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Plans (29) !,,,,..,..,.,.5,0c, ......,I.. --. 8.47...p:::::,0,:s2 c.),!,,,..07,:,ELp.11;57.61 tACa lYsiTsn'swice-;74 Agfa :.420„,..?.AE ///72.- 6i I i I ........... 4. ..... GENERAL NOTES LEGEND I E I * HOLD OWN SCHEDULE • •FRAMING CUP SPACING SCNEDULE 0.C.* 1.012 IBC . SHEAR WALL SCHEDULE • ip,24 D r PLEASE NOTE: 4 A I . — Ea 4 A ISEIC ma o 1 0),,,„„b„,„„„,v.r,.00,,,,./„„, 0 0,,,,,,,,,,,,,,,,mx.Rx$0.6,504 FASTENERS IcAPACITY Non, IVMIMIIII :_AIMIINIMI. (.0 ma/..,,,,,,,..,......... • FAEROE.64064a6 46441,067. 1,1 Oh lif • *PA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) i onno&lk Sex....nln fin",1,--3.,"an%.-3 (0) 1$00a# (185) Elf1d4,35.8/7 COMMON x 1V1000. 04115 Rx.0,8 0 cx P400)86444 ..=SHEAF FAO.664A6005 TeoI.F. TOP OF EACH SHEAR WALL MUST 5E ? .?..g. 4.5 W-3+eq.,.ea mosteaua 44 40 sou, No cuut ote,{.... 1550. 150 160 COMMON X.3.1.00t NA1.5 CONNECTED TO THE ROOF SHEATHING OR 0 c . Z 6.11Thcon{31(4(0 Cr,I SOU.M Stl.KATE ALLOW G hakturel 14.,,el/renp,miry, .n , ri4AMING CLIP 047700N$ II (7)" ''''"""" 0 II".'W"'"'E'''''' FLOOR SHEATHING THE earrom OF EACH 1 it rr 0 C 1 3d4v,ett1 ../44 0,OC TYPE 63 'VG SW SPO'.0%4 , — __-- SHEAR WALI(t timo ' 455 I_250 150 640600940 34 trE 2 I.Wir, ON 9.,,,ong 6 ooprong bont,in,81 3..4.04 rt,.." .040112 St M,64,,,,M1.., '-'. '*.;47:0) 3,,00.....q.KOVA16 I EI-EAR LJALL MUST E.E.CONNECTED TO THE I 1..,J j 'I...9..9,I. 36.-Le,g '''.w.'''. FLOOR SHEATHING OR FOUNDATION. 6E`E' 1 Li _A\ 1e- zr,' 27 20' t3)Sheotbmq an HvIc7.,otis she/ )22.7?:. 22 SC..PaAit 11[0...tED p TTFICAL CONNECTION DETAILE FOR —I Z 3 ..‹) 31' „ , 0 4'4 4 1 44 f.,"21 5"02 24 4t"0C I it ,(SI 6,3'.4 3,21i.r .P.,,,a.en,be reptuee•tr I 4,,,T,**4...),./5" z:.0”14 4 24-.4.., • ,.;>4,Lm4 n&s.m nonn Au o.N. ,...a.z.7.4..., _ i 1 be inle,ropled by ony.4, buttrcip rPtis s,OPROII I XX)2H.E...*L.LINE MOM APPROcRIATE CONNECTION I Z .—..--.--„, — (4)13u.ider So*My *8)8 no 0 LOAD MON ABOVE . 1111 R.440 x tr f x0 x-nat Ploy ed ae.eIrd.06 C 4.4 .G 005412,, On'4,........' --. 0 .4.4 = r long rseue4sueN AS, rep.m.rn.,+or o,1 nortSvo, g 002033 34 L.IN 0 Ct 0 i• ,A, ' SC 4-PC 2% 4e CC pi, 0 ga...,,tra tent.,.,, 8 9* ,2" r conneci..,be,morruieclure, .<& 5 5' 6' a" FI' (5)AI,hoor eds.,),,,,,o,t t, ttatt 1RX...crux:,10 111X4 ' !„g (9}7.,.