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HomeMy WebLinkAbout38571-Z 0 QV~pISPS a T W ~ 66 Oryp cPj 'S'j ! ~ ARCHITECT .S~ REVISIONS D E S C R I P T I O N 2 12 10 10- B'-0" DORMER PLATE HEIGHT 'LATE HEIGHT _ 7' J TO WINDOWS NINDOWS ~ m i T, C,. SECOND F.OOR - - - - - - - - - - - - J F.OOR - HEIGHT Mill illillildilill 1 111111111 GARAGE PLT. HT. I~~II ~I - 10'-0" PLATE HEIGHT 11 LJ ? - - e'-n" To wIN aws VIN OwS 1. I- W N r If TO. FlRST FL OR _r. FL OR Y T.O. FOUNDATION FAL - ~W o~ W Q Io V/ - 1 1 F R 0 N T E L E V A T 1 0 N 1 SCALE: 1/4' = 1'-0" o W Ld z ~ C o Q Q~ RIDGE VENT 12 ~x 12 RIDGE VENT W 03 C ~Q i JI 9'_0" PLATE HEIGHT ]'-O" T.O. WINDOWS .r ® - ® - El T.G, sEGOND FLOOR 10'-D" PLATE HEIGHT - - - Charles M. Thomas 6'-G" T.0_ WINDOWS . ® III T.O.WIN OWS a r c h i t e c t ® 7•-0•' T.O. WIN OWS PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT O R 11 Ll SHOW E T.O. FIRST FLOOR T.O. FIRST Fl t0 R FIRST FL OR ELEVATIONS E R E A R E L E V A T I O N ii lr~ l DA¢' 10101113 2 SCALE: 1/4" = 1'-0" III PROJECT rvo rf I DRAWING RT F SOLIS II III f I CHN RY. TWO N. II II II II ~ ff III ~A-001-00 1Cre THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. RE VERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TPLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECEVISUAL CONTACT WITEI TI CM SHALL CONSTITUTE PRIMA CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS, ~pS Q h N O db ONp MT DI 4 ARCHITECT 63'-0" 22'-B` 22'-W` 22'-2'• 5'-6" 12'10" REVISIONS D E S C R I P T I O N 17,_5, 2'-1" 4,-6" 12,_9" 17'_5" 21'-ID" 6 3-12" M HDR 3-1z•' ML HDR ? ? BLUESTONE PATIO S E E U E T A I L O i 6 n U T ~ S C R E E N E D P O o DIA, STEEL COL. b® R C o S EAT v TO FOUNDATION BELOW WOOD BUR MASONRY FIREE'L LACE POURED CON RETE STEPS TO CE AR REPS 242 2442 2442 K 2"x12'• HE ? -6 SEA o~ o I ~ w e ~H K I T G -I E N LmE ore Faare AovE 6-9 ~n 3 e m 43 125 CFM E%HADSi a 9 P ] L I o -2"v 2" HDR FAN TO EXTERIOR 20510 m 1 060 2051 D ? D N ON - - - - 3-12' ML HER iv CLOSET 6'-2" N" m ~m m U m ^'1 w_ 12-6 I I in 6._B. rv w ti N 9 o ~ smouE r F = "rw DETEDTOR la 4'-0' ~ I w _ MV m L A U N D RY ©-MONOpO ~n O o 0 0 R .1 Y I DETECTOR n w .N 05 .-ocrecroR ~ L; PANTRY O ° ED 0 n - 3070 ]-b - - II ~nm yo~0 tie~~ I D I N I N G f F 5" DIA STEEL COL. Ju V/ A TO FO TING BELOW - 0`oETECTOR 3'-6" a' D'_- ©--uaeazlo[ W ID X 4 STEEL BEA - o 0 CI DETOET.R 5" DIA. STEEL COL. ~i TO FOUNDATION BELOW O 10 0 W I O _ q III ° III n M Z rv " L L 0 S E i " " III O~DEIECiOP DO ° N m O ~ rc lI I Nw W N N I sip ry~0 ry60 ]_2" I 22-_6" ~ 2 CAR III L I V I N G G A F G A R A G ] 5. w 23'-6" R 00 M =L4 iHR, L iHR• RATED rc III n v 5/8" TYPE 5/8" TYPE X SHEETR CK VBURNING MASONRY R E WOOD WALLS CEILING D ED STUDY/BEDROOM n g WALLS ^I W a e IJ LL g 0-oETECTOR q® F 0 Y E R ~ " M~ f r m II o~ in 0 ,y00 24'-2" w 12'-0" 6" 2' 6 r w pia m m N 3-12' ML HOR 3-12" M\ OR N ]-2"x14° HOfl e 30510 30 10 30510 - - - o - = - 22,_D" 30510 30510 EGRESS EGR S$ EGRESS O a 22'_0" EGRESS EGRESS i1 ° a-z".iz" reore e 3-2"x12' HOR ° pSimpeon Strang-Tie d 3 2 3032 HOU (CORNER HOLD DOWN) 6 6 / 1 Charles M. Thomas fi 9d" 72_117. 12_~, 3. ,_3a. 5'-0" 8 3 a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 23'-0" 23'_0" 40,_0' yy PROJECr Simpson Strong-Tie 63'-0" HDU CORNER BRACING DETAIL ~F I R S T F L 0 0 R P L A NI R S T F L 0 0 R P L A N SCALE' 1/4" = 1'-0" P L A N BAT: 10/01/13 PROJECT No. DRAWING BY. F.50115 CHK BY. Bwc No W-002-00 OF 6 RE PREPARED. REUSE, REPROOUC110N OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSPTUTE PRIMA F ONSTINTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SIFE FOR WHICH THEY WERE PREPARED. RED'. h~ a~PS MT w y y yb ~N ~~/~y~ P'(~' ARCHITECT REVISIO DESCRIP T ION I I I D2 ' I I p l B I 36 I HIGH RAIL PER ER Hys CODE BALCONY SINGLE RO R IG =N OVER 45NOFFELT ROOF RAFTERS OR 3/4" OCO%I~PILYW000 "a ISHEniHPITCH2 ROOF FROM RESIOENC[ a"O, C. 40'-1 8'_10" 13,_4" p._6.. 4'_4" 6'_6.. 6•_6.. 7'-11 3052 3052 EGRESS EGRESS e - - - - - - R- e12" HER U 2 N N 12-7 ~yz yO 2852 D61 2852 N EGRESS FW 6rv EGRESS 6 P N V 2"%1 D" CIFC. JOIST 1-2%1 V' HER J w ®16" OC. R-38 INSUL. AAA t4_10^ N N - N 2432 2"X10" CLG. JOIST -g F R O O M Y ®18 OC. R-38 INSUL. - m SMOME O ~DEIELT°9 W III B A T H M A S E 125 CFM EMHARST 2 - FAN TO EXTERIOR 6J~ B E D R O O M ° g)-S. ME N oE crow U I I 6'-5" 10,_8 oZ 0 m ~ - - - - I rY0 16,-C.. II I rv - C L O S E T HER O ~O ON W w dp ryb ry6 11 R N ~a 0 I I 'D N ry0 'I N N 4i n a J n Y I ~ M 0 UJ\ N F ~ J o~ ~ ~ n III o= B E D R 0 0 M 9 p 5'-47 " do^°4" a 58" m SMC6E m v s'_2" l 6'-6" O Q i I'I Os -DETECTOR o ° M A T E R" N f CLOSET N n W I~ w BATH m LL 00 C- a 0- N ` - - y1~ 125 CFM EXHAUST o j(c ® ° ti FAN TO EXTERIOR ® SHOWER o, Q I~ SQ-oescroR ~ p\ ? m I I 12'-0" `i CLOSET a`0 LL 5'-5'-2" KNEE WALL oEremaa %10" a-z"mY noR CLG. JOIST LL W n R-38 INSUL. 8'-11 FC W50 8' 11k" I 2"X10" I'D .0 ° CLG. JOIST j o Ii= ETRC I ®i6"O. C. io I. 'o R-36 IN~UL. N a-2"a z" noR 'v n-z".IY i oR JI _ - JJ 3046 3046 3016 3048 -I EGRESS EOftE55 EGRESS EGRESS M I( 6 4'-D „ 4'-0" 4'4'-"' 2 ^ 3'-3B° 1]'-1156. B-0 3'-38 6 40'-6" SEC0N D FLOOR PLAN SCALE: 1/4" = 1'-0" Charles M. Thomas a r c h i t e c t PO BOX 877 JAMESPORL NY 11947 (631) 727-7993 PRWECr P L A N S oArc10/01/13 PR.IEC7 N~ DRAWING DY, FSOUS CHK BY DWG NQ ?A-003 00 OF ITUTE PRIMA FACIE ENDENCE OF ACCEPTANCE OF THESE RESTRICTICNS REPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT, VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL. SITE FOR WHICH THEY WERE PREPARED. REUSE, R o~ W y O T W u~ b oN RIOGE VENT ARCHITECT 12 S~ ~12 12 REVISION E S C R I P T 1 O N 87 9'-0" PLATE HEIGHT PLATE HEIGHT 8'-0' DORMER PLATE HI 14'-0" [1ST FLOOR 7'-0"TO. ww00ws To. wlNOOws T-a" T.0 wlNoows DORMER PLATE HEIGHT 12 IT -a" 70 WINIDO s ~12 BLUE STONE PATIO .o .o i i i b r.o, s coN- CON 4p o ~ -~hXR# & FILLED o TO. SECOND F OOR 1. SECOND F OOR ~ II o C E L L A R . ® o GARAGE PLT. HT RACE PLT. HT ? C o i U T D D ° R W U FF I0 0~ - a oZ BLUESTONE PATIO DETAIL TO FOUNDATION wr FGGnpATCN wAL W W SCALE: N,T.S, 7L 5/4"z4" WINDOW k DOOR SURROUNDS