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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 1:;)RAK N& i NE;IEx Aft A-100.00 PLOT PLAN S6dD N� A-101.00 DEMOLITION PLAN SURVEYOR TO STAKE OUT 4 //�� A-102.00 CONSTRUCTION PLAN /Obb `S3o2 4e EXTEN51ON 5ETBACK TO INSURE COMPLIANCE A-103.00 ELEVATIONS -- Ica, ----- - O -------- � A-104.00 ELEVATIONS A-105.00 PLUMBING A-106.00 FOUNDATION $ SCHEDULE evo� �O O I. A-107.00 FRAMING $ SECTION .10 ?O<2S : ' m ' A-105.00 MISC. DETAILS Or eA FIRST FLOOR I A-IOcf.00 M150. DETAILS So 0/0f EXTEN510N WOOD DECK ; A-110.00 DECK FRAMING PLAN EXTEN51ON A-I11.00 FRAMING MODIFICATIONS AT FIRST FLOOR A-112.00 CONVERSION OF GARAGE INTO FAMILY ROOM 1 3q 5' AREA DETAIL I STORY i LOT AREA = 12500 5Q FT I FAMILY I 6RO55 BUILDING AREA = IQ50 50 FT i N FRAME i N �Q LOT COVERAGE = 15.5 % N 23.98' 33 q 6 21.51' Lu 20.41 w DAVID TURNER ARCHITECT, P.C. ry 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y. 10001 (212)594-0840 i FIRST FLOOR Q I ly PROJECT EXTEN51ON DRIVEWAY I 600 RUTH ROAD MATTITUCK, N.Y. SHEET PLOT PLAN loo� G\s- SREDAR�,y/ DATE: Q-19-23 RUTH ROAD QOPJ\D H. UF0� PROJECT No: .A DRAWING BY: CHK BY: FL®T P��`�l SGTM IOOO�IOro.00-05.00-�2.000 * t �'�'• 1 * DWG No: SCALE I"-20' _ A- 1 0 `rJ;ZN0. 616Z CAD FILE No: LIM I OF 15 I I II I 0 EXISTING CONCRETE FOUNDATION WALL II I REMOVALS AND DEMOLITIONS II I II , NEW EXTERIOR FRAME WALLS. 2" X 6" II I 16" 00. WITH 5/4" PLYWOOD SHEATHING II I R-20 MINIMUM INSULATION WITH EITHER II I "ROOKWOOL" 6.5" R-25 OR 5" OF OL05ED LL——————— — __ _ _ ————————_—— OELL SPRAY FOAM INSULATION. ------------- 'nL I I I ® NEW INTERIOR PARTITIONS- WOOD STUDS �� I�r �� I I I 16" 0.0 WITH 1/2" WALLBOARD EACH SIDE iL NEW SMOKE/OARBON MONOXIDE DETECTORS 1 I L� I I II IT I I II \ I I II II II DAVID TURNER ARCHITECT, P.C. I - I I 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y. 10001 LL_ (212)594-0840 PROJECT 600 RUTH ROAD MATTITUCK, N.Y. I I III I SHEET / II ,-- I I DEMOLITION PLAN I I I I I DATE: 2-5-25 L-------J i i \S-EREDgRC PROJECT No: Q•OPJ\p H. Uq��F� DRAWING BY: CHK FIRST FLOOR �E�OL I TI ON FLAN i DWG No DWG No: SCALE 5/16 = P-0" —— ---�---- t_ A- 1 01 . 00 �' CAD FILE No: --------=-- --------------� T No. 16162 2 OF 13 LIE A\ 0 - •�-5 5 I7 -22 UP ALL BEDROOM WINDOWS COMPLY SQUARE FEET MINIMUM CLEAR OPENING OF 5.