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'''''Itivi 0 I. onvileit 1,1,1,1 ii.,I 11 I 1 illik"iiiii4; i i 1 \IATION PIP'-ilIEWIT. n ,.,- : R(''''' . - 2-[- -------------tl (44 a ‘440 4 1.20007 CPL L E C 1 I ON clvn R _ wz3 iJF ' 135 0 K '�W W4 tlH S<REkT$T } i5k3 25+16231 ;JIM AR,Ali. 902v bo"-1'J,}54,,,, I vl fir 1 1: II I p111 ' 1 _� Ili , ;� ' 33 1 1 i 1 1 _• E # - \\> 11 r La: 1 4 � ij t ' v i g a / s 1. b Gf,�+A.s 4 co.4,44 REAR E_EVATION ++ rr C' lif 120007 74 x.,;9$ t hIF F:t1t OdT4 E AS,11,1 F.�S4@ iS Ai 234 E292 Y9RT4�Rb 4M"�p92]16 LA .St?54 rvq: .--,- , i i , 01 III III II.. 11 .,,.,::..••,!..-:.,,, . ..:_..j: ' Ilk, I.::<.....:::..'.::,',!!::,.', ''.••••'.i.:.f 1111 1 / alaa,46* 1-- • , , -.... ,_ .'.....,.....: •. ,..•..., .,•:,....„,,,....:,,, , Fz.....,,,,,:, . ,. ,..„........, • ,-,.........„ • •- '" - • 3 •J -, -,- _ - NI if/ i 1 . ._. .....„. .. . .,..._ t • 64"04" 1 1 - _ __. ...... ,i 4 6 , NI ) 3 ,t7„ , co _ 1 . - •--, • • . _. ._ II ...._ Ma..0 . ......7./ ., .. ._.:. , . . . . , , •.. •.,:,--.-.•-' --•r ' :4 co I 02 ._ .. l' .----•. . ••. ILLit„ 11.1111„.... 1"71.1" 1_ -0 L . ____„„....„. _ i'll'a k•...) Lsc..,E,LE T .ELE\IATION g FlFC')P: ,.,,..74 rpRrfag"K,,r-E.t('Eil[FLAEL,L,_,C9ANI_t. P-o, Cla : .e.,,,,,.... 6-1"RsES,E,Ist Al ENEE,EISEE_RS .• COLLECT ION \O -.ES SE,,,,,F.14,—,-,1 SISEES SEE 21 P.,0,3t 2134,sESE. PSEIkadS,iSS SEE. f,,,, a"'SEsi DATE: 01119/11 PROJECT: 0 Page WIND LOADS LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height, h =� 24 �� V1 0 least horizontal dimension, b= 44 ft V2 0 . � V3 0 o=min(0.1b. 0.4h)>=max(3'. 0.04b) V4 0 V5 0 O.1b= 4.4ft V6 0 O�h = 9.6 ft 0 min 4.4 ft V8 — 0 V9 0 3'= 3ft V10 0 0D4b= 1.76 ft V11 O max 3 V12 ' 0 V13 0 ' a= 4.4 ft [ V148 2a= 9ft V15 0 V1O ` 0 roof rise, y= 10 YN1 36 63 54 112 3960 roof run, x=IMO M2 148 331 6451 oncton(y/x)= 39.81 DEG M3 184 127 4663 M4 39 66 82 90 4292 /\=l 21�8 psf� M5 59 28 38 72 3192 / B = 14.8 psf - K86 51 53 32 13 2590 � C=' 17.� psf� M7 157 497 8565 O= 11.8 psf M8 46 46/ 141 148 5846 M9 0 yW1U O M11 0 [N12 0 'yW13 0 M14 ' 0 K415 0 M16 0 L1 � 0 L2 0 L3 ' O � . L4 0 L5 ` 0 L6 0 L7 � O - ~ L8 0 L9 0 L10 0 L11 � 0 L12 " Q L13 � 0 ` ° L14 0 L15 0 L16 0 I • Pag) 6 . ." i 413 i< , ! . , — , „ ... ............._.. ... 4 I _ ,, :„ , , •, ! .... .. 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FASTEREt12, 1C1, , ; APA RATED PLYWOOD OR ORIENTED STRAND BOARD ()) kv . ..,Lif (EH sap el sLL PLATE , I E..) r..I... , /horqe..qqq.4...../.4 ' A.,LOW . • .P-AIL643 , 1 ,01-Ef ,,,,Ddt t2 CC /44444444. , I , I 1 , , i, ,/ktr.Pit., ..., I,PANE- . ,,,,w / 1 1 H , , i TYR. ' .,.......... 1 I I---*'-'..--, - I I I .------1--.--- ,q i 'rir'' .,,,, ., T I i t•'.4.-" : qC;), ,C., '''' .'') 6"c C I , ,y....., 1 r Rti 6..r.n. ''' I''''''' <''' — -.., / ex..,ICC 6 r r POI II.,III I ./ c,c ' 4)...' i 1;.)), 46"C C. / ; .,,4-4 Li ,,,-- ILI1," .01._, — I'',I 1 - , ----f---1 .- UI:,. -, 6, Aono,". ornor44.a tor roundoto 4:owe,o. .‘„ ,r.,,3,",_3.;,93,, -1..' ,,,E,,, , *.,. - ( i 1 ,r,',?.,y. f i ,,, • '03.I 2% 1 q.)))'r)q),.2.0'),,L',...; 0 1,„;,;,,,s,,,,,,;,,,,„.,,,,,,,, , „,, ,,,o,,„,,,;,,,,,,•,,,,,,,,,,;,.., ,,/\,‘lc,,,E,2.1 oc,,E,,...,,,,,,,,.. i 4 1 - 1 r 1 e 32- 3r)0 r. 1''' .)-'.II181 ..1.3kg...,SIWIS WWI El,,SI..I/.erre nrisr, ".4.40)..icrec; • .L,' ._,12'. 1 I i, , ..._ , --- - , AC ±-1 il '• C C 2- --. ! •-'' I 7.1;a•C I e ..,....., IV ,.., ,..;" - ' , .A;‘,` la . &-- ..-„a. i ' • 4'3 ''' ___f____4 I t , ,, , , ! , .:,1 \ ,- ,..,,, ., „,„ ,,.„- , 3 0, ,,.. 3 0.- DEon.x2X ..:A_0.,..:/oec).,..q r%...