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HomeMy WebLinkAbout39473-zm PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' PROPOSED WEST ELEVATION SCALE: 1/4" = 1' F ANY DISCREPANCIES BETWEEN THE DRAWINGS. THE SPECIFICATIONS AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTMCTORSHALLVERIFYALL GENEMLCONTMCTORTOCOORDINATE MEETINGWITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL IE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MINTFACTUXIMC AND MINT ALL DOORB BE ES TO MAINTAIN I CONTRACTORNDCNDITIONSOTIFY AT JORO MANVFACTURERY WARRANTY AND SHALL PE INSPERED TO VERIFY ALL WORK DIMENSIONS ANDCON CONDITIONS AT IOP SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OFWORK. ROUGH ELECTRIC, RUMIING. AND HVAC PRIOR TO INSULATING AND SI If ETROCKIVG AND SHALL SECURE THE of PRIOR TO RECENING FINAL PAYMENT FROM OWNERS - ii3.- -7- /7, t7 RPVISIONS z 0 H a xz Q o0 � z> Qa z o a � a ��W Mo a OU cc3 M 0 e rn 0 � 5 u u : c v p K r� Gz d n � 44 p µ G E u ow3 S G U� V WO m 4 N LAUD UD x DRAWN Mil/MS SCALE: 1/4"=7'-0• JOB# September 19, 2014 SHI IT NUMBI R A-1 0 I T I UMIN MIN R MIN u I I -no] B —F I IN OOM PROPOSED SOUTH ELEVATION SCALE: 1/4" = V PROPOSED EAST ELEVATION SCALE: 1/4" = 1L PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS. THE SPECIFICATIONS. AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GDJCRALCONTRACTOR TO COORDINATE MEETING WITH OWN ERS FOR APPROVAL OF ALL GCNEML CONTRACTOR SHALUE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURERIS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OTWORK I ROUGH CLECTRIC.PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETRCCMNG I AND SHA LLSECURETHECofO PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS RI VISIONS I I z 0 H W a o ¢ � o¢ AW oW z o o a Q CV C � aH F cd V � 0 N ED 00 O � G x c 0 rn In ry v:7 N V u 0E53 In w Uu W° E-+ Q N 1-1 UN U x DRAWN MII/NIS SCALE' 7/4 =T-0• I JOB* SeP'cmlwr 19,2014 MR I T NUMBER' A-2 LEDGERB BOARD TOTE FASFENDED TO BUILDING WITH TIMBERLOKM SELF-COUNTERSINMNG SCREWS NY OLYMPIC MANUFACTURING (2 SCREWS S 32.0 C.) EXISTING CRAWL SPACE EXISTING GARAGE / FX. DBL UP P EACH JOFl olG'OC — I� 30'- ------------ _______________________________ (3)2X$ACQOIRDER ^ (3) 2XI ACQ GIRDER ---------------'12�dllIFLO CONC PIER / 3'BELOW GMDE (f1T) ' ______________--- _ _____ _------------_. (3) 2XI ACQ GIRDER- (3) 2XI ACQ GIRDER �r I 12 -du CONC PIER 3' BELOW GRADE (EYP) 2XR ACQ GIRDER (4) 2XIACQ GIRDER (4) 2XI ACQ GIRDER 7'-1'A" I_ 7'- 11/4" I. 7'-11/i' (Q 2X$ ACQ GIRDER ------------------------------------------------------------------------------------------------- 4 ' .5/C REBAR EI2'0C AT FOOTING(TYP) NEW BASEMENT NEW (3) 2X12 DFR2 p S OVER OPENING (. AT FOOTING �' `I REMOVE EX OPENING iI �L IN FIELD FOR FINISHED FLOOR HEIGHTS TO TO BE ACCESS OPENING (3)2XRACQGIRDER 2Xt ACQ GIRDER ;(3)2Xt u. I of ccc��� I � _MI Ip ' EX (4) 2X10 GIRDER' _ ' EX.((4) 2X10 GIRDER, • � X�- . ADD (2) 3/4' STEEL BU i Z x IM [01 EACH SIDE OF GIRDLRI V NEW STEEL [(I)EA�H SID? OF GIRDER] i } LI COLUMN I Ex. 2YI2 FI ^16'OC ALTERNATIVE. REVIEW DIL UP FACH JOIST o I HSS 4X0 226 ROUND TUBE STEEL COLUMN J I CONC FTG of r FHNEW 53'%53'X12'CONC. FTG ml ul REINFORCED w/ (5) YS REBAR. w,11'OC Y. z sl I F -I A• I til LEDGERB BOARD TOTE FASFENDED TO BUILDING WITH TIMBERLOKM SELF-COUNTERSINMNG SCREWS NY OLYMPIC MANUFACTURING (2 SCREWS S 32.0 C.) EXISTING CRAWL SPACE EXISTING GARAGE / FX. DBL UP P EACH JOFl olG'OC — I� 30'- ------------ _______________________________ (3)2X$ACQOIRDER ^ (3) 2XI ACQ GIRDER ---------------'12�dllIFLO CONC PIER / 3'BELOW GMDE (f1T) ' ______________--- _ _____ _------------_. (3) 2XI ACQ GIRDER- (3) 2XI ACQ GIRDER �r I 12 -du CONC PIER 3' BELOW GRADE (EYP) 2XR ACQ GIRDER (4) 2XIACQ GIRDER (4) 2XI ACQ GIRDER 7'-1'A" I_ 7'- 11/4" I. 7'-11/i' (Q 2X$ ACQ GIRDER ------------------------------------------------------------------------------------------------- 4 ' .5/C REBAR EI2'0C AT FOOTING(TYP) NEW BASEMENT NEW (3) 2X12 DFR2 p S OVER OPENING (. AT FOOTING EXISTING BASEMENT ° �' NEW FOUNDATION HCIGHTTO BE ADJUSTED REMOVE EX OPENING iI IN FIELD FOR FINISHED FLOOR HEIGHTS TO TO BE ACCESS OPENING (3)2XRACQGIRDER 2Xt ACQ GIRDER ;(3)2Xt BE FLUSH I -; ccc��� I � _MI Ip ' EX (4) 2X10 GIRDER' _ ' EX.((4) 2X10 GIRDER, • � O . ADD (2) 3/4' STEEL BU i Z x IM [01 EACH SIDE OF GIRDLRI V NEW STEEL [(I)EA�H SID? OF GIRDER] i TS FORN LI COLUMN ALTERNATIVE. REVIEW REPLACECOLUMNS WITHNEW o I HSS 4X0 226 ROUND TUBE STEEL COLUMN J I CONC FTG of r FHNEW 53'%53'X12'CONC. FTG ml / MBM �-- REINFORCED w/ (5) YS REBAR. w,11'OC Y. sl EXISTING BASEMENT ° �' N''--{-------- (3) 2Xt ACQ GIRDER (3J 2Xt ACQ GIRDER 8 (3)2XRACQGIRDER 2Xt ACQ GIRDER ;(3)2Xt ACQ GIRDER f3)2Xt ACQ GIRDER Z3)2X ACQ GIRDER I -; ccc��� ' w � _MI E% (4) 2X10 GIRDER ' ' EX (4) 2X10 GIRDER' _ ' EX.((4) 2X10 GIRDER, • � ADD (2) 3/4' STEEL BUTES i . ADD (2) 3/4' STEEL BU i _ ADDTES 't 3/4' ITEEL BUTES i [01 EACH SIDE OF GIRDLRI [(I) EACH SIDE OF GIRDER] NEW STEEL [(I)EA�H SID? OF GIRDER] i TS FORN LI COLUMN ALTERNATIVE. REVIEW IJ 24'%24'X12' % ' o I , I CONC FTG of r , ml / MBM �-- 0 Y. sl I F -I ;.I I z iw � xl of EXISTING BASEMENT ° �' N''--{-------- (3) 2Xt ACQ GIRDER (3J 2Xt ACQ GIRDER 8 (3)2XRACQGIRDER 2Xt ACQ GIRDER ;(3)2Xt ACQ GIRDER f3)2Xt ACQ GIRDER Z3)2X ACQ GIRDER I -; ccc��� ' w � _MI • i � I O zl o rl NEW STEEL A TS FORN LI COLUMN ALTERNATIVE. REVIEW IJ 24'%24'X12' % ' o I , I CONC FTG of r , ml / MBM �-- 0 Y. F -I z iw EXISTING PORCH m yf3) 2Xt- CQ GIRDER , REMOVE EXISTING OPENING CLOSE OFF (TYPICAL) NEW PORCH 57•_4, A FOUNDATION PLAN ES FIELD AD POURED CONCRETEFOUNDATION.TOP OF FIN,300DHED FLOOR IF HEIGHT IN 4) ARE VIDE TOBEX6 ACQ STALLE SILLPLATESC UNLESS -TEX TRMIT SE NOTED DFOA O FIELD ADJUSTAS RIRR OFF FOUNDATION TORE O EDAM FLOOR MATCH ARETOBE SILL Gm OVER COP R-TE%TERMITESHIELD AND FOAM OR RESIDEXISTING. TIALC DEW ETFOUNDATINO SCOATI MPPROOFED PER NYS NERGUSS SILLGASKET RESIDENTIAL CODE WITH A BITUMINOUS COATING. SCALE: 1/411 = 1L5) PROVIDE5/I'DIA ANCHOR BOLTS AT 3N)'0 C. AND Wil 1'-0.OF CORNERS, 2) FOUNDATION TO HAVE 24'X72' CONCRETE (2X4) KEYWAY FOOTING INTERSECTIONS AND SPLICED JOINTS ANCHORIOLTSARETOHAVEA S FOOTINGS TO HAVE 3-P5 CONTINUOUS RE -BAR ALL FOOTINGS TO REST MINIMUM]' IMIEDMENT INTO THE CONCRETE EACH ANCHOR BOLT ARE TO I ON UNDIHUREED SOIL (MINIMUM 30DON CAPACITY) BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT Et PROJECT NORTH 3) NEW SUI TO BE 4 -THICK 6) DOUBLE UP FLOOR JOISTS UNDER PARALLELWALLS ABOVE.PROVIDE i1 BLOCKING AT I'0' O C AND MIDSPAN N i i �(3J (3) 2Xt ACQ GIRDER (3J 2Xt ACQ GIRDER 8 (3)2XRACQGIRDER 2Xt ACQ GIRDER ;(3)2Xt ACQ GIRDER f3)2Xt ACQ GIRDER Z3)2X ACQ GIRDER 1-/�•} - -; 57•_4, A FOUNDATION PLAN ES FIELD AD POURED CONCRETEFOUNDATION.TOP OF FIN,300DHED FLOOR IF HEIGHT IN 4) ARE VIDE TOBEX6 ACQ STALLE SILLPLATESC UNLESS -TEX TRMIT SE NOTED DFOA O FIELD ADJUSTAS RIRR OFF FOUNDATION TORE O EDAM FLOOR MATCH ARETOBE SILL Gm OVER COP R-TE%TERMITESHIELD AND FOAM OR RESIDEXISTING. TIALC DEW ETFOUNDATINO SCOATI MPPROOFED PER NYS NERGUSS SILLGASKET RESIDENTIAL CODE WITH A BITUMINOUS COATING. SCALE: 1/411 = 1L5) PROVIDE5/I'DIA ANCHOR BOLTS AT 3N)'0 C. AND Wil 1'-0.OF CORNERS, 2) FOUNDATION TO HAVE 24'X72' CONCRETE (2X4) KEYWAY FOOTING INTERSECTIONS AND SPLICED JOINTS ANCHORIOLTSARETOHAVEA S FOOTINGS TO HAVE 3-P5 CONTINUOUS RE -BAR ALL FOOTINGS TO REST MINIMUM]' IMIEDMENT INTO THE CONCRETE EACH ANCHOR BOLT ARE TO I ON UNDIHUREED SOIL (MINIMUM 30DON CAPACITY) BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT Et PROJECT NORTH 3) NEW SUI TO BE 4 -THICK 6) DOUBLE UP FLOOR JOISTS UNDER PARALLELWALLS ABOVE.PROVIDE i1 BLOCKING AT I'0' O C AND MIDSPAN N i i III COW PIER 3' BELOW GRADE PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS. THE SPECIFICATIONS. AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALUUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPEREDTO VERIFY ALL WORK I DIMENSIONS ANDCONDHIONS AT PWB SITE, I NCLUDING BUILDING AN D SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WETH ARCH ITECT PRIOR TO THE COMMENCEMENT OR CONTI N UATION OF WORK ROU GH ELECTRIC. PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEUROCKINC, I AND SHnLL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS RI VISIONS i � I O GC TO VERIFY EXISTING DECK STUCTVRE ANDil TS FORN ALTERNATIVE. REVIEW I , CONMUCTLONTTIME ' CONSTRUCTION (i'YP , / MBM �-- Y. III COW PIER 3' BELOW GRADE PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS. THE SPECIFICATIONS. AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALUUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPEREDTO VERIFY ALL WORK I DIMENSIONS ANDCONDHIONS AT PWB SITE, I NCLUDING BUILDING AN D SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WETH ARCH ITECT PRIOR TO THE COMMENCEMENT OR CONTI N UATION OF WORK ROU GH ELECTRIC. PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEUROCKINC, I AND SHnLL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS RI VISIONS 0 z Q' z Ci Q z o " Q f� W W Iz con4 OIj 0 J 00 C) �z 0 r rcIj V 0 M rhh u �i c 3 a 2 C; aPE,� C r0o U V E v 0 VS Ul W P% Q U O �W BID N ! N F� �U) x Ix DRAWN M11/MS SCALE 1/4n=!