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Plans (116) Sr-co1_s---. .a5:_._..‘4-«0,..1._54./ii1e7A. • . , GENERAL NOTES LEGEND i '-'14:Lirirc I 40 m(kr,s, i., •FRAUNG OLP SPACWG SCHEDULE 0.C4* PLE4SE NOTE I !Lax, ikleTPE 2012 IBC, 1 .41P 6 41INE4ki. ;; , . _, II E ' IIIIIIIIIIIIIIIIK. ---Animini x3).A.I 1,341,,p,A txxxxxAexi:e. • AA PA) e.:A.b",e9, ,,,,, , . I ; AncicH cc,r.e.,,,c,cecHc THE TOP OF EC A SHEAR WALL?-1.S.T 5E- , ,, ';P LIPFA3t,8'9909779", A 7A9L.ONC,NA117, PPP She AR WA AVA.,ea, SAW,LEP^'(Al C04.WON A 3';,ONG NAAS CONNEC7EC;TO THE ROOF SHEATHiNG OR ' JExe e ' OREGON ,,..„,..,..y,:•„%tx".....Vo,r,,A1.,,X,,,c.,,..,,tx,a,,,,t,...,its (4), ,,,,,,, ,v,„,,,,...., TA, 1,5E I.S.CBI C" e‘%,9 CIPN, 1 W ti g FR AMINE CL ,r,I:r NI, FLOOR Si-lEATHNC-, THE 5C.T70'!OF E4C;.; i. 1,,,P e-47,!•1! z E S''L AS WA- i IP< 1 A3E7 LE.50 1 -.Ere er..--, , .k. 3X`31.4',Al tqa..,,Kr e.-+EAR WALL MUST BE CONNECTED TO THE I °I,T.R0414 I ...'a 9 X 7 : F.LOOR 64EATi-HN!!,f,' OR FC,INDATION SEE ,”s,,,,,,,txx.4,04130,l.A,314 1'24,9,, a,!,. 2t, 77 ', 4E" , '1•" 2i' 9 9:bc mte!•••••9"by One.Ara' 1E- ' T--R1CA_ CONNECTON DE'AILS ..., Z ; -> .,..L....w.o.t4, AF,FROPRIATE CONNECTION : .20- ',5' CA!!eemm le ce7ty o•teteoul.c, T.: : AL(RCN•CVe 1_ ! *RA.4,44,,X&V.nbeerrenre .",.. b" f 7" 12 ! 8' re.,343,44 X fo A Ano, ,,,,ea, 7K CO.....e ie•3 34 C .,040 7 , _ A\ Lc; A r ! a' I A' (5).A)`boo,5.5tem 4,09.ber ex.bc " '1 ..,b1c!Itd WO HD,H..rc me9•59,-• , 0910111 a ,„!7 9' j1 ''' ,-' rcntec,ot 1M. ; "e"" JO 0.eevareae.Se,0611,,,,,, diali i . r 4,....- ... -1—.6 8 Txtc.,21,5 7.4.,.. / xxxcx 0,110!dip fp'..4x7R.ti A s- , , I 9' 1 79 CI)fece9:44,-,e- A.,-^-, WA 46x4,,,,,A 0,3,2-t- ,04,re,,,,,Epor-4 0 9.48•A 'A sneer c n+4843 at ad arema.aa 0'62x?9 • SHEAR WALL SCHEDULE • 3SM1C'2O(E ) APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1),_ 1 O,S'ENV,S('AU E(PeEr74 1 soL r rE I e,^0 p4Art AEI rev, ...4<kpi..„ ,t`Z4,1 i,..E4 <,,F,<IA,11- '',. i 8araca 1 UI'- ..,, •craextre e (e.) ME .-‘,„ i e*n r. 1 2x .8."a ea i MN 1 iS e el, '1:••:. i '''''''''''' 1 ai 1 ____..... . f - ___ . __ _ _ __. 7.1•4 • „I-0_, .,a AV A a a. A'AAA , AA A,'9;9 I*"j ; !' 1 , _.,. 9 i . '',...m"1 9 tei ,. _ __ CXE:=CiVarrTTrE)...