<,‘; ,t5Tro2 4 22)16o....a tool.err "TH q n -\.."q E .5k1DE i t fir P.N. 1 I ' q!4''. C'''-1 I ',.4311...%'0,4 C„.27;),q.,29)76.. ,qr a...v.,.err ;.).1(:1:11.1 11.1;7:::..Y1'7 1 1' r' 1 I , ,/ Le ' 1 1 1 I -)') 1 ; ....E.Srof... 0 ! ' r r-r—s-74---R , F ,,..., , ,Tt 1-4.6r66 4..32;M4 IPAI,trlI re..4 41,,TisTI,-.7-ii7;;;;;--1 i' i; , .&I '''', 1 .'''' .•24- ', 2-• 0C 1 2 3'3;'" 3' ''''°C g" 1%, .-,,Ta - C.' la.,,,H.,3x/0 Et%7),%E.;ce , Hco-c -;;; ; 7/7,•:;:e:e1e 1 0 tq4q, r , q •.q1 , (.4.(.1) ;, r: 'u,,O' 3 43 ICA',DE' `t1 ' 1 1,1 q< ; 0 C 2'5.1 1 3% LE' DC 1 1 1 ; ,., 1.,14,;_;4,7, •(,,,,,,,e .ce nee 0-....1014 A p.c.ri to,,,,, 11 / EA 006; '.3."'3. r ' 7 Lil, . . ,.,,,..?." 1- - .,.., I I* r ) fs , . 1 / GENERAL NOTES LEGEND i ,:'''1137131---- 7NC-, -7-3,45311 =. .' 4. 3----- ri 1 •FRAMING CLIP SPACING SCHEDULE 0 ..• - - 3-- -Ae-- NO,re: 1 MM 441414044441414044 ,04,604,6 t......16N 1. I i , „..............—, _........--..„.„-MI roo-o-SKAR 1,... .,X-111,.. TH. TOF.O. EACH 5'HEAR ti14._ .,..Y * CONNECTEO -0 TH5 ROO.5+4E ("4-,' 1 0-':34'5F.-t..-e3'0,5 1'73 fc C,.:C0M11'1,A-)0,'.N x 5'-,te'LLGEJG(''NN,iek/LES w)"°'"0 4°'''''"'°- i PC..,e ENG C./C CJP TIONS 2)RE erten.wails....Or.41 ,,.(,)66,6A REYE:_NCE IO..- 1 LCOSR s =---- -..c. THE sorT, II ' t0"5"cceorE.0.1 rt.....erEcc; os , .- 1E, i I i!..=.3 ,q- l . . . 1! -,EAR WALE L,E1,4 , 4-..,5 : .,-J-.)1 C,--; Cr sh 1 r..4.3,-4,61.Z£6 34; ' (2 '3 Shoot-wt.,u/ tarronio sOot -22:468 24 SAL 4,40.:460-APEU , ..&44E4R LUAL_"_ .,'-'05-T 5E ,--....ONN_-...' ..,,OCO .5HE ATHTNCI OR FOLiND,c ,,,- , „H., ',H.- , N E-'- f .8- 1 2n." I 27) 20" . , - , 'ICA C.,-,NN_ T.O. O .A-, r'' at)re 44 4484.on,1•40; I /XX:N.15141.6'WA:,144i.. I A;=, fzzeg,IRIATE- CONNEr-7;ON , t , 1 „ I ' . b611,46-,-No Sr:701.W 1 72,7rr.-A-- !7-7,-,..-, .1 .,„!_4,-, , .4. e ..0" „- ------, — (0 511110C1 kr wrqry enSto,2%on .-•%%)E00)cc e e cc corcwort c ,%0 FROM 05Ce-E. F 0,9:6 2,, UN 0 1231'•' A., I 8 1 -- rn.q....'.er q . 6' .6" t ' (.6). AV --...Ad wzir I-IAYIrIIIIIII-I f-,-ILI, I , Ea" i/ ec - • I , I 4- 1; (c)A0 00EcIco)%E.e 1entrs ir A , E" i 8' 1; I' 8" _ ... — — — a) c c 0_ • SHEAR WALL SCHEDULE • (1) 2XD.F. studs max. 16"0.C. • HOLDOWN SCHEDULE • SEISMIC ZONE D (2) Anchor bolts to be tj f)-bolts w/min. 7"embedment Into MARK SIMPSON FASTENERS CAPACITY NOTES APA RATED PLYWOOD OR ORE:NTED STRAND BOARD (1) concrete. Secure with BP%j"-3 or BPS%-3. (9) MODEL# (13) (LBS.) FASTENERS(3),(5),(8),(7) SOLE SILL PLATE BPS%-3 requires an additional std. cut washer. No Connect btm.plate to MARK PANEL NAILING ALLOW Intermediate studs nailed 0 12"O.C. 4) No holuowd floor/16d 4"O.C..kg. N/A THICKNESS 0 PANEL AB NOTES LOAD (3) `�/ required w/16d 0 4"o. TYPE EDGES 16d SIZE SPACING SINKER (2) (4) Framing 0 adjoining panels to be 3z nominal or wider, CMST12 x (7)lSd common A lail w/nailing staggered. 36" Long nis of each end. 1,500see For equivalent0)options, �6" (5) 0.131'0 X 2 F. RH P-n06 may be replaced with CMST12 x ( ) `\/, 0.131 f x 2$' 16 led common Or6" O.C. 6" O.C. 2X 48" O.C. 0.131"0 X 2r common not or 0.113`0 X 2)¢"hot dip or nails1 )at each end. 3,430 For equivalent options, 15 " F.RH.P-NAL tumbled galvanized box nail. 2 48 Long see(11) 7 , • g 0.148"0 X 3"F. RH P-not may be replaced with 0.14B0 X CMST12 x (22)16d common A r{6 ( ) 3`common nail or 0.128 f X 3"hot dip or tumbled 60" Longnote at each end. 4,700 For equivalent options. or 0.131 4 0 4" O.C. 4" O.C. 2X 46" O.C. N see(12) 1932" F.RH.P-HAL 30U galvanized box not. W (7) "F. RH. P-nail"- designates a full round-head power nail. CMST12 x (29)16d common 72" Long nota of each end. 6.210 / 76" (9) Minimum 4X6 post 0 each end. H or 0.131 •x 2)I" 2" O.C. 3" O.C. 2X 13" O.C. see (4) g8B 0 �/ 0 Hddowns occur 0 each end of each shearwoll &fasten CMST12 x (39)16d common 1932" F.RH.P-NAIL 3X 34" O.C. Z (9) to min. double 2X studs. Wall shteg. shall be edge nailed 90" Long nails at each end. 8.350 to each holdown stud. 7�8^ Retrofit with HITS H or °•131 0 x 2K' 2" O.C. 2" O.C. 3X 9" O.C. see (4) RA • (10)CMST 14 X 36"L w/(8)16d common each end. STHD14RJ (30)16d sinkers. 