� a REF IN. 20" WIDE OPENING MIN. 24" HIGH OPENING SILL LE55 THAN 44" FROM FLOOR N O 0 110 KITCHEN DINING -' tr o o 00 sUFFLEMENTAL. FRAM I NCB MODIFICATIONS TO FRAMING SHOWN ON 4 UP SHEET A-.III BED ROOM I BED ROOM 2 D E JA S FEB 2 2 025 UP Building Department O Town of SOuthoid DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y.10001 (212)594-0840 FOYER LIVING ROOM PROJECT SED ROOM 3 600 RUTH ROAD MATTITUCK, N.Y. AO SHEET CONSTRUCTION PLAN S� iRED A v DATE: FAMILY ROOM ��`��O H T�R �� PROJECT No: QP `I DRAWING BY: FIRST FLOOR r—. I `05TRUr—,.Tl 0N FLA ` CHKBY: DWG No: SCALE 3/16 = 1'-0" - A- 102 . 0 0 - VO. 16162 _OF CAD FILE No: 3 OF I3 I R11 I III Mill I I I I ILI FIFIF IF-iH 0 I I I I VINYL SIDING FRONT SIDS ELF—\/ATION 50ALE 3/16 = I'-O" VINYL SIDING 7 DAVID TURNER ARCHITECT, P.C. d* 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK,N.Y. 10001 (212)594-0840 PROJECT ® 600 RUTH ROAD MATTITUCK, N.Y. SHEET ELEVATIONS � C D A DATE: 2-5-23 A' PROJECT PROJECT No: F9 DRAWING BY: CHK BY: LEFT SIDE ELE\VATION * `' 1 * DWG No: A- 1 03 . 00 �qpF°• 16162 CAD FILE No: 4 OF 13 IN sonomms NEE won No AEI .W■■■■■■■■■■■■■■I MEMO ■■■\���_ �����■■■■■i�� �I■■IEEE■■■I■■■■■O■■■■■■■■■i■■OM■E■■■■■MM■■M■■■■■■■■■■■■■■■■■■■■■■■■■■■■���__ '��■■I.. ■■■■■■■■■I■■■-----7■■■■■■■■M11■■■■■■■■ ■■■■■■ ■ 1■■■■■■■■I■■■■■■��� I■■■■■■■■lI■■1 a■■■ I■■■■■■■■■■■■■■■■■MI ■■ ■■ ■■ 1■■■■E■■ ��� ■■ ■■■■■■■■■I■■■■■1��� ■■■■■■■■EI■■■ ■■■■■■■■■■11■■■■■■■■ ■■■■■■■I■����■1■V����J■■■iiii■I■■■■■■��� I■■M■■E■■lI■■1 ■■■ I■■■■■■■■■■■■■■■■■■I ■■ ■■ ■■ 1■■■■■■■■■■■■■■■■■■■■■■� ■I■■■■■I��� ■■■■■■■■■I■■■ ■■■ ■■■■■■■■■■11■■■■■■■� ■■■■■■■■■■■■■■■■■■■■■■■I 11■■■■■■��� I■■E■M■■■lI■■1 - - I■■■■■■■■■■■■■■■■■■I ■■ ■■ ■■ 1■■■■■■■■■■■■■■■■■■■■■MI ■I■■■■■I � ■M■■■■■■■I■■■ ■■■ ■■■■■■■■■■11■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■i 11■■■rli■��� I■■■■ I■■■M■■M■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MI ■I■EM■■I��� ■■E■■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 ■I■■■■■1��� ----------------------- DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR, NEWYORK,N.Y. 10001 PROJECT MATTITUCK, N.Y. IEEE■■■M■MMM■■■■E■I■■■E■MM■�■�■��■■■■■■■■■■■■■■■■�i■■■■■■��■■■■■■■■■■■■■■■■■■ IE■■■■■■■■■■■■MM■■I■■■■■ ■■■■■ ■■■ 1■■■■■■■■■■■■■■■■■■■I minim 1■■■■■■■■■■■■■■■■■ liiii■iiii■i■iii■�I■iiii ■�■�� ■ liiiii■i�ii■iiiiiii�l ■ INN NEI Isiiii SHEET ■■■■■■■■■■■■■■■■■■I■■■■1 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■M■■■■■■I■I■■■■■■■■1 ■ ■■■■■■■■■■■■■■■■■■■■ ■ ■■I I■■ ■■M■■1 1■■■■M■M■■M■EM■■EM■MI 1■■■■I I■MEMO ■MI :! : ■:I�■■ ■■ ■ : : : ELEVATIONS IE■■■■ME■■■■■■■E■■I■■■MM______-__J■■■OEM■■■■■■■■M■■■EL.