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Home My WebLink AboutA3.00 GENERAL DETAILSTABLE R602-7 1 GIRDER SPX45: AND HEADER SPANS'F IXTERIOR BEARING WALLS Maximum spans for Dough; fir-WM. hem -fir. Souftem pine and spruce -pine -fir' and required nurnW of jaclrstllds) GIRDERS AND .4 AxRs SE GROUND SHOW LOAD *Sir so _so 70 BvikW*wiN Beal$ SUPaORTYJG RII.d wal t iltu t "-• - 20 24 36C20 36 20 alb Span' 4.0 Nr 1 Span' 3-1 N.r 2 Span' 2-7 Nr 2 spn' 24 N.r' 2 span'' 2-3 7 : Span' par 3-0 2 5>ransw50aw' 24 2 24 mf 2 1-2x6 1-2xi s1 2 3-11 2 3.3 2 14 2 2-10 : 1IO 2 1-0 2 2,6 31-2 x 10 N 2 44 2 3.11 2 4-0 2 34 3 4-7 1 2 34 3 34 3 1-2 x 12 7-1 2 3-S 2 4.7 3 4i 3 3.11 1 3 1 S-3 2 4.2 3 3.6 3 2-2 x 4 N 1 3.1 1 2.7 1 3-S 1 3.7 1 2-2 1 1 " 1 24 1 Z• 1 2.2 x 6 N 1 47 1 3.10 1 3.1 1 3.11 1 1.3 2 1 44 1 34 2 2.11 2 2-2 x 8 7-7 1 " 1 440 2 6.3 1 S4 2 4-2 2 3-9 1 1 4-3 2 " 2 2-2 x 10 94 1 6-10 2 ". 2 74 2 3.11 2 4-11 2 i9 1 2 3.3 2 43 2 2.2 x 12 10.7 2 L I 2 6.10 2 90 2 6.11 2 5.10 2 84 1 2 6.2 2 5.2 3 3.2-2 93 1 1 7-3 1 1 6.1 1 & 1 1 6.3 1 3.3 2 7.2 1 M2 48 2 12x10 11-3 1 07 t 73 1 2 1 97 1 74 2 62 2 i6 1 67 2 56 2 3.2x12 13.2 1 1&1 2 86 1 2 1 11.3 2 WO 2 7.4 2 IN 2 7.9 2 N 2 4.2 x 8 10.11 1 84 1 74 1 94 1 7-2 1 6.O 1 6.1 1 64 1 54 1 2 2 2�21 [fll 12.11 1 9-11 1 8 4 1 11 1 1 tl6 1 7-2 2 9.10 1 7-7 2 64 2 IS3 1 1li 1 910 2 134 1 104 2 9.3 2 11.7 1 ill 2 li 2 aw.=ft taa0mcol1f- 1-2x6 1-1 1 2-7 2 2.2 2 30 2 24 2 2-0 2 " 2 2-2 2 1-10 2 1-2 x s 4-1 2 3-3 2 " 2 3 9 2 34 2 24 3 34 2 2-9 2 3.4 3 1.2 x 10 4-11 2 S40 2 3.3 3 46 2 34 13 34 3 4.1 2 1.3 3 2.9 3 1.2 at 12 SA 2 4.6 3 MG 3 5-1 2 4-2 3 34i 3 4.10 1 3.10 1 3-3 4 2-2 x 4 3.3 1 34 1 3-2 1 3-0 1 34 1 2-0 1 24 1 1 2-2 1 1 1-10 1 2.2 x 0 14.10 1 3.9 1 1 3.1 2 43 1 34 2 34 2 1 4.1 1 1 3.3 2 2•9 2 2-2 x 8 6.1 1 4-10 2 4-1 2 3.7 2 4.3 2 3-9 : 1 5.2 2 4-1 2 " 2 2.2x 10 7-3 2 " 2 4.16 2 " 2 5-3 2 4-5 2 6-1 2 4.10 2 4-1 2 2.2 x 12 84 2 649 2 34 2 7-10 2 6.2 2 3-3 3 7-2 2 3-3 2 4.10 3 12 x 8 74 1 64 1 1 3-1 2 7-0 1 1 34; 2 " 2 6.3 1 5-1 2 44 2 S-2 x 10 M 1 7-2 2 6.1 1 2 84 