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OA 5-7 2-017 -0 0 i 4ii i it 4966 . 5w ct9n‘- °e-- - ROWE L L 10570 SE Washington St Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS March 15, 2017 RECEIVED Mascord Plan: APR 2 0 2017 2223AI - FOUR D CONST. CITY OF TIGARO GREENSWARD SOUTH - LOT 11 BUILDING OMSION 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 tri Proj ect Number: zu° PROF?Ss� I 170103 �$ 7' te 4,/i 7i REGON ,A 1722,A* `.' b 1:1014 -\' T. PCRSS: DEC. 31, ft] 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. 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E3CAE.. .1.13 • I•tzr 01r4:40:6' II ENGINEERING,LLC STRL4,,,,iii, E64G+N .66NO COLLECTION 44540 SI 20431966XON 6,402E6 StE 29 Pti t3i12;264 6494 A49,6666 OA 92216 Fax may 264 CM Page 2 V5 V6 * 1 --N, zz NN // , -,, I .//' . MI.POINT ,,,' III— [ ,........, B 14.8 a • I a 11I.8 • • a B 1 I — 4.8 ',1, ---- . --- a _....... - .1 at— ;__, r......-...-.......... 7:- • • 45[1 _ ,_,,_ . • I16.66.6 : . 446646664 r 1 . i t ,.._.... _ ............ . Z PNWAP_D -, 116111114-i110 ..iiIIIMiNi.•••••..4111Pli - . i T-:-_- _________ I .1 al -• -•'' 11111 ' * 1 ...ilri LE94- 1 • - L , mitt watirma ± - —I I - 1 fl : grairia - 1.111.111111111- 11t 1 - -...........16.11...... - — - -- I - amoraiari ,, . 1 „,.........1.„.„. - L _________1 __ _ __ _ ________ _____ 1 ---i_. — ---______ _----I-1_ 1 I i 4 I 1 lk M5 lM6 4*4 I 2223A1 RIGI—IT ELEVATION UIt R OW ELL 1,26.104 6.1640 6,46 SC•ALE 1,8 • ,-0. / - / / ENGINEERING, LLC C:J1LEC7 ION .529 St WASHIN.0114 6 k 1.1 i 62 N.156 2,4 6292 4.01626AND OS v^, 5001503]204 676, _..1Page 3 „- -,.. , N, . '' ------\. \NN .7, „. -.. -,.., /-.„,""....... ,\.\,-„, -• \ --, -, .„-- __-- ......... 1 •kill _ _ i — 1 ILLJ11 ' I ...,_ — i Pt.4154EC FLC*13 .-- I- _ 1 _ _. -I -- fi mil i .1--- - . 1 , . i , 1 . ! ., _ 1 Li_jii,......_ ._ ii- , illi ' i'- ,r -T-lrTri i!, i , 1 .11 -771- i -'1 i 1 1 I - ii ILI _1 L ji ii F1ItattInt P..COR it.....04.J.L1 1,1-.I-. ....1 lot.. ......-....- -tt ....14.L.,........................v/a., k1;”---11 - - 7114 LIIII -_- ..x ---.- --- --- I _ —- — — ------I3 • i 1 i i I 2223A1 EA. ELEVATION II °PAWN 0,1,./17 E4,,, etC41..E 'I.lb" II-0* illgtAnO(...,, ROWELL . it ENGINEERING,LLC C.C C L ECTION STFT,J1:11ruPt.t.. EI.413INEEPING. ,,ot.05..,0„41.904r4901:6 t TREE, STE 210 7,' 7:33,,I it%4.2,9: / 1 Page 4 , i IN V8 V10 V9 11111‘ ..7 .,- _ .._...... z _Q ,./ '',.„ . ",.. 'N. /// '''‘ _�® \, .s , ', 111 N 111 i D — N ,-- 11N I N.8 -..„ .41 / ',. L..„ ,' '_._11 I , B a . _._._ . 14.8 _ _— - __i _ ,............,.0i,.. , .... H _ 1, __. 