONS ON ALLOWABLE HOLES IN MEMBERS.MEMBERS WITH HOLES OR NOTCHES WHERE NOT ALLOWED WILL BE REMOVED AND REPLACED. UPPER ROOF 5. FOLLOWALL CODE REQUIREMENTS FOR FRAMING. FRAMING PLAN — — SHEET NO: PROJECT O SCALE:CONSTRUCTION T 8CTION�PLAN - SECOND FLOOR NORTH S4mOO SHEET 4 OF 8 420 OLD FARM ROAD ORIENT,NY 11957 TRUE TAX MAP NO.1000-25:5-8 0 ISSUE/REVISION DATE ROOF SLOPE Z2 ROOF SLOPE .00 FILING SET 05.01.2024 S7 S7 —� S7 DRAWN BY:J.LACHAPELLE CHECKED BY.J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAYBE PRINTED NOT TO SCALE LaChapelle Architecture PLLC 3 __ P.O.Box 1251 s7 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com ROOFSLOPE D Ay AC 2 � s7 s7 � 44� 03393 M�4u,[wipn4 DPD 7�Nn1[D{NRMn�Y�tlIRLPAG[DD Wo,R[trvR[PLLLIM DMYAIRRMDDi ll�iO[D CO YmICclf. iDRgoDIRDY,0TFR5 PRDrtU DY D,X[RINDDS DR i09YWl[IIDYO i.x6PYW[tt DY 0[Y[YINII[4WRHDD,ix[VDYI,[Y CDN)D,1 UDYN[lII KSM[<Nrt[ILLC OcOPYR&M30UYCNYRDl/MNRLRYRI PLLD ROOF KEY PLAN - ------ -- -- - - -- - - - -- — --- - - -� — - - -- SHEET N0: PROJECT OKEY PLAN - ROOF NORTH S5wOO SCALE: 1/8" = 1'-0" SHEET 5 OF 8 PROVIDE STRAPPING THROUGHOUT IN CONFORMANCE 420 OLD FARM ROAD WITH THE REQUIREMENTS OF ORIENT,NY 11957 THESE DOCUMENTS AND OF 2020 sz"PLYWOOD SUBFLOOR;GLUED& BUILDING CODE OF NYS SCREWED OR RING-SHANK NAILED TO JOISTS PER CODE REQUIREMENTS 2x6 STUD FRAMING,TYP. TRUS JOIST TJIs BY WEYERHAEUSER OR INSULATE PER'A'SHEETS EQUIVALENT @ 16"O.C.;FOLLOW ALL CODE 4'PLYWOOD SHEATHING;SCREW AND MANUFACTURER REQUIREMENTS TRUE OR RING-SHANK NAIL NORTH RIMBOARD BY WEYERHAEUSER OR WATER-RESISTIVE BARRIER, COMPATIBLE EQUIVALENT;FULLY SIDING,ETC., PER'A'SHEETS BLOCK ALL POSTS(E.G.CORNER ----" --- FLOOR ASSEMBLY CANTILEVERED FRAMING, KING STUDS,ETC.)FROM OVER FOUNDATION AS LOAD ABOVE TO BEARING BELOW NECESSARY TO ACCOUNT FOR SEAL RIMBOARD TOP AND THICKNESS OF FOUNDATION TAX MAP NO.1000.25:5s BOTTOM INSULATION-CONSULT'A'SHEETS # ISSUE/REVISION DATE 2x10 P.T.SILL PLATE EQEQ p .00 FILING SET 05.01.2024 SILL GASKET ABOVE AND BELOW TERMITE SHIELD 8'DIA.THREADED ROD ANCHOR ' (MIN.24"EMBED)OR 8"DIA.J-BOLT; / / / / / / @ 32"O.C.(6"FROM CORNERS, 12" DRAWN BY:J.LACHAPELLE I I ® \\\�\\�\\�\\�\\�\\ �vnJ /// //////// / FROM END OF PLATE) I I °I I I�" •, \\�\\�\\/\\\�\\�\\ CHECKED BY.I.LACHAPELLE I _ I • ° j\\�\\�\\\/\\j\\�\\� NOTE:THIS IS AN 11"x 17"SHEET ° -_--�- FINISHJS-DESIRED<.UaSE------ — - I •n• :�"I�. //\\//\\//\\//\\//\\//\\ _ - DRAWINGS MAY BE PRINTED NOT TO SCALE 'DRY-GUARD'OSB OR SIMILAR <I I` ' . \ \ jj// ///j/////// FASTENED TO P.T. PURLINS;_DO NOT _ _ i i �__a__I I.-'__-��;--- -,\\ \\ \� LaChapelle Architecture PLLC APPLY IMPERMEABLE COATING P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com BASEMENT `• / FOR FOUNDATION INSULATION, \�\�\/\/\/\ WATERPROOFING,DIMPLE SHEET . /\ \ \\\ \\\\/ R IE D \/ SEE W SHEETS �-�E R" 8"CIP REINFORCED CONCRETE I I I `° �\\�\\�/\\�/\\�/\\�/\\� g x 24"CONTINUOUS CIP �\���ACy-0'O yi FOUNDATION WALL;#5 BAR @ I I ° • II•®'. • //\//\//\//\//\//\ CONCRETE FOOTING AT 16"O.C.IN EACH DIRECTION PERIMETER w/(3)#5 BAR #5 BAR DOWELS @ 16"O.C.;36" I I •)I / OR BIAROUS; MIN.3"COVER EMBED IN STEM WALL — I! e ° s I I II •' PIPE CONNECTION THROUGH I '111 I FOOTING CONNECTS PERIMETER ,F nF 0339 4"REINFORCED CONCRETE SLAB w/ I � .d °1 ILj°° .'• o DRAIN TO CRUSHED STONE GALV.WOVEN WIRE MESH PLACED AT ---_ If ® RAINAGE PAD UNDER BASEMENT • II ° ° � S B MIDPOINT OF SLAB;COMPRESSIBLE �SC�iEDULE 30 PERFORATED PVC FILLER AT PERIMETER = �1I I °' °' PIPS w/HOLES FACING DOWN MIN °,• .x°.x°nie°n""eu iorw'O11Cinninc° vo¢�'aav'P°na`enrto.avwnn . .a f airn.no��."w�>,�oamons wrreemw°e"¢en°runwrue m ranomw raa""s o SLOkE 4"IN 100 FT TO DRYWELL; POLYETHYLENE 6-MIL VAPOR BARRIER � ° . °. ° ' Q mm.rwamaoa.uo"rnu."e"rrerune e"e a° • PLACE PIPE BELOW BOTTOM OF 2"XPS INSULATION(R-10) a a _ a BAS�MENT SLAB IN CRUSHED 4"THICK CRUSHED • °�e °_.67 ®' STONE(NOFINES)WRAPPEDIN FOUNDATION DETAILS