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Plans (2) /ws7201r eD/96 12,D7 ski 132,4r4*le O RECEIVED 10570 SE Washington St Suite 212 It ENGINEERING, LLC JUL 3 2018 Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 BUILDING TIGARD Fax 503-254-6761 LATERAL ANALYSIS March 29, 2016 Mascord Plan: 2230CE - HT Remodeling & Design, LLC Csokas Partition, Parcel 1 Tigard, OR 97223 100 mph 3-Second Gust, 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 c;cJ PRG,e . Rowell Engineering ,,‘GIN 4. Project Number: t 7P, 160302 • O EGO ' 0 I.22,�9� \> 0 T. App MICR DE6. 31, .et] 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 H., ...-------- -..„, -.., --„. ..,..-- ,...,„, -, ,„.....„--- „------ ,..„, ..-------<-------„ .., ---,„ --„, ,--- .. _,.....- „...., -,...... ,- ...... _ ......, ...... ,, ,..... 7,-..,....,7 .7,„„z,„, i ,-- __. .--- , il--- -6- ,,i .,. 1 r--- -----;--7- — J c_J , .,...„. — -...1. .. — _ f H 1 1H1 L , „+,, ___ , .: ,, ,1 1 .01111.5 ' I 111,...Inical ,1111111 1111—I „ I 1 _ I.! 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A, r, ek15031 254,4,4: e Page 5 DATE: 03/29/16 PROJECT: 2230CE - HTRemodeling & Design WIND LOADS LOAD AREAS FROM CAD LINE A C D LOAD mean roof height, h =NM.ft 0 0 least horizontal dimension, b = ft V2 29' 24 57 129 2668 -------- V3 29 24 54 123 2578 a=min(0.1b. 0.4h) >= max(3'. 004b) V4 33 32 47 90 2396 0 0 01b = 48 # V6 67 132 2011 04h = 8.8h V7 27 21 782 min = 4.8 ft 00 0 0 3' = 3 M 0 0 0.04b = 1.92 ft 00 max = 3 0 ' 0 OO a = 4.8 0 0 2a = 10 ft 0 0 0 0 - root rise, y K41 1U 22 (4 1 86 root nun x = ` n�u 12 M2 74 148 4299 arctan(y/x) = 26.57 DEG M3 73' 144 4207 M4 80 ' 70 3082 A =MEM psf M5 194 3376 B = psf�n = 0 0 � C r 17.4 f M7 45 20' 45 2043 D = 6,4 psf 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 r Page 6 ,. [„9 • ,„,... ,,..„ ,.,. \l 7 0 0 0 , g _ . .g. , . 1 , 1 ,.. rl ---_STER --' r 27 ... —=. c2 BR. _ 2 n r ----1 • , i , 9 e .. NE _ 'e,., 4R•1- 1, ,'.:.> z p 0 ..... . 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' I ' I i.4, ..........,, $ /0 1 ............_____..... ....„.... . .. _ 2230CEN1IN =-00;.--2 -1)—/-- N INN NE ROWELL __. 1.4g4Pc-19a.„ 111 ENGINEERING, LLC ..::-..L ...,- - ... 1,,G.4,, E t+GINL t r,N, 0570 SE niA54,..I.570U 1 554 00 07 MO 254 67*7 7057L AND 75 9726 799 M..254£76i 1 .\ J XX _I R R I La U` CO `LA X l - CI) W Z (Z Et W 1a OAJi \ o 46, V O _ \ U ' SHEAR WALL SCHEDULE ' • HOLDOWN SCHEDULE • [I} 2 RF ewax ftdts to'4G. SEISMIC ZONE D {2) a c3 c a ! "TENORS APgp rt} S APA RATED PLYWOOD OR ORIENTED STRAND BOARD (1) fie. 1 u0 /4 B s/e L;4 - 65 ti T [ i __ 7. ........