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rnsr.Zolg,Ot7tQ,P /2eyz/ -Qv /32A4o 4v6 10570 SE Washington St It R O W L L Suite 212 ENGINEERING, LLC Portland,OR97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS RECEIVED August 16, 2016 JUL 3 2018 Mascord Plan: CITY OF I-IGARD 22151A - HT Remodeling & Design, LLC BUILDING DIVISION Csokas Partition, Parcel 2 Tigard, OR 97223 100 mph 3-Second Gust, Exposure B Seismic Category D 2015 IBC /2014 OSSC Mascord Design Associates 2187 NW Reed St, Suite 100 Portland, OR 97210 Tel. 503-225-9161 Rowell Engineering 54'�G N��e.Ssi Project Number: irt 6387 �g 160303 7/ Q ON p T 22 1cfb OD r, RO`�1� EXP '.',: DEC. 31, EXCLUSION OF LIABILITIES I.DISCLAIMER AND RELEASE BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALL WARRANTIES(EXPRESS OR IMPLIED),OBLIGATIONS,AND LIABILITIES OF ROWELL ENGINEERING AND ALL OTHER RIGHTS,CLAIMS AND REMEDIES AGAINST ROWELL ENGINEERING(EXPRESS OR IMPLIED)WITH RESPECT TO ANY NONCOMFORMITY,IMPROPER INSTALLATION, WORKMANSHIP OR MATERIALS. II.EXCLUSION OF CONSEOUENTIAL AND OTHER DAMAGES ROWELL ENGINEERING SHALL HAVE NO OBLIGATION OF LIABILITY,WHETHER ARISING IN CONTRACT (INCLUDING WARRANTY),TORT(INCLUDING ACTIVE,PASSIVE OR IMPUTED NEGLIGENCE)OR OTHERWISE,FOR LOSS OF USE,REVENUE OR PROFIT,OR FOR ANY OTHER INCEDENTAL OR CONSEQUENTIAL DAMAGES. III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION. Page 1 \ 11 ri EiiahT 1— it L_ a \ C C L.: — \ I. \ Il10.i19lS111�_ , IIi 1 `/ 1\ e� r ii i°'I VL•en iI ,\ litipidiolipitirmr•Ter, \ sitilliiii 1.1%.11.411.%1 IN git \ iiti=I _ _l illtillit e"eiwel�r�°uiyi ( , ` 1 E. 1 mug !I I,iflaladl' - /,;L / / 11 , ' IN I" ]f / /r---- If 1 11 i ;1 1 �1 1 / 'I III / T � i � / r I. � ItROWELL ENGINEERING. LLC F'.luim1t. Pag0 2 , • -• 3-1-8 ,. fll' p 1 \ . . , 1 VMS•• ••ins• ', ' —711 1 -', 1 3 . W ' . Li , : 1 I 1---- j \ \I 1 i . , L i 1 , 1, 1 ' 1 , , - 1 1 II Ill 1 1 1 I • 1 I II I' 1 1 / 1 e'1,1 __. 1 / III Ili . 1 b, Ili 1 J. I/I 1 1 1 I I -- , 1 )IV I ;.I 1 ,' 1 / I I 1 1 t--) NM /,L — C`,,, Ns 11 ROWELL Lit - / - ' ....- 1 ENGINEERING, LLC )........ COLLECIION ;'.." ... . . . ... , . . A Page 3 • - ____i_ s._ii --0,— _ \ , _ \ i 1 , , i I I E 1 I ' i 1 I 1 i LJ CO 1 Allt_ILILIONE a•11111MILOLUNIM:1.61negent — \ [ 1 1 I I 1 3 1 ___.,_.,... 1 , < 1 4 i 1 I , , I \ 41 , • ; 't 1 , i'-', 1 I ' ----i---„,' -4- 1 1 I \ 1.... f 1 —14" , I __ '71— li / .--, il, ,111. ,11 L 1-.°11 I I I 1 I / I i I i i 3 I tan • / Ul 1 . 1 , 1•11••elm•pi wpm,••ism••um.••news , i . .....—.— il 1 1 I 1 ea ----± E_--:L E_- 7- ROWELL 1 0\ RIK / , i / R ENGINEERING, LLC 1. ....1. COLLECt ON Pb.' Page 4 1 6/4M3 L — 1 ____ \ 1 z 1 T '1 H4111 In ia i.,,CEI i : ! ION••mom••mno•••=Now a•mon . , ! 0.41 I ' II ! 