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Specifications (105) vIA. 7-zoi--7- 00 [ L+ 1 ( L4 (1 (2. 3 ,) R OW E 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 March 15, 2017 RECEIVED APR 2 0 2017 Mascord Plan: CITY OF TIGARD 22162 - FOUR D CONST. BUILDING DIVISION GREENSWARD SOUTH - LOT 10 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 ciolt PROAe Project Number: ���� ��' � 170102 58367P %f; k 0E00 'b ter 22,-.43.,..\;" rAOS €'7 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 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. 1 Page 1 .,, 4 - ; Illaq 1 -_,..0, ... . ; N - • 1 . ..11111111111.1 . C° ,.! !!Al0ii9I NLI,, I I M • =I • W I 1 IiIAl I 1111111.111 \ -. .. mnm..........,i. ftitt, ' MIMI h `. , Ico'ffi1 ' Inil ) 1 ash:\ _. F -I'- risk \ , — ; I---!--J IP , simP t\'`,,\l - - • o . Ilti :., 11111...E1Mma= ii ' / null I IN\ 10 ,11; Z Aka. ______ .7-/./. i pec i - - NJ f .._, ../..1 I 111-14„,•—\\\ ,M ....1 ....0 11,, m. .4U. .....,\ _„„ii.,...., ...,,,, rIN.. i—..... 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WIND LOADS LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height, h = 25 ft V1 n 45 48 89 3082 east horizontal dimension, b = 38 ft V2 169 66 3686 ^ V3 29 4355 1912 a=min(01b. 0.4h) >= max(3'. 0.04b) 0 0 V5 24` 74 1614 0.1b = 3.8ft V6 5 20 117 261 5496 0.4h = 10ft 0 0 min = 3.8 # V8 32 31 32 70 2526 0 0 3' = 3 # 0 0 0.04b = 1.52 ft 0 0 max = 3 0 0 0 0 a = 3.8 ft 0 0 2a = 8 ft 00 O' ' 0 roof rise, y 12 &11 44 32 5 1510 roof run, x = 12 M2 180 3096 enctan(y/x) = 45.00 DEG 1‘13 ' 12 93 1859 M4 39 26 1227 A = 21.6 psf M5 53 64 2092 B = 14.8 psf M6 6 7 76 25' 1835 C = 17.2 psf M7 187 3216 O = 11.8 psf M8 107 30 2827 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 � . 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IL-6' MAIN FLOOR PLANiMI mi i ROWELL 14 44,/ 1-0:e...- ENGINEERING,LLC COLLECT ION 00.1..0C7W.Ai. ENG,NEER.VG .05,0 St WA10rtgitt.VALHI SIC 247 PH 10031 352,6202 PORTLIM0.HP 5706 64215031 254.6764 Ty,..,..: Page 8 . . .. _. iink, ami 41b. i w w TEP i 1 0 $ ., 0 .. '- * ''..... .. ( L) .........._, 4 i / I : 1 4 4 i ,...,4 4 / H; ,/,::•:• Ilir ; 1 : 1. 17 19 II . , E * L ,.... ! I ( -f,,,:, ot., 4 4 i r 41 kfl ZZOVE ,,,LitCteC'rE 1 ,'• , .. . .-.„..•„••. ii .. '... . . , - , ... . . . , zi * „ # I!,„ ',:, \ - * Aell ii‘ 4% NEP L eN I , erre e Age I ,it- 'MI it o, .' . . P _ _ .......