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Report vt4 S T) O f(e -Cc3// )-1€s- sw �4„,4C ' R ow ELL 10570 SE Washington St Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS REV. 7-21-16 RECEIVED Mascord Plan: AUG 3 2016 1231FA - WINDWOOD HOMES, INC CITY OFF TIGARDD Olson Woods - Lot 6 BUILDING DIVISION Tigard, OR 97223 100 mph 3-Second Gust, Exposure B Seismic Category D 2012 IBC /2014 OSSC Mascord Design Associates 2187 NW Reed St, Suite 100 Portland, OR 97210 Tel. 503-225-9161 Rowell Engineering aKED PRde.ss '� CafNE .v Project Number: 447 V • ,* 160224 58367PE r"P 0 E S �0,l 22,� CPt>./ b T. Rp'S MSS: DEC. 31, l 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 ,,,--- , ... .- - _. „.. , ....., 4..1 ___...._ .. _... , 1 -,..„..-„,- .1, 0',F •J _ -' Ej E .,„, •.. _„.. 1 . ..- -- , ,,-, . -,- , -:. - ' 1 ., ,,r El' , ,1 i as.8 ,, • ., , , .., -. - 1 1 Tt• ---.:1- - ' '''t '''''' 5 ' '51;:-,7-:..,_—'1,-1 :, j k I, i IL ,,..1, ,, Prji I , E JJ,' J J. -t•— : ' J.E.... . ___,JJ J11. __ L j L J E , P , I ... ....._........ _ .. ..__ ..., --,r •• _ , 1,. .4,-,.- ---..,--t- -•-..--4,--,,-,,..,,,,c,:___.- ' --i,, ,.. .,,, ,,,.. ',; r ' ' ii_ ,::-..,.. ,,,,,,:• . ,i .' , , , Li , - , Ml M2 . _ 1231FA --=--:-.,.o\T --. E.____F---___ /.7 10\ III Kr Et ROWELL ,„. 5C.Z.L.E. a . -C• / II. / ENGINEERING, LLC Ccii ( c , 0 N cog,a,CR 5,4 i•Gi,,ii.76.1 6,4 0- Page 2 7.3 • 7.3 • 1, I Ca II, 111111b M3 M4 111 1231FA //- TION SE ROWELL ac—,..E I ENGINEERING, LLC COlLECTION s, nttittrtiCOtt.tt"tttEF t 4,2E t 75, , Page 3 . , ./.. I - , , 1 ; . .. 3.1F14 ,/4 40 _ so 11 irtENG/NcticriNG,IL":1.1"64 IIIllllllllllllIllllllllllIllllIllllllIlllllllllIlIIIIlI,1ll."'"- , , , ' -- -;•'-'- '''\'' -- '''"7 '',\-,'- - - -:' ' '-. ...' ''''-'71",‘.., -_--17:',, , _ s 'Ss et2ke. I sO i , , ,, ,Q' ,- ,--....-----„--- 1/ 1.' Page 5 DATE: 07/20/16 PROJECT: '1231 FA- WINDWOOD HOMES, INC WIND LOADS LOAD AREAS FROM GAD LINE A B C 1D LOAD mean roof height, h =s 15 ft 0 0 least horizontal dimension, b= 57 ft 0 0 0 0 a=min(0.1 b, 0.4h)>= max(3',0.04b) O 0 0 0 0.1b= 5.7 ft 0 0 0.4h = 6ft 0 0 min = 5.7 ft 0 0 O 0 3'= aft 0 0 0.04b= 2.28 ft 0 0 max = 3 0 0 0 0 a= 5.7 ft 0 0 2a= 11ft 0 0 0 0 roof rise, y= 4 M1 64 18 110 93 4056 roof run, x= 12 M2 45 29 78 139 3284 arctan(y/x)= 18.43 DEG M3 59 33 88 156 3916 M4 48 25 80 125' 3309 A= 25.8 psf 0 0 B = 7.3 psf 0 0 C = 17.2 psf 0 0 D = 4.1 psf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 Page 6 rDr. <1•-•,! . ! I 1 1 . I7=4 I 1 :----,ININC1,-- .,. . . =.!.<.L.> ir....„: ' 1 I f . 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' X ,...etl . 1 CV . . 111i°' (f) • 'l 11...11.111111111111.1 • 1 . • . . i. • ....., ' ^ Page 8 DATE: 07/2 � PROJECT: ������ ~ � NDWOOD HOMES, INC ' ' vem12208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE -2012 IBC 8Y: WIND SPEED: 100 Adjustment Factor for Building Height A = EXPOSURE: B Increase 110/B wind lod by ~~~~~����' a a 0.83 SEISMIC CAT: D to obtain 100/B (Soo=2/3Swo) O85� 12SOGU 1 K � - � 1 .02 » R: 6.5 snow load = 30 A upper: 0 mean roof height, h = 15 ft A main: 3740 A lower: 0 V=1.2S"sWuL/R ASD Load Combination = V/i.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 0 U 0 EXT. WALLS 10 0 0 O O INT. 8 O � 0 0 0 BRICK 40 O 0 0 0 TOTAL 0' 0 0 MAIN FLOOR `ROOF/CEILING 15 3740 56100 8803 8288 FLOOR 10 ' O 0 O EXT. WALLS 10 9 257 11565 1815 1296 INT. WALLS 8 9 175 6300 SBQ' 706 WALLS ABOVE 0 o D DECK 10 0 0 0 BRICK � 40 O 0 0 0 TOTAL 73985 11607 8201 LOWER FLOOR ROOF/CEILING 15 0 O 0 FLOOR 10 0 0 0 EXT. WALLS 10 0 O 0 o INT. WALLS 8 O 0 0 O WALLS ABOVE 17865 2803 2002 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 17865 2803 2002 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Shear wall Lnod <PUl Floor to Floor Holdown Floor tuFoundation Hp|dmvvn wind/seis Tag Load Type Tag Load Type S 260/200 1 1500 omar12x36. 