_..._.. ` 5P"N 6 M dol l __- --{--___.......,..._._. r6 I FASTENERS(3)(0)•)((/) LE 12 SR.„ PLATE 1 a cot /+ k� ;Iti /anA 1 1 ✓ANEW ALLOW { AaARk!THICKNESS INA+LING AB 1 NOTES J LOAD i(3) ' C J c•12 04 ;reow d 1 6/66 6.0 1l /4 4 _— f T E A PANEL 766 .SIZL SPACING I T 1 EDGES (4}t q!D nw� 9 pore!%t 3' 1 1 SINKER (14) F (2) :}�`'. a<. LUSiit xt (1)•d N I 8 9.1so =��5J a Oct, ...-. 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(I} F -.P-0011"-6 q 1 or,nn.pend PI*,ndr WAY' I �J d.r"'Aocn e*rc don T54' 1 (OS)M '4X6 son ri Yaf <iii 72 _.._ o ut <.:h" 2"a.C. 3"o C. 2X 13 o C. see(4) 8(70 Q (0)Hold... <n { r .. _. ..._.___ '�'si a an dn.. 3x 34 OC_I 80Dw o n too « a . %�-R, Cu5 t2• �sy>aa JLi �I I { Z owl+ 2 r+b MIRg a i oo0 `�o 50o - -nd i tO 4004 4010040 stud } ._ i n4 '(° 2 O.C. 2"O C. 3X On)cMSi 1 xi F /n Jc wl,�n _ j ;�/ 115 te r nr.n_aw __ 22"OC .e taj. ggE re 40 10 ISO <...e,= eno '~iT5 (zcI s an..m, ..1. swo ) o 13J 640 ♦ STriL ak 1 C.) 1 �SI M33C40 ( ) f(a)ie dna I f I A4 i (33) MST 14 X 6(}L /(22) d -SOU JS' Or Siad wj J6 @ • seTy z+ i /( l m 4 L. 0121 a 3-OC 13-0 C oel 2X 't Of /� I ___ -n"- "'• 1 20 ec,a). " >a 01.C2.wf(2i)1t �iEA 41uE , , sX '2R ac j < -... ---.-. U/I t I —_ I —J _ ..4 ., 02)C*I 3 13 (29)1f. 3nnn moon en,i 020 e {20)SDar /e y 3)T i 1 i 1 MS160 /(23)i3o a J Sb.f•! /J • an e. MSTCEC w/)32)Nie c J. 013; r I I-0t. 125" 2C i 3X 16"0C e [2110 ;'J�\ i( 7 w-x x 2h i 1 i'.nn.P"nflx 1 t (a)(8) 1 i on nM3'4 {D MO.A I j Yh 1{ YYr I Y3 i ....,3- Ea SIDE i I __ 4 (J3)Moo oe 9 (2) _ a i i (14)30 o,etx.eµu1 ea ore,nG.n m .,.d,Y.an Pion )sc YTIVItit y --' i( P Ji5y.. 9.14n 3 I 2"a.c. I 2-3 L :3X 1 13"O.C- ee4.8 fai3u i "3n. a ,w '�J1 Ea.s+oE inn. x4 1 1 (43.(n) �5s� �«t L,..n'i2i a ,.>, 1s `(" ...s I 3, sa aa.ae p ny. I 1 I 03!0]/1a —.0 •wa♦.P .rm eas. LSI {I-: `I. 11 W xl V732 miniiminis . . ^ Page 9 . DATE: 03/29V10 PROJECT: 2230CE - HTRemodeling & Design, ver012208 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE 2015 IBC BY: J.Y. 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 (Sos=2/3Swx) 0.850 ' 1.2SOFI 1.02 V R: 6.5 � snow load = Auppec: 2297 mean roof height, h = ftAmain: 2434 � �� A lower: 0 V=12SoxVVoL/R ASD Load Combination = v/i.4 vvo_ AbU DEAD V LOAD WALL HT, LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 /^ ROOF/CEILING 15 2297 34455 540 3862' EXT. WALLS 10 8 210 8400 1318 942 INT. WALLS 8 8 150 4800 753 538' BRICK 40 . 