__ 22162 0 UN D A T I 0 N PLAN ..._.... es EN 4,j.r4,110e___. It ROWELL °PANE, oTTErel? sT., SCALE EST* T v-o. ENGINEERING,LLC STR-vc,ufR AL ENGtNEETT,E4 i3OLLECTION OM SE wASANSTON sTsEST STE SO PH ISn ST,SSES SSATLAA INT STEM resitSli.TEE SES, ' 111111111111111111111111MV 3,0 WZ 4, 0) X ' ta) ca , 10111,' ;.5.• , 2 \ s (.. \ ..., ‘V'4 * SHEAR WALL SCHEDULE • (0 2x 0 F Li,.P.,. IG'0 C. * HOLDOWN SCHEDULE • --.4%,„ _ I(2)Meru.Natm.tv)'0,-.06115,4,,, P.'.,,,ad,,,,,,,,,,,,,, MARK SIMPSON k As1R). (CAPACITY( NOELS APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) 1 commte Seeaae./oh OP 3V-E or BP,:W-E 0) MODEL# i itPS Y."...6 re-was en.oddit.a.nal,33C,4 was,e, 46 a..,./.i b.,p0,3, i FASTENERS(3).(4).E6).3 7) SOLE el SILL PLATE ! . ;ALLOW h6100ret sc.',stAnLit,n/blxq I Lix NAILING 1 1 airi NOTES I LOAD I{3),nteemedote stuo notte6 0,2-a(... ,eq.,,,,e'd efte,o 4'OC , _ i ''''''THIONESS 0 160 . SZE I SPACAC 1 TYPE EDGES (A)frarnaq 0 ilegunolg SINKER i 04) (2) 1 VIII 0 IN 1 —. — °''' •'Th" 6'0 C 6"0 C 2% 46-0 C 2Yi F Pn P-no.,ena,ce etp,O.C. ' 0131"a X 2e varornon nod or 0 I t3".%2hI'lLat 44,, -- C;ALL-T-1-2-71 Obi 140 oehe,et 1 i tuMbi4d 011•04.Z40 h.. 1g88 t0z.oi t(.s0l0) I44..(:n0Ia.l0E.:s,...,413,0:c1x0.,,R%:1.:..-,..I27L l.W7ort 3orreg7 7sr.:o-1ihtb7tv%oq:Ls 38a eoX %''( 22p:.,)):6P,''4.1'Crare.:I‘I,,rI ,0,9 7{T.lr'''' 1J . ' " • ac2% 46'Cc. 7 .% , QI60_1„ 47 , - _ w ()7 44 l9,43340944 ,4eo3 po30.2 1 '' ' 6.4,, , 1 V 1 (8) \,./72 5 2 0C 3 05 26 F (4) ' ocEa N 0cusi (1 647:; II each hoitioen ele* - —— 1 — [Li . ). % 2'03) I2 , ; STI_i0_1_4R2 1 "7:n1N- I . 8 1 US1C40 e/(14)lea seeere eaer ene 1 t — - - — 1 , t t 0 }: 1} 14ST 14 x 6C 4 w/(22)tea common or L...era eLcr Co,...pent.1.0.. 41$1411 e/(3e)16a comm..*tea,ace ah-sceres 3"0 C I 3"0 C 106L 2% 7.;E' )-1 (4)' • 1---—t CO '552" 4 i 3. 2.6"0.'C.1 "''' I '7" i MS1C52 EA SIDE e'''''''''''..` [ ; J. , i02):.;EtS7 h.a 72%e1(29)lba earner.,L,L.4.-es 9SAKr,kn," I HOU-8 120 4002 +24- ?an 1 'J'1,,,,t,r,:;,,,, , - 3360 wr/(2 0)163 CLNI,01:4,eatn el. .e. , .L. L.SeIL2.1 7:4* ..,,,,,, ,,,,___1. *01 ea —..1I *33566 1./(32}169 U.T.tt 5 eoch pod a L 26- 2 0 5. ' C I 7 '0 C 34 16"0). see I 1,2SQL / 007 A h 1 t''). 0 (8) 126° .1 Mau-,, 1 1 I ......, ,I11,14 09)A%0,1t9 re.p...red ane,s.,....n Gr,len,,,(1,14.0 2.00I N.,. a.4.0 ,b)Up,0'X ZIP .e, LLre.., . ,ea a ao,eehe,awl i 1 axe ape ace. 4 1 2'03,. I 2'03) I 30 1,3. 