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HomeMy WebLinkAbout50004-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE qAk 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 #: 50004 Date: 11/8/2023 Permission is hereby granted to: Vonortas Olympia Irry Trt 114 Country Club Dr Port Washington, NY 11050 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 600 Ruth Rd, Mattituck SCTM #473889 Sec/Block/Lot# 106.-5-32 Pursuant to application dated 6/20/2023 and approved by the Building Inspector. To expire on 5/9/2025. Fees: CO-ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $434.80 Total: $484.80 Building Inspector " TOWN OF SOUTHOLD—BUILDING DEPARTMENT ` Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �t'-al Telephone (631) 765-1802 Fax(631) 765-9502 Litt s://war .s tALlioldtoA,""-1^.g ^�*P Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: JUN 2 U 202 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owners Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: VIVIm SCTM#1000-106.00-05.00-032.00 ,I Project Address: 6 RIO � -i Phone#: 1�� ��Z 6 1� Email: ,gt , C" it (1"q t .C.G rn Mailing Address: 2 ) � 1' � , 1 ) " /u'0 i v w CONTACT PERSON: Name: S TV-VtrY Aper) Mailing Address: 1-0 Bri CQ F- CT Cvr�e-9 vr,v 6 t)� Phone#: 3�� � � $ Email: hzv I DESIGN PROFESSIONAL INFORMATION: Name:David Turner Mailing Address:366 West 30th Street, NY, NY 10001 Phone#:212-594-0840 Email:davidturner@verizon.net CONTRACTOR INFORMATION: Name: - ©( Mailing Address: 0 9,r ip L,6 CT Cri 64 D 6 09 W 1173Y Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yes 6(No Will excess fill be removed from premises? ❑Yes 9No 1 PROPERTY INFORMATION Existing use of property:One Family Intended use of property:One Family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes ❑No IF YES, PROVIDE A COPY. Check Box After lfeading: 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,asaTtass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): " �,A PLA Authorized Agent ❑Owner Signature of Applicant: /� Date: J ; STATE OF NEW YORK) SS: COUNTY OF StaV-C,0k ) SjjV F �J Q being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the C 0 --�"f" &A 67 it a9,, (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 Q 20 tary Public f,11R I_OAT7-S HWAI BORN IAC IA0 I'13 I .STATE OF"4IwW YORK P ROPERTY OWNERTIi i0RIZATION Registration No,01 GA6274028 .. Qualified in Suffolk County (Where the applicant is not the owner) Corom:ss on Expires Dec.24„2p I, V1 V I`A rN residing at a I wk) Pv a' '"kk do hereby authorize Sto apply on my behalf the own of Southold Building Department for approval as described herein. 