3,280 spelling of concrete walls 1932" F.RK P-NAIL 22" O.C. MST 37 w/(10)16d common or sinker each end. occurs. MSTC40 w/(14)16d sinkers each end. Equiwlmt option 346" (11)CMST 14 X BO"L w/(22)16d common or sinkers each end. HITS (26)16d sinkers 5080 Iiss on HDU-5 S81kn24 W/(14)SDS)`"X or 0.131 ;x 2X" 3" O.C. 3" O.C. DBL 2X 20" O.C. see (4) MST48 w/(18)16d commons 0 each end. 24 screws. tom» 20" MSTC52 w/(22)16d sinkers each end. EA. SIDE F.RH.P-NAL 3X O.C. Min.(3)25 or Bx 12 CMST 14 X 72"L w/(29)16d common or sinkers each end. HDU-8 (20)SDSY+"x 2)S" 7,870 ( ) ������sss/// Mr studs sinker together .C. 7 MST60 w/(23)16d common each end. screws,SBiyd4 rS8 /18d 0 8"O.C. or atm f x 2K" 2" O.C. 2.5" O.C. 3X 16" O.C. see MSTC66 w/(32)16d sinkers each end. (30)sus k"x 2$"screws, 1 " 1`0 A307 Weeded rod A.B. 808 post raced EA. SIDE F.RH.P-NAL (4),(8) (13)Use SSTBL In place of SSTB where 3x or dbl. 2X plates HDU-11 s/2X"x2t"x1i"plats or BP1 ° 12 deep min.ftg. oeeur. btwn.(2)nuts.Mks 10"ftg. raced.0 ea.anchor bolt. embed. _ (14)May use an HHDQ14 In place of HDU-14. (36)SDS Yr"x 2$"screws, 40 1 0.148 0 a 3" 2" O.C. 2" O.C. 3X see 1"0 A307 threaded rod A.B. 8x6 post raced. 93213" O.C. 3X plate reHDU-14 Heavy hex nut raced. EA. SIDE F.RH.P-NAL (15) required where Shown on foundation plan. w/2.'x2).1"x1("plate or BP1 14,445 36x38%12"deepmin.N (4),(8) see 04) sten.(2)nuts.Mb 10"ftg. rg' embed. med.O ea.anchor bolt . 1 1 e i ,i, MIN. H/3.5 ®® SIMPSON 1MSTA36" Page 8 r ' EA.SIDE, (4)-TOTAL I•I 2X CRIPPLE WALL OVER - -- HEADER,W/ Oz" .SPLICE I __,,A _ �_�_ -� JOINT W/ CONT.NAILING ,I fillkiall (COHEANTINUDER OUS) Irillik CONTINUE HEADER 0TO BLDG. CORNER 4 Z NAIL SHEATHING TO HEADER WI 0.148"0 X Q 21/4" F. R1-1. P-NAILS a W1 3" O.G. BOTH WAYS o C. A ACE (OR OTHER OPEN'S) 3 W _ 15/32" APA-RATED 5HTH'G ,FROM SINGLE SHEET, a W FASTENED PER SHEAR IA z SCHEDULE SPECIFICATIONS AND NOTES • p \-,vii• BLOCK ALL PANEL EDGES Q PER SHEAR SCHEDULE a ,; '111 11 SPECIFICATIONS 4 NOTES I •v i II /•I• REBAR &O GRADE z I E w I•', SEE SHEAR SCHEDULE AND - w I NOTES FOR HOLDDOWN SPECS U , • 1, PANEL WIDTH c tr) - , _ *3 TIES ijr - -' . II I II. I, II 01 dim_- _- 1. II c0 III II II Z Q Q 0 0) "3 TIES II a II LII E E • 10" 0.0. II II II 00 v PLAN VIEW OF (3)«� II - -- II STEM WALL II IIII EAGN SIDE �� II II \4' CONC. SLAB ---11----Ir- II II II I1 II II II II II dt- - I----li= _ II MIN. 12"x12' CONT. II "5I REBAR W/ 24" HOOK FOOTING a GARAGE TOP 4 BOTTOM 9 CORNERS DOOR W/ (4)4.4 CONT. 2 NARROW S E4R PANEL I NO SCALE (REDUCES PANEL HGT.) '.,ws .. R —AIM EIRDINEEL:21:1M DRAWN 8Y— JX. CIVIL- STRUCTURAL ENGINEERS DATE—TE_ 02—23_11 10570 SE WASHINGTON ST. STE 212 PH: (5031 254-6292c S�/ PORTLAND. OR. 97216 FAX. 1503) 254-6761 . . ` _- . - DATE: O1/1AM1 PROJECT: Page 9 ve, 12208 DESCRIPTION: 2009 IBC, Binder-Stock _ SIMPLIFIED STATIC PROCEDURE-2009 IBC BY:MIINN WIND SPEED: 100 Adjustment Factofor BuUding Height A= 100 EXPOSURE: B Increase 110/B wind loads by 0.83 SEISMIC CAT: D to obtain 100/B (Sps=2/3 0.850 1.2SDSU 1.02 k R: 6.5 ` snow load= 30� A upper 0 mean roof height h 24 ft A main: 4302 A lower: 0 V=1.2GosVVoL/R ASD Load Combination =V/i.4 ««cu 8bu " , DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15 0 0 0 � EXT. WALLS iO' 0 0 O 0 INT.VVALLS 8 0 ' 0 0 0 BRICK 4O . 