33, see 1540 EA. NIDE I ' .""'IP.' I - 1 (4).(8) 11-54.0 1 I ] 0.3/07/14 11-6)L-14 1:1'e:(;T'hfn4;t;e ........ A-. Lit - .4. II 1 4 (flu .......mi I >, 1 . Page 10 DOUBLE 2 X 4 OR FRAMINCz LOCATION OF HOEDOWN. fI h. 111t7 = HOEDOWN = SEE SCHEDULE 1-11 I _ T— - a- Z I I 11 I I II II 1 _ THREADED ROD 1I:`. III z I1 1/211 AIF>A RATED n SHEAT!-MING I` SLEEYE NUT e I I BOLT SRL ICE I J• I I I 4-- 11-..-"511'11='&01\1" STAB I BOLT (SEE #4. B,AR SG1-4EE) U CONCRETE FOUNDATION 0 EDOWN N , SCALE: 3/4" = 11-0" HD-EXTEN 1 D1RA.UING NOT TO SCALE ITAOWCNL,D= _v/ D1RAWN 1�I'- JX. CIVIL- STRUCTURAL ENGINEERS DATE- 02 -23-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 PORTLAND, OR. 97216 FAX 15031 254-6761 ,, MIN. I-1/3.5 Page 11 TI- T - -IIT- 1- SIMPSON "MSTA3fo" - V EA. SIDE, (4)-TOTAL 1 I 1.1 2X CRIPPLE WALL OVER J' , J _ 1. __ HEADER, W/ I( SPLICE - -- ---m JOINT W/ CONT.NAILING . HEADER (CONTINUOUS) /I.' II-� I ` CONTINUE HEADER •1'. : TO BLDG. CORNER Z 1.I NAIL SHEATHING TO 1- '1•' I'd HEADER W/ 0.145"4' X .4 '•1 1.•I 2114' F. RI-I. P-NAILS 6 a 1� I•'I 3' O.G. BOTH WAYS N • 1•:I EL k, C.Al' AGE _ 1- (OR OTHER OPEN'G) -_ W 1- 15/32" APA-RATED SWTH'G t ,FROM SINGLE SHEET, j'1' FASTENED PER SHEAR S Z SCHEDULE SPECIFICATIONS N AND NOTES IY W •♦* ' •• •• • - BLOCK ALL PANEL EDGES Q L i I PER SHEAR SCHEDULE in .I 11 II• • SPECIFICATIONS 4 NOTES 1 II 1 I 'I 1 II• • REBAR 00 GRADE w '1.11 11' III II 1 SEE SHEAR SCHEDULE AND lid •I•�I I�•� NOTES FOR HOLDDOWN SPECS ` •I 1c I• PANEL WIDTI-1 0- I I tcD _-_ ,i_L •3 TIES ♦ II 11 II 11 II ♦ (6 b) - clit_- == kdb Il II co II 11 II 11 II z (a 0 0) *3 TIES II u II u II > ♦ 6 10' O.G. II II II - a___ _-===11= 0 :i PLAN VIEW OF N (3),s \\ii I1 ii STEM WALL EACH SIDE 11 II \4" CONC. SLAB II II II it II 11 II 11 11 dt= - I----Ii= = II II II MIN. 12"x12" CONT. "5 REBAR W/ 24' HOOK FOOTING 6 GARAGE TOP 4 BOTTOM m CORNERS DOOR W/ (4) "4 CONT. 2 NAfROUJ S-EAIR PANEL NO SCALE (REDUCES PANEL 1-IGT.) NRWSHEAR30 172QWQ=11=, -=-Ar. EKIQDMIE[EQURB DIRAWN isY= J.Y. CIVIL- STRUCTURAL ENGINEERS DATE- 0j 2 -23 2 -11 10570 SE WASHINGTON ST. STE 212 PHS 15031 254-6292 S�/ PORTLAND, OR. 97216 FAX 15031 254-6761 Page 12 DSC CONNECTOR PER PLAN 14i o° on 4k _ 0.: °° Ilk '� TO PPL AT MANUF. TRUSS SC DSC-, 0 SCALE: 3/4" = I'-0" G30Y\Y7CNLL _ = CNL�](�Ofi�]CNCNG��f�]C� DiRAWN k3Y- JX. CIVIL- STRUCTURAL