__-JM� M■■■M■■■■■MM■E■■■�I■■■■■M■MMM■■■■■OEM■■■ME■■■■M■M■■■■EE■■■ • PLUMBING 1. ALL PLUMBING WORK MUST BE PERFORMED BY A LICENSED PLUMBER 1 1/2" VENT RISER —� 2. THE LICENSED PLUMBER FOR THE LE55EE SHALL REVIEW ALL _ _- 1 1/2" DETAILS OF THE WORK PROF05ED WITH THE RESIDENT MANAGER T PRIOR TO START OF WORK.ANY WORK INVOLVING A WASTE AND r �� � i i �� �-- -- -- - --� SINK D.W. VENT STACK SHALL BE DONE ONLY BY THE BUILDING'S PLUMBER. 1 1/2 1 LAV I I 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 I/2" /2" PLUMBER, THE LESSEE SHALL AGREE. UNLESS OTHERWISE SHOWER SHOWER 2 11 5T1 PULATED, WORK DONE BY THE BUILDING'S PLUMBER SHALL BE FIRST FLOOR PAID FOR BY THE LESSEE. 411 411 411 5. ALL BRANCH PIPING SHALL BE NEW BACK TO THE SUPPLY RISER, EXIST WASTE STACK, BAGK TO THE WASTE/VENT STAGK. NEW SHUT-OFF VALVES SHALL BE BETWEEN THE RISER AND THE FIRST WALL PENETRATION WITH DI-ELECTRIC FITTINGS AS REQUIRED. 4. PIPING MUST BE TO THE BUILDING STANDARD, WITH BONDING TO GROUND AS REQU I RED, EITHER RED BRASS TO REPLACE BRASS, HEAVY THREADED GOPPER TO REPLAGE THREADED GOPPER, OR FLU�5I NO RISER r�) I AORAM TYPE L SWEAT RIGID COPPER TO REPLACE COPPER. NOT TO 50ALE 5. R15ER DIAGRAM FOR WASTE AND VENT MUST BE PROVIDED FOR THE KITCHEN AND BATHROOM WHEREVER THERE ARE FIXTURE RE- LOCATIONS OR CHANGE IN TYPE (I.E. TUB TO A 5HOWER). DAVID TURNER ARCHITECT, P.C. 6. PLUMBER MUST CHECK EXISTING WA5TE AND VENT LINES TO BE 366 WEST30TH STREET, FIRST FLOOR, NEWYORK,N.Y. 10001 FREE OF OBSTRUCTION. (212)594-0840 PROJECT -1. WATER SUPPLY NOTES OR DIAGRAMS MUST INDICATE BACK FLOW 600 RUTH ROAD PREVENTION DEVICES ON ALL HARD-PIPED FIXTURES AND APPLIANCES. THIS APPLIES TO REFRIGERATOR ICE MAKER (IF ANY) MATTITUCK, N.Y. AND DI5HWA5HER. 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 QUIET TYPE. DATE: Q. PROVIDE NEW MASTER SHUT-OFF VALVES AND BRANCH LINES FOR G\s�ERED cy� PROJECT No: P� �� T R r� HOT AND GOLD WATER SUPPLY FOR FOOD PREP AREA, KITCHEN, pP ti� � DRAWING BY: AND BATHROOM. ALL VALVES MUST BE FULL PORT, OF US CHK BY. MANUFACTURE. ALL NEW COPPER PIPING FROM THE MASTER SHUT-OFF VALVE TO EACH FIXTURE. PROVIDE NEW SHUT-OFF * DWG No: :f' VALVES AT EACH FIXTURE, AS FOLLOWS: r A- 105 . 00 gTNO. 16162 FOF CAD FILE No: 6 OF 13 ------------------ -----------------------------------------------------t 7 ----------- --------------------------------- ----------------------- FT-J-- L ------------------- - ------- -------------------------------------- -20 ol REAR FOUNDATION NOT TO 50ALE FRONT FOUNDATION (EXISTING) Ir NOT TO 50ALE KNDOkN 5(fHEDULE aT"r SIZE TYPE FINISH MODEL NO. MANUFAOTUR I NO REMARKS A. x H. 2 x V-11. DOUBLE HUNG ALUMINUM CLAD T;NT26I0,TK265I0 ANDERSEN 1 5'-5" x 5.