1 16-7 2 5-7 2 74 2 1 6.1 2 5-2 2 3.2 x 12 1641 2 LS 2 7-2 2 9.10 2 74 2 0.7 2 94 2 7-1 2 6.1 2 42x8 9-10 1 6.11 1 S-11 1 LI 1 64 1 34 2 74 1 SII 1 S•0 2 awe.rc Imlr �'t��a+■w 4.2 x 10 101 1 93 2 70 2 95 1 7.7 2 63 2 i10 1 7-0 2 N 2 4.2 x 12 124 1 94 1 2 L3 2 114 2 ill 2 7-7 2 116.4 2 L3 2 74 1 2 ftKodft od4t cumY � Ilaar 1-2 x 6 2-11 2 2-3 1 2 1-11 2 2-9 2 2-1 2 1.9 1 2 1 2-7 2 24 2 14 2 1.2 al i 1 34 2 2.10 2 2•5 1 3 1 34 2 1 3•s 2 3.3 3 3.3 2 24 3 2.2 3 1-2 x 10 43 2 33 3 2-10 3 4-2 2 3.2 3 24 3 311 2 3-0 3 26 3 1-2 x 12 52 2 44 3 34 3 4.10 3 " 3 3-2 4 4-7 3 Ssi 3 34 4 b2x4 2.11 1 2.3 1 110 1 29 1 2.1 1 1.9 1 2.7 1 20 1 14 1 2-2 x 6 44 1 34 2 2-10 2 4.1 1 3.2 1 2 24 2 340 1 30 2 2.6 2 3-2 x s 54 2 2 4 3 1 2 1 3.7 2 5-2 2 44 2 $.4 1 2 4-10 2 3-9 2 3.2 2 3.2 x l0 6.7 " 2 42 1 2 1 61 2 49 2 44 2 H 2 4S 2 " 3 2 2 x 12 7-9 2 $41 2 4-11 3 7-2 2 3 7 2 449 3 6.9 2 3-3 3 4-3 3 3.2 x 8 6.11 t S-3 2 4 S 2 6-5 1 5•0 2 4-2 2 6.1 1 4-8 2 44 2 3.2x10 87 2 63 2 3.3 2 7.5 2 5-11 2 34 2 7.3 2 5.7 2 " 2 S-2 x 12 " 2 74 2 62 2 9-0 2 7-0 2 3-10 2 8.6 2 6.7 2 S4 1 4-2 x 8 84 1 6-1 1 5-1 2 7•S 1 54 2 4-10 2 74 1 SS 2 4-7 2 �� ,• 0 KLa-A�ar•uU 42 x 10 96 1 7.3 2 6.1 2 810 1 6101 2 S9 2 04 1 6•5 2 SS 2 4.2 x 12 11-21 2 L6 21 7-2 1 2 1 IO-S 2 i 0 : 6 9 2 9.10 2 7-7 2 1 6.3 2 (cnnrirl" 2M 2020 NDIANA RESIDENTIAL CODE f��^w �.Z'2C IrL i 4pra a••••.K. •b•�rr•r,-e-c: =•c•a■r.-.t=-■-r_-e•e are us.t+rs•e xxe: tr a : aa+:.1 � a • .vn-r d r• ••w-•-;:-:•Y ■-. s...=. � :N •nr vene>t1 p•-■ • o :�.••.-er TABLE R602.7(1 tirlued GIRDER SPANS- AND HEADER SPANS' FOR EXTERIOR BEARING WALLS if la)ilrafn spans for Douglas fi-rarch. hem -fir. Soulnem pint andspruce-pne-W and requied nurroer of jack studS) - -GROUND SNOWLDAD65T-- - - G RD=RS AND HEADERS SIM sJ�PD=.TNG 30 so 70 Buildng wid!N• (flee* 90 24 1 36 10 24 1 X 20 24 26 sport' 1W SWI Ni- SWd NJ' span' NJ' Span'j N.r sosr' nr span• 1a.r Spare' NJ' Span' to 1-2x6 2-9 2 1 2.1 1 2 1.10 2 2.7 2 2-0 2 1.9 2 2-5 2 1-11 2 1-4 2 12x8 15 2 28 2 24 s 33 2 2-7 2 22 3 11 2 25 3 21 3 Red c.Illl1� awl