* 0" loll R Septemhcr 19,2014 SI BEET NUMIiLk A-3 0 RAISED PATIO 71'2' PLATE HEIGHT F H i�RG.�i2 � i IEEO Ism DORMER TO A OVE W"u EXISTING BATH O No. 1 EXISTING FAMILY ROOM KITCHEN I NEW. 12'-0' CEILING HEIGHT „ v (V 2'-0 TO' w a4,_0.. G // (2) 73/4%14 ML BEAM EXISTING LIQ 1,15 M1JD ROOMt,'1x /14'T1I560 FI QWQC 14' 711560 Fl alE-Or 11, I I^. 0 EXISTING: PROPOSED: LIVING SPACE: 1862.3 SQ. FT. + 330.0 SQ. FT. o� 543.8 SQ. FT, tm FRONT PORCH: 152.4 SQ. FT. + 344.4 SQ. FT. m 3 / StEX CI-/14-TI196O Wnnn-1 FI 1 'nC - + 610.8 SQ. FT. POOL DECKS: m E (NO CHANGE) `x EXISTING GARAGE (NO CHANGE) CABANA oM REPIIRWALLS AS REQUIRED. NEWSHEETROCK I^ TOB[5/8""E-XONWALUANDCEILING(VIF) C zs, S� NEW HEADER AREAS: EXISTING: PROPOSED: LIVING SPACE: 1862.3 SQ. FT. + 330.0 SQ. FT. GARAGE: 543.8 SQ. FT, (NO CHANGE) FRONT PORCH: 152.4 SQ. FT. + 344.4 SQ. FT. REAR PATIO: (-524 0 SQ. FT.) + 610.8 SQ. FT. POOL DECKS: 2500 SQ. FT. (NO CHANGE) POOL: 740 SQ. FT. (NO CHANGE) CABANA - 96 SQ. FT. _ ------------------- W.LC w s v pl E I ------------------- C 6 EXISTING o j MASTER BEDROOM o o EX. MASTER BATH (BUMPOUTABOVE) F, MR toms EXISTING PORCH (3)1 3/4XII-7/7 ML GIRDER II�1I (3) 7 3/4X11 -7/B ML GIRDER WALL LEGEND ________________ WALL TO BE REMOVED O EXISTING WALL NLWWALL NOTE: DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WA I INT 2X44 -12'.2X6 -f12' -EXT 2X4 -4'.2X6 -6 - DIMENSIONS OF NEW WALLS ARE FROM STUDS I EXT. / INT.- 2X4 - 3-1/2.2X6 - 5 12' 1 I EX. ENTRY f, c! n _ / - 14' IT EI 0I6'OC- (SOFFM �I x I PARRFI CEILING L,I / (RIP AC SHTG TO 4.7• RAD) 1ST. FLOOR PLAN SCALE: 1/4" = 11 (E@PROJECT NORTH I� EXISTING DECK EX. LIVING ROOM BXI FG RECESSED PANEL COLUMN w/ 6X6 ACC) POST (3)1-3/011-7/8 ML GIRDER- I) ADDITION PLATE HEIGHT AT IO'i' UNLESS OTHERWISE NOTED 2) EXTERIOKWALLSTOBEFRAMEDWITH2X4DFP2STUOSATI6.00. 3). EXTERIOR SI IEATHING TO BE 1/2' TI TICK FIR CDX PLYWOOD 4) DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE PROVIDE BLOCKING AT ll' -0'C> C. AND MID5PAN 5) PROVIDE 2.2X10 DFP2 HEADERS OVER ALL OPENINGS UNLESS OTI TRWISE NOTED ALL OPENINGS OVER 3 FT TO I AVE 2 JACK STUDS ON EACH 51 DE OF OPENING. PROVIDE 3 JACKS UDS ON EACI I SIDE FOR MICROLAM HEADERS STEEL I AMS TO BE SURPORTED W/ TUBE STEEL POST. POSTS TO BE SECURELY FASTENED IN PLACE WITH PATES AND BOLTS TO STEEL BEAMS EXISTING POOL EXPAND TO MATCI OPPOSITE SIDE EXISTING DECK - — - 3/4X11-7/8 ML GIRDER— - — - 6). ALL EXTERIOR OPENINGS TO HAVE DESIGN PRESSURE UPGRADES WHEREAPPLICABLF PROVIDE DEBRI-PROTECTIONPANELSWRH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING 7). INSULATE NEW EXTEP [OR WALL WTFH K13 INSULATION. B) INSULATE CEILINGS WITI I R30 INSULATION 9) NEW WALLS. CEILINGS, AND ALTERATIONS / REPAIRS TO BE PROVIDED WITH 12' SHEET ROCK ALTERED BATH TO BE MOISTURE RESISTANT. GARAGE TO BE 5p' ME -X. 10) INSTALL SMOKE AND CO DETECTORS PER CODE REVISIONS z 0 H H z o o w z O H F--1 W 0 C O a� a \-J O ti cn rn y C. l� F P rn V a G Q 0. o N � w E� E n V V v a Uu O IrT�I F1 ERRIa N U� to x Da c DRAWN MH/MS SCALL 714'=1'-0' JOB M Sept.he 19, 2014 SHI IJ NUMBER A-4 BATH No 4 BATH No 5 BEDROOM No. 5 � SII �II'I 11111 111111 AREAS: EXISTING: PROPOSED: LIVING SPACE: - + 1191.1 SQ. FT. MECH. / STORAGE: - + 209.2 SQ. 'FT. 2ND. FLOOR PLAN SCALE: 1/4" = 11 E� PROJECT NORTH N I) CEILING HEIGHT AT IF -T. 6) NOTES MULLS TORE PROVIDED WITH 2-2X DFP2 STUD POSTS OTHERWISE NOTED ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK ST DS UNLESS OTHERWISE NOTED 2) EXTERIOR WALLS TO BE FRAMED WITH 2X4 DFM2 STUDS AT IP O C. SHEATHING AND INSULATION ALSO PROVIDE 1-1/2' THICK FOAM MICROLAM HEADERS 7) INSULATE ALL EXTERIOR AND INTERIOR WALLS. 2X6 WALLS AT R19 3) EXTERIOR SHEATHING TO BE I/2" THICK FIR CDX PLYWOOD. AND2X4WALLSATRI3 4) PROVIDE 2.2XSDFR2 HEADERS OVERALL OPENINGS UNLESS t) INSULATE CEILINGS WITH R30 INSULATION ALL CATHEDRAL OTHERWISE NOTED ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK ST DS SECTIONS TO BE PROVIDED WITH A I" AIR SPACE BETWEEN ROOF ON EACH SIDE OF OPENING PROVIDE 3 JACK STUDS ON EACH SIDE FOR SHEATHING AND INSULATION ALSO PROVIDE 1-1/2' THICK FOAM MICROLAM HEADERS INSULATION V'FROM EXTERIOR WALL PLATE INTO HOUSE ON CATHEDRAL ROOF PARTS 5) ALL EXTERIOR OPCNINGS TO HAVE DESIGN PRESSURE UPGRADES WHERE APPLICABLE PROVIDE DEtRIdROTECTION PANELS WITH FASTENING 9) ALLWALLS AND CEILINGS TO BE PROVIDED WITH I/2' SHEET ROCK HARDWARE UNLESS OPENINGS I IAVE IMPAR GLAZING BATHS TO BE MOISTURE -RESISTANT SHEETROCK 10). PROVIDE SMOKE AN CO DETECTORS PER CODE 1 E TO RIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOT BY ARCHITECT OF ANY DISCREPANCIES PETWEEN THE DRAWINGS, THE SPECIFICATIONS. AND THE FIELD CON DITIONS, AND SHALL REQUEST CLARIFICATION BEFOP E COMMENCING WORK CONTRACTOR SHALL VERT FY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GCNERALCONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS PAINTER P MANUFACTURERS WARRANTY AND SHALL BE TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCPCPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC. PLUMBING, AND HVAC TRIORTO INSULATING AND FOR APPROVAL AND SHALLSECURE THE CofO PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS REVISIONS GQ z H-1 0 ° w z 0 Q CIO �:3 v � z Cf) 0 U 3� Fz � 0 czI r .ti V 0 N � O X � ' np- O � Y O n 6 0 C � Y O W � U) ! F UQ W° Emill N F U� t� C DRAWN Mfl/MS SCALE' 114"=1'A" JOeR September 19, 2014 SHLET NUM13ER A-5 / J%Ip DFYJ lR'rI115'OC i 12 RR ? M1 i II II lA*lo B II —(pal II II 12 'moi I II •• !I' 5 ------------- 13/4X11 -7/B ML RIDGE •--- II / Jxln DFYJ eR < 12 i'114 ie I I p 5 II �I ^iv0�> ii2X12 PLATE II I 1 '� II it 11 rl • 'Sc II II 11 / 12 II x 0 P. O V/ z O I� /A ii 11 12 x in O U ------------------- __________ ,IY / 7X10R,n16'OC': Ct NO rr-1 V Il/ O H G E O O ON2 u n c C] ON[fv O YO L 0 I x U x u xI P Ic V U Cn W° USE U� , x s / J%Ip DFYJ lR'rI115'OC i 12 RR ? M1 i II II lA*lo -- ---------------------------' ----------------" II —(pal II II 12 'moi I II •• 5 ------------- 13/4X11 -7/B ML RIDGE •--- G / Jxln DFYJ eR < 12 i'114 ie I I p 5 II �I ^iv0�> ii2X12 PLATE II I 1 '� II it 11 rl • 'Sc II II 11 II x 0 P. O V/ z O I� ii 12 x in O U I II ii III 12 III g� 4'I I4 0 ;ti 47_� x CCI I (4)1-3/4X14 ML w/ (3) 5/8' STEEL PLATES 12 (ALT- (3)13/018 ML v'/ (2) 5p' 5TEEL PLATES 5114 I � /- II II II -- ---------------------------' ----------------" II —(pal ptioc W IS 12 'moi AR 9� 5 13/4X11 -7/B ML RIDGE •--- IS / JXI I DF12 RR /I16.00 12 I 1 5114 I � /- II II II -- ---------------------------' ----------------" II —(pal ptioc W IS 'moi AR 12 5 II G / Jxln DFYJ eR < 12 i'114 II I I p 5 � •p ^iv0�> IS / JXI I DF12 RR /I16.00 12 i i 3� �2XI Rl i 11 gl O n .I Ir n n __________________________________1 N ------------- -------------------------- I TO 2X12 RAFTER PLATE ROOF RAFTER CEILING J017 GUTTER \SUIFASCIA (TYPICAL) \ 2X4ILKG TOPOFWIDDOW VENT IUD ID 1XI AZEK 6'9' (TYPICAL) SOFFIT FASCIA li' OVERI IANC ii 12 I 1 5114 I � /- II II I - II -- ---------------------------' ----------------" II —(pal ptioc W IS 'moi AR 12 5 G / Jxln DFYJ eR < II ^iv0�> '� II • 'Sc ;I x 0 P. O V/ z O I� ELI x in O U O a Ct NO rr-1 V Il/ O H G E O O ON2 u n c C] ON[fv O YO L 0 G o x U � u xI P Ic V U Cn W° USE U� , x s I� DRAWN MH/MS SCALE' 1/4"=1'-0- JOB11 ScplembE,19, 2014 SIIEETNUMBLR' A-6 Ir �QI !• II I I I� 12 II ! 12 •--- --------------- ----- 9� '----- I•------• -------------------------' Jx10 -- l� / _ _ -- - ------ ii II ii �I 12 i i 3� �2XI Rl i 11 gl O n .I Ir n n __________________________________1 N ------------- -------------------------- I TO 2X12 RAFTER PLATE ROOF RAFTER CEILING J017 GUTTER \SUIFASCIA (TYPICAL) \ 2X4ILKG TOPOFWIDDOW VENT IUD ID 1XI AZEK 6'9' (TYPICAL) SOFFIT FASCIA li' OVERI IANC ii 12 I 1 5114 I � /- II II I - II -- ---------------------------' ----------------" II —(pal ptioc W IS 'moi AR 12 5 3� N 12 � 17f 9� CiA T 7). INSTALL ES HALL IF IOIIEDTORAMPS i) ICEL WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS WITH ROOF AND SIDE WALLS (TYPICAL). B A 2) ALL SORES SHALL WASHERS TOM TIERS TE H 711' DIA GALVINIZED A UG SCREWS WITH WASHERS AT EACH RAFTER 7). DO NOT DRY ALL CLEAN PRIOR TON WELLING U TFRLAYPLYWODpI SHEATHING MUST BE DRY AND CLEAN PRIOR TO R:STAW NG UNDERUYMENT 3). POLY 5/I' TH ICK FI R COX SHEATH Nr OVER P OOF FRAME UNDERLAYMENE IS NOT TO I E LEFT EXPOSED TO ELEMENTS AT EN D OF THE WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS f 4) APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND COMPLETE. �— PROJECT NORTH ROOF PLAN DIRECTLY TO TI IF DECK ALONG EAVES E B). INSTALL ASPHALT ROOFING AS PIR MANUFACTUROS WRITTEN INSTRUCTIONS. 