ENGINEERS ®ATE- 11/15/12 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 PORTLAND, OR. 97216 FAX: (5031 254-6761 Page 13 • EDGE NAILING ,j I i (2) 2x OR LARGER EDGE NAILING DEPENDING ON H.D. ! LARG S mOF TI-IE CORNER( ) N.D Thums i i 4 iiu r .IA �_' LARGEST OF THE (2) ►�`•V (2) 2X OR LARGER "I HD'S 6 CORNER jl�'� (DEPENDING ON H.DJ A 6 FOUNDATION A a UPPER FLOOR C0 151\ D I ODOL.U\ CORNER c31 SCALE: 3/4' = I'-D" ►E++D DRAW1NG NOT TO SCALE 11 % COJCL�L� _Am- IEREIURBEIEL1211N1 DRAWN 5-'- JX. CIVIL- STRUCTURAL ENGINEERS DATE-TE_ 02`23` 11 10570 SE WASHINGTON ST. STE 212 PH: )503) 254-6292 f�"�t PORTLAND, OR. 97216 FAX: (503) 254-6761 Page 14 DATE: 03/15/17 PROJECT: 22162 - FOUR D CONST. , , veru ^*111, DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2015 IBC BY: MEE WIND SPEED: 120 Adjustment Factor for Building Height A = 1.00 EXPOSURE: B Increase 110/B wind loads by 1.18 ' SEISMIC CAT: D to obtain 120/B (S05=2/3Sms) 0.850 1.28DSI 1.02 I R: 6.5 snow load = 30 , A upper: 1878 mean roof height, h = 25 ft , Amain/ 2304 A lower: 0 ' V=12SoaVVoL/R ASD Load Combination = V/1.4 ««m ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16'18 ROOF/CEILING ' 15` 1878 28170 4421 3158 EXT. WALLS 12 0' 193 10422' 1635 1168 INT. WALLS 8 9 233 8388' 1316 940 BRICK 40 ` 0 00 0 TOTAL 46980 7372 5266 MAIN FLOOR R OF/CEILING 15 649 9735 1528 1091 FLOOR 10 ' 1528 152802398 1713 EXT. WALLS 12 9 206 206 11124 1746 1247 INT. WALLS 8 9 91 3276 514 367 WALLS ABOVE 18810' 2952 2108 DECK 10 , 127 1270 199 ' 142 BRICK ' 40' 0 O' 0 0 TOTAL 59495 9336 6669 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 1O . 0' 0 0 EXT. WALLS 12 0 0 0 0 |NT. VVALL� ~ 8 0 0 0 0 WALLS ABOVE 14400 2260 1614 DECK 10 0 0 0 BRICK . 40 , 0 0 0 0 TOTAL 14400 2260 1614 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Load (plf) Floor to Floor Holdown Floor to Foundation Holdown Shear wall , wind/seis Tag Load Type Tag Load Type S 280C200 1 1500 CMST12X36" 6 2684 STHD14RJ A 350/350 ' 2 3430 Cmsn2x*8" 7 5090 HTT5 B 600/600 3 4700 CwsT1ex6o 8 7855 HDU8 C 896/640 4 6210 omSr12x72" 9 9535 HDU11 D 980/980 5 9215 cmsr12x90^ 10 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1540 Page 15 DATE: 03/15/17 PROJECT: 22162 - FOUR D CONST. • WALLS LOAD WALL SQ, FT. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT, BRICK NOTES V1 3.1 15.7 18.8 9.0 V2 9,8 9.8 9.0 V3 8.4 6.4 14.8 9.0 0.0 V5 3.5 3.5 4.6 11.6 9.0. V6 12,6 11.0 23.6 9.0 0.0 V8 5.1 6.0 15.3 26,4 9.0' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 105.0 M1 10.8 23.0 33.8 9.0 M2 17.6 17.6 9.0 M3 16.7 4.7 21.4 9.0 M4 23.6 23.6 9.0 M5 2.0 4.0 6.0 9.0 M6 9.8 9.8 9.0 M7 21.6 6.6 28.2 9.0 M8 3.6 4.8 4.0 4.2 16.6 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.01 157.0 0.0 0.0 0.0' 0.0 0.0 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 16 DATE: 3/15/17 PROJECT: 22162 - FOUR D CONST. 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. V1 3082 3082 2292 18.8 164' 122 V2 3686 3686 2741 9.8 376 280 V3 ' 1912 1912 1422 14.8 129 96 0. 0 0' 0' 0.0' 0' 0' V5 1614 1614 1200 11.6 139 103 V6 5496 5496 4088 23.6 233 173 0 0 0 0 0.0 0 0 V8 2526 2526 1879 26.4 96 71 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 18315 M1 1510 3082 4592 3415 33.8 136 101 M2 3096 3096 2303' 17.6 176 131 M3 1859 1843 3702 2753' 21.4 173' 129 M4 1227 1843 3070 2283 23.6 130 97 M5 2092 1614 3706 2756 6.0 618 459 M6 1835' 5496+ 7332 5453' 9.8 748 556 M7 3216 3216 2392' 28.2 114 85 M8 2827 2526' 5354 3982' 16.6 323 240 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0_ 0.0 0 0 34067 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0' 0 0 0 0 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 17 DATE: 03/15/17 PROJECT: 22162 - FOUR D CONST. ' SEISMIC SEIS. -TOTAL SUR. Y6 SEIS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. RED UN. UNIT F-B L-R SHEAR SEIS. SHEAR SEIS, SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR V1 X 5266 749 40% 2100 0 2100 112 1,00 1.00 112 V2 X 5266 736 39% 2064. 0 2064' 211 1.00 1.00 211 V3 X 5266 392 21% 1099 0 1009 74 1.00 1.00 ' 74 0 5268 0% 0 0 0 0' 1.00 0 V5 X 5266 246 13% 690 0 090 59 1.00 1.00 59 V6 X ^ 5266 936 50% 2625 0 2825' 111 1.00 1.00 111 0 5266 0% 0 0 0 0 1.00 0 V8 X 5266 694 37%' 1946 0 1946 74 1.00 1.00 74 0 . 5266 U�� O, 0 0 O' 1.00 0 0 5266 096' 0 0 0 0 1.00 0 0 5266 0% 0 0 ' 0 D' 1.00 0 0 5266 0% 0. 0 0 0 1.00 0 0 5266 0% 0 0 0' O' 1.00 ' 0 0 6260 0% 0 U' 0 0 1.00 0 0 . 5266 0% 0 O' 0 0 1.00 . 0 0 5266 0% 0 0 0 0 1.00 0 200% 0 10523 yW1 X 6669 472 20% 1366 0 1366 40 1.00 1.00 40 M2 X 6669 1118 49% 3236 0 3236 184 1O0 1.00 184 M3 X 6669 520 23% 1505 0 1505 70 1.00 1.00 70 M4 X _ 6669 193' 8% 559 0 559' 24 1.00 ' 100 24 M5 ' X 8659 448 19% 1297 0 ' 1297 216 1.00 1.00 216 M6 . X 6669 512 22% 1482 0 ' 1482` 151 1.00 1.00 151 [N 7 X 6669 767 33% 2220 0 2220' 79 1.00 1.00 79 K8 � 8 X 6669 577 25% 1670 0 1870' 101 1.00 1.00 101 D . 