-I.l DOUBLE HUNG ALUMINUM CLAD lTk4T26I0TV4265I0 ANDERSEN 5 1 51-011 x 51-111 DOUBLE HUNG ALUMINUM CLAD ITNT21010,TA210510 ANDERSEN m 4 5 5'-:2" x 4'-8-- DOUBLE HUNG ALUMINUM CLAD TYS15046 ANDERSEN 5 1 6-0.1 x 6-8.. SL[r;11NG ALUMINUM CLAD F;Nrzvb0l5a ANDERSEN DAVID TURNER ARCHITECT, P.C. 61 -7.-11, (x I.-&.. A5EMENT ALUMINUM CLAD r-TR52410XY454 ANDERSEN 7 .. x 1'-5" AWNING ALUMINUM CLAD ARBI ANDERSEN 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y. 10001 IF! 5.-0 (212)594-0840 a x 4'-8" DOUBLE HUNG ALUMINUM GLAD T104T2610,TM6510 ANDERSEN PROJECT Cvr=NEf;ZAL NOTES 600 RUTH ROAD 6.ORDER ALL SPECIFIED MATERIALS AND FABRICATED ITEMS WITH 12.PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY MATTITUCK, N.Y. I.ALL AORK.SHALL CONFORM TO THE REQUIREMENTS OF THE NEW SUFFICIENT LEAD TIME 50 AS NOT TO DELAY WORK IN ANY MANNER. PERSONS LICENSED IN THEIR PROFESSIONS,WHO SHALL ARRANGE YORK STATE AND LOCAL BUILDING CODE-,FIRE DEPARTMENT FOR AND OBTAIN INSPECTIONS AND REQUIRED 5IGN-OFFS. REGULATIONS,THE NEW YORK STATE BUILDING CONSTRUCTION '7.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT MANUAL AND LOCAL BUILDING CODES,UTILITY COMPANY NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE a THE cowpAcToR SHALL Do ALL cvrms,PATCHING,REPAIRING SHEET REQUIREMENTS,AND THE BEST TRADE PRACTICES. INCLUDING NY5 WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE ENERGY CONSERVATION AND CONSTRUCTION CODES. THE M05T DRAIAIIN&S. DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO FOUNDATION PLAN STRINGENT SHALL APPLY. 8.THE CONTRACTOR SHALL COORDINATEALL WORKPROCEDURESCOMPLETE THE.105. SCHEDULE & NOTES 2.BEFORE COMMENCING V40W THE CONTRACTOR SHALL FILE ALL WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF MANAGEMENT. BUILDINGS,OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES REQUIRED BY GOVERNING LOCAL AND NEW YORK STATE AGENCIES. q.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES Y41TH THE REQUIREMENTS OF LOCAL AUTHORITIES AND]BUILDING -reftED Ali 5.THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN MANAGEMENT. THE FIELD PRIOR TO COMMENCING WORKK AND SHALL REPORT ANYQQ DATE PFrOJECT No: V15CREPENCIE5 BETYeEN DRAWINGS ANF FIELD CONDITIONS TO THE 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION ARCHITECT. OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED DRAWING BY: CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND 4.FURNISH ALL LABOR,MATERIALS,APPURTENANCES,EQUIPMENT INSTALL ADEQUATE SHORING AND BRACING AFOR ALL STRUCTURAL CHK BY AND SERVICES NECESSARY AND REQUIRED TO COMPLETE ALL WORK OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE IN THIS SECTION AS INDICATED ON THE DRAWINGS AND/OR RE5PONSI5LITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR SPECIFIED IN. DURING THE EXECUTION OF THE WORK. DWG No: S.EXAMINE THE CONDITIONS AND PREPARATIONS MADE FOR THE 11.THE CONTRACTOR SHALL LAY OUT H15 OM WORK,AND SHALL Al PERFORMANCE OF THIS SECTION OF WORK AND NOTIFY ARCHITECT PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES(PLUMBING, 161 A- 1 06 . 00 OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY ELECTRICAL,ETrj TF COMPLETION Of THE WORK. DO NOT PROCEED WITH THIS WORK OFCAD FILE No: UNTIL ALL CONDITIONS ARE MADE SATISFACTORY FOR SUCH PERIFORJAANCE OF WORK. -7 OF 15 2" X10" (924G 2" X 10" @24 G 2" X 10" RIDGE ----� i , I , I I - I I I , I , - I I � I � I i I I • I , I I I I I , I I I , I I L--- 5" OPEN CELL SPRAY-ON INSULATION (R-40 .-- OR Kraft R-55 (12.5") ED (R-40). F�00R fi� M I NO GOOF FRAM I NO 5/8" 5HEETROGK NOT TO SCALE NOT TO SCALE ROGKWOOL R-25 5 1/2" BATT OR 5" CLOSED CELL INSULATION R-20 O VINYL SIDING A./BUILDIN FELT 5/8" PLYWOOD SHEA ING = DAVID TURNER ARCHITECT, P.C. LOA1:�)Q 2" x 6" @ 16" O.G. 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y. 10001 LIVE LOAD 50 L55/5F CONTINUOUS METAL FLASHING (212)594-0840 SNOW LOAD 20 L55/5F 2-2" x 6" PLATE PROJECT SEISMIC CRITERIA GATAGORY 5 12" GONG. FOUNDATION 600 RUTH ROAD MATTITUCK, N.Y. 4" CONCRETE 5LA5 SHEET W/# 10 WM 0 8" GRAVEL FRAMING AND WALL SECTION FE • m z `.a RIGID INSULATION (4' DEEP) DATE: G\S�ERED A/�cy O PLACE (12" X 24") Q� \O H. Tll/� 'TKO PROJECT No: CONCRETE FOOTING (5,500 PSI) OP ��.A DRAWING BY: ON UNDISTUR5ED SOIL # 4 CONTINUOUS ,.. CHK BY: REEAR5 2_p ALIGN IN DEPTH THIS FOOTING WITH ( ': _r DWG No: THE FOOTING FOR THE EXISTING RESIDENCE TYFlC,Ae SECTION -N -- A- 107 . 00 NOT TO SCALE q�F . 616�' CAD FILE No: 8 OF 13 MODEL"MSC4"USE 10-16D NAILS ROOF RAFTER RAFTER TIE @ 16"O.C. TO HEADER, 18-10D NAILS TO MODEL"CS20" RIDGE&26-1 OD NAILS TO VALLEY ATTACHED W/(4) `16„ RAFTERS AS PER MGF. 8d NAILS MIN.AT SPECIFICATIONS BOTH ENDS RAFTER CONNECTOR 16" @ 16"O.C. ° o o O O RIDGE MODEL"H2A" oo \1 ROOF RAFTER /O °o °° a Ali o� O O DOUBLE ° RIDGE c RIDGE TOP PLATE o L/ 0 00 ° ° VALLEY RAFTER (@ CATH'L CLGS.) ° ° p WALL STUD o o LSU26-(2x6), ° ° o VALLEY RAFTER 0 LSSU28(2x8,2x10&2x12) 0 0 0 NOTE:THIS DETAIL IS UTILIZED WHEN WALL STUDS ALIGN DIRECTLY ROOF RAFTER W/RAFTER.WHEN RAFTER AND STUDS ARE NOT ALIGNED,USE CONNECTORS IN DETAIL"S2"&"T"ON THIS PAGE RAFTER-TO-TOP PLATE TO STUD CONNECTION @ 16"OC RAFTER-TO-RAFTER VALLEY RAFTER-TO-RIDGE S WHEN STUDS ALIGN WITH RAFTERS CONNECTION TYP.