-.. * finsimillio • (46) ] i--inse...-e,-..1,.. - f •- , ____. •f "1/4- 7----77.77-7 , !j j j j_ t - 14, 2"OC A CC 1! IX ”.!Ci C H•(el.,,1,4 , k c) , f. UA . . I ..• -, ,,. C.) r(,:. 1-.1H.3A ,7'.,x1 2C' CC I rerr 14)i ..." ...1 c_____ PI 1 !909 ' ' ) 7; ,-.-.....e..... 0.--: ;11 l i.C9! „ !!j>1! ,!!',_ • A , 4 3 C 5 ....- ,b, b, 1 •ce ,, . 1 1.1.111.11M.1.1 ' E.• 'la 9 9.-''."7. ! . . I . A. - ..17,yryi r I).e.4,.A' 1 CC 9”C. .1 le 'A 0.,, K.,. 1 , 1 i -, L;. (AL,1 C.1 L • I xx.......xxx, I j j (pc> I # cce!He Setwe c Ec 943 to AM 9,4 a IA. IScS V.1"•!;-9.,ere,kepe v.se, ee e...4.,,v I :: i t-r,,eetrenee,e,x4x1.6 4o,,,0'4"Ix S 7 ! '7 • . . • 9.."Cam,0 cape,Hee.;c cc N.cccmce!0 eecH9, .H09.,,Heece". ; 90.et3t,x)),;". FM•r!..mc•te."teccetc 9, , C".39,A 2,e""err",34 A'01,2".•Alec,el,.0 '. ; 14 -AT--'7 ,c ; ';;;; E"."4 I .,----i----;,- , ,„,..„00,.,,....;„:,:.., ,,,....0,,,A,. .. --4-----1 0:0_ Fr 0 1 , [-.1 / j I ,. • I Lij ,1 F Re,0-H7 at•mcle;c Ice!,......,...-,91 c.c.,co II.I(•,;.‘emece He pm"V to,/cc, 1 \ 1 / . 7 -4 -7.7-77-7" Jot— C:40) Z'', Ix:ecc•7.vemer Awn c ' c,‘"; / 1. m!,,,re•379•97A,"••''T''.' .".''. / \ Cr.r) • I '''' 779 / 1 „ xxxxx.,4 3. 4 ' 1 , I X,Coal 31 A.60".9,;(24'69 to--9!:99 c"...e,enc.mc , 1 • 1 N 0,3xxx.234C,Itx3 xxxx.,r4oxl 0 e.xxx,...A / EeE.E.1610 . MU_-!. ^i 1 VSAC52 rie2.• I.s,...,,ea,MC . 0 . / : /1 j , .. 1 _a I . , , /Wee et,er metec'e 9 ecc.e 0-9,-. • ... !I "5\ I '9'7 3",24,,44,4xXxx3.Axxr.4.0.4.,44,331,A. 441, , x"'. I ..3 C., i . _ - xx:x • HOLDOWN SCHEDULE s -0 , Sr;;PPEEE 1, eA.Sbbee9_19"9: i,..APAC91•4 ..", eS "...9 , ! NO.'S,. ": 7! c f7J moat 77 DS) ' E .. ..; 4.. . , r..,.. <P. ^ A, EE ..- x, .76:,s,:, t::',:Y.177, ix', i ,,„x„,,,,,,„,,,,,,, ,xx, 25#SNOW LOAD A 1 54,2, '. :A.A)ot....A.,. <-\-5;.i' 7,4,4 K.',,,, , AA,-,..,,,,,,-, ,', • 3...4' 44.l'ex'x'4,.7,',1 Al X,34 1 Al 3, te;..,ReL22'^..Le.9 .." ' 11 4,A x. , I , 5M im, . .',..,-.7;....= S....";.., a•aeraeler. . :Icr era 4-4,4,4 . Aim " 77!!•7.''i 77 1 s 7,7 H. ! 77"!7•7 77707, ! •,1<2 I 1-•,,,,,4' 1 ' w .la's 1.11.1=111111111.11 8II 0.....•yeatere • ......'''''' 1 ''' at.ea-e (:)0;2 P, IN 221.97 ..,.. -........ . E4c 4,...4.E aea' • '.0" ' -----a:' -Zs,ei•6:1e'H.: T ,G' c•...1,..,ea.*.. ,„,,,,,,,,, ,, HO','4 :.•m9".