Loading...
Specifications ‘MT 031(s %9bsto \u- S '. R OV E L L 10570 SE Washington St Suite 212 it ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS RECEWED May 7, 2018 JUN 11 2018 CITY OF TIGARD Mascord Plan: BUILDING DIVISION 22151AD FOUR D CONST. 2 IRMA DELLL BUTTERFIELD PARK - LOT 4 TIGARD, OR 97224 120 mph Ultimate Wind, 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 Project Number: ���'�� PRO 180161 <� F• • /o 58 S7" 0 Go 'r G7 ' 22, q T. RoNiN 6, Mtt : DEC. Si, 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 CONSEQUENTIAL 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 i4. Vi V2sl* V3 1 I Dd ,-,, ,-,. E , , ,„, ,i.8 . , ,M i. _1I , ■ , _ "} i `'.,i_ }'' „., it ■ u ..Y F � CC i' 21.6z. ■ __� — I s 3#,�„ii.,}!��� IO '«• '. 1/ ( z1.6 ■ c , _ ' -:-, -7- y■ ,.ems f r 1 4' arY •.�iS ... « M1 NI _ 44‘ M3 i` 22151AD PRQNNT ELEVATION ' III RCS CELL 0A,..,,,,,, o5,oa:,R c* sc�� .ve• . r.m.� i / ENGINEERING,LLC CCL L E C T I O N STRUCTUR At. ENusTTSCRIsic 10520 5E WA54125ION STREET STE 2+0 PH 15031 25<.6.2 PORTE MO OR 94.+1S +AO 5032 P54-6754 r , 1 Page 2 I = . 1 1 . I — , E • • D 11.8 , •.., ii . N... / ,..-.:i. ; 1 • 'N,1 14.8 B i • .. ...- , . ... ,--• ' ' ,._,_ _-...7 :_ _____.3.7., '....._ ...f....-...".. ......_.„- =__ -- ....j..7--'- .., ._. ' '... __ __ , 11.:77. __ .... 1 i --,:: ' 1.10 __ _ _ _ .1 _ .. a I _-- . _. .. .—.— — ---- , . ,.. ........... — . ------ -- 21.6 • --7._ -— .____ _ _ _ __ _ _ -, __— ____-- . _ I ' .. • ----, — _ --—-- _„_-- - — - =-- ..„-- ___--__-.,_ _ T . . ..,_____- — ---- -- -.. --- -- ,. = M4 M5 M6 M7 , e' I i ! . 1 : 1 ' ...' I 11151AD ; 1G7.- ELEVA,TION _....... Ell ME ROWELL scars :litr . 1..6, 1/ ., I / ENGINEERING, ...... COLLECTION STAtt.MTA,Akt Att. ENG...MS.4,4G 1051S SA W0501.M11 STRES 1 SSE 210 PH 16031 354-5152 Pan AND 55 91200 AA...501 254.5151 f Page 3 ‘ , 7,-----_ f , /, / `. ..--, _ ,.. /• \ , / / \ ,., 7 II / ." . z„.. ... ,-, -- -_ , F-------,--, __________ rt , .........— .11, ....,.. - -11 ;77-1 II - ____, , , ri ii ____ i, 11- -- I 1 , .. _- L.-- -,-1 --_ ) ------'1 ' L___Ii --:=7 11 L„...__._,'1 i IL.,_,__,,. :. ,4..... -,-- i .... . - 5: • ,,.. "`,... .............a..„..........--- - . . . ; ,, _„----__:' ::.--__A 4.------- E 1! _ ; . = 111Zi I 1 - - _ ____ Ef, ,,, , , - _i_--I I- ____ _-_---- ...------ ...- -- ----_------. .._ --- 1 ' 1 ' 1 . r 1 i — 7 1 22151AD EA,,J ) EL____ /4 ION ... .........