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A s71?, /?- 02.i / /U 56v 0 '-7 R OV 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 LATERAL ANALYSIS REIV December 19, 2016 JAN 1 9 2017 CITY OF TIGARD Mascord Plan: BUILDING DIVISION 1144 - LHL HOMES Bean Partition - Parcel 1 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 PRQf4. Project Number: $' INE ! 160439 izt``' S6 pE? . � 14,0„ GON al 22, O T. R0' 1 M3: DEC. 31, aj 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. MEOW . - • Page 1 , * , , - „ •I'l LI! IL l'i lin II .111 ir tro. n iir'''':II II! IL, WI I! LII I III' '' Il 1 n.-"--.-..I:.•...r.--•r.T•772:•;:".- ..;.n.\,1 ri .! '„II , \ . ..".. nn InrrnIrl, Hiir H II'l \ 1 I 'Inn!. '',II 'IL ',1 ',I III•I . . I IIIIIIIII,:i ' 114 p .4.11 ,,,,H,,...,. 11.H. I., ,, p,, • IN ';-; 1 el a row•arammik iipiliThl HI II hidli .W16 y Hilluifil 11 ilvii '111 ;.!, HIIEWIIIIITHW il 11 It. 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Page 5 DATE: 12/19/16 PROJECT: 1144 - LHL HOMES WIND LOADS LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height, h = 9 ft O 0 least horizontal dimension, b= ft 0 0 O 0 a=min(0.1b, 0.4h) >=max(3', 0.04b) 0 0 0 0 0,1b = 4.5 ft O 0 0.4h = 7.6 ft o 0 min = 4.5 ft 0 0 0 0 3' = 3ft 0 0 0.04b = 1.8 ft 0 0 max = 3 0 0 0 0 a = 4.5 ft O 0 2a= 9ft 0 0 o 0 roof rise, y=MEM M1 41 35 149 222 5224 roof run, x = 12 0 0 arctan(y/x) = 26.57 DEG M3 41 35 149 222 5224 M4 58 32 61 116 3389 A= 23.3 psf M5 58 32 61 116 3389 B = 7.3 psf O 0 C = 17,4 psf 0 0 D = 6.4 psf 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0, 0 O 0 0 0 0 0 0' 0 a 0 o 0 O 0 0 0 0 0 0 0 0 ' 0 0 0 O 0 0 0 5. , . *...,..55.5. Page 6 , L-1,1> i _----- 'tljt i 10 Ai (i) n () 0 rn e 7 0 )) .. , g RI (. AI .... P 6 A) I> , M 6 V . re_ " u ()) A) 1 .. .1.._ , _ RI 1 , 7 . 6.1-77> tp f• , IZ 1 1_ il . fi 0 i - C.,-3 Ll IrMIM t • '0 I I 0 A,) En Ili 0 U () AI I . III o / \" II ___ .. • , f _ 1. I I . I _ _ Ej ! Le 114 .' u . 0 UI i 155„, (35) 5 . 51 In 0 4,0 A) -- , I 6 , _ 1 z Li _ 4, r,„. : ty t., , it ROWELL F---.-LCDO .P__,A h MM -0 ENGINEERING,LLC - - , , .,,,, AL§.•..C'ON li,1 f 7 Sq T. P.n 1,,,:r-. b." PO.,L.0.OP 9,, ,..,4631 \ 1 •,,,,.,,,:• J° , J-J., ILLIZ, , r•-• re, CD CS) as CL II• '.6 6 11111 I .46 ., \ . ,..,... • SHEAR WALL SCHEDULE • * HOLDOWN SCHEDULE • .. .„ „ .. /NTISMIC ZONED APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I) ,6,,,,,,,,. '6,,,,,,,,,,op%--,,r,,-.. '.-,. :., ,...,c.-,_:E.,.., At Low MARKi..'!. -.'„r —- 1 . I'''..C,s''.3) '-' AD 1 NO:fEs I'DAD . 1 1-- -'G , '' OS. . . , 34 X 2.., ,.....,,,,,....,a...'C 1 g..,4 x 24,,,p,, ‘, ,!„t,0,„ ,:±0.:..,ti ,,0,0 ' 0.,e t t004,4,00 , ,., . , i taar0044 40,0eze:,,c,0,. • .;''',3,ttr,N..r, R.P7.7.,nu,L.000a,00,0 404 x _ 040T.00 a 4.0 04 0004, , _ 1 111 .,..7 1,"-.I 77: .Q7-6'.0 10 0., , ,,,, 74' 4'0,C ' 4-GAD . 2.3. 4.3 SC.! . . . 1 : ijj ,:D-. 21-s , n40 le,,,,,,e,a,...:,..,,d'Le..04re. •0 ^0 0:49Sti t t:t:x t ;,,i,04 040,0, • ,t,., : ' .....)