@ EACH RAFTER CONNECTION TYP. MODEL "H2A" BY 5IMP50N STRONG TIE MODEL "G5"&"L51)" BY 5IMP50N 5TRONG TIE MODEL "MSG" BY 5IMP50N STRONG TIE DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y. 10001 (212)594-0840 PROJECT • 600 RUTH ROAD MATTITUCK, N.Y. H2,5A SHEET H2.5A MT MTS o , MISC DETAILS MTS =•:o. MTS vituA o. H. TUc'SiT DATE: PROJECT No: o DRKWING BY: ••o I I T� i CHKBY: NOT TO SOALE t 1 DWG No: H2 5A K TH T I TEN AHD AN(f,,HCR ,6162- A-1 08 . 00 NOT TO SCALE OF CAD FILE No: Q 'OF 13 NAILING SCHEDULE CONNECTION NAILING I. J015T TO SILL OR GIRDER,TOENAIL 5-8d 2. BRIDGING TO JOIST,TOENAIL EACH END 2-8d H I &H Y I I `D, STRAF I I ` & A I `iL�) COI `L NEr-,,TOR5 S. 1"X b"SUBFLOOR OR LESS TO JOIST,FACE NAIL 2-8d 4. WIDER THAN I"X 6"5U5FLOOR TO EACH JOIST,FACE NAIL 5-5d THESE DETAILS HAVE BEEN DESIGNED IN GONFORMANGE WITH THE 5. 2"SUBFLOOR TO JOIST OR GIRDER,BLIND AND FACE NAIL 2-I6d WOOD FRAME GONSTRUGTION MANUAL (ANSI/AF$PA WFGM -2015)"WIND SPEED OF ISO MPH • 6. SOLE PLATE TO JOIST OR BLOCKING,TYPICAL FACE NAIL Ibd o Ib"O.G. SOLE PLATE TO J015T OR BLOCKING,® BRACED WALL PANELS 5-Ibd PER I6" '1. TOP PLATE TO STUD AND NAIL. 2-I6d • 8. STUD TO SOLE PLATE 4-8d,TOENAIL OR 2-I6d,END NAIL • FRA LATERAL 1�C I NO �ONNE�T I ON (TAEL=E . cf. DOUBLE STUDS,FACE NAIL Ibd o 24"O.G. 10. DOUBLED TOP PLATES,TYP FACE NAIL I6d o Ib"O.G. BASE $ TOP OF WALL DOUBLE TOP PLATES,LAP SPLICE 8-I66 2"x6" @ 16" O.G. (USE 1.35 MULTIPLIER) 11. BLOCKING BETWEEN JOISTS OR TOP PLATES,TOENAIL 5-8d f7 12. RIM JOISTS TO TOP PLATE,TOENAIL 8d o 6"O.G. FOR) IO' WALLS 15-7 F.L.F. 15. TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-I6d (15-7) x (1.55) = 205.5 LBs. (5UGTI ON) 14. CONTINUOUS HEADER,TWO PIECES Ibd o 16"O.G.ALONG EACH EDGE 15. CEILING JOISTS TO PLATE,TOENAIL 3-Sd - ���� I � � (� I M���I `�> I6. CONTINUOUS HEADER TO STUD,TOENAIL 4-8d O F L= I F T CONNECT 1 O N LOADS (TABLE 2 .2 A) 1-7. CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 5-I6d NOT TO SCALE 15. CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 5-I6d ROOF/ GE I L I N6 DEAD LOAD (g) 10 PSF 19. RAFTER TO PLATE,TOENAIL 3-8d ROOF JOIST SPAG I N6 @ 24" (USE 2.0 MULTIPLIER) FLOOR JOIST $ WALL STUD SPAG I N6 � 16" (USE 1.35 MULTIPLIER) 20. I"BRACE TO EACH STUD AND PLATE,FACE NAIL 2-8d I2' SPAM = 18G1 21. I"x8" SHEATHING OR LESS TO EACH SEARING,FACE NAIL 2-8d 24' SPAM = 506 DAVI D TURNER ARCHITECT, P.C. 22. WIDER THAN I"x8" TO EACH BEARING,FACE NAIL 5-8d 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y.10001 25. BUILT-UP CORNER STUDS Ibd o 24"O.G. ROOF TO WALL OF BEAM 18G1 x (2.0) = 575 L55. (212)594-0840 24. BUILT-UP GIRDER 4 5EAM5 20d o 52"O.G.o TOP AND 506 x (2.0) = 612 LBs. BOTTOM 4 STAGGERED 2-20d PROJECT o ENDS AND o EACH SPLICE WALL TO FLOOR TO WALL 18q x (1.55) = 251 LBs, 600 RUTH ROAD 25. 