-netr ammo,n i,mrinrn.n..,"*. .C.7°,.,?:,„; 2:.t n(da roe roc — vIstolieb will rYlokinlutn mtotture / 2 6 13 20,0000 9 ictvELED VIM ?t, 44 ):f I—I'F,w.e.,.,,,0.pos•k e.,,,,,, a.•.14, r 06 3'cc 2x ir 0 1 00(x) ER 0 , „,_,„„,....,„.,,„ , o.,.. 00.,,,,,.. -4 /6\ 10' 11' 1, 10 conlent b 16% TOP IC ,ATC0 SAXE SLOPE NAIL LEDGE-AA/CION.EA I l', t/ 3X 34'0 C Abe 93 Lt..; "......"..•'1 (0)xi] on A iostenuo ea / u e.,..I( mor,..,,ita31e 2%,nt. 4.,4 o.m.be tdoe.oika a& 8' AI ti r coodocl rato P I lorntur shed(4 0 C 2"0 c 5, 22-d.A ....09 .,,,. A 04 oss1 14 X WI nj(81,do tomman 1+1.,4+4 G Sir/016E2 313:Ma Anne, ttIO "71.r.re* st...,,e,,oltela 2-rom,dr tos1 do AN7 37 66001 164 mu,,./Ance,urn roe .. ..,, 6 S' 7" 1, 77 /wronged •A'63C NEW • A, DACCA PANEL.EDGES WI 2 Y 4 lit' ,.4,144k "6 utSIC40.1)14)Itil-.,+,,,eon,0, rme.t.... 8812 84 s,AA Eposs, 2., ......-6 (7)Nor damensions (to OAST t4 If 60.t.../(22)'to ram.,4.,s...a.r to,,,.v. G .,,Z mar- AA. 84 common.0 13)33 5 4/67F6.406)Uce corowed A ow rnet ";1:1 94'.-. iso' Ise 46f11,,,=0148,3 .,,,4...I 3.0 C 3'0 C 0¢%.2 ZO.0C see{4) ik ta,',3050.A24).)..,,,s, 4.,..4 If,si"., =6.1680 25 34 207 0 C EA SOL '.4.4-1'4 164 comma.-0 162,5 5 <vs/,2,r,on.AdA.u.cnnnnnon 0 arni,e,t 4.1,ue G HOU-t (20)SOW.7.5' II,,...--- ,„'S004*4'6A*"A'TC5 L''''''.°11;a6TrFIAEA'77.O . 7 isto ...t...a.4.4..." .4.1../03).0 4,4v...*Wk e,, ar..48 staAr, -Pee Nu.4 in v5,068 1,02)No tritnie,S 4.,0.1 CM..V.*"...... e'rrl. . 4....,, O. &.O'S.- 4"0 2 2 5"0 C 31. 16-0 c ue 12,64 1-0 4.33,.ree446.4 ta wts pea.rcgia (0).(4) 'I'T (0.1).442...Evi 903014 a,p.act le 349-12G NW, Ar 2,6245,45.,.,..AN *..' Foe 0)....Paw , fi 1 ilij 'I , — .........4.. Ili i i . (. . -,,.... .,....—.„,-......„.., Mies AI Ad tau. wes pm,414. r c c 2'0 C 37 ,3.02 71,,,, 148 ; , . Flat EA 3 ItEl l 1116 ''"III"' ; (7 I AN ON :(2'.irre.:Z'V:,/Ta r.' " tn.",ITA,...A41t COGS NAIL 44-044ING- I , , 04/07/10 . e4,4.0 FASTEN 1:52140 70 WALE '- PAATE 40 ISFIPSANd LINE (342COE oSAC PER 6107E6/ 1, MN MM 0 ROOF LEDGER DETAIL 1 ' (X) 60410 3,, . .... CA U I , . V • Q 1 it ,-, FA1 up) „------, • — o ,....4 ., ..... 0 , c-,._ 11 C)IN I N , t , tx, , 1 DECK If A> V' 'MASTE ../ 1. <ITC-IEN IR iiiiimmimo,,,a, , es' ..Ei // , 42) 1 k. I f'I 1 \:-.AL1CAN 01:2 s 411/64411 Se/Amp 76/10 END 1.0120100,141 412.0vE 41%08,47 e,', 1 OR ZOBI-36* \ , GREAT RM. \ = . ---T7 E--4 I , I .,;‘, _, • _ . d \ \ 4 .