0 0 0 0 , TOTAL 0 0 0 MAIN FLOOR ROOF/CEILING 15 4302 64530 10126 7233 _ FLOOR 10 0 0 0 EXT. WALLS 10 9 850 15750 2472 1765 INT.WALLS 8 9 150 5480 - 847 805 ._ WALLS ABOVE ~ 0 0 0 DECK 10 0 0 0 BRICK 40 0 0 0 0 'TOTAL V� 85680 13445 QGW9604. LOWER FLOOR - ROOF/CEILING 15 0 0 0 FLOOR 10 [— 0 0 EXT.WALLS 10 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE 21150 3319 2371 DECK 10 0 0 0 BRICK 40- 0- 0 0 0 TOTAL 21150 3319 2371 REDUNDANCY FACTOR = 1-0 or 1.3 per ASCE 7-05 12.3.4.1 and 12.3.4.2 Allowable Loed (p0) Floor toFloor Hcdduwn Floor toFoundation Hn|dnvvn Shear wall wind/seis Tag Load Type Tag Load Type "� 260/260 1 . 1500 �mmT�omm^ 6 3280 STHD14RJ ~ A 350350 2 3430 mwST12x*87 5090 HTT5 B 600/000 3 4700 CwoT12x60^ 8 7870 HOU8 ^ C 896/840 4 6210 CmuT12x72^ 9 9535 HDU11 D 980/980 - 5 8350 umST12x90^ 10 14445 HDU-14 E1280128U _ — ? ' 14446 to high ` F1S40154O DATE. 01/19/11 PROJECT: 0 Page 10 WALLS • LOAD WALL SQ, FT. LINE LENGTH OF SHEAR WALLS(FEET) TOTAL HGHT. BRICK NOTES V1 0.0 V2 0.0 V3 0.0 V4 0.0 V5 0.0 V6 0.0 V7 0.0 V8 0.0 V9 0.0 V10 0.0 V11 0.0' V12 0.0 V13 0.0 V14 0.0 V15 0.0 V16 0.0 0.0 M1 3.3 3.3 5.5 4.0 4.0 4.0 24.1 9.0 M2 3.0 3.7 3.0 3.0 3.0 7.0 22.7 9.0 M3 5.2 7.8 1.3.0 9.0' M4 5.0 5.0 10.0 9.0 M5 2.0 2.0 2.0 6.0 9.0' M6 12.3 23.2 35.5 9.0 M7 6.0 9.5 15.5 9.0 'M8 7.7 16.2 8.0 31.9 9.0 M9 0.0 M10 0.0 M11 0.0' M12 0.0' M13 0.0 M14 0.0- M15 0.0 ^M16 0.0 158.7 Li 0.0 L2 0.0 L3 0.0 L4 0.0' L5 0.0 L6 0.0 L7 0.0 L8 0.0 L9 0.0 L10 0.0 L11 0,0 L12 0.0 L13 0.0- L14 0.0 L15 0.0 L16 0.0 0.0 ^ ,-. - - ' DATE: 1/19/11 PROJECT: 0 Page 11 WIND _ 110/B 100/8 SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/6 FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. V1 0 00 0.0 O 0 V2 0' 0 0 0.0 0 0 V3 0 0 0 0.0 0 0 V4 D- 0 0 0.0 0 0 V5 0 0 0 0,0 0 0 V6 0 0 0 0.0 0 0 . V7 0 0 0 0.0 0 0 V8 0 0 0 0.0 0 0 { V9 0 0 8' 0.0 0 0 V10 0 0 0 0]3 0 0 V11 V U U 0.0 U U V12' 0 0 0 0.0 0 0 V13 0 0 0 0.0 0 0 V14 0 0 0 0.0 0 0 ^ � V15 0 0 0 0.0 0 0 V16 0 0 0OO 0 0 0 0 M1 3960 3960- 3273 24.1 164 136 M2 6451 6451 5332 22.7 284 235 M3 4663 4663 3854 13l)' 359 296 M4 4292 4292 3547 10I) 429 355 .. M5 91Q2 31Q� ��3B O.O 532' 44O' - K46 2590 2590 2140 35.5 73 60 OO M7 8565 8565 7079 15.5 553 457 _ M8 5846 5848 4831 31.9 183 151 M9 0' 0 0 0.0 0 0 M10 0' 0 0 0.0 {- 0 K811' Q^ �- 0 0.0 0 0 M12 0 0 0 0.0 0 0 M13 D ` 0 0 0.0 0 0' - K414 0 0 0 0.0 0 0 K415 0 0 0 0.00 0 M16 0 0 0 0.0 0 0 0 39560 ~ ,L1 0 0 0 0.0 0 0 L2 U' 0 0 8.0 0 O 1 L3 0 0 0 0.0 0 0 L4 0 0 0 0.0 0 0 L5 ' 0 0 0 0.0 0 0 L6 0 0 0 0.0 0 0 L7 0 0 0 8.0 0 0 L8 0 0 0 0.0 0 0 L9 OO 0 0.0 0 0 L10 0 0 0 0.0 0 0 L11 0 0 0 0.0 0 0 L12 0 0 0 8.0 0 0 L13 0 0 0 0.0 0 0 ~ L14- O' 0 0 0.0 O' 0 L15 0 0 0 0.0 0 0 L16 0 0 0 O.O 0 0 ^ - _ 0 0 DATE. 01/19/11 PROJECT: 0 Page 12 SEISMIC SEIS. TOTAL SQR. % SEIS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT F-B L-R SHEAR SEIS. SHEAR SEIS. SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR V1 0 0% 0 0 0 0 1.00 0 V2 0 0% 0 0 0 0 1.00 0 V3 0 0% 0 0 0 0 1.00 0 V4 0 0% 0 0" 0 0 1.00 0 V5 0 0% 0 0 0 0 1.00 0 V6 0 0% 00 0 0 1.00 0 V7 0 0%, 0"- 0< 0 0' 1,00 0 V8 0 0% 0 0 0 0 1.00 0 V9 0 0% 0 0 0 0 1.00 0 V10 0 0% 0 0 0 0 1.00 0 V11 U. 0% CI' U 0 0 1.00 0 V12 0 0%' 0 0 0 0 1.00 0 V13' 0 0% 0 0 0 0 1.00 0 V14 0 0% 0 0 0 0 1.00 0 V15 0 0% 0 0 0 0 1.00 0 V16 0 0% 0 0 0 0 1.00 0 0% 0 0 M1 X 9604 1474 34% 3291 0 3291 137 1.00 1.00 137 M2 X 9604 1703 40% 3802 0 3802 167 1.00 1.00 167 M3 X 9604 565 13% 1261 0 1261 97 1.00 1.00 97 - M4 X 9604 559 13% 1248 0 _ 1248 125 1.00 1.00 125 1115 -X 9604 710 17% 1585 0 1585 264 1.00 1.00 264 M6X 9604 1181 27% 2636 0 2636 74 1.00 1.00 74 M7 w X 9604 1480 34%' 3304 0 3304 213 1.00 1.00 213 •M8 ' X 9604 926 22%. 