41 1 .3..0. _i___ __ ____ - ------- _ — , --- ._ — ---- 117.------. . . ,4 L. ' .....i7:-."..1 : _____ * A r-m-0-pr n T ___ 1.i.,.._ _ . - _____ - _ i -- - __----___ ____ . _ _ ________ ,_____ _ ____ ____ _____. _- —J.1 Ilk M7 M8 ib M9 If' , ] ._. ... _ 2223AI LEFT ELEVATION kgs __.. Nm iIt ROWELL 40444A9- ENGINEERING,LLC,-,- CCLIECT !CLN S,422122:',24,415 5 ENektOCERINC4 IWO $2 WAS5445205 570522 STE 2 26 55.5 254 4.79? PORTIA.,OR 422is r"..^,3:75452$! ./ , Page 5 DATE: 03/15/17 PROJECT: 2223A1 - FOUR D CONST. WIND LOADS LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height, h = ft V1 29 34 40 163 3741 least horizontal dimension, b = ft 0 0 0 0 a=min(0.1 b, 0.4h) >= max(3', 0.04b) V4 60 64 148 4143 V5 32 76 66 177 5040 0.1b = 4.2 ft V6 28 93 63 198 5401 0.4h = 10 ft 0 0 min = 4.2 ft V8 52 150 2664 V9 22 21 10' 14 1123 3' = 3 ft V10 53 102 2115 0.04b = 1.68 ft 0 0 max = 3 0 0 0 0 a = 4.2 ft 0 0 2a = 8 ft 0 0 0 0 roof rise, y = 10 M1 49 23 25 9 1935 roof run, x = 12 M2 89 36 1956 arctan(y/x) = 39.81 DEG M3 85 1462 M4 75 1620 A = 21.6 psf M5 74 206 5142 B = 14.8 psf M6 81 147' 4278 C = 17.2 psf 'M7 69 29' 23 26 2622 D = 11.8 psf M8 235 4042 M9 49 29 94 3104 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 TY F. 1Q IC& itE7 I 1 . 1 I 1 \ l'44I8 . t1114OLD0u.N „ SEI-Ctil MASTER 7 OS ,... 1 /4% / ••••• •••1 Lr--I Zi • , I 1 1 LI 0 SR. 3 1 [vs) o - . At limensommor I 4 rcs7 .t. '"'" .) O',...„.' *I — , . ..,,ms...Tr...±16p, c...4 _. 2223A1 LJPPE'rZ'. CO PLAN EN ROWELL ...._ WAWN 01,15./ SK SCALE :VS' . l'-.0' ia/jr47 / Mt ENGINEERING,LLC co LLEC TION 40 Page 7 0 TTP . AM in IV TYR 111 II 11 DECKECK. 1 91 L2 ALIGN U., , i.l.D ABO,E P Ili A.., 44D 4,150,E 1 \3/ 420., l 11Fr [. Ni) ii i f?.X.Natil , , 0 0 n- :n ,Tr.oAr..21q.1....ill NOOK I , I a i I 1 I G.-OREA-r sr-i. I I ....._ I ..:•A.E.Zi GL BM. N.3' L' I I— -4:3 F0-1 I ,...,.-:&-r% Mt L.t.1 . ,. \ DINING 64-101=> \ - \474.1 1v....:1 1_,-.1„\\ 1 , ---F •K / /\'k I i i .. I (44 1 4, 1 A , 1 I , 1 1 DJ EN ! 0 1 , A EU1E L't-140t,16'14:4 NTERSEGTING -_ 1 WALL ,A, ierAnouseArso _ *, - I EXTEND 9.7EA1R WALL TWIRCWKAW 1W.TETteeC,'145 i'' I I A‘''''' At. ----- [ t) ______,---- tai, _ 411, .- \11 / ....... ., ) , A e .....,,\ -,..., .-- .,. ATTAti.,STP.AP.-17 TO BE-WI OcZ C.+OfJPALE.10;57 I \---V E1 "\ -E': ' N,.0," t 2223A1MAIN .c7----LOO PLAN 1 ii ,,614_491.06._ It ROWELL ENGINEERING, LLC S'TPLIC,T),464)6. ENINEER,G i0570 St WASH..),STRUT STE E0 I w f5011 154 6261 401116454 OR 9776 l 4,, 25T 6,0 twTAWN WIeW,,, W., 5CALE lila' . l'-IP' / Page 8 E) , 11 ALoGN UP I 1 1 1 LT N•D AZOVE I \\...Q. I D I 111 I NEP ilek Alb•Nov, I * .., * jil Il 1 6,71E O'rEO R FDC7V1E LEFT OJT FOR CLARITY CONTRACTOR SC,FMFER IC.