STONE(NO FINES) GEOEXTILE FILTER FABRIC UNDISTURBED-EARTH -- --— SHEE9''NO: O TYPICAL FOUNDATION S.6,00 ALE 2 SHEET 6 OF 8 LSTA18 STRAPPING BY SIMPSON ROOF SHEATHING - w/(12)1Od NAILS @ EACH RAFTER; LSTA18 STRAPPING BY SIMPSON 420 OLD FARM.ROAD LEAVE MIN 22"END DISTANCE w/(12)10d NAILS @EACH RAFTER; ORIENT,NY 11957 ROOF SHEATHING LEAVE MIN 28"END DISTANCE TRUS JOIST TJI BY WEYERHAUESER I TRUS JOIST TJI BY WEYERHAUESER NO HOLES AT BEARING-REFER NO HOLES AT BEARING-REFER TO MANUFACTURER DATA AND I TO MANUFACTURER DATA AND INSTRUCTIONS i INSTRUCTIONS TJ RIM BOARD i TJ RIM BOARD TRUE i NORTH 8d NAIL ONE EACH SIDE, 12 i 8d NAIL ONE EACH SIDE, 12" i MINIMUM FROM END i MINIMUM FROM END BEVELED CONTINUOUS BEARING BEVELED CONTINUOUS BEARING PLATE OR VARIABLE SLOPE SEAT PLATE OR VARIABLE SLOPE SEAT CONNECTION(VSA)BY SIMPSON CONNECTION(VSA)BY SIMPSON TAX MAP NO.1000-25.b5 DBL TOP PLATE AT WALL FRAMING DBL TOP PLATE AT WALL FRAMING # ISSUE/REVISION DATE PROVIDE INTERMEDIATE&SHEAR PROVIDE INTERMEDIATE&SHEAR BLOCKING PER CODE AND BLOCKING PER CODE AND .00 FILING SET 05.01.2024 MANUFACTURER INSTRUCTIONS; MANUFACTURER INSTRUCTIONS; OTYPICAL END BEARING INCLUDE BIRDSMOUTH VENTILATION O TYPICAL TOP END BEARING ON WALL INCLUDE BIRDSMOUTH VENTILATION SCALE: 12" = 1'-�" HOLES IN BLOCKING 2 SCALE: = 1'-O' HOLES IN BLOCKING DRAWN BY:J.LACHAPELLE CHECKED BY.J.LACHAPELLE NOTE:THIS IS AN 11"x 17"SHEET DRAWINGS MAY BE PRINTED NOT TO SCALE PROVIDE STRAPPING ROOF SHEATHING LaChapelle Architecture PLLC ----------- - - IN-CONFORMANCE - -- LSTA18 STRAPPING BY SIMPSON WITH THE REQUIREMENTS OF- P.O.Box 1251 THESE DOCUMENTS AND OF 2020 w/(12)1 Od NAILS @ EACH RAFTER; Mattituck,NY 11952 BUILDING CODE OF NYS LEAVE MIN 28"END DISTANCE (646)251-5058 jake@lachapellearchitecture.com TRUS JOIST TJI BY WEYERHAUESER NO HOLES AT BEARING-REFER TO MANUFACTURER DATA AND r INSTRUCTIONS C, R- RC�� WEB STIFFENERS PER �'OF� MANUFACTURER INSTRUCTION e 1 �\�'• 8d NAIL ONE EACH SIDE, 12" MINIMUM FROM END BEVELED CONTINUOUS BEARING ! w PLATE OR VARIABLE SLOPE SEAT �rT��• 03393�Q4f �. F CONNECTION(VSA)BY SIMPSON DBL TOP PLATE AT WALL FRAMING — — PROVIDE INTERMEDIATE&SHEAR BLOCKING PER CODE AND Irani,°"°"TI°nS WT[`Mn°[u¢[vf BYl"c"v[LL MANUFACTURER INSTRUCTIONS O TYPICAL TOP END BEARING ON WALL - 3 INCLUDE BIRDSMOUTH VENTILATION SCALE: 11" — T-0" HOLES IN BLOCKING FRAMING DETAILS -- -- - - SHEET NO: STOO SHEET 7 OF 8 DECK NOTES LEDGER FLASHING PROVIDE 2x8 JOISI1S&LI;DGE� 420 OLD FARM ROAD 1. REFER TO THE LATEST VERSION OF THE AMERICAN WOOD POLYETHYLENE(OR (2 OR 3)7�x10 EDGE B�AM ORIENT,NY 11957 COUNCIL'S'PRESCRIPTIVE RESIDENTIAL WOOD DECK OTHER I i CONSTRUCTION GUIDE'. WEATHER-RESISTANT) 2• ALL FRAMING LUMBER TO BE NO.1 GRADE OR BETTER, LEDGER SPACERS FOR i GROUND-CONTACT PRESSURE TREATED.[GLUE-LAMINATED DRAINAGE i TIMBER BEAMS ARE ALSO FEASIBLE;IF DESIREABLE PLEASE SIMPSON LUS28 JOIST i CONSULT WITH ARCHITECT FOR SIZING.THEY MUST BE TREATED HANGER,TYP. WITH AN OIL-OR WATER-BORNE PRESERVATIVE IN ACCORDANCE - � TRUE WITH AWPA UI. ----—— C0 NORTH LU 3. FLASH TOPS OF FRAMING LUMBER(BEAMS,JOISTS,STRINGERS) i WITH PEEL-N-STICK BITUMINOUS PRODUCT FOR DURABILITY. 4. ALL FASTENERS,ANCHORS,WASHERS,ETC.TO BE HOT-DIPPED TYPICAL SECTION GALVANIZED OR STAINLESS STEEL,EXCEPT THAT FLASHING Lt FASTENERS MAY ALSO BE SILICONE BRONZE OR COPPER. 5. ALL CONNECTORS(JOIST HANGERS,STRAPPING, ETC.)SHALL BE TAX MAP NO.1000-25.-M HOT-DIPPED GALVANIZED OR STAINLESS STEEL. 6x6 P.T.COLUMNS # ISSUE/REVISION DATE 6. BEAM SPLICES MUST OCCUR AT POSTS.STAGGER SPLICES WHEN COMPOSED OF TWO 2x10S. 00 FILING SET 05.01.2024 SIMPSON COLUMN BASE W/ '�° .