__ II CC,LIECI ION R OWELL STRI,C7I,AX.IE.t.GMIErr,JG STE Pm ,... I 239 SCALE .1,-e° . r—ces, 1,1, , / ENGINEERING,,,:,:l.;L:s7r,:. Page 4 ..._ ---,.. ..--/ . ..„/ ,. , ,-- / ..- , ..-- --- , - '.„, , - z -.., /1' -- —fl.— - — 1 1 - — — ,,,— 1 1 ' 7 -------e' -- lommemo i__—_ 1- ----- " -- . . _ ,---= ti .- ---_--__-- — -- - .i . J. __ ____ __ __ _ _ .________ - __ _ _ --__ _______—_— ______— ____._ _ -- — __-- — --- I wpm , i ! = •= I A I s i s all I z2151,0 1_._EFT ELE\LA,TICN in ad.r451,26„ It ROWELL __ .........._- D.wn) OR,LOTTA CI scALe,us' . r-rs' ENGINEERING,LLC CO: LECIT ION s,F.,,,CTurita, ENC,IvE.E.,NG loONTO SD WATINNATON STREET ATE 240 PT 103;ODA 4292 PORTLAND OR 9720 PAIR15031 PM DTA! i . � . . Page 5 DATE: 05/07/18 PROJECT: 22151ADFOUR 000NST. 2 ��8��K� LOADS ^ ~ ^^~� LOAD AREAS FROM CAD LINE A . B C D LOAD mean roof height, h = ft V1 47 58 40 42 3057 least hnr�onto| dimension, b = ft V2 247 113 5582 ^ ' V3 57 62 2149 a=min(U1b. O.4h) ^= max(3'. O.04b) 0 0 V5 41 102 38 98 4205 O]b = 5.2 # V6 2335 73 181 4406 0.4h = 10h V7 17� 11 530 min = 5.2 ft 0 0 0 0 3' = 3 0 0 0 0.04b = 2.08 ft 0 0 mux = 3 0 0 0 0 u = 52h 0 0 2a = 10ft 0 0 0 0 — ' roof rise, y= K01 100 52 3054 roof x =o -� � . 12 M2 258 4438 aro\an �x) = 4500 DEG �N3 115 arctan(y/x) M4 19 41 1017 A =� 21O psf M5 40 27 159 3998 B = 14.8 f M6 15 229 4263 C = po '— f' M7 65 1404 D = 11.8 psf 0 0 0 0 0' 0 0 0 0 0 0 0 (/ 0 0 0 00 0 0 0' � 0 0 ' 0 0 0 0 , 0 0 ' 0 0 0 ' 0 0 0 ' ~ , 0 O 0 0 ' 0 0 0 0 0 0 . 0 0 0 O ' 0 - . //-'71 Page 6 , , \ , , \, . \ cre, / , \ „ '' , , .. 1 ii \ , 1 I ; , , : :-,,-- it.-1,14_ C,7,:3 LI ' ril L - i 0 ... ., .=,.. ' ' EI I --""---1-rj 1 1 i . 1 . 1 1 I I ; I. 2, 0 P • , -,,E.,,, ‘,7.," 4..2 j 1 , , ,i < . G , r I 0 _I , FLX)OR PL_A'N , ..........,,..44 . ...,,. . , . i 1 , , .. - li2151AD L 7:-----0C);-' '--.4'.\\'' 0 i ROWELL ___ . _. _ . _ ____ --LE -- - --. / . , / R ENGINEERING, LLC COLLEC.:110N „vs s, 'os.,,, P.1i 043,. 4,6 I AT:50,1,t,e It \ Ir 4:: <F> 8 Page7-- , . Et- IR , comp,ITER RE C. M. f• , -r_J1== I 13 RD ABOVE 7_y // \ WRAP STRAP E. AWSN UP 1 AROUND BM. E 14.C.4BOVE E / NOOK OR 051.J.VA i E E.. 7 . . 11. SE' i.. 1'111E- WRAP STRAP AROJNO B.' i , 1 • OR EEL -S- t CLAEj Si•-•0•P GRE AT Ri"--, ..,, I j 1 , I ----- 1 , 1 , I ' i I\ . _ rlLIESN i ii. ND ASO 4 0 D[N•ING . , GARAGE ; i 1 I , WRAP STRAP I 71- 1 ARCVN Sti 1 i 0*DBL. ST .-7"' / J 7711 ji i ,.. i: .... i N---b _ i l'\ i 0 DEN ,1111111 1 4 0 -I A.24ti-zvir:. (21r.i. 1 t1 - 1 PRE-BENT STRAP 1 PROM ABOVE--' .4..., --„„-It, 4;121 .704747,,ER4' I ' I ji I 1 1 11 . 