* c........) , .1..........) r^ GARAGE E' 4 - '4... I I COD /1 II III : iii / ANCONI;/501 \ I I L 1'ff=,-RAF -7 F 1 I OR 08x. ..tS4 ',. 1 ' g:: :)` \ ,-3 sr iiiii imminswem. • • s \ a R. 2 . \ , : EXTENO SNEAR a \ 1=3 1 A <I'6.,,,,0.., 6/ L, - --0--- El \ ,, i ,....„.Ted4,64.464 INTERESC7ENG WALL \ \ \. ''''n im-47 • -uPEAR SIAAP A 2- • -I / CD OF CE , .7 \ , \- I el ...t • • r....r....4< 114-7%. CO ,, 1 L , , \ . 47 254 SNOW LOAD ....._* 4 EN. 7 A lE/r\a",4__ 11 .....-..=19 1 056(660 ANEAP I ' c a t CATERSECT4(6 / , Ed" .40 a IC.677-44.7 "711- a---- I ' , , .. ' p' b 1 1 Cit-- ammoomig UPPER FLOOR PLAN MAIN FLOOR PL_AN 22152BA ... ,SCALE' 14, . I-.6, SCALE )'A r 1-A, _ L , l :-..,,,,,;,,;. _............._ _ ..._ _ copy.. 0 2013 ROWEL E - — — -- .? 1-".• 0 s 2 , z E La EDGE NAILAG -,, CO LARGER EfE 451,.4.5).___ i f CR-TREOCR4G ON OD '4 44 44 AR.44 ARR., ARGER,OF TL5 ra 1-- , 1 mg 0.0,s 4 CORNER ,.- ..„,_ ,,,,Ar.ssT.0*1-•,e,...)..,D „„'„,„,„‘„,,,,,,„,„"I,,,,,,,,„.„C , ., /2M) 1F-- 5 k ?T./2).CP-ARGER ,OEPENCING:ON.4L,) WT ":7'--t=i,7V046'.0...1 ,k,.. , 2.••E.G*7,1,105104,ca• /. It.--0s. - . __ I, !WA lilt - -..-, - •ude,as co,POLING a . t t L 5 --- ' Ir1111111111.1 tOSTWOJS) ' 1 I f $ t '' •- 1 - --ceNs..•;OE-AGER 1 . $ , 4 Fou2C.ATION , , I R upPER FLOOR , 0,7,0..r>a SOPMER I 1/2.45 6,4EATAING TO , )54DER P 4I/OR. 2'4'•Ro 14-144.6• 1. 1 / v4, -,-----SourLIC 2 x 4 a*• ---- '''),,, 445,5•LoCATICAt (D C01-15INIEC) OLOWN I'D CONES Si ,„„,,„„..„, es,.• 314' . rø' 41 I --E432"APAR/ARO 9.15os RT1*,/ . 'rr SEE 4,-.)1051 0 4. :-'//// FROM z•r•Is SKEET 414' ' 4 ' Di ' .! 4 ASTEPEO PRIARRAIR IIII) - !'lk. : 1! . VI ° :: 11 SCREGALE SPECPCISCAR /PO NOTES A , -,,..L•••••••••••• - 0..00 tri • • ...----•;40c......1..PEEL LOGES -4)- .• . ITER SoEAR 60405.1 . , H SPESPICAToPS..5154. I ' ' g 1 1 IEW REBAS (•..0 C0R,4t. . ,. II , 2 , . ! 4....4•-•.r.; p , r -' --SEE SHEAR +.4,...i.e AND :;.; --Tr- .....).,..„. g t ossEE1c44 LOLOOCAR)SPECS I 1 I 4-- PANEL WID5. • -4I- / 2) ,, 2 4) 1 ._LL CX) 1 ..,TIES 1 At ...., 470 -1-1,-- „ SEE Ct4S 1 .--,s,-ust.os 61,e Ill, ' . SOLT? -,- . CF" - '''.'Irv.,,..,, 0 14 r 1 I . 5„<:: .0;01 f.d..AN ViEU..OF a U. t ..I. ,... V E•2•11;7•-ft-,,,, , , cowes, 00 4044251., / --- -- - t 4-1-4 L.- 0 1-10LIDOWN EXTEN. ; t', , 1f4 v 11 • •-4 4 4.54, 1.---• 1 / _ 41 /t : : SCALE Ise • I-C' MS-EXTEN , . I • ;.,-.!