1 Li I ' I I I I 11I ' 1 I I 11. - I II , . . . $ • -74" ()I -..,.,„ 1._ 1 I-,,,' . . I III II .. , I I $ ( V I 1 ligi P , ...ili • ,,, • , me••mom a• II I 1 IN ' -- ' 1 it -- — 1 .- '''' . ' ,11 ' I , ti - , r • 11 T d ! / ' I 1 1 1111V ' 1111 i ' 11111 i.24 ' ', I, I ., i I -'II'-. $ 11 gml .0 'Ap Illtaifi 11•111f ' 1' ' 1 i , - - , . - ' / EF I i / IlilifitITIAIIR 7 L /IV .,.• ..-$:. t•--) _ ML t--) _---. -.—— • -_,_...-----__. //— —10\ ROWELL Lr. / , ' ' It ENGINEERING, LLC '111. Page 5 DATE: 08/16/16 PROJECT: 22151A - HT Remodeling & Design. WIND LOADS LOAD AREAS FROM GAD LINE A B CD LOAD mean roof height, h = 24 ft 0 0 least horizontal dimension, b = 36 ft 0' 0 0 0 a=min(0.1b, 0.4h) >= max(3', 0.04b) V4 25 14 69 93 2315 V5 26 12 65' 92 2254 0.16 = 3.6 ft V6 24 12 39 44 1558 0.4h = 9.6 ft V7 22 9 74 73 2205 min = 3.6 ft 0 0 0 0 3' = 3 ft 0 0 0.046 = 1.44 ft 0 0 max = 3 0 0 0 0 a = 3.6 ft 0 0 2a = 7ft 0 0 0 0 root rise, y = 4 M1 8J 149b root run, x = 12 M2 51 29' 1528 arctan(ylx) = 18.43 DEG M3 39 28 786 M4 62 174 4592 A = 25.8 psf M5 69 167' 4653 B = 7.3 psf M6 60 31 96 3426 C = 17.2 psf M7 56 172 4403 D = 4.1 psf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Page 6 Eli) i 6.... • ., ..... Y I li 4 D 131 . . - . Ill AI o III 71 -II 1 to 1.1 I = tt { . fl ' 4 i/ Lab I I/II 11 N ,,. --- A 1.1 \, ,E \ 4, "P,, / -1 ki .11. . " / P „, 1 / _ 4f 1>_ I_ III , A ; --- _L •••• I (" . A 1-.4 ME ---=-_00:? 7-D_/.- \ Er I ROWELL . '-°. / , ; / t ENGINEERING. LLC ;1).-a CC,LLECTION i • Page 7 U r, v r-- , ' e I 4, 0 l' I C M CI !! D th D ill <E> 1 1 R ,1 r 4V 1-1.0.• . ________ -1 ,-i (0 1 II I 0 U 7 i- C 2 - 0 ....iiL.' ql;T A) ;.' .... ., 1-- ---u-1 -ri 11 0 ni rifil , A r n AI a) 1 A • I Hi o m> 1 Al 0 : . '0 ( z - kip $--'?> • e 0 0 '7,1,t,.._,FP "\ n V ' " i II ROWELL / .. ' / It ENGINEERING, LLC ';).--6• C,..,L E C i r N / • ..J U - J jJ LaZ- OD ; cm Z as 0_ yy - ' Ii// W : 00C \ o •%). • o V • SHEAR WALL SCHEDULE • fl, ,, n,a, ,,, • HOEDOWN SCHEDULE • F i NIC 18 D (2)An dq Can,0 Ye 3 • / 1 n. -- APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) , 6 SR Y. a A,aw x/a rn BPS%A• 6rearms m•01.1.rom n A • I'ammo —��_— ...__ ALLOW - Sown IOm /,xn/Om "'I PWc. 'L -n6 00WE5 LOAD (3) 1 ea mower•iftl.C. e •!A•tl P� I w/• I O MICYrI[$$,1 W! r 1. IGO en y>'YG' W�Lt i :>[5 SINKER (u) (2) CIS' P)./nmar)4 .a vonne to or 3 .a ... 12 0 ())a m mar e 'aio I a. ree OM (s0 0> •]p' HIS (6)9.3i'•x}}r' 3 an P-nar mo!e• 'm ^ I u 6" PC. 1 6'O.0 2% AB'0C. HIS .31.A 2b axeam ns',r o)134 x 14 n 12 I�ti:a,�e« n Cn s e Ir $'Si- ww ' ____H. 1 ••aw a ow nal De9 .._ +e.l 1) , A h �_. ,,77��((}} • (6)0.4a a r RH a n•a me,o- •c1 o r n ..t}.{ (21)Ma I . rc ,w .«n 001.4 [II a 0131 •• eta r'CC 'OC. 2% 46`0.^..! 350 (/} W lie•ee.,.a 01e8•v 3'ma aw.