•. a STANDOFF I I i 18"x18"x12"CIP CONCRETE I �' DRAWN BY:J.LACHAPELLE I• I ,' • �p FOOTING w/(3)#5 BAR IN •i• °i ° c CHECKED BY:J.LACHAPELLE l, EACH DIRECTION, BOTTOM i i ' "I ° _ I I � I� ��� _ NOTE:THIS S AN 11"x 17"SHEET -- --"— @36��BELOW GARDE,MIN. I ° DRAWINGS MAY BE PRINTED NOT TO SCALE - ----- -- - -- -- --- - �� 3"COVER FOR BAR,TYP. •. . ° i 1. --- - - LaChapelle Architecture PLLC — RAILING NOTE: • e P.O.Box 1251 PROVIDE 36"RAILING AT ° Mattituck,NY 11952 ALL LOCATIONS WHERE • 1, " DROP IS OVER 30" (646)251-5058 jake@lachapeilearchitecture.com ROUND OR SQUARE FLARED FOOTING BOTTOM ON UNDISTURBED EARTH �''T�� 03393 PVC RISER n nne mePx �e�oa"w er'vucn'.Pc,'u �dORn ��;OPO"Rp /` �, 0 OtN0 Pa0rtt1 sr olrLp rMfl[9.w I0gCOpnt[IIOn0iT0PP01 RIXIY'A 'iw 1Dr Ncxnw,vmxwnxevmmrx eoxsenrarunu.eue,wmnernuu rue'` 1 000' mn owrtwamxoaucxveueuenrteeruxe vuc DECK STAIR DETAIL DECK DETAILS - - — - SHEET NO: OTYPICAL S8,00DECK DETAILS SCALE: 11z — 1 0 SHEET 8 OF 8 GENERAL NOTES DRAWING INDEX AKT ARCHITECTS 1. ALL WORK SHALL CONFORM TO APPLICABLE PROVISIONS OF THE LOCAL BUILDING CODE architecture + interior design AND ANY AGENCIES HAVING JURISDICTION OVER THE WORK ARCHITECTURAL 2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REOUIRED INSURANCE AND LICENSES AND T-001.00 GEN. NOTES, SITE PLAN New Bowery SHALL SECURE ALL NECESSARY PERMITS AND PAY ALL RESPECTIVE FEES PRIOR TO PL RISER DIAGRAM New York, NYY 10012 COMMENCEMENT OF THE WORK T: 212.677.7077 A-100.00 CELLAR PLAN 3. ALL MATERIALS, ASSEMBLIES, EQUIPMENT AND METHODS OF CONSTRUCTION UTILIZED BY THE GENERAL CONTRACTOR AND SUB-CONTRACTORS ARE SUBJECT TO APPROVAL UNDER A-101.00 1ST FLOOR PLAN THE PROVISIONS OF THE LOCAL BUILDING CODE. A-102.00 2ND FLOOR PLAN 4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ON-SITE CONDITIONS BEFORE A-103.00 ROOF PLAN SUBMISSION OF PROPOSAL FOR WORK AND SHALL BE RESPONSIBLE FOR SAME THROUGHOUT A-104.00 DOOR SCHEDULE THE COURSE OF WORK ON THE PROJECT. WINDOW SCHEDULE J `` 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ADEOUATELY SHORING, BRACING AND A-200.00 ELEVATIONS PROTECTING ALL NEW WORK AND ADJACENT EXISTING WORK AND UTILITIES AGAINST � AIL COLLAPSE, DISPLACEMENTS OR OTHER DAMAGE IN ACCORDANCE WITH STANDARDS OF A-201.00 ELEVATIONS (' .■,. \ GOOD PRACTICE AND APPLICABLE LAWS. NO WORK CAN COMMENCE WITHOUT OWNER'S A-300.00 SECTION AA / w r 4 /'.■°0, APPROVAL AND WRITTEN AGREEMENT FROM TENANT TO COMPY WITH BUILDING REQUIREMENTS. A-301.00 SECTION BB / s 123Z30 f ` /r 6. ALL WORK SHALL COMPLY WITH ALL CODES, RULES, REGULATIONS AND ORDINANCES IN A-302.00 DETAILS 17 "So 17 -�J rffrnc ?' Q FORCE AND EFFECT AT SITE, EXCEPT THAT WHERE DRAWINGS OR SPECIFICATIONS CALL FOR r- MORE EXACTING STANDARDS OF LABOR AND/OR MATERIALS, THE MORE STRINGENT / 98 \•r�°1•■•� O REOUIREMENT SHALL GOVERN. ELECTRICAL a LOT s 7.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL ITEMS OF WORK TO BE INCLUDED IN E-100.00 CELLAR ELECTRICAL PLAN s s THE PROJECT. SHOP DRAWINGS SHALL SHOW SIZE, MATERIALS AND METHODS OF ASSEMBLY E-101.(0 1ST FLOOR ELECTRICAL PLAN "' 5 BEDROOM SANITARY SYSTEM S4?'0'11 ' C O AND INSTALLATION IN THE PROJECT. SHOP DRAWINGS SHALL BE SUBMITTED PRIOR TO E-102.00 2ND FLOOR ELECTRICAL PLAN I (2)8'0.B'DEEP LP. FABRICATION, ASSEMBLY AND INSTALLATION. E%P w�' `P 6'.DR'°EE 8.DRAWINGS ARE NOT TO BE SCALED--USE WRITTEN DIMENSIONS ONLY. I "'" m1 CELLAR FNT.LP 8, ^� " 1 EL(16.5) o. EL(16.5) L 9. CONTROLL L ED INSPECTION REOUIREMENTS: ITEMS SUBJECT TO CONTROLED INSPECTION - - S.T. 1'.9.5' z0 , ARE INDICATED ON SCHEDULE. INSPECTIONS ARE TO BE MADE AND/OR SUPERVISED BY A Poo/ 0:. .....N... PROFESSIONAL ENGINEER APPROVED BY THE OWNER. Y :::....�... 10.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REOUIREMENTS OF SG Y' .;:.;:o'�.: m l O a � I THE ARCHITECT. ' Per 8 "� " i C) z LOT S `V W LOT r '3 6,:. FIRE SAFETY NOTES V200 CL 14.7 ■+1� N 16 1. ALL BUILDING MATERIALS STORED AT THE CONSTRUCTION AREA AND/OR IN ANY AREA OF 74.9' \ 16 0) EL(16.0)1 I 3 THE BUILDING ARE TO BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS IS TO BE / % j CONTROLLED BY THE OWNER AND/OR THE GENERAL CONTRACTOR. OWRS ED FOR POOL WAM WATER 2_ ALL MATERIALS TO BE STORED IN AN ORDERLY MANNER. \\ // y 3. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE CONTAINERS. SUCH MATERIALS ARE TO BE KEPT AWAY FROM ALL HEAT SOURCES. 3Pe- 4. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEOUATELY VENTILATED 1 9�60 " SPACES. a� DL,4.3 5. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE IS EXPOSED CONDUIT. `� Issue Date:4/18/2024 6. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING - / 9.8500 Revisions TEST WELL 226.40' HOURS. j No. Date Description 7. THE CONTRACTOR WILL, AT ALL TIMES, MAKE SURE THERE IS NO LEAKAGE OF NATURAL S 65.25'00' W 15 I GAS IN THE BUILDING, OR ANY FLAMMABLE GAS USED IN CONSTRUCTION. - 1 4 EDGE OF PAVEMENT 1 CL 13.2 13 OLD CL 13.4 FARM 2 SCOPE OF WORK CL 14.5 ' •(� 3 RENOVATION AND ADDITION TO AN EXISTING TWO-STORY HOUSE. Mo w 10. � -- -NN- 4 N-- 2ND FLOOR ROOF VENT ---_� O O 6 ------_`------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ M ■17lJt � ' BATHROOM M' MN10t% � j 7 /2' N-11 i 8 emu � DRAINAGE CALCULATION INK 2 PROPOSED DWELLING W/COVERED PORCH: 2528 SQ.FT. Seal $t Signature: ` 2528 x 0.166-419.6 < 420cf REQUIRED • (1) 8'DIA x 5' DEEP DRYWELL-221ef PROVIDED WC TUB O I (1) 8'DIA x 7' DEEP DRYWELL=310cf PROVIDED 531cf TOTAL S` 2ND FLOOR SHOWER ***OVERSIZED FOR POOL WASTE WATER WASTE SITE PLAN 1STFLOOR ROOF------------------------------------------------- ------------ -----VENT------------------- -----VENT-----_---------- / y --- - ----------------------------------------------------- SCALE: NTS 1 BATHROOM MASTER BATHROOM KITCHEN BATHROOM}- do 2• 2' 2. 2' 2' 2' Title: SINK 2' SINK INK INK DW INK Tj GENERAL NOTES WC we TUB We SITE PLAN 1ST FLOOR SHOWER sL+owER PLUMBING RISER DIAGRAM 2 4 2 2 4' 2-12• 2 2 4 SYMBOLS z-, WASTE SECTION OR Scale:AS NOTED WASTE XO DOOR ELEVATION LAUNDRY DRAWING NO. NUMBER XX REFERENCE Drawing No.: DETAIL • REFERENCE WALL TYPE SHEET NO. WASHER ODRAWING NO. O SMOKE/ cE�LAR------------------------------------------- - CARBON ------- --- --- - - - -------------------------------------------------- ---------------- ------------------------ X SHEET NO. MONOXIDE T■■1 00.00 2 INTERIOR DETECTOR ELEVATION TO BE TO HOUSE TRAP X A.XX X REFERENCE HARDWIRED Page No.: PLUMBING RISER DIAGRAM SCALE: NTS X 1 OF 14 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 r------� r-------I r------� r-------i r-----I r-------i r-------I r-------i T: 212.677.7077 I 1 '- ` ----------------' ' ----------I , ----'-I 1 I 1 , 1 1 r�_'---------------------------------------------'--; _ _'_________________-__-___________ i--O-i---------------------_____-__ '_-a_ ________------------------------------ __-__-___-----------------------------r-O --------_____________________________-i-O_-r_______________________-_______________t_O I 1 I I I I I I 1 I 1 I I 1 I 1 I L____-_J L______J L__--__J L_____.J L______J L______J L----J_J I ; I 1 I 1 I 1 I 1 I , I , I , I 1 I 1 I , I 1 I 1 I 1 1 1 1 1 I 1 I 1 WOOD DECK ABOVE , 1 1 , 1 , 1 I 1 66'-4" I /LO r---- ------------------------------------------------------------------------------------------------------------------"-----------.--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------1 C) VJ 1 , � I , I I � I , , N' ----------------"---------------- ------------------------`------------------`--------------_______---------------------------__ __-'---------------------------------------------`----"------__-------------------------------------------------------------------------"----------`-----------------------'---` L.I. HOUSE TRAP TO CONNECT TO SEPTIC SYSTEM,LOCATION TBD �, 1 C O Q U W C) 7 ti I J FZ 1 1 1 Z CV W O N i CELLAR 1 I I 22'-0" , ' � I , I I I I ;1 � ; Issue Date:4/18/2024 I 00 I Revisions I � I I I No. Date Description 1 12'-11" 9'-10" 6'-9" 4'-0" L-_ ram' l ----- --- -- ------ --- i --_--- - I I 2 I ELEC. I I PANEL i L-------------------- i i �--- ----r------------------------------------------------------------7 3 I I I 13 4 UPF, 16 RISERS @ 7. 