6 2684 STHD14RJ A 350V350 2 3430 nmaT12x*8^ 7 5090 HTT5 B 600/600 3 4700 omaT12x60^ 8 7870 HDU8 C 896/840 4 6210 owaT12x72" 9 9535HDU11 D 980/980 5 9215 ownT1zxou'' 10 14445 � HDU-14 E 1280/1280 ? 14446 to high F 1540/1540 Page 9 DATE: 07/20/16 PROJECT: 1231FA- WINDWOOD HOMES, INC WALLS LOAD WALL SO, FT. LINE LENGTH OF SHEAR WALLS(FEET) TOTAL HGHT. BRICK NOTES 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 M1 10.6 3.9 26.8 41.3 9.0 M2 24.3 23.7 48.0 9.0 M3 3.2 3.2 3.0 9.4 9.0 M4 5.0 2.8 4.3 12.1 9.0 0.0 - 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 110.8 0.0 0.0 0.0 0.0 0.0 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 10 DATE: 7/20/16 PROJECT: 1231FA- WINDWOOD HOMES, IN( • 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' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0' 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 M1 4056 4056 3352 41.3 98 81 M2 3284 3284 2714 48.0 68 57 M3 3916 3916 3237 9.4 417 344 ' M4 3309 3309 2735 12.1 274 226 0 0 0 0 0.0 0 0 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 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 O 0' 0 0 0.0 0 0 0 0 0 0 0.0' 0 0' 14566 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' ' 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0' 0 0 0.0 0 0. 0 0 0 0 0.0 0 0 0 0 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: 07/20/16 PROJECT: 1231FA-WINDWOOD HOMES, INC SEISMIC SEIS. TOTAL- MR, % SEIS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT RERUN. REDUN. UNIT F-B L-R SHEAR SEIS. SHEAR SEIS. SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0' 0 0 0 1.00 0 O 0 0% 0 0' 0 0' 1.00 0 O 0 ' 0% 0' 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 O 0 0% 0 0 0 0 1.00 0 O 00% 0 0 0 0 1.00 0 0 0' 0% 0 0 ' 0 0 1.00W 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0' 1.00 0 O 0 0% 0 0 0 0 1.00 0 0 0' 0°l0 0' 0 00 1,00 0 0 0 0% 0 0 0 0 1.00 0 0 0 0% 0 0 0 0 1.00 0 0% 0 0 'M1 X 8291 1870 50% 4145 0 4145 100 1.00 1.00 100 M2 X 8291 1870 50% 4145 0' 4145 86 1.00 1.00 86 M3 X 8291 1870 50%' 4145 0 4145 441 1.00 1.00 441 M4 X 8291 1870 50% 4145 0 4145 343_ 1.00 1.00 343 0 8291 0%' 0 0 0 0 1.00 0 O _ 8291 0% 0 0 0 0 1.00 0 O 8291 0% 0 0' 0 0 1.00 0 0 8291 0% 0 0' 0' 0 1.00 0 0 8291 ' 0% 0 0 ' 0' 0 1.00' 0 O 8291 0% 0 0 _ 0 0 1.00 0 O 8291 0% 0 0' 0 0 1.00 0 0 8291 0% 0 0 0 0 1.00 0 0 8291 0% 0 0 0 0 1.00 0 O 8291 0% 0 0 0 0 1.00' 0 0 8291 0% 0 0 0 0 1.00 0 O 8291 0% 0 0 0 0 1.00 0 200% 16581 O 2002 0% 0 0 0 0 1.00 0 0 2002 0% 0 0 0 0 1.00 0 0 2002 0% 0 0 0 0 1.00 0 0 2002 0% 0 0 0 0 too 0 0 2002 0% 0 0' 0 0- 1.00 0 0 2002 0% 0 0 0 0 1.00 0 0 2002 0% 0 0 0 0 1.00 0 0 2002 0%' 0 0 0 0 1.00 0 O 2002 0% 0 0 0 0 1.00 0 0 2002 0% 0 0 0 0 1.00 0 0 2002 0% 0 0 0 0 1.00 0 0' 2002 0% 0 0 0 0 1.00 0 0 2002 0% 0 0 0 0 1.00 0 0 2002 0% 0 0 0 0 1.00 0 0 2002 0% 0 0 0 0 1.00' 0 O 2002 0%' 0 0 0 0 1.00 0 0% 0 Page 12 DATE: 07/20/16 PROJECT: 1231 FA- WINDWOOD HON WALL SUMMARY WINI5 Narrow'INCR CONtRMAX. SHEAR WALL min UNIT Panel SETS DESGN UNIT UPLIFT w/narw w/o HOEDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr pit. 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 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 O OR O 0 0 1.00 0 1 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' O 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 M1 81 1.15 116 X 116 903 S S 0 OR 0 2x M2 57 1.00 86 X 86 777 S S 0 OR 0 2x M3 344 1.50 661 X 661 3969 D B 3 OR 7 (2)2x M4 226 1,61 551' X 551 3083 B A 2 OR 7 2x 0 0 1.00 0 0 0 0OR0 O 0 1.00 0 0 0 ' 0OR0 0 0 1.00 ' 0 0 0 0 OR 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 O 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 OORO O 0 1.00 0 0 0 0 OR 0 O 0 1.00 0' 0 0 ' 0 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 O OR O 0 0 1.00 0' 0 0 0 OR 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 O ORO 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 OORO 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 0OR0 0 0 1.00 0 0 0 0 OR 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0