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Plans (61) M5"rzoU - W5 ? 7 R O E 10570 SE Washington St Suite 212 it ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSISREcENET November 22, 2016 DEC 2 9 2016 CIS Of T I ARD Mascord Plan: BUILDING DIVISION 22122B - PETERMAN MITCHELL Lot 6 Greensward South Washington County, 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 't ° PRact.ss Project Number: f4► 5 160418 8367P Uri .4 " O EGON `., 22, r, RONS MS: DEC. 31, EXCLUSION OF LIABILITIES I.DISCLAIMER AND RELEASE BUYER HEREBY WAIVES,RELEASES AND RENOUNCES ALI_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. 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I 7//7 ;17., ''',-:"70 ir''a ENGINEERING, LLC 'I P 1 it 1 ft4$,•,tilie,:it-A.9'irtviASt ,,,,-a.,C., I,ME. r AN V.O.,2,4.ti., '.1. 44440.titt.91Aiga4 -. L4434.44Nr444VMMtralSKEM435144441244144=WAT4MMIMM-WEI44MMMIMMIUMIMMIWAIMI=MSIMI-44 .441rd,rototAmoiatacizawkwarants,444Ammime,:,:,,ACIONM&AZAtigt04iszvw•Ar,o,gakci.wzrom:4a4=414mmemarecrammour „,,„ _ Page 6 //� �\ I ' i\ ', - - -- I \\ / : i 1 � \ / �, / � • ti y, TC • i 2 : M 1 Ii rlo L i J I 1 n L' 1tz,i BONus , Li , I /` ' /,/./ / I h I II I I CT) , ° sr:.:,:afa }'f,L.Zc«:u.'R.,. ,?3.x_,..i.+r.-s,:''':I G \ — ^ \\ , l I • i i ' \ \ I . ___ ( ih 44 22122B i UPPER F---1 CDOR PLAL‘N -,,,w.444:44,14-10 t ' '' .0 •- .,# ORA1�. :1/+E SK= .-..�=L= (18 a (•-✓ - � 1 . s. ELL — 4' / / /a ENGINEERING, LLC Ir ,,, .U .l,-,F.L E..vItJL E'� �b +"r CRL L E C T I pN °'• ,y-�F,Tyicw„ ,.,.•;a,..,.,..,..� '„ .. ,.... ... v ---r> m... - --.».r...-:'s,m.+m,.*... r..ys... : 131 'x,' �i C 1L t'S3 O9 70 2F E 5 E 7 ;:,‘,1,,,,,,,,, Y �...£7' IJ]G f WI, 11G C1 - IyC 7-6 5 I” `M ...- Page 7L, .....„--„, _. ,_.„.,_.--,,,, j 11 '- u - _ 1-1 T+=IR it , 4 , 0 1 II C,INNc::..- v TP - -J--J ,i H ' -— _________, 77-1 -, -,-.,ff'.:'_-t7 7,-,--------- 0,-----,-... L ,- , • ..„,„ , r? ,, , . L EXTENC:$.:-.-,,K -0 (— —J 0, 4" i 1 • INTER5E r.•.-71^.* Q LIJLLL '0. L— I A 3t."17.) CA.R i :1 • • ..... Fr-- Lr 0 M. / .,. , 1 -) I i i II „.„_... g k ,..-...„ r // i 1 1 1 1 / 1 il , ' fl ' iT LT ill 1 // 4,> _ i ! 1 !, -1/4., ,-,.., ' I -,- , , .7,P -- I i t ,5: .';i.,':. --'--I r • --„v A lI C..-1-7S" A.I F .' {-.. I 1,-P •1 i 1 1 — 1 11 I 1 / ki,L L Tk.;KoLy.:,,, 1 1 I 1 INTERSECi1ti<3 LIA,LL—., (---='A fR..LC.;--E i ,T• I t / OFFIC:E ‘•,„ I i4 1 I .'i ill—D .-.--I , /;':.-- -,..... A / , i — I II ,- .77;), t , I _ I -i :..f - . AIM• — . • \.'Y F, 1 ...,,_,,,-,-,==4,,,,,_,,,,,-,,,,,,,,,,,,,, 1 wi ..2, i ri.: , 1 __ ......_. ..„,..,,,....,,...„.,„ * 22122B 1_ , MAIN i= 001 . PLA‘N .ffwt.,,wzfrm tavm...,,......--...,...7; 4-1P#0444AMM,04 0,;N F4,:,, _ , , X4.tb4pf,,6:'4,,,Nri-F1 0,'tti 104) fe. IENG,L L two , -,.p ,.. ., t e ;.I.P'v t'4,1 lig:ii, - _ 'f'• 1 i r/P .:04'2<1-1I- . [At".2,t ENGINEER LLC jk,101-aK-413tri4-4 s-rpu,,,,AL ENGINEE:.,,, -,,"2:0::I=MGS&,77rIntatrUrctlIVAlt.WW4Ilt,MSIMV,4,..AV:41=a:.7.a. riu,EAZTYMIL471.:- —___—__ ___ __—_' __— _____ -----____— _____ —_—_____— ' xi r: ii:: E gOI | tit -4 iliggigN 44400 0111% 1 | ! 