2067 0 - 2067 65 1.00 1.00' 65 M9 9604 0% 0 0 0 0 1.00' 0 M10 9604 0% 0 0 0` 0 1.00 0 M11 9604 0% 0 0 0 0 1.00 0 M12 9604. 0% 0- 0 0 0 1.00 0 M13 9604 0% 0 0 0' 0 1.00 0 M14 9604 0% 0 0 0 0 1.00 0 M15 ' 9604 0% 0 0 0 0 1.00 0 M16 9604 0% 0" 0 0 0 1.00 0 200% 0 19194 L1 2371 0% 0 0 0 0 1.00 0 L2 2371 0% 0 0 0. 0 1.00 0 L3 2371 0% 0 0 0 0 1.00 0 L4 2371 0% 0 0 0 0 1.00 0 L5 2371 0% 0 0 0 0 1,.00 0 L6 2371 0% 0 0 0 0 1.00 0 L7 2371 0% 0 0 0 0 1.00 0 L8 2371 0% 0 0 0 0 1.00 0 L9 2371 0% 0 0 0 0 1.00 0 L10 2371 0% 0 0 0 0 1.00 0 L11 2371 0%. 0 0 0 0 1.00 0 L12 2371 0% 0 0 0 0 1.00 0 L13 2371 0% 0 0 0 0 1.00 0 L14 2371 0% 0 0' 0 0 1.00 0 L15 2371 0% 0 0 0 0 1.00 0 L16 2371 0% 0 0 0 0 1.00 0 0% 0 0 DATE: 01/19/11 PROJECT: 0 Page 13 WALL SUMMARY WIND1Narrow INCR CONt . MAX. ' SHEAR WALL mini UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR Increase SHR W S ' SHEAR incr incr plt. V1 0 1.00 0 0 0 0 OR 0 V2 0 too 0 0 0" 0 OR 0 V3 0 1.00 0' 0 0 0 OR 0 V4 0 1.00 0 0 0 0 OR 0 V5 0 1.00 0 0 0 0 OR 0 V6 0 1.00 0 0' 0 0 OR 0 V7 0 1.00 0 0 0 _ 0 OR 0 V8 0' 1.00 0 0 0 0 OR 0 V9 0 1.00 0 0 0 ' 0 OR 0 'V10- 0- 1.00 0 0 0 0 OR 0 V11 0 1.00 0 0 0 ' ' 0 UR '0 V12 0 1.00 0' 0 0 ' 0 OR 0 V13 0 1.00 0 0 0 0 OR 0 V14' 0 1.00 0 0 0' - 0 OR'0 V15 0 1.00 ' 0- 0 0 0 OR 0 ' V16' 0 1.00 0' 0 0 0 OR 0 M1 136 1.36 186 X 186 1229 S S 1 OR 6 2x 4 M2 235 1,50 251 X 251 2114 S S ' 2 OR 6 2x M3 296 1.00 97- X ' 296 2668 A A 2 OR 6 '2x M4 355- 1:00 125 X 355 3192 B B 2 OR 6 W2x M5 440 1.75 462 X 462 3957 B B ' 3 OR 7 2x M6 60 1.00 ' 74' X 74 668 S S 0 OR 0 `2x M7 457' 1.00 213. X 457 4110 B B 3 OR 7 '2x + _ M8 151' 1.00 65 X . 151' 1363 S S ' 1 OR 6 2x M9 0 1,00 0 0 0 0 OR 0 M10 0' 1.00 0 0 0 ' 0 OR 0 -M11 0 1.00 0 0 0' 0 OR 0 M12' 0 1,00 0 0' 0 0 OR 0 M13 01.00 0 0' 0 0 OR 0 . M14 0_ 1.00 0 0 0 0 OR 0 M15 0 1.00 0 0 0 ' 0 OR 0 M16 0 1.00 0 0 0 V 0 OR 0 L1 0 1.00 0 0 0 0 OR 0 L2 0 1.00 0 0 0 0 OR 0 L3 0 1.00 0 0 0 0 OR 0 L4 0 1.00 - 0 0 0 0 OR 0 ' L5 0 1.00 0 0 0+ 0 OR 0 L6 0- 1.00 0 0 0 ' 0 OR 0 ' L7 0 1:00 0 0 0 0OR0 L8 0 1.00 ' 0 0' 0 0 OR 0 L9 0 1.00 ' 0 0 0 0 OR 0 L10 0 1.00 0 0' 0+ 0 OR 0 ' L11 0 1.00 0 0 0 ' 0OR0 L12 0 1.00 0' 0 0 0 OR 0 _ L13 0 1.00 0 0 0 0 OR 0 L14 0 1.00 0 0' 0 • 0 OR 0 L15 0 1.00 0 0 0 - 0 OR 0 L16 0 1.00 0 0 0 0 OR 0 Itt:ft; I INIMIX112116MOOr • I i worn s:minim' ,. ANALYSIS 1 2009 IBC A..• . '‘eof cfc. — ............ ! / 1/1 fEaC?7,- B ' 1 sET•.,.r...-A,', t> . PiS 7.,- i:.e. f-n.MI — .,... I:1>i II,••II k 1 I',„.: 1: \ , L. /tx,E,,,,,,, ,,,.....,,,,, 1 .• 1 ,. --, ....J,.7.7•7; • 1 .•,•-,....., 4 • ri i i.!1 <, / [ — / ! . I 5 2 ,...! / !, ;-7-4<!-1!„._',- 571.1D IC ., .... ...! ,.., ,;• • ,,,, .t. t! 11 / '1 ,• / .. ; „,2------ 0 , ,,,,,, / . 1 re.''..I— / - 7 I• ; , ,.: 1-1:I--- /\ ; ;II 57' • *IOW --I• ',,,F.: - 0 / I r ' , 1 / / i i , . i 1.4444_,_.i, : ..--- 4, \ / , I, 1- I 1(1111 & 4 „---',.. ''i'I—--2,z ; ; 1; :::,-;••••;•;.', :II‘- , 1, 1 -1- I 4-4I 1-1 .;------ / ,/ I . ‘43--- 1 -1;.---„_„--- --•- -I I ; •,-,III- \ /' ' I . h ; •I'' T 4:1 KT , N I ; - .• . , .a, . -- / / ' \ \ . ; 0 1 r. t r I: NI / \ H • .' , / , 1 , / i ,,„ - •,,.., , , r , • / \ 1 1 41 •€..,, \ \ \ 1 , I .4- / \ Kr TC751E72N\ )ir, / I . = •\ Ir"Ta, i r r' / S•!••A •.,4C-;.•Ea . • \ 1•!! i ! t —„---' 1 1 . : .., . . !,..r . ! ! , .•• 1 i k„ ..- ra„' • ••••!;tr!,•! /,,!