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'N\- aos-A - C3 DS t4- i9t SkiL .- ckv_ ak R O E L L 10570 SE Washington St Suite 212 it ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 RECEIVEDLATERAL ANALYSISMay 15, 2017JUN 282d17 CITY QfMAR° Mascord Plan: BUILDING D 22186 - WINDWOOD HOMES n'IS/ON OLSON WOODS - LOT 12 TIGARD, OR 97223 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 Project Number: PCI OA-A. 170203 �, `9\� �' nai7P or, / i 040 0 • 22, \. d0 , T. RO` EXP: : DEC. S1, 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 CONSEOUENTIAL 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,•,' : I Fr--; - ' II ,11......1:„........1:1.., !r-11,•'''' '1r N mosiummassampraimo ] --1 =-,..- .=.-,-.7;,,1 ! , ar i ..... ...•.... NJ 1 • IJ PI I , i'' I r 1• 1 ••:-, 1 . ',. , ,. I ! 1 : 14/i• 1 , 1 1, ri 1.' 1 LAJ ,4•I , 1 ! .ii ..J.........4,i 1 i, 1..! •!...1 ''.!! I'. I hir.;." --!!'''!!!•=---r.t'! !0•1! . 1 I !!!!• ./.ion lik e mow a•...op..11...a mmou.' a a ummi.a....ne $ le'4' I 'I 1 hi 1,1 [ e...1,4> 1 w .174 D; w < <.' t.:. ME //...,-7: 1c)r\si MM Av.r19120(...__ It ROWELL ENGINEERING,LLC 5.-. .,. R -........... 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Ilii . + . 1 ;111:1110 1 ; ;41 ! 9 it ROWELL 1/ .. ' Ir ENGINEERING. LLC COLLECTION '' ''' ' 11-1"114- IIIErII; IiI"IIICSN ' Page 5 DATE' 05/16/17 PROJECT: 22186 - WINDWOOD HOMES WIND LOADS LUAU AREAS FROM (SAD .LINE A B C D ' LOAD mean roof height, h =MEI ft 0 0 least horizonta| dimenmon. b = Y( 0 ~~�~~~~~~ 0 0 0 a=min(01b. 0.4h) >= max(3'. 0.04b) 0 0 0 0 0]b = 4 ft 0 0 � 0.4h = 8.8 ft V7 32 35 40 71 2152 min = 4 ft V8 32 35 40 71 2152 0 0 3' = 3 ft V10 78 181 2516 0.04b = 1.6 ft V11 38 35 36 54 2113 noux = 3 0 0 0 0 a = 48 0 � � 0 ) 2a = 8ft 0 0 0 0 roof rixe. y = O ' 0 noofrun. x = 12 M2 142 2471 arctan(y/x) = 26.57 DEG M3 22 75 1818 M4 69 1608 A = 23.3 psf . � M5 38 40 1177 | 8 = 7.3 psf M6 79 51 1701 C = 17,4 psf M7 53 31 53 108 3075 � D = 6.4 d ' 108 3O75 p M8 53 31 53 M9 45 70 39 50 2558 M10 268 77 5156 M11 46 40 103 3156 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 O ' 0 0 0 0 0 0 0 0 0 0 O, 0 0 0 Page 6 SR 2 EEC- Rr"'. T1N A a • 22186 ,_-_00, air,,,,u6, ERovvELi NGINEERING, Li (4 1 1 .... (., i 1 , _ . ./P.age 7 • (04 --:: 1.:41 if I ... I L , .... 1---- , 1-1::4.c-TR ri -.Gr , ....,...,..— .= 7. RI-1. IJ -.....-- I 1 , n c _ 1 . t D IN ING RM 1 • ••••,,,,,........ .... 1 J1, • ,,, E x'E,,:..'$,....i.,• ' ' ,• 64 0,•----- I................... ...............n..1 -. t P t--.....R..../".-F.: I • :> I .0. V. . -1,2...:,,,....., N C 0 ' 9 • • *.. SRO"- GLtE O . .7' ,---.. 3' 22186 \ 1,z_. I\ z-----__007,72- PL,L\Ni EM 6itROWEL ER 4#4,430 , ENG ,,•-i IN EERIN G, LLC COLLECTION 4.10 0 9,14 ;.; (21;,( r73; rf W 3 " LJ co tr z -75 0 w43 ADA 0 • SHEAR WALL SCHEDULE • • HOLDOWN SCHEDULE • to) „. ._. SEISMIC ZONE 1111111111111111110111111111111.1111111 APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) 431437 074/7*44 V-, et04.tOoete rte,..0or ASTENERS(4(5).