011 0 ) P; i_'''' I,A 510t I ''"'" . I I i [13),15,--,e oe eiii/i,11-1 in oloce 1,1i014-14, rit, J2.1,-,515.Min IC fag] [1:1� ' / ii _ il F.4 � pp- � ' | �°�y m -- iti �c „ } . Page 9 DATE: 11/22/16 PROJECT: 22122B v PETERMAN MITCHELL ver20161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2015 IBC BY: .A. WIND SPEED: 120 Adjustment Factor for Building Height A = 1.00 EXPOSURE: B _ Increase 110/B wind loads by 1.19 SEISMIC CAT: D to obtain 120/B (Sps=2/3 Skis) 0.850 1.2SDS 1.02 R: 6.5 snow load = 30' A upper: 1447 mean roof height, h =MEE-0ft A main: 3222 A lower: 0 V=1.2S0sWDL/R ASD Load Combination =V/1.4 WDL 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 1447+ 21705 3406 2433 EXT. WALLS 10 8 178 7120 1117 798 INT. WALLS 8 8 116 3712 582' 416 BRICK 40 0 0 0 0 TOTAL 32537' 5106 3647 MAIN FLOOR ROOF/CEILING 15 2216 33240' 5216 3726 FLOOR 10 1006 10060 1579 1128 EXT. WALLS 10 9 242 11293 1772 1266 INT. WALLS 8 9 225 8400- 1318 942 WALLS ABOVE 10832 1700 1214 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL i 73825' 11585 8275 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 10 0 0 0' EXT. WALLS 10 0 0' 0 0 INT. WALLS 8 0 0 0' 0 WALLS ABOVE 19693 3090 2207' DECK 10 0 0 0 BRICK 40_ 0 0 0 0 TOTAL I 19693 3090 2207' 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 Type Tag 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 CMST12x6o" 8 7855 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 1 F 1540/1540 Page 10 DATE: 11/22/16 PROJECT: 22122B - PETERMAN MITCHELL WALLS LOAD WALL SQ, FT. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0 0.0 V3 10.0 10.0 8.0 V4 ~20.8 20.8 W 8.0 0.0 0.0 V7 13.8 13.8 8.0. V8 10.8 11.2 22.0 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 66.6 M1 4.0 4.0 10.0 M2 4.0 4.0 10.0 M3 12.0 9.1 7.0 14.3 42.4 9.0 M4 6.5 6.5 9.0 M5 5.6 6.6 12.2 9.4 33.8 9.0 M6 4.3 4.3 9.0 M7 4.8 3.8 10.6 19.2 9.0 M8 2.0 12.6 14.6 9.0 M9 2.7 2.7 3.2 3.8 2.9 15.3 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 144.1 0.0 0.0 0.0 0.0 0.0 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: 11/22/16 PROJECT: 22122E - PETERMAN MITCHELL i 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. 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0' 0 'V3 2339 2339 1740 10.0 234 174 V4 3774 3774' 2807 20.8 181' 135 0 0 0 0' 0.0 0 0 0 0' 0 0 0.0 0 0 V7 2325 2325 1729 13.8 168 125 V8 3121' 3121 2322 22.0 142 106 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0` 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0' v 0 0 0.0 0 0 0 0. 0 0 0.0 0 0 0 11559 M1 1826 1826' 1358 4.0 457' 340 'M2 3474 3474. 2584 4.0 869 646 M3 3156 2339 5495 4087 42.4' 130 96 M4 4369- 3774 8143 6057 6.5- 1253 932 M5 3444 3444 2562 33.8 102 76 M6 1821 1821 ' 1355 4.3 424 315 M7 3096 2325 5421 4032 19.2 282 210 M8 3423 3121 6544 4867 14.6 448 333 M9 2015 2015 1499 15.3 132 98 0 0 0 0 0.0 0 0 0' 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0_ 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 38184 0 0 0 0 0.0 0 0s 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0- 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 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: 11/22/16 PROJECT: 221228 - PETERMAN MITCHELL SEIS 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 0 ' 3647 0% 0 0 0 0 1.00 0" 0 3647 0% 0' 0 0 0 1.00 0 