•Iw.e..:e 'y,q w.m.ere am 1 a..1,xi ' VVV ! '3'n. I r.III v n li A 4— us W (0; r.a 13 e••awla•be orma'em R•.e 12 f <ro),m •me enn I6a k (8)u 11.9 mot o - S s KK (\=/j I c.A. •.vs 2..0.C. 1'O.0 2% IJ'0C. see(4 .*1 3% ) A f d 09 H•ra• mom• r ero eon 4 10 I2 {n)wa.an.e•.. 1 i %i' r Mr xuC 34'OL y -u .•ae- Lonq nam a e•m- v0, 1 III pA p 01 ♦•>%' 2'0C. 1'0.L 3% 22"OC_1 py�,�� • (143 Cu6i •x.]6Y /(tl loa n ra [ea-I.:. 4&, ! nee(4) N8 • 414fl,; (301`6o c,n -.�...l AC5 H115� ,fir.. r xn u51 40•/IIOj,6•< enn n xer I lisle•o•/d 41 lea mimes mon me -- rsomem woo i(4 °I)C4Sx' 1 ocn a,. R soo °r, C,» •.)% 3'OC. 3"OC OBE.2% 20-O C I see(4) 9&> 4Sis .an ae• 0 _ _. iAl wa..•+ /n EAI OL r w e w.. 3x 20-0C• 9H0 ^ } _._. t kJf lA� Mtl 9 I 3 _ __ U2)evas maims.� e I (nm 3D33 MO >A 1 sa)+. w+n.. u5r&I eya out .•0* 2' 0(. 125'O.C. 3% 16'0C r nee P�gp 45tc6 - "ena.0 A I , s% r. j *PM s« 4'oc. ,Ee Is, r Rxn n.rv. (4),(B) ;31l0 ,.•3 I xix x`Yw 0 r , A°. B 0140 '.�• (FAJ4 r r . . .n•Hou \9 _ a Ol r ur Out i o. PO 00 rnul...y,,.e. . wm,.ne„>w fzl 2s% r% .e `C ae Y.r 2"O.C. 2-O.C. 3% 33'0.G iq _:r 14 uor w A6 araw tel teed ' �Ea 90E ' Rn . i(+).(e) .a0 /eXtz1 `�,.'o '. s n«s...�.wa ux° I 1 o31I r,�•r Lam{ LuII\1 4 Z N J `n U vl O x 4 X c Page 9 DATE: 08/16/16 PROJECT: 22151A- HT Remodeling & Design, I ver012208 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2015 IBC BY: J.Y. mrsamigagillm. Adjustment Factor for Building Height A = 1.00 111111M:Ziaid IMAM Increase 110/B wind loads by 0.83 E9ulaKN_\ l`i' to obtain 100/B (Sos=2/3 Ski ) 0.850 1.2SDS 1.02 m-u` a. snow load = 30 upper:MUM mean roof height, h = 24 ft 11213:111111MAII ower:`iIMI V=1.2SosWoL/R ASD Load Combination = V/1.4 Wr, ASI3 DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15" 2041 30615 4804 3432 EXT. WALLS 10 8 198 7920 1243 888 INT. WALLS 8 8 150 4800 753 538 BRICK 40 0 0 0 0 IOlAL 43335 6800 4857 MAIN FLOOR ROOF/CEILING 15 671 10065 1579 1128 F ••' 10 1502 15020 2357 1684 EXT. WALLS 10 9 192 8640 1356 968 INT. WALLS 8 9 150 5400 847 605 WALLS ABOVE 12720 1996 1426 D ' ©-- 0 0 0 1E}t1G' 41 0 0 0 0 IO1AL 51845 8136 5811 LOWER FLOOR ROOF/CEILING 15 ZT 0 0 FLOOR 10 0 0 0 EXT. WALLS 10 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE ' 14040 2203 1574 16CK 10 0 0 0 l NIUR 40 0 0 0 0 TOTAL 14040 2203 1574 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Shear wall Load (plf) Floor to Floor Holdown Floor to Foundation Holdown wind/seis Tag Load I ype 1 ag Load Type S. 260/260 1 1500 CMST12x36' 6 2684 STHD14RJ A 350/350 2 3430 cMST12x48° 7 5090 HTT5 B 600/600 3 4700 CMST12X60" 8 7870 HDU8 C 896/640 4 6210 CMST12X72 9 9535 HDU11 D 980/980 5 9215 CMST12x90" 10 14445 ' HDU-14 E 1280/1280 ? 14446 to high F 1540/1540 Page 10 DATE: 08/16/16 PROJECT: 22151A - HT Remodeling & Design. WALLS LOAD WALL SO. F r. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0 0.0 0.0 V4 21.7 21.7 8.0 V5 11.9 9.4 21.3' 8.0 1/6 2.9 10.8 7.3 4.4 25.4 8.0' V7 4.8 3.5 3.5 6.0 17.8 8.0 0.0' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 86.2' M1 8.0 8.0 9.0 M2 3.0 3.0 6.0 9.0 M3 9.5 - 9.5 9.0 M4 5.4 16.5 4.0 25.9 9.0 M5 35.0 35.0 9.0 M6 2.8 6.8 3.0 3.0 4.0 4.4 24.0' 9.0 M7 2.0 2.0 3.5 3.5 2.9 2.9 16.8 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 125.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0+ 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Page 11 DATE: 8/16/16 PROJECT: 22151A - HT Remodeling & Desigr WIND 110/B 100/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 V4 ' 2315' 2315 1913 21.7 107 88 V5 2254' 2254 1862 21.3' 106 87 V6 1558' 1558 1288 25.4 61 51' V7 2205 2205 1823 17.8 124 102 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0' 0' 0 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0- 8332- M I 1496 1496 4 23T 8.0 187 155 M2 1528 1528 1262 6.0 255 210 M3 786 735 1521 1257 9.5 160' 132' M4 4592 2315 6908 5709 25.9 267 220 M5 4653 2254 6906 5708 35.0 197 163 M6 3426 1558 4984 4119 24.0' 208 172 M7 4403 1470 5873 4854' 16.8 350 289 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 29216- 0 0 0- 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 0' 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 Cr 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 6 6 Page '12 DATE: 08/16/16 PROJECT: 22151A - HT Remodeling & Design, L SEISMIC SEIS. TOTAL SOR % 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 0 4857 0% 0 0 0 0' 1.00 0 0' 4857 0% 0 0 0 0 1.00 0 0 4857 0% 0 0 0' 0 1.00 0 V4 X 4857 1056 52% 2513' 0 l 2513 116 1.00 1.00 116 V5 X 4857 985 48% 2344 0 2344 110 1.00 1.00 110 V6 X 4857 936 46% 2228 0 2228 88 1.00 1.00 88 V7 X 4857 1104 54% 2627 0 2627 148 1.00 1.00 148 0 4857 0% 0 0 0 0 1.00 0 0 4857 0% 0 0 0 0 1.00 0 0 4857 0% 0 0 0 0 1.00 0 0 4857 0% 0 0 0' 0 1.00 0 0 4857 0% 0 0 0 0 1.00 0 0 4857 0% 0 0 0 0 1.00 0 0 4857 0% 0 0 0 0 1.00' 0 0 4857 0% 0 0 0 0 1.00 0 0 4857 0% 0 0 0' 0 1.00 0 200% 6 9712 M 1 X 5811 125 6% 334 0 334 42 1.00 1.00 42 M2 X 5811 219 10% 586 0 586 98 1.00' 1.00 98 M3 X 5811 93 4% 249 0 876 1125 118 1.00 1.00 118 M4 X 5811 1000 46% 2674 0 2513 5187 200 1.00 1.00 200 M5 X 5811 1048 48% 2803 0 2344 5147 147 1.00 1.00 147 M6 X 5811 961' 44% 2570 0 2228 4798 200 1.00 1.00 200 M7 X 5811 901' 41% 2410 0 1752 4161' 248 1.00 1.00 248 0 5811 0% 0 0 0 0 1.00 0 0 5811 0% 0 0' 0 0 1.00' 0 0 5811 0% 0 0 0 0 1.00 0 0 5811 0% 0 0 0 0 1.00 0 0 5811 0% 0 0 0' 0 1.00 0 0 5811 0% 0 0 0 0 1.00 0 0 5811 0% 0 0 0' 0 1.00 0 0 5811 0% 0 0 0 0 1.00 0 0 5811 0°j 0 0 0 0 1.00 0 200% 2133r 0 1574 0% 0 0 1 0 0 1.00 0 0 1574' 0% 0 0 I 0 0 1.00 0 0 1574 0% 0 0 0 0 1.00 0 0 1574 0% 0 0 0 0 1.00 0 0 1574 0% 0 0' 0 0 1.00' 0 0 1574 0% 0' 0 0 0 1 .00 0 0 1574 0% 0 0 0 0 1.00 0 0 1574 0% 0' 0 0 0 1.00 0 0 1574 0% 0 0 0 0 1.00 0 0 1574 0% 0 0 0 0 1.00 0 0 1574' 0% 0 0 0 0 1.00 0 0 1574 0%' 0 0 0 0 1.00' 0 0 1574 0% 0 0' 0 0 1.00' 0 0 1574 0% 0 0 0 0 1.00 0 0 1574 0% 0 0 0 0 1.00 0 0 1574 0% 0 0 0' 0' 1.00 0 0% 6 Page 13 DATE. 08/16/16 PROJECT: 22151A - HT Remodeling & Design, LLC WALL SUMMARY WIND Narrow INCR CON(R. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT wlnarw w/o HOLDOWN sill NOTES SHR ncrease SHR W S SHEAR incr incr plt. 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 + 0 OR 0 0 0 1.00 0 0 0 O OR V4 88 1.00 116 X 116 927 S S 0 OR 0 2x V5 87 1.00 110 X 110 880 S S 0 OR 0 2x V6 51 ' 1.38 121 X 121 702 S S 0 OR 0 2x V7 102 1.14 169 X 169 1181 S S 1 OR 6 2x 0 0 1.00 ' 0 0 0 O OR O 0 0' 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 0 OR 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0' O OR O 0 0 1.00 ' 0 0 0 O OR 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 O OR O M1 155 1.00 42 X 155 1391 S S 1 OR 6 2x M2 210 1.50 146 X 210 1894 S S 2 OR 6 2x M3 132' 1.00 118 X ' 132 1191 S S 1 OR 6 2x M4 220 1.13 225 X 225 1984 S S 2 OR 6 2x M5 163 1.00 147 X 163 1468 S S 1 OR 6 2x M6 172' 1.61 321 X 321 1799 A S 2 OR 6 2x M7 289 1.75 433 X 433 2600 B A 2 OR 6 2x 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0 ' OORO 0 0 1.00 0 0 0 O OR O 0' 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 O OR 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0' 0 OR 0 0 0 1 00 0 0 0 0 OR O 0 0 1.00 0' 0 0' 0 OR 0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0 0' 0 1.00 0 0 0' 0OR0 0 0 1.00 ' 0 0 0 O OR 0 0 1.00 0 0 0 O OR 0 0 1.00 0 0 0 O OR 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0' 0 1.00 0 0 0' 0 CR 0 MIND l MIMIC . e GENERAL NOTES LEGEND ANALYSIS SHEAR WALL SCHEDULE • •FRAMING CLIP SPACING SCHEDULE O.C.• _ E„:.SF yC-_ 2015 lBC J U ABA RATED n(nv09O Oa ORIENTED 0yF I) ._ !•e0>.nata.n CC, c.r; 1 5l13YIC R 0 -A STRAND BOARD 1 i TOP O% AC,- yc R.-__ IUST BE no -Int P T; F E J-' ._.. .AMNC4[ Y m t f..4 l (C,ruM1S - :.,r.,.,, •nin �c rAYroN x CONNECTED TO T•: ROOF rEAT4-IING OR xF fate .• .,Iv. — {a)Ax 1 d o1 L nx1 �E a •1 r 4[L NAawC ,p I A..F. LOAD FRAMING rl n ; s-a •: 0,ac, .>•_ Qlu c cx ._l.c FLOOR SAE A7H hCa. TFE BG770."' OF EACH c� {i� Z c sd.(55 a P.M 16a van 'P,CK e r: • IZlP Y._ . 1wE IDOLS pKKEN It,j IT I , • '(.1 A.35 155,1_ ..: ` `x' MS.3 4' FOCI,'4r0 NR[I SAE AR WALL r'IUST BE CONNECTED TO THE FLO eN nr � n ,, j1 .1 ( (3)0,0311 y el m`«ae r N ce. > m ,,,ay.Yic TYPICAL CONNECTION1 DETAI OR DLS FOR SEEATION Z e,Y,�48 Ip not Pe 1 eE o.- 6 OC 6.OC YI( M'OC 46O -''--' utlin{ 10 6 PY' - - ' xX vn Rx•ul,Rd I APPROPRIATE CONNECTION. Y w I '� 5 20_�I (410:04. 1 ry etdel». l- O a^ T 1 I.. c�1.crewsf O..6G.P.wed z •.>C i'OC e'OC i IX tl'OC 350 4 9 ] -- OM 4 roclu'e. 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