(.6.1.i7.) SOLE fel SILL P4AEL ;ALLOW vr.ARK r! _ 446,0,46 0 ; NOTES LOAD !EN TTEAEEE;Ezr LNEL EENE sr'L;T: „ .-- ;ATENNENLI t .0.6E3 ; '6G YZE SPAONC Kror,,,4 dapvwl.g pont,, „h EDGES ; "rr ; 044.9ered r‘" 6! 0 C 6" G 264040r 6,}1-z OvientOOle.fler.Or 0!1.3-0 , st wt,a r 7-0.ht turnriga 49041 374 90*1-0 - I I ,T - "1 , (6.)0 14tral. 2 *o,, ):48c .rk„ , 0 44* : Ofle Oe 0447 a 7,not+3,1, 24' 4"0 C 404. j 2"4 !46- C ' cooroe,,,,:Dos no, . F (4). tuo jeN>tCteere'd12 . , /.44{ (8)plo,-orn 40640,4 .3e6 !". o IV A 2' C 5"06. ((x (3"-0C 44e(4) coo () ," , -444,4 i en. .\\-7 11. 10 118 es t 94, 4-o Se'tI . ( riCr sow.. 0, , . , fiet Le 3, 2,,0, ;33 • 106)09 2/0{3 33,1 0 4 361 6/6{{) ,00n 5o) 4I terro r Or.d lOteOte ond - I 54, t ME,CAO,riA14 164 sin.k.r1 ecgr,ono 010* I ;26) 13.401 14 3 661%MT;1.6.4,ornm, _ ,04430 .704)51,./,' IdS1913,./1,1rr4,1 ev.62,26. tear 0603 ' ft• ; 3" 41 I 3":0 C 108:2 2{G 2e; (4) Q.bv vsIC52*/{26)21 tit1 02320 coze 264 4 (f) . °!: LA SCE ; !20'2C 981:{ 0491 ,4 ,r7 *4(403 4434 47*1(0 ./(25.1 164 AE3, po-8 : r:20{6.,{rr",!:: , {,rjr j 3 , le.Olcf-49 9519.99./(3"/)1e1 : : • '64) 2 OC E C I 32 ! 16'0 6 ! 4e0 !1,24Q t*r.t 194 43 r"r4S3!" .4 ,43.((3) 2-3,((-(V(4e(34(4 4,3 ;EA CiCE """ 1(3)41.45,cue 36.4/4,14 iO4)36 piote tsn tax.voit ego.1 2 2 t '" k3,1 t.s,1 ,recc ,ty A.' ! - . NiligiaiNii4441101111.001.1101.11‘ >‘ ›t1 >,4, • Page 9 EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON N.D. LARGEST OF TI-IE (2) HD STRAPS 6 CORNER MmLi i i NEFA, 0� LARGEST OF THE (2) ► `, (2) 2X OR LARGER / / AEA. HD 6 CORNER (DEPENDING ON H.D.) A 6 FOUNDATION G e UPPER FLOOR p 1 CO�'5 f l\ D HO_DOWk CO N R `� SCALE: 3/4" = I'-O" GOMBI NE-10 D1RAWFNC NOT TO SCALE LI2OWELL D izAWN JX. CIVIL- STRUCTURAL ENGINEERS DATE- 02 -23611 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 1�c PORTLAND, OR. 97216 FAX: 15031 254-6761 ^ Page 10' DATE: 05/15/17 PROJECT: 22186 - WINDWOOD HOMES vam0161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE 2015 IBC 8Y: WIND SPEED: 120 Adjustment Factor for Building Height A = 1.00 EXPOSURE: B Increase 110/B wind loads by 1.10 SEISMIC CAT: D to obtain 120/B ^ (Soa=2/3 Swu) 0.850 1.28DSK 1.02 U R: 6i5 snow load = 30 A upper: 1388 mean roof height, h = 22 ft A main: 3336 A lower: 0 V=12SosVVoL/R ASD Load Combination = V/i.4 «./DL ASU DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15' 1388 20820 3267 2334 EXT. WALLS 12 9 156 8424 1322' 944 |NTVVALLS 8^ 9 125 4500 706 504 BRICK 40' 0 0 0 0 TOTAL 33744 5295 3782 MAIN FLOOR ROOF/CEILING 15 2403 36045 5656 4040 FLOOR 10 933 9330' 1484` 1046 EXT. WALLS 12 9 250 13600 ' 2118 1513 INT. WALLS 8 9 139 5004 785 