5). USE 30YFCLT UNDERIAYMENEWTTH ASPHALT ROOFING IN AREASW/ USE GALVANIZED (ZINC COATED) IIOOHNO NAILS, 11.12 GAUGE WITH AT PE-ERATETHROUCH PLYWOOD N SCALE: 1/411 = 11 412 08 LESS ROOF PITCH USE ICE 4 WATER BARRIER NDERUYMENT USE NAILS PER HEADS. HINNGLE. NAILS RE TO BOE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE OENfML DRY WELLS MU[TNOTIr V'EDYLMEIIETIAE NSTAIUTON VA]m0 CREATE A EWMEIWITRIMFOR RASFM•MIFEEKEOr ROOFWL CAVSESS I'JAL rLODINGOFCROVNOJIAMORINRMEPEWRNTHEOFFMTKINOEWtC AR SI APF DIEIDSAI YSTFMS AND OTHER SVI GARAGE STRUCTURES DRY WELLSMVRIEm lEDMDCONMURFDWHMFE TtRCONMTh ON WSNJLLVNUO)TFFCFORIOIMI RTTHF I EAS FMEMP. DTEHEEDRESTRICTION ESTRIINAOR DIADRY W IDE LLR OTHER R "CALMrANRFTH FR ED NVERSE ALTERATION, ION,AMID REMOVA L THE 0OIIOM OFHEDRYWLLM-R OfATI FAST 21'MONSMSONALHIGX WATER TABLE 01 11OCKAND ASMRIDOUDIEORMSY DISTRIBUTE RUNOUINFILTRATION OVER TNIGRADE SOtI5 CONSTRUCTION FORDRYWELD ROTECTIONOrTHEWKI DEf IUMOMCOMFA"ONV CONI I VRION FOV?MEM AND CONTAMI WTIOY AND CLOL41NO ARE URAL MIORTO RS CO D RUCPION TI IENFA TO FF USED FOP THE DRY WN MOULD N FROMONFDOfrTO PRfVFMCRADE PERU DUECSINRY ANDNPERSUTION OAMTFF\6 FROMCEIWNDUPETRoEN Tf 2016DU BOTHSL WFLLCSOILCO DAC NFUVOONt MOULDIETATIO AHEVFNTIOMSLR4MDC2011CRMMWTH ANO SfNMFM COATAIIINADOV AILIXUV\T IONpICVATPONEMO1MEDWRHn1E UOIRER 1MRI:AL ERUVATION T1F DF 2M ALL IXUVAnON FpVI1MFM SHOULD IfP ERDOVFSmEnrt UMRtoF CONTAMINATION TO HFV PRN[M SN4MDF SOILCONTAMINATON ANDCIP'.GINL BY SEDVAENF. SRVSSIC CO'RRLDIO AMODIEDEUY�U ONAOOiFRCONSDLYLTON MOULDOEDLWtMMkN LLOTIflICONRPORY AAll HAITAUY TEMEOMMY OR PCTION FNM1V DARN TOTHE ORY Vh6 MF RAIU IEfD THIS CFIAYD)CONRRVRIOV LMMIMISINf C.I C' POl'HFDMWF TOCORMN OFFTA MATERIAL IT RRMDITOPREVENT IT.ECO IOYI CONSTRUCTION VEGEOUIPMRR W AFTEDLR aMDVFIIILWIM 11TUCO GVCTOV ACTMTI'-S SIMILMLT, USFOFIPAILE WfLLMONFOR[VF IMIMINTO NSL iISCOVM Mt IMUM 2F\VADMLFFXCPMTIONEORTHESED OFMfINSIIOVIDIFAMINIMUM OF 2 FEET MOVE THC I,NAI pUI:N FIfVATION OFTM pRY'IIFILIOFTOM ACCUMVUTFO SFDIMFMGN THEN IE RFMOJFS WDIOVi SISTURIINLTHf ARTIENIGMDE5016MON DRYWELLE DROM WIKHMUADEE CMPLHfDOND DON CONRRULTONDRIDN illL DR, WAILi DRAINAGE ARE IS COMPLETED AND DPAINRLf ARM RMICTIO 6DRY'rD EIM RRVCTIONCANNOT1EIMll I VNMr60MNA6FE S RAIIII'D DM100N AMPIG MHAD5 F OIHFRSURMIE NIITO DIMI6SHO VIDO NRAEfT TURING AT PHEDOFCLL THEE PDMIOORTRALLS SHOULD OLFF AND BE ISMONED UN FROM TMEDRYSCEO WETS ]INTHEDRY RON M lDRAINAGE NOT BE R[NdhD UNTIL ALL COrvpPUCT10N VAT111N THE ORVDRLLT DRAINAGE AMER Y C OMPLRFO AN D ANE MANAGE AMA RMm 2[O CONECTORS R I UMLO EEPUC[DIN ESSOT2COHEACIEOVSNGMTE fpM1AROM AMMINVMLWSf LIST iHKKN•St Or lR lfx M61f RfCOMNENDFD METRUTMLM AS VTH AALOTHU IFSTAV NA4FM[M IMRIC[E, Fr nRMTM[MCAN F%SFNJ THF FVNCn ALLIC OF A DRY WELL GRAPE GLNFMELY NOT A DCNIFICAM SOURCE OF RN'OFFrOLLUL10N ROOff CANNNE111HO6SrETHESOURCEOFPARTCUUTTf AND OAGAMCMATTUAND DURING fEFCONTRVCTON fFNMMFN'O OflRIt THrOBCORE RoorcIELER uullDs AND f oR svNFs Or TrzAn o pOEEfA W,nl CLLAN,DUTS) IN CONDUESTO A DIY VTLMOVI D IF INCLUDED VMEREVU MACMAL TO MINIMISE THE AMOUNT OF SL V W EIE AND OTI IER PARTICULATES THATCAD F VTFRTHE DRY W FU_ 144 r PJA DRY WELLS TO BE SO' MIN. AWAY FROM HOUSE ROOF AREA: 3710SQ. FT. AT 100% WATER RUNOFF: 620 CU. FT. PROVIDE (2) 8' DIA. X 8' DEEP DRYWELLS TOTAL DRYWELL CAPACITY: 676 CU. FT. WJfS 1) E KMION A) D] NOT SIMON INP VMnON UNTIL WISTRAM WYE IEFI PROPERLY FRDMm 2) PREPARATION A) CFFµ MUARnIrJI HLYMI TDNSF TON q ACTT RMG THE BECT RIFEGMTILMRECC\4MEATT N'DIEME MIKE DINDE AAINT COGIHFEDNPAL SUBLTS Fg1INEs Ir^MTE IN CONTACT MUNDmINILAR s Q "A ,,Nm C771RAFKT5 AN05VPFAQSIN COMICI WfRINSSIMIIM METALS WIM MO"iCT/E MCI74G rA'M INTNUT"N A) RI"MM WOMNKLCPCAHCE WTM N1HWpq]I(µO TIE OMWINGS I)GUIDE N1EMF DTWJA LUDMI-TOYFORMV YMOFRUN 2) 51¢ETMU&MINLQWT6W WAnMGMxJWS a) CAREER/LARD FLAW µOS01DEllf\RTfA510 COWH`FOIRS µ] MRSXMIES I) ALUMINUM RNETµO GUIN WIMPMTl SUUM 51 PRIM FYNNERORS ]) CIXVNED D]NIILFOUIS TO STOPM SEWER SYSIGM AS IXDIUIFO SEAL mrvnErnaN wnnnncxr 4}MOTECTION A) IR05ER INSFAIIfD PRD1`LCIS U4nl RN1METIDN 0i M01ER P) TW01 W, MPAJR ORRflUCEOAMI GTY PRCWCI51[IOVE SUISTAVIUL mMPLkTQY SOFFIT DETAIL 1.000" FAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANC I ES I ETWEEN THE DRAWINGS, THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CU RI H CATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERT FY ALL "DULALCONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL I E RESPONSIBLE FOR ALL 301LOING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTEDTO VERIFYALLWORK. I DIMENSIONS AND CONDITIONS ATJOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DEUVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TOTHC COMMENCEMENT OR CONTINUATION OFWORK�ROUGH ELECTRIC. PWMIING. AND HVAC PRIOR TO INSULATING AND SHEETROCK11' j DSHALL SECURE THE C of O FRIORTO RECEIVING FINAL PAYMENT FROM OWNERS III VISIONS 0 P. O V/ z O I� ELI x in O U O a Ct NO rr-1 V O H G E O O ON2 u n c C] ON[fv O YO L 0 G o U � u P C. U` U Cn W° USE U� x s I� DRAWN MH/MS SCALE' 1/4"=1'-0- JOB11 ScplembE,19, 2014 SIIEETNUMBLR' A-6 I 1-1 1N I@ IW Ivs IV3 IW we uv we uv M fllO kRR N COI 11'n II lu Ily 114 1R II1/. we uv smx we uv w ow SH '[II P COI' 1 11H 11WC0 co V1 1 J LIC( 3 A 4 SLOPE" 1/4' PER FOOT PITCH TO DRAIN PLUMBING SCHEMATIC N.T.S. r4' 0•� C � I I I �� I I I II �� I I� I)( �� i ri(il I �fill TYPICAL DOOR OPENING (LESS THAN 4'-CX8'-0' OPENING) 1l0 STA1HIF555TEFL ORW VLH® WDOOSOttnSW/ WA>IPS! 1Y OG Ix APARAm S1fS`mG —GRIEF nnwoD (4TfRN.1TNR2 nlsos o) BIRD WDIN I WQ W W SILL TYPICAL WINDOW OPENING (LESS THAN 4'-0X8'-0" OPENING) 1V OG IS'OCE 112 -MA Ro A FAPRW GNDF M1»NT'ID (Wl.Ir VNO )/1005.) V4 Df12 STOOS — I MRPRF PLYWOCA Ai.MrthS l -2Y4 DFW S STACUM:ER[D TCGETIQIWIIH STAIN/I STEEL OR GLLVION WU$W/WASE TRS MDHVR Lad OG TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-OXR'-O" OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF R FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4,16D9 6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOTA SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SI4-AIARYWOCO —SHFAMING ��=L Oft( LVVOZE %MD SQEWS W/ RERI(OPCED w/ (S) v2 �...•.n F5 REtAIE a w, iPOC 14' 711560 WOOD I FJ 5/8' TYPE X FI RE -RATED SISTER TO EXU SHEETROCK ON WALLS EXISTING GARAGE 1-3/4X11.7/9 ML RIDGE Saxe -In ��� ML HIP \ 9 (2) 1-3/4X9 iR ML FLUSH BUM STORAGE & MECH. ROOM °i m I LLLIIIIIIILLJ���llllLJJI 14'T1I560 @16.00 3/4•SUBFLOOR 14' TJ1560 WOOD -1 FJ 1916 OC 0 IML tEAMf ® I EXISTING OD FAMILY ROOM EXISTING STAIRWELL EXISTING CRAWL SPACE SECTION B -B SCALE: 1/4" = 11 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL N CITIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS. THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CURI FI CATION BEFORE COMMMCING WORK CONTRACTOR SHALL VERI EY ALL GENEERALCONTMCrORTO COORDINATE MEETINGWITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL RE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURERSWARRMIN AND SHALL BE INSPECTED AND SHALL BE INSPECTED TOVLRIFYALLWORK�DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OT WORK TOUGH ELECTRICJLVMBMG, AND HVAC PRIORTOINSUUTING AND SHEETROCKING AND SHALL SECURE THEE o(O PRIOR TO RCCCIVING FINAL PAYMENT FROM OWNERS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK TOUGH ELECTRICJLVMBING, AND HVAC PRIORTOINSUUTING AND SHEETROCKING AND SI {ALL SECVRE THEE o(O PRIOR TO RCCCIVING FINAL MYMENi FROM OWNERS. REVISIONS U) z 0 W 1� w O s^ O VI z O 1� x a °0u •� o x � O r V 0 N U �vE 0 O N m H p v ,. 0 a >< D � 1 W U n � Gov �u3 Dr U) Uu SIT r O �Q .71 F Ux DRAWN Mil/MS SCALE 114'-V-0' J013 X September 19,2014 SHEET NUMBI R. A-7 I I �� I I•��' II �� I .I � , r.�i •Ili I •I!i , r. l It ! 4r III + I In �I I � �• I I MRPRF PLYWOCA Ai.MrthS l -2Y4 DFW S STACUM:ER[D TCGETIQIWIIH STAIN/I STEEL OR GLLVION WU$W/WASE TRS MDHVR Lad OG TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-OXR'-O" OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF R FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4,16D9 6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOTA SUBSTITUTION FOR DESIGN -PRESSURE. ALL OPENINGS MUST HAVE DESIGN -PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. SI4-AIARYWOCO —SHFAMING ��=L Oft( LVVOZE %MD SQEWS W/ RERI(OPCED w/ (S) v2 �...•.n F5 REtAIE a w, iPOC 14' 711560 WOOD I FJ 5/8' TYPE X FI RE -RATED SISTER TO EXU SHEETROCK ON WALLS EXISTING GARAGE 1-3/4X11.7/9 ML RIDGE Saxe -In ��� ML HIP \ 9 (2) 1-3/4X9 iR ML FLUSH BUM STORAGE & MECH. ROOM °i m I LLLIIIIIIILLJ���llllLJJI 14'T1I560 @16.00 3/4•SUBFLOOR 14' TJ1560 WOOD -1 FJ 1916 OC 0 IML tEAMf ® I EXISTING OD FAMILY ROOM EXISTING STAIRWELL EXISTING CRAWL SPACE SECTION B -B SCALE: 1/4" = 11 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL N CITIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS. THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CURI FI CATION BEFORE COMMMCING WORK CONTRACTOR SHALL VERI EY ALL GENEERALCONTMCrORTO COORDINATE MEETINGWITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL RE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURERSWARRMIN AND SHALL BE INSPECTED AND SHALL BE INSPECTED TOVLRIFYALLWORK�DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OT WORK TOUGH ELECTRICJLVMBMG, AND HVAC PRIORTOINSUUTING AND SHEETROCKING AND SHALL SECURE THEE o(O PRIOR TO RCCCIVING FINAL PAYMENT FROM OWNERS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK TOUGH ELECTRICJLVMBING, AND HVAC PRIORTOINSUUTING AND SHEETROCKING AND SI {ALL SECVRE THEE o(O PRIOR TO RCCCIVING FINAL MYMENi FROM OWNERS. REVISIONS U) z 0 W 1� w O s^ O VI z O 1� x a °0u •� o x � O r V 0 N U �vE 0 O N m H p v ,. 