6" W 4 11" RE D SLAB ON GRADE , I I S 1 I I WOOD DECK ABOVE MECHANICAL ROOM I I a° E 6 I I i I 1 I I I I I 7 I I 7-11" i ij I 8 ' cn -- -------------------------------- ---� ' i � I I I Seal & Si 9'-10" 10'-9" I ED -------------------------------------------------------------t--- I I , 1 81 I 1 N . I r -t -._____________________________- ----. ________ ____________________________________'---____-- 1 t � I t , Title: I I CELLAR PLAN 1 I I 1 I I 1 1 , P I Scale: AS NOTED 1 I 1 10 ! Drawing No.: L---------------'--"--------`-`------`----`---`----------------"----------------- -------------------------------- ----------Nil I I 1 1 I I I I 26'-6" CELLAR PLAN A-100.00 N SCALE: 1/4"=1'-0" Page No.: 2 OF 14 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 T: 212.677.7077 66'-2" V WOOD DECK LO I I I 3'-7" 8'-3" 3'-5" 14'-10" 2'-8" Q Q r 13 14 15 CL WINDOWS W/ 16 17 15'-1" 18 M OPPOSITE WALL I �/ BATHR 2O 3'-2" 3'-6" O NN O,O Q 17 LL W 0 12 to I z J i LIVING/DINING/KITCHEN q I MASTER BEDROOM z AREA=745SF °' `r° - `r° AREA=235SF fO W_ REQ.VENTILATION=37.25SF I REQ.VENTILATION=11.75SF o ACTUAL=40SF D1N ACTUAL=3ISF O o REQ.LIGHT=74.5SF J REQ.LIGHT=23.5SF w ACTUAL=80SF =_=_;_--- ACTUAL=51 SF ' � I 21'-6" 10 GARAGE `O ' Cl) 1R T-0" 5'-0" 3'-10" I Issue Date:4/18/2024 Revisions 24'-9" I 5'-5" No. Date Description I CO 4'-4" 4'-0" ® 0 M O ' 2 12'-8" 8•_0„ 16 USERS 7. 6" O MASTER 3 bi UP 11" R D BATHROOM fV V) 4 N 'n 101-6" in TERRACE zo O 5 2 ENTRY qEO o II I 1 DN 0 T-0" 7 O00 8 ELEC. i 3'-0" 7'-2" 3'-0" CAR cL o o Seal &Signature: '(HARGE Cl) Cl) w w ---------- ---- ------ --- ------------- ---------- - - - RCS I I EQ. EQ. ® ; - BATHROOM �N D As��� ----- ------ - ---------------------- --- r --------- r-- 75 --------- -- - -- EXHAUST ' -------- ,x, 0 l CFM 0 0 70 © BATHROOM 1� `y''#,w.,� --------------------------------------------------------------------------------------- ------------------------ 6-3 BEDROOM w AREA=300SF Title: REQ.VENTILATION=15SF iv ACTUAL=66.5SF 1 ST FLOOR PLAN O REQ.LIGHT=30SF O ACTUAL=66.5SF I I I I I o a Scale: AS NOTED LO 24'-10" �' Drawing No.: L------------------------------------------------------------ ---------------------- - --- 2'-0" A-101 .00 1 ST FLOOR PLAN N SCALE: 1/4"=1'-0" Page No.: 3 OF 14 AKT ARCHITECTS j architecture + interior design I 342 Bowery#3 New York, NY 10012 T: 212.677.7077 LO 19 0 CY) 20 U- W OPEN TO BELOW J z ROOF SLOPE O �- 0 Z O Issue Date:4/18/2024 Revisions No. Date Description T-0"HT RAILING 2 21'-2" 4'-4" EQ. EQ T-6" 3 N Q ><O 4 GARAGE 5 0 MEZZANINE 16 RISERS 7. 6" 6'-5" DN 11" R D 6 CO T-0" L BATHROOM 7 in 8 -0 19 Seal &Signature: 18 ------------ ------ 21 20 SQa���� it --------------------------------------------------------------------------------------------------------------- BEDROOM BEDROOM AREA=153SF AREA=170SF REQ.VENTILATION=7.7SF REQ.VENTILATION=8.5SFs .3'; r, ACTUAL=29.5SF ACTUAL=TBD Title: M REQ.LIGHT=15.3SF -�, REQ.LIGHT=17SF 11 ACTUAL=29.5SF ACTUAL=TBD 14 2ND FLOOR PLAN I I I Scale: AS NOTED qLO 11'-6" 17-11" g DrawinNo.: I I I 8'-3" 12 T-8" 13 8'-3" 2ND FLOOR PLAN rK N A-102.00 SCALE: 1/4"=1'-0" Page No.: 4 OF 14 AKT ARCHITECTS architecture + interior design DOWNSPOUT 342 Bowery#3 New York, NY 10012 i T: 212.677.7077 I I I I I DOWNSPOUT LID I G) r O�/ I LL N , L.L.. 2O LL W 0 Z ' J SLOPE SLOPE O I-�— Z O N W O NOTES 1. PROVIDE CATCH BASINS @ DOWNSPOUTS AS SHOWN 2. DOWNSPOUTS TO GO TO GROUND&CONNECT TO NEW DRYWELLS 3.SOLAR PANELS @ ROOF BY OWNER, LOCATION&QUANTITY TBD I I I Issue Date:4/18/2024 Revisions No. Date Description DOWNSPOUT 1 t 2 i i I 3 E t ; 4 I I 5 { I I 6 I I I 7 ; 8 Seal & Signature: , ; DOWNSPOUT I ' SLOPE _ — > I , Title: ROOF PLAN , i , ; , ; I , Scale: AS NOTED , DOWNSPOUT Drawing No.: , , ------------------ ------ - --- A-103.00 ROOF PLAN N SCALE: 1/4"=1'-0" Page No.: 5 OF 14 AKT ARCHITECTS