•,"..Vg!..•0.sc. 1 „„...,,, ! ‘,7;;;"9:9".:',",,,7A,'9,, Ll ,„,,,3, .xt•A X.XX nxxx 0,,, ' ! riO3aJ ent,4,4 L ,..:-..,5,1..,1 (C9)-7.!_•.3 .•)449,99 Pl 1. • t•." .....‘...I .4 .Z -•• IAA I,1 C7& ie Z —- z 0 0 n_ Z Mr W I 004' Pa- , ... ' 1 \ - ' MOP,.•t.CICAti.04 r . , /----,. , -6VE brt....0.... 1ii -: 1 . . J...,-„--. : ' -: . ...,..._—......... : I U F I_,. i Km „•.„,,,......0\i , . . "rt 1 -11..Ervt•,”• f----- - ' ' . I W.14 .1" 00.i.•60...c..[ 1%, 1 4-..,. <t.7. , 4(4. ; 4/ 1 .(-(i‘ I i , COO Tr, , en 1. ,-..«ORR '! SC.,ECUi-E• I TN, 4-4OLDC.:4"LiiN EXTEN I <ITCJ--1iN 7 0 I 1"04 ,,_((,, SC...LE 314' • I•C% i-III-1:X.{1,1 /e....„. I.•":/::, / ' 1 MI I -P l . M1111.1.111111111111111 . ... . I i I , „., -I' I i .. . . r -- _ __II 1 .II 4( *r— , ,,..IN iN.s. EZ-...•E s-1.1•,1.* •. i- (2,Zrt CIR 1,1*eofc EIrrs'i"Nall._04- ::•, ' I I11: C) 22.2.1,..Z72,0 ' .- Eir., LARIGE51 C.It+0.• ...i. r Cr:. .6•CC.,EV" /, "' f.Cfkl,..5•C.CANE . ,1,2747.77474.4a.,.. 'i‘ I, 1 . ' I i ...Z.•20 OP ...IA?. I..1 ' ErtTEND Solf..1. ,,00EF.8.EC,rtte.: 4.4,, • ; _. -E. Ca' E 4T 'II-1. ! apumm I , . 1 I I i / I , I% \ 0„. '' ' '.. '''' •I'I''''' I i / • 7:;.:7 \. I e., . : ,: ; h _ CO- ..,--ioLc,i2-4 •:-., :c..c_-:-RTNER .. .,- ./ , k ‘''',..' 1 . "--::/ \ =..-r. 4(..-->-4 L11106682.1C : , k\ f 0 D AfflAvosesse4 ',-P , C"Iiri I ,se!, , <,----,,, , i IL ' DECK . . ,.., ..:. ,...- il L..., , ..,:h,- r :r— 0 0 % % 1 -F 1 - . 1. • 25#SNOW LOAD I , 'i 7 i;,.i.•?,' •,,,, I .,. i risiminmml \,41/L IN PLC:X: 2 219 77R pL,L,N . 5C.....E ,/.4. • I-0, 1 , , 1100B cap., E„,,,,,.., .,..........,,,,,,,,,,, ..., Ammeimmumm • - . ..__ . ..__._ __. ........._ _ ,. 1 'vravimmmmv H , 4. • L LSI , , ,..,..„.._' l':....1..„0„ re 6 r , . , Ma"ii'•i ' I RESAR IV ; . i . ! ,•10,OC 1 ' 1 . „ ik...FFM.E.A-PR,A41N..74=. R y.1 pu,..:.wiOlot 04-..,EE- A ; :-..„,` , , ..•4,.4".• I mak 7.,''''''.*44:1L"._,r• *Jo 4, ; 1 r .. ,....,_ H. 1 ...PERE PIPE .....TER-• 1-.:..34:', Famc 1.0.,..w,-.r*0,,,,i,„ 2,‘,t ._ MI i ''''''''`P„,,:°:..:,.. • I LEvEL 6.o , I II iK,I, •.•**7 cc *i.: - ,..., i .OVER A-C 1 1....4 SI •• 1.-- ''-' i• 7::Le•t•-•3''C••• ' . -77- 1--',,,,-7.-7' , - - ( " ...... -- ---" , ;441Nlia. Fy.40.000 PE - ES •-74-V ; Ir! 'i II = !t-,E.C.ECcevACENT ctc..tC,PRSURE 17'.