-..:-..--..-r--..41 4;== -....4.4.... 4, .,- . i ,..,:-0 1 ..c.c. \\.__„4 444 4 fotRAGE ALCS 4.4) I .73.7.8.04.',45.CORNERS OTOR 44 5)5=PI I ...11.11111111111.1 12 NARROW SHEAR PANL- - 4,,., 71 C--)NO*CALE 5SOLCES PANEL oST) 41444.412. 'ig: . 0 0 g 1--- g .1 .i ! L___.„ L. , . 1 :,.,... - igiej---g ,Ilt r 48 ,„:;„ _,7::::::„.7.::=-;,:., g ....A.109£ r l . . 1-- ,.„,_.. .........,...,......„,,,_;... REISAR Pr LAP AR PIA ,f '',7" &041."-"E:S fr-1, a 1 i,1 c4:1441.f=4g:7'- 4:44; ' --.4, ••••4,• A•107../T,-97.00,, 1••••••ri ,4 I i I 1 I ' ,i.. ffi:77-17--tr'.--1--..'Lr-.--, ......-.....,..!7-zt- ----,...i. WATERPROC.R.C.PER , g I 4 4 ..F., - 0 i'0,..',.!' PPR.SPECS 1.1.00 10 . -., ,,,f,s,",,,S, ,041-. ----eACK.A.I.CO WALL /.//""*'.4 : a' 1 :# 0.. . NSALLIGwOlOLTOWOALA LN -: : 1.21.CUCz Cmawl) 'I ' 1 I l0 , ;.,.. ',. '.. BACKFILL wALL t :1 \ , • "..,"....siwrica_.,7,0,00', i 1 ',- //// ' -'s!')',.1: i• I FuLL il,,D1.OF.EEL , , . . 1 j„(/-- „s . Calep u r --•. #7,7r-t-P,o•PC-O-NGS,..E.. O-St FOP CLAW,CosTRAow,* TO REPER TO ARC.,,EC,SPAL 407.44OATION P..AN I ' ' d .0f41::::4*.47:z14.11 r- .• - - :-.-- -- .,...0.. . • r f- •o•qc,444;.. ,.,,,. 44.:s. 0 'ii -.• •••t•Li...t.;;;.•• d 452,1R,ZORTAL/ II 4: C=0)// 0 1. PCP TS'). 7 SMEAR C E -.-.1„..I-s 30 00 PS, ' 3' 1 _C 1I-"4. )4_._,44,,3'CLssR• WP WL TR054 .,, pS00004 V - • 4. ,,,.P , Aoso•.4.L.* u.su..i. -.1 •EY... ..•0.0 PS. s_ 'et ; lotS EKE> IF-- 38 P.S.ECuseA-ENT FLOE.PRE86-.RE ' -----t Ep t 1 11.,,CLOO,IN .1130v£ C) I il RETAINING WALL DESIGN „/„/ ;r7 ;•4 I A 1 c 1 E. EI,AIR 1-1' }BARE.1'..S 1 4,Alcz.ta._ut, , -- 38 PS.ECUS/At-ENT 414010 PRESSURE RETA115,5 CALL 0054014 I. „/„.1 , 41. 1Ce: eAR 7.1•.MAR"N' lesSOR'0'r „,;,......) ., Ir 410 :1; I-3. S'., 4. T±-r;-/, 0 b''00 ...EOC 5 74 I4A-OC 2''4l, 5-44IC'17S2/TE2',--C, 54 R OC _ r.0O 84 0 8'.00 0.0 a 2'.50' -T. 5*500 5I 800 144 *00 221 14,4' 5 ' 4*5.O 05•000 ••00.OZ 2°- 2: M6 ': CC' 4 ::0C ' °:00 S1 8- ' T-e' 14. 1s0. 09'00 408,o0 . Ir0I . S 5 ::CC 4: 00 5.80' S .. , 4,..4' 2'43'2-0. 4,-8. .5..S.0.C. ,*IS'00 .4 548'00_ fr- 1 TOE 0)55045.4-OECST51s0•roemloAT TOS,TE T.,E o.wERARLDER m31 CO. m To41 TOE VIE 251 SNOW LOAD • • s80508°C CONDVONADREMITSMEET TR DESsv 0002414 0000114040 ASP 0801110 11881 148 0E00.5 ' 5,4450PARAMETERS O.1,415 80148010 WALL PLEASE DIRECT PARAMETERS OF 1,40 RETAKING ALL. 5. AEZ DIRECT 71 ., ... ALL isauKE•TO TOE CO.TACT INFORTIATION PROVIDED ALL 04001085 10 TRE CONTACT 100048147504.PROVIDED I . ' '' 4 0,1,"'A) 4E ATTAC-50 081441440 WALL DESIGN CALCULAT,00s 0.4',se 41140400RETAINING WALL DESIGN CALCULATONS RETAINING \/\/.4,LL Er.,-,.)