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HomeMy WebLinkAbout38220-Z ,�SS�02S -�P� 38aao� 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 1 6 17 ISSUES/REVI51CN5 04 ir. 8 B/8" S 8'-2 3/8" T- O 5/e" 6'-9 1/2" 1 1'-3 7/6" I[ r r ' I i\ II L J M I I TEST HOLE LOT COVERAGE: 2'-o"x2'-O"x PD I+ • L - J L J LTJ 2/2/10 N CONC, FOOTING EO Eq T Eq ADJACENT AREA WITH 5' DIA. 5ON Eaowx+oeM a� ,\ #76 8I, (ENTIRE LOT): 7526 5F. TUBE PIER - r• eaovm,cursr snno so W xw ` E LD ELL\N. IA-7 N m EXISTING DECK AND STAIRS TO BE REBUILT r? J _ C') _ EX15TING STRUCTURE ~ aaown curers xD wi zax zw,veix y R0Pp5yD OP6-P6D os� 5`(D ,. .. 1�.. 3 N DECK:HOU5401 1052 5f.4015F. STEEL wMN e-G� '\ rel s w"renin Rowx euvev s"xo wr zoo cove,sc OV(j P f, 3 5'DIA. PR.OP090 rt' V r PtiR m HOT TUBI pN GEADE. \. ` m TOTAL EXISTING _ 3 cu�mee yTOR 1 .90T# 77 s COVERAGE: SF.- % 453 SF. _ — — — — — — — — — — — v�in':osecwvcv P yP _ ONE N0D5E \ ZONE AE 19.3% 4" WATER Q r — _6- -- - 4_ - - - - - _ - - - - - � L — } corazscxo ROP Y ew+u 1 \ _ DwN78 00'40°E 4 u ., X i Y L (EL. 6) ' ` m �— - AM '\ a ul PROPOSED 5TRUCTURE Cn ISI _ fooo �, PROPOSED \. O HOUSE: 1215 SF. 8'- 3/4° 6'-I 1/2" w`e°*esE°"irE y� < Q 33-\\ r RWiE'L (PROP NSDE�OOR1 mm c ADDITION OF \. 1 G GARAGE: 3585F. I I' SEGO 0 161, OF BEACHFRONT OVERHANG: 82 5F. G .➢� 1„�— / GADTo r MATERIAL Fg-o? TOTAL PROP05ED m w Fm O Izp 44\ Tuu COVERAGE: 1909 5F. HI 0 = 25.301. N L _ J os� ,cicnx ixs ,x,awaau sow Fp5ED > _ LP T Hw F� B r �. — xev N F '— 2 HOT ACKVA5HunR ns,� DRAINAGE CALCULATION r — — Eq Eo r — EL O Isb IR.zn �IAL. / �\ sn�'” DR HOT TUB BACK WASH .�—, �o LP a'� sr 5 -- 146.21' I_ - - - - - - - �. YI 1 \ LP s"o+v<R TOTAL IMPERV.LOT COVERAGE: L I fr p wn I JUN,19, 2012 M[TER N V! /- y Ewe 900.2 s.F. x . 17x = zss c.F. L — — J o (sO Q """TAN FROPOSED I qmd O 583"1 1'08"W s�°""""x LOT # 78 PROVIDE Zea 8' DIA. x 3'-6"D. 1-7/8"TJI 560 G ^I DEC.07, 2010 (DWELLING U/G) BMLCONY OVER DRY WE-1-5. �HATTCH TO PROVIDE ASS WL @ I'GO.C. 5 Z a EXISTING DECK v J \ p BASED ON SPACE L0 _ m DEC 02, 201 O O 5URVEY OF PROPERTY NI eusuavounuov NI WITHIN 150 _ v Q AT AREHAMOMOQUE 1.1 rusue waER PROPOSED VDLUMN o_ � r1� NOV. 2010 TOWN OF 50UTHOUD BEACH FILL: ± 81 C.Y. O +.r JAN.12, 2010 15LAND VIEW LANE SUFFOLK COUNTY, N.Y. 1000 - 53 - 06 - 23 • FEBRUARY 3, 201 0 I — 16""5q. REINFORCED MARCH 03, 2010 (REVISED) CONC BLOCK PIER AREA = 7,526 5Q.FT. L W L - - J ON 3'_p^xs'_O^x 1'_a'D �— — i^ 02009 SITE PLAN TO TIL: LINE rII pN CONC. FOOTINGP-T7). F . -1 N AL RIGHTS RESERVED APE 1 — 2 THE5E PLANS ARE AN INSTRUMENT OF PROPOSED 5CALE: 1"=20'-0" = g SERVICE AND ARE THE PROPERTY OF J THE ARCHITECT INFRINGEMENTS WILL — M BE PROSECUTED. EXISTING STRUCTURE 59'-0' 005TING I5'-d' APPROX. ry ry FIRST r;r"' I 10'- 3/4"_ 14'-101/4" TO BE rcA"V TO ELEV, H'-d' U15TING MEAN HIGH • "15TING GRADE 4'-7" DECK WATER MARK L _ _ - - yLs2 _` _ I — J PROPOSED ADDITION OF MAX. 6" } r NATURAL LOCAL BEACH STONE, NO 4 1 �_ _ _ _ _ _ _ SMALLER O MAT"AND NO LARGER = ,w THAN 2"TO MATCH EXISTING, _ +IJ TOTAL APPROX. 27 C.Y N CP055 SECTION, not to 5Cale I PROVIDE ACCESS L —,— J - E SSPACE ro CRAWL I FLOW N THRU'TS N .�. O N f CLIENT/OWNER GARAGE - �+ RICHARD SUSAN I to Eq .I MEYERHOLZ T"TH REINFORCED N CONC, SLB. r: RESIDENCE 4245BAYDHORERD D N _ - - - - - - - - - - - SOUTHOLD, N.Y. — — v 3yC° F-O°x Iy0"DCONC. \IFOOTING WITH 12"0IA. 5 DNO TUBE PIER FIT). FILL, APPROX. 250 5f, 2 8Fi =3125 CF.= t1 116 C.Y TOTAL _ p _ _ — TYPE. SANCUT O FOR DOOR D AND GRAVEL TO TOP OF SEPTIC AND LEACHING POOLS. r — SOIL TO WITHIN 6"OF FINAL GRADE. TOP SOIL TO FINAL GRADE. O '�WITH 7 I/2"STEP UP ^� W SOURCE, OFF-SITE. FROM LAB — yy N - ISI PROJECT TITLE MORTAR FROST PROOFING I 8'-2 3/M _ L —�— J 7-8 3/4" L _ J o FSI I2'_I^ p'-a' 2'-I^I m L L�2 s 2^ 1 Iv TRAFFIC BEARING SLAB _ ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING WATERTIGHT FRAME d COVER W/ SOILS AS APPROVED BY THE SEERS INTHEEVENTPOOR /;2-MMIX DR 35 PVC WASTE LINE APPROVED LOCKING DEVICE = '_0"x2'-0"x l'D y ADDITION/RENOVATION LEACHCONTINNG UED TO SUIIALTABLE BLEMA MATERIAL AN,EXCAVATION ISTD BE