4 Owner's Signature Date 119le,0��c-6) Print Owner's Name 2 DRAKNG INDEX SURVEYOR TO STAKE OUT A-100.00 PLOT PLAN EXTENSION SETBACK TO INSURE COMPLIANCE A-101.00 DEMOLITION PLAN 100' - -- -= -- ---- -- -- ----- A-102.00 CONSTRUCTION PLAN A-105.00 ELEVATION5 A-104.00€LEVATION5 O I A-105.00 PLUMBING m ' A-106.00 TOUNDATION SCHEDULE FIRST FLOOR A-107.00 FRAMING $ .SECTION EXTENSION WOOD DECK i A-108.00 M I SG. D-ETA I LS EXTENSION A-10Q.00 M15G. DETAILS" AREA DETAIL— -- - I STORY ; LOT AREA = 12500 50 FT Y FRAME Lo - " -- _ _ _ —_ O_= : _ 15.- — —_ � � N L T COVERAGE- 8 °o i VV -_35.Q': _ —. — . 21.51' . ,. _ z — DAV -TU - 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 — — — — — _ (212)594-0840 — FIRST FLOOR QPROJECT - EXTENSION ; I � — — — — --— — — I — -- — — — 600 RUTH ROAD - - - MATTITUCK, N.Y. — — — — ® -E Vu L5 - - L5 SHEET PLOT PLAN -- - -- -- -- -- SEP 2 2 2023 0 loo rI eA Building Department DATE: Town of Southold � �' i RUTH ROAD .��� �Tlir> d `�� PROJECT No: y;DRAWING.BY:_ HK BY: PLOT FLAN WG No:s��rM : �000-�o�.00-os.00-s�.000 '" SCALE I"=20' A- 100 . 00 CAD FILE No: �' • IOFIO ' �---- UF --------------------------------i II I . I I I I O EXISTING CONCRETE FOUNDATION WALL II I - II E----J REMOVALS AND DEMOLITIONS II I NEW EXTERIOR FRAME WALLS. 2" X 6" II 116" OG. WITH 3/4" PLYWOOD SHEATHING -11 I R-20_MINIMUM INSULATION AITH EITHER _ I "ROGKWOOL" 6.5" R-23 OR 3" OF CLOSED _ _ -__- - - - - CELL SPRAY FOAM-INSULATION - - -- ---- ---C_--- -� . - C-T-r�----_-- . RT17 CO h i�` IJ I I I - N6 O Rj2'AW I I:G WRT�_I- _ _.ALLBOARD EACH S DE�_. _-- - - - SII - - _- _ - - - _ _- -_- -- -- --- -- - - - - -_ - - - --- --- -- 71 ` - -- I I - - - - - - -- - - -- ol _--_..-- - - - ----- - - -- -- - ---- -- - ------ - ' -- --- - -- - -- ---- --- - --- - - ---- -- -- - ----- - --- - - - -- - - - - - - - - - -- - _ - - - - _ CT =RL- - -:AR H ITE _.... -- --- -- - - - - -- - - - -- - -- - - - - -- - - --- -- - - - - 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK N.Y.10001 ---7-.- (212)594--0840.-- PROMPT 212)594=0840.- - PROJECT 600 RUTH_ =ROAD - - MATTITUCK; N-.Y.- _ -- - - - - - - - - - - SHEET -_ _ DEMOLITION PLAN - DATE: q-Iq-23 - cHi _ �`��d►'��`� ''��14, FtOJECT No: t DRAWING BY: CHK BY: RST FLOOR DECO T ON FLAB , DWG No: SCALE 3/16 = 1'-0" _�--- ------ --- ---_ A r�o��,�� A- 1 01 . 00 CAD FILE No: 2 OF 10 UP O N O K I TGHEN_ 4 D I N I NG -� - --. . 2 - - v �ly --T - BED.ROOM -1. -- - - -- - - D ROO �.2 _ - - - - ._._. . .- u_ --- _--- - DAVID._TURNER-ARCHITECT,_P:C.= _ -.366STREET,FIRST FLOOR;NEW YORK, N.Y. 10001 -- - - --- - - -= -- - ------ -- - -= - - - - -- - - - - - -- - - - - - - - --- - - - - - -- - - - L I V-I NG ROQM'. -_ - - - - - oJECT _ PR - - - - - - - 600_ RUTH -ROAD- :- -- -MATTITU - SHEET - CONSTRUCTION PL--AN- ,��.. DATE: �i-IQ-23 PAM I LY ROOM � � �rp4f' ji ROJECT No: DRAWING BY. FIRST FLOOR GONSTUGTI ON FLAN CHK BY: DWG No: 5GALE 5/16 = I'-O" O A- 102 . 