-- i. WI WALc„,.. .51a.ti ,,,, • c ! e 15,..44 1-1•i BAIR".t.i,.','e.,4_, :9:..,1-•,,, ", i -s:-T e. ,........2-E' odi•16'Or. .4 d,8.CC .u,,,4. p c ,t: ir .'', e.,„. , e.), i ir■Nuii , e• • 1.4.is'o.0 1,4. •I.V CC I...Ie.,c.",_ ,^. ''''-',. &1 CRA•'-''W'__SFACE- , e -.,,4.5 ...ye.Ct. I***it.•oc 1,, *e•cc 1):,, , F OnER -0 '1 ",..”,, i . 4.. ..11111011111111111.. TWE CM.SER,Sal.C,ER MUST CON•AM TwA4 TwE SPTE ScECP:C Cc:ND...IONS...R FIE01,6,EE,T.'S PAMAMETER5 Cf',OS REtANNC.1 WALL PEASE I,REC- , , , „.„.„..,...,ICJ TME CaiSACT IN.CPC,A710,1.PRO,,CEP Os.n...E ArrAC.EC RETANNC,cAL:=C.E5Z.:CAI.C.LicAT,ONS 1 _, t"-.=-74,,INING VIk-.L_L_ , ,,:, 1 4. .__ , ,,r<0.i,5,...---A,..E ,..,:, • ,..0. kV,..c ..'l LS U I . r lg ptg 1 (2. 0,.. e r. ST4 , a 1,) , a , i.,,,,,1 I , - , :,••• :! I 1E111104 aoNL.:,e, 3 ii3 Cdr.) 3 Ir 3, g .441.P4.1"EML,E30,1 .' " ' 7... , .. ...... . ... WA*ERPROOESSZ PER . - rrr ' ""ER SPEC IS PR.OR,C. c .. i 0.C,C CONT 14CRZ I AL,C0•4.)a , , • ?.•?'...:L.. 1 a.1 if- ,..- ,,,,, * , -<,,,, t , . , m ! c... '7. ..'044 i LV•REE.S.,,,,,,=„1 ,. II I GR-1,1,4.4R 1M, 1, I .. aS-.0 • 1 F(' . II ., _________J ,ip.,,,,,:j.,, .ylcleii4- 11 FLt...i.11),GT.C.NEE. , .0 ot.SOVE .-._.1 ,,.• •.3„•• 3 33. 3,419f,C V i I I L -17 ' 7-7/...A' e O.11 ,,,, „, . ._.'-/ (:)--I , " - ajRA,...47,9,...Tr,7 , ,an.4...„4„ _ „.„ „ '''' , ASP,11,"1 i''' 1 ,-.C.R•iCaii44, -"„ri."' A 1:7' ' , , OR OS_4ST----''' 77 ,‘,./.-f,.: .., 1 4, I INSTA.,...t,....12, , i-; 1,-i (.: -„..••17 oc--,,,g,,,, . .-,--1.- 5EECRE E...-‹.., .......I,,i., : ....- '., I , '-' I - * .."0 ..), ;4E- .1=7;--4.' • ' ' :'-'-, •i , '. _71. "' ' -.7"...i <,.41i ,- ic•„,:,,,,, .. 1 .4 ,, 0 c_. . .. .., I , 4, C.,_..,.p.:.,i„ A F c•COCO ... k•. 's , F,.tat'fikZ,Z Pe Pc..'Y I. - ""1" 2iciN *, Prom01' 1 .,* PS4 ECNIVALEN7 c,,,,c plicE55,,,,.E i 1 j t4C.V 251 SNOW LOAD A ' ," i e 41 SAFE-S.'ISAR 'SI" .L.'41R• '0' i I'I._ •' , •'7,0.'''..;-Ail R4 4'Z'OC";,71..*.,PC.,--',it IS.CC ,1".•1:, , • •• „, ,,..74-:,-,-, • „„ •F.w..•cc ,.8.00 t,a 4.00II . 0 Z-a.,.•0.1 t'-C. .-S i .7_••..s.,,,.0= ',,I e= 1., ,r...__.(.,•_ •-E OcKERTSJ.L.DER,...,S,CC'.aea/..c.t t 4.S''E gwcEcc,c cc.crt.C..,.<16 AWL RECM/S M<EE,',..1E PARA.-ETERS Cc 7.