--) E-1-/- ,INING VV A LL .'',;:::•..-_ ; -IIII SRA, , S-0 P521.1 IT‹Z.. a.C.4.1..E I.O. • SoO" 1 4GAITS -I 0/ • 4 4 4 LOV'VEQ FLOOQ PLAN 22152BA ..A.L. „,.._ . „... 1 , ...:, 0,,..W24)...-11 CC)205 30A61.1 EPO42/4544-4 4.111.111111111111.1111.11 _ zktgrdoir-- b07 2_ ___ _...... „ . . TYPICAL SHEAR WALLii-//22_ i DETAILs t . .:-. ?„ il I Pool sheathing re __-- i ""(C) Roof railer or truss. - - Sheathrng Li 4 5 ABC ckp required at blocked \h, \ I , I stj,Z. to h daphragrns Nee BBC schedule)- .-..- , .. "--„,„ 1 1 Simpson H1 chp OA 24' I 2 ; / '”' 8d's @ 3'o c '--. Sheathing see schedule.----I"-,I OW , '' - Top chord ----, '''''1,,, '' ''''s\ Boundary name.iki . , / ( ('''' s'", ., . 2x solods - - I''''' commons @8'o c UNO. I----' ' __±,_ ti-1- 7.7f\-- I , Shear nailing - - Noce 6,4EAT.8.45 ._4 Sheatheog to -IlV , Upper hoot edge memo She -,---. •Id.;-' 0; ..-- 1 match below ., \ , . ar hating -- - t • \ it,..... ----- I . ,"../ v I H ' 2x each side of 11 . / - H 2'max ,_ VI/ ._/ 2 X bkraireg------ -•`- ..--"' Edge!lading ---- , 1 ; 4-.6. 1. / Sheathing I „is Moor Soundary Clip) I \ Web blocking- ,,,,. I t break I i • 1 I ,' 2 x stud wag------'-' , I ABC SCHEDULE , . 1 101 I hwEatsisiG to--- 1 1 i 1 1 , Sheathhsg-, - I MATC.I WALL BLOW ,-2 re 61U0 WALL -- „o„,-•.--- Ceieng Oisis or how Blocked dapixagms only 'Verf-Sc.r-A15. rooEle SPECS Co I I' 1 t A ar.....x....-18 Lower floor edge narhng - I, „____-.---_--:_m i„,/ ..Eac...15,,,OK'-'1. ' WALL DELCtur - -. ! .- Bottom chord,- -....._, I•a. as. 1.,. 1 I I Reg riebng Clip spatting —Edge naNing. - '-or. -,,,, :--.,-7 7 are 7 77 7 7 7 7 LOWN fit.StanerPCI , 8d @ 6* 36"o c edge nath I -- - -----/---- - -- 'il--ji '-i---1..... , ed 0 4' le'o.c. - ...._ _ .._. 1 Edge nailing---" 1-I*19' [ esSaisivaD- I 1 :: gsee _.....------ 1 10d ECe4' 12*So. I -111-- -. 2 x MID u.r.4.i- Sheathing_ ch, I 1'5E8 sC..rrepuLer - .1._ -i- schedule -•1 2 s studs ---- II . SECT. CC Rafter/Truss at eaves MO (4)18d each We.- ----- Scate l's 1•CE Interior shearwall parallel to trusses Seale:SW's 110* Interior shearwall perpendicular to trusses Floor joists parallel _. 