Q L E F T S I D E E L E V A T 1 0 N ~4J SCALE; 1/4" = 1"-0" U) 0 W a- X N0Q L.L w CL 12Dri~ z CANTILEVER STRIP 3/4" PLYWOOD & RUBBER ROOFING 7/ 'Q a RIP 2x4 0 1/4" PER FOOT JI EXTERIOR R PROOF DECK 2ND. L~ FLOOR 9'-0" PLATE HEIGHT 2"x10" ACS DECK FRAMING C" T.0 WNDOW - - 3/4• PLVwoaG III)~II (3)-2"x12" GIN ~(3)-2k12' GIRDER S RR E E NN F I R 5 T O R C F L 0 0 R T.O. SECOND FL00 Charles M. Thomas 10'-0" PLATE HEIG T a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 0" T0. WINDOW 3 L PROJECT 2"X10" ACQ JOISTS 2"X10" ACQ LEDGER i f ;LL I 3-2"X10" ACQ GIRDER b a T.O. FIRS FLOOR 12"0 SOND7UBE FOOTING MIN. 36" BELOW GRADE ELEVATIONS & DETAILS 10"x20" P.C. FOOTING 0 (MUST BE VIRGIN SOIL) DAM 10/01/13 PROJECT Ro. r DRnWING BY F.SOLIS R I G H T S I D E E L E V A T 1 0 N N SCREEN PORCH/BALCONY DETAIL CHK BY .TAIL DWG P.. SCALE: 1/4° = 1'-0" ~SCALE' N.T.S. DA-004-00 OF 9 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED REE tE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA F ONSTITNTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTION! 0 0 y T oN ~ b P~ ARCHITECT 63'-0" 22'-6" 22'_2„ 5'-6" 12'-10" REVIS10 E) E 5 C R I P T 10N S'-6" 21'-10'• 8" POURED CONCRETE FOUNDATION WALL ON 8"X16" POURED CONCRETE FOOTING CONC. NUMBER CONC. STEPS TO GRADE + - - - - - NUMBER OF STEPS TO BE IRDER DE1 DE ERMINED ON SITE ! mY - J (3) 2X12 AC G L - J L J 4" POURED CONCRETE SLAB lay II OVER 6 MIL. POLYETHLENE / I -y i VAPOR BARRIER ON WELL - COMPACTED POROUS FILL I 6 % L !:I I, 8" POURED CONCRETE FOUNDATION - - WALL ON 84X16" POURED CONCRETE FOOTING l L3 CONC. STEPS TO CELLAR j A. COLUMN FROM ABOVE ~ 0 ° ,0 NUMBER OF STEPS5,~ TO BE i i / 1 4 io in " ut - DETERMINED ON SItE - 9 00 GAIN I 9'-OB 9 UP 11 A V_q. 6 /Z i - /i 15 II ogoF 5F - - 2"X10"AC LEDGER - W - - - hM~~~ ~I rc~ I N F \ - - 1 n o C n81q'r---~ iwo ogwg og ,nro I I N ~ ~ n 12 O < I O,SMOKE SMOKE 71 4 I ail r A e i O SMOKE _ H VIJ 'O - - ~ I'2'-4B1" M U DETECTOR a S ~oerecTea IIII ° a z_I 'ep 0. C E L L A R ° °LL ED 70" I-5~ 1PZ I PROVIDE ©-uEe ©-MOrvanioR LI x LINE OF oZ 'ia i3 ®m ACCESS oETECRUmrecma ocrecma a LJ WALLS ABOVE I 1 '-0" WALLS ° 7 10" POURED CONCRETE FOUNDATION WALL ON 10"X20" POURED CONCRETE FOOTING E FOOTINGO #'5 XB RSPCONTNUTOUS 4" POURED CONCRETE SLAB n°J - - - - X 11 7/8" OVER 6 MIL, W w t3- (TrPICAL) IATION WALL 1 " P,C. FOUNDATION WALL - - - - - - - - - - - - - - - - - BARRER L THNz M GIRDER I COMPACTED POROUS FI Ul - DO 6u - - _ L 22 .1J L I 5-112" J3'7' n OLUMN FR M ABOVE X 117/8 -I c r ~ r -1 1 3-1 3/4" X 11 7/8" r - COLUMN FROM BO 21'-10" I 0 U) ao w I I E I MICROLAM GIRDER LI~J ~I J-t-I L L-J ° o~ Z 71, S n ° uJi oLL SLAB TO SLOPE DO a° w j ON. 4 TO DOORS )PE I \ a n 3 1/2" STANDARD STEEL PIPE COLUMN III OORS O a n a zwp ° X00 ON A 30"X30"X15" DEEP N 0 m 0 z rl Wpm X o w POURED CONCRETE FOOTING. (TYP) 2'-0" FF a 0 U HW O 0 r~i s z r F 0`oeiECt R N LL cr ° 8" POURED CONCRETE FOUNDATION PION j N N B O g ©-MOnoi oc - WALL ION 8"X16" POURED CONCRETE FOOTING "D 2 ra;oi CROSS BRIDGING oc>EC Oa 1 I" IN ALL FLR. SPANS e o 1 L c a ui AT INTERVALS NOT TO EXCEED 8'-0" O.C. 4" POURED CONCRETE SLAB OR METAL aim L J TE SLAB ° i rc BRIDGING TO BE 1"%3" SOLID WOOD IL (L OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL THLENE io y V WELL 117/e" TJI JOISTS L ~.J C/MAPACTFII PnPnIK FII I K cu 350 SIEfilE4 Al a 3 Z m ~ R-19 INSULATION ON CEILING ABOV FURNAC R JI FAO 4 H N O (TYP CAL0E ACH 10" P.C. FOUNDATION WALL ¢ 1O GIRDER INTERSECTION) 10" P.C.' FOU DATION ~YALL y(/4" BRICI~K~ LEDGALL GIRDER91SHALL BE SHIMMED BliICK zwo m o F 10" P,C, FOUNDATION WALL J,~ AT LEAST3'-0" N ALL SIDAS EAM PER N.Y . CODE ~ O Z 1AT10N WALL ON 10"XBO"1P.C. FOOTING 1 3AS REQUIRE IN BEAM POCKETS ON 10"X~2O" P.C. FOO NG a Z W/4" BRICK LEDGE ON 10"X20" P.C. FOOTING ',QSrE M (TYP) --234" D. FOOTING I v FRONT ELEVATION ONLY ON ONLY L - - - - - - - - - - - - - - - J - - 1 - ~ is r _ ~ ~ r _ ZE 21'-6" 4" POURED CONCRETE SLAB POURED CONCRETE FOUNDATION o 0 n % OVER 6 MIL. POLYETHLENE % WALL ON 8"X16r POURED I N gT OR BARRIER ON WELL CONCRETE FOO NG n ----mPASTEB P9 US FILL 4" BRICK LEDGE V" BRICK LEDGE / 2 \ FRONT ONLY FRONT ONLY 4'*Nl FARE RRD IN HUM NO ROW 6 ~V re. /i ROOF Charles M. Thomas r P a, e" a r c h i t e c t ~ ~rv ~I-I/1Y rv I - I PO BOX 677 JAMESPORT, NY 11947 (631) 727-7993 ~I-Inv I ~ ~I-Im ~I-InV 12'-05" 14'_B,T~~ IGG uv luv IGG I uul PROJECT House SpD I I 23,_4,. 9 39'4_8" SECOND FLOOR y I r I-In I r r I-In• 63'-0" I r-~Y I I F-~f ~I-Im I d>-I-I Y ~I-Im I n ~"env ~i-Im ~rv I IN9q DY I MG FOUNDATION PLAN FRESH Alfl INLET 91AI6 D.W. SCALE: 1/4" = 1--0" FOUNDATION PLAN -1 F FIRST FLOOR I-IIY I-LIT y GQ' I-lyf Y DI CONNECT TO APPROVED AS PMIPE.Y.i PITDI mDE DATE: IO~OI ~~3 F.A I L' SANITARY SYSTEM PFA N PROJECT No. DRAWING BY F SOLIS CHN RY In. NO, ?A-005 00 PLUMBING RISER DIAGRAM OF 6 SCALE: N.T.S THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SETS FOR WHICH THEY WERE PREPARED. REUSE, REPI 'ARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. ?TLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECLAISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE E\ ITE PRIMA FACIE CADENCE OF ACCEPTANCE OF THESE RESTRICTIONS. a.f i Ell g lu l aijnflll rv1,1 I ~ a \ Q5 U N 6 = o TYPICAL ROOF CONSTRUCTION 2' X 12" RIDGE BEAM Os ASPHALT SHINGLE ROOFNG MT b~ S~CQ' OVER 15,E ROOF FELT IXJ 1/2" COX PLYWOOD SHEATHING. ARCHITECT 2"X10" ROOF RAFTERS 0 16" O.C. 12 12 r raa.:AL CEILING CONSTRUCTION 12~ QB TYPICAL CEILIN( 2" X 2" X 10" CEILING JOISTS 0 I6" O.C. REVISIO D E S C R I P T 1 0 N W/ R-38 BATT. INSULATON 2x6LcoLLAR nes p IF :I liofl'1^x6" FASCIA BD. (TYP) A T T I C A T I L ICAL WALL CONSTRUC CONSTRUC1,^TION PERFECTION SHINGLES TYVEK HOUSE I ES TYVEK HOUSE WRAP 1/2' CD K rEXTERIOR FIRST FLOOR A T T I C fJ'11 SHEATHING ON 2'X6" %D STUDS 0 1"x6" FRIEZE BD. (TYP) INSULATION 9._ !'K6' pypY STUDS 0 16' O.C. 9'-C" PLATE HEIC T S SGr HT BG FINISH TYPICAL WALL CCEDAR PER L WALL CONSTRUCTION i k 5 3 COAT JOB (TYP) ]'-0" TO WINDOW FECTION SHINGLES IYVEK HI SHINGLES TYVEK HOUSE WRAP 1/2' CD X / / PLYWOOD SHEATHING