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Report (23) vk sT 1 -- 0as-j 12 A7 54} A'6/t R OVVE L 10570 SE Washington St Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 tl s'' LATERAL ANALYSIS ,1 April 5, 2016 Mascord Plan: 1245 - WINDWOOD HOMES Olson Woods - Lot 5 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 D PRO,, Rowell Engineering �y't���{NFk.s�, Project Number: �. 58367PE S er I 160115 off �4 EGQ �'� OA •22,1 �\v T. R044 :R S: GEC. si, tra 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 1 ' , of. .,.., „...,.. , . . ,., .1 ' • . ' k ti...,.. .,.. . ...-.. , , . . . . „ . . . ,. r .. , . .. . . . .0 . .. .,.. . , '.. ,7 4,1, ._].i7-• ''''IL----7-7.7,' i .1 I II itTTITT l''i?'''ilii - .,, •..,r,„.„ i ,,.., . . / .t. .i.'' '' • '.-''.'-fi'.:9I-r.'iji,'1 'f',"..:.,,',.:}1.'-:, 1!.!:, , , .. '...?i 4- , f. . s ,,•.,‘ 41 . . . ,. 0 N "E--=I,t-'. 71 .,.. I ' . . . . . , i ,P . , I, ' ,. . En -- — , i CULLf C7 , ON ,.,: -,., ,..,,,•••, Page 2 . , . i., 1 . . „ i ',. „!. ' 10:„L„'1,''IY,', r , • . . i ......— , • , --t.1,,,.--,,,,, ,'.1 1, ', , 1 . . . I : -A,..:. . 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Page 5 DATE: 04/05/16 PROJECT: 1245 - WINDWOOD HOMES WIND LOADS LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height, h = 17 ft O 0 least horizontal dimension, b = 60 ft 0 0 0 0 a=min(0.1 b, 0.4h)>= max(3', 0.04b) 0 0 0 0 0.1b = 6 ft O 0 0.4h = 6.8 ft 0 0 min = 6 ft 0 0 0 0 3' = 3 ft O 0 0.04b = 2.4 ft 0 0 max = 3 0 0 0 0 a = 6ft O 0 2a= 12 ft 0 0 0 _ 0 roof rise, y= 4 M1 67 38 60 19 3116 roof run, x = 12 M2 198 100 3816 arctan(y/x) = 18.43 DEG M3 70 40 71• 52 3532 M4 39 25 1189 A = 25.8 psf M5 17 13 84 103 2401 B = 7.3 psf M6 18 14 84 92 2389 C = 17.2 psf M7 40 22 1193 D = 4.1 psf M8 53 37 1638 0 0 0 0 O 0 O 0 O 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 0 0 O 0 0 0 O 0 0 0 0 0 .,,,,...., -----.-, f t......' ...,1 , StZT L ; ...; 1 _.., ...'i (') ' 11 '1 1151 0 11 I I , E E '11.1 g-,,c137-.,025i 012:,3,1,1, 0 1' 5-.11tor,Nr2Hg.ei0,143.2,,C,431,..3. 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II'3).X.,0.„)),-)).),)„,,I 4 J 1-,,,Je 4,4)04 -. ",,,,,,/i4,,, ',.. t'"-• 'a a- ..:;,:oo 44 0.11,-,'',,,d-.04),„,--,) )., ),),,.)".-.)r) Ow A i' ){„,-,-,)4,),-".„0”4 44., 1,,,,„;',-- ; r:,1,,,.4,.:,,,,.., o'44 4 •C : 2H2.' aCt I 3.X IT" U:.', ; '-',.',-, !15.- !',..Y :.-r'r'/''`''E',1 „,,,,, '.7"----71 Ek .`,61,0' • 4” 5-"' ! I I r I (4Ni ', '''46 )0 tI5,. uI..„2.',', ;;.!4,:+4.-'r40?r: 4',44,44..,!c,7!;.;4;,!.4,' . ' '53604714 ' ; ! , ,,- /7• U]!''-"- ! • L:4 xxxx • U):;if) i MIIMMIIMMIN $ , . Page 8 EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON N.D. I LARGEST OF TI-4E (2) ND STRAPS CORNER Vm`iAM/ I i . . ii111 LARGEST OF THE (2) (2) 2X OR LARGER I-ID'S e CORNER (DEPENDING ON H.D.) 4.11 FOUNDATION e UPPER FLOOR CO"5INET —OL OWN SCALE: 3/4" = 1'-0" p1RAWING NOT TO SCALE ►_-" G0MIC L,f„ EMIINEEIADMCN ID IRAWN CIVIL- STRUCTURAL ENGINEERS 1`1ATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 ED PORTLAND, OR. 97216 FAX: 15031 254-6761 r ' • DATE: 04/05/16 PROJECT: 1245 - WINDWOOD HOMES Page 9 ver012208 DESCRIPTION: 2012 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE-2012 IBC BY:'S.A. WIND SPEED: 100 Adjustment Factor for Building Height A = 1.00 EXPOSURE: B Increase 110/B wind loads by 0.83 SEISMIC CAT: D to obtain 100/B (SDS=2/3 Skis) 0.850 1.2SDS 1.02 R: 6.5 snow load = 30 A upper: 0 mean roof height; h =I 171ft A main: 4192 A lower: 0 V=1.2S W /R DS Dl ASD Load Combination =V/1.4 WOE A l DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB, UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 -se I 1 MEM EXT. WALLS 10 0 0 0 0 INT. WALLS 8 0�� 0 0 0 BRICK 4°1111111111111111111.111 0�® 0 0 0 • .' 