a CONC, FOOTING CH Ye INCH PER FOOT 1'MIN. L — — J WITH 8" DIA. SONO r CONTINUED TO SUITABLE MATERIAL AND BACKFILLED AS DETAILED. IMAX 4'SDR3S PVC TUBE PER. r WASTE LINE PRCH- TRAFFIC BEARING SLAB CONCRETE COVER F F.B.0 TOP OF LEACHING POOL=671 6'MIN. - RIM EL.7.3 Yq INCH PER FOOT �I4 - - — — — — — 9I all MIN. DRAWING TITLE 6"0 CROSS-OVER PIPE INVERT=45 F BA E 34'-I I" iii SITE PLAN INVERT=6.67 y INVERT=4.6LIA� o INVERT=5.1 BOTTOM OF LEACHING POOL=3.5 _y, s 4' will R N GROUND WATER ELEVATION EL 7.5 4 4 J V INDICATES NEW WALLS PRINT DATE SCALE LX4'-5"W JULY 15, 2013 AS NOTED 8'9 X 4'DEEP LEACHING POOLS(TYP OF 3)_ 1,000 GALLON SEPTIC TANK Z � SANITARY SEPTIC SYSTEM PROFILE c ISSUEJUN.19, 2012 NOT TO SCALE F 0 U N D A T 1 0 N P L A N M DRAWING NO. Fp�ARCi i KE FLOOR ELEV 8'-0" SCALE. I/4"= 1'O" A I I fSAv401_A.TION OF THE "y1 T l 64 rc UEILI POT,A7NGU50E ' Ti p �� LANJSV OA ,',IYP UNDER THE DIRECTION OF A LICENSED �'�'1,<"'Sr,.l- PGHITE:CTTOAl6ERANY ITi�m O5 TPIS Dn'AIVING IN nJHy1N!',Y..ANYA"-THORIZED T ISI "LTERAT4ON LAUST RE lq •.8341 yj/� ' K, FFD+,SEALED,AND DE •CRNSEDFACCOBDANCE ISI REF. NO. q W9THTHL LAIN. O✓ 9 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/ REVI51ON5 I AI- 341-1 l34'-1 I" B 26'-5" 8'-6" 3"x5" STEEL P05T l,11 • AZEK RAILING A B �y A4 A4 � 5' DIA HOT TUB I I 7 I ON GRADE EXISTING DECK AND BTAIRS TO BE REBUILT AZEK DECKING WITH 1•~•I J CONCEALLED FIXINGS. 34'-1 1" AND 2 97 5' 2 98 5" 2'-9"9 5' 9-9"O 5'-3 1/2" R�OGE 6801 EI/4" 4'-3" 4'-3" 2-0" I'-8" 5'-I I' 122 9 j 3 " 24E ABOVEI 1/4" 8'-6" • 4" -I O 3/46'- ,� 25 RAILING LINE OF r• 6 14'-7"O 3"x5'STEEL AlA BALCONY�� N `� SYSTEM PO5T(TYPE. 25'-5" ABOVE _ BALCONY o r ROOF LOAD 3 Q I'-6" 7'-1 1/2' '4'x4'MAHOGANY DECKING ON r I� m 2 1 SLOPED SLEEPERS OVER FF1BEARING WALL _ IG ABOVE. I EPDM RUBBER MEMBRANE. px WINDOW 4 1 u 2 DOOR BELO N o m MA5TER BEDROOM 22 • EQ E° o 64 I in, 12 – o SUITE 25 —N a. a _ ro M TER BAH a"CDX PLYWOOD OVER 'a /A 2'-9" WARMBOAPD `^ PLO RTILE E e ry WOOD &1 z 6' O THI SE RADIANT 5UBFLOOR. - POST r b-2 I/2 N CE ENTiBD. ISI DEC 13, 2012 FLU5H BEAM -I IL-dll N 20 2O - - 5 FLOORING 1- 3-ji WIDE A3 Q9 SATIN 7 OQ _ �1 POLYURETHANE `�5-I/4'x11-e' 5 5- /4"xl a" 2.0E PARALLAM y _ 2.0E PARALLAM� ^ 10 P5L i~ie JUN. 9, 201 2 N PSL STUDY - FLOORING >` px 6"x6" 1 1-7/1 TJI 360 N �' DIRECTION. N JAN 12, 2010 m POST ICE IN IN N A4 A4 - a> LOU 1E2 T m 4 / a LOW WALL of 3 O /2 DRESSING ROOM m • N WOOD 16"O.C. H - 0 p o D D - m A4 SET ON z CEMENT BD ° - 0 4' q'_T 3' 0.. 3'_0" - ^ X2009 MALL RIGHTS RE5ER TD OVER e"AC PLY AND N = ATTIC 5TRSi 131 N WARMBOARD RADIANT 3 z"x o" 2 OE w 14 1 � THESE PLANS ARE AN INSTRUMENT OF TY Of 5UBFLOORING. J 5a. PARALLAM P5L o 9 Q o THE A5EKVIRCHITECT CE AND ARE FRINGETHE OMENRS WILL 7'-6" 2'- 9' (ALL GROUND FLO R) w l N O N 1 E w Q v I O v CLOSET - a? u O 8 1/2 6'-5" C BE PROSECUTED. y �3 o N ,r. F as KITCHEN �'/ ¢ n `"� I gy8 17 Cy mm c�0 112 a1 � � Y 0 10 ° I� ° G'-10^ a'-o" 7 2 3'-4 1/2' OD o U -7 3/4" 4'-7 3/4" v�/{� - 1 N POST WO in • 0 RAIEI�IG EQ CL05ET '^ m WOOD O r-1 3 Gl FINI5HED V m N 7 • • u MA GAN REFRIG. C SETtOM5 1/2 1 HAND IFWITHoRLR 8 TAPE SPIND E' 2 2" BALU5TER$. _/ 16R�72 EMECHANICALP _ PROVDE m OPEN TO BELOW My HATC T C L -10 I/2" Pn E FU HT.. °? `� SPAC FOYE • ` \ m ry r01 CLIENT/OWNER 6' " 2-10 I/2" 2'-4 I/2" 3'-0 I/2" 3�� 4 r / - 3 m SHOWS 3 I/2" 4'-I 3/4" 3'-03/a" - BAH N O 1 FL OIN ILS ET / \ N 8 y 3 /2" N I� K SET. CL05U 3'-4" u' AM PLATFORM _q^ "' ACCESS N g 2 I PANEL Ea I �i^v RICHARD d SUSAN 2D -- 21 4'-9 I/2" -9 I/2" I' / \ UNFINISHED MEYERHOLZ _ tuP C C / _ 3 uz" ^ RESIDENCE A4 v O 1 ° A4 A4 / IO'a" ` s-3" A 4245 15AYDHORE RD D N o 19 go SOUTHOLD, N.Y. - o GARAGE N _ r N WALLS AND CEILING y" o1 1 5 1r Pw FIRECODE GYP,BD O 5'-6" N I"x6"AZEK ECKING k 5T P5. _ 47H. REINFORCED GONG. o Ct RIDGE ABOVE Q AZEKy 17, SIAB SLOPEDTO I -0". b - • RIDGE ABO E 8 RAILING - - w O NG4B ERMACA5T COL _ PROJECT TITLE o GUE5T BEDROOM an o p °1 3-z^WIDE RUFF CUT WHITE 1 0 ADDITION/RENOVATION lV u 1 - - - 0 OAK FLOORING-3 CTS. - - z SATIN POLYURETHANE in r w 6 6 1 ,/ EQ m ~ - _ _ _ ~ DRAWING TITLE G1 5�6RIDGE ABOVE 3'-I 7 6'-I 14" - 3'-0" 7 E° _x 3'-I 3/4" 2'-51/4" / / s'-6' e° ^ GROUND FLOOR 34'-I I" 15' 16'_5" t: SECOND FLOOR 34'-1 1" w1 R A4 A4 A4 A4 `J I oPRINT DATE 5CALE = SECOND FLOOR q2 � 155ur JULY 15, 2013 I/4" I'-0" 5CALE: 1/4"=1'-0" A2 ) r DEC.13, 2012 GROUND F LOOK G/ MM DRAWING NO. 15t FLOOR FL -0°EV 8' SCALE: 1/4"=1'-0" A2 PED ARCSII fy IT 1' hViOtf-.TOE PERSON, .xQ ^I i� LCF✓AV AFAT F111OF-A, 5SPS 1.Bq0 02, y FI* F,3Ar,`ir1GUNDE9THE /1N IREOTtOP1OFALICENSED ¢ �7. A.1•GHFE_MTC^ADFEFTFANY * M -_ -Otd IFPS hT.4IHOME rai u+i�,vmr.nntvA, rNQa�zEo ro ta.