<,.! . < 1 *.'i i ...,...4... *211r'; r i;f2 A. \ ,, :1, :,, , ,<...„, < :11 :,,„,/4g ,1,,,, , ,,,, : , \,.).-- -.--:, i :: i \ ! \ \ .,, 1.5161.....548.0•808 i I :, \ \ 1 DESSIIIINSIMMAII 1 ; . . ; ; . . . C--- E 4<1- ';'.1. .• .. \ ,/ 1 ; • * SHEAR WALL SCHEDULE ° Jo,.Or 0.4 48.57 ac * HOLDOWN SCHEDULE I p,,,.....---; ti 1....„,,i 1 , - , 1 gat 9 ,,..„....,,,„,,.w.,..,,,,,-....,7'0.67....xob 510051SM:554i F,, `,NERS , . ..' .• Tf.„ . . APA RATED P:.YWOOD OP ORIENTED STRAND BOARD (!) NI 1....DEL#1 03) 0,05, 1 !I h , Sa 7,a'...5.....7.ax 50844 5,x..x8 40rx. CS-7-. 55 5.40.,45, Amc'7'; -0LE,,, t,u 01,..a•A 85514 /ht,5704.4 5 84080,48. bit, ! ' , 8/1EL t I I \ .I WA, „, i t i NA64,1G.i .; ; ac_ AC7ES 1 LC/o ''far,00.80080 0.80,0.77*fa-pc ; r 1 1r \ I I ''''''1'.1rI'I .... SCe lcms,a a' ra 5400 I v35,;"aoca; ff ii 1 _ ,,,,,,,,,,,,,,,,r 0,0-eet,t.5,be.404 04 1 1 .,,,-„,4 ,'"--g gg•gg..„„,,,gr-—„.,.....g„--0.0. ....., : 7. 1 17) / ..,S, ''': 1 i.f.Ir ,• .CCI I 'i 'X a`"0'I , ( c ., I .5004 4444 boa 44 0/Al 7.1177.1"*III -IIII* - - 1 • I 57., II „ ---;t_tt• I 7.1 07,70 revateo trelb 0 480.X ^tC0--1,2 51 1.71 7- 8,588. • I 1 . 7._.,1....ti tt,:„.H0,;•...: ; t Cr , t .r : rx 0 . , . ' _ l'-'7J tuu)II- ,,,•-•:::„.:::71.:-::::::::::::::::: , ,,,,,s,T,-,,::i ..-. - ----e., ,-- 1 ... - -x , -W!---- 0 ir_.,,,\ 14.„. - . 1--1,,A1.40,4,7X5 080•tx0,4 -0 1 \-1PLI I I I HT-1 r 12.' *I I - 1 I Ai 1,.• I .a.ar f 7'GC T'0 a.; ?fa 1,3-. ,r„,„,,,;,;-5 0;,' _ ; a, •a,f20 I ;E.; f .7.a b.t.1..• MP• b5 b 7.5 440 7858 n. I 1 * et)I LIt \--, ,g57,, 1-&• I I I (.7.71te.'IS i ; , I_,- IN' .ft- ' r V C Ix !,---;-! (..., . + if.)CAT,f5 T,,,,.,''.7'''^,,,,,,'...,',,,, 7007070 t7 , 05. , I . , . I .7,10,,, 5,25 „ ' - . ' t '51 .1 ::4 1 -.•:".a,.7778)187 544 0 745/455 00 -*X t t . . I II\"" I t5"- I b 0.., • 1 I 1 1.15074•1114).444 0710 xxt . , t \ / . t K -1; • -4 ---i , 44 800-0,5 4_, Hm, t 00• 44, „ x• . 8 0 50,5 I CID 1 ' \ / - ' -47 t, , •I I I tt I 71"x.- : 1 ;Sx..„ i S,...C.OA MI Ta'0C;aa/ "... T., ll-fa ff,s0',.•tt_ 15.1 7..,,,7,.; • ,.. „ ,,,,,,,,, , - • 1.0.9.6.2.7 i x5 1 '\ r \-A-%;,' r-,--- , ! .,,,, ,,-,-, ''' ; I 0 ; " I . , , i 1 5. •\ \ , . 31: 7E.,.,. , , . . I ItI , . \-5 ; ; 2/1". 1 0" I 7 5 OC• 75 -b8"0•t see P 1224 • - ! ' , - "•'•rf' iff.li r-'75'''''*'°cr...-rTr f'rTT A,C° -/0ra, 13070 IC AC 0 41 '770 1 11,5707,814 1.t1x 0 45.5, I 111, :\\ I .5 • I : t- -0-- I . ". I 1 lx.t,1 557 1 ••08 8 t,• I _I 0• I 5. It „. 7:71"8 1; tt77(.e., 1,,;:575_, ti.::,,74)7'087:x477744 75. 7','55''17-1,70 45 ;5,.. tttt t..t,,trt.t,tt,,t,,„1 i ,,,,....,„tat a. CCCI\ 7 1 // III I I I.110-t7 EN\ •A I H•ov-,•h;`!,'—t....,h-•-;,-;=: I ,-;.,:tr , - 4, 1 , \ - \ ;.-F, Stir"1 t.'017 t - ,, „ I, \ I I I 0 'II \ I 1 I • I b_ it I t• \ , .- II I M r .. , Ax Ix I Ibt / 40,. 1 ,-44-- 1 '4', , \ 44 i ,,,„ <•-i,,, _ ____ ,,,, i GENERAL NOTES LEGEND '77 /'cii / \ :l't7"--"T; " . •FRAMING CLIP SPACING SCHEDULE U.* A,SE ti.."7.:TE,;.: ; 1 u.; ;•,:-''; • •..P•p••0,...nal-..V.LOC,,,,,_ 1,;C,..,'A-CCC- 8580550 0, 5.1.-- / \ I I Ab I TI-IF. TO'.OP EACi4 E.,AR WA:—,1,1.5,la*E. .a L7PC.A.T.5 6.0 Cif tom.:C 1 r'LC,,,,FC,faAc2,r, faaatnaf 0666 1,..(766.6,00,e 77..4.1,07.8 7.77,8550, I - I (4 t8TI77t I 11 X \ • .. I 587. 15, 4 ,tt 108,50,.L5r rci ca,.41,40a. C 31_,g.a.CAC:. CONNECTE.1)TO 11I 5-I frt, R QAC F SHE-.:ATI,4.1R6-OR 0,„ , .. / 7 1 ;,.;5.71 4104,.80.7.rtut be 5011, (a)TV,.1.7iftta.7 rfc, FLOOR 5-477474Nei. -,,-4:::5OrrOrl OF L.,4,C.1-,i 1 1 tx t ,.., , 5, „ ' F78,55.511,4; CI€A 1,05-7717)NF, t I 4 , II I . €.760 A35 ,c5C r L50 °rf,-°°T R - -,...: ria7 1..=- 0.N.w..--r. Cr;7 E.