00 �' CAD FILE No: 5 OF lO 1 - .. LL T--;_ _ - - TURNSR=ARCHIT-ECP:C:-� -_ _ - - - 366 WEST 30TH-STREET; FIRST FLOOR, NEW YORK,N.Y. 10001 - _ - _ _ - PROJECT - 60.0_RUTH ROAD MATTITUCK, N.Y. SHEET ELEVATIONS Qa �0i1�'� DATE: q—Iq-23 �{ A PROJECT No: 5 DRAWING BY: CHK BY: y DWG No: LEFT SIDE ELE\/AVON SCALE 3/16 = 1'-0" � A- 103 . 00 " CAD FILE No: 4 OF 10 -S,ALE 3/16 DAV URNER-ARCH=ITE 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 - - - - _- (212)594-0840 _ I -. PROJECT - - --- m��t -- -- - - - - 600 RUTH-ROAD - - --- -- - - MATTITUCK; N.Y.- El ■ SHEET ELEVATIONS � F1Tp�/ti DATE: ��� ,• M PROJECT No: co �� DRAWING BY: /� G y� I F CHK BY: RICS HT IDE . ELE\ /ATl0N �C' DWG No: Sr,ALE 5116 1'-0" � A- 104 . 00 CAD FILE No: PLUMBING 1. - ALL PLUMB 1 NG WORK MUST BE PERFORMED BY A LICENSED PLUMBER 1 1/2" TIENT RISER � 2. THE LICENSED PLUMBER FOR THE LESSEE SHALL REVIEW ALL 1 1/2" DETAILS OF THE WORK PROPOSED WITH THE RESIDENT MANAGER r j - PRI OR TO-START OF WORK.ANY WORK INVOLVING A WASTE AND SINK D.W. VENT STACK SHALL BE DONE ONLY BY THE BU I LD I NG'5 PLUMBER. I I/2 LACI 1 1/2 LAV IF THE RESIDENT MANAGER DETERMINES THAT ANY OTHER PART OF. THE PLUMBING WORK SHOULD BE DONE BY THE BUILDJ_NG'S I/2" 1 1/2" PLUMBER, THE LESSEE -SHALL A6REE.- UNLESS- OTHERWISE s�low>=r� sHoweR 211 - STI PULATED, WORK .DONE BY THE BU I LD I NG.'5 PLUMBER SHALL BE FIRST FLOOR PAID FOR BY THE LESSEE. 411 3: ALL BRANCH PIPING_S__HALL. BE"NEW BACK_TO-_THE_:SUPPLY-"RISER; - -_ -- -- ..EXIST WASTE. STALK AND BAGK-_TO THE WASTE/VENT_STA"GK. NEW_ SHUT..-OFF- VALVES: - - - -SHALL. BE BETWEEN THE=RISER AND THE FIRST -WALL--PENETR?�TION= - - - WITH DI-ELECTRIG-FITTINGS-AS REOUIRED. _ - - .A. PIFING MUST BE . TO--THE BUILDING STANDARD,----_WITH- BONDING TO _- - - GROUND=;A5= REQUIRED; EITHER RED__BRA55 T__O_-_REPLGE BRA55 _- _ _ - _ HEAYY THREE DED COPPER TO REPLACE-_THREADED COPPER; OF = UME3 NO R� SES D � Ate_ AA1 TYPE L SKEAT RIGID COPPER TO-"REPLACE-COPPER. - - - - - NOT ALE 5. RISER -D I A6RAM F_ OR -WASTE =AND -\/ENT -MUST BE PROV I DED -FOR-" - - - - THE._K I TGHEN AND BATHROOM WHEREVER. THERE ARE F I XTURE RE = _ LOCATIONS OR_CHANGE IN TYPE" .(I.E. TUB TO -SHOWER _ = _- _ _ _ = - :-: __ -_ - - _- _ - - -_ - - _ _ _ : DAVID T_U:R_NER:ARCHITECT, P_.C:_ _ — E Y 6. _ PLUMBER__MUST_GHEGK_._EX I.STI NO WASTE___AND )/ENT. LINES_ TO- BE __ _ __ _ . . ___: _ "_ _ _ _. 