1 111 426,6, ef . 0- ,, Jams:4, (.•'i4 I IMP n-- !.. MAIN FLQQ PLAN SCALE ).,AE P I-OM - .. , .-. P 1..P !,21.51AD MAIN F-'--LOCDPZ' PL.ANs s II ROWELL ______ __- i AAA. ()STOW. CT SCALE •lar . r-o-'''' 1/. JIC / ENGINEERING,LLC STRNOMOPEAL ENCEhrESEL,T,TJG 105,0 SE WASTC,610,4 MEET STE Ps, T., Cs61 ?TT ESSE POOTTAA OR 972. EL,TET ESA 6, 1 •... 1. 2,. ., .._____ , — „. 29 9_ —1 "111111111111111111111111111.111111W • co ..i u ,i a) . o) co ti ..... W Z 0. (t W'I S I Aleld4 41 ""IgI I , I 1 I . 0 i K ) ,3) , I 426 I • SHEAR WALL SCHEDULE • I t,7 ,Dr 5,01 F.. [0*GC . HOLDOWN SC EDULE • ---41k I_„„c„0,,,,,,„,„_%., [ SEISMIC ZONE D 1,„„ CA [FYI "00[LS APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) ; ,,,,,99910 9ttt.,o 9,19 OP V-Ii or 9.9 34,99 (9,, MODEL#I i I 532? ' ..._ ___...._ , , , FRS 3.'[.'26 r,99o9 9,,J.1400e.,NOW ".1 4,1511C, Tr\-- 19,o 999910.1 09979010 I',--t: [ FASTENERS(3),(5)45[)7) SOLE le SILL PLATE*1 i I ALLOW 90,0,9ro,,999,* ajr,t9/99.1,,,,4 ' 04 ' IYA,LINO .4I9 40 ES I LOAD (3)Satefrneo,oto 9:-.9,9yor.:-11,,2-0 C W 0,4,9,41 .1160 0 e CC . MARK ,, 03D312 2 (t;163 00[000( ., 1 o,[.00.0[00 00000 TYPE i 6 l''AENtL '63 SoZE S0ActN0 1 1 0 ED S SINKER I 04) (2) ( th (4)Fra0000 00 00150,04g 099410 10 00.9.^01,,,Ol or,.94., 4- ' 1 ofoo.,ny 4tcygerao 0c,,,,,,g 0000 at 0040 e., : m..00 N . 1 . (f..;0131'4 a.try"x 99 P-919 9,9y r.9 rephAsto 09,, ---41-C94,9T1'2 01 000 000 0040000 . 1 0* 0 C. 6*0 C 2% 48-o c 1 6,40'4 0 A-400,100 n.or 911,390 A 290,,a p , I,YO F9....O.Y.,,,, 4Si. i ibi P^M.N. 1 i 1 iH turnbital goas9/99290 L,I9 no, 2 ,48'Long) WI 1 . , - - —--4----i-. , (4)0104-0 x r) RN P-noo/no,.,ep1004 oi.19 31482 X (045)12 xi 002) 0*400140[[ 00 1,n ,SI.Ot IMO+eno ,O. 3:00.,504[000 0024 0 0..0 r 34{},4140004 60".L40,4). ,.; I 0111 •0 23. [ 4"o.c 4'0 C. 2% ,44*ac.1 1 ig8 (f) 00004400 Los 1 j - DI Ill 0)^F as4,9»ole).el rt..,.,t1-...PA.,,e,rt. 41140,CMSt12 01 s210,L.c444,-.. ,. -- —+ —----+ T.-- — C.)1 41,999,99,4,%6 oost 4D encit ono . . , y,D, ,. x 2 00 3 05 20 /3 OC ste(4) ,, CI '''',/! '4'2" , 40 0-00% 34 34-0 c, 4i. o,Oo*ols oi,99,el oOctl ono o.,eneN st,e9,00l,#.'test,. CMS'I-3 e 0*'''''' ''''''''''' y. I z to 999 09,./Die 2%sly. Dia gteg ynot,vo tslys,'9.1 Ill --- E499909 49,99. 2"a C 2'3C 3X 22"0 C aee(41 tq + WO 505)14%36'L 4/03)160 0000500 0000 I RAJ 37.„/II,D)160 9,99,999,9,wake,roc.0o3n.o G S)NI14331 (X)Ito y.,9 i A , n nil, • , [ 732 f 01 4.000.. 