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,. ___ ___3 __. _ . ........_... .„ . ..... ...„. 4457),V15--- 0(.2.3g ! i . LEGEND GENERAL NOTES •FRAM*CLIP SPACING SCI•EDILE 0.C.• Iil 1 S N I 1 771' :Tux:- , ; _..' . A.0,4 ,4.341..44 400,0,00 ......ri MINNIM i acuELL k SIAMPE i ,,,,33ters,04300041 to OF EACI-,5.4E4R Lij,4_,L. n.j5"EE m..., 00000,0,,[1 ',.TP1.335.83 COMMON x. !r4044 RALE i II, CEwONNECTaELD T,=O4I",-iE ROOF N5,iE4E7D;N"G OR ,2, 04 ,.3,43-"-od--.-c-omr.--m---roN x 38,08 . FLOOR64E47N ,- 50170OE4ofiTo7(3)331.,-8--: ---. I.z38.i8fa(F3,, e.125'74;' rR.ERB•Oo0_W.,1.„...0,,- >,, s . Li—zELRLU4L inJECCNECTC -E , , 043,133 „,, T „ i , , FLOORS4E47,-,iNC.1 OR FOLNDATION EEE , .,;,:, 3333.38;33 (3;3,44.00.0q D.'$0,444444,“4,11, ^ ' .' 1 ” 6 e ! , 1 IttmElt;DED.r.494j T`r-F1C,AL_ CONNECT,ON D.,E74,1Le FOR Z ........ ,,,,4144.-40p1s,0,,y a,Y1 --I r ; i L,==;"040./04.0,0 4 OE --''''l 0 CO a- 2O - 0'E CC:NNE-CO``.;,T la- , i 0 ,,;,,f,,,,0 ue4,3 04) .4.i 03P,40.44•0•A'41,040, I / I 3 e t ,,,,err.,444...4. 14; r3,444,404 0,44 2....1., 1.-," . E Dbubil 2,401 0 4 , i 1.1.11IV t,e _ ...,, 0., 4-4,0e.,4-.0, 10, .L?..4-.4 ---- „ age I Ts4o,...41 n4.44 400040,-,00 41,,4 418414 .!'g th..404.4,0 4.4 ISS !,&,,, 6)A.,no;stwort 4 14101ene4s. 1 '4 13 w.t3 P; ,0444,04,.tifl.il g.A. .e-IN i F.i0:,4',E S t,•,,.,,,,,,,,,,,,d„ .90,44,04,041 10 13 84, ,00, tr.,No.1 643,4000-4- • 0, • 043,P2 [ \ ..., 0[,1,,,,m0r,0 84. T, ,60-, ,. ,,,,!,044,3 2.:,, Ii i! I RI 404—, , 0 402443 0 V ... S1.i> ''.4.' V! • SHEAR WALL SCHEDULE • i - , -,-, , i I !" I i...5.-,4,., r,,, ;— , APA RATED PLYWOOD OR ORIENTED STRAND BOARD 0) I ; _1-...1..4) I , , 1 1.., i ,, A4104e N ALIO,44, 1 r.S.41.4.,40 4405.}.40001 °Oa 54 S!..!.04 SN 1 1 1,- , ...,,,44 045443,5 . , . 4''''.4....,..4-4404.1 1".., ,.338Z(3. "40 1"sp,%;;;1 .3833 i 0A0 I Nt•"• !\"40/1 4 , I I''''. I ststs1), L71 , -tt ;, DEN/G',..iE57 t I 41 .C%.,..'7 ..)QC,.7...t.R. s. 1: 1 I ! , ' ! • •• 1 ,r4:•:,,, LIVING: t; t ) I; i. ' 83 (3' ((8,a I Cz'RE-..-At 7 RV,. `,st../ ' ;, I; ts i --It I 1 1,..!,, . . . . , -- I . t Tr )1 AptaNct?'er, , , 3=3;3 . 11 i 8 . • • I ;, j;;;;;;; 3 4.' /%., '8, ,, t), C4f2.....451" , 1 1 14,1- 4! !, , !! LI/ 7 „;!,•,,c..! i :,!:: , 1 i't5t'II i t i ;(4; -4,, ; . 1 it . ; I; tr..,,, ; /11 !t „ , f ;_;_, • .. ''''''ri ( I 118388888.8.E .;‘8.81 ' ,: I i I / (I 1 !,-,. ........,, 11. . . '1 1II,0 11 , 34, I-2 II .