ON 2"X6" EATHING ON 2"X6" WD. STUDS 0 16" O.C, O !UCTI ON 3 T R ED M A S T E R CONY CONSTRUCTION R-19 INSULATION o / o E PLY RUBBER ROOFING 11 To p A T f~ B E D R 0 0 M m 45#' ROOF FELT ON 3/4" COX PLYV ]FING FLOOR JOISTS THING, 2"X10" ROOF RAFTERS 016"0 V 3/4" COX PLYWOOD , TYPICAL FLOOR C( FLOOR CONSTRUCTION / / 0 \ 0 ROOF FROM RESIDENCE RAFTERS 016"O.C. IENCE C E L L A R 11 7/8 TJ FI 11 7/8 TJ FLOOR JOISTS 0 i6"O.C. W/3/4" PLYWOOD SUBFLOOR \ \ Y \ \ s W/3/1 FOUNDATION WALL C 0I lull] \ T. T.O. SECC 0 FL00 r 10'-0" PLATE HEIG T 2""10" NG 1D'= 4" BRICK LEDGE 4° 6" 10" TYPICAL WALL CONSTRUCTIC NSTRUCTION ? ee"c ED R sH i T. k S 3 COAT B (ttP) _ 8'-0" T0. WINDOW BRICK SIDING (PER OWNER) FRONT FACADE ONI FRONT FACADE ONLY. s~ TYVEK HOUSE WRAP 1/0 COX PLYWOOD SHEATHII ON 2'X6' WD. STUDS 0 16'0,C. R-19 INSULATIi PLYWOOD SHEATHING = / ~I (3) )R, R-19 INSULATION - F O Y E R / H A L L (3)-2"x12" GIRDE TYPICAL OR CONSTRUCTIO P R EC NH E NSTRUCTION z / 11 7 8 LOOR JOISTS 0 16'0. IOR JOISTS 0 16'0.G 333 T H E N" TT. INSULATION = Q BRICK LEDGE DETAIL W/3/4" PLYWOOD SUBFLOCR W/MIN. R- TT. INSULATH W SCALE: N.T.S. T.O. FIRS FLOOR Z 0 NYS CODE TYP 2"X12" ACQ LEDGER 2 XID' A A CROSS T INTBRIDGING ALL FLR. SPANS W W AT INTERVALS N TD E%CEED B'-0' O.C. 3-2"X10" AC 10" P,C 10" P,C, FOUNDATION na 9 GIRDER BRIDGING TO BE 3" SOLID WOOD OR METAL WALL V(/4" BRICK LEDGON 10"X20" P,C, FOOTING 10" POURED CONCRETE FOUNDATION WALL M rn 0 ONCp1fC1 .v FRONT ELEVATION ONLY ON 10"X20" POURED CONCRETE, FOOTING 12". LIQUID MEMBRANE W, 7--r FIRE STOP PER CQ JOISTS MEMBRANE WATERPROOFING COVE JJmI 2"x6" ACQ SILL PLATE MIN 12'0 SONDT09E FOOTING U) / MIN 361 BELOW GRADE O OVER FOOTING (TYP) TERMITE SHIELD ANCHOR BOLTS (MD 10"x PC FOOTING 1 1 1 (MOST T BE VIRGIN SOIL) W F ®32"-0" A O.C. ^ PDU c0 LIQUID MEMBRANE WATERPROOFING COVE SI AS 4 MILL VAPOR BARRIER OVER FOOTING (TYP) 0- 3 1/2" STANDARD STEEL PIPE COLUMN Q 0 2" X 12" RIDGE BE M ON A 30"X30"X15" DEEP POURED CONCRETE FOOTING. (TYP) TYPICAL CEILING CO TI ON cc 2" X 10" NG O 16" O.C. 1122 T TYPICAL ROOF CONSTRUCTION n C R 0 S S S E C T 1 0 N 10 N 1 W ASPHALT SHINGLE ROOFING n OVER 150 ROOF FELT ON 11Y COX PLYWOOD SHEATHING SCALE: 1/4" 2^X10" ROOF RAFTERS 0 16" O.C. IF z v 12 m x' Ill JI UNFINISHED ATTIC D TYPICAL CEILING CONSTRUCTION STORAGE 2" 2" X 10' CEILING JOISTS 0 16" D.G. W/ W/ R-30 HD BATT. INSULATION u IN 9'-0" PLATE HEIGHT s/a' Or, ED. nNISH s/e' Or. BID. ANISH EXTERIOR BRICK 10'-0" PLATE HEIGHT - WALL T I A ION T, 4 S. s MAT ME (TV) T. 4 s 3 MAT eoe (TV) 2 CAR 7L- r.owINOOws_CEDAR PE! I - ON S'I~~}}QQQ~(G{444III~~~~~~S TYVEK ~1{{QQ''U,~,~EE 1NtAAAAAARRR{{{{{{ CD % \ PL SHEA ON 2"%6" SN- 1 51 °TION 0ON \ 2 C A R G A R A G E - - TYVEK HOUSE WRAP 1/2' CD X PLYWOOD SHEATHI Charles M. Thomas 2"X6" WD. STUDS 0 16' O.C. - R-19 INSULATION L A U N RY\ G AR AGE Fll LU U11f IV. R T (CAL L OR C ST C ION 4" P.C SLAB _ a r c h i t e c t II 7/6 TJI FLOOR JOISTS 016 . D.C. I 1HR. (RATED PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 0 5/6" TYPE X( S CK W/3/4" PLYW000 `SUBFLOIXt WMIN. R-19`ATf• IN GABON WALLS CEILING EILING GR AD E 4" BRICK LEDGE PROJECT FOUNDATION WALL-- T.0 FIRST FLOOR 6" 4„ o n - 4' POURED CONCRETE SLAB aAB _ iq C 9 MI LL VAPOR BARRIER FOUNDATION WALL 10" POURED CONCRETE FOUNDATION WALL - - ON 10"X20" POURED CONCRETE FOOTING C E L L A R 10" P.C. FOUNDATION WALL SECTIONS & DETAILS 2"z6" AGO SILL PLATE - - TERMITE SHIELD - - W_/4" BRICK LEDGE 1/2" DIA. ANCHOR BOLTS _ - 0 71- ON 10"X20" P.C. FOOTING ®32"-0" O.C. 10" POURED CONCRETE FOUNDATION WALL - - ON 10"X20" POURED CONCRETE FOOTINIG FRONT ELEVATION ONLY GARAGE FOUNDATION DETAIL DATE io/m/u PROJECT N. 8" POURED CONCRETE FOUNDATION - - ROSS SECTI ON 2 SCALE: N.T.S. DRAWING DY F. SOLIS WALL ON A 8" X 16" - - 4„POURED POURED CONCRETE FOOTING - - 4 MILL VAPOR HARRIER ~-3 1/2" STANDARD STEEL PIPE COLUMN( CHK DY. ON A; 30"X30"%15" DEEP Dwc No. POUREq CONCRETE FOOTING, (TYP) CALE: /4" = 1'-O" ?A-006 00 33'-4" BOFfi THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPS 'ARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EN TE PRIMA FACIE EVIOENCE OF ACCEPTANCE OF THESE RESTRICTIONS 301.7 BPS > TOP PLATE FRAMING TO ACCOMADATE TABLE R F ST 0 h CORNER STS OSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS ~ PIPING - R 6 02.7.2 STUCTURAL MEMBER ALLOWABLE DEFLECTION JJOISTSROR APPROVED TOP PLATES RAFTERS W/ GREATER L/TBO [L j v Z N b ROOF TRUSS 6 'iF- 6i A SLOPES THAN, w/NO TOP PLATES TES FFrr FINISHED CEIUNG SECOND STORY TOP PLATE- GYPSM BOARD INSTALff yyFCM TABLE 3.1 ATTACHED TO RAFTERS RD INSTALLED IN STUD INTERIOR WALLS AND H1160 SS P. ' TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. E WITH PARTIRONS STUD JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH FLOORS AND PLASTERED L/360 BE CUT OR NOTCHED BORED HOLE MAX CEILINGS DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z LING AND SEE DRILLING AND OF STUD DEPTH MEMEBERS DIAMETER 40% 0 f OIST- BETWEEN THESE LIMITS WALL STUD- BOTTOM PLAG PROVISIONS NOTCHING PROVISIONS EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH CTION 3.3.1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL D STRUCTURAL PANEL STUCCO FIMSHE 5/8" MIN. To EDGE AIWLLEp IN AC 0RDANCE 5/8" MIN. TO EDGE Exr. wnus-WN0 LOADS /240 a WFCM TABLE 3,1 WITH BRIrTLE(6) FINISHES ~ EDGES) ALL PANEL Nd NIL AT 6" G OTHA~LFEDM ITABIL 0 t 8d NAIL AT 12" 0. JAIL AT 12" O.C. ON ALL Exr. WALLS-WND LOADS L/240 NOTCH MUST NOT EXCEED {GEED 5/8" MIN. TO EDGE JOIST ENDS TO BE FRAMING MEMBERS TANG MEMBERS NOT AT NOTCH MUST NOT EXCEED WITHFLEXIBLEa FINISHES NOT OF STUD DEPTH 1 FOR BLOCKING BLOCKED AGAINST PANEL EDGES -L EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H - SPAN HEIGHT a. The wind load shall be permitted to be taken as 0.7 times the m TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (C) CORNER DETAIL A OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT ALL AT 6" O.C. GYPSM BOARD INSTALLED II` I INSTALLED IN component and cladding loads for his purpose of the determining BORED HOLES SHALL NOT tlallectlon omits