-IFED.S�rnLFnAN E FNe�,O REF. No. NACCO DANOE 0919 ^`I 12T1Ir LPUJ. i 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUES/ REVISIONS ry K RIDGE VENT M 2 RIDGE VEM O • 12 40YR, ASPHALT SHINGLES 40YR. ASPHALT 5HINGLES 8 2 OVER 3011, BUILDING PORVER P ER301b. BUILDING 1214 10 F PAPER.1 . 12 10 ISI J P— • [T11 HARDY PLANK CEMENT M 5HINGLE5 OVER 301b. BUILDING PAPER. d.Ll 71— b A FLOOR 12 HARDY PLANK CEMENT 5 h I FLOOR SHINGLES OVER 3016 BUILDING PAPER • AZEK RAILING S STE Y r �l r DEC. 13, 2012 G O O I!LEK ilywJUN. 9, 2012rFLOOR FLOOR `� JAN 2, 2010 FLOOR m2009 GRADE ALL RIGHTS RESERVED EL4.9' Si ` STAINED CEDAR 7"5Q. PERMACA5T q"x6"AZR yx6"AZEK STAINED CEDAR AZEK 7"5q. PERMACAST DECKING SQUARE LATTICE RAILING COLUMNS SQUARE LATTICE COWMNS DECKING STAINED CEDAR AZEK w THESE PIANS ARE AN INSTRUMENT OF 5Y5TEM 5gUARE LATTICE RAILING /y SERVICE AND ARE THE PROPERTY OF W E 5 T ELEVATION 5 0 U T H ELEVATION �3� 5 STEM PA THE ARCHITECT INFRINGEMENTS WILL PA BE PROSECUTED r A3 5CALE: I/8"=1'-0' 0 5CALE, I/8^=1'- ' I 6: f E 4CYR, ASPHALT 5HINGLE5 f CLIENT/OWNER OVER 301b. BUILDING PAPER. ^II RICHARD SUSAN 40YK. A5PHALT 5111NI` L GLE5 OVER 301b. BUILDING MEYERHOIZ PAPER. ;^ RESIDENCE .". 4245 6AYDHORE RD D :.I 50UTHOLD, N.Y. i LLIEll J311 III I e HAR PROJECT TITLE O, 5HINGLE5 OVER 3016. BUILDING PAPER. PLANK EMENT FLOOR HARDY PLANK CEMENT �_ FLOOR 5HINGLE3 OVER 3011, ADDITION/RENOVATION BUILDING PAPER, r ® ® ® ® ® ® [El n DRAWING TITLE PSI E ELEVATIONS _ — Lal rI B FLOOR r L /M EL8.0' PRINTJULY 15, 2013 FLOOR SCALE EL.8.0' ISSUE r DEC.13, 2012 AZEK M DRAWING NO. y"x G"AZEK STAINED CEDAR RAILING DECKING SQUARE LATTICE SYSTEM STAINED CEDAR AZEK �p ANC}FFT s E A 5 T ELEVATION SQUARE LATTICE RAILING IT is FOR ANY OF THE pP 1i 6Rp FCA ��5� SYSTEM LF+':'L�F:DEANYFERSON, � KP �� �y UND 5CALE: 1,1,"-1'-D• A3 N O R T H ELEVATION DIRECTION N OF PN LICENSED w� e EBHEQ T[ON Qf-f,LICENSED AN D I?',:;k r,N THIS f.�RAiNiNG IN SCALE: /8"=I,-O" (A�!k&)- 4MYY4:AY.APM0. 'JHJORIZED 34K iOe �, - ";FVC:N Lff3ST 6E Cyd 1� rFrIFL, SCAI_ED,ANID 4N09 19 DI_Sl,kis ED IN'ACCORDANCE N+e 71 F'li P, I_P_lN. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/PEV1510N5 RIDGE VENT At 2" 12" DGE 3/4" PLYWOOD SHEATHING �r RIDGE VENT I O I? 60�' !� " 1FTE CRICKET 2 2" @ 6"O. 2+ M V 12 Off' 40 YR. ASPHALT SHINGLES L L I,M-1 &�j1 x6 OVER 301b BUILDING PAPER. �S 'ry(y�� •/myS 0 '11'11 '1111 `"' \ 2"x 16"O.C. 2 IN5UL 2 R-38 BA 2` 11x8"@ 16"O.C. SII GUEST BATH ❑ ❑ TILL❑III&p�B❑ ❑ ❑ O I1I10�III! 1� ❑ C GUEST BEDROOM --Oro LAUNDRY CLOSET oSroH WER MASTER BATH Ellio GUro 16R@7-I/2" \ FLOOR FLOOR m 2'x6"STUDS I N (yJ (yJ (XJ (x5 (XS (y�3 (yJ (yJ (yJ (XJ -7/8"TJI 360 16"O.C. R-36 BATT IN5UL S S 11-7/8"1.1 360@ 6"0.0 3/4"COX PLY ^ry SHEATHING 301b. BLDG. " FIRECODE GYP BD WALLS AND CEILING, MECHA CAL PAPER ROOM K-19 KRAFT FACED IN5UL. p O ❑ ❑ I � • KITCHEN EXISTING DECK AND m GARAGE ut ® LIVING ROOM GARAGE STAIRS TO BE REBUILT 5n P O p E0 L ECe° FIREGODE GYP. a^ M o R 1 11 BOARD WALL51 �j i\ COLING ��� M LE Li 11-78'TJI 560 16" C. EL8.0' (� (� (� (� FLOOR FLOOR �y U3 CXS U:3 CXS W (XS CXS U'S LR-22 ROXUL INSULATION ACCE555-1/4"x11 e" 2OF R22 ROXUL INSULATION FARALLAM P5L GRADE PANEL ` JUN.19, 2012 JAN. 12, 2010 2'TH. SLAB 16""5Q REINFORCED CONC. I/WITH 8" DIA. SONO CONIC.THREE INFB RCED MI„CCA PLATE ANCHORED L _ _ J _ L — — BLOCK PIER ON 3'-O"x"x3'_0"x1'_0" J z 2'-0'x2'-0"x I'D —. .