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01\51- 2.011 - o QZ2-6t P&,,c 'KA,e6. A tee.2� 10570 SE Washington St It RO vYE L,L, Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS RECEIVED May 