! I t ,. ' I a • • 1 ,",000: ,,,,,t, t , • , , 0, t ' -, 02...:.4.. ! 2"CO 3::CC i DX 13'3 3: 1 4,t4);i it6Gto. .....,..„ ,.0 j• ,„,„:„,...„,‘„,„,,,„00,,„,.,:„.,,,:„ :„„:„_„„, ,„,„,,r. ,,,(•,,:".„.„„2„:„1,, . 1 , . ,4-cc. 1 . ,e,0.0 a 40,24 4,0. ,,,,,ap.00 000,v,ea,,00: 0 e,..,/4)."'t ., + „ , f__ „.......„.._ , "[. 3.; 1 2.'''''s '''''''''' : .. i:33'D A'i 3.3)(...)i ,c- • Co)3)..) G.3.DO).,,r.ce: R,,.,GsAro.Es.),..ow 8".th A. , S," , :)1))3•31.1.k DOD+./G32)'G.3..A.A,-A:.:-.),'.33":''. ‹'.1.'s,': :"':' ''''.:i ' DS))0)•ADO D...0,occ...GG v cc...,....) s' , ' (.0 1.-- I ss,- cc li. ' - . „„„.1 - I.4 D,DE.1 .,P,...,.. ]0.1M.,..1e e”LLL,....il[ALL,et 000,4 \ ;:";' ,!:;.:" '`: ', •Q.07....7,...,Q., 4*-:*-**' i i I tl I <4.' 1.1... .r!.1 1 1 41 . - A (f)I 1, ; . . ' . _g_.8 ' DATE: 12/19/16 PROJECT:1� 1144 - LHL HOMES vw,20161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2015 IBC BY: 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 (Soo=2/3Sma) 0.850 12SO8U 1.02 � � " U R: 6.5 snow load = 30 A upper: 0 mean roof height, h = 19 ft A main: 3098 A |nxvec_ 0 V=1 mL/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 0 0 EXT. WALLS 10 0 0 0 0 INT. WALLS 8 0 0 0 O BRICK _ 40 0 0 0 D TOTAL ' 0 0 0 MAIN FLOOR ROOF/CEILING16 ` 3098 46470 7292 5209 FLOOR 10 O 0 0 EXT. WALLS 10 10 239 11950 1875 1339 INT. WALLS 8 10 300 12000 1883 1345 WALLS ABOVE 0 0 0 DECK10 0 O' 0 BRICK _ 40 0 0 0 D' TOTAL 70420 11051 7893 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 D WALLS ABOVE 23950 3758 2685 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 23950 3758 2685 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 hoFoundmt�nHo'down ShemrwmU wind/seis Tag Load Type Tag Load Type S 200/260 1 1500 cwor12x36^ 6 2684 STHD14RJ A 350/350 2 3430 owaT12x48^ 7 5090 HTT5 B 000/600 3 4700 omar12x60~ 8 7855 ' HDU8 C 898/840 4 6210 owoT12x72' 9 9535 HDU11 D 980/980 ' 5 9215 omST12x90^ 10 14445 HDU-14 E 1280/1280 _ ? 14446 to high F 1540/1540 Page 9 DATE: 12/19/16 PROJECT: 1144- LHL 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 0.0 M1 10.0 10.0 10.0 30.0 9.0 0.0 M3 22.8 22.8 9.0 M4 3.4 3.4 3.4 3.0 3.0 3.4 19.6 11.0 M5 5.6 6.8 4.0 6.0 4.3 16.9 43.6 11.0 0.0 0.01 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 116.0 0.0 0.0 0.0 0.0 0.0 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: 12/19/16 PROJECT: 1144 - LHL HOMES WIND 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 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0. 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 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 5224 5224 3886 30.0 174 130 0 0 0 0 0.0 0 0 M3 5224 5224 3886 22.8 229 170 M4 3389 3389 2521 19.6' 173 129 M5 3389 3389 2521' 43.6 78 58 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0,0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 17226 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0 0 0.0 0 0 0 0 0 0 0,0 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 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: 12/19/16 PROJECT: 1144 - LHL HOMES SEISMIC SETS. TOTAL SQR. % SETS. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. 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 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 M1 X 7893 50% 3947 0 3947 132 1.00 1.00 132 0 r 7893 0 0 0 0 1.00 0 M3 X 7893 50% 3947 0 3947 173 1.00 1.00 173 M4 X 7893 50% 3947 0 3947 201 1.00 1.00 201 M5 X 7893 50% 3947 0 3947 91 1.00 1.00 91 0 7893 0% 0 0 0 0 1.00 0 0 7893 0% 0 0 0 0. 1.00 0 0 7893 0% 0 0 0 0 1.00 0 0 7893 0% 0 0 0 0 1.00 0 0 7893 0% 0 0 0 0 1.00 0 0 7893 0% 0 0 0 0 1.00 0 0 7893 0% 0 0 0' 0 1.00 0 0 7893 0% 0 0 0 0 1.00 0 0' 7893 0% 0 0 0 0 1.00 0 0 7893 0% 0 0 0 0 1.00 0 0 7893 0% 0 0 0 0 1.00 0 200% 15786 0 2685 0% 0 0 0 0 1.00 0 0 2685 0% 0 0 0 0' 1.00 0 0 2685 0% 0 0 0 0 1.00 0 0 2685 0% 0 0 0 0 1.00 0 0 2685 0% 0 0 0 0 1.00 0 0 2685 0% 0 0 0 0 1.00 0 0 2685 0% 0 0 0 0 1.00 0 0 2685 0% 0 0 0 0 1.00 0 0 2685 0% 0 0 0 0 1.00 0 0 2685 0% 0 0 0 0 1.00 0 0 2685 0% 0 0 0 0 1.00 0 0 - 2685 0% 0 0 0 0 1.00 0 0 2685 0% 0 0 0' 0 1.00 0 0' 2685 0% 0 0 0 0 1.00 0 0 2685 ' 0% 0' 0 0 0 1.00 0 0 2685 0% 0 0 0 0 1.00 0 0% 0 • Page 12 DATE: 12/19/16 PROJECT: 1144- LHL HOMES WALL SUMMARY W IND'Ilarrow IRCR CONTR. 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 plt. 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 1.00 0 0 0 0 OR 0 0 0 1.00 , 0 0 0 OORO O 0 1.00 0 0 0 0 ORO O 0 1.00 0 0 0 OORO 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 0 OR 0 0 0 1.00 0 0 0 O OR 0 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 O OR O 0 1.00 0 0 0' 0 OR O M1 130 1.00 132 X 132 1184 S S 1 OR 6 2x PERF S/6 0 0 '1.00 0 0 0 0 OR O M3 170 1.00 173 X 173 1558 S S 2 OR 6 2x M4 129 1.75 352 X 352 2215 B S 2 OR 6 2x M5 58 1.38 124 X 124 996 S S 0 OR 0 2x 0' 0 1.00 ' 0 0 0 0 OR 0 O 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 O ORO 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 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 0 ORO 0 1.00 0 0 0 . O OR 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 O OR O 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 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 0OR0 O 0 1.00 0 0 0 t 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 0 OR O 0 1.00 0 0 0 0 OR 0 Page 13 Designer: S.A. PROJECT: 1144-LHL HOM Date: gt##/## PROJECT NUMBER: 160439 PERFORATED SHEAR WALL DESIGN Shear Line M1 Max Induced Unit 132 'SHEATH Ltot 38 Shear,v S Max Opening Height 2 STRAP HD UPLIFT,T 1184 1 6 W S MAX Induced Shear 3886 3947 3947 Total Shear Wall Length 30.00 Height of pert 9 %total shear 78.95 Ao 24 r 0.9184 Co 1.0000 Li L, h M1 10.0 10.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 9.00 h Li IF L x > 2; 2 *Lt * h- 100 10.0 100 0.0 0.0 0.0 0.0 0.0 0.0 0.0 30.0 Where: _ r * Ltot Coik3 - 2 *r) EL; 1. r = Ao 1 + h * EL1 r Ao = (maxopening height) * Ltot — L, max of h13 or max opening height V v = Co * > L` V * h T = Co *EL`