- - 51-4E4 t.,4 — L.,..., ...,... C ....-.....D .., i-1 0 rm..> ,, \N\ FLOOR 51-4EATNG OR FOLNDA7ION. , / fi i', \ n ! 1",` ICAL. CONNEC7ION.r..)E.7.41-5 FOR I , 6 • IC.re\ , 18" I 785 27' : 2.' b87;,,,t,T,tqz;:to trt0r,„8„,15,,,08't et 1257--2-it-Z,77“-7.7'5"-.1-171;,,t7°'1,:11.'01%5178 1 t mum , , I 254t•SNOW LOAD 1 7,001.8.,085.60,7 4.,6 ,?.?,)5711 8 Mx,4,1, .4.,.FROFTE CONNEC'fl0N. ,,,,',,, 1 te 20 757 _. \-/_; ! aro;AEI. a' I -r Z .• ; „2„7„-2,757 7,7777.4=5- =58t, I . 7 18)80858.7 4rify 0.0555,050 -400.41, 6,7'55,800 • ZItt \I 0...H S" t 57 1 155 I r Ir,:,-I,, 5 It 719LL 24 5 8 0 I g7; 27 1 IF , .. .-•, 5 t I. r 1. ,--All t E 3 -.7 0,3701'5 8 5.17 1-70150,05.81 0.x 0:15 00 „, I tt- ,,,,- 8,4100 In - I • • (r Ar..aaafe 1.,t0blexpr,• I 8 / , ir i a- , !, i a- ;;,, . ,,, a;CT ..Mbe,8,1 be ." I ... xtee„.2-47.ot•hot d,,, • , tt /...N, C„, „ -, ; • I •0•78i78.5 i F 1 A VI : 1239 .AN ---:-.-' 000 ,-;.-) ---)_4„N i — 1,17CA...t t 17.47 5 r-a. , 111=4486=infatug • • •-• . : .•• • I . ILi ;- . - .• , IIIIII 14IIII. _ r CC.,,77,077 f;;;;TC)2Cif 5/0,1,..87.57.5.11:17t0.755,- , x 17 „,,c______,,,77,7, _71,15-4tl, 1 lailliallaalWe S , . .. '..- ,i,1ii1 8 8 <::-':: ,•:rt.::[:i li --s. J. • • 5_4 ,,..-__---1.... . 4,1 ,,, ; f,-.,•-i, , •,:,-;•, ,SE to K 1111;; i I 11 _ <--=.-44 ,488124 -.Y 1. • ; ,,,L,—•VN.44.. 4. ,_./S>45 :51 '11 115!5<1:51,1t1 1.' 5 , < 5 1 1 - - ---- ,,,_„, .,r.... . . 'ff 11,I, '''''t•''''' ;'!:;' i ' 1' 1 1 1 i! 1 /: I,-3-4.3.7,, ' '-i4._.-‘3,k-_LI r•SAOSR.'JO I3,'4,,,,lea I 0 'I, 'j j •-,2'' ' l' : ' 'i ' ', I, , j \ ' ,i 1 /`-'M.: '11”';' ---V- '1 1.I.---,—(...STNEE sEA.E. •511:.' 11 1< 5 4 SO ESOS.WIESER 4 ;nu NI , ,1 1 iirEJI 1 i'•ii 11 - ,; 1,4.4 4.............6 4 ll, 1.5 1 M V S.CE 19014.4.5•4ss I l:i ,,,..., ___: „,,,,. ! .c...,.-- ,._,4F c _ 1E11' 5 1 1 1 1111. '1,51.155 .2.i -; al i I ., „,, 11 al V1:5:101•IsisW: sli ,1 1 ... C) 5,-7:!<):15 'I 1 1 T...a1,511 f !I -2; I „r.....(1. Jrf.„ SE4EGUSE SPESSEIESEESSIS ' ' " 5 5 v ssEr.5407E5 ;11 1! `---;46-;;;----------------,INL--, '!! T .-t ,--.... , r _ , . ,. , - .,.. NI ,,,,., il .1 11 il !i ille,,,A,AC-'''-''-'^'-"' 4.F.ati! ' ' i 3f.E.G.C.A,C149+NOTES T! 1 1'11 k s i f‘5:55 1 4k. t : I 1.1171: .11,1 \ \ 1/(r1:: REBAR LO GRADEi 4 VA '' ( ,i'r ' H1 i t,6. I.1 ir, -i;i 1 ;. 1::5 pEEES Pole wol.croow,reca I , '', 9 . 1 ::- \::..;'...: 1 _______ ...,...,..,,,,„.„,„..,,,, .:„:„„„!..7.,„: „,, 1 I I"tr,"r e2r---n-r- g„„xi „„ t,, .F ,j7.=,....,,,*........„. 1 gj21 PLAN viati OF "I IS). : - : ' STEN WALL I I,ti -,.._Ti,,,,•,,,i,,,,,,,,_ , 1 EaCk 65DE 1\i” i 11 ; : \ ;____< ..4,__ _ ••,,,S121c,-,LAfS : •• f ' r , ... .: . 11 71,1 1-1. 1 : I 1: 5-51 1 11. ; ,5 ES.4 MOTT..4 CORNERS -0.04.4.5(4.4 44 ESNs 1 NARROW eAP PANEL 1 Nu., ; ;r , l ; o-ft.,,tx 44. ---- 4,4,..ES f...1...41674 .<4.4444145. <1 , — .1 5 1 111 < SS 411) ;1g:I , ' :11 I -"' Lii •-:„J up) 1 t,, •PJ•-•• • 'i: • 1 ,. '801 ,;- Lill GE 1,4,1..ING , CC4E I'L'NG---nr-g.;',4=AE.:7,. - , i ,—LAPLIEST 0.,..P 7SJE(.1)FLO 4TRAP6 4.-CANER , '''''''''''''''''''''''''''''''''••• 5:. Nil,' 4‹ 4 ;4-11 .„..i ,,,-,--- ,,, ,,„ ,„,,,,,I- ; 1 • ; ..,W4GE6T CF',HE al I----,,a'e.co*NeR ; A' ';?ZE'lt,Ira,4ratE::, — 1.c 4 4. , ,:: ,,,.') He,,:,,,,:•,,,,,-1, .' 1 ., ; 1 i $ ; f . . 1 SNOW LOAD IE.: ! 1' 1 If I,i i, * d , ,,,,34N04•5,C, tif 1....ER FL... E1'.111:D 5 1 C..101-15;iNE —CLOWN e CONE...-- (., I I "-•I 'e 1 0 :1 i ...2,-,.•4:.,..l,iila;51ilVIS =iLi''''''' i....., iM 1 NIIIIIIIIIIIIIININNI -:i _123 9 . .. , L2 , „.„,,,,,,,„4,,,,,,, ,,,,,, ..,..,1 RO,tn L.ENGSSEERINCS — __11.401111111111111111121111110111111011116/1‘ . .,, • . , TYPICAL SHEAR WALL DETAILS 0 0. `4',. , ,.x Z Boo)sheathing- 9 -------• --_, = Baa!ratter or truss. j d • Sheathing .