0 0 MAIN FLOOR 0 olu I3•L12aglatTrcNIMIIIIE_IMIMIM 419 62880 9867MI =i FLOOR 10 EXT, WALLS 11111111111111111111111111111.1111111110 0 0 10 9 296_ 14023 2201 INT. WALLS 8 9 200- WALLS ABOVE 11.1111111111111111111111111111111111.11111111117680 11891850 DECK BRICK 40�� 0 0 0 0 • A 0 0 LOWER FLOOR '4483® 94'• FLOOR•s �i�i�rem®--� 0 0 EXT. WALLS 10 0 1011111111111111111111111.111111111111. 0 0 0 INT. WALLS ®® 0 0 0 WALLS ABOVE 8 0�- 0 0 0 DECK -�=- 2160311 3390 2421 BRICK• 40 111111111110111111111111111 0 0 0 0 21.03 339$ 24 1 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Load (plf) oor to loor'- - oor to oun•ation Ho .own wind/seis ag Load -mIVI I N 1500 ype ag Loa. ype A 350/350 ism 3430 5090 6 5090 B 600/600 2684 STHDI4RJ ® 4700 CMST12X60" 8 7870 HDU8 -_� 896/640 4 6210 MEM 9 9535 HDU11 D 980/980 ® 9215 cMST12X90~ 10 14445 HDU-14 __ ®1280/128o��-�� 14446 to high Page 10 DATE: 04/05/16 PROJECT: 1245 - WINDWOOD HOMES .. WALLS LOAD WALL -SQ, 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 0.6- M1 14.0 8.0 9.0 31.0 9.0 M2 13.0 7.1 7.0 27.1 9.0 M3 11.0 9.0 20.0 9.0 M4 9.0 2.9 2.9 14.8 9.0 M5 8.0 6.6 14.6 12.8 M6 12.0 7.8 19.8 9.0 M7 9.0 9.0' 9.0 M8 2.6 2.6 2.6 7.8 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 144.1 0.c. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DATE: 4/5/16 PROJECT: 1245 - WINDWOOD HOMES Page 11 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 3116 3116 2575 31:0 101 83 M2 3816 3816 3153 27.1 141 116 M3 3532 3532 2919 20.0 177 146 M4 1189 1189 982 14.8 80 66 M5 2401 2401 1984 14.6 164 136 M6 2389 2389 1974 19.8 121 100 M7 1193 1193 986 9.0 133 110 M8 1638 1638 1353 7.8 210 174 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 19272 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 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: 04/05/16 PROJECT: 1245 - WINDWOOD HOMES SEISMIC SETS. TOTAL SOR. % SOS. MAX. Af5JUST DREG. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. RERUN. UNIT F-B L-R SHEAR SETS. SHEAR SETS. SETS. 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 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 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 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 O 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 O 0 0% 0 0 0 0 1.00 0 0% 0 0 M1 X 9470 1267 30% 2862 0 2862 92 1.00 1.00 92 M2 X 9470 1346 32% 3041 0 3041 112 1.00 1.00 112 M3 X 9470 1578 38% 3565 0 3565 178 1.00 1.00 178 M4 X 9470 312 7% 705 0 705 48 1.00 1.00 48 M5 X 9470 1529 36% 3454 0 3454 237 1.00 1.00 237 M6 ' X 9470 1562 37% 3528 0 3528 178 1.00 1.00 178 M7 X 9470 285 7% 644 0 644 72 1.00 1.00 72 M8 X 9470 502 12% 1134 0 1134 145 1.00 1.00 145 0 9470 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 0 9470 0% 0 0 0 0 1.00 0 200% 18932 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0 2421 0% 0 0 0 0 1.00 0 0% 0 DATE: 04/05/16 PROJECT: 1245 - WINDWOOD HOMES Page 13 WALL SUMMARY WIND Narrow INCR CONTR. MAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill SHR ncreas: SHR W S SHEAR NOTES 0 0 1.00 : 0 incr incr plt. 0 0 O OR O 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 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 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 _ M1 83 1.00 92 X 92 831 S S 0 OR 0 2x M2 116 1.00 112 X 116 1047 S S 1 OR 6 2x M3 146 1.00 178 X 178 1604 S S 2 OR 6 '2x M4 66 1.55 74 X 74 597 S S 0 OR 0 2x M5 136 1.00 237 X 237 3028 S S 2 OR 7 2x M6 100 1.00 178 X 178 1604 S S ' 2 OR 6 2x M7 110 1.00 72 X 110 986 S S 0 OR 0 2x M8 174 1.73 252 X 252 1562 S S 2 OR 6 2x 0 0 1.00 0 0 0 OORO 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 O OR O 0 0 1.00 0 0 0 O OR O 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 ORO 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 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 1.00 0 0 0 0OR0 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 OORO 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 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