+XRC,XTECTURAL FOJNDAINDN PLAN C IT E El 2 • S. ( LJ c * I 1> 3 <- D 2 :. ) I E.PAND FIG EXPAND FIG ' 10, w E-FA EID EV E.,A E Al ExPAND FTC ....... 1 , :.. rr ExPAND FTE E...,NZ.6. 70.6..4./6•YeA. '''' 5-04 E At n ,...., f...„ Lr ) 4-,..,...A., ,1 .. 4, , .0 A. . ..... mg 2223A1 F---OLJND A T ION PLN — a ROWELL _ ALE 1,43 . l'-0. / I / I ENGINEERING, LLC COLLECT ON sTETT,,,,,E.,,, EE4E54E14' 0570 51.0.05704 STRUT SZE 210 1 ,3 2..US. 70711 AK 44 .24 13.3 3,3004051 .IIIIIIIIIIIIIIIIIIMIIIM"r" .. 4 1. NMI(Li 4 Z. ,....1--I:. ;g -? ''" La 2 t .•.! a) 0) 0) CCS ix 6 :E , 'Ill'i 2 i ,..! i: i •I i SHEAR WALL SCHEDULE * .(I) /x OF stud.m.x. XV 0 C . HOLDOWN SCHEDULE I (I)40C444,0 bolls lo be%-.,-441../.., 1CAPACIT'r — NO!LS [ i ... APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) tonxrelt Secux<kotl,BP 3,,,--6 or BP,:7W-6 02 ,MODE 2_ l —1--- 7 ---I bTENERS SOLE l ' ' BPS 54,6 requxxx ox ax,c1)4c,ell sx, ,,,i xxo,,,er i MARK ' ' ssi FP (3),(62(6)(1) NALING 4 0 PANEL ,- —AB 1 NOTES LOAD I(3),rxtexmaaattruxileg•12"0 4 ,41,43“10041 Poc44,,v,44,/,44144,4404,x3 '' 4,44 i rexixxixtPS ../ 4.4 0'-- , --- ,i--- 1 TYPE EDGES ,f2F/ 'Sin SPACAC SINKER (14) (2) VI I(,) 4.101 tO C.c...14X nOrrwo or 04der 10,6112 x (41 -- . ejnod4644)secqqwet1 136..0061 1 , , _ 1 ; r 1 . 6, 0 C 2% 40-0 C mox c.e replaceo,,,,v, 1,131'0 "woman no.•0 113"6 x 24'hot•p c. Allh,.CMST12 xi (.) Pd Px.'",'" ! 1 lot OP I ---, — ---- f A. 74- 1 , , 3 common no,or 0 120}0 4 3.40 6,..„,,44,444,,,o 6Cr.666 ! 444 on I ' 152 I X WI e 62,, „„... , ) i I — ' Uj (74 E 4,-, 4-.0:-4cs,rolts 4,IA.4.4,42-44eoa pox.,nox 7,,,CLIST)2 al (221 P,x x•,,,o, ...„,172.L„gi no.03 ox.xxx,,ex.,: ..1,, 4-- — o , — 1... I(ill 444moor AM,post 4,t,emt.ex,,I 2)P. 2-DC 3'0 C l 2% 13"0 C See(4) I 'to"744.717067'.4e 2x 66246 'ow:x,,,,2 P'.11 xx.0,190 til 1 , 1 - ri. 1 to eacn halo.>t4O --- a 1:- DC 2"(IC 34 22.pc 1 66.6 64') 24 , 1(.66 SmST 14 X 36%44/{8)16o ce.4444not4 xacn ena. 014P,) (20,i,,I 6,,,,e, 2.,M i x ox,01754. 1 145,. 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T11 L I _ _ILL _ — _.__LL - in {1I q THREADED ROD II 1 3 fil II �I z ILL 1,z'1 All RATED 0 1 11 SNEATNINC s ` SLEEVE NUT e 1 I CBOLT SPLICE 1`1 n II • I I I _ 1,SIMFSON"I STAB I 150LT (SEE #4 BAR 111 SCHEDULE)) U u CONCRETE FOUNDATION ] O DOWN N , \ / SCALE: 3/411 = 1'-0"I -D—EXTEN DRAUJING NOT TO SCALE VA 730 9IELL __A-= EIMgDMEEL=IIIRO DRAWN iSY- JX_ CIVIL- STRUCTURAL ENGINEERS DATE- 02 -23=11 10570 SE WASHINGTON ST. STE 212 PH: (503) 254-6292 fes✓ PORTLAND, OR. 97216 FAX 15031 254-6761 Page 11 EDGE NAILING= I (2) 2x OR LARGER EDGE NAILING 11 11 DEPENDING ON H.D. LARGEST OF THE (2) ND STRAPS 6 CORNER iiuw i i ;141LARGEST OF THE (2) (2) 2X OR LARGER.D1 CI H.D'S g CORNER �l (DEPENDING ON H .) i_ - �'_ 9 FOUNDATION . e UPPER FLOOR CQV 1NE - OLDQLUN CC7) 1� I el SCALE: 3/4" = i'-(D" BINE-HD DIA JI G NOT TO SCALE QCD\WELL —4- _M. HMIUMIRIEMOKI DfRAWN CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH: (503) 254-6292 L PORTLAND, OR. 97216 FAX: 1503) 254-6761 Page 12 . DATE: 03/15/17 PROJECT: 2223A1 - FOUR D CONST. vor20161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE ' 2O15 IBC BY: MIMI WIND SPEED: 120 Adjustment Factor for Building Height A = 1.00 EXPOSURE: B Increase 110/B wind loads by 119 SEISMIC CAT: D to obtain 120/B (Soa=2%3 Skis) 0.850 1.2SDSU 1.02 I R: 6.5 snow load 30 A upper: 2150 mean roof height, h = 25 ft A main: 2174 A lower: 0 V=1.2So5VVm/R ASD Load Combination = V/i.4 ^ vvDL 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 2150 32250 5061 3615 EXT. WALLS 12 8 218 10464 1642 1173 INT. WALLS 8 8 192 6144 964 689 BRICK 40 0 0 D 0 : TOTAL 48858 7887' 5476 MAIN FLOOR ROOF/CEILING 15 432 6480 1017 726 FLOOR 10 1574' 15740 2470 1764 EXT. WALLS 12 9 192 10368 1627 1162 INT. WALLS 8 9 150 5400 847 605 WALLS ABOVE 16608 2606 1862 DECK 10 168 1680 264 188 BRICK 40 0 0 0 0 TOTAL ' 56276 8831 6308 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR , 10 0 0 0 EXT. WALLS 12 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE 15768 2474 1767 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 15768 2474 1767 ^ ' REDUNDANCY FACTOR = 1 .0 or 1 .3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Load (pR) Floor to Floor Holdown Floor to Foundation Holdown Shear wa ^ U wind/seis Tag Load Type Tag Load Type S 280/280 1 1500 rmsT12x36" 6 2684 STHD14RJ A 350/350 2 3430 CwS/12x48" 7 5090 HTT5 B 600/600 3 4700 CMsT12x60^ 8 7855 HDU8 C 896/640 4 6210 cmnr12x72' 9 9535 HDU11 D 980/980 5 9215 cmsr1:x90^ 10 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1540 Page 13 DATE: 03/15/17 PROJECT: 2223A1 - FOUR D CONST. WALLS LOAD WALL SQ, FT. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES V1 15.9 5.6 21.5 8.0 0.0 8.0 0.0 8.0 V4 18.6 23.0 41.6 8.0 V5 4.0 4.0 8.0 8.0' V6 11.0 3.8 14.8 8.0 0.0' 8.0. V8 15.0 15.0 8.0' V9 2.5 2.5 5.0 8.0 V10 6.0 6.0 12.0 8.0 0.0 8.0 0.0 8.0 0.0 8.0 0.0 8.0 0.0 8.0' 0.0 8.0". 