366 W ST�30TH STREET,FIRST FLOOR NEW YORK N 10001 (212)594- - - — FREE OF OBSTRUCTION. - PROJEC �:--- WATER- SUPPLY--NOTES-OR .DII_A6RAM5 _MUST INDIGATE BACK FLOW. PREVENTION DEVICES ON - ALL : - HARD-P I PED FIXTURES _--AND_ _ 600- RUTH-ROAD. APPL MANGES. THIS APPLIES TO REFRIGERATOR ICE MAKER (IF ANY) - - - - MATTITUCK, N.Y. AND DISHWASHER. _ SHEET 5. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING FOR HOT . PLUMBING AND GOLD WATER SUPPLY ADJACENT TO MASTER SHUT-OFF VALVES. CHECK VALVES MUST BE G2UIET TYPE. DATE: ci. PROVIDE NEW MASTER SHUT-OFF VALVES AND BRANCH LINES FORS Rid �� PROJECT No: HOT AND GOLD WATER SUPPLY FOR FOOD PREP AREA, KITCHEN, �c`' DRAWING BY: AND BATHROOM. ALL VALVES MUST BE FULL PORT, OF US '•:, CHK BY: MANUFACTURE. ALL NEW COPPER PIPING FROM THE MASTER ., DWG No: SHUT-OFF VALVE TO EACH FIXTURE. PROVIDE NEW SHUT-OFF VALVES AT EACH FIXTURE, AS FOLLOWS: 6 �� Al 05 . 00 CAD FILE No: 6 OF I O ilo - i w — I — — — — - - — : J L = =---------- - - - - - j -————————— --- --=-- J - _ _ - - - NOT TO er-ALE- - - -- ---- - --- -- -- _ -F- RONT=fOIJN-DATION ( XISTINC�).__-.----- ` - NOT_TO.SCALE E;)00 = - TYPE .FINISH- SFEC I FI CATION _ -REMARKS — _ _ _ . - --- - -- -- - = - - - -- - - - - VI_D_TURNER:ARC-H.I_TECT, P_.:C - ' EXISTING - — = — _- __._ _ 2" X 10" a24 G 3O 2" X 10" X24 G 2" X 10" RIDGE ---- ------ ------ - ------ --------------------------- ---------------------------- Li - - 2 —"-X 3"x 12" 5" OPEN CELL SPRAY-ON'INSULATION (R-40 - - - OR_Kraft R-35 (12.59� ED_(R-.40). - FLOOR F-R-AMI N6--- NOT- NOT TO SCALE . �� - - - /5'-5HEETROCK -NOT TO.SCALF ROCKAOOL R-25 5 1/2" BATT OR 3" CLOSED_CELL INSULATION R-20 WOOD'SIDING A. BUILDI FELT 5 8"-PLYWOOD SHE A INC __ - - _ - _ - - - - =_ _ - DAV-ID TURNER ARCHITSCT;_ P:C: I 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 -_ - LOADS- -- 2.. x 6.. 16 =G- - - _ - -. - _ _ _ - 5 4 4 LIVE LOAD 50-LBS/SF CONTINUOUS METAL FLASHING 5NOA"LOAD 20-LBS/SF 2-2"-_x 6" PLATE _ - -- - -- - - _ PROJECT SEISMIC, CRITERIA_ O_ ATAGORY B -- --- -- - = - -- - - - -- - -12" GONG.FOUNDATION - - - -- - - -- -- -- - -- - - - - - - - - -- — - - - - - - - -- - - - 600- RUTH ROAD MATTITUCK,Mill VE411111mililimillill N-.Y: SHEET - - - - - - - -- 4" CONCRETE SLAB - - -- Vy/ # 10 AM 0 5" GRAVEL FRAMING AND WALL SECTION m z RIGID INSULATION (4' DEEP) ppar' 'y'� , DATE: v �L PROJECT No: PLACE (12" X 24") �`�� ! CONCRETE FOOTING (3,500 PSI) , " 4t DRAWING BY: ON UNDISTURBED SOIL - -a ��� � CHK BY: # 4 CONTINUOUS }C<? t REBAR5 2_p ALIGN IN DEPTH THIS FOOTING AITH (jf "��'Y- fJ� DWG No: THE FOOTING FOR THE EXISTING RESIDENCE L`F �ao.R��� T1'�I GAL= 5EC.T10 N A- 107 . 