herein. BE LOCATED IN THE SAME L NOT w SAME F HOLE IS BETWEEN 40% AND 60% o WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR CUT OR DOUBLED AND Nd MORE THAN MWSOT BE FARING AND 3.3.1.4 BRIDGING ALL PANEL EDGES) ACCORDANCE WITH WFCM BE LOCATED IN THE SAME of the cantilever. SUCCESSIVE STUDS ARE DOUBLED WALL CROSS SECTION OF CUT OR e5MJN TO EDGE c. For aluminum structural members or parses used in roofs or walls of sunroom additions or patio covers, not supporting edge of AND SO BORED 1 IN.x4 IN. RIBBON glass or sandwich panels, the total load deflection shall not a LAP JOIST 3 IN. MIN. CUT INTO STUD - exceed L/60. For sandwich panels used in roofs or walls of m BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING ffINSTH OD STRUCTURAL I STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall LED IN ACCORDANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/120 WFCM 2001 SBC HIGH WIND EDITION OR BLOCKING TALLED IN ACCOR 6d NAIL AT 24 0. C. WFCM TABLE NFCM TABLE 3.1 TABLE R 301.2.2.2.1 WFCI` SECTION 3.4.3.1.1 FIGURE 3,313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SE SILL PLATE JOIST NAIL AT 6" O.C. SECTION 3.4.2.1.1 FIGURE 3.3 A IL AT 6" O.C. ON ALL COVERING DEAD LOAD NOTCHIN NOTCHING AND BORED HOLE LIMITATIONS AWL SPACE SUBFLOOR ~ FRAMING MEMB,~RS J ~G MEMB~RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILIG AND 12' D.C. ALL FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD" BASEMENT MONOLITHIC EDGES AND 12 O.C tDOUNDATIC N SLA VG MEMBERS NOT T AT FOR EXTE DR EXTERIOR WALLS AND BEARING WALLS B-ON-GRADE FRAMING MEMBERS I FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES EDGES WALL SUPPORTING 15 psf or less 25 psf NOTCHING AND BORED HOLE LIMITATIONS ROD ONLY i.D 2 PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NG FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS BEARING WALL LATERAL BRACE AT 6' O.C, W I I I rO ( ) /1, ) ROOF PLUS ONE STORY 1.0 7,1 NON-BEARING WALLS: R602.6 2 FOR SI; 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) W a. LINEAR INTERPOLATION SHALL BE PERMITTED 2-10d NAILS (n W IN TYPICAL WALL. FLOOR & ROOF FRAMING JOISTS WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W FOR WOOD STRUCTURAL PANELS SEE STUD TO RAFTER GABLE Z END TRUSS Q ~ O FASTENER SPACING SECTIONA-A OR STUD TO STUD DETAIL t ~C PLE TUD FASTENER 2 FEET 4 FEET 6 FEET BLOCKING PICAL ENDWALL HFAnFR R QUIREDORS U TYPE PANEL SPAN 6 PANEL SPAN 4: PANEL SPAN 4: PANEL SPAN ENDI 4; 2 FEET t 4 FEET c 6 FEET 8 FEET ~oSPACING A A NAI Sd / # HOLODOWN HEADER STUDS ULL LENGTH WO /D SC~REWS 16" 16" 12" 9" NSTAUn6oN 10" O.C. ° Q DOUBLE JA A W A STUDS 5d COOLER NAILS AT 10" O.C. NOTE: 2"x4" BLOCK NAILED TO EACH TO EACH WO~D SCREWS 16" 16" 16" 12" AT ) c CORNER STUD 0 CONNECTED TO BLOCI' BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS. AT EACH END OF HEADER AND GYPSUM BOARD z a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN 0 0 TRANSFER SHEAR AT BOTTOM OF HEADER STUDS IN b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. Hou> U c 0 NOTE: -SIMILAR 0 0 CONNECTION AT E: SIMILAR CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. - 7. O.C. W c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. 0 OF NO' ON, NoaiionNi,AT R UIR WALLOSTOFS AND T TOP AND CRIPPLES 20 GAUGE STRAP z W - 10-8d NAILS Q W d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-16d COMMON F ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE SIDE WALL 0 0 NALSATVOX. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT r WITHDRAWAL CAPACITY OF 490 POUNDS. END WAu e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) (WFCM FIGURE 3.7b) CONNECTIONS FOR OPENINGS Id NAIL AT 4" 0C. ENDWALL STUDS v -wBRmR EXTERIOR WALL STRAPPING SCHEDULE FACE OF FOOTING CEIL CEILING BRACING GABLE ENDWALL AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO VINS NOTES NAILS BAND JOIST 12" MAX. ~ w (WFCM FIGURE 3.7a) RIDGE SIMPSON CS-20-40 INCHES MIN. 6-Bd PER RAFTER 602 IB RAFTER TO RAFTER a ° NAILS BASED ON RAFTER TO STUD SIMPSON H-7 ANCHOR 4-6d TO RAFTER 985 LB PER EVERY RAFTER SHEAR WALL REQUIREMENTS 8-Bd TO STUD CONNECTION 2-8d TO PLATES ° o FLOOR TO FLOOR SIMPSON CS-20-4D INCHES MIN, 40-Bd 1005 US w o PR( PROVIDE RAFTER TO RIDGE TENSION STRAP NECTIONR EVERY STUD TOP PLATE H NO CEILING CENTER 2 BLOCKING RID RIDGE HANGERS IF USE 8-8d COMMON NA14,S ° STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD c 4-8d TO PLATE H 2 BUT NEED OT APHRAGM ON SHEAIXHING JOINT / y H/ BUT NEED NOT REQUIRED RAI RAFTER TAILS ARE NOT EACH END OF 1-1/4 N 0 EXC ED 15 FT. AX. E GEED 40 FT. MA . W32 WOOD STRUCTURAL PANELS SIT * NOTES: ANELS STRAPPED TO TOP 20 GAUGE STRAP ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 0 0 O BA ED ON SHEARWADLL REQUIREMENTS PD 11REMELOS PLATE OF WALL BELOW z WOOD PANEL SHEATHINGUPLIFT IS LOADS AT CALE END WALLS AND ACCEPTABLE AS LONG AS MIN. (HU)O2M 0 , CORNER 0 c CONNECTED STUD TAR CONSTRUCTION nR FOUDNDATION 10-99) CONTABLE 305 NECTIONS. FTNAFOR IILIINGSAVE OVERCONNECTIONS, STRUCTURALTABLE / l r A I--~ A A l~r rI1 A A nI n11rr~ nAnl r rA I119nIAI l nAI I n/lNI F-n AAAI A I!'~ \\iY! " 11 /l U I A A Al A In NAIL PENETRATION INTO FRAMING IS ACHIEVED. o C/ \IVIIINtj * INSTALL THROUGH FIRST FLOOR SHOE. FLOOR TO FLOC ) FLOOI UUNUA I IUIN (-.,LtAN/HINI/L rNUIVI JLUIJt~) VAt3LL LlNUVVALL, CSALLUUIN rf miviIINu _ TH O D RAFTER SRMINI ON PREFERRED METHOD D.C. ON 51) CONNECTION AT wARE L MEMBERS HOLD DOWN MN NAIL AT f ~ NOT AT PANEL EDGES :H R S 3 ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS GS; GYPSUM BOARD RIC RIDGE BEAM 20 GA. STRAP- WINDOW AND DOOR OPENINGS: SURE 16d NAIL AT RI WIDE MIN. (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 1 3.7a & 4.7b) 4.7b) PHDS 24" O.C. RIDGE TENSION STRAP DETAIL W/(8) 8d NAILS TABLE R301.5 NOTES FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N, C U ^ EACH SIDE SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. w r O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN ~L7` E BLE R301.5 EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO MINIMUM NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION UNIFORMLY CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 DRMLY DISTRIBUTED LOADS (PSI) . _ r WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT USE LIVE LOAD (A.) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. s L ° 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON STR6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 SIZE PER MOST RECENINCHES, WHICHEVER PRODUCES THE GREATER STRESSES. PANEL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT W ~ Simpson Strong-Tie Z 40 V 2.1 EDGES) ANY POINT ALONG THE TOP DECKS e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR A35- Chimney Framing TABLE R301.2.2.2.1 WOOD STRUCTWALLS' PASSENGER VEHICLE GARAGES AGES 50 L JIN UM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE PANEL INSTALLf, GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED c L 3 ROOF RAFTER RIDGE DETAIL DEAD LOADS ACCORDANCE TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 m NAILING SCHE16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED TABLE 3.1, WCFM 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 3 SCALE: N.T.S. ROOF CEILING ROOF CET ROOF CEILING ( LOAD REQUIREMENT. DEAD LOAD DEAD LOU DEAD LOAD HIGH WIND EDIAPPLIES TO ATTICE SPACES NOT MEETING THE REQUREMENTS ROOMS OTHER THAN SLEEPING ROOF FOR STORAGE PER FOOTNOTE b. SEE SECTION R8024,2 FOR =PING ROOMS 40 WALL SUPPORTING 15 PSF OR LESS 25 PSF C .ESS 25 PSF OR LESS 8d NAIL AT 6" O.CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ROOF ONLY 1.0 1.2 ALL FRAMING MEMTRUSSES. FOR ATTICS NTH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 1.2 AT PANEL EDGES AND O B INSIDE CORNER DETAIL NTH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 30 PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO 40 ROOF PLUS ONE STORY 110 1.1 11 12" O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER }M SHEET NO e. AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS ND FIANDRAILS OILS 200 PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS Simpson Strong-Tie MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS ACCESSIBLE LL - DOWN EXTERIOR CORNER ORTFRAMEDCOPEN NGSIN ACCORDANCE WITHUsECTION 807STAIRWAY HDU FRAMING MET' AREA D-1 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. 2 CORNER BRACING DETAIL h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING 3 SCALE: N.T.S. ROOMS. ,II ! II II (TABLE 3 .2 B WFCM 2001 HIGH WIND EDITION D EDITION The design of this structure Is based upon prescriptive approach using the PLATE TO FOUNDATION ANCF OR BOTTOM SILL EDITION VvIND FCM HIT ITION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American Forest and Paper Association, Non- Structural laments ore based upon the New G E E R A L N O T E AL N 0 T E S: (TABLE 3.1 W I r. SHEAR LOADS York Slate 'RESIDENTIAL CODE January 2010. shall be performed In accordance with all state, W J v NAILING SCHEDULE MAX. ANCHOR BOLT ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 IAx. ANCHOR BOLT SPACING (INCHES) 1 All works shall pe and IOTEB 1,2,3,4 For the Climatic and Geographical Design Criteria, fee Table 0301.2(1) on municipal, , local zoning and acal zoning and building codes and ordinances y RESISTING SUPPORTING dlctlon and best standards of construction Y b Qry JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING: ' V2' ANCHOR 1/2' ANCHOR BOLTS 30 sheet no. 1 having jurisdiction and Deal 5/B" ANCHOR BOLTS 45 All non engineered lumber to be Douglas FIr#2 or better practice. Wind Llmltatlons-Section R301.2,1 The American Institute of , in Institute of Architects Conditions shall apply ! 0 LATERAL AND SHEAR LOADS 1 - 3 STORIES ANCHOR ,2 Design Crlterla-Section R301,2.1.1. (See Table R301.2.1.2. for Wind-Born Debris to all work performed on t performed on this project. ST P• V RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER I. PRESCRIPTIVE LIMITS ARE BASED ON A SUMPTONS IN TABLE 38 2 WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, AND SHEAR LOADS, THE MAXIMUM AND(CHOR BOLT SPACING SHALL NOT EXCEED THE Protection Fastening Schedule For Wood Structural Panels) 2, The Contractor shall ver :ractor shall verify oil conditions at the site. Any s must be brought to the attention of the Architect CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WA k LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.42. FOR Dead Load-Sectlon R301.4 & R 301,2.2.2.1 discrepancies must be brat nmencement of construction. The Contractor shall be EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS Si BE 'ACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR Live Lod-Section R301,5 prior to commencement of 3 EXCEED B FEET ON CENTER. Light and Vantllation-Sactlon 0303 for corrections not reported once he hap started work ,Id den job conditions. Z CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d IN TABLE 3.170, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET C CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 BLE 3.5 3.6 responsible for corrections PH, WITH A TABULATED VALUE FROM TABLE 3.6 GREATER THAN 202 PLF, LATERAL Minimum Room Area-Section R304 except for hidden job coed EDITION) Calling Height-Section 8305 3, Contractor shall guarani or shall guarantee to the Owner that all materials and o CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP 1 4, FOR THREE SECOND GUST NAND SPEEDS GREATER THAN 110 MPH, WITH A TABUU Sanltatlon-Sectlon 0306 equipment Incorporated In ncorporated In the work will be new, and that all work - good quality, free from faults and defects for a period COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) M FOR WIND LOAD Tollat Bath and Shower Space-Section R307 III be of good quality, fn Glazing-Section R308 f one year form the date form the date of the final Certificate of Occupancy, BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENT ITHINO MAXIMUM NAIL SPACING Garages and Carports-Sectlon R309 . TIr# Architect shall not dtect shall not be responsible for the construction moons, a :hniques, sequences or procedures, or for the safety - 2-16d