001(40./(14)164..triceas old n 004 , I 1:00....... a 65 0 9 )9 . '',,,I,tr ' t 1S4,19) 4 1 X. 9Io/(22)I 69,em).10);..)s)))0)),,,,,y, )TS 1 , i)711 m 1 243,L5x4.„44,L44, 05146 02115).144 0o99.0090 49 so,99,/ , 24*.0000 °-* 6031 4 0 28* . 3"CL r DC (NIL 20 20"OC 1 ,e.e(4, a 45)552 01(22)064 0044,e000 ono I I (90 El' - 3)* 20*C.C.0 SIDE ' 3"°**`0, 4 -- t ......._ ,,,,c.,v473l /!2Lt , 2 99 999010* 002GII D004 . (2)9995" IYY 4..7 0 ,5,, .(23iz , ;:,7, - wow,99?4.24 - 9,,,9,y4j,,,o1,•,r1,9"4O,onC 057000*42led yoksta 999end e, —.1 ...A " 1 * tee" 004 I ,1 .9..".3.\ (34)T 1tIr 3'''',/,'“'n1 (4)(8) I [1. HOU-II 9/2/4"4.,‘",,Voyie 6,itel 9,9,0911 9,99,99 isy i EA ,,E 2OC 2 5 0 C 34 OC F Rs 0-000. I 11[32 My u.an zINGD11.p.....e.o,,-Ou., ata.0)not mw ur rty I ,,,g,eggg.gg, 1 T 4 1 1 I([•)36 oIoto+0099,I.4,1013 5,e,t,(in 0,94,999 9199 r at% 2-012. 3% 13' I —1(7002%T.'2 26'99.9, 0,9„,yy,„„1, 14%, 43,(8) ' '''"' I 9,"./49A4"09,9 at VP, I 'k,4I,1 yy.091 toon SY),,,A9 bo9 99.Ily , 33402/14 ` 0040,0 0 ili 11'. I 1 4 1 (1) is) iiiiM11.11111.11111N' , >< ) i , I 1 1 ' I I 1 i I 1, . • ' ' DATE: 05/07/18 PROJECT: 22151A[JFOUR [JCONST. 2 Page voum1m,11 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE '2O15 IBC BY: WIND SPEED: 120 ' Adjustment Factor for Building Height A = MEM EXPOSURE: B Increase 110/B wind loads by SEISMIC CAT: D to obtain 720/8 - »« 0850 F^SDS=1 1.02 y � � R: 6.5 . snow load = 30 F: 1.2 moan roof height, h = ftAuPpec 2143 �������m�v main:a2778 V=FSonVVoL/Req1214'11 A lower: 0 ASD Load Combination = N1.4 wo, IBC ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-21 ROOF/CEILING 15' ' 2143 32145 5044 3603 EXT. VVALLS 12 9 209 11286 1771 1265 INT. WALLS 8 9 134 4824' 757 541 'BR|CK 40 0 0 0 0 TOTAL 48255 7572 5409 MAIN FLOOR ROOF/CEILING 15 949 14235 2234 1596 FLOOR 12 1829 21948' 3444 2460 EXT. WALLS 12 9 242 ' 13068 2051 1465 INT. VVALLS 8 9 113 4068 638' 456 WALLS ABOVE � 16110 2528 1806 DECK 10 0 0 0 BRICK 40 0 0 0' 0 TOTAL 69429 10895 7782 LOWER FLOOR ^ ROOF/CEILING 15 0 0 0 FLOOR 12 ' � 0 0 0 EXT. WALLS 12 0 0 0 0 INT. VVALLS 8 0 0 0 0 WALLS ABOVE ' 17136 2689 1921 DECK 10 � o 0 0 BRICK 40 0 0 O' 0 TOTAL 171362689' 1Q21 ' . REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 'Allowable Shear wall L»ad (P|0 Floor to Floor Holdown Floor VoFoundation Ho|down wind/seis Tag Load Type Tag Load Type ' S 260/260 1 1500 cmsr1zxnn^' 6 2684 STHD14RJ A 350/350 2 3430 cMsr12x48^' 7 5090 HTT5 B' 800008 3 4700 cmzT12x60' 8 7855 ' HDU8 C, 808/640 4 6210 cwsr12x72^ 9 9535 HDU11 D 980/980 5 9215 omsnzxen' 10 14445 HDU-14 E 1280/1280 / 14446 to high Page 10 DATE: 05/07/18 PROJECT: 22151AD FOUR D CONST. 