lw,. w1we1<- lkrl% *xn 1-2 x 10 40 2 12 3 2,9 1 3.10 2 3.1 3 2.7 3 34t 2 2 11 3 25 3 1-2x 12 49 3 19 1 12 4 4-6 3 L7 1 1-I 4 41 3 33 3 2-11 4 2-2 x 4 2.2 x 6 2-8 40 1 2-1 1 1-9 1 24 1 2-0 1 14 1 2-5 1 1-11 1 1-7 1 2 1 3.2 2 2.9 2 3-6 1 3-0 2 2-7 2 3.7 1 2.10 2 23 3.2 x N S-0 2 4-0 2 3-3 2 440 2 3.10 2 1.1 2 4-7 2 3.7 2 3-I 2 3.2 x 10 2.2 x 12 60 7-0 2 4-9 2 44 2 " 6s 2 44 34 2 3.10 3 SS 2 4-s 2 34 3 2 17 2 4A 3 2 3 4d 3 64 2 34 3 4.3 3 3.2 x N i 4 1 3-0 2 4-1 2 6-0 1 4.9 2 41 2 " 2 44 2 3-10 2 3.2x 10 74 2 5•11 2 51 2 ILI 2 56 2 4 S 2 " 2 3-4 2 4-7 2 3-2x 12 8-10 2 7-0 2 3-11 2 u 2 6.8 2 sa 3 94 2 64 2 54 3 4-2 x N 7-1 I S 9 1 4-11 2 6-11 1 S4i 2 4-8 2 6.7 1 3.2 2 4.3 2 �cwlc.rc aorr• 4-2 x 10 8 8 1 6.10 2 S• 10 2 83 2 bd 2 S7 2 7.10 2 62 2 S-3 2 4-2x 12 10.2 2 LI 2 Ll0 2 9.8 2 74 2 6.7 2 9.2 2 7-3 2 6.2 2 RIx11.t■'11111R,. aW Iwo clew ON" wvI1�craw:uc �Ctr■•f1, 14.�i i 1-2 x 6 2.1 2 1.9 2 1-5 2 2.1 2 1-9 2 IS 1 2.2 2 1-9 2 1-3 3 1.2x8 110 2 2-2 3 1.10 3 2.10 2 2.2 3 1.10 3 24 2 bl 3 1.10 3 1-2 x 10 34 2 37 3 2-2 3 34 3 L7 3 2.2 4 3.3 3 2 6 3 2.2 4 1-2 x 12 4-0 3 34 3 2.7 4 N 3 34 4 2-7 4 3.10 3 34 4 24 4 3.2x4 2.3 1 1.8 1 14 1 23 1 1.9 1 14 1 2.2 1 1.9 1 1-4 2 2.2 x 6 34 1 24 2 M 2 34 2 2.6 2 2-2 2 3.3 2 24 2 2-1 2 3-2xN 4-S 2 3.3 2 2-9 2 4-3 3,0 2 3.3 2 34 2 4-1 2 3-2 1 2 1 2-6 3 24 x W SO 2 3.10 2 3.2 3 2 3.10 2 3.2 3 4-101 2 34 ] 1 3.2 3 3-2 x 12 S 11 2 46 1 3 3 '9 3 5.11 2 44i 3 3.9 1 34 2 4.3 3 39 3 34 x s 5-3 1 4-0 2 9-5 2 1 s-s 2 4-0 2 3•5 2 SI 2 "1 2 3.4 2 3-2 x W 6.3 2 4-9 2 40 2 1 6-3 2 4-9 2 4-0 2 6.1 2 4.8 2 44 3 3-2 x 12 7-3 2 " 2 " 1 7-5 2 3 i 2 4-9 1 7-2 2 1 34 3 4i 3 F2 x 8 6.1 1 4S 2 "1 2 6 1 1 44 S6 2 3-11 2 SII 1 4-? 2 310 2 4-2x10 7.3 2 34 2 48 2 -7-3 2 2 " 2 7-0 1 2 33 2 47 2 4.2-12 016 1 2 66 1 2 S-i 2 1R6 2 6.6 Z i6 2 L1 1 2 64 2 34 3 Ivr CI 1 aah = 2s a tnln. I plxw pn >�1• Nx4 = 0 M79 tlb a Spm we Ama w led and aamn h wow sm tlaaal tam aaawulll W.1p plty■•rt -A INN No 2 F3& h1111h•l 4 1I.flll;taa Ill Ixa'h. a■'111 on. S"41111.'r11 6mm..:110 n e. lrrfte w11r Is must prrjlrladreulr