0 a >< D � 1 W U n � Gov �u3 Dr U) Uu SIT r O �Q .71 F Ux DRAWN Mil/MS SCALE 114'-V-0' J013 X September 19,2014 SHEET NUMBI R. A-7 1ST. FLOOR PLAN SCALE: 1/4" = 1L E�- PROJECT NORTH N ,(3)2XC ACQI (3)2Xt ACQ (3)2Xt ACQ ;(3)2Xt ACQ X r N` � 1 � 1 ' 1 1 � I '_Q(32 ,)X1 ACQ' : (3)2XlAC0 i i (3)2XRACQ ;(3)2Xt_ACQ� �-y� [o uwrtn xenm , a GCTO VERIFY EXISTING DECK STUCTURE AND , SUPPORTS FOP TIE-IN ALTERNATIVE RENEW WITH ARCHITECT AT TIME , OF CONSTRVCTION BECK STRUCTURE j / 1 I EXISTING J� R EXISTING ' DECK TRUCTURE� 1 v 1 1 I 1 I 0 I a a IC. PIER GRADE CABANA PERSPECTIVE VIEW NOT TO SCALE FOUNDATION PLAN SCALE: 1/4" = V E PROJECT NORTH PIER N MINTER TO PRIME AND MINT ALL DOOR EDGES TO MAINTAIN I II CONTRACTOR SHALL NON FY ARCH ITCCT OF ANY DISCREPANCIES BETWEEN THE DRAWN GS. THE SPECIFICATIONS, AND THE FIELD CONDITIONS. AN D SHALL REQUEST CLARI FICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'SWARRANTY AND SHALL BE INSPECTEDTOVERIFYALLWORK. I DIMENSIONS AND CONDITIONS AT 300 SITE. INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WTI I ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC PLUMBING. AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURETHE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS RBVIS IONS z 0 0 N � H x U q �y C/1 z a z Q H ^ U Q N t� �z x E� p U O � 3F F" z cti ND � 0 � � V N Fes] rn � o O w r o 5r°�N 0 £ u o w 3 s a U) H U� V U) F U � x DRAWN MII/MS SCALE 1/4•=1'-0• JOB# Scptcmbu 19, 2Oi4 SHLLT NUM15FR A -S NYS ENERGY COMPLIANCE NOTES Project REScI(>f+eck Software Version 4.5,0 Compliance, Crti ffi ate Energy Code: LDmtiorll: IConstruciforl Type: Prc ject Typ•c: d mate 2_ane: Permit Dates Permit Number. IConsixurdon Site: 201011ew-Tdrk Energy Cmserwatioln Suffiilk ICI mnty, new York Single-family Addition (hwwrfAgent: GIAYOUMIS HOUSE 7Ir0 TALL11100D LANE MATH-UCK, ?IY Designa rf Contractor_ Mart.Schwnrtz, Arclftxct P.O. Box 533 ICutchogue, NY -I 1335 G31-734-4105 ml'o±architectpoptonlinex.-et e' � . ':r- '( . I . �.,. L ,. B �i S. .1 , . ., ,;.'; ": S r,�:r� '.iI' • :;1; ' f ` :..: .. .,, ct e' -,;...';; . .j i �i' 0.`; ," ✓ •"^,' rI': YI' i^::1. ,s,. r.. i1;.; I:I ,,:,',tp. ,+ I..;+C.i •:� <':: Ca:rpllarre: IG. %Better-rfi2n,codr' MrdxlmvrnUA_ 357 YuLrrUA:335 "rllt �, �YWrcrw aaC Thr -B �afBl 6r7tr rtiticl� how ds+14a �mpGBrcF dpi }nu_11 is Erairl orl ,xrk �r3Mo1F rite. it aaE5 Nar prc WA ■1B ftG., aft BBF trRBTr2 u2t ore=mil.r:vr m ami imu-'evdl 7,v�-t. Envelope Assemblies Gro:a rAlrem Gant. Geeiirug !lL m61� Perimeter R-ifal�naire R_r LM fFa .. C1=Faclar Floorl,-AIIAVoodjoi.-tiTru-- OverLUncancitioredSpace 934 30.0 FOUNDATION 25 CeiringI-FTatCeiling or5cE; arTn» CRAWL SPACE: D-0 0.035 .42 WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE 510 13.0 0.0 0.1092 INSULATED TO THE SAME R -VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, 1'fndow 1:11Vaad Framv:Double Pane with Law -E' 97 WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. 24 1). INSULATE HEADER UNCONDITIONED BASEMENTS: 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R -VALUE. 3). SEAL BETWEEN WINDOW/DOORJAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANS(ON FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS 1N BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK101NT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH -EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: PLUMBING AND ELECTRICAL- SEALING BAND JOISTS DURING CONSTRUCTION: 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BAITS IN FLOOR JOISTS, ALONG CONTACT ("IC" RATED), AND MUST BE AIRTIGHT AS OUTLINED 1N ECCCNYS 502.1.3. EXTERIOR PERIMETER. AND FLUSH WITH SILL PLATE. INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. O SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS 1-I N STANDARD OF 2.0 CFM, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED- THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. SERVICE WATER HEATING: EXTERIOR OPENING HEADERS _y O U IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER z FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. O w MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION 15 SUFFICIENT FOR PIPES LESS THAN V I). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILER5. Cn IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. zzQw 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. a Cn TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. O U PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL - SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING VENTILATION AND AIR-CONDITIONING THVAC1 0 E EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: a� v rn F22 C; � o HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. tit P4 a HEAT LOSS CALCULATIONS MUST BE DONE 1N ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASHING. E v � A 3). SEAT SUBFLOOR JOISTS WITH ADHESIVE. En HVAC SYSTEM EFFICIENCIES: . SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE 4) THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. O ECCCNYS 503.2. NOTE THAT CODE MINIMUMS FOEFFICIENCY FOLLOW FEDERAL R Q r-1 MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE ULD HVAC CONTROLS: CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM DRAWN MII/MS CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. 1/1"-1'-D" JOB X (FOR HEATING) AND/OR 85 DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. September 19,2011 SHlshl NUMBER. HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE (OF AT 4)• PROVIDEE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY LEAST 5 DEGREES) WITHIM WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN 30 AND 60% RELATIVE DROPPED SOFFIT ON INTERIOR WALL - HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. TOP PLATES. ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR WALL: GRAVITY -DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1), SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. DUCT AND PIPE INSULATION 15 REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3 3. FLEX DUCT MUST HAVE R -VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). KNEE WALL SUPPORTING ROOF: DUCTS AND PIPES IN UNCONDITIONED ATTICS. GARAGES, BASEMENTS AND CRAWLSPACES 1), SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PASTTHE KNEE WALL INTERSECTION. R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR IN56a"bNATE' DUCT SEALING: DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) NOT ROUNDED OR SCALLOPED AT EDGES. MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. TAPES MELTING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: UL 181B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT CUT AROUND OBSTACLES: WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND TO SUCH MATERIAL 15 ALSO ACCEPTABLE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES: AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM 15 TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R -VALUES• THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT FACED OR UNFACED FIBERGLASS BAITS, AND RIGID FOAM INSULATION MUST BE AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY INSTALLED SO THATTHE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. IF THERE IS A GAS RANGE. VENTILATION: ACCESS OPENINGS: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R -VALUE AS THE SURROUNDING AREA. VENTILATION RATES. CATHEDRAL CEILINGS: KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE 2), PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. Project REScI(>f+eck Software Version 4.5,0 Compliance, Crti ffi ate Energy Code: LDmtiorll: IConstruciforl Type: Prc ject Typ•c: d mate 2_ane: Permit Dates Permit Number. IConsixurdon Site: 201011ew-Tdrk Energy Cmserwatioln Suffiilk ICI mnty, new York Single-family Addition (hwwrfAgent: GIAYOUMIS HOUSE 7Ir0 TALL11100D LANE MATH-UCK, ?IY Designa rf Contractor_ Mart.Schwnrtz, Arclftxct P.O. Box 533 ICutchogue, NY -I 1335 G31-734-4105 ml'o±architectpoptonlinex.-et e' � . ':r- '( . I . �.,. L ,. B �i S. .1 , . ., ,;.'; ": S r,�:r� '.iI' • :;1; ' f ` :..: .. .,, ct e' -,;...';; . .j i �i' 0.`; ," ✓ •"^,' rI': YI' i^::1. ,s,. r.. i1;.; I:I ,,:,',tp. ,+ I..;+C.i •:� <':: Ca:rpllarre: IG. %Better-rfi2n,codr' MrdxlmvrnUA_ 357 YuLrrUA:335 "rllt �, �YWrcrw aaC Thr -B �afBl 6r7tr rtiticl� how ds+14a �mpGBrcF dpi }nu_11 is Erairl orl ,xrk �r3Mo1F rite. it aaE5 Nar prc WA ■1B ftG., aft BBF trRBTr2 u2t ore=mil.r:vr m ami imu-'evdl 7,v�-t. Envelope Assemblies Gro:a rAlrem Gant. Geeiirug !lL m61� Perimeter R-ifal�naire R_r LM fFa .. C1=Faclar Floorl,-AIIAVoodjoi.-tiTru-- OverLUncancitioredSpace 934 30.0 0.0 ' '0.033 25 CeiringI-FTatCeiling or5cE; arTn» 1,131 30.0 D-0 0.035 .42 117a Tl 1: Woad Frame, 19' o.c, 510 13.0 0.0 0.1092 30 1'fndow 1:11Vaad Framv:Double Pane with Law -E' 97 0.300 24 {Door a: 01w;-, , 5O 0.320 15 Ulan 2: 44oad Fmme,1G" cf.r_ 1,524 13.0 0.0 0.092 . 