EACH END SHEATHING LOCATION SND SPACING OR PANEL SIDING SHEATHING Foaed MAXIMUM FOR ad COMMON NAILS Emergency Escape and Rescue Opining-Section R310 methLd, techniques, sequer and programs In connection with the work, and he TRIM BOARD TO RAFTER END-NAILED WALL FRAMING INCHES O.C. f!t1EE NOTE 1) TOP PLATE TO TOP PLATE FACE-NAILED 2-16d SEE NOTE 1) PER FOOT 4' PERIMETER 1B E 81 Exit-Section R311 precautions and programs (1/2' ANCHOR ROITS) Landing-Section R311.5.4 shall not be responsible foi r responsible for the contractors failure to carry out 0 8 (SEE MOMS 3) Ramps-Sectlon R311.6 the work in accordance wit accordance with the construction documents. The m ;all not be responsible for the acts or omisslon by Stairway-Sectlon R311.5 Architect shall not be rasp 6 (SIDE NOE 31 Handrail-Section R311.5.6 the contractor No changes for No changes shall be made In the documents 4-16d JOINTS -EACH SIDE EDGE ZONE F TOP PLATE AT INTERSECTION FACE-NAILED E 6 6 Guards-Section R312 and/or the building as des building as designed without the expressed written the Architect. 2-16d 24' D.C. INTERIOR ZONE 16 F STUD TO STUD FACE-NAILED 11 fSEP NOTES 2) Smoke Alarms-Sectlon R313 consent of the Architect. Foam plostic-Sactlon R314 5. The contractor and all ractor and all subcontractors shall maintain continuous Flame Spread and Smoke-Sectlon R315 Insurance coverage statuto overage statutory policies (Worker HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES GABLE ENDWALL RAKE AND RAKE TRUSS E F 4 (ME NOTE 41~ Insulation-Section R316 Compensation, etc.) and gi an, etc.) and general liability in an mount not z 5 million and automobile liability and damage o rn TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD E- NAIL SPACING AT PANEL EDGE (IN) 3-16d PER 2X6 STUD . NAIL SPACING TH INTERMEDIATE 4 FIT IN THE PANEL FlELD (IN) 4 U.D ON) Dwelling Unit Separation-Section R317 less than Y 5 million and E OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R318 coverage not less than S ut less than S 2 million. The Architect shall be in 4-16d PER 2X8 STUD 1 1. FOR ROOF SHEATHING NG WITHIN 4 FEET EET O OF THE PERIMETER EDGE OF THE ROOF, IN 510E OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REOUIR NAIL ,TTACHMENT REQUIREMENTS SHALL BE USED. Protection Against Decay-Section R319 named Insured on any and red on any and all policies, w ERf ,CHED TO RAFTER/TRUSS FRAMING Protection Against Termites-Section R320 6. Provide 0.025" of a me 9 THE NAILING SPACINGS SHALL BE REDUCED Site Address-Section R321 perimeter Wood at all contact with 1025" of a mental shield, other than aluminium, over fibrous t all perimeter sills. FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT 2. TABULATED 13>049. FOR FRAMCIN MEMBERS SHE THINGGAT ACHED NAILING A FNOJ(ASj OR RI I ROTTOM PI AV TO R nOR .1i BANRII MEMBERS WITH WI ll1 THE TO 6 INCHES 0. C. :HED TO RAFTER/TRUSS FRAMING Accessibilit Sectlon R322 7, All Insulation In contact with concrete or masonry to be Wolmanized FLOOR FRAMING 1 TABULATED 6' O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TI 9 THE NAIUNG SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section 8323 or All wo creosoted, 4-8d PER JOIST MEMBERS WITH G)0.49, FOR FRAMING MEMBERS WITH 0.42<G<049 THE NAWNG SPA JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4 INCHES G C. 4. TABULATED 4' O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TI station re creosoted. Single smoke :HEO TO RAFTERMUSS FRAMING Flood Resistant Construction-Section R324 Bo, pressure station smoke detector alarm device shall be Installed Iroom, on all floors and shall be all Interconnected per code, 9 TH ILING SPACING a room, al f 9 THE NAUNG SPACINGS SMALL BE REDUCED Foundation-Chapter 4 In each bedroom, on all fH oom without operable windows to be mechanically ventilated BRIDGING TO JOIST TOE-NAILED 2-Sd EACH END 4. MEMBERS NTH GM,49. FOR FRAMING MEMBERS NTH M42<9<0.49 THE NAILING SPA 3-16d EACH LOCK TO 3 INCHES 0, G Design based upon presumptive load bearing values of sandy gravel and or gravel 9. All bathroom without OF of 3000 ounds as per New York State Co, York State Code, to be designed to provide 70 degrees F. with outdoor BLOCKING TO SILL OR TOP PLATE TOE-NAILED TABLE 3.10 WFCM 2001 HIGH WIND EDITION EDITION square foot. Contractor to consult Arciteet If different soil materials are 10. Heating ec per p designed air-temperature t110 120 130 140 150 found upon excavation, 11. All electrical work to b r-temperature of 0 degrees F. and 15 MPH wind, LEDGER STRIP TO BEAM FACE-NAILED 3-i6d EACH JOIST iHWC euwP wn 85 90 100 110 120 130 or test hole, for alternative footing and foundation wall design. regulation of N,Y.B.F.U, an, trical work to be In accordance to the rules and Illiopolis O xn F and a N.Y, certificate Is 3-Sd "TM^ JOIST ON LEDGER TO BEAM TOE-NAILED PER JOIST FRRP (W11) E F E F E F E F E F E F E F E F E F E F E F to be presented to the Ox anted ed to to the Owner at the e completion of the job. O Foundation Notes: 12. Plumbing Installation It ig Installation to comply with State and Local codes BAND JOIST TOJOIST END-NAILED 3-i6d PER JOIST SHEATHING RAFTER ACING FOR Ed COMMON NAILS 5/8" Ancor Bolts (5570-28) Sea chart on this sheet for spacing and the sewage disposal s s (INCHES D.C.) 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. wage disposal system to meet Health Department standards. LJJ . scale drawings. Use figure dimensions only. w W N BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST LOCATION muss MAXIMUM NAIL SPACING FOR BB COMI SEE NOTE 1) SPACING OR 10 D BOX NAILS (INCHES D.C.) Minimum depth-Sectlon 403,1.4, 48' minimum coverage to top of footing 14. All work to conform tc c to conform to the rules and regulations of the New York ROOF SHEATHING ( (INCHES GO) 12 6 12 6 12 61121U 12 12 2 3- z s +2 s +2 s +z s 2 16"x8" poured concrete wall footings, 3000,# test Energy Conversation ConsD variation Construction Code, All glazed area to be double all exterior door to have Insulated cores. 