561 WALLS ABOVE 12924 2028 1449 DECK 10 0 0 0 BRICK 40 0 0 U' 0 ' TOTAL U 76803 12052 8609 K LOWER FLOOR ^R0[)F/CBL|NG 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 ' ' 18504 2904 2074 DECK 10' ` ' , U 0 0 BRICK 40 0 0 0 0 . TOTAL 18504 2004 2074 ' 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 260/200 1 1500 nwsnzxos^ 6 2684 STHO14RJ A 350/350 2 3430 omnTi2x48^ 7 5090 HTT5 8' 600/800 3 4700 ownT12x60^~ 8 7855 ` HDU8 C 896/640 4 6210 cmsr12x72` 9 9535 HDU11 D 980/880 5 9215 cmsr12x90— 10 14445 HDU-14 E128O/128O_ ? 14446 1ohiAh Page 11 • DATE: 05/15/17 PROJECT: 22186 - WINDWOOD HOMES 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 V7 9.6 9.6 9.0' V8 16.4 10.0 26.4 9.0 0.0 V10 9.7 16.3 26.0 9.0 V11 5.0 5.0 10.0 9.0 0.0 0.0 0.0 0.0 0.0 72.0 0.0 M2 5.6 5.6 9.0 M3 10.0 10.0 9.0 M4 18.8 18.8 9.0' M5 2.7 2.7 5.4 9.0 M6 9.8 9.8 9.0 M7 3.0 7.0 6.3 16.3 9.0 M8 43.8 43.8 9.0 M9 4.6 5.4 5,2 15.2 9.0. M10 4.0 6.0 10.0 9.0 M11 3.6 3.6 7.2 9.0 0.0 0.0 0.0 0.0 0.0 142.1 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 ' Page 12- . DATE: 5/15/17 PROJECT: 22100 - W|NDWOOC) HOMES WIND°°.o.u� ` 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 O~ 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 O' 0' 0.0 0 0 0 0 0 0 0.0 0 0 ` V7 2152' ' 2152 1000 9.6 224 187' V8 2152 ` 2152 1600 26.4 81 61 ' 0 0 0 0 0.0 0 0 V10 2516 2516 1871 28.0 97 72 ' V11 2113 2113 1572 10.0 211 157 . 0 0 U 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 8932 0 0 0 0 0.0 0 0 M2 2471 ' 2471 1838 5.6 441 328' M3 1818 1818 1352 10.0 182 135 M4 1GO� ' 1608 1196 18.8 86 64 M5 1177 1177 878' 5.4' 218 162 T-./f - 1701 1701 1265 9.8 174 129 M7 3075 2152 2152 522O 3887 16.3 321 238� M8 3075 2152 5226 3887 43.8 119 89 ' M9 2558 ' 2558 1903 15.2 188 125 M10 5156 2516 7672 5706' 10.0 767 571 M11 3156 2113 5269 3919 7.2. 732 544 , 0 0 0 0' 0.0 0 0 0 0 0 0' 0.0 0 0 OU 0 0 0.0 0 0 ' 0 0 0 O' 0.0 0 0 0 0 0 0 0.0 0 0 34725 0 0 0 O 0.0 0 0 0 0 O 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 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 O' 0 0' 0' 0 O' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 O` 0 0.0 ' 0 0 . - ' Page 13 ' DATE: US/15/17 PROJECT: 22186 - 0V|NDWOODHOMES SEISMIC~�u-o��nnoo�� SEIS. TOTAL SOR. % SBS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT F-B L-R SHEAR SBS. SHEAR SEIS. SEIS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR 0 3782 0% 0 0 0 0 1.00' 0 0 3782 0% O. 0 0 0 1.00 0 0 3782 ' 0%' 0 0 . 0 0 1.00 0 0 . 3782 0% 0 0 ' 0 0 1.00 0 0 3782 0% 0 0 0 0 1.00 0 0 - 3782 0% 0 0 0 0 1.00 0 V7 x 3782 621 45% 1692 0' 1692 176 1.00 1.00 176 V8 x 3782' 766' 55% 2087 0 2087 79 1.00 1.00 79 0 3782 0Y6 0 O O' 0 1.00 0 V10 x 3782 768 55% 2087 0 2087 80 1.00 1.00 80 V11 x 3782 621' 45% 1692 0 1692 169 1.00 1.00 169 0' . 3782' 0% 0 0 0 O' 1.00 0 0 3782 0% U. 0 0 0 1.00 0 0' 3782' 0% 0 0 . 