117,9 M1 51.0 51.0 9.0 M2 10.3 10.3 9.0 M3 6.9 6.9 9.0 M4 3.5 12.8 17.3 33.6w 9.0 M5 4.0 4.0 8.0 9.0' M6 8.0 3.0 11.0 9.0' M7 6.8 3.8 10.6 r 9.0' M8 12.0 12.0 9.0 M9 3.0 3.0 6.0 9.0 0.0 9.0 0.0 9.0 0.0 9.0 0.0 9.0' 0.0 9.0 0.0 9.0 0.0 149.4 0.0 0.0' 0.0 0.0 0.0 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 14 DATE: 3/15/17 PROJECT: 2223A1 - FOUR D CONST. WIND°mn.~�� 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 ' 3741 3741 2783 21.5 174 129 0 0 0 0 0.0 0 0' 0' O' 0 0 0.0 0 0 V4 4143 4143 3082 41.6 100 74 V5 ` 5040 5040 3749 8.0 630 ' 469 V6 5401 5401 4017 14.8 365 271 0 0 0 0 0.0 0 0 V8 2564 2664 1982 15.0 178 132 V9 1123 1123 835 5.0 225 167 . V10 2115 2115 1573 12.0 176 131 0 0 0 0 0.0 0 0 0' 0 0 0' 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 . 0 0 0.0 0 0 0 24228 K41 1935 3741 5676 4222 51.0 111 83 . M2 1956 1956 1455 10.3 190 141 M3 1462 1462 1087 6.9 212 158 M4 1620 4143 5763 4287 33.6 172' 128 M5 5142' 5040 10181' 7573 8.0 1273 Q47' M6 4278 5401 9870' 7199 11.0' 880 654 M7 2622 2622 1950 10.6 247 184 K48 4042 3722 7764 5775 13.0 647 481- M9 ' 3104 2181 5285 3931 6.0 881 655 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 - 50389 ^ O 0 0 0 0.0 0 0 O' 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 0 U' 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 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 . . . Page 15 DATE: 03/15/17 PROJECT: 2223A1 - FOUR D CONST. SEISMIC ��u~n��,nox~� SEIS. TOTAL SQR. % SBS. 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 X 5476 911 42% 2320 0 2320 108 1.00 1.0| 108 0 5476 0% 0 0 ' 0 0 1.00 -' 0 0 5476 0% 0 0 0 0 1.00 0 V4 X . 5476 1238 58% 3153 0 3153 76' 1.00 1.80 76 V5 X 5476 146 7% 372 0 372 46 1.00 1.00 46 V6 X 5476 775 36% 1074' 0 1974 133 1.00 1.00 133 0 5476 0% 0 0 0 0 1.00 0 V8 X 5476 312 15% 795 0 795 53 1.00 1.00 53 V9 X 5476 248 12% 632 0 632' 126 1.00 1.00 126 V10 X 5476 667 31%' 1699 0 1699 142 1.00 ' 1.00 142 0 5476 0% 0 0 0 0 1.00 ' ' 0 0 . 5476 0% 0 0 0 0 1.00 0 0 5476 0% 0 0 0 0 1.00 0 0 5476 0% 0 0 0 0 1.00 0 0 5476 0% 0 U O O 1�8O ' 0 O 5476 0% O' 0 0 0 1.00 0 200% 0 10945 ^ M1 X 6308 999 00Q 46% 2899 0 1740 4639 91 1.00 1.00 91 M2 X 6308 345 16Y6' 1001 0 580 1581 154 1.00 1.00 154 M3 X 6308 242 11Y6 702 0' 788 1491 216 1.00 1.00 216 M4 X 6308 604 28% 1753' 0 2365 4118 123' 1.00 100' 123 M5 X 6308 400 18% 1161 0' 372 1532 192' 1.00' 1.00 192 M6 X 6308 447 219/c' 1297 0 1974 3271 297 1.00 1.00 297 M7 X 6308 346 16% 1004 O' 397 1401 132' 1.00 1.00' 132 M8 X 6308 556 26% 1613 0' 1247 2860 238 1.00 1.00 238 M9 X 6308 439 20% 1274 0 1481' 2755 459 1.00 1.00 459 0 6308 0% 0 0 0' 0 1.00 0 0 . 6308 0% 0 0 0 1.00 0 0 6308 . 0% 0 0 0 0 1.00 0 0 6308 0% 0' 0 0 O' 1.00 0 0 6308 0Y6 0 0 0' 0 100' 0 0 6308 0% O 0 0 0 1�08 . 