2"PLANKS 2-I6d o EACH BEARING 506 x (1.35) = 407 LBs. MATTITUCK, N.Y. 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD. SUBFLOOR,ROOF AND WALL SHEATHING(TO FRAMING)(I"=25.4 mm) 1/2"AND LESS bd (5) SHEET 19/32" -3/4" 8d( OR bd(5) OUTL=OO<ER L)FL= I FT LOADS (TAE3L=E 2 .2�) 8d (55) MISC. DETAILS I I OR 8d(5) OUTLOOKER SPAG I N6 OF 24" O.G. COMBINATION N SUBFLOOR-UNDERLAYMENT(TO FRAMING)(I"=25.4 mm) 5/4"AND LESS bd (5) UPLIFT LOAD OF 744 LBs 1 1/8"- 1 1/4" IOd(4)OR 8d(5) '.�,�RED ARC Ca�c H.T(/ y/T�c` DATE: C�-I4-23 21. PANEL 51DING(TO FRAMING) QOP RNF90� PROJECT No: 1/2" OR LESS bd (6) DRAWING BY: 5/8" 8d (6) SILL FL=ATE TO FOUNE;)ATI ON (TAE3L=E 5.2A) t CHKBY: 28. FIBERBOARD FOR A 2 STORY BUILDING (9 52' LENGTH USE MINUMUM 7 5/5" BOLTS * i �u-' `J * DWG No: 1/21, NO. 11 GA. (6)I/2" O ' ,6 A 109 . 0 0 bd. (4) _ NO. 19,GA. (4) N . 16 2 20/52" NO. 11 GA. (5) �TF OF 8d (4) CAD FILE No: NO. I6 GA. (9) 10 OF 15 PROPOSED HANDRAIL 2" X 8" Cg) I& G (i=T) 2-2 X 10" @ I6 G (FT) P05T --------------- ------- ------ z � III 4 --------------------------------- ,,, -------- 4 . --- ----lll,-- -- -- I ------------------------------------f�-------- m =� III ----------------------------------- —ff{------------ o III ---Ef{- ��11I6"O.G 15� WOOD DECK --------------------------------- -—-—-—-— III PLANKS METALJOIST -------------------------------------�I�-------- HANGER NEW 2"xlO" P.T. BOLTED TOGETHER WITH 1/2" BOLTS ------------------------------------4 --------- o24"O.G. 4" x 4"P05T METAL 1 A5E HOLDER FOR WOOD P05T ;�•ii ii•�:� � GRADE LINE DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK, N.Y. 10001 z= •4'; =, (212)594-0840 Z�EGIG FRAMIN& FLAN SCALE = NOT TO SCALE PROJECT 600 RUTH ROAD -' MATTITUCK, N.Y. NEW GONG. BASE r' FOOTING FOR NEW WOOD POST NEW DECK TO SUPPORT 50 LB5 PER. SHEET 5aUARE FOOT LIVE LOAD. DECK FRAMING PLAN ,I ALL WOOD MEMBERS TO BE FRF-55URE TREATED. 14" G\s-vERED ggCy/ DATE: I0-6-25 P OQ�\o" T R �o PRO ECT No: SECTION A TFIRU DECK 9 DRAWING BY: NT5 :110 CHK BY: * it r 1 * DWG No: sT. No 6z- A- 1 10 . 