2,102 VTndow 2: Wood Frarre.Double Pone with Cow -E 244 0_320 4f; 1'Tndovt 3: k1raad Frame:'Double Fane with Low -E 122 '0300 37 CompTianca Stetement The pprgpo;ed building design cirmuibed here is mre stent viith the bu7ding plwm, spedfiCffdbP1r,'and ather- 'ce1oulntions subnirtted wA the permit applisnfmn.The proposed building has been deigned to meet t1le 2019 ?Pew Yori-EiBergy IConservaticn CmtctmeScin Code rcgyt iremrntL in'REScheck- Verian 4.5:0 and to comply with the mandatory requ"rremenr- listed m the RE5check Inspection IChrW- jzt: Name - r e ignatJrc ate ProiectTltfe: Data filename: C:TLUsers%Draftirieg -StationIDucurnentSiRESchec1'LG1"KOUMIS-rck Report date: • 02I25114 Page.LOT PAINTER TO PRIME AND MINT ALL DOOR EDGCS TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS. TH E SPECIFICATIONS, AND THE FIELD CON DELI ONS, AND SHALL REQUEST CLARI FICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALLGENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENFRALCONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS LB MANUFACTURER'S WARRANTY AND SHALE INSPECTED TOVERIFYALLWORK I DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO T IF COMMENCEMENT OR CONTINUATION OF WORK I ROUGH ELECTRIC.PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS O 1-I N w H 0 _y O U z O w f•-1 H N Cn zzQw FO�--1 W a Cn O U O U cd 0 E a� v rn F22 C; � o tit P4 a E v � A 3 En UuU O Q r-1 � ULD DRAWN MII/MS SCALE 1/1"-1'-D" JOB X September 19,2011 SHlshl NUMBER. A-9 SIDEWALL WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY" WALL FLOOR USP NUMBER DESCRIPTION I APPLICATION Al L OPENINGS LSTA12 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST ADSS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS OVER RIDGE TO EACH RAFTE oil CONNECT TO 1 SIDE OF ALL COPIERS ON 118go. SLOPE HANGER APPLY HOLD POWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 2ND. ROSS ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH E FLOORS TO EACH OTHER W/ THREADED ROD. WALL STUD METAL STRAP RIM BOARD SILL PLATES) FOUNDATION STAFFING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH 'USP NUNI3ER DESCRIPTION APPLICATION ,INSTALL 4'0" 00 4" — B" LSTA24 1-1/4'x24•' 20ga STRAP AND JACK STUD: ON ALL OPENINGS INSTALL 4'0" O.0 8" — 14" LSTA30 1-1/4"x30" 18go STRAP AND JACK STUD` ON ALL OPENINGS INSTALL 4'0" GO 14" — 16" LSTA36 1-1/4"06" 18ga STRAP AND JACK STUDS ON ALL OPENINGS 2ND. I, 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACI, STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION Al L OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP INSTALL 4'0' 0 C 4" — 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS OVER RIDGE TO EACH RAFTE oil ON ALL OPENINGS 118go. SLOPE HANGER APPLY .HALL BOTTOM PLATE TO FOUNDATION INSTALL 4'0" O.C. 8" — 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS ON ALL OPENINGS STAFFING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH 'USP NUNI3ER DESCRIPTION APPLICATION ,INSTALL 4'0" 00 4" — B" LSTA24 1-1/4'x24•' 20ga STRAP AND JACK STUD: ON ALL OPENINGS INSTALL 4'0" O.0 8" — 14" LSTA30 1-1/4"x30" 18go STRAP AND JACK STUD` ON ALL OPENINGS INSTALL 4'0" GO 14" — 16" LSTA36 1-1/4"06" 18ga STRAP AND JACK STUDS ON ALL OPENINGS 2ND. I, 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACI, STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION Al L OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP INSTALL 4'0' 0 C 4" — 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS OVER RIDGE TO EACH RAFTE GTUD PLATE ANCHOR ON ALL OPENINGS 118go. SLOPE HANGER APPLY .HALL BOTTOM PLATE TO FOUNDATION INSTALL 4'0" O.C. 8" — 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS ON ALL OPENINGS TYR. CONC. FOUNDATION DAMPPROOF EXTERIOR EMIL POLY ON EXTERIOR KEYWAY DRAIN TILE s KING STUDS CRIPPLE SND HEADER JACK STUDS LOCATION USP NUMBER DESCRIPTIONAPPL OUICATI Al L OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD AIL OPENINGS RT3 OR RT71 TYDOWN ANCHOR IkPPLY TO EACH CRIPPLE STUD I CRICKET AT TOP—SIDE OF CHIMNEY WALL SHEATHING SIDEWALL FLASHING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL -- MAINTAIN GAP BETWEEN WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY KEEP ROOFING NAILS OUT OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES \ BASE FLASHING WRAPS CORNERS, / / \ EXTENDS UNDER SHINGLES AT SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN 4 INCHES SIDE WALL FLASHING METAL FLASHING AT ALL EAVES, SIDEWALLS, AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND PREVENT CAPILLARY ACTION CONE. SLAB A 6 MIL POLY 55 V GRANULAR FILL • V STEEL COLUMN ° A `• 3 CONE. SLAB •. C A A V• I COMPACT FILL V • A A A •° •• ° CONE, FTG. I REINFORCING BAR TYPICAL CONC. FOUNDATION APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING COINC. SLAB 6X6 10/10 WW.A COMPACT FILL MIN .( " *T A ` • REINFORCING BAR DRAIN TILE It ►I 12' CAL CONC MONOLITHIC FOUNDATION. REINFORCE WITH (2) ,y4 REINFORCING BARS MIN 3" STEEL COLUPN ANCHORED TO 24'x24"x12" DOING. FTG. P.T. PLATE ° c e 6X6 W W M. _ _ _ m _ -,- _ D . D A •. eR a nAn EINFORCING /'A , A, BAR THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) E1 REINFORCING BARS RAFTER RIDGE LOCATION USP NUMBER DESCRIPTION APPLICATION 4" — 6" RAFTER APPLICATION 10-3/4" x 1Pga. TYDOWN ANCHOR ROOF LSTA24 1-1/4"x24" 20ga. STRAP 4PPLY OVER RIDGE TO EACH RAFTE RAFTER TOP PLATE WALL STUD LOCATION USP 14UMBER DESCRIPTION APPLICATION 4" — 6" RAFTER RT10 10-3/4" x 1Pga. TYDOWN ANCHOR CONNECT TO EACH RAFTER 8" — 12 RAFTER RT20 :1-1/8" x 20go. TYDOWN ANCHOR CONNECT TO PLATE/WALL SPTH4 GTUD PLATE ANCHOR EACH RAFTER RAFTER TCP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH 72" OC CRAWL SPACF OR FOUNDATION PPLY RAFTER TO PLATE PLATE/WALL SPTH4 GTUD PLATE ANCHOR CONNECT OVER PLATES 118go. SLOPE HANGER APPLY .HALL BOTTOM PLATE TO FOUNDATION TO EACH STUD DBL SILL PLATE TERMITE SHIELD SILL GASKET w 7° 4 i V \•° v ANCHOR DOLT EMDEDMFNT x POURED CONCRETE 7" 4 BLOCK WALL' 15" ANCHOR BOLT CONNECTION ^ USE WITH 3.3 SQUARE WASHERS (USP LOPS58 OR SP583) ANCHOP BOLT CONNECTION FOUNDATION 5/8" DIA ANCHOR BOLT SUPPORTING MAXIMUH SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACF OR FOUNDATION PPLY TO SILL PLATE TO FOUNDATION 2 STORIES 36" OC CRAWL SPACE OR FOUNDATION 118go. SLOPE HANGER APPLY .HALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB -ON -GRADE •o �---,NOTCH BEAM FOR MUDSILL IF PEOU:RED -- MAXIMUM NOTCH EQUAIS 1/4 DEPTH OF BEAM I •• • SHEET METAI / 30# FELT UNDER BEAM AT POINT ^' OF CONTACT WITH CONCRETE OR CONE. BLOCK • 3• • SHIMS TO LEVEL BEAM 3' MINIMUM BEARING SURFACE FOR WOOD BEAM BEAM POCKET LEDGE RAFTER RAFTER SIZE USP NUMBERI DESCRIPTION APPUCATION 2x6 -2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ^ THROUGH—ROOF EXHAUST / \ VENTS SELECTED AND LOCATED BY CONTRACTOR VENTILATION CHANNEL AS REQUIRED RAFTERS MAINTAIN —\ VENTILATION ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH COPOSION— RESISTANT METAL MESH W1TIH MESH OPENINGS OF 1/4 INCA IN DIMENSION ROOF VENTILATION / SOFFITED CAVE DETAIL RAFTERS / PRE—MANUFACTURED RIDGE VENT FOLDS OVER RIDGE TO CONFORM TO SLOPE OF ROOF NEOPRENE GASKET ROOF JACK ROOFING LAPS FLASHING AT SIDES AND TOP FLASHING LAPS ROOFING AT DOTTOII BLOCKING 2x4 LEDGER 2.4 SOFFIT JOIST FASCIA GUTTER ONTIN SCREENED V=NT ONTIN. SOFFIT / EXT PLYWOOD SOFFITED EAVE RIDGE CAP OF SAME MATERIAL AS ROOFING NAILED TO SHEATHING THROUGH VENT KEEP SHEATHING MIN. 1 -1/2 - FROM PEAK TO ALLOW FREE AIR PASSAGE ROOF JACKS & VENTS DETAIL I DOOR FRAME GARAGE DOOR USE 2X8 FOR BLOC KOUT 4• SLAB W/ 6X6 WN1M \ I SLOPE < 1 - 4"DRIVEWAY 7 1 2" •• — • o• =u 6 •D o•..�'•. •• II—II • a n, a • o • II= GARAGE DOOR BLOCKOUT •4\ WALL SND BOTTOM PLATE BATHTUB DOUBLE JOIST BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JO -STS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS UNDER WALL FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PPOVIDE BLOCKING 024"OC WOOD JOIST B LOC KING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WAILS AND HEADERS WOOD JOIST GIRDER/HEADER WOOD JOIST AIL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2• HIGHER THAN I.M. HEADERS TO ALLOW FOR SHRINKAGE. & REDUCE BURP OUTS TYPICAL BEAM DETAIL STEEL / BOTTOM BEARING SUE FLOOR WOOD JOISTS 2x6 /2x8 CONTINUOUS WOOD PLATE BOLTED TO STEEL REAM WITH 1/2 " DIA BOLTS 0 48" o c STAG STEEL BEAM 4" x 1/4' x 8" STEEL TOP AND BOTTOM PLATE WITH 1/2" x 6" ANCHOR BOLT 1/2' GROUT 3" STEEL COLUMN ( 10 KIPS ) SUB FLOOR 3 JOIST STEEL BEAM NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) TO BE APPDX 1/2" OR HIGHER THAN STEEL BEAII TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) �SUBFLOOR GIST STEEL BEAM PLATE (BOLTED TO PAINTERTO FRIMEAND PAINTALL DOOR EDGESTO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THE SPECIFICATIONS. AND THE FIELD CONDITIONS, AND SHALL REQUEST CURIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALLVERIFYALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOSHEETROCR APPROVAL OFALL GENEKALCONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFARURER'S WARRANTY AND SHALL BE INSPERED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUVMENT AND MATERI ALS, AND REMEDY ALL DISCREMNCIES WITH ARCHITECT PRIOR TO THE COMM[NCEMEM OR CONTINUATION OF WORK I ROUGH ELTCTRIC, PLUMBING, AND HVAC lRIOR TO INSUUTING AND KING I AND SHALL SECURE THECofO PRIORTO RECEIVING FINAL PAYMENT FROM OWNERS RI VISIONS I� .'4. F C] O C:8 U zN O O H � �C),-H W a 1:10O U i -•I r H+ P. A� 0 o� C) Fe\A V V c .. ti2� E) � 3 a DI �o •P c o X � p, L "z u' o N n G G tn V 0 IY-TU,I O r^, Q N F F UUO x C Q !, DRAWN MH/MS SCALE 1/4"=I' 0' JOB# Sgtm.bcr 19, 2014 SHLLI NUMBI It A-10 JOIST DETAILS TIE rim Dist 2 MUX have l3/4'ml /o/X beadngrnl end, Web rtl!