00 �� NOT TO SCALE � � / `�--=-_' '- CAD FILE No: MODEL"MSC4"USE 10-16D NAILS ROOF RAFTER RAFTER TIE @ 16"O.C. TO HEADER, 18-10D NAILS TO MODEL"CS20" RIDGE&26-10D NAILS TO VALLEY ATTACHED W/(4) RAFTERS AS PER MGF. ' 8d NAILS MIN.AT 16' SPECIFICATIONS BOTH ENDS RAFTER CONNECTOR to o° ° o ° 16 ° RIDGE o • @ 16"O.C. 0 0 0 O .O o — — 00 MODEL"H2A"_ oo \ ROOF RAFTER - //° o o DOUBLE o RIDGE ° o RIDGE o TOP PLATE I m r o o eo o VALLEY RAFTER 0 0 0' o ° 0 0 0 (@ CATH'L CLGS_.) - o 00 - o o LSU26-(2x6), WALL STUD - o VALLEY RAFTER o LSSU28(2x8,2x10&2x12) o U _ - -NOTE:THIS- ETAIL IS UTILIZED _ WHEN WALL-STubSi ALIGN DIRECTLY = - ---ROOF RAFTER - -- =1N/:RAFTER:WHEN RAFTER.AND.STUDSARE NOT ALIGNED, USE CONNECTORS IN DETAIL"S2"&-"T"ON THIS PAGE -= - - _ _ _ - - - -- _ -- - = LATE.TO:.STUD_-CONNECTION: 16';OC;_-_-- _:RAFTER-T - - -- RAFTER TO.TOP P- _ _ @ _ - - -= -: - - -- - - - _ - _ _ - - _ VALLEY RAFTER TO RID - _ _ - C� 1 WHEN STUDS.ALIGN:WITH RAFTERS.-..-- _ CONNECTION TYP. GE J CONNECTION TYP. @EACH RAFTER _ - -:: -.- • ---- . ._�... —_ __ - -----_--..::_.._...._ ...._. . D -- - - - E .-- -__ :. rte .___ -- N40DEL "G5"$"L5 " 5Y 51 MPSON STRONG TI - MODEL "H2A"'BY SIMPSON STRONG TIE - - N10DE'L "M56" BY SIMPSON STRONG TIE- - - - DAVID TURNER -366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y.10001 - - - - - - 125404 -, _ .. . PROJECT 600. RUTH ROAD -MATTITUCK, N.Y. • H2.5A SHEET - -- - H2,5A MTMTS • ' MISC-DETAILS MTS MTS DATE: Q-1a-23 • G ° � � "1 PROJECT No: CD• . DRAWING BY: CHK BY: NOT TO 50-ALE ` DWG No: ���� h��% H25A K TH T TE1 H AN H 0 R �: �o.�� A— 108 . 00 �fFE �F�} CAD FILE No: NOT TO 55(,-ALE � OP to NAILING SCHEDULE CONNECTION NAILING I. JOIST TO SILL OR GIRDER,TOENAIL 3-ad 2. BRIDGING TO JOIST,TOENAIL EACH END 2-ad H 10H N I ND' STAF I NO AND r__,.,0NNEC.,T0fR5 3. 1" X b" SUBFLOOR OR LESS TO JOIST,FACE NAIL 2-ad 4. WIDER THAN I" X b" SUBFLOOR TO EACH JOIST,FACE NAIL 3-ad THESE DETAILS HAVE BEEN DESIGNED IN CONFORMANCE WITH THE "WOOD FRAME- GONSTRUGTION MANUAL (ANSI/AF$PA WFCM -2018)" 5. 2" SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL 2-Ibd WIND SPEED OF ISO MPH ' 6. SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAIL Ibd Ib"O.G. • SOLE PLATE TO JOIST OR BLOCKING,o BRACED WALL PANELS 3-Ibd PER 161, -1. TOP PLATE TO STUD AND NAIL b. STUD TO SOLE PLATE - - 4-ad,TOENAIL OR:2-16d,END NAIL LA T E R A L FRANO N O C 0 N N E G T I O N (T A E3L . I> • G. DOUBLE STUDS,FACE NAIL Ibd ® 24"'O.G: j� _ 10. DOUBLED TOP PLATES,TYP FACE NAIL Ibd 0 16"O.G. BASE $ -TOP OF JNALL_ __DOUBLE TOP PLATES,-LAP-SPLICE 2"X611 C� I&�' O - -- - G. (USE I.53_MULTIPLIEi�) - - - _. IL---B OG I (5 BETWEEN JOISTS OR TOP'I"`ATE5--T0€NAI _ - " - - - - _ - = - AOR--I ?ELLS :157"_P.L.1 _RIM JOISTS TO TOP PLATE,TOENAIL. :_---- - ---, _ ------ 8d 0,6-O.G :. - - _ - - - - - 13. TOP PLATES,LAPS AND_INTERSEGTIONS,FAGS NAIL _ 2=16d . (I5-7), X (1.55) 208,8 LBS. (SUCTION) 14. CONTINUOUS HEADER,TWO PIECES Ibd g 16' O.G.ALONG EACH EDGE- 15. GEILING`JOISTS'TO PLATE-TOENAIL 16.