2 WALLS ' DIAPH. LOAD WALL SO, FT. LENGTH LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES V1 21.4 21.4 9.0 V2 11.6 8.0 19.6 9.0 V3 22.6 22.6 9.0 0.0 V5 3.0 3.0 3.4 3.4 12.8 9.0 V6 9.8 3.4 13.2 9.0 V7 3.0 8.6 11.6 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 101.2 M1 21.4 12.2 3.6 37.2 9.0 M2 13.0 26.6 39.6 9.0' M3 47.0 47.0 9.0 M4 3.0 3.0 6.0 9.0 M5 3.0 3.0 2.0 2.0 10.0 9.0 M6 14.0 14.0 9.0 M7 7,6 3.0 2.6 4.8 2.8 20.8 9.0 0.0 0.0 0.0 0.0' 0.0 0,0 0.0 0.0 0.0 174.6 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: 5/7/18 PROJECT: 22151AD FOUR 0 CONST. 2 WIND 110/B 120/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 120/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. Vi 3057 3057 2274 21.4 143 106 V2 5582 5582 4152 19.6 285 212 V3 ' 2149 2149 1598 22.6 95' 71 0 0 0 0 0.0 0 0 V5 4205 4205 3128 12.8 329 244 V6 4406 4406 3277 13.2 334 248 V7 530 530 394 11.6 46 34 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 19929 M1 3054 3057 6112 4546 37.2 164 122 M2 4438' 5582 10019 7452 39.6 253 188 M3 2484k 214w 4633 3446 47.0 99 73 M4 ' 1017 0 1017 757 6.0 170 126 M5 3998 4205 8204 6102 10.0 820 610 M6 4263 3613 7876 5858 14.0 563 418 M7 1404 1323 2727 2028 20.8 131 98 0 00 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 o' 0.0 0' 0 0 0' 0' 0' 0.0 0 0 40588 000 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 o 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 Page 12 DATE:'05/07/18 PROJECT: 22151AD FOUR D CONST. 2 SEISMIC SE1S. 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 .imimmimmimimmimmimmimmmommimmi1 X 5409 624 29% 1575 0 1575 74 1.00 1.00 74 V2 X 5409 111 5% 280 0 280 14 1.00 1.00 14 V3 X 5409 408 19% 1030 0 1030 46 1.00 1.00 46 0 5409 0% 0 0 0 0 1.00 0 V5 X 5409 844 39% 2130 0 2130 166 1.00 1.00 166 V6 X 5409 1170 55% 2953 0 2953 224 1.00 1.00 224 V7 X 5409 128 6% 323 0 323 28 1.00 1.00 28 0 5409 0% 0 0 0 0 1.00 0 0 5409 0% 0 0 0 0 1.00 0 0 5409 0% 0 0 0 0 1.00 0 0 5409 0% 0 0 0 0 1.00 0 0 5409 0% 0 0 0 0 1.00 0 0 5409 0% 0 0 0 0 1.00 0 0 5409 0% 0 0 0 0 1.00 0 0 5409 0% 0 0 0 0 1.00 0 0 5409 0% 0 0 0 0 1.00 0 153% 0 8291 M1 X 7782 902 32% 2527 0 1575 4102 110 1.00 1.00 110 M2 X 7782 1302 470/s 3647 0 280 3928 99 1.00 1.00 99 M3 X 7782 573 21% 1605 0 i030 2635 56 1.00 1.00 56 M4 X 