architecture + interior design DOOR SCHEDULE WINDOW SCHEDULE 342 Bowery#3 New York, NY 10012 rD O. TYPE SIZE WxHxTH VIF SADDLE HARDWARE NOTES NO. LOCATION SIZE WxH VIF TYPE MATERIAL CONFIGURATION NOTES/SPEC T: 212.677.7077 1 A 3'-0"X 7'-0"X 1-3/4" TBD TBD ENTRY DOOR 1 CELLAR TBD A TBD CS TBD 2 A 3'-0"X 7'-0"X 1-3/4" TBD TBD GARAGE SIDE DOOR 2 MASTER BATHROOM 2'-8"x 4'-10" A TBD CS ANDERSEN 400 SERIES CN15 D3 A 2'-6"X 7'-0"X 1-3/4" TBD TBD CELLAR STAIR DOOR 3 ENTRY 6'-0"x 2'-0" B TBD FX ANDERSEN 400 SERIES A61 D4 A 2'-6"X T-0"X 1-3/4" N/A TBD LAUNDRY CLOSET DOOR 4 STUDY 2'-8"x 4'-10" A TBD CS ANDERSEN 400 SERIES CX15 D5 A 3'-0"X 7'-0"X 1-3/4" N/A TBD STUDY ROOM DOOR 5 STUDY 6'-0"x 2'-0" A TBD FX ANDERSEN 400 SERIES A61 D6 A 2'-6"X 7'-0"X 1-3/4" TBD TBD STUDY BATHROOM DOOR 6 STUDY 6'-0"x 2'-0" A TBD FX ANDERSEN 400 SERIES A61 D7 C 17'-6"X 7'-3"X TBD N/A TBD AUTOMATED GARAGE DOOR 7 STUDY 6'-0"x 2'-0" A TBD FX ANDERSEN 400 SERIES A61 D8 A 3'-0"X T-0"X 1-3/4" N/A TBD MASTER BEDROOM DOOR 8 STUDY 2'-8"x 4'-10" A TBD CS ANDERSEN 400 SERIES CX15 Q r D9 A T-0"X 7'-0"X 1-3/4" TBD TBD MASTER BATHROOM DOOR 9 MASTER BATHROOM 5'-0"x 2'-0" B TBD FX ANDERSEN 400 SERIES A51 O r D10 A T-0"X T-0"X 1-3/4" N/A TBD CELLAR MECHANICAL ROOM DOOR 10 MASTER BEDROOM T-0"x 6'-0" C TBD FX ANDERSEN 400 SERIES P3060 0/ D11 A T-0"X T-0"X 1-3/4" TBD TBD CELLAR ENTRY DOOR 11 BEDROOM 2'-8"x 2'-8" B TBD AW ANDERSEN 400 SERIES AW281 �2 O I D12 A 2'-8"X 7'-0"X 1-3/4" TBD TBD OFFICE BATHROOM DOOR 12 BEDROOM 3'-0"x 4'-4" A TBD CS ANDERSEN 400 SERIES CXW145 _L.. D13 A 2'-8"X 7'-0"X 1-3/4" TBD TBD OFFICE BATHROOM EXTERIOR DOOR 13 BEDROOM 3'-0"x 4'-4" A TBD CS ANDERSEN 400 SERIES CXW145 L D14 B 6'-0"X 7'-0"X TBD TBD TBD OFFICE GLASS SLIDING DOOR 14 BEDROOM 2'-8"x 2'-8" B TBD AW ANDERSEN 400 SERIES AW281 Q W J z D15 B 6'-0"X T-0"X TBD TBD TBD LIVING ROOM GLASS SLIDING DOOR 15 BATHROOM 5'-0"x 2'-0" B TBD AW ANDERSEN 400 SERIES A51 0 D16 B 6'-0"X T-0"X TBD TBD TBD LIVING ROOM GLASS SLIDING DOOR 16 STAIR 6'-0"x 3'-0" C TBD FX ANDERSEN 400 SERIES PX6045 O z D17 B 6'-0"X T-0"X TBD TBD TBD LIVING ROOM/KITCHEN GLASS SLIDING DOOR 17 OFFICE BATHROOM 2'-8"x 2'-8" B TBD AW ANDERSEN 400 SERIES AW281 W 18 2ND FLOOR MEZZANINE 6'-0"x 3'-0" C TBD FX ANDERSEN 400 SERIES PX6045 LJ._ D18 B 6'-0"X 7'-0"X TBD TBD TBD MASTER BEDROOM GLASS SLIDING DOOR O D19 A 2'-4"X T-0"X 1-3/4" TBD TBD 2ND FLOOR BATHROOM DOOR 19 KITCHEN UPPER 6'-0"x T-0" C TBD FX ANDERSEN 400 SERIES PX6045 D20 A 2'-6"X T-0"X 1-3/4" N/A TBD 2ND FLOOR BEDROOM DOOR NOTES D21 A 2'-6"X T-0"X 1-3/4" N/A TBD 2ND FLOOR BEDROOM DOOR ALL WINDOW SIZES TO BE VERIFIED IN FIELD BY INSTALLER/CONTRACTOR. i Issue Date:4/18/2024 t E3 ❑ Revisions I No. Date Description TYPE A TYPE B TYPE C r ;i 1 CASEMENT AWNING WINDOW PICTURE WINDOW WINDOW 2 -LL I TYPE A TYPE B TYPE C TYPE D TYPE E 3 1%"SOLID CORE SLIDING GLASS DOOR AUTOMATED GARAGE DOOR POCKET DOOR W/ GLASS DOOR WOOD DOOR ON WOOD FRAME VISION PANEL 4 5 6 7 8 Seal & Signature: -jERED�tp ' t Title: DOOR SCHEDULE WINDOW SCHEDULE Scale:AS NOTED Drawing No.: A-104.00 Page No.: 6 OF 14 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 T: 212.677.7077 y 12 13 TO QV, r O N / // � ____ _____________________ __--___________-__-_________________-____---_________-___------_-____-____________ - 2NO 8"HORIZONTAL SIDING _-- - -- N -- -- - - LL 19 0 Z _ .__I GARAGE DOOR i — Uj __---.-..---_ __ __-------- --------____--- . _.. ._.__ _ -----.___ _----- -----_______.-- - ---- 14 (If _� . 1. FRONT ELEVATION-EAST SCALE: 1/4"=V-0" Issue Date:4/18/2024 Revisions No. Date Description ----------- - -- — ---- --- _ -_-- 2 4 — —--- —------------------------- — --—---- -- — --.--..__. _ — _ __..._._ 6 _ 7 GUTTER @ FASCIA 8 _��.___ ---.--.-----_-_..