=CONTINUOUS HEADER To STUD,TOENAIL = - - 4-ad - - :- - -- -- _ - - : - -_ _ - - - - I �T 00NNECT I ON L0 0 (T .� ) - _ _ - I-I.-CEILING J015TS,LAPS-OVER-PARTITIONS,-SAGE NAIL 3=Ibd : -- - _ .- TO SEAL NO - . . ....... .. . . - - --- _-.. - -_ -- _ - - -- - - 18. _CEILING J015TS_TO PARALLEL RAFTER5,FACE NAIL 3=Ibd ROOF/.-GELLING DEAD LOAD �._LO FS- F- r - ` - - - - - - - - _- -_ _ - _ - _ _-_ - - - MULTIPLIER) 19.--RAFTER TO PLATE,TOENAIL - - -- - - 3-ad - - - - - - - - -- - - � --- --- _ _ - - _ -. - - - - - - --- - -- --- - ROOF JOIST SPAG I NG c� 24" (USE 2 O _ - FLOOR JO I ST_ $ NALL: STUD S_ PPC I NC-7- � I-&r,-(u SE 1:35 .MULTIPLIER) 20. I"_BRAGE_TO EAGH.STUD AND PLATE;-FAGS NAIL. - - _: _ - 2-5d- :_ _ - - - - 12' SPAM 18-q -.:_, -- 21. -1x8_5HEATHINGOR,LES$TO-EACH_BEARING,_FACENAIL --_ _._---_ -__.28d_.. .. --- 24 �JPAM = -=� 6'" -_-__ _.__: _. ._:-_ -__ __:_____. __ _ :_ D{'�V ID- TURNS-R--ARCH-ITEC-T, P:C - ` - 22. WIDER THAN I"xa"TO EACH SEARING;:PAGE-NAIL - - - - -- - - - -- - - - - -78' L55_._ T FIRST FLOOR, __ _ - 366 WEST 30TH STREET, R, NEW YORK,N.Y. 10001 23.. BUILT-UP CORNER STUDS- - . Ibd(o 24"o.G._ ROOF- TO WALL OF BEAM- f8Q X:- 2.0 5 78 -LBS. (212)594-0840- 24. BUILT-UP GIRDER B BEAMS -20d g 32" O.G. TOP AND 306 x _(2.0) 612 LBS. -BOTTOM 3 STAGGERED 2-20d. _ - PROJECT - - =- - - -- - - ---- = -- - 6 END5_AND 9 EAGH.51FLICE- -- - _- - -----WALL_ -TO--FLoo_R T0- WALL Iaq-x (135)-_ 251-LB-s: -- - --- --- - -- - - - - ---6-00--RUTH ROAD== --- - - - 25. 2'-'PLANKS 2-Ibd cs EACH BEARING �Q6 XMATTITUCIC LBS. , N.Y.-. ' (I 26. WOOD STRUCTURAL PANEL5 AND PARTICLEBOARD. 5UBFLOOR,ROOF AND WALL SHEATHING(TO FRAMING)(I"=25.4 mm) 1/2" AND_LE55 6d (5) SHEET 111/52" -3/4" ad (4) OR bd(5) 1/a" - I, ad (5) OTL00<ER UFL I FT LOADS (TA5LE 2 .2 r- ,) MISC. DETAILS I /b" - I 1/4" IOd (4) OR ad(5) OUTLOOKER SPACING OF 24" O.G. COMBINATION SUBFLOOR-UNDERLAYMENT(TO FRAMING)(I"=25.4 mm) 3/4" AND LESS 6d (5) UPLIFT LOAD OF -744 LBS I" ad (5) vF�"4�, DATE: 6-14-23 • 1 1/b" - 1 1/4" IOd (4) OR ad (5) �� ` PROJECT No: 27. PANEL SIDING(TO FRAMING) PROJECT 1/2" OR LESS bd (b) DRAWING BY: �q - ad (b) SILL PLATE TO FOUNDATION (TAE3LE E3.2A) .� CHK BY: 25. FIBERBOARD SHEATHINGFOR A 2 STORY BU I LD G I N& @ 32' LENTH USE M I NUMUM -7 S/8" BOLTS DWG No: NO. II ) (6) A 109 .NO. 16 GA. (4) r� � 00 20/32" NO. II GA. (b) c9 j' TF�F�J CAD FILE No: ad (4) 10 OF 10 NO. I6 GA. (9) PROPOSED HANDRAIL 2" X 8" @ 1& G (FT) 2-2 X 10" � 16 G (PT) P05T -- ------------- --_ --_— _—_—_—_—_—_—_—_—_ _—_—_—_—_—_—_—_ - _ ----_------=---=---------_---------- -------- �m - - -- --- - - - - - - -- - -- -- - - - - -- --- - - - - - -- _=_—_—_ - - -- - -- - - --- - - 2"--x e>" JOISTS 5 6 /4" X —� 16, O.G. \ WOOD DECK - --- -- -_- - ----- ------- - -- -- - ------ - -- - -- -_ - --- - _- - - - ---- - - -- .. -- - - --_:-0_CT--=- - :-_ _-_. . :�- � --_- 023 -_ A MET L - --- - -. HANGER - --_ ,. _ - � --- .:.. _ --- -- - - - - LLI ___._ ..