00 161 "�OF CAD FILE No: I I OF 15 2" X 6" @ 16" G 2" X 6" @ 16" G DN ----- - ---- --------- --------- MOTE -- --------- --------- EXISTING COMPOSITION SUBFLOOR TO BE _—_—_—_—_ _—_—_— REPLACED WITH 5/4" PLYWOOD ' ------------------- A ---------- ------------ -------------- -------------------- X 2X IO GLU-LA -------------- ------_ _ _ _ _ _ _ , �-- ----- EXISTING ROOF ----- ------------- _ -------------- ------ JOISTS EXISTING ROOF �- ------------------- ------------- -- -—-—-—-—-—-—-— -----I O �- ------------------- - ----------- -- I -- --------- -- CONNECT TO HEADER , �-- ------------------- --- - -- 2 X -------------- -----� �- --------------------- ------------- - - , EXISTING ROOF -- �- -------------------- - ----------- -—- JOISTS -—-— -—- II' , I---- ------------------- _ _ I I I I I - ----------- ------------ ------1 _-_- ____------ __ DAVID TURNER ARCHITECT, P.C. I EXISTING ROOF I I I I I _ --_ ------------ -----i 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK, N.Y.10001 JOISTS —I I I I I --- - _—_—_—_-- ------------ ----- ' --------------- -- 3� 2X 12 GLU-LAM , (212)594-0840 —- - -----------------------�I I I I I ------------- i PROJECT —-—-—-—-—-—-—-—- ------------ ------ ----------- -- 600 RUTH ROAD L_ ------- - -- ------------- ------ MATTITUCK, N.Y.� , SHEET 2" X 6" oI6" G i — — — — —,— — ----- —I SUPPLEMENTAL FRAMING EXISTING ROOF I SHIFT DOOR I JOISTS ' 2 X 6 16 G r --_—_—_—_ J 24211 X 411) 7 —-—-—-—-—- P05T I —I \S�SRED gycy DATE: 2—I-25 I--- ----------I---------- —� P�PJ\O H. T(� F PROJECT No: DRAWING BY: CEILIN& FRA�INO PLAN ------ — CHK BY: Ar ] DWG No: A- 1 11 . 00 . 2 (2 X 109 iNEN ROOF 2 X 10" o I6" G TF OF, CAD FILE No: 12 OF 12 T) EXISTING GARAGE ' 8" OPEN CELL SPRAY-ON INSULATION (R-40). OR Kraft R-55 (12.5") ED (R-40). (5 PROTRUSION OF FOUNDATION RECORD PLAN 5/8" SHEETROGK LEOE 12 SCALE DA6 = I'-0° ROGKWOOL R-25 5 1/2" GATT OR 3" CLOSED CELL INSULATION R-20 0 EXISTING CONCRETE FOUNDATION WALL E-__-D REMOVALS AND DEMOLITIONS VINYL SIDING kV BUILDI FELT ' 5/8" PLYWOOD SHEA INCG — NEW EXTERIOR FRAME WALLS. 2" X 6" 1) 16" Or,. WITH 3/4" PLYWOOD SHEATHING II R-20 MINIMUM INSULATION WITH EITHER II 2" x 6" (p 16" O.G. "ROCKWOOL" 6.5" R-25 OR 3" OF CLOSED II FAMILY ROOM CELL SPRAY FOAM INSULATION. • II 2-2" x 6" PLATE II ® 6 O INTERIOR 1 ' WI YgIT 2AwAL BOARD EACH SIDE II II OUNDATION DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK, N.Y. 10001 DEMOLITION PLAN (212)594-0840 SCALE S116 = I b" PROJECT 600 RUTH ROAD NOT TO SCALE SEC S SCALE MATTITUCK, N.Y. FL) SHEET CONVERSION OF GARAGE FAMILY ROOM INTO FAMILY ROOM \S-fefl D A DATE: I O-3I-23 PR ECT No: DRAWING BY: CHK BY: DWG No: CONSTRUCTION PLAN ` A- 112 . 00 SCALE 5116 = I'-O° �Tq . 161 OF CAD FILE No: 13 Of= 13 Lm