-_____ --------- — Seal &Signature: ---------------------- _ ---------- --- cli `4 BATHROOM EXHAUST �t o ---------------- -- - __ _ �� . ---------------- 9 � Title: 8"HORIZONTAL SIDING ELEVATIONS —-- _. WOOD DECK L---------------------------------- COECT TO DRYWELL CONNECT TO CONNECTTO Scale: AS NOTED NN DRYWELL DRYWELL Drawing No.: 2. SIDE ELEVATION-NORTH SCALE: 1/4"=1'-0" A-200.00 Page No.: 7 OF 14 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 T: 212.677.7077 -------------------------------------------------------------------------------------------------------------------- I F— LZ i L NO ------------------ -- ------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- o Fl-31 W Z=8"HORIZONTAL SIDINGG--7 Z N LU Nt WOOD DECK JA CONNECT TO DRYWELL i CONNECT TO DRYWELL 1. REAR ELEVATION-WEST SCALE: 1/4"=1'-0" Issue Date:4/18/2024 Revisions No. Date Description 1 _____-____--- --------- -------- ________- ___ z � rGl�� ------------- 3 --------------------------- ------------------ .......... 4 5 ------------- ----------- ----------------------------- 6 ----------- ------- 7 8 ------- ------- Seal &Signature: 9 a4 J7.. .................... Title: L ELEVATIONS 8"HORIZONTAL SIDING WOOD DECK - Scale: AS NOTED Drawing No.: 2. SIDE ELEVATION-SOUTH SCALE: 1/4"=1'-0" A-201 .00 Page No.: 8 OF 14 AKT ARCHITECTS architecture + interior design A-302 J 2 342 Bowery#3 -- ------- New York, NY 10012 T: 212.677.7077 I i i ~ O L ih RAIL @ MEZZANINE 0 W �_. J z O �= CV W I I 1 I i F Issue Date:4/18/2024 Revisions No. jDate Description FINISH EXTERIOR 1//f/�� 8"HORIZONTAL �— — � -- SIDING 2 y� 3 ZIP SYSTEM FINISH GWB 5 R-SHEATHING W/ ZIP SYSTEM TAPE 6 INSTALLED OVER INSULATION ---- --- ALL PANEL SEAMS 7 FINISH FLOOR 8 Seal &Signatu-ire/{: FLOOR FRAMING N FRONT TERRACE FRAMING " SECTION AA SCALE: 1/2"=1'-0" a a .�—,✓ 0. 17, �C II } II ail a• 4 I II Title: e , z 4 i SECTIONS d II II ll. , 4 a.. 11 II } S} Scale:AS NOTED II ° Drawing No.: SPRAY-ON INSULATION(TYP.) ' 41' ^" CONCRETE FOUNDATION WALL rl II II n }} Ct u la ' I" 3"CONCRETE SLAB W/COMPRESSIBLE FILLER ; I.IN L'II 11 m a j POLY VAPOR BARRIER LI 2"STYROFOAM INSULATION A-300 00 ; II qq 1 . ; a-'=.}:° i.. _ :} .:,L`+u.._:I.:i:.�L�tit:..:;� +` t °a a DRAIN PIPE ON GRAVEL BED a; a iA4 Page No.: 9 OF 14 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 T: 212.677.7077 Q I i A-302 I A-302 2� O f Q I r LL- ; I W Q � Z = I ' o Z „r ------- =--------- - ------------------- -- -- - ----- ------- -- - N W GARAGE DOOR TRACK � f I ; II it ' i Issue Date:4/18/2024 Revisions I ' No. Date Description GARAGE DOOR 1 rib1429 j SLAB ON GRADE W/SLOPED UP 24"SKIRT @ ENTRY 2 ; 2"STYROFOAM INSULATION 3 I ' � I FF POLY VAPOR BARRIER 4 II, • .. ". d ° ° a' , • � d 5 e a ° °. ie I FLOOR FRAMING a a 4 o CONCRETE FOUNDATION WALL M o a ne 8 ° Seal & Signature: ED ARC 4.4 °• ' DRAIN PIPE ON GRAVEL BED L s00 o �4 � T i a, s.. �. Title: 44 SECTIONS d d ° Scale: AS NOTED 4 G e r ° ,<: Drawing No.: `�..✓ r e e SECTION BB SCALE: 1/2"=1'-0" /�" '301 .00 Page No.: 10OF14 AKT ARCHITECTS architecture + interior design 342 Bowery#3 ROOFING New York, NY 10012 T: 212.677.7077 FLASHING RIGID INSULATION FASCIA y y y y V wow. m W��M�M�W��m�� 1 11 � LO C) d') ROOF FRAMING W/ SPRAY-ON INSULATION ZIP SYSTEM R-SHEATHING W/ 2 O ZIP SYSTEM TAPE INSTALLED OVER ALL PANEL SEAMS jl 0 W WALL FRAMING W/ SPRAY-ON INSULATION J Z cl O �..= FINISH EXTERIOR SIDING =='' i ; O Z ---------------a-------------------------------------------------------------------------------------------------------------- -� cV W . -------n------- ------ J V GARAGE DOOR / t tj 1 f I 1 t A 1 I t 1 1 t 1 1 1 t 1. ROOF & WALL DETAIL @ GARAGE SCALE: 1"=1'-0" Issue Date:4/18/2024 Revisions No. Date Description 2 RIGID INSULATION 3 ROOFING FLASHING 4 5 FASCIA 6 7 ROOF FRAMING W/ 8 SPRAY-ON INSULATION Seal & Signature: FINISH EXTERIOR SIDING ZIP SYSTEM R-SHEATHING W/ �c ZIP SYSTEM TAPE INSTALLED OVER ALL PANEL SEAMS WALL FRAMING W/ SPRAY-ON INSULATION AIR & MOISTURE BARRIER, Title: VAPOR PERMIABLE DETAILS SLIDING DOORS Scale:AS NOTED Drawing