1. I gd SEE TABLE 3,10) INTERIOR 15 t2 6 2 fi 12 2 6 6 1 f STRUCTURAL PANELS 2a+E z 1 6 2 s + 2-1 3/4"x11 7/8" Microlam Girder (or 3 1/2"x11 7/8" Power Beam) glazed and all exterior doc ulatlon protection as Indicated on these plane exceeds Z W s s ' s 's s s s 4" poured concrete floor slab with 6x6x#IO mesh and vapor barrier 15. The Insulation protectk Damp proofing at exterior foundation below grade-Section R406 the Coda's minimum stand minimum standards. Q DIAGONAL BOARD SHEATING PERIMETER 1z s 1z s 12 a 12 6 6 IF ' 30"x30"x12' deep poured concrete column footings, 3000## test 16. These drawings and ap irowings and specification are Instruments of service and O n the property of the Architect whether the project for 1"X6" OR I"X8" 2-8d PER SUPPORT iDONEE 1B z IL; e s a - - - - CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property made Is executed or not. They may not be used 1"XI O" OR WIDER 3-8d PER SUPPORT aWa omw,uA AV1E w wa 1NNT W r RwGt 6 s e 6 s e e s a OIL[ r,1py"u WMf q "A¢ wM] ryW eME puwWC 6 8 6 6 6 6 fi 6 fi fi fi' fi' i s e s s s' s' 6' e' fi' s' Deck and porch flootings as noted, 3000# test, 48" minimum burled depth which they made Is exeeul on any other project excel er project except by written authorization of the Architect. JJ ct has not been retained for site supervision, on-site CEILING SHEATING BOARD SHEATHING SHEATHING SIZE RAFTER Foundation wall to extend a minimum 8" above finished grade 17. Architect has not beer and certifications as required or requested by the Owner, 0 SPACING OC) OR 10 D BOX NAILS PER SUPPORT TS PIER All footing to be carried down to undisturbed soil inspection and certifloatlor TLS No footing shall be set higher than a 30 degree angle from any other footing contractor or local bulldinl or local building department. J GYPSUM WALLBOARD 6d COOLERS 1" EDGE / 10" FIELD TRUSS MINIMUM NUMBER OF BE COMMON NA WALL SHEATHING SEE NOTE I) (INCHES 1 wRwlv~vunWM 12-iB.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Pour no concrete on frozen ground or In freezing water. o Q 3 3 3 3 3 3 3 3 3 3 Provide 3 112' steel lolly columns. STRUCTURAL PANELS Bid SEE TABLE 3,10) , x IP w RA"4P WrAllnro 12 - 1s,2 3 3 3 3 3 3 3 3 3 313131 Backfill shall not be placed against the wall until the wall has sufficlent strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS P CONTINUOUS PATH CONNECTORS I.._ FIREBOARD PANELS II 11' I NAIL SPACING AT PANEL EGDE (IN) braced to prevent damage by the backflll (Section R404.1,7.) EID (IN) I SON STRONG-TIE CONNECTORS 7 6d' 3" EDGE 6" FIELD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) IE 00D0, , INCLUDING THE 4 FEET ON EACH Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-T VT REQUIREMENTS SHALL BE USED 'RODUCT SELECTION GUIDE AND L " 1. FOR ROOF SHEATNG WITH 4 FEET OF PIERIMETER EDGE OF THE ROO, INCLUDING 7/16" EDGE 6" FIELD SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REDUIREMENTS OHEO STUD FRAMING MEMBERS WITH Floor framing shall be nailed in accordance with Table 3.11 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELEC" . SPACINGS SHALL BE REDUCED TO e' O.C, DraftstoppIng - Section 0502.12 INSTALLATION MANUAL F1 TON MANUAL FOR HIGH WIND RESISTANT Q W CTION CATALOG C-HWO2 iIiisw 25/32" 8d 3 2, TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATINC ATTACHED TO STUD FRA Sid COOLERS 1" EDGE / 10" FIELD GXO.49, FOR FRAMING MEMBERS TBTH 0.42<9<0.49. THE NAIL SPACINGS SHALL 3. FOR EXTERIOR PANEL SEND , GALVANIZED BOX NAILS SHALL BE PERK ED TO . BE PERWTEO TO BE SUBSTITUTED FIrabl Flrebloeking cking -Sectlon 0502.13. CONSTRUCTION CATALOG GYPSUM WALLBOARD ? TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B EXPOSURE B Floor Construction: ANCHOR BOLTS IN FOUNI BOLTS IN FOUNDATION USE: z 0 8d (SEE TABLE 3.11) FOR COMMON NAIL HARDBOARD 8d SEE TABLE 311) (TABLE 3 11 WFCM 2001 HIGH WIND EDITION) D EDITION 3/4" plywood subfioor, fasten per Table 3.1 WFCM, SSTS28 WITH BEARING P NITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie Q 1 ' ' 7R SPACING U210 2X6 W I'' Fasten per Table 3.1 WFCM. TO RIM JOTS' PAR 11 DIAGONAL L BODARDSHEL PHEATING WALL SHEATHING & CLADDING ATTACHMENT ACH EM NT REQUIREMENTS FOR WIND Floor joists: see Foundation and Floor Plana, spacing as noted, NOTES FOR SPACING 2-2x6 ACQ sill with termite shield and sill seal, SILL SILL PLATE 16" O.C. AT EXTER TE TO RIM JOIST USE; W O.C. AT EXTERIOR PERIMETER AT EACH RAFTER Q Q DIAG BO Finish floors per agreement. LTP4 AND GARAGE/HOUSE CO '.ACE/HOUSE COMMON WALL 4-10d x 1 1/2" I 1"X6" OR 1"XS' I 2-8d PER SUPPORT LOADS EXPOSURE C -8d NAILS AT EACH END 3-8d PER SUPPORT SHEATHING LOCATION STUD SPACING BRACING WALL 1"X10" OR WIDER ID OflAPANEL 9DING~w~R FORIadMCOMMONPNNl9 Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT E Wollfroming and finishing shall be nailed and or screwed In accordance with STUD GARAGE SILL PLATE USE: NOTE: FLOOR SHEATHING (SEE MOM 1) OR PANEL B IN HES O.C. SEE NOTE 3 sEE NOTE 3 (1/2' ANCHON eoLTS) WFCM, Table 3.1 table 3.3B,sections 3,2.2.1, 3,2.2.2, 3,2.2,3, 3.2.1.7 GARAGE STUD GARAGE NECTOR AT 16" O.C. E e 1x6 fascia, wrap SSP CONNECTOR AT 16" F I2 sEE NOTE 2 Overhangs as noted. USE (4)-8d NAILS AT E .8d NAILS AT EACH END ATTACH LEDGER TO FRAMING STRUCTURAL PANELS 4' EDGE ZONE 18 F E e Vinyl vented soffits. T TO STUD CONNECTION USE, MEMBER WITH 2-1/2" X 5" LAG 1' OR LESS 8d 6" EDGE / 12" FIELD E 16 F 10d 6' EDGE / 6" FIELD WIENOR ZONE F t2 Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CON Tyvek housewrop, MTS 36, 16" O.C. 16" O.C. BOLTS AT 16" ON CENTER _ GREATER THAN 1" -8d NAILS AT EACH END DIAGONAL BOARD SHEATING (TABLE 311 WFCM 2001 HIGH WIND EDITION) D EDITION 1/2" plywood sheoting, see fastening schedule, Table 3.1, 3.9 WFCM, USE (4)-8d NAILS AT E 2x4x Studs Q 16' o.c, with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNIE D FLOOR CONNECTION USE: , 16" O.C. 7ACHMENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB In garage. (2) layers r GWB at fire partition USE (4)-8d NAILS AT E -8d NAILS AT EACH END Simpson Strong-Tie O I"X6" OR 1"X8" 2-8d PER SUPPORT WALL SHEATHING & CLADDING ATTACHMENT 