--- , , r DININC.:: ill t \ ) t ,./ , , I i1 -,, ' t 1-146.)-TE II ;>1 ,,,,,, t or 04,1"!•N I 1: I 4 I\0, l' ! A.t ! • '.„„ A...4G4,:LA !! 4 ! 1, AA 4••4 ASO,S. II' i I . 0 . . I .. , .1,,' • ' / \ , ,/ JP>, 3(3, ,.;33 1 3'or ;2 4,-"'0041 ly, { i 1 I I . -„- .-, / '"P.4.T. 1 I I !! ,, 1 ! . \ , . + - — ' , i I MOMMINEMI , . I!,, 44:,-. i /,,r ,/ 4, ,4, i ,%,- ' 1....4.•A r 1 2'0 C i r nc i \ t!"--)3E.44- 030 4 T4'4-ss, 11 '.44/ t44.4,4.0.01.4.444t46•••!,,4 j I , !! I" ' ..,. \ : *,, i , , ._...i. . i .„ , I .,,, ,..,I'II'1 1 I II / ,, , i ,'.1 ,6+ ,,,,,,,,,,,,, ,,.•:, %.'" -•- . ,-+ 117..7.„.4.L.__„, . ,, ,•,I,-G,,,,c,....,Gt1,C; -0. ; ,,, 1 , ; „ ----,. '4 L.4 : (2:3,:t 4,10.0.4 IA 6t.V5 1.10[1t,•/,,,, [ P",,,,,,P1,1[. .•1''?'6.,[...":‘106.. [',I ;: 0 / el, [ Et...38 3 , i ; !I eTS:Se 1 11 1 , : i I ! , ti ., z> ..„0- 4,0 304,..4.4.4, 44-4a 1 r•' I ll' 7!' i \ I I ' • 4,2 ) II 3).7,!: * >"" '" .,t':: !:° '!: "6..:"'`'`:':':"!' ,t 'Fd" '4:044 ,';•"" !°,11I 11I;;;-!" -4.,I4,..,# 4,0 ,0no 4,041,..44,0.4.4- Elliiiii A 31!4'1 ,. 1 1 1 ift- '1.11..11 .,, , ij I I • . , , • I I'IS-").*;:_,:);,'IttI.t',;:itt,;`;".7);-,:t.`7,-.1:7;:-:;:,;'''' s't Cl) 1 • -.1 4.- !!! u): , 4:-; 1-----,---- : F: ,, 1 i ,I,,, , Iri ta. ' 1 4 ,..,, . T . I; t t, ;1 II ° II"I II,I'I;c1'-=t)t.t'l `"IX ''),I' 'tt.;r`,;..,, ,.1, ,/ I I ,, 2, 10 1-4 n P,P,or,P0.1 I 1 I . . ` I 10 ; 1 [ 1 I' • ,Jyr,•-333 I.!‘,•••••,./..,••••••• i ' / !: 11 ! 4,,•;114)1,,•,,,,,•;[•:'[-''' 1 [ ['!" \ 11:1111'11!!, ''>:I 1, '[7( ,; , I I , .0,,•/1'I .4'44,4'...°''-'14 f.,114 . , 11 . • ---- -.---:-.--___---__________------ 'I a,.,,-e..,;.N,./c,A!_•,cI.L 414c.4,.:.4,5,e.,4,.;-R4C...4C.=6'S.-,SaTbRAP ,„,,',. -- h -4 .4.II- 4.1HOLDO0WSN SCHEDULE 333E 24 4 ; 3P440441ILTS35, ,04 , , ! j , S-!: C1)- , .— ....„ - , \ .. .. . . , , A I 0430:-4 ' -' 1. , , ,/ ' '-,...,, „.,.1.„.„,„,„ , ,. ,-,,....,.., , I - 4:2.. '' ; 1 ;),-- -' 1 25,SNOW LOAD I '• tt , / ' , 1 .z. , . . , E,E,E)Et..E.,, '.' i . EEEEE EEE, E i • I I 1 I E E 1 1 ,E=4- . i (ST '1'417). 1 ,i,Li'°11 1 i T000, 1 '1 .Y. ,.' 4 , t..44 1 0 474 a 1 3-7 i 0, s'440 04 .../...J.,! „,.. : ,,,',4;,-=',',:r,,:,t,, -., 1 -,4:', !''=','-;, . , 1 2291 \1i- I\ FLOOF P'.,_,L,,,,N ii='P--',ER = cc P....AN 4,271 /00 P. 1— t.,s,,.....,,,,,, ,, : ..„,,,,,..,. , . ..,... '', 040 toTs.4.04-44,043 1 i 7 Li.ir rri ft,..:, 1ZUB 0-C..454,40,4 4,104 238.31( 333838("818.4.3.3148 411111111S .. -- ....... i z t...' 1 ,.,., 14.1 Z ' . it W; , 1... W ... 