-,6! TAINING WA:- ,.i-EASE D.RCT ..,.., '... ,.. ALL 'NO...IMES-0 T.E.C.,,,NTAG,1,00**71),10,r*Oa,Det, THE Atr...0-E.0 FE-ANINS•WA...,CSS '.C4,..O.1,47.0,4 INING \I 1 k,L.L._ '. .4. , ,:, 6A.M . . • -0' \: - t i•.., ininlmmilii;1 - ' .. L.,..._.....O....-E V.L.,,. I 00 22197 w 13 1106.1b 3/3.33,333,, 3.3 33333 333..3 4,-,...(441.7. ...„__ ''.'I , TYPICAL SHEAR WALL DETAILS ,,,....,1 .„ Roof sheathiog iiiiii Z'7. - . Root ratter or trU44 -—,,,, "•::, . ABC tip required at blockedBe led \ . diaphragms Nee RBC schedule) - ,4° . _ 1 , ' es/ 0 Z ' Simpson HI clip rP 24-o.c. ., -r - : 1,- a': :.. . ... . Sheathing see schedule ' W 1 [ 4 60,4 , ., Eioundary netting ad \ 1..,,,r, -.;y.77.1 , . , commons kb V ot UNO - ; . \ \ , , ...,,,e IX Iii`- 1 (_...-87.../..' \ '; , - ij,,.4I 71 _II,- I.,/A,1. - --. - Blockmg welt 8d 3'o c ...,.- . --, :x: /••cc-8 re...,X.C. -SX •4 , -•. 1 1 dike ,:i -,F ;t ''' Oppe,floor edge nailing --- i , \A, I/ ",..,- 4" match below, /- 1 , / L4.,, ' i „',1 8 , -4 .1.' ::: . Sheaf nailing ---_I/ ;-.1=r-, r, r. , , ' • - • / 2'max ''''N. '1'1'1''''''''6r:"'-''''''. 2x each side of ./., ,.,.,-..i / ,, . , ws „” r,. } ., Edge nailing -.-7-'- .,....,.. Sheathing .„,,..„ . :, , , I. / -4Nre 2 x Mild'val. , / break 3,1 ,-/: 1,' RBC SCHEDULE 1 . , 1 I ' 7 .; - t, 1 , 4 Sheathing- IRool Boundary Clip) , . -r- , Shoal 1' e 9t4EATee4 444 x0 - 1 e I{ / 1 e i Geihng'joists or truss , - - , I Blocked daphragms only _1 ,teni8WOH.'ase= 8.1 ,PEN SX.SC5 OF ' I Lower floor edge naHng .../,",-r"'''/, 1 .; r Req nail --, B-...o,s< ,,-,-, , ..,i...BELO, ,. ./ , : 1... '9 9.11?,.P.*.'5-'.8 -,04 te"oc, --t,t"7 8, 8' 1 Lower floor staggered - ,' k , arias' , 36'o _. \., .. 504SC E.,..4.G C..0 JSF n',.1;r. ,. 1. , 2 r studs e ' 8d ig.4' -' ..,,,.., , Edge nailing - ., .' ,---------r-Ef----- IP 4' I sr oc. I Sheathing see ,SEE SCreEPs.e..E: v. /1:••• Sheathing I i KIN '' i 1 Rafter/Truss at eaves NM _. 4)164 each side -- Scale r.v 5- .. Interior shearwall parallel to trussesBeveled blocking at brace Scale 3,4'. 0' Interior shearwall perpendicular to trusses Floor joists parallel 430 chps al blocking _ ... Scale 1'=1,0' Scale t'=l'0' Boundary nading into 1006001505 i blocking adjacent to brace . _. .. \ I . Sheathing.see Seheduie ,. \,--.1,... .., (141) E w-% INTERIOR ROOF DETAILS 1., . Blocking with shear nailing , Floor sheathrog , 'S. -4- , B , 1 1 Shout nadsng ____. , , ( --) It) 6 • •/ 4- i . 