(eners B'dlametermaxamum hole required each for 17 7/111 20' aleep side at EiW blocking panels, V diameter maximum for locking Panels 9-12' deep or shorter than 12'long LDC nit cur manges Tins Joist dm board 4'-0' lenrrth of 3/4" reinforcement on one side at E2, both sides at E3 Plate mall -16d (3.7/21 box at 76' on center• °or panel nail - Id (2-12-) common a. 0 orecenter• • or 1414• Trus Joist dm board- oe nail -10d (3') box at G• Remove tonyre and groove an canter. from root panel edges phroensure u by 1' i Ricing to evince quality nailing YontKrrf/ond ronrfmcYlon code min/mum for OOO\.tNlh A3 only Jee itizaAS 3 lecr Ammer A3 A3.1 32 3. octet Gude for A31-A33/nrtalGnan eo9nfronr, eo' length of TJl Joist S- dumeter maxlnum hole reinforcement and for 11-7/9'-16'deep rllerblock Use V.,iing panels• 6' 4'-0' Ieagthwlth diameter maximum for 9-1/2' and ll -7/8" blocking panels 9-1/2' deep T)I Joists orshoderthan 12' long. not cut flanges. TNS JOlst rim board 1111 roch reI torrment /Saint. a hsr th gel R l2•) common nails at f" on - tearer. When 2x stud 11°•µ2a Face gain rclnfordng bolt Ei � �on-anter resp' horizontal E2 E3 Id5. trigger nails Se 3 l nail • ad E Floor/2') 2- Filler block Attach •In•or on center aRalRTomman with ten 70d (3') box 2- Joist rim 3' Mlk. clinched Use ten tots 011240 ll Mx oe nail -10d(3") 12' 16d (322') box nails hom min on center is u'J.124 t3 -V4-) ra each side wish 3-12' 3 r 4• r Webstffeners TJl joist range widths I"(31Rywnmon 1 required If sides of Use fifteen mils with Bartter block r hanger do not laterallyTll joid depths Install nght to top Two mN.n H2) ore 2aS' support at least 3/8' greater than lP' image (tight to at ,Mat 'a 2x1 2x1 o(TJI jolft top ramlleverFllk, bottom mange with xmh3/1 AH ban range rw me'^""'w face mount Ef) xO f0- angers). Attaxh µcarnal, Mashing Nilnte N.t.,ReaNeM,I( with call hill (31) Top 1 O'Nnr box cols. clinched rang[ Er 1.Mn5A'•,(Delal'Fl --1 when poulble hanger B®mmmsm®_---_mmmsj�rEPl____s W Q a Face mount 3y. C:, U acker block hanger 2K zxa 202 both sides U 1--1 of web with 2x stud 11°•µ2a wall at 16' Plate III .16d(3.12") �on-anter box at l2•omcmter as (24R7 Y•x l nail • ad E Floor/2') 2- co 6' -7Rp common •In•or on center aRalRTomman -7/4" TNS 2- Joist rim 3' board tots 011240 ll Mx oe nail -10d(3") 12' box at G" min on center Boundary Sea lin, ur -Ed(2.12') stall proper blod ins common at V to support all panel on,"ar," edges 3.4 efee Troy/o/X F wrl Pocket CaldNo, addlflanar/nr,a/!orf/on fpeclRcaf/our R' diameter maximum hole fol -117/1' -16 -deep blockingch 6' Pin diameter maximum /or blocking shorter Panels an9-1/2'd eep or shortertt cut ranges y'o not cut manges III C4 Not for use with 31/2 -Til Join flange 'dams Rearing plate with Inside lorbeam single TJI HI H2 joist H3 BEAM and COLUMN DETAILS BEARING FOR DOOR OR REAM TO SEAM BEARING AT WALL WINDOW HEADER CONNECTION Trusloktrimbmrd Strappercodelf or blocking for top plate Is not lateral rapport continuous over header Top flange anger Fora mount P... IV m Ill hanger Tlmber5tnndT LI LSLColumn O L3 Seecurrent Trus Joist I Ilter tureforframing connectors CONNECTION OF MULTIPLE PIECES OF REARING hT COLVMN TOP-LOADEDV BEAMS (1) 1 -3/4 -Width Pieces: Minimum of 3 rows 10d (3'. 0128') 112'. c. Verify Parallam KL or Minimum of 4 rows 10d (3' x 012 t') nNis at TlmrxrStmnd ISL 72' o o for Wind deeper beams SEAM ON COLUMN COLUMN BASE climen u tl old beam if using 12d (31/41 or larger nail(, the CAP W N number of all mg rows may be reduced rrrQQQ,,s baring length. Iry Wove J `� Stationers t 'ui '" r/jlllPllppIII1LYYYrrr)1�\l Thussnrst 3•I2'Wldth pieces literature Mlnimum of 2 rows 1/1'boits at 24' o c staggered m NNmu.M.r INmanh a««,«m te.m Wa'F pMHa,uv«ra,Y,ily Ye W.a Ynrti O Add/ficad rm./rile creature may all to w?h L6 pnPelaa ..fact/p/e-member beam, Rehrro correct PI P2 product //reritum FASTENING of FLOOR PANELS N.II She 11°•µ2a TJI 230. Bill ma 510 GIaMt ontennr swr's Kr ll Tm, Mire nm Yule I rr,ladeand La. 1• 1-1/2' I-IRVrwHer MIer.Wm LVL rnA.m rft as (24R7 Y•x 3-Vt' 2- r V •In•or 3/4' aRalRTomman 34/2 2- r W In 3' r tots 011240 ll Mx a• Y r el 1V s• is u'J.124 t3 -V4-) ra µIn- 3 r 4• r r e I"(31Rywnmon 1 4 Ir a"i W. Y r S ewmmeMN nnIIN Is @'Mtnm In fele eM P•r<eme, NaN MYMIn,Np Nunn(Ti'� ementrMari(irie•N LNNsr•a.ern4 rerrmmmtsM•m r'llew., mi,n N•innNIra'@.nts,h,.rN 14 ja naalN mey N rvYeIIUM rN N j11R'j mil, Yminlmlm rmNniNn NI' Inca tMTlljNslorlm Wrll e0ur,.N nLMmum OnCmM Sr4N par Raw ,.Nn(•1 rani I, pgalrt WNM I3/rolm ISm«nem FlkildwiaNpYlttlater 4' N'mtmler FILLER and BACKER BLOCK SIZES TJIFtwrUMM, 13/4-lhb+� r to Joist with one Ed 25/11• (2.12) common nail at Flashing II II 3in- Treated 2x 12" length of •In•or 3/4' Seebutener u•.r nR•.r 14•« 1r« E5, both sides Neo nen oe,It n.7M 1V s• Ir van• IV 21Y n m• u• 20• Finaral•,k• larr/m MaN«WM/,y Feiry .illmmmie5ulmalwwl,rrwn �• 2N2.IR' Tw. Two Two mN.n H2) ore 2aS' ,n�.h ,Mnn1n at ,Mat 'a 2x1 2x1 2x12 ramlleverFllk, 2xfi :.10 xmh3/1 AH ban 2,10 t IR'(Detail rw me'^""'w DO NO, Ef) xO f0- MYM1n( µcarnal, Mashing Nilnte N.t.,ReaNeM,I( 1 O'Nnr 401m( r-0'Nre Er 1.Mn5A'•,(Delal'Fl --1 ®mm®mt'id_____mm1R7lB7121_____ B®mmmsm®_---_mmmsj�rEPl____s W Q a 3y. C:, U VNet momm®rr.7mmlrmm_____mmrarram___mm 2K zxa 202 ar 142) U 1--1 m121m_____�R .�a,�.n r...,.x,,..va.«..«..n.w,W,...r..i,n..••. A,.-••'• J. r.«m«w«.. , W I.,..r+'Nn,,.rts »e,..,rlraa m•+raanrmn,...i.wn, rra7.•,r,h.,m Irrm..wo rim board _-Attain reln(orcerment to Jobt web with 3 rows 10d (3") common malls at 6' on -center, dlnched Use 2 rows with 9.12' and 11 71V T)I Joists BEARING AT CONCRETE WALL oonaete ELEVATED COLUMN BASE r4 P3ou nal 11 non-shnnk g out P3 INSTALLATION TIPS s.N.Ya•innewl'I In.nvena, Fe�.mana wt mry n•1 N rtrylma g9nnlnpn.naruNM rtnun Wa NMN FavlMl I•mlW..m INm.nrt rewelM1 N IM w.o (Y rlumNn(Y NVAC AeoIM.I NIrc N rmmz�r. a,ar Pee m r.n) epi 1 $nIIININR 11 -rat numuns ire'; amenY war«1s" -xiol Was UNmY 111" 12, Aasd",otM waliusseD n7wrm weYmmmml YIra ,uaii r«m.,n 1Ntsu«YI•YNr.nN, Load bearing or shear wall above (must atui over wall below) Blocking D1 D1 Well, di(fenen required each side at NEW and 32W R2 12 Tran Jost Attachirelnfshaereent Her, board to Joist with one Ed sheathingq� (2.12) common nail at Flashing II II ach comer Treated 2x 12" length of ledger 3/4' Seebutener ranforcement table below. Maintain on one side at 2' distance (minimum) from E5, both sides edge of ledger to fastener at E6 at 1/3 joist span Lanthem ES E6 s• EXTERIOR DECK ATTACHMENT NO LOAD REARING WALL ABOVE Structural exterior ee a. 61 sheathingq� BlockingPanelsret Flashing II II may ba required with Treated 2x shear walls above or ledger belowNee decal] 11 Seebutener Tha Joist table below. Maintain dm board 2' distance (minimum) from edge of ledger to fastener ttachment at 1/3 joist span Faster.AIIwUnYle WU Ret•ma RMrtmae (RLQ locations ming two 13/1'rlm bxN PeRlm- I soli 3/Y N(NI 400/130 1 NA/NA WhenrpedRedon the /iyoue. one ormom of p1 ethrcebndn/opflonrrhownl»uOilbe I 475/750 1 325/NA Ola-ri, u wJlr irN/rlw.iNrl F.eera•xe WMeC tie larr/m MaN«WM/,y Feiry .illmmmie5ulmalwwl,rrwn rfrl enm r Joist Framing Aleut Floor joist framing does not require bddliing or mid span blocking OO NO7Me/ear/Nn At aey-aMmrtNe/ea.r E2 / ff Enaa•eNn Fa .i mrrM untmtMwwN earn Nat a euvre, eanmle 2x4 minimum Nell Trus Join dm board to blocking with lameectlons equlenient to deckingschedule 80 INTERMEDIATE BEARING NO LOAD REARING WALL ABOVE Web stdfcnen ee a. 61 requ[red each side BlockingPanelsret 03W may ba required with I shear walls above or ,r\ belowNee decal] 11 B3 13 Attach reinforcement to joist with one Ed mon pall at (2-1/2) com each corner 11odJng panel between chjolft Nalltotop APF., with connections quiwleet to drci mg schedule 12' Imglh Of 3/4' reinforcement on one side at E7. both sides at Et eSt r1h., 5" Option MI e' Appyrubllaoradher/veto'// T.11crlblo6mgwithend ee a. 61 confaQ ru�<ef ds installedat 7/3 joint 1102 S n locatiom using 5/g• x 2.5/16' min 2.1/2" o Rd (2-12") 2 -IAV tGao box nails or 2x4 Ch1°� tFe+. 