0 O' 1G0 0 0 3782 0Y6' 0 0 0 0 1.00 O 0 3782_ 0% 0 0 0 0 1.001 O� 200% 0 7559 ^ 0 8600 0% 0 0 0 0 1.00 0 M2 x 8609 206 6% 532 0 532' 95' 1.00 100 95 M3 x 8609 165 5% 426 0 426 43 1.00 1.00 43 M4 x 8809 176 50/0 454 0` 454 24 1D0 1.00 24 yW5 x 8609 208 0%' 537' 0 537 99 1.00 1.00 99 M6 x 8609 137 4% 354' 0 354 36 1.00 1.00 36 M7 x , 8609 1208 36% 3117 0 1692 4810 295 1.00 1.00 295 M8 x • 8009 1579 47% 4075 0 2087 6162 141 1.00 1.00 141 M9 x 8609 964 29%* 2488 0 2488 164 1.00` 1,00 , 164 M10 x 8609. 1461 44Y6` 3770 0' 2087 5858 586 1.00 1D0 588^ m11 x 8009 565 17% 1458 0 1692 3150 438 1.00 1.00' 438 0 8609' 0% 0 0 O. 0 1.00 0 0 ' 8609 0Y6n O 0 O 1�OO ' 0 , 0 8009 0% 0 O 0 0 1.00 0 1 . � O 8609' 0% 0 0 0 0 1.00 0 � � , 0 8609 0% 0 0 0 0 100 0 ' 20096 24769 0 2074 0Y6 0 8. � 0 0 1.00 0 0 2074 0% 0 0 0 0 1.00 . 0 0 2074 0% 0 0 0 0 1.00 0 0 2074' 0% 0 O' 0 0 1.00 0 0 2074 0% 0 0 0 0 1.00' 0 0 2074 0% O U 0 0 1.00 0 0 2074 O ' 9� 0 0 � 0 0 1.00 0 0 ' 2074 0% 0 0 0 0 1.00' 0 . 0 2074 0%' 0 O' O' 0 1O0 0 0 2074 ' 096' 0 0 0 0 1.00' . 0 O 2074 0% 0 O' 0 0 1.00 , 0 0 2074 0% 0 O O 0 1�OO , 0 0 2074 0% 0 O' ' 0 0 1.00 0 O 2074 0Y6 0' 0 0 0 1.00 0 0 2074 ' 0Y6 0 0 0 O' 1.00 0 0 2074 0O� �� O. 0 0 1,00 ` 0 ' Page 14 DATE: 05/15/17PROJECT: 22186 - WINDWOOD HOME ' WALL SUMMARY --~"^vI arrow 1r ° •1-" � ^~ ----~��^� � ^ ' - - -- --------- � � mm UNIT Panel SBS DESGN UNIT UPLIFT w/narw w/o HDLDOVVN sill NOTES SHR Increas€ SHR W S SHEAR incr incr p|C O O 1.00 0 0 0 O OR 8 ' U 0 7.00 0 0 0 O OR U 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' O` 0' 0 OR 0 V7 167 1.00 176 X 176 ' 1586 S ' S 2 OR 6 '2x V8 61 1.00 79' X 79 ' 712 S S ' 0 ORO 2x 0 0 1.00 0' 0 0 O OR 0 . V10 72 1.00 80 ' X 80 ^ 723 S S 0 OR 0 2x V11 ' 157 1.00 169 X 169' 1523' S S 2 OR 6 2x 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 O 1.00 ' 0 ' 0 0 0 OR 0 - [ O' 0 1�0O 0 ' � 0 0 ' 0 OR 0 ' � 0 U 1.00 0 0 0 U OR 0 M2 ' 328 1.00 95 X 328 2954 A A 2 OR 7 2x M3 135 1.00 43 X - 135 1217 S S 1 OR 6 2x M4 04' 1.00 24 X ' 64 572 S S ' 0 OR 0 2x M6 162' 1.67 166 X 166 1460 S S 1 OR 6 2x M6 129 1.00 36' X 129 1162' S ' S 1 OR 2x 'M7 238` 1.50 443 X 443 2656 B A 2 OR 6 2x (B/7) M8 89 1.00 141 x 141 1266 S S 1 ORO 2x M9 125 1.00 164 ' X 164' 1473 S S 1 OR 6 2x M10 571' 1.13 G5Q� X ' 659 5272 D B 4 OR 8 (2)2x K411 544 1.25 547 X ' 547 4899 B ' B 4 OR 7 '2x 0 0 1.00 0 0 0 O OR O 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 O 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 O. O OR 8 0 O' 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 OORO 0' O 1.00 0 0 0 ' O OR O 0' 0 1U0 ' n 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 O' 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 U 1.00 0 ' 0 0 O OR 0 O' 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 O' O OR O '