0 3 E 0 1 z: t 4 W i, „. age ri I I". ) „ , -- -- ,K,, 7-") I : \ t";fg0'.;;;E. IIII I ; . 11 11 1 !I•!.;! 1 ‹r'' 1 MI.MI ! 1 i 1 , C!..I, , ,I 1 , , 1 1 , 1•' C,)/ ' _...- ::,l..,e.l4,...+I. ER 0.-.E.....:..,e,Z. , ,._ i!/ .`' W ' .r.!..6.60./F_ .. f., I I :-... . --",,T;;J: ,I 17—,117ill'I'.. 1111111.111111.11.1111111111, .,I f e 0 : . 4 1 o I 1 . L. , •=,..,,:-...,,,,:t, el ;...e.fIIE %.00, v io ' ... .C.OrI-IIE,NEIII:e% I--I00....IN -Se COS.,eEIR ; I... — ; SCALE 2.4.• . •C, I ..; I I Emui • , , Tel RE,Eq.TO,0:.504lrECTs,...,4„ II Z ,, I if 0 , — i 0 . 1 ..! - . ,I it. 1 1 ili 2.5,SNOW LOAD i , lh ",-;`,...:,.',..;', ?;•:;S. t".I9PI .0 er4II.... 11.1.111.11111.11.1 =0 N D,L=7 10 N P ,z.'L.N 2291 L2 m 1 ..... . . , , ...., . .. TYPICAL SHEAR WALL DETAILS , mom..1 44 e 4 , 1 / I I I Boot sheathing -- 1 '' WY Float rafter or truss 4 ,) ISheathIng ABC dip iequired al blocked , i , diaphragms(see ABC schedule)) ' 21 B r-Ado I ' Simpson HI clip rg24-o c 1 .. To chord sheathihg tee schedule , ,! Boundary nailing Ed rovt Z 1 ,, ? f... - _ ,./ .,-` r-,,--- p ,,), \ t 2:studs m comons 50 6`0 c UNO - , ‘))\ 4404:4' I gag.W /,..."...7-..,' i - \ ., \ :: 's • #, i i g ----1- '1.--1 1 i -I-- '1- --r - Blocking with 8d 7 o c-- -e- Edge noSIng ..,{%. - "'w ,„1 , ! ,,,, I ,ecax s,-..E.e.,,,s Upper floor edge naOing -,., )1 , c 0,,1 77 . g , - - Sheathing to . / , ,,-, ' ' ''` ""'" match below -r---/- —.... , . — \,-., __ i . , / li" ,.^. „ ., Shear nailing - ::/ 1-(.2, -.' ...: , ,. ..),, oge 20 0565 050 St ' ' ''''' . 1 „ s-k"; , ' 1 ' I! 2'elax ,.,1))'-si').--1'17,,,,,1-'-',,r-'="=i1 / e, / Sheathing t Edge nahng --(-- 2 x skid wall ---- ., -t- t / ,4t. / ,, , , ,I break 1 ,,) d 1 . / , RBC SCHEDULE Web blocking, ,-4 ',„,. , , . S , (Root Boundary CFp), ,C I -- ,.,„4 / ; [i, / -,- -1, 2'max g,/ 11 • 1 C ....0,1 .- .. ,..,,....J 11,..... 1 ../ ._- ..... . CeNing jowls 00 11550 - - , ' Blocked diaphragms only 1 1' ! 1 / Shear riaikng ., ,tsi'' /. 1111111::::").1.)11111411..:::111117.1114C) . , ,.. / I ower floor edge nailing , , , I..'V , Req nailing Cap spacing A -- —4' i 1 . Lower floor slaggered , ,/ 1 , ' , ! (..,8!1..q.!! . 36*n 3 _______ : Edg..4.49 - .. .I., .---i ••1 '' 1.---1-i- i -i , 20 duds _ Ed te 4' 18"o.o Edge fleeing. - Il-'-4 ' -, , 00 ...V I 'H 5.I Sheathing see . 10d @ 4' 12'o c ' -' Sheath _ , i . . 