0 00 0 |U|AL 47855' /4/8 5342 MAIN FLOOR ' ROOF/CEILING 15 668 10020 1572 1123 FLOOR 10 1766 17600 2771 1979 EXT. WALLS 10 9 200 ' 0000 1412 1009 INT. WALLS 8 9 150' 5400 847 605 WALLS ABO , 13200 2071 1480 DECK 10 ' 0 0 0 BRICK 40 , 0 U' 0 0 |O[AL 55280 8675` 6196, ` 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 14400 2260 1614 DECK 10 0 0 0 BRICK 40 0 0 0 0 [OlAL ' ' 14400 2260 1614 ' 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/sous 1 a Load Type Tag Load Type S 260/260 1 1500 cMnnuxar 6 2684 STHD14RJ A 350/350 2 ' 3430 cwon2x48" 7 5090 HTT5 8' 800/600 3 ^ 4• 700 cmsruxso^ 8 7870 HDU8 C 896/640 4 6210 cmsn2x72' 9 9535 HDU11 D 080/980 5 ' 8• 350 omsnrxeo 10 14445 HDU-14 E 1280/1280 ? 14446 to high Page 10 , DATE: 03/29/16 PROJECT: 2230CE - HT Remodeling & Design WALLS LOAD WALL SO, FT. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0- V2 9.8 9.8 8.0 V3 11.4 4.8 5.4 21.6 8.0 V4 10.6 3.0 3.0 16.6 8.0 0.0 V6 7.6 5.2 12.8 8.0 V7 3.9 3.9 7.8 8.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 68.6- M1 3.8 4.2 8.0 9.0 M2 20.0 15.0 35.0 9.0 M3 45.0 45.0 9.0 M4 6.0 3.9 3.9 3.0 3.0 19.8 9.0 M5 13.0 13.0 9.0 0.0 M7 3.0 3.0 3.0 3.0 12.0 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 132.8 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 ' ' ^ Page 1 1 DATE: 3/29/10 PROJECT: 2230CE - HT Remodeling & Desigi WIND�ronn�� 11077- 100/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 100/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CAWT 0 0 0 0 0.0 0 0 ' V2 2668 2668 2205 9.8' 272 225 V3 2578 2578 2130 21.6 119 90' V4 ' 2396 2396 1980' 16.6 144' 119 0 0 O' 0 0.0 0 0 , V6 ' 2011 2011 1682' 12.8 157 130 V7 782 ' 782' 647' 7.8 100 83 0` 0 0 0' 0.0 U` 0 ' 0 0 0 0 0.0 0 0 0 0 0 0 0.0` 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 0.0 0 0 0` 0 0 0 0.0' 0' 0 0 0' 0 0 0.0 0 O' 0 10435- ` M1 1868 1005 2873 2374 8.0 359 29 M2 4299 2668' 8968 5758 35.0 199 165' M3 4207 2578 6784 5607 45.0 151 125 ' M4 3082' 2396 5478 4528 19.8 277 229 M5 3376" 503 3878 3205" 13,0 298 247 0 0 ' 0 0 0.0 0 0 M7 2043 1285 3328 2751 12.0 277 229 0 0 0 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 0" 0' 0 0 0.0 0' 0 � 0 0 0 0 0.0 0 0 . 0 0 0 0 0.0 0 0 0 0 ' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 ' 0 0 0 0 0.0 0 0 29310 ' 0 0 0 0 0.0 0 0 0 0 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 ---- U 0 0 0 0.0 0 0 0 0 0' 0 0.8 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 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 U' 0 0 0 0.0' 0 0 ' , 6. 0 Page 12 . DATE: 03/29/16 PROJECT: 2230CE - HT Remodeling & Design, I SEISMIC SETS. 1 O1 AL SON. % 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 1 1'0 1 1 0 0 1.00 0 V2 x 5342 1072 47% 2493 0 2493 254 1.00 1.00 254 V3 x 5342 1225 53% 2849 0 2849 132 1.00 1.00 132 V4 x 5342 1076 47% 2502 0 2502 151 1.00 1.00 151 0 5342 0% 0 0 0 0 1.00 0 V6 x 5342 1022 44% 2377 0 2377 186 1.00 1.00 186 V7 x 5342 198 9% 460 0 460 