�- '�,\ ABG cap required at E send .,' s Beveled blocking Nape ag,ns.(see Bae schedu e) — _ F / _ stmpson HI o p.+@24•a.c. . A 1 , .,'- /� -�' •-TG(1 Ctlota -- ^ --�_1r\� �- �1S Boundary oaRatg.9d `\, t ! '! ;)PEE , ( �• i ? commonsP. s..,.UNO. ?( !:S S ea-xy+erc. t s ..-i i )-.-rt \ --J T ,..11 - -�,� k,�*� i 0n .O ROOF 6,EtYNING- r ''...G. T Edge.nadrng---..=4-4:',f::::4:!-F.:74 ,,- __ r -{ I € - e .., -� �,, ".--" ; ,'.-- . Sheathing Sheath€ng to g`" • 1 rte• ' i f t :9 `ii t [,- l match below i / -t- f.: 7 , '� /,iir { '- Si LI ; fi 1 - k/,--------r--- ----V---",. Shear haling. -- / y 2 x blacking, if p f c`1^ 2z Hach sxlo of \3 -+t (+ ( ! t ..t- # 4..blocking. //fF• ./, € 2 stud wa3!....�....._..._m.�- �i j'r > \' p rI,t gust o� i ( `� --- g -a- 'a„ `7 j` ff / Sheatn€ng.-- -'-"g t RBC SCHEDULE j ,� x ST.1C 1.1.f"....,... !k / I y Moot O Boum Clip) smrsov a�sF , `� t az SEG aShear natbng i'`s�. Cnheg joists or gess - (Blocked diaphragms only ( "• r --?OR s ot,r—i tr ('_ I _ -Bottom chord- -- i ,Berl rwkmg i Clip 9 s �,.t--acnso et, � "' '' Ergenadrng 17-a .�, l-a,. #' > i.._6d�ff' i Woo ; [Uz C cr az ��y EdgenaH g _._ -.., �_�/ . a E ? 6d@Il it12oc, CEO SG EL4 .-J..:� /i �.k SFLD Gist.[. Shcaih,ng.�4. i \ >1 t• _. .__ .._..�.. € 2 a studs - 1 � - € € SECS: Cc Rafter f Truss at eaves Interiorgshearwall parallel to trusses IntErlQreS 1Pt3EWd�� tBecetedblocking aiwace. ------ 4 Scale;t »ta ( perpendicular to trusses t30ceps at8faalenG. ` ........ Scale.V=1`,S" Boundary Wens no tookaats o• ^"^1- ........._ blocking adjacent to brace.�._ l+ �.. INTERIOR ROOF DETAILS ILS 8d commons�e^.os.-._.,,_..,,, l �..,�,' Blocking with shear nailing t ~ t iB [ • € into top chord;-- + 1 I r ^p� as^• �,`- ! y'1 ( 2x 4 Vafa lchitchat. �\> > // ` E640 tOed 09 .,•`� /� a • 1 �` ( €' 2.xAahgted Ware----, to match / �/ . wale below...----.-.. / 4' x.44 ,/� y A / "'�� "Stiffener may be omMed s_r ! .. ," ""�// if brace is less leant'. Framdig ChB.tote / 1 i SECT. A.A &dladula}----- ---k i / ,A Brace-t!7T2'>=:7'-2' .. 1 j Jf;s \ r-1 r, r= Edge nadide- "�1�—•.,=, \ Sheathing _ . _... ._„ Sheathing.......... ........_ k > ,/ a Boundary Trailing into blockinc ti Co studs E 1"/ J L30 ciy,--.__.� 1, ‘1" s r:' GSC Hg. "�` ✓ lop chord..--_-___ \ _. 2 x 4 angledteooeAg'o.c. k4 "'may✓ .11; { , i ,i ..„,,, __, Ii, ,, 4 2 x 4.angiod brace -..-.-- f. C.t... (44 164 blochang to brace..------- Gable end truss SECT. a•B Scale Pel 0' el saata:t-tz•eY`o- ......_, 4 ( i„ k,u -) R� a, EXTERIOR ROOF DETAILS _, ._ / ,..1,'j1"/ .'ter 'e SL c - SEE SG Ovd_ 0 w /x'7 i = 'E NG,L'.'.Lr X 2x sleds, 0heathen ,3 �—"'� `pT kg 5c ouLE 9,see '`•.4 -Muds x.•nh anchor 2xswas 4 schedule, y < bolts.see scheaute. Sheazhtng see �'�=" _ Mnd�l1 with anchor •. 1 Sola Pf0lC}n Shea �• 7$ schedule. ---m._ i`„� I bolts_sea schedco. Z i Co studs ---i„ nailing,see schedule--.„�" rte- Soto plate with shear �"n �+a _ ., - _ ! t nailing,axe stbedUle—,,,„,....47 --'''''' ,' ,j Sheathing see p Ede mane-- .5- !... �. senot[ulo.— --..R ,1 Edge nedep. a,, h - I ,,, ' Medea see schedule4. eser. "__ .— ^' `` '-^' d bxreauxentertts: 4 ., , C. Edge nailing. Floor to mudool i shear naieng, I• 1 see schedce.---___„/ 1 2Sf S1QQW LOAD 6 i.J 3:�.i I. 9--7-..,11,,,,.-111- 999 - Standard A.B Detail g . it I -E• -..:.r...„!,,,-,> tI� t Scale t.5"=t'-0" __ �i=: t • ,ice ^ Interior post and beam Post and1239 Garage slab beam G,rdati iwahhmadsai _.. Scale.t =1,0' _ scala:r m v-o 1 FOUNDATION DETAILS L1(4