0 0 6308 _ 0% 0 0 U' 0 1.00 � U' 201Y6 23648 0 . 0%17G7 0% 0 0 0 0 1.00 0 0 1767' 0 0 O' 0 1.00 . 0 0 1767 0% 0 0 O' 0 1 OO' ' 0 0 1767OY� O 0 0 O' ' 1.000 0 1767' 0% 0 0 0 0 1.00 0 0 . 1767 0% 0 0 0 0 '1.00 0 0 , 1767 096 0 0 0 0 1.00 0 0 1767 0% 0 0 0 0 1.00 0 0 1767 0%' 0' 0 0 0 1.00 0 0 1767 096' 0 0 00 1.00 0 0 1787 0% O 8 , 0 0 1.00 0 0 1767' 0% 0 0 0 0 1.00 0 ' 0 1767 0% 0 0 U' 0 1.00 0 0 17O7. 0% U' 0 0 0 1.00 0 0 1787_ � 0% 0 0 0 0 1.00 0 1707 0% 0 O� ' U0 0 1.00 � ' 0 0% 0 ` . Page 16 . DATE: 03/15/17 PROJECT: 2223A1 - FOUR D CONST. WALL SUMMARY ` WIND Narrow |NCR CONTR. MAX. SHEAR WALL min ' UNIT Panel SBS DESGN UNIT UPLIFT w/narw w/o HULOOVVN sill NOTES SHR Increase SHR W S ' SHEAR inor inor p|t. V1 129 1,00 108 X 129 1035 S S 1 OR 6 2x 0 O 1.00 0 . 0 0 0OR0 0 0 1.00 0 0 0 OORO V4 74 1.00 76 X 76 606 S S 0 OR 0 2x V5 469 1.00 46 X 469 3749 B B 3 OR 7 2x ' V6 271 1.05 140 X 271 2172 A A 2 OR 6 2x 0 U 1.00 0 0 0 U OR V8 132 1.00 53 X 132 1057 S S 1 ORS 2x V9 167 1.80 202 X 202 1337 S S 1 OR 6 2x * V10 131 1.00 142 X 142 1133 S S 1 OR 6 2x 0 0 1.00 0' 0 0 0 OR 0 0 0 1.00 0 0 0 ` O DR 0 0 0 1.00 0 , 0 0 U OR 0 0 0 1.00 0 0 0 O DR 0 0 0' 1.00 0 0 0 0 OR O ' 0- 0 1.00 0 0 0 ' 0 OR 0 ' K81 83 1.00 91 X 91 819 S S 0 OR 0 2x M2 141 1.00 154 X 154' 1382 S S 1 OR 6 2x M3 158 1.00 ' 216 X 216 1944 S S 2 OR 6 2x M4 ' 128 1.29 158 X ' 158 1148' S S 1 OR 6 2x M5 ' 947 1.13 216 X 947 8520 D D 5 OR 9 3x M6 654 1.50 446 X - 654' 5890 C C 4 OR 8 3x M7 184 1.18 157 X 184 1656 S S 2 OR 6 2x K48 481 1,00 238 X ' 481 4331 B B 3 OR 7 2x K09 655 1.50 689 X 689 5897 D C 4 OR 8 3x 0 0 1.00 0 0 00 OR U 0' 0 1.00 0 0 0 . ' 0 OR 0 0 0 1.00 0 0 0 O OR 0 0 0 1.00 O^ � 0 0 0 DR O 0 0 1D0 0 0 0 0ORO 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 U OR 0 0 0 1OO 0 ' 0 O 0 OR : 0 0 1U0 0 0 0 OOR0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 O OR O' 0 1,00 ' 0 0 0 0 OR 0 0 0 1l0 0 , 0 0 U ORO 0 0 1.00 0 0 0 O OR 0 0 O 1.00 0 ' 0 0 0 OR 0 0 O 1.00 0 - 0 0 0 OR O 0 0 1.00 0 0 0 0 OR 0 0 O 1.00 0 . 0 0 O OR O 0 0 1.00 0 0 0 U OR D 0 0 1.00 0 0 0 O OR O 0 O 1.00 0 0 0 , 0 [)R0 0 O 1.00 0 0 0 O OR 0 ' (E) Page 17 . - . I\II, I , 1 .414 Aak DECK r. \ 1 i RD ABOVE bAillb 'N# ALIGN W., 1 1 .4C,ABOVE 1 - *I a (;) % In NOOK 11 -- marawarts Ill I 1 li a j.iGREAT Rt-1 , 1 -,)''' V-RE$7E 44,em. - _ 1 1 _a ri-Di 1 1 i 2.18). wisit El . ',.,. N N CI ,-, \ • 11 ; • 1 54--40P _ • • • 1 I Zi 1 GARAGE ii . 0 all N'ER..44 I 0 ElerE , DEN ,..1.' tAillirrino —t-=-. -477, CrliN.‘ L . WALL 74E0l.G64 INTERSECT:4G -4.211e1 Es.ti ,a- it _ , P --._LJEAP AROJNI>BM. 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