— 2' EL4.9' — — — — 4"TH. SLAB REINFORCED WITH WW MESH o CONC. FOOTING 4' 18"BOLTS (2 PER SILL - &TH. CONCRETE • IN) OVER ALUMINUM R FOUNDATION WALLS TUBE FIER TERMITE BARRIER AND SILL m ON I'-V W x 8° GONG FOOTING(TYF'). _� O' SEALER. POURED CONC. ©2009 N m m SECTION 8 2'TH. RAT S AB r ALL RIGHTS RESERVED WINDOWS ABOVE. O 4 FOOTING„ SECTIO p CL OF FILEPLACE AA FOOTING BETWEEN �/^ x TIN S WITH E li FOOTINGS WITH (2)#5 �L THESE PLANS ARE AN INSTRUMENT FOF SCALE I/8"=I'-0" SCALE. I/8-I -O CONTINUOUS RE-BARS (TYP). � SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENT5 WILL IM BE PROSECUTE[). F 1w 1 Cir G1 1 - �I 2"x 12"RAFTERS @I G"C.c. RIDGE VENT E 40 YR. ASPHALT 12 5F11NGIF5 OVER 1p 301b BUILDING RIUGE VENT PAPER OVER q" No COX PLY. L 2'x 10"RAFTERS @ 16"O.C. 0G 111x6" FASCIA BOARDS '^�' \y" CRICKET WITH FELDMAN f CLIENT/OWNER \ZG� BEAM 3-1/2" SPRUNG CROWN WEI 21 5-1/4"x 1 a 2 OF / / PARALLAM PSL I Nb" F/J PINE 5tl ATT BULL. R-38 BATT IN5UL. 2 \ ` �3 RACK BOARD L RICHARD SUSAN / # ITHF2 FELO LID r MEYERHO Z j �Jj kj �j # F202 SOLID CROWN. 2xe"@16^o.c @)6"oC RESIDENCE 4245 BAYDHORE RD D ❑ ❑ o o \` 0 1 �I SOUTHOLD, N.Y. S MASTER BEDROOM o E O MASTER BATH Flxl 2'x6"STUDS F�1 SHZ9INE @16"O.C. SUITE r ASTER BEDROOM VAN O 16R@7-I/2" - v 3/4°CDX PLY 7_ EPDM RUBBER MEMBRANE SHEATHING -9-1/2" N j SUITE 301b BLDG 12 j OVER 3/4"A/C PLYWOOD PAPER S j ELOPED I'-O" /W R-19 KRAFT 2xd FLOOR 00 PROJECT TITLE ON FACEDINSUL, I 117/8" JI 36 @I "O. . I I I — — @/6�0 II-7/81.1360@I0C.C. Q ENTRY FOYER A\ND STAIRWAY Z'.G'9 I GO.C. 34''x1 I-7g" 2.OE \ (`/ PARAUAM F5L _ 5-1/4"x118' 2.OE r ADDITION/RENOVATION - PARALV\M P L ❑ ❑ Eln 2"x6"5TUD5 @ G' 1-1171 ❑ El ElL.I O.C. WITH q"CDX r' EXISTING DECK AND DINING AREAFLY Q 301b. BUILDING i KITCHEN PAPERR 19 NG 5TAIR ^w DRAWING TITLE 5 TO BE REBUILT FOYER TUD 0 ISI m 0 KRAFTED FACED \ � INSULATION. 111.1 LLII� om om SECTIONS FLOOR 11 LI 171,77 m 7 7y 7 M 'm a s m I 1-7/8"TJI 560 @ 16" C. W� S Wj M C& EL.8.0' } �} I-7/8"TJI 560 @ 16"OI.C. #y B R-22 ROXUL INSULATION Zi PRINT DATE SCALE �f 11 11 L5-I/4"x11-e 2.0E 5-I/4"xI 181120E R-22 KOXUL INSULATION JULY 15, 2013 1/4" = 1'-0" PARAUAM F5L PARALLAIM P5L 2-011x2'-0"x I'D 211x6"CCA PLATE ANCHORED L_ L J BTHORETE O I'-0°x I'-011x8"DCONC. FOOTINGS WITH (2) L 2'111 RAT SLAB INHOVE BOLTS(2 PFALUMINUM DL � a FOUNDATION ETA ISSUE CCA PLATE ANCh F [)NCR RCED A-TUBEIPI IA 50NO EN)O 2'111 RAT STAB BLOCK P OTON033'-O"x3'-0"x 1 -0D ONFOUNDATIONIT�DAPIERNIOL — ), J L — 5EALEIR BARRIER AND SI -4 ON 4 WALLS = DEC.13, 2012 wC. FOOTING WITH 18"BOLT5 (2 PER SILL 16,11, IER TERM ER ALUMINUM ON I' 4 W x 8 CONTINUOUS RE BARS ) W a B I�IBARRIER AND SILL (lYP). POURED CONC. DRAWING NO. OPOURED CONC. FOOTING.. p 30 FOOTING.. I'-4" m w 8"x 1'-4"CONCRETE S E C T I O N H OFTH� RED AR 1111 m nTWAVIOLAT; E 0' ���� FOOTINGS WITH (2)#5 3'-0'x3'-0"x I'-0"DCONC. D D LAW FORANY PERSON, �5 SRT 6 Bq yx>F. �I CONTINUOUS KE-BARS(TYP) FOOTING WITH I ODIA. 50N0 UNLESS ACTING UNDER THE 0 ply II SECTION R TUBE PIER(TYP). SCALE: 1/8"=I'-0" DFIESTIOPI OF A LICENSED BU ADCIRT,ECT,TO ALTER ANY _'R' * I"I A I S6l'1 ON THIS DPANVING IN \• * M SCALE: I/8"=I'-0" m-TrHAneN,MUST 6E tF • NWY wlY.ANY A. THORR'ED VOTE',8EALED,AND \ lF - �y0I^40 REF. N0. DESCit;FE.D INACCORDANCE 09 19 W1 TH T,fE LAV.. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 ISSUE5/REVISIONS �Z K F" I I � I I I I I I I I I 1 I II I IA:I DEC.13, 2012 JUN. 19, 2012 G 1* JAN.12, 2010 I� 02009 ALL RIGHTS RESERVED THE5E PLANS ARE AN INSTRUMENT OE %1 SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED, I I I I i I E I I I I o ,rte CLIENT OWNER CRI NET rA. RICHARD SUSAN �I MEYEKHOLZ PE5IDENCE D 4245 DAYDHOPE PD 50UTHOLD, N.Y. f I 0 1 I + I �— ISI PROJECT TITLE ADDITION/RENOVATION C I r DRAWING TITLE r ROOF PLAN d ■'rl B K (D O F P L A N PRINT DATE SCALE JULY 15, 2013 I/4" = I'-O" A5 55UE SCALE. /4"=I'- = 0" � DEC.13, 2012 M DRAWING NO. ISI FOR AN ITIS .TION OFPED ARh� r C ISI li LAIN FOR ANY PERSON, �6�P SI.B r6 UNLESS ACTING UNDER THEROLy V FARECTION OFF,LICENSED CO � I� !' ARCHIT ECT,TO ACPER ANY 1-EM ON THIS DRAIVING INAA Al'A' AV.ANY °_THORIZED ALTENATION MUST BE NOTED,SEALED,AND C. �?y REE NO DESCRIBED I H IS MI ACORDANCE AIENI 0919 I 2 3 4 5 6 7 (5 9 10 I I 12 13 14 15 1 6 17 I55UE5/ REVISIONS 43. INTERIOR TRIM SHALL BE 5ANDED SMOOTH, PRIMED, AND FINISHED WITH TWO (2)COATS BENJAMIN MOORE RESIDENTIAL GENERAL NOTES LATEX ACRYLIC 5EMI-GL095 PAINT . 44. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION. CLIMATIC AND GEOGRAPHIC CRITERIA EQUIPMENT AMC SERVICES NECESSARY TO PROVIDE A C I THI5 PROJECT 15 CONSTRUCTION OF AN ADDITION TO HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACESGROUND SNOW LOAD 20 PSF (PE1/2"SPACING L'"• K R FIG. 8301 .2 (5) RCNYS)AN EXISTING FAMILY RESIDENCE, CLASSIFIED A5 R-3. AS REQUIRED BY THE DRAWINGS A5 SPECIFIED HEREIN, ALLOWS HOLDDOWN K 2. THE HEIGHT OF THI5 BUILDING AS DEFINED BYTHE OR REASONABLY IMPLIED AS NECE55ARYTO COMPLETE WIND SPEED 120 MPH (PER FIG. R301 .2 (4) RCNYS) INSTALLATION RESIDENTIAL CODE NEW YORK STATE 15 20'-1 P THE WORK. THE FLOOR AREA IS 1,0495Q.FT, FOR THE EX15TING FIRST FLOOR. 45, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, SEISMIC DE51GN CATAGORY B (PER SECT. R301 .2(2) RCNYS) 1"( AND 1,148 BIDET FOR THE NEW SECOND FLOOR EUIPMENT, AND SERVICES NECE55ARY TO COMPLETE ALL CORNER STUD M 3. THE TYPE OF CONSTRUCTION 15 TYPE V(B). NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS WINTER DESIGN TEMP I ) of (PER TABLE N 1 101 .2) ENDWALL CONNECTED TO O 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2007 5FECIFIED HEREIN, OR REA50NA15LY IMPLIED AS TRANSFER SHEAR RESIDENTIAL CODE OF N.Y.5. AND THE AF 4 PA WOOD FRAME NECESSARY TO COMPLETE THE WORK. FLOOD ZONE ( N / A ) (PER FEMA MAP) ° CONSTRUCTION MANUAL 1995 55CHIGH WIND EDITION 4G. ALL FIXTURES, FAUCETS, ACCESSORIES, ETC SHALL n (2)I Gd COMMON 0 CONFORM TO THE NEW YORK STATE ENVIRONMENTAL FROST LINE DEPTH 3E ¢ NAH59G^O.C. 5. ASSUMED 501L BEARING CAPACITY. 1,50016./5q.Ft CN5FKVATIQN LAW WITH REGARDS TO WATER SAVING G. CONCRETE TO BE PLAIN, UNREINFORGED, 3.000p,i 28 DAY TEST. AND CONSEVATION. ALL FIXTURES SHALL BE ON THE WEATHERING PROBABILITY SEVERE (PER FIG. 8301 .2(3)RCNY5) eNaw 7. ALL FOOTINGS TO REST ON 2" BELOW VIRGIN, UNDISTURBED BOIL APPROVED "LIST OF CERTIFIED WATER SAVING PLUMBING m " q(( V 8. DESIGN LOAD CALCULATION ARE BASED ON: FIXTURE5" AS PUBLISHED BY THE NEW YORK STATE DES 1 G N LOAD CALCULATIONS (UNIFORM LIVE LOADS) �P LIVE LOAD:A5 PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEAD LOAD: CALCULATED AS PER R301.3 AS PER RCNY5. 47. ALL WORK ON THE PLUMBING SYSTEM SHALL BE SNOW LOAD: 45 P51 GROUND SNOW LOAD (AS PER FIG. 8301.2(5) RCNY5 PERFORMED BY OR UNDER THE SUPERVISION OF A ROOM5 OTH ER THAN SLEEPING 40 PSI (PER TABLE 301 .5 RCNYS) ,^y SEISMIC DESIGN CATAGORY e. PROPERLY LICENSED MASTER PLUMBER, UPONC O RN E R WIND UPLIFT AMC) EXP05URE CATAGORY "C, FOR 120 MPH 3 SECOND GUST. COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER SLEEPING ROOMS 30 PSI (PER TABLE 301 .5 RCNYS) CEE IfflCATf AS CONTRACTOR SMALL SUBMOF IT, AY FOR ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301 .5 RCNYS) 11OLDDOWN LOCATION LIVE DEAD DEFLECT LIMIT 48 THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, CERA55 REQUIRED LICENSES ANDTAT ATTICS WITHOUT STORAGE 10 P51 st FI. 40 HE 12 U3GO INSPECTIONS ORI REQUIRED BY LOCAL, STATE, AMC) 2nd FL (SLEEPAREA) 30 HE. 12 L/3GO FEDERAL TION,AUTHORITIES,AND ANY OTHER APPLICABLE STAIRS 40 PSI (PER TABLE 301 .5 RCNYS) AS NEEDED I/2"=1'-0" ATTIC(NON STORGE) 20 Le. 10 U360 JURISDICTION. ROOF 20 LB. GROUND SNOW 15 Le, U3GO 49. FURNISH ALL LABOR, AMTERIAL5, EQUIPMENT. PLANT, 9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE TOOLS. AND PROPER AND COMPLETE NECESSARY ON OF EQLUNEW FOR RIDGE L'iw AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, 'y 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REgD BY CODE. BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY 1 1 . ALL EXP05ED WATER PIPING AND/OR HEATING DUCT5 TO BE INSULATED, INSTALLED ELECTRICAL-SYSTEMS, WIRING, LIGHTING, RIDGE TENSION STRAP SERVICES, FEEDERS, D15TPJBUTION AND PROTECTION 12. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH PREVAILING CODES EQUIPMENT, CONNECTIONS TO APPLIANCES, NAILING SCHEDULE y AND STANDARDS. GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND (PER AF 4 PA AMERICAN WOOD COUNCIL WFCM FOR 13, ALL WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS. DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN ONE AND TWO FAMILY DWELLINGS 1995 513C HIGH WIND EDITION) 0 14. THE ARCHITECT A55UME5 NO RESPOSIBILITY FOR THE CONSTRUCTION ON THE APPLICABLE DRAWINGS AND AS NORMALLY MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SPECIFIED IN THI5 TYPE OF PROJECT AND INCLUDING JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Z SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. CONNECTIONS TO PREVIOUSLY INSTALLED ROOF FRAM NG / i TRANSFORMERS AND ELECTRICAL DITRIBUTION THERE ARE NO WARRANTIES, NOR ANY MERCHANTIBILITY OF FITNESS 5Y5TEM5. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER RIDGE RDS Lal FOR A SPECIFIC USE EXFRE55ED OR IMPLIED IN THE USE OF THESE 50, AL WORK SHALL CONFORM TO THE REQUIREMENTS OF CEILING J015T TO TOP PLATE(TOE-NAILEU) 3 PER J015T r PLANS. THE 2007 ELECTRICAL CODE OF NEW YORK STATE, THE CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 15. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. NATIONAL ELECTRICAL CODE, NEPA NO, 70-1984 (NEC), CEILING J015T LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND RIDGE STRAP(EACH END) 2 PER TIE OPEC) SEAT HEALTH CAT (OSHA), THE NATIONAL ELECTRICAL BLOCKING TO RAFTER(TOE-NAILED) 2-86 EACH END JOIST HANGER. DEC.13, 2012 16. CONTRACTOR(5) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT MANUFACTURERSASSOCIATION (NEMA) AND ANY OTHER RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END PER WFCM 515C TABLE 2.4 I"I SHOWN,USTED, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO APPLICABLE CODES IN THE EVENT OF CONFLICT, THE WOOD BEAM QUALIFICATIONS, CONDITIONS, OR EXCEPTION5 AS NOTED. CONTRACTOR MORE STRINGENT REQUIREMENTS WILL APPLY WALL FRAMING RIDGE PROVIDING 6 EA. 8C) COMMON NAILS ISI `l SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECE55ARY TO 51 ALL PRODUCT5 USED FOR ELECTRICAL WORK SHALL TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT IN EACH END OF 1-1/4" 20 GAGE STRAPS r JUN.19, 201 2 COMPLETE THE WORK. BEAR THE UNDERWRITERS LABORATORIES, INC LABLEL TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1 Gd JOIST EA SIDE FOR 120 MPH FASTEST WIND SPEED. JAN, 12. 2010 17. CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL AND BE SUITABLE FORTHE ENVIRONMENT IN WHICH STUD TO STUD (FACE-NAILED) 2-1 Gd 24"O.C. OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. THEY WILL BE INSTALLED. HEADER TO HEADER(FACE-NAILED) IGd I GO.C.ALONG EDGES CROSS SECTIONI END VIEW 0 18. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK 52, ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-I 6d,4-1 Gd PER 2x4, 2x6, 2x8 RESPECTIVELY A5 CL05ELYA5 POSSIBLE UNLE55 OTHERWISE NOTED. PERFORMED BY OR UNDER THE SUPERVISION OF A BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 19. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH PROPERLY LICENSED MASTER ELECTRICIAN, END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT IriA' 02009 MANUFACTURER'S REQUIREMENTS AND SPECIFICATIONS. 53 THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL RIGHTS RESERVED 20. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED FLOOR FRAMING AND CERTIFICATE OF OCCUPANCY. BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T THESE PLANS ARE AN INSTRUMENT OF 21. CONTRACTOR SHALL DEMOLISH PARTS OF EXISTING ROOF AS NECESSARY, ANY OTHER APPLICABLE JURISDICTION BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END j/1 SERVICE AND ARE THE PROPERTY OF AND REMOVE DEBRIS 54 CARBON MONOXIDE DETECTOR5 5HALLBE DIRECTLY BLOCKING TO J015T (TOE-NAILED) 2-8d EACH END THE ARCHITECT. INFRINGEMENTS WILL 22, FXI5ITNG STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED CONNECTED TO THE UGHTING CIRCUIT5 WITH NO BLOCKING TO SILL OR TOP PLATE (FACE-NAILEp) 3-1 Gd EACH BLOCK M BE PROSECUTED, AS NECESSARY DURING DEMOLITION AND CONSTRUCTION INTERVENING WALL SWITCH, LINE CORD-CONNECTED, LEDGE STRIP TO BEAM (FACE-NAILED) 3-I Gd EACH J015T ISI 23. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE J015T ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST �S f BAND JOIST TO JOIST (END-NAILED) - NOTIFY ALL UTILITIES AND TELEPHONE 5ERVICE5 AND MAKE ARRANGEMENTS FOR NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON 3 6d PER JOIST ° HOOK-UP, REMOVAL, OR CAPPING OF EQUIPMENT AS NECESSARY EACH LEVEL ON WHICH SLEEPING QUARTERS ARE o ° O 24. PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, EQUIPMENT AND LOCATED. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 66 PER FOOT 5ERVICE5 NECE55ARY TO COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED 55. SMOKE DETECTORS IN CONFORMANCE WITH THE ROOF SHEATHING VA BYTHE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED AS ELECTRICAL CODE OF NEW YORK STATE AND THE 5TRUCURAL PANELS 8d (TABLE 3.8) NECE55APYTO COMPLETE THE WORK. RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA 25, FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. NATIONAL FIRE ALARM CODE NO, 72-1953 SHALL BE DIAGONAL BOARD SHEATHING 26. INTERIOR TRIM SHALL MATCH EXISTING. PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN I No OR 1"x8" 2-8d PER SUPPORT _ 27. FRAMING ELEMENTS: EACH 5PLEEPING AREA,AND ON EACH FLOOR LEVEL. I"x I O"OR WIDER 3-86 PER SUPPORT A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- CEILING SHEATHING r�y LARCH STRUCTURAL GRADE NO.2 OR BETTER. GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD ISI B ALL SHEATHING TO BE APA RATED, EXPOSURE I,THICKNESS AS INDICATED, WALL SHEATHING w C ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR EXPOSURE 1, STRUCURAL PANEL 8p (TABLE 3.9) 3/4" MIN. THICKNESS. FIBERBOARD PANELS j^ C D ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE 7/1 G" 60 3"EDGE/G" FIELD PROVIDE 8x 6d COMMON NAIL5 IN EACH END OF I-I/4"xUPRIGHTS. 9'-OC E BE A M (2AMC) EDGE/G" FIELD 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION !M OVER WITH TRIPLE UPRIGHTS ALL HEADS L 25/32" BD 3" BEA MIN. OF(2)2'xe' ORE P SHOWN ON DRAWING. GYPSUM WALLBOARD Sd coolers 7"EDGE/ 10" FIELD AT RAFTER WALL CONNECTION (TABLE 3.38)WFCM-1995 BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR HARDBOARD 8d (TABLE 3.9) J 1 1 BEAM5 AS PER N.Y.9. CODE OR AS NOTED Q 8'-0"Q.C. MIN PARTICALBOARD PANELS 8d (TABLE 3.9) 3 FOR 120 MPH FASTEST WIND SPEED, PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF DIAGONAL BOARD SHEATHING r F [DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) I NO OR 1"x8^ 2-8d PER SUPPORT CLIENT/OWNER OR AS NOTED ON DRAWINGS. I N 10"OR WIDER 3-8d PER SUPPORT G DOUBLE UP FRAMING UNDER ALL P05T5 AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. FLOOR SHEATHING H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED 5TRUCURAL PANELS RICHARD SUSAN GALVANIZED METAL CONNECTORS BY"51MP50N"OR APPROVED EQUAL. I"OR LE55 8d 6"EUGE/ 12"FIELD ALL 2' GREATER THAN 1" L� MEYERHOLZ NAILING SCHEDULE SHALL BE A5 PER N.Y.S. BUILDING CODE AS A MINIMUM. Od 6"EDGE/6" FIELD r 'x6'STUDS SHALL RECEIVE 5 I Od NAIL5 AT SILL AND PLATE. DIAGONAL BOARD SHEATHING f ALL EXTERIOR NAIL5 SHALL BE GALVANIZED. I"x6"OR Nb` 2-8d PER SUPPORT ^ 4245 5AY J PLYWOOD SHEATHING TO BE NAILED 8d NAIL5 Q 4"O.C. EXTERIOR EDGES "x 10"OR WIDER 3-8d PER SUPPORT A 4245 BAYDHORE RD D AND Gd NAIL5 @ 12" O.C. INTERMEDIATE. FLOOR �y 50UTHOLD, N.Y. K ALL INTERIOR AMC) EXTERIOR FINISHES TO BE SELECTED BY OWNER. JOIST I� L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"51MP50N"OR APPROVED EQUAL FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. 28. PROVIDE 7/I 6" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND ^I DOORS. PANELS TO BE LABELED FOR EACH OPENING. PROVIDE FASTENERS IN ACCORDANCE WITH TABLE 1609.1.4 BLDG CODE OF NEW YORK STATE. 29 LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. PROJECT TITLE 30. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51/AF/4 PA WCFM-1995. PROVIDE 8.8d COMMON NAILS IN EACH END OF 1-1/4"x ISI 20 GAGE STRAP @ ROOF TO WALL, WALL TO WALL, AND (SEE NAILING SCHEDULE) WALL TO FOUNDATION CONNECTIONS(TABLE 3.38) wig 31. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL :3 FOR 120 MPH FASTEST WIND SPEED. BE PLUM OR APPROVED RUBBERIZED MEMBRANE. 32, FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS 3 ADDITION/RENOVATION 0 AND CRICKETS SHALL BE ALUMINUM. 33. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS N '�i/A• OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP FLASHING AND COUNTER- AND CAP- FIASHING SHALL BE F F F ^I USED AT INTERSECTION OF ROOF AND CHIMNEY. AND DRAWING TITLE ROOF AND WALL5. O - F GENERAL NOTES 34. INSULATION SHALL BE BATT INSULATION OF THICKNESS O O O INDICATED ON THE DRAWINGS AND SHALL BE 2-Yz IS - O CLIMATE CRITERIA DENSITY FIBER-GLASS BATTS CONFORMING TO THE ro dt - FLOOR r-� SPECIFICATIONS FOR PRE-FORME) FI15ROU5 GLA55ry ^ LOAD CALCULATIONS INSULATION. NAAMM STANDARD 51, 1b-70. 2'-8" R.O. N _ )DIST PANEL SIZES 35, INTERIOR DOORS SHALL MATCH EXISTING. m m m1� 0 NAILING SCHEDULE 36. NEW HARDWARE SHALL MATCH EXISTING. v 37. GYPSUM BOARD SHALL BE EASED EDGE TYPE, 2'-2 I/8" R.O. 2'-6 I/8"R.O. • L CONNECTION DETAILS (� CONFORMING TO A5TM DEG, AND SHALL BE L - - - - 3'-2 I/8" R O LJ "SHEETROCK 5W" BY U.S. GYPSUM CO OR APPROVED (2) CfQGK 1 N8 WOOD5CKEW 2'-8" R.O. _ _ _ PRINT DATE SCALE v EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE Yz". ROUGH (I)TW2032 (2)TW2432 �; � < •' r JULY 15, 2013 I/4" = I'-0" 38. ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED OPENING (2)TW303G "K AND 5PACKLED THREE (3) COATS. ALL EXTERIOR (2) CX 14 5:' 7dJL? ";, GP THE y pgCH/T S ISSUE CORNERS SHALL HAVE METAL CORNER BEADS. PANEL -/lkv Pial r-hf8 FHL•,; N, P 39, WOOD FLOORING 5HALL BE 3/q"X 2Y'l TONGUE AND s 'LPAS'31.1^1'JHIC: UhD "4 O�.X\.•e�!RO ry T C DEC.13, 2012 JULY 15, 2013 GROOVE RED OAK STRIP FLOORING NO. I GRADE PANEL DESIGN BASED ON 1 OG9.1 :JI- 00H 0P A LICENSED ` �' M DRAWING NO. INSTALLED OVER RED R051N PAPER. FILL AND SAND FLOORING AND FINISH WITH THREE(3)COATS CLEAR BUILDING CODE OF NEW YORK STATE. _ _ ''^�(1T'CCT,TO ALTER ANY ' . ;.n rl'.-v 3FHS D iAtil61NG IN ^I HIGH-GLO55 POLYURETHANE. - " 40. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS 7/16"PLYWOOD PANELS 'Y!x(Y -IlQRlZUD b AND INSTALLED WITH THIN SET ADHESIVE o a UPLIFT CONN 'nrn� IG 0a "" 41. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN y 9N Ao Ao ��(; MOORE OR APPROVED EQUAL, APPLIED IN ACCORDANCE PANEL S i ZES 88 WOOD SCREWS ,L�i r°I"�IDS ACCORDANCE 3 A OF�� no 2-1/2" C O N N E C �� ,�;.,. .. A I:. WITH MANUFACTURER'S SPECIFICATIONS AND � 16" O.0 MAX M RECOMMENDATIONS. COLOR To BE SELECTED. I/2"=I'-0" IF SPAN OF PANEL 15 OVER G'-0" USE SCREWS Q 12'00. i 0 N 5 D E T I L c 42 EXISTING INTERIOR WALLS AND CEILINGS SHALL BE CLEANED AND REPAINTED NEW WALL5 AND CEILINGS SHALL BE SEALED AND PAINTED. PAINTING SHALL BE TWO (2)COAT5 BENJAMIN MOORE AQUA PEARL LATEX PINTED, SCALE: /2"=I'O" 0919 COLOR TO BE SELECTED . 2 3 4 5 6 7 8 9 10 II 12 13 14 15 IG 17 155UE5/ REV151ON5 �r C'Ir' K P* M WP r SUPPLY POWER FOR HOT TUB A5 REQUIRED. WP ¢ — - P \ — J,LIGHT I O -� - FAN /wcX wr WP / r 0 Cl ED • 91 qp \ ED 4 \ GFI / I I � pcom G DEC.13, 2012 O �.0 \\ I / / / 50 \ • 42" _ \\ / T� — — — T _ Ir_'I ©2009 ALL RIGHT5 RESERVED / THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF � I I SD CO I !M THE ARCHITECT. INFRINGEMENTS WILL EEMl \ BE PROSECUTED, F hit 42' P220V 1171220 �— — ' / L GFI r iTR 1/2" 69, E -m UPSTAIRS 1 / ow 3 / ACCESS F PANEL CLIENT/OWNER UNFINISHED RICHARD SUSAN - - / MEYERHOLZ $ - FE5IDENCE _ 4245 BAYDHORE RD D / 50UTHOLD, N.Y. PON WP // }� — \ _ _h_ PROJECT TITLE ADDITION/RENOVATION v / r i aQ i r SPOTLIGHT — — — — i w DRAWING TITLE U :w ELECTRICAL PLANS h•I GROUND FLOOR SECOND FLOOR d r , ELECTRICAL I ELECTRICAL �2� ,� PRINTSCALE B JULYULY1I55, 2013 I/4" = I'-O" E I E I 155UE O DEC.13, 2012 M DRAWING NO. ^I IT IS A VIOLATION OF THE �pgD Anc," ISI LAVH FCRANY FU1Bq , T J UNLESS AOTlNG UNDER THE ` PT . 0 P DIRECTION OF A LICENSED , M ARCHFTECT,TO ALTER ANY _ E'.'Z?l ON THIS DRAWING IN n - * I•q ANY WAY.ANY ATHORIZED ALTEFIATION MUST BE NOTED,SEALED,AND 1 yOQ DESCRIBED IN ACCORDANCE S ISI REF. NO. WITH THE LAW. 0919