6669 0% 0 0 0 0 1.00 0 0 6669 0% 0' 0 0 0 1.00' 0 0 6669 0% 0 0 0 0 1.00 0 0 8069 0Y4' 0 0 0 0 1.00 0 0 6669 O%. 0 0 0 0 1.00 0 0 0689O�� 0 0 0 0 1.00 0 0 0669 O�& U' 0' O' 0' 1.00 0 0_ 6669 _ 0% 0 0' 0 8' 1.00 0 200Y6 13334 ` 0 1614 0Y6 0 0 0 0 1.00 0' 0 1614 0% 0 O O 0 1�OO , 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% O O . 0 0' 1.00 0 0 1614 0% 0 0 0 0 1.00 U' 0 1614 , 0% 0. 0 0 0 1.00 0 0 1614 0% 0 0 ' 0 0 1.00 0 0 1614 0% 0 0 0' 0 1.00 0 O 1614 0% 0 0 0 0 1.00 0 0' 1014 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 � 0 0' 1.00 0 0 1614 0% 0 0 0 0 1.00 ` 0 0 1614 O � Yf0 0 0 0 1.00 0 0 ' 1614 0% 0 0 0 0 1,00' 0 0_ _ 1614 - 0% 0 0 0 O' 1.00 � 0 0% ' 0 ' Page 18 DATE: 03/15/17 PROJECT: 22162 ' FOUR 000NST. . ' WALL SUMMARY WIND Narrow-|NCR CONTR. MAX, SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR ]ncrmass SHR W S ' SHEAR incr innr ph. V1 122/ 1.45 162 X 162 1097 S S ' 1 OR 6 2x V2 280 1.00 211 X 280 2518 A A 2 OR 6 2x V3 96 1.00 74 X . 96 865 S S 0 ORO 2x O 0 1.00 0 0 0 O OR U V5 103 1.29 ' 76` X 103 931 S S 0 ORD 2x V6 173 1.00 111 X 173 1559 S S 2 OR 6 2x 0 0 1.00 0 0 0 0 OR 0 V8 71 1,00 74 X 74 663 S S 0 (]R0 2x 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0 0OR0 0' 0 1.00 0 0 0 O OR U � 0 0 1.00 ' 0' 0 0 0 OR 0 0 0 1.00 ' 0 0 0 O DR O 0 0 1.00 0 0' U' 0 OR 0 0 0 1.00 0 0' 0 O OR U 0 0 1.00 0 0 0 O OR 0 K41 101 1.00 40 X 101 809 S S 0 OR 0 2x M2 131 1.00 184 X 184 1655 S S 2 ORS 2x M3 129' 1.00 70' X 129 1158 S S 1 OR 6 2x M4 07' 1O0 ' 24 X 97 871 S S 0 OR 0 2x M5 ' 459 1.75 378 X ' 459 4134' B B 3 OR 7 2x M6 556 1D0 151 X 556 5008' B B 4 OR 7 2x M7 85 1.00 79 X 85' 764 S S 0 OR 0 2x M8 ' 240' 1.25 126 X 240 2159 S S 2 OR 6 2x , 0 O 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 U OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 O' 0 0 0 OR O O' 0 1.00 ' 0 . 0 0 0 OR 0 0 n 1.00 ' 0 0 0 O OR 0 0 0 1.00 0 0 0 0 OR O ' 0 0 1.00 0 0 0 0 OR O 0 0 1.00 ' 0 0 0 O OR 0 0 0 1O0 0 0 0 0OR0 . 0 O' 1.00 00 0 0 OR 0 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 0OR0 , 0 U 1.00 0 0 0 O OR 0 0' 0 1.00 0 0 0 0 OR O 0 0 1.00 0 ^ 0 0 O OR 0 0 0 1.00 0 0 0 O DR O 0 0 1.00 - 0 0 0 O {)R0 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 O OR 0 + 0 0 1.80 ' 0' 0 0 0 OR 0