16dtaVoc „, .--- , Floor sheathing Upper floor edge nailing - k j ,. ''. ' ," ' 204 Dal SIttlenat' -- 2x bfoClung with shear nailing 4' / 204 angled brace Edge mama k info top plate.See schedule. , ,._ -- Naihng to match shear wall , , . : . 7 ..I : f '..3. . edge naerng requirement Sheathing to match ' 1 s„,_ l'H..,-s_s_ie.A.,...,_=-...-_, / : f. , i,T Naeing to match shear waN ' / wall below. / .,----Shear nailing.see r max ' \ ,,,' eye /// ,...".. , 1 1111.1.111.11.1111111.1 edge nailing requirement schedule ' ,.!. k.'A ' / ' — Stiffener may be owned Floor sheathing Sheathing . 4,, / 4 brace is less than S tweak ;l; 1 • , ( , 1 . .e.== i y / E.'''''''"- ,r-s-r,----, .; . ,,,, SECT. A-A ,. , ' — Framing clip(see „..// / , 1:. , Lower flour edge nathng ^ -- ' -''", schedule).. - 't i '..,,/..2 /' ::Alf 1 Scale.1 12'=15' 1 .-7.. IP ,` _...„...., ! Lower Hoot slandered /11/ 8 l'Fts I , - Edge narling 0: edge nailing -- -.7-.." ' Sheathing-- - ,. ., „ Connect pig to blocking E`''420 studs``.,,,,,...._ Sheathing ,... I : Boundary nailing solo blocking.__ 1 with shear meting 2x blocking Edge oaring rr,:ggP;see ': - !: ' 2 x studs .. , 130 clip - or yoist '. : ' l'• -:' .';' / .. • Ete -"---• tructural sheathing -I Edge Nailing , Shear naihng,see ,- , HS -4,-_ IMMII:1; 2 x studs - , . 2 it 4 angled braces 48"o c y 1 , . , II 0°2) =....1 -2 x studs Floor joists perpendicular 1 ,, , j- i Strucheal Sheathng Scale I'=1'0' Z ' . . .'4 2 x 4 angled brace - ' 1 , 14)les$blockir lig to brace . . Gable end truss SECT B.B C:) Parallel to joists Wall below Perpendicular to joists waiibek. ' EXTERIOR UPPER Scale.1'.1'S' Scale 1 12' 10" INTERIOR UPPER FLOOR DETAILS1 FLOOR DETAILS , . EXTERIOR ROOF DETAILS . i _ _ ..... -- , Holdoivn per location shown .,. "'jr - - Sheathing see schedule =42o sludso 2x blocking @ 48'no ...,, s.. I 3: '::18 . ---.Sheathing see schedule 1. Edge naihngsee schedule d Floor sheathing ----. - ..,4 ` : 8ol@ 3'Sc ! .., ... Edge naihng 1 Shear nailing see schedule „. d Shear naihng see = Shear nailing see , „ . , i .,.., c 0 - Floor sheatteng (.; .,! Floor sheathing 8 ' ' I \ schedule - \ I s, '"0 c, I , PI ;72 / h-.scsosr,n„.., SheatInng per plan :-; Sheathing see - -- ..,li , , ::: - i ,, - f lonr piste 2x studs 11.44S.E Fr C SmE At 4444 , 14 schedule.