No.: 2. ROOF & WALL DETAIL (TYP.) SCALE: 1"=1'-0" A-302.00 Page No.: 11 OF 14 AKT ARCHITECTS architecture + interior design 342 Bowery#3 New York, NY 10012 r---- - r-------i r------- r----- r----- r`-----� r"-`--� r------� T: 212.677.7077 1 I ------- ' ' ' ' - ----------------1 I 1 1 I I 1 1 { 1 rl t I I F E I t I 1 1 I I I I 1 L------J L------J L______J L_____-J L______J L______J L----�_J LID 1 1 I 1 I 1 ' I ' 1 ' 1 ' 1 I 1 I ; I I 1 ; 1 ( 1 , t , 1 , , 1 , 1 , f , f I I 1 1 1 I E I E I f 1 1 f t r I r 1 Q! � , 1 1 1 1 , I 1 , t 1 5 1 1 1 I ; I I 4 , ; i I A I W I�A 1 V O I- I i \ 7 O N W I \ ; ! d- 1 1 t I 1 { 1 1 I i 1 1 I i , I _�A I I Issue Date:4/18/2024 1 I I -`----- - `------------- ---- Revisions r , 1 I ' No. Date Description I L------- IN �'�l/�'c1� ----------------------------.._.______----____-- CO/SD ; , t I f CONDENSER L___________________� �_'_-,---- -----------------------'---------------------------- 3 r---------- AC I ! I I 1 I 1 ' i 1 E WASHER I 4 1 DRYER1 I .IJ 7 8 --- I I Seal & Si n I I I ( I �EREOC�A t -- L------------------------------------------- ' L----------------'--------------------•-'-'----------------------'----------------------------------------- "_- '--'------' 1 ----------------------------------------------------------------------------------------- `` 17 1 I I 1 1 Title: I 1 1 ' CELLAR ELECTRICAL PLAN I 1 I 1 1 1 1 1 r r � r r 1 r I { 1 r ! r 1 { ! 1 1 r F 1 Scale: AS NOTED { t I 1 Drawing No.: ----------------------------------------------------------------------------------------------------------------r J I I I l I 1 I 1 1 I 1 I I 1 1 CELLAR ELECTRICAL PLAN N E-100.00 SCALE: 1/4"=1'-0" Page No.: 12 OF 14 AKT ARCHITECTS architecture + interior design i 342 Bowery#3 New York, NY 10012 T: 212.677.7077 I I i I 1 i 1 i i i i 1 i i -------------------------- '- - - _ - '------------- _______• -------------------------- _ - - -E' -"__--_-___ '-"" Ewa - ♦E -------- 1PE GFI I 3 C \\ 1 3 i i 1 3 it i 1 I i i I 5` O I i i `} H OD `♦♦`♦♦ _--"------------------ i 00 L r --------- i 1 1 ` i O 1 i ` SGCMD 7 O ` i I i GFI _ I N W j I I i t irA/ i DW : ! ;I I i GFI NOTE i E 1.GARAGE LIGHTS TO HAVE MOTION DETECTOR OVERRIDE 1 2.PROVIDE CHARGER FOR ELECTRIC CAR I REF 1 SGCMD ' �`, ,Ij Issue Date:4/18/2024 SGCMD -T-'-- �I 3 O GFI Revisions _ SC/CMD No. Date Description j I ♦ I 3 0 3 I ; t4;= A � 1 t I -- i ♦♦ \ ♦♦ i I I \ f Lp\-/ --- - ------------------------ - ------_-----'---__-_--- .- --_---_------_-------'--- - _�-_I ♦ , I ♦_ 1 GARAGE DbOR -- ----"-- 8 - ' Seal &Signature: I E ELEC.CAR I I I -- CHARGER I i -{ }- - B bB WP ------------------- WP----------- i 1 _-__----_-__ _, I I r__�-__ _____ ____ _ _ ---- - - --------------- r i --♦ ]PE i , i ♦♦ \ � PANELI 1 I __..._______.._._, _—....-.._......._.__.._....._____.............................__......__.____ SGCMD I I `I 1 I 1 `♦ I I -- .. 71 17 I HEAT DETECTOR I / I .• (((' �. 1 ._..� GFI _ • f ,rl 7J ♦ / I E E �� �l1���•�� itle: } A_ 1 ST FL. ELECTRICAL PLAN ------------- ! Scale:AS NOTED I I Drawing No.: IpI I 1ST FLOOR ELECTRICAL PLAN E-101 .00 N SCALE: 1/4"=1'-0" Page No.: 13 OF 14 AKT ARCHITECTS architecture + interior design 342 Bowery#3 _--�— - New York, NY 10012 T: 212.677.7077 LID 0 M Q � O L W Z O E- O z CV�t W O i Issue Date:4/18/2024 Revisions No. Date Description ---------- ---- -- _ 1 a-- -- -- 4 5 f 1 6 � � I 8 SC/CMD } Seal &Signature: ,'Y� 0 ------___-------- C. - �ER*~o q�Cyi --- -- O f fP .. - , -------------------------------------- --------------------------- ----------------•------------------------- 4. }��� — _ f ,f f 1 I Title: 2ND FL. ELECTRICAL PLAN i I I I I 1 I 1 I 1 - I 1 I 1 I Scale: AS NOTED I I I Drawing No.: 1 1 I 1 1 _ L----- - --------__----------------------__._....-------------------------- -- - -------------_------- -- ------------------------ -_ — E-102.00 2ND FLOOR ELECTRICAL PLAN N SCALE: 1/4"=1'-0" Page No.: 14 OF 14