212'Srr +"T'•" typical 1102 Opti c#2 x_ strapping Installed ttachment at 1/3 joist span SImmc, locations ming two [u/1 2-1/2" fors per joot 03 I soli Plan dvMly applied ceiling 1=l WhenrpedRedon the /iyoue. one ormom of p1 ethrcebndn/opflonrrhownl»uOilbe W O nXar/M /w�n�of[�hr/1/gjN�f kallfronstabove rmedlate bearingad beadnR or shear Brenna pre N N II,µ NM WIk maawan or Msm HOLES W.VLE HOLFS This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. aNrklN OUse 2x4 minimum squash CS blocksto transfer load around TJI Joist Nail through 2x , wood bad er and TJI joist web with 2 rows tib Blocking 1[3� common nail( at 6- panel n-center•dinched Use p, 16d (3-12') naps with 3- 'TJIJcist 1 a :ewldths bazkera+`S e' Wel,Stiffener Size ee a. 61 F1 c+kdrtFN cin,41 1.3/4 5/g• x 2.5/16' min 2.1/2" WEB STIFFENER ATTACHMENT 2 -IAV Gap 2x4 17/8 -minimum +"T'•" 2-3/4' maximum Three Ed (2.12•) box hells, finched ttachment Three 16d (3.7/21 Rax half SImmc, at 3-12'rill flange widths [u/1 Web ih 7enerach I soli side See +lzes 1=l below DO NOr4n uwn 4maer TI htfit WYleb Stiffener Size W Wel,Stiffener Size I-12'I2'x25n6'mm -5A6'7/Px2.5/16'mm WARNING 1.3/4 5/g• x 2.5/16' min 2.1/2" P x 2.5nG' minimum 2 -IAV 3/4' x 2.5/16' min 3.12' 2x4 Warfel nr.n . r 1• a Yr¢N e Ntwem)oratror, mmill \les U ALLOWABLE HOLES - TJI Joists 43T I' •• a• WARNING 11"Ix, m«N Lnmo��s®mamma®Dora®®®mmm LrTJua enw.,em i +"T'•" w u xterior Deck Ilea. ttachment SImmc, [u/1 NelM1ln( DO NOr4n uwn 4maer /w�n�of[�hr/1/gjN�f larr/m MaN«WM/,y za oz S.wn 4anlwmaya5n a r Y lam aMe/MN/ r/on ALLOWABLE HOLES - TJI Joists 43T I' •• a• .0, 111110 Wr 11"Ix, m«N Lnmo��s®mamma®Dora®®®mmm LrTJua enw.,em ` +"T'•" w Ilea. b NOT [u/1 ❑z.0 O /w�n�of[�hr/1/gjN�f l or za oz r Y lam N'e,e"t ®® Table A - End Support rw me'^""'w DO NO, «f M/er M over /ever [mum distmee from edre of hole to inside face of nmre,t end cuoomd Die B - Intermediate or Cantilever Support So distant, from eche mfbnle en inelde herne of.... lma,madNb me eamllavarmannrt 43T I' •• a• .0, 111110 Wr z Lnmo��s®mamma®Dora®®®mmm ®EL'Ji29m67____m_F'�rrim@7ilri_l_____, ®® ____ --1 ®mm®mt'id_____mm1R7lB7121_____ B®mmmsm®_---_mmmsj�rEPl____s W Q a O C:, U l momm®rr.7mmlrmm_____mmrarram___mm z O O U 1--1 m121m_____�R 0mmmlE7m_____MM. rA p U Q msm____mmams,>ygrnm____ :are•� 0 t i mxmm___m_ O N1' u 0 ®mmmm127m____mmmmm®____ d ~ y� R' 1 Y O -6- u, y 15 �c GY p 5 , .oC i ®mmmmlmm____mmmen®®____ me 8 v N 3 00 G ED W ®mmmmrz7�7____mmmmm®____ U.111 V O N ^l NN • • Fr2�.rI Ux u mmmm®®m____mmm13!7117m___)Rt DRAWN MIt/MS SCALE 1N" -I'-0' JOB N Separable, 19,2014 ®©1mrYRmsmrarnr®rl®____w-xm2.7Meaemz711tM. NUNOLR A-11 ®®mmmmmlmm___ml¢s_1m1r71117m___ �lrammmsl7mm___mmmms72s771aa___, U.Ia____' �mmmE37lL46L7____mmm �mmiA�JmF1'Jmtll___mmm®®m®___' .. mL2a____I B®mm mmm®mmmm___mmmmmmm___ _I ®mmRdmRJ«7R1N___Q•7R•'J�A�3.91®6Z7R�7___�,., 0mmmmmm®___mmm®m®m__�, eeom®0mmmmoeomm®m_�E SEEM. BE=_ mmmmmm®____mmmmm®mmmmmR'JmII.7�___m�©ii9il%I>il�®___ © aaom®®®mmmmmmm®®®mmm m�lr•9mmR•911110i17®___mmmm®®®___ ®mmm117rrZ7m____meam®®Rd7____ Die B - Intermediate or Cantilever Support So distant, from eche mfbnle en inelde herne of.... lma,madNb me eamllavarmannrt ease i mrd Y"Iw'N.enlulFy aryuhen wuM1ln eM1eneL lean N •fw<Y (mlNmuml N rq ma Yon•m NNIe xnaekeas rte LYNN In era al aMnnmelely Q'«�en1M ihNN rnl al'al Mle ForsImre'"I+Mn(5'mFlmiter) NmdyNNd7alN mMln(IM rtenlnmeMl ••omni Tun Jc'nrMuN Nlaei vrie meMmum sin mina hNe mrd! INYM al lase NnttrN IM1<INtt mm rrm+NM d •tFer Mln auv In IMJ•Irc We...Na M,N m Me mezim,m u,INms NW sM1wn In cunml T,us I Ut nNurr (Nfe, Mr •Mer Ixf uMllmr •r Mie unfipnrl«, mritM YEN Tru, Mn mrrtemrern e LLOWABLE HOLES - Beams and Headers /J 2r Mmeb NMa NrrM MN (mFimvm) e 43 4pM1 O Q Mw" n e I/]aeplh CNae"revO!"e'teeWy /n fN ttnrcr./bum In ,ran Ane..rdleal . to aee ROUND HOLE CHART fn unlfamlY Netsµ Nam, cost,• RN.nrybr nNm an r« al ora No n.an m mmlwm s.. n ,n,awn L, A�,.w. n.. an N• Mln In teWen Y Naini N rbnk mlemaxm rAmomry M++Yum R°IAn Ibr sin 43T I' •• a• • ••• z Lnmo��s®mamma®Dora®®®mmm ®EL'Ji29m67____m_F'�rrim@7ilri_l_____, ®® ____ --1 ®mm®mt'id_____mm1R7lB7121_____ W W Q a O C:, U l F z O O U 1--1 m121m_____�R Q� rA p U Q � Q msx7mmm�_____sa7mmrm1lnm____ 0 t i O N1' u 0 D X d ~ y� R' 1 Y O -6- u, y 15 �c GY p 5 , .oC i sa n U C, me 8 v N 3 00 G ED W U.111 V O N ^l NN • • Fr2�.rI Ux u DRAWN MIt/MS SCALE 1N" -I'-0' JOB N Separable, 19,2014 ®©1mrYRmsmrarnr®rl®____w-xm2.7Meaemz711tM. NUNOLR A-11 U.Ia____' �mmmE37lL46L7____mmm .. mL2a____I B®mm _I ®mmRdmRJ«7R1N___Q•7R•'J�A�3.91®6Z7R�7___�,., 0mmmmmm®___mmm®m®m__�, aaom®®®mmmmmmm®®®mmm ®mmm117rrZ7m____meam®®Rd7____ �!®mlz'7mmmcv7m®___mmm®mRzam___ oltllmsr.�mmn�____mm1®mE1T1Fa7____ 0mmmmmmm___mmmm®®m___ ease i mrd Y"Iw'N.enlulFy aryuhen wuM1ln eM1eneL lean N •fw<Y (mlNmuml N rq ma Yon•m NNIe xnaekeas rte LYNN In era al aMnnmelely Q'«�en1M ihNN rnl al'al Mle ForsImre'"I+Mn(5'mFlmiter) NmdyNNd7alN mMln(IM rtenlnmeMl ••omni Tun Jc'nrMuN Nlaei vrie meMmum sin mina hNe mrd! INYM al lase NnttrN IM1<INtt mm rrm+NM d •tFer Mln auv In IMJ•Irc We...Na M,N m Me mezim,m u,INms NW sM1wn In cunml T,us I Ut nNurr (Nfe, Mr •Mer Ixf uMllmr •r Mie unfipnrl«, mritM YEN Tru, Mn mrrtemrern e LLOWABLE HOLES - Beams and Headers /J 2r Mmeb NMa NrrM MN (mFimvm) e 43 4pM1 O Q Mw" n e I/]aeplh CNae"revO!"e'teeWy /n fN ttnrcr./bum In ,ran Ane..rdleal . to aee ROUND HOLE CHART fn unlfamlY Netsµ Nam, cost,• RN.nrybr nNm an r« al ora No n.an m mmlwm s.. n ,n,awn L, A�,.w. n.. an N• Mln In teWen Y Naini N rbnk mlemaxm rAmomry M++Yum R°IAn Ibr sin 43T I' a/4• nn m2o- z TJI JOIST ATTACHMENT at BEARING TJI Joist to gearing Plate Squash Blocks to TIE Joist (Load Tm'Jwndm Nar4 H-dyII�AIItk'y Iaearingwdl'le... ase tnd�3)Mv lunar M1 III our u t21rz0 Mx aril enh ,IY Drlrenrllr t m aNlut Incl l IR'Mm ma. 13N'mMlmumarri 31n N M41Urr•rt.31 •2 mFlmumNl lr ^ermMele firer InnA.T- CInnNY•nr eyuM/ml H rfwrMve/mf/�K+d'Mu/e urea tc TJl JOIst Tmr 1•In rim YYN •r CPS3,W1 re lrtOnNaa (3]Nx=raITaere laanjeacT•earrellvlShlT11RaxPrD7YNrmlh.•neNM I•.all he tlaaNT111aI,tFlaNenor Nz ntll heated, 3 ie colli TIItlm 1N,t TN Nm REAM ATTACHMENT at BEARING Tvr JNn nm ReN Ocie ton (37 Mr N•is_ t 1a mm m,m ham eM oeoe n.n, al nn xervmxaran n/erN/.NrJ •rrr«n«r Aacs« an(IeN minaµ:. urY a-mmrm�m r.M.,elnrcmeaueanML S, in(Nrl.0 /ml WARNING ,f )olds are unnabie until ►tared laterally gaNn,r /nduder. -'IM"r -.11,, .11 DO NOTd/ow I+rorkm ro wdk on . . states DO NOTXark budd/nr mafetldr /a1Xr on unrhOthed/oN, Slick only until breed averbeomr or wi/U IN/URYMAYRfSULL WARNING NOTES Lack of concern for proper bracing during construction On result In serious accidents. Under following guidelines am oiaserved. aceldents will be avoided. I A:14«InL Nnrm tlm M. 4 Mrl n Nm tllNm' ena,4.11rx T11 Mm mm oreex"-�.lrrly Fe.M,rarn[NY hNe Shr.Nm.'MnFr..an.ea.iiawrYm Minq Ya,mnNY.aYMNm.m.N...'sae nM ql Ji.1 ry.r.rvarv.r pm.mr• YJ IurlmrN pneM a IIF nasi 4 rMc.......... NNee W a rtlMa^Y[ am Nl.r IMM gym) mmy MF+Its r M, r• ma vM«ar.eM.rt. e. F nvr ] n+H e.min n Wllwn m. ". YZYMa �ae.m•'•nn...Yrn'Nr^i•Nvw."amen, rvnN1.w-4awne,e .. Fr•r mr.irtsaw.r 4 srw.nNm.m Nanaum„r+a.«nTalnn sr-n.1YIm.' Iwi..n N p.N.,n, nm« s w,N.,n,snr„Im�Femm mNam Nrm,rYMYm•m n.,an 1nr.n."mmon insµ m..mwmn. W. .«I:•rR nim.: ,Ir. -I PAINTERTO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS. THE SPECIFICATIONS. AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALLVERIFYALL -ENERALCONT ACTORTO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONT MC TOR SHALL RE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANN AND SHALL BE INSPECTED TO VERIFY ALL WORK I DIMENSIONS AND CONDR10N5 AT BOR SITE. iNCWDING BUILDING AND SRE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS. AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK I ROUGH EIFCTRIC,PLUMBING. AND HVARRIOR TO INSVLATNG AND SHCCTROCKING I ANDSHALL SECURE THEC ofO PRIOR TO RECEIVING nNAL PAYMENT FROM OWNERS REV[ IONS --1 9 W W Q a O C:, U l F z O O U 1--1 Q� rA p U Q � Q 1- 4 0 t i O N1' u 0 D X d ~ y� R' 1 Y O -6- u, y 15 �c GY p 5 , .oC i sa n U C, me 8 v N 3 00 G ED W U.111 V O N ^l NN • • Fr2�.rI Ux u DRAWN MIt/MS SCALE 1N" -I'-0' JOB N Separable, 19,2014 SHEET NUNOLR A-11 GENERAL NOTES CONSTRUCTION NOTES: 1). The Information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid , not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor Is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if In variance with the plan. 3). Dimensions shalt take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or Implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in Items such as bookcases, shelving, pantry, closets, trims, etc. 8). Wind load requirements shall be taken into account du -Ing construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occurring In exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with S5 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.t.. Concrete to be poured on 4Inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 Inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast Iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as required by current N.Y.S. Residential Construction Code. A 6 -mit polyethylene film shalt be applied over the below grade portion of exterior walls prior to backfilling. 8). Drainage as required by current N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of current SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be B2 + BTR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4) Unless otherwise noted, all bearing wall headers to be (2) 2x10 N2 + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'i and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub Floors to have ceramic tile Installed shall be verified for proper load capacity unless noted on plans. 