59 1.00 1.00 59 0 5342 0% 0 0 - 0 0 1.00 0 0 534_ 0% 0 0 0 0 1.00 0 0 5342 0% 0 0 0 0 1.00 0 0' 5342 0% 0 0 - 6 0 1.00 0 0 5342 0% 0 0 0 0 1.00 0 0 5342 0% 0 0 0 0 1.00 0 0 5342 0% 0 0 0 0 1.00 0 0 5342 0% 0 0 0 0 1.00 0 0 5342 0% 0 0 0 0 1.00 0 200% M1 x 6196 211 9% 537 0 1188 1725 216 1.00 1.00 216 M2 x 6196 1194 49% 3040 0 2493 5532 158 1.00 1.00 158 M3 x 6196 1241 51% 3159 0 2849 6008* 134 1.00 1.00 134 M4 x 6196 730 30% 1858 0 2502 4361 220 1.00 1.00 220 M5 x 6196 833 34% 2121 0 594 2715 209 1.00 1.00 209 0 6196^ 0% 0 0 0 0 1.00 0 M7 x 6196 661 27% 1683 0 1055 2737 228 1.00 1.00 228 0 6196 0% 0 0 0. 0 1.00 0 0 6196 0% 0 0 0 0 1.00 0 0 ' 6196 0% 0 0 0 0 1.00 0 0 6196 0% 0 0 0 0 1.00 0 0 6196 0% 0 0 0. 0 1.00 0 0 6196 0% 0 0 0 0 1.00 0 0- 6196 0% 0 0 0 0 1.00 0 0 6196 0% 0 0 0 0 1.00 0 0 6196 0% 0 0 0 0 1.00 0 200% 230/- 1 • 4 1'0 1 I 1 1 .11 1 0 1614 0%' 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00' 0 0 1614 0% 0' 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 1 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0 1614 0% 0 0 0 0 1.00 0 0% 0- . ' ' Page 13 ' DATE: 03/29/18 PROJECT: 2230CE - HT Remodeling & Design, LLC WALL SUMMARY WIND Narrow NCR CON FR MAX. SHEAR WALL min UNIT Panel SBS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR lncn*ao SHR W S SHEAR inor inc/ p|t. 0' 0' 1D0 0 0 0 0 OR 0 V2 ' 225 1.00 254 X 254 2035 S ' S 2 OR 6 2x V3 99' 1.00 132 X 132 1055 S S 1 OR 6 '2x V4 ' 119 1.33 201' X 201 1206 S S 1 OR 6 2x 0 0 1.00 0 ' 0 0 O OR 0 V6 130' 1.00 186 X 186 1485' S ' S 1 OR 6 2x V7 83 1.03 61 X 83 663 S S 0 OR 0 2x 0 0 1.00 0 U' 0 U OR 0 ' . 0 0 1.00 0 0 0 O OR 0 ' 0 0 1.00 O' 0' 0' ' 0 OR 0 U O 1.00 0 0 0 0OH0 0' 0 1.00 0 0 0 0 OR 0 , 0 0 1.00 0 0 0 U DR O 0 0 1.00 0 0 0 ' O OR 8 O 0 1.00 0 0 0 U OR 0 , 0' 0 1.00 0 0 0 0 OR 0 ' '' - . yW1 29/ 1.18 255 X 29 2671 A A 2 OR 6 2x M2 165 1.00 158 X 165 1481 S S 1 OR 6 2x M3 125 1.00 134 X 134 1202 S S 1 DRO 2x M4 229 1.50 330 X 330 2058 AS . 2 ORO 2x M5 247 1D0 209 X 247' 2219 S ' S 2 OR 6 2x 0 0 1.00 0 0 0 ' 0 DR O M7 229 1.50 342 X 342 2063 A S 2 OR 6 2x 0 0' 1.00 0 0 0 O DR 0 0 0 100 ' 0 0 0 OOFR O ' 0 0 1.00 0 0 0 ` D OR O . 0 U 1.00 0 0 0 ' U OR 0 0 0 1.00 0' - 0 0 0 OR O 0 O 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 U OR ' ' 0 0 1.00 0 0 0 0 0R0 0 0 1.00 0 0 0 U OR O 0 0' 1.00 0 0 0 , 0 OR 0 0 8^ 1.00 0 ' 0 0 0 OR 0 ' 0 0' 1.00 0 ' 0 0 0 OR U 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' O OR O 0 0 1.00 0 0 U' 0 OR 0 ' 0' 0 1.00 0 ` 0 0 0 ORO ' 0 0 1D0 0 0 0 OURU ' 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0 U OR U ' 0 0 1.00 0 , 0 0 ' OORO 0 0 1.00 0 0 0 0 OR U � O^ 0 1.00 0 0 0 0 OR 0 '