to W rater Ibrw1labs WtWOM MOW aho'nn, >pltilir are jl'(Itlllhd to be MAerpolaWd 4 NI = NeeftV of Jack allalla rr■plit,41 141 r ifl on'h eled 91%w IM• ra1n11n ul toprxwl pal 9" IVn1t..x■•. IN* b. 1.1 I t4 pnaaald h11W re•Inlolw by a x"Mvcd Ramble Ambw WxbM W tl,r pall hrlpk rA and and to tlt t ada r I bW. _140 psi jpnxala pxOW 111" h• I X.•• at ohaft I,o.Mnx) *11w 1.•r11 a Vc , 119x1 W Iwl as■1 the reed Irve I.mw1 a I.jal 6".4 ►•a Mal X1 r61 1 Spax are caL7Yea MmmaP t kT of thr hra&*r ur ptrd t Iz b cnlly twxrd M prrjvnd►:ular Irunwp W37r t>r WV of lhr hnY r tit pudrr is trn bL-ILM Onr4d flan erltlaap111,M". ►pxb Will lot, ito Ilk- 1a a.1ov 1 Ixt•rblyd .jlrn% hM howi&ll\ IN40,Wany of ' K. 1 I11.,4 ' 1 aln? 413 11 h' IIIu111W'1t N'r II -1, IN Me bm2w or jll"M W he da lippw T.O. TOP PLATE HEADERS IN LOAD BEARING EXTERIOR WALL -REFER TO TABLE R602.7(1) IN THE 2020 INDIANA RESIDENTIAL BUILDING CODE -FOR A MAXIMUM OF 36' BUILDING WIDTH -GROUND SNOW LOAD OF 30 PSF AND SUPPORTING ROOF AND CEILING -(2)-2X6 HEADER (3-10" SPAN) -(4)-2 X12 HEADER (9'-10" SPAN) 50 T.O. FOUNDATION 1 SEE PLANS FOR DOOR SIZE, °C } w LL � 0>LL VERIFY ROUGH OPENING SIZE WITH MANUFACTURER 0 LU N ZQ C Z U)O� OCR ~ rn a0 c3 DOOR/WALL LU w z ROUGH OPENING wDw LU 0 _ = NUMBER OF JACK ^- STUDS VARY BASED 0 ON SPAN AND HEADER SIZE SEE IRC R602.7(1) ROOF RAFTERS (2)-2 X 4 TOP PLATE SEE WINDOW SCHEDULE FOR w WINDOW SIZE, VERIFY ROUGH OPENING SIZE WITH MANUFACTURER Ir = O= w O J LLLL lo LL Q =w� WINDOW O > _ ROUGH OPENING N p LU N z_ 3: 75 NUMBER OF JACK 0 z LULU z - STUDS VARY BASED U) 5. w ON SPAN AND a_ O EXTERIOR LOAD BEARING WALL TYPICAL FRAMING DETAILS HEADER SIZE SEE IRC R602.7(1) c� LU _ 0 IL U) z O Q w J w w w rn 2 X 4 BOTTOM PLATE CONCRETE FOUNDATION WALL BELOW MILLER STUDIO CERTIFICATION NOT FOR CONSTRUCTION DRAWINGS FOR VARIANCE NEW ACCESSORY BLDG 13835 Towne Rd. Carmel, IN 46074 Project No.: Drawn By: J. Miller Checked By: Scale: See Drawing Issue Date: 02.27.2023 Revision # - Date of Issue: GENERAL DETAILS A 3mOO A3.00 1 /2" -1 '-0"