7). Provide 2 -1.3/4" thick microlams ( height to match floor joists) around stairwell and/o other access openings unless otherwise noted (typical). 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floorjolsts at 8'0 o.c.. Use solid blocking in floor Joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor Joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 7/2" thick moisture -resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4.12 shall be Installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be Installed with a foam sill gasket and cop-r-tex termite shield or approved equal. WIND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie Is used In leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. 2), RAFTER -TO -WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall In line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member In the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 Inches In concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing Is to be spaced and sized In accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all comers. 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior attached with Ed common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o c. at panel edges and 10" o.c. in the field shall be In accordance with the length requirements specified in table 3.15a -b. 6). TYPE It EXTERIOR SHEARWALL CONNECTIONS: Type 11 exterior shearwalis shall meet the requirements of table 3.15a -b times the appropriate length adjustment factors in table 3.16 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be Increased when Interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or Slope connectors shall be attached to each rafter -to -ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be 81 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2) Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored Into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3) Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x Be long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck Joists to have blocking at 8'0 o.c.. 5). A minimum of 10 inch flashing shall be Installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). Covered Roofs shall be assembled and anchored the same manner as a PLUMBING NOTES 1). All water supply, drainage and venting to be Installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If will studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current N.Y.S. Residential Construction Code. NAILING SCHEDULE �® ROOF FRAMING: JOINT DESCRIPTION QTY NAIL NOTES QTY. QTY. SPACING SPACING 8d RAFTER TO 8' WALL: 3-8d COMMON EACH FACE NAIL TOP PLATE 10' WALL- 4-8d COMMON RAFTER TOE -NAIL CEILING JOIST 8' WALL: 3-8d COMMONEACH JOINTS FACE TO TOP PLATE 10' WALL• 4-8d COMMON JOIST TOE -NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLARTIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING _ Bd COMMON EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD 3 - I6d COMMON EACH END TO RAFTER 2 . 76d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION QTY NAIL NOTES QTY. QTY. SPACING SPACING 8d TOP PLATE TO WALLBOARD PER FACE NAIL TOP PLATE 2 -76d COMMON FOOT SEE NOTE: 1 TOP PLATES AT 6" O.G. FIELD JOINTS FACE INTERSECTIONS 4 - I6d COMMO EA. SIDE NAIL STUD TO FRAMING ELEMENTS 24" FACE STUD 2 -16d COMMON O.C. NAIL HEADER TO 40 16" O.C. FACE HEADER I6d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 - I6d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMO PER 2x6 STUD NAIL BOTTOM PLATE TO: _ Bd COMMON PER TOE FLOOR JaST, BAND JOIST, 2 -16d COMMO PER FACE NAIL END JOIST OR BLOCKING 3 - I6d COMMON FOOT SEE NOTE: 1,2 FLOOR FRAMING - JOINT DESCRIPTION aN NAIL NOTES QTY. QTY. SPACING SPACING 8d JOIST TO: WALLBOARD PER TOE SILL, TOP PLATE OR GIRDER 4 - Sd COMMON JOIST NAIL BRIDGING 6" O.G. FIELD EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING FRAMING ELEMENTS EACH TOE TO J015T 2 - Bd COMMON END NAIL BLOCKING TO: 40 EACH TOE SILL OR TOP PLATE 3 •I6d COMMON BLOCK NAIL LEDGER STRIP ROOF (GROUND SNOW LOAD) EACH FACE TO BEAM 3 •I6d COMMON JOIST NAIL JOIST ON LEDGER3 _ Bd COMMON PER TOE TO BEAM STAIRS JOIST NAIL BAND JOIST 3 - I6d COMMON PER END TO JOIST LOAD PATH JOIST NAIL BAND JOIST TO: 2 -16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT SEEN OTE: i A HINGE JOINT DESCRIPTION NAIL NAIL QTY. QTY. SPACING STRUCTURAL PANEL 8d AS PER TABLE 3.8 WALLBOARD SNOW WFCM -SBC CEILING SHEATHING: WEATHERING JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING GYPSUMSd COOLERS 7" O.C. EDGE WALLBOARD SNOW 10" O,C . FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING STRUCTURAL Bd COMMON AS PER TABLE 3.9 PANELS SNOW WFCM - SBC 7/16' OSB WEATHERING 3" O.C. EDGE PLYWOOD 6d COMMON 6" O.G. FIELD GYPSUM FLOOD 7" O C. EDGE WALLBOARD 5d COOLERS 10" O.0 . FIELD FI onii CHFATHiNr, JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING STRUCTURAL PANELS Ed COMt 6" O C. EDGE t. OR LESS SNOW 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing Is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tot - 76d nail per foot. NYSCODE:2010ED1T10N WIND PLAN CONTENTS: NOTES FROST OCCUPANCY CLASSIFICATION R3 RESIDENTIAL WINTER BUILDING USE RESIDENTIALDWELLINO SNOW BUILDING HEIGHT (SEE PI -A,15) WEATHERING TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) DECAY DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND FLOOD LOAD CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL CATEGORY SEE NOTES: 1,3 DEPTH FRAMING ELEMENTS AS PER FLOOR PLANS. CROSS SECTION AND GENERAL NOTES TEMP. REQUIRED EXT. BALCONIES 60 120 DECKS 40 3 F.E. ATTICS w/o STORAGE 10 it ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) TO HEAVY MODERATE ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY (DESIGNED FOR CAT. C w J LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.: FIRE PROTECTION SMOKE & CO2 DETECTORS)SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD 8d COMMON @ 6" O.0 SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY SEE NOTES: 1,3 DEPTH TEMP. REQUIRED HAZARDS 20 LBS. 120 B SEVERE 3 F.E. MODERATE SLIGHTTO it NONE - TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WiND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 Sd COMMON @ 5" O.C. SEE NOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" O.0 Bd COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE 8d COMMON @ 6" O C 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 Inch o.c. nail spacing assumes sheathing attached to rafter/ truss framing members with G>0.49. For framing members with <0.42<6<0.49, the nail spacing shall be reduced to 6 Inches o c. 3). Tabulated 4Inch D.C. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE 8d COMMON @ 6" O C 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1) For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 Inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000` CAPACITY. 1) PROVIDES/P TYPE -X SHEETROCK FIRE STOPPING AT 10ft MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS 2) USE 5IMPSON HANGERS AND ANCHORS WITH Z MAX TRIPPLE PROTECTIVE COATING FOP CONTACT V'ITH ACQ 3) INSTALLI - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. as required by orrrent NYS Residential Code- FIREILOCKING REQUIRED rheblocking shall k provided to at off all concealed draft openings (both ver0w' and horlac tall and to form an effective fire barrier between stories, and betwem • top story and the roof space. FmHocking shall Be Provided in wood frame construction In the following locations. q In concealed spaces of stud walls and partition:, Including furred spaces, at themlmg and floor levels Concealed hodeontal furred spaces shall also Be areblacked at Intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as firer lod Ingm walls constructed using Parallel rows of stWs or staggered studs 2) At all lnterwrinectlom between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove c illmi 3) In concealed spares between start still at the top and bottom of the run Endosed spaces under stars shall comply with current N Y 5 Residential Code. 4) At openingsaroond vents, pipes and ducts at tering and floor level, to resin the free passage of flame and prod acts of combmh on 5) For the Rrebind ing of chimneys and fireplace, as required by cument NY S Kesidmtlal Code MINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAINCONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS. THE SPECIFICATIONS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENEMLCONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK I DIMENSIONS AND CONDITIONS AT JOB snE, INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY Or EQUIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT 09 CONTINUATION OF WORK_ I ROUGH ELECTRIC.PLUMBING. AND HVAC PRIOR TO INSULATING AND SHEETIIOCKING I AND 51ALL SECURE THE Co10 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS RI VRIUNS GO Z O_ w (S� O Z O �yy U U �5 in ti Z o O U Q QJ xj a z O U 3�D r -a a r 0 pct V 0 a. eco 00 ^Fti O u o p; lc p N_ 5 .°c a E o to U a n n a Q V O 0 Eassall F UV N x DFLAWN MHIMS SCALE 114"=7'-0" JOB a September 19, 2014 SHECTNUMDER A-12