7782 85 3% 238 0 0 238 40 1.00 1.00 40 M5 X 7782 972 35% 2723 0 2130 4853 485 1.00 1.00 485 M6 X 7782 1284 46% 3597 0- 2421 6018 430 1.00 1,00 430 M7 X 7782 436 16% 1221 0 855 2076 100 1.00 1.00 100 0 7782 0% 0 0 0 0 1.00 0 0 7782 0% 0 0 0 0 1.00 0 0 7782 0% 0 0 0 0 1.00 0 0 7782 0% 0 0 0 0 1.00 0 0 7782 0% 0 0 0 0 1.00 0 0 7782 0% 0 0 0 0 1.00 0 0 7782 0% 0 0 0 0 1.00 0 0 7782 0% 0 0 0 0 1.00 0 0 7782 0% 0 0 0 0 1.00 0 200% 23850 0 1921 0% 0 0 0 0 1.00 0 Cr - 1921 0% 0 0 0 1.00 0 0 1921 0% 0 0 0 0 1.00 0 0 1921 0% 0 0 0 0 1.00 0 0 1921 0% 0 0 0 0 1.00 0 0 1921 0% 0 0 0 0 1.00 0 0 1921 0% 0 0 0 0 1,00 0 0 1921 0% 0 0 0 0 1.00 0 0 1921 0% 0 0 0 0 1.00 0 0 1921 0% 0 0 0 0 1.00 0 0 1921 0% 0 0 0 0 1.00 0 0 1921 0% 0 0 0 0 1.00 0 0 1921 0% 0 0 0. 0 1.00 0 6 1921 0% 0 0 0 0 1.00 0 0 1921 0% 0 0 0 0 1.00 0 0 1921 0% 0 0 0 0 1.00 0 0% 0 � � Page 13 ' ^ DATE: 05/07/1PROJECT:O7/1PROJECT: 22151AD FOUR D CONST. WALL SUMMARY WIND Narrow |NCRCDNTR. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o H0LDC)VVN sill NOTES SHR IncreasE SHR W S SHEAR inor incr ph. V1 ' 106 1.00 74 X 100 956 S S 0 OR 0 2x ' V2 212 1.00 14 X 212 1906 S S ' 2 OR 6 2x V3 71 1.00 46 X 71 636 S S 0 OR 0 2x ' 0 0 1.00 0' � 0 0 0 OR 0 V5 244, 1.50 250 X 250 2190 S S 2 OR 6 2x V6 248 1.32 296 X 296 2235 A ' S 2 OR 6 2x V7 34 1.50 42 X 42 306 S S ' 0 OR 0 '2x 0 0 1.00 0 O' 0 0 OR 0 0 0 1.00 0 0 0' . 0 OR 0 0 0 1.00 O ' 0 0 ' U OR 0 ' 0 0 1.00 0' 0 0 ' O OR 0 0 0 1.0U� . .0 O' 0 0 OR 0 ' 0 0 1.00 0 ' ' 0 U 0 ORO 0 0 1.00 0 0 0 0 OR O 0 0 1.00 0 0 0 0 OR 0 : 0 O 1.00 O 0 0 � � 0ORU M1 122 1.25 13O. X 138 1100 S S 1 DRG 2x M2 188 1.00 99 X 188 1694' S S 2 OR 6 '2x M3 73_ 1.00 56 X 73 660 S S 0 OR 0 2x ' .K44 126 1.50 60 X 126 1135 S S 1 OR 6 2x M5 610 1,75 849 X 849 5492 D C 4 OR 8 3x M6 418 1.00 430 X 430 3889 8 B 3 OR 7 2x M7 98 1.73 173 X 173 898 S S 0 OR 0 2x 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 O � 0 0 0ORO 0 0 1.00 0 0 0' ' OOR0 U 0 1.00 0 � 0 0 OORO ' 0 0 1.00 0' 0 0 ' O OR 0 0' 0 1.00 0 0 0 0 OR 0 0 0' 1.00 0 0 0 ^ 0 OR 0 - 0 O 1.00 0 ' 0 0 OORO , 0 0 1.00 0 0 0 ' 0 OR O . V- 0 1.00 0 0 0 0 0� O 0 O 10O 0 0 0 ' ^ � . 0 OR 0 U` 0 1.00 8 0 0 ' 0 OR 0 � 0 o 1.00 0 0 0 0 OR O 0 0, 1.00 0 0 0 0 OR O 0 O 1.00 0 0 0 0 OR 0 0 0 1.00 0 ' _ 0 0 0OR0 0 0' 1.00 0 0 0 ' 0 OR 0 0 U 100 0 ' � 0 0 OORO 0 0 100 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 0 100 0 0 0 ' OORV 0 0' 1,00 0 0 0 0 OR 0 � ' 0 O 1.00 0 0 0 0 OR U - 0 0 1.00 0 ' ' 0 0 0 OR 0 '