2 studs - T. , h i Rafter/Truss at eaves - ..................... : Scale 1'=E 0" . . 14)16d each ado - . Interior shearwall parallel to trusses . Beveled blocking at brace-- ) Scale 3 4'=ióe Interior shearwall perpendicular to trusses 1 Floor joists parallel L30 dips at blocking -- ,. i Vt". SCale.1'.VO' 1 Boundary nailing into lookouts or F air.) f - blocking adjacent to brace „ , s , ' „ , Sheathing see schedule ---,, Ect commons 0 6'Os . )'4,, V:--Or )4 f 4. ee) INTERIOR ROOF DETAILS ., Blocking with shear nailing 4, , 1 Floor sheathing t 4 / , _J._ Fboipotu , , -•,„ /c4).).--,/),,..-1 4 r .----, Stvar hailing . . -- ,,„ 1`,/ `1, i`i e 4 ' .,,'/--.....," L 2 - ; 16d BD 6'o.c ,- . ' , Floor sheathing Upper floor edge narang -- ,12/ /05 .' 2 o4 fiat ohllener 21(blocking with shear nailing -, into top plate See schedule / _ Nailing to match shear wall \.),\,,, ) ! ' I Edge nailing - 4 11 /- 7, • , ' - edge nailing requirement ,„ .)...,,ffr,,,_. 2 x 4 angled brace I- "", 44.....?' ..,„1, Sheathing 10 1001011 1 / A s0,---: Nailing to match shear welt ,i=, ( , T,'. / / Shear nailing.see 2"max 4,' ,,, i wall below - i'" i ,,,• edge nailing reqtare/her11 111.1111.111111111.1111 / : ,,- schedule I r'', (A /./ /1„ , •Slifferwr they be(+meted L.Li 1 ' Floor sheathing ., / Sheathing ii .04,,, il braces less than 6' break ,noao ,. fj ---- '' , ,. f , ,_ _ ,_ ,-- .-f—.,, -- - --))) „ 2-2 ill-- -'—r'fir --—i i--J, •)! • ;t ! I • /,,s---.--,-• • Framing dip(see , SECT. AA . • r,!., 1,, !r.r. IV 1 • -,' ,, , Lower floor edge nailing - '' /,`...ir-- - schedule) -) 14 If.) // ',AI ' : . i Scale 1 1.2'=1'te it ..t. I 1- • IA1 .../ r r. .7 :I : ryi,..;.,r.; It r !')(1 v, , i ,=f'''' Lower floor staggered / ' ;,', •,e) , L4 . i ,,.. .e edge naikng .-_ ' 7- "7.".., '- ' Edge nailing - ....1--... s _),) . _ , , Connect ON to blocking / 1.:-.,...2; - 2o studs - i Sheathing - '-'-'''-' ', Boundary nailing into blocking— ( Il with sheaf nallrng 20 blockihg ,/il ',,.. - Edge narking 01451 2 a studs L30 clip Shuctural sheallitrig II . )i,. 1/) )/. d , E L ' 4 )1 Edge Nailing GBC dip Top chord Shear nailing See / = -4-; _ „,_ 2o studs li EIMMI4 schedule ' , 204 angled braces 48"o c-1-- 4 ,4, , Floor owl . , P'—rri ......; ..