00 Scale E s 1'.0' --- . -, Scale:1's VD' Boursdary nag into lookouts or , blocking adjacent to brace -..______ ON i \,( .-- Sheathrng.see scheduk------- I tt ll „s 0 INTERIOR ROOF DETAILS 'i _ . , 2.slum. ---- , ( plockio7goovalwh shear naring \1 f t , i C-_--) FlOor Sheathing t / ,,------s-...-....is,_ 7 _..-.0.1 • - ry.-1 It) i Shear nailang -______ - id--- '40 gs 1 r i r 0 __ Floor sheathing Upper floor edge nailing ) .-- ,.„ A 45" 2 r 4 Oat sithener'----- 'N I IM.11.4 . .....--•21 blockIng with shear tong ,,--` s . i g into top plate.See schedule s' „._,-.- Haring to match shear wall 4 edge nailing requirement -In''' 1 Sheathing to match 1 /// . 2 04 angled brace 1 , 4 .-4- „,,..---Naihrig to match shear het ___---- Shear nailing see 2'mar -4' lir"------ .1 wall bebw edge naring requirement ,s- schedule. i est/ // 41„„F” ININIMININNEN , . •&Wisner may be omitted V , --Floor sheathing Sheathing i ,I i i'),,,,,,,,, ,,,,,,/ . ( --- 2x bloating % break ' -7.--' / 'I if brace is less than I I . t t 1 g Nil. - E.'.\ i,I I ,...r.A '----Connect pisl lo blocking 7 1 with shear nalling t __. ,_....:ri-H , .. , / 7 ,.. 2'max AA , Lower hoof edge nailing -- / ,."'•-•:"'"'44 Lower 1100I staggered //,', , - i „..---1 I =hole),ee--------"---- Framing clip Hee schedulel Edge nailing Sheathing ___ 1 I (AJ fi - \ irrs1._- 1 -- 1 j i '1 SECT A.A Scale 1-1,2-s DOI' Sheathing——__ Boundary nailing Ono blocking.--„_ , -,.....„ , ' ' III1 I \ 1 i-------- Edge Nailing she.,nom new ,} i, _.,,,,,. -- Structural sheathing. -i ' DSC cap . l -s ,2n studs / IN\ -•,--.- •I Top chord----,,,,,, _., ---- --",,,, ...... 0...."-°. 4 \ 4 schedire ---' ------ 2 x studs ----- 2o 4 angled braces 48'0.0.- -- ..--• t Floor pith 1.rI>. k Tit'''' '''' CZ) . k , ',. ' ir.......4 .. Floor joists perpendicular -i- ..,..---- 0 ,_....„, ._._Structural Sheathing 4- ,,,,7 I E"''''"41 ! ---- Scale:r.I.o• .,/ I - t. 2 0 4 angled brace------ et)16d Warn to brace -----" 8,,...........) Gable end truss SECT B-13 _ Parallel to joists Wall below Perpendicular to joists wap. EXTERIOR UPPER ScaN E s E 0" Scale 1 12'_I0" E _ ______ COD INTERIOR UPPER FLOOR DETAILS L FLOOR DETAILS EXTERIOR ROOF DETAILS .._.. _ - i 0•0--' .: ____ _ _ _. -.. , 1 .