-- -' Z/ 8^- , Edge naihng __,,,„.7...-4-,..,41,.., ._,..j, i ' :C: ' 7' -1-1-i*TH. b.r...._-..,......—. -,,—,....., , 1 , • SEE SS,ESJJ-E -' s, SheatNng see / - 5"-1.5c>.Ed-55--,3. Ed,,,,:ii.,nd -,../7- 1,1•.-1,1,-_-1,7 ,,,-1 Threaded rod per holdown I,i'' ,_---- -:' Cordinuous double blkg ri Framing chp,see schedule I' - - E taming chp.see schedub ... Muchie see schedule '.? *4- 1 4 S •;;;'4.' I SI , `•`" S V ' lot teqpireMOnt$ -- - 1.1 , SEE S,G,,,Eta4.E Cord 20 rim .. ' 4„, '' Core 25 rim -- ..70 , lj rf PITIM4 i ' , 1 , .3. , .:` r Edge nailing - , ;....;.. -E:, , sheathIng ... ,,...,fiii, , Edge nailing --,' .-7-,-!:7,77,1 . P T plate See acheclOie la ' ..„, ri", .= 24 blocking @ 48.'o c / } ,7' 1St SNOW LOAD i•• \ and under holdown studs size and anchor boll leg — , ECXE 4,.e...,4- e• •4 . ..1 • 4..,J 42:4CL, P 7 plate see schedule 104 •— 8'Concrete stern wall , , s F. ,. 555 5.,:,,-,50-E . ,-- kludsrli.see schedule r,,, i H. filudsd see schedule "-" ' t•., , 1., size and anchor holt req ; : lot requirements 7- - : 4--• for requirements--- --, ,. , 000., Mudsd!anchor bolt, Mudsill anchor bolt I ' , : 0 di..E. 1.. EC Concrete stem wall . l':,.',' 1'--' ,,: .... ,., aiser.spasccihne9drlei!.,,s,i,ze . Hee schedule lot size_ , =I 8 spacing 1 -- • ' ' '.7,,' -, "-''77..'I 7, I:.Tf.' : , - 4:4444 -4.4, 44, - ':444.44r.7- 4- ,W• -4, : iI 1444.1 . _ 4, ,;•,.4-.•-••4-cl 444:47,441.447 - ..j4-cj 711F.--;111,-1 I ;".„•-ttr . -....-,1-,,p, • , -LALF, ••_ • '^ . . -...7-.I..,.- :ij.„ -1?2,-.' ' 7, , • . ' • 11. i li:16---Zi'l_r..1. . • ;if 4-44444444-474 MINIIIIIIImmilmii 4 -41-44-444i14o 4. 144 4-44F74::--• .44-4.1447.1114- 4, F-4H 22197 Shear wall @ parallel joists Shear wall @ perpendicular joists Garage slab Standard A.B. Detail Floor joists peirpeLicular . . Floor joists parallel - - --- "" Scale 1*.1'0' Scale I''1'S' Scale t','l'0* Scale'1.5"r I'0' Scale.l'e 170" Scale 1'=170` _ . INTERIOR FOUNDATION DETAILS EXTERIOR FOUNDATION DETAILS , , Lacy-a, , [ ,.