85 90 100 110 120 130 140 150 1/2" MR GWB in wet areas I"XIO OR WIDER 3-8d PER SUPPORT LOADS EXPOSURE C R* oWill as 9G 1c mucnuM At least one window In each sleeping room shall comply with the exit regirements RAVtER TO STUD CONINE TO STUD 0 EACH ROOF RAFTERN USE; U210 2X6 H N 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE . IF WALL SHEATING IS E F E F E E F E F E F E F E F E F E F E F of section R310, MTS 36, EACH ROOF RA Note drilling and notching limitations in figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EA 5d NAILS AT EACH END AT EACH CEILING JOIST '.2 Z NAILED 3" ON-CENTER AT THE PANEL EDGE SHEATHING STUD MAXIMUM NAIL SPACING FOR ad COMMON NAILS figure R 602.6(2) for non - bearing walls, RAFTER TO RIDGE TO R) TO RIDGE TO RAFTER CONNECTION USE: ROOF RAFTER d_ 4-10d x 1 1/2' U 7) TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR SHEATHING SPACING MAXIMUM NAIL f1NrHES GE) nR 1n n now m in n BOX NAILS DNCHES OD,) Follow exterior corner framing detoll figure R602.10.5 H7 EACH ROOF RAFTER ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (sFS nOTE 1) 1ST TO CONCRETE CONNECTION USE: SHALL BE USED TO MAINTAIN THE LOAD PATH. 12 6 12 b 12 B 6 12 6 12 s i2 Iz 12 1 z 2 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2,1.1 Table 3.1/ 3.8) DECK POST TO CONCRET e fi 12 s s s z s z s s PBS44A FOR EACH POS" Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section FOR EACH POST 2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED IZTOEnR1 Ib 6 6 12 b 6 11 6 12 s 12 6 is 6 s 2 s @ R905,6) DECK POST TO GIRDER I z IST TO GIRDER CONNECTION USE; a w PERIMETER EmCE 12 6 12 6 12 b TO BE REDUCED TO 1-6d NAIL PER FOOT. 2 ZONE 1Z Is 1191 911~ih 1¢ Iz I s s 's UnderlaYment application (Section R905.2.7. nulling see table 3.8 PC44 FOR EACH POST iR EACH POST J 24 19 A 12 6 For roof slopes of two (2) units vertical in twelve (12) unite horizontal (17- o ~ SIMPSON H-8 USE W/ONLY SIMPSON " ANCHOR BOLT (14") BOARD SHEATHING OR UP SHEAl1INO OR UP SIDING percent slope), GIRDER TO DECK JOIST rO DECK JOIST CONNECTION USE: Simpson Strong-Tie I EACH JOIST 0210 2X6 5- 80 TO STUD ONE SILL BP-3 PLATE SHEATHING SIRE R1AI RUSS TIR MINIMUM NUMI USS MINIMUM NUMBER OF ed COMMON NAILS up to four (4) units vertical twelve (12) units horizontal (33 -percent slope MTS12 6 EACH JOIST 4- 8O TO PLATE PLATE IN 7" MINIMUM EMBEDMENT SPACING OR 10 D BOX (EVERY STUD) SND TO $ (SEE ANCHOR SCHEDULE, (SEE NOTE 1p (INCHES DG) OR 10 D BOX NAILS PER SUPPORT underloyment shall be two (2) lyers applied in the following monner. Apply A 19-Inch (483)strip PORCH POST TO DECK I >OST TO DECK USE: D, AT EACH DECK/PORCH JOIST ALIGN WITH JOIST BELOW) ATTACH T u x w l x r xxiuixxo 12 - 4 2 2 2 7 z 2 z z z z z z z 2 z of PS720 (ALIGN WITH JOIS F4 3 a S 3 a 3 3 } a 3 a a underloyment felt layers with and starting at the eaves , fastened sufficiently to ON DWGS A-3.1 AND A-3.2) I x io w waal Mc+t11MY t2 - 2a a 3 3 3 T COST 70 GIRDER USE: P5720 V, 4-1 SIMPSON E~ NAIL SPACING AT PANEL EGOE (IN) F. NAIL SPAONG AT INTERMEDIATE SUPPORTS IN THE ,IN) hold In place. PORCH POST TO GIRDER SUPPORTS IN THE PANEL HELD ((IN Starting at the save , apply 36- Inch wide (914 mm( sheets of underloyment, PORCH ROOF RAFTER Tf TZOOFEACHRAFTER RO FTAFTERER USE: `I~J 7'~ 5' HDU I, FOR WALL SHEATING WITH 4 FEET OF THE CORNER, r OF THE CORNER, THE 4 FEET EbC,~ ZONE ATTACHMENT overlapping H2.5A AT EACH ROOF R 4-10d x 1 1/2° U N SDS A" X 3" WOOD SCREWS REQUIREMENTS SHALL BE USED. (14) 2. TABULATEQ 12" O.C. NAIL SPACING ASSUMES SHEAI VG ASSUMES SHEAnNO ATrACHED TO STUD FRAMING MEMBERS WITH successive sheets 19 Inches (483mm), and fstened sufficiently to hold In place, MTM 0.42<G<0,49, THE NAIL SPACINGS SHALL BE REDUCED TO e' O.C. For roof slopes of four (4) units vertical In (12) units. TYPICAL PORCH Z DECK LEDGER 7" MIN EMBEDMENT GA,49, FOR FRAMING MEMBERS WITH 0.42<G<0,49, ALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED CONNECTIONS 0 (SEE FOUNDATION PLANS A-3.1 AND S. FOR EXTERHOR PANEL SIDING . GALVANIZED BOX NA 'A FOR COMMON NAIL A-3,2 FOR LOCATION) 4. TABULATEDI NAIL SPACINGSASSUMEA BUILDING LOCA AEA BUILDING LOCATED IN EXPOSURE B Ice Protfatlon (Section R905.2,7.1) Underlayment In High wind (Section R905.2.7.2) 'y (MINIMUM DOUBLE STUD) SIMSON STRONG - TIE Flashing (Section R905,2.8) STU /2 BEARING N h BEARING PLATE e• A:• u Chimney and firespaces - Chapter 10 1 1/4' COIL STRAP - 16 D.G. Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN )UBLE 2X MIN. )R HEADER OR • i•+'r O~• 1r USE 4-8D NAILS 0 EACH STUD, Mechanical - Chapter 12 FOR HEADER OF General Mechanical System - Chapter 13 BEAM 'AM a Heaitng and cooling equipment - Chapter 14 Exhaust Sustem - Chapter 15 -r' 0 4 '•d d r •'4 Duct System - Chapter 16 Simpson Strong-Tie 5~ _ z r O••~+At 'A. G•A. •A.. a•+A DOUBLE TOP PLATE MT530 ROOF RAFTERS Combustion Air - Chapter 17 AN Chimneys and Vents - Chapter 18 AT EACH POST i~ ''TT A A.~ A. ~4 •dT•A :d2),XA 1 A A a.-q _SSP Plumbing - Part VII V J y w SEE PLAN ° 13/4' IMUM a HEADER LSTA21 Simpson Strong-Tie U EDGE DISTANCE '>•d a ~A ° KING STUDS CS201;(" COILED Y2" THREADED I THREADED ROD STRAP. MIN 12" REQUIRED FOR EQUIRED FOR STU 1/2 FLOOR TO FLOOR L % CONNECTION JACK STUDS OVERLAP AT EACH STUD m 2"MINIMUM CNW NUT COLT '.NW NUT COUPLER SIMPSON STRONG - TIE SIDECOVER 0 e 1 1/4" COIL STRAP - IN EDGE 16" O.C. USE 4-8D DISTANCE* NAILS AT EACH STUD JACK 0 S L /~J MIN OVERLAP IS 12" RT2.5 J SIMPSON STRONG-TIE ONG-TIE ••;~.q 'b+~'•• MIN EDGE SHEET NO. H8 OR 1 1/4" COIL " COIL STHDB 4`f~,!. DISTANCE* STOCK FLOOR TO FLOOR Simpson Strang-Tie *NOTE SEE MANUFACTURERS AT EACH ROOF )F TYPICAL STRAPPING FOR CONNECTIONS: AB EACH POST FOOTING MINIMUM DISTANCE CHART FOR 8-16D FRAMED OPENING EXTERIOR WALL INSTALLATION WRAP UNDER SILL PLATE RAFTER USE 8-16D MIN. OVERLAP IS 12" NAILS AT EACH END, 1H END, CANTILEVER CONDITION 2LAP PER WALL TO FOUNDATION CONNECTION PORCH COLT J COLUMN CONNECTIONS SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER 12' MIN OVERLAP PER RIM JOIST TO STUD CONNECTION CONNECTION COMPONENT _ :w