- ..._2a Muria Cr) - Holdown per location shown • !Jr l ---------Sheathing.see schedule 2a studs- 2x blocking @ 48'e c--- )11II.II 1 ...'..'11 Sheathrng see schedule 1---------- -Edge nailing see schedule Flout sheathing E..., , - ---- ecl@g-oc. ' r:=: : I -''... Edge Nang 1'1 .....4. "''''' ''' Shear nading.see uhedute "-... .... . Shear caring see Shear netting see 1- •.,i ,., 1 , Floor sheatbng 4' ,- ..,_--- Floor sheattung ---- • Is. • I" 4 . ' s Itis' ( 4,---Floor r ,..,„. ,„--8144,..DaraC,Cisr Sheathing per plan - --- \ \I mats i I i ) scheduleStrealhingt_r_e_,,,,,,,,,-----" ,) 1 4,,,, i sswssest.............t t . .... ... 2x studs----------,. 11--'I'`r- v , 1,-, 6et 55141-LorroLE,a,:,i;II .1 ,/,/,,,:, ::.66.:,, ,,,,..e /1,, Edge FINN'S -. -- .,,s.--,. ,..,, ., Sheathing see „..,..--. I --_, Edge naigng ---.011---...,,. _ - Threaded rod per hoidown Jei --- --Continuous double brig I ./ BEARN4 PLATE , !V I - framing chp,see schedule ---------j, Ramon dip,see schedule Muds41,see schedule 4 0 , I lot requirements . Cont..20 rim -•::„:11, 1 Cora 23,rim--— sr---"... 1 ' s' I . .• PsZsierse \ 2nann non 7 ige n.Ctods II EE"I''' -'''' I. ' • •._ --Y..E4X'T Edge nalling -...- ,s{ Edge nailing --.--"IssIS-1- ittir-V4 ' - 1 PT plate,see schedule lor -----1-- 8sP'7"1-Ce oa!itteea'thes'elesfmt*hes:td!regie fur . .., ....--, see 64..E.Okk,-E .1..-z* Moduli.see schedule 'I i ..i-i' Mudsig.see schedule E . 1, s. sr 'Z' , sue and anchor bolt req i ." . • , ' ' tor requirements .-_-----r-i4 -----sinswerequirMr , I 1!. Trr,,;m7„:71.171_[.11 1::=1-lijilE-:-_-niell -----1--,----1— Mudsia anchor boll . .1 Muds*anchor bolt st,, I ' 1. 2.,,5,,It..,:4_S144.1,1..,..r LOAD '`..;''.,',-".:?:1,S, m 5, re FE Concrete stem wall I• :i • I' '11-E .. Nee Schedule lor 171 i, ..ii &spacing)------ I 1 (t. II,- •,.. •' 111E-aillEl1:11-1,J;aLA HIE.4110 .7.iii . . I '''-„:- : HE- • • t's"'"t*"7:2:111E11=111a1:17,1ill = Eirl-_-=-Iii ••••••••=1 1 [ • . -IT 0V _ __ i= Shear wall @ parallel joists Shear wall @ perpendicular joists Garage slab Standard A.B. Detail Floor joists perpendicular Floor joists parallel 22152BA ...._.. ..... Scale E-1 - Scive 1",--, 0' Scale r.r.o. Scale.1.5-.1,8* Scale:l's l'O• - ,,,,,,,F.--j,1,,,,11.ril,„1 1..=-_,, Scale:E s ED' - _ ,' INTERIOR FOUNDATION DETAILS EXTERIOR FOUNDATION DETAILS M L,... COPYUG,-ti ©2c.,z3 t,owd,Er4SSEDErsrtra. ' I./11111111MIIIIIIIIIM‘