-_.- - ._ - •-- ------ - ----- --- _ _. . __ _ . _ NEIN 2.'x10'- P.T:--BOLTED ------------------------------------ --- - PfCnEnt - Building TOGETHER:WITH i/2_,BOLTS. :_ - -- _ .___ -.... - ,.._ - - - - - _ - Town of.South®Id ... X24 o G - - -4" x 4"POST -- - - - _ _ : :- ME-T-AL=BASE HOLDER= FOR WOOD P05T - -- --- - - - =- .. - - - - - 366_WEST,30TH STREET, FI RST_FLOOR,NEW YORK,N.Y. 10001 - - - -., - - - _ (212)-594-0840 _ Liij- PROJECT SCALE NOT ' - MATTITUCK N:Y. - NEW GONG. BASE :.:.:...:: .;..;.: W FOOTING FOR NE -SHEET WooD POST - NEW DEGK TO 50 LBS PER. -" SaUARE FOOT LIVE LOAD. DECK FRAMING PLAN ALL WOOD MEMBERS TO BE PRESSURE .TREATED. 14 - ��' \O H.7U� o� \5 i�' DATE: 10-6-23 " PROJECT No: SEGTIDN A THRU D._ NTS l'l ; DRAWING BY: �' CHK BY: 17 NTS -1 I O * :' No: STgTNo. 16162 A- 1 10 . 00 F CAD FILE No: 11 OF 11 FL- NOV -_ EXISTING (5ARAGE 6 P 2023 8" OPEN CELL SPRAY-ON INSULATION (R-40). ��., OR Kraft R-38 (12.5") ED (R-40). - _ '�K c'nt - - - - - - - _ - `�;:,6 �� sae,;•- ae� G PROTRUSION - -OF FOUNDATION I SHE - ETR GK - RECORD .PLAN SCALE' 5716 1'-0... -: ROGKWOOL-R=23 5 1/2"."BATT:OR:. - - - - _ XISTING CONCRETE FOUNDATION. WALL GELLriNSULATIONR 20.._'_- _ - _ D E - - ---- _ . - - _ =-v - - - --- ---- - 2" X'6 - WOOD SIDING;W:/ BUILDL . FELT:' _ — - WALLS —R. ME NEW EXTERIOR'-,.FRAME _ . -... . . - - •- _ 5 . _ - - - - - - - 16" OG __. --` ---._---. _ -_ ---..:_-"_.�__ , .,-. . _�_> ___ -.:.W1TH_...-.. .__ YYVODD_SHEATHING - ._-_ _ : . . - - - __ _ 5 T II ' RO OL 5" R-.25 OR 3' OFI M THER GL 5ED - - 2.. X6" � 16" O GKWO - - - ____`:_FAM I LY ROOM - -- = 2-2 x:6 PLATE - _ - - - - — PART WOOD STUDS - - - ® . -NEN RI/2 WA IL. _ NTERI O G WITH LLBOARI�,EACH SIDE.'- . 777 r -_— -=—HE - _. DAVID:- - - _ ECT;. P�C.:. . VI-D-TURNER= ARCHIT : - -- _ - EX 5TI G-FOUNDATION - - - - - - --- - - 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK N.Y 10001:= - ----- ._DEMOLITION PLAN - -` -- --- SCALE.-3/I6:-.,= I'-O"- _ - ---- - - ••--- - --- - - •- jj PROJECT - --- - - - _ _ RUTH ROAD.. - -600- - - - - = - = - SEQ-TION MATTI=TUCK;--N:Y:-- _ - NOT TO 50ALE SHEET CONVERSION OF GARAGE FAMILY ROOM INTO FAMILY ROOM DT RcDATE: 10-31-23 ��,Jap H• Uqy c� PROJECT No: Q'OP' F9 DRAWING BY: A 111 CHK BY: DWG No: L-,) -- (QONSTRUC,TION PLAN 11 A- 111 . 0 0 SCALE 5/16 = 1'-0" S'TgTNo. 16A62 F CAD FILE No: 12 OF 12