V3 x 3647 605 42% 1525 0 1525 152 1.00 1.00 152 V4 x 3647 840 58% 2117 0 2117 102 1.00 1.00 102 0 3647 0% 0 0 0 0 1.00 0' 0 3647 0% 0 0' 0 0 1.00 0 - , V7 x 3647 587 41% 1479 0 1479 107 1.00 1.00 107 V8 x 3647 858 59% 2162 0 2162 98 1.00 1.00 98 0 3647 0% 0 0 0 0 1.00 0 0 3647 .0% 0 0 0' 0' 1.00 0 . - 0 3647 0% 0 0 0 0 1.00 0' 0 3647 0%' 0 0 0 0 1.00 0 0 3647 0% 0 0 0 0 1.00 0 0 3647 0%' 0 0 0 0 1.00 0 0 3647 0% 0 0 0 0 1.00 0 0 3647 0% 0 0' 0 0 1.00 0 200% 0 7284 M1 x 8275 188 6% 483 0 483 121 1.00 1.00 121 M2 x 8275 335 10% 860 0 860 215 1.00 1.00 215 M3 x 8275 1111 34% 2853 0 1525 4378 103 1.00 1.00 103 M4 x 8275 1033 32% 2653' 0 2117 4770 734 1.00 1.00 734 M5 x 8275 553 17%' 1420. 0 1420 42 1.00 1.00 42 M6 x 8275 355 11% 912' 0 912 212 1.00 1.00 212 M7 x 8275 1319 41% 3388 0 1479 4867 253 1.00 1.00 253 M8 x 8275 1227 38% 3151 0 2162 5314 364 1.00 1.00 364' 'M9 ' x 8275 319 10% 819 0 819 54 1.00 1.00 54 0 8275 0% 0 0 0 0 1.00 0 0 8275 0% 0 0 0 0 1.00- 0 0 8275 0% 0' 0 0 .0 1.00 0 0 8275 0%' 0 0 0 0 1.00 0 0 8275 0% 0 0 0 0 1.00 0 0 8275 0%‘ 0 0 0 0 1.00 0 0 8275 0% 0 0 0_ 0 1.00 0 200% 23824 , . 0 2207 0% 0 0 0 0 1.00 0 0 2207 0% 0 0 0'. 0 1.00 0 0' 2207 0% 0 0 0 0. 1.00 0 0 2207 0% 0 0 0 0 1.00 0 0 2207 0% 0 0 0 0 1.00 0 0 2207 0% 0 0 0 0 1.00 0 0 2207 0% 0 0 0 0 1.00 0 0 2207 0% 0 0 0 0 1.00 0 0' 2207 0% 0 0 0' 0 1.00 0 0 2207 0%' 0 0 0' 0' 1.00 0 0 2207 0% 0 0 0 0 1.00 0 0 2207 0%' 0 0 0 0 1.00 0 0 2207 0% 0 0 0 0 1.00 0 _ 0' 2207 0% 0 0 0 0 1.00 0 0 2207 0% 0 0 0 0 1.00 0 0 2207 0% 0 0 0 0 1.00 0 0% 0 • Page 13 ' DATE: 11/22/16 PROJECT: 22122B - PETERMAN MTC W#L L SU ,MARY WIND Narrow INGR CONTRA MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr pit. 0 0 1.00 c 0 0 0 0 OR 0 0 0' 1.00 0 0' 0 ' 0 OR 0 V3 174 1.00 152 X 174 1392 S S 1 OR 6 2x V4 135 1.00 102 X 135 1080 S S 1 OR 6 2x 0 0 1.00 0 0 0 0 ORO 0 01.00 0 0 0 0OR0 V7 ' 125 1.00 - 107' X 125 1002 S S 1 OR 6 2x V8 106 1.00 , 98- X 106 844 S S 0 OR 0 2x 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 0 0 0 1.00 0 0 0 0 OR 0 0' 0 1.00 0 0 0 0 OR 0 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 OR 0 M1 340 1.25 151 X 340 3396 A A 2 OR 7 2x M2 646 1.25 269 X 646 6461 C C ' 5 OR 8 3x ' M3 96 1.00 103 X 103 929 S S 0 OR 0 '2x M4 932 1.00 ' 734 X _ 932 8386 D D 5 OR 9 3x M5 ' 76 1.00 42 X 76 682 S ' S 0 OR 0 2x M6 315 1.05 222 X 315 2835 A A ' 2 OR 7 2x M7 210' 1.18 300 X 300 2281 A S 2 OR 6 42x 'M8 333 1.75 637 X 637 3276 C B 2 OR 7 2x M9 98 1.75 94 X 98 980 S S 0 OR 0 -2x ' r 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 ORO 0 0 1.00 01 0 0 0 OR 0 0 0' 1.00 0 0 0 0 OR 0 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 0ORO 0 0 1.00 0 0' 0 0 OR 0 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 ' 0 OR 0 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 0 OR 0 0 1.00 0' 0 0 0OR0 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' 0 OR 0 0 1.00 0 0 0 0 ORO 0^ 0 1.00 0' 0 0 0 OR 0 s5 .:uv �, 1 PE ;iC!-IED-J_.. ,.__-�I -_4.SC«iE JUL c.,... _ I vi _ r i COLUMN PER 2,STUDS SCHEDULE- �I _ u=r PER.L4ti- X..5,7417,-S• { --•_i,,53J .. ! d R 9 �r il .-"T1'/- 4'" -J'JE 5.'.:'_E.PLATE Fv4 SOLE P^ t. 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