- 2 x studstZ'L 't,), 4-4-1XLi Floor joiss perpendil Structural Sheatcuar ii_i . hing ' . __ _ . Scale,1'e 1'08 ' F 2 0 4 angled brace . (4)16d blocking to ixace Gable end truss SECT 13.13 s .a, Wall _ . . .. _ I Parallel to joists_ I below Peipendicular to joists .ow EXTERIOR UPPER Scale (.,l0'' Scale t 1,2*=l'-0' I .. . INTERIOR UPPER FLOOR DETAILS FLOOR DETAILS • I' : EXTERIOR ROOF DETAILS , : :1 ,- „..1-, . . ,. _ _ 24 studs - 4 , 2x studs c Holdown per ICiailkA shown 1:. ,', Sheathing See schedule 2x studs -- .LZ 2x blocking 50 40. . 4 , ,, Floor sheathing 4 I Ect(LBroc Sheathing see schedule Edge naiing.see schedule l , , Edge nailing Shear nailing,see schedule , Shear nailing see tShear nwkng see: 1 ‘( , - , , 4 . . schedule - ', '', - Floor sheathing '-- Floor sheathing , L /, , , . e' Sheathing see ' l ; , , . Set , h) 0/ : Floor joists , 2x studs - -.1 schedule Edge nat , = y ii , , Sheathing see , ,' )) -4, Continuous double LAT Threaded rod per hoktown 1 Framing clip.see schedule ,,.,,, ., ming cUp.see schedule 'L • k . 'iI) ._,. . 57.6,..,0,4•RD CII, Muctsrlf.see schedule :;).; - ,-, ''' i'i for requirements , 5,-4.../..1,‘,..-. l. , - . • ..e 6c.sr.:,.... • , • Cord 24 ten - -^,, il ' ' "..4 / .4.Ft..V...ePes..•:. - Edge nall4ig , , ILI,..,,„2,.. Sheathing -- ” ,ft AL Sheathing - rerve:/ I I, 2x blocking(if 48-oc - r. / ' BF.4.A.N.6=,,,,,TE ....41,, ,. , ..... ,!.. /1 , ore jatartleimsceheorscbr req Ire 2 , and under holdown studs Edge nading ,--4 ,w-h--I".....X Edge nailare --,- 4-41,../...)44..Z ./ 20 SNOW LOAD ... •• * S...4 2' 1." P T plate see schedule tor 0 Concrete steno out - s , c.EE 5100010,,E Mudsdl see schedule 4, tor requirements -, ' kituds411,see schedule (4') r:.., ... 4,pI''''''I-- --.. tor requirements - ".. ,(:, , ''':',) size and anchor boll req , PIE , mud,iii anchor bolt Modsill anchor hoe . Er,-CaE ,,.•/.4 • ..., . . .:pz.,.., , ‘42,8- 8'Concrete stern mat .72 .77: (see schedule tor size '' (see schedule for st2e 00 `,' '' ' id 'L. . . , 6 spacing i . 8 spacing) ' . -''-. 6.(e4 .11 ),,'," „LE,r14L ] , El- 1 -- -NI-II-74 „ ,...,2,L1„,, . : 1E-il',--.....-T. • I. 'r” • - • i St l;,- • i Ai 11,p4 4.-- T-_-3,_ . i 7,6 '4,---,- `;--_, i':„-,„! .. •1 1 . : 0 . . --..,t(7... .,--1r--, .......,-- z.....,,:. ; Shear wall @ parallel joists Shear wall @ perpendicular joists Garage slab Standard A.B. Detail Floor joists perpendicular Floor joists parallel .. Scale &=,.. . r=1'0' Scaler-IT , Scale E=E 0 _. . Scale 1 5.__=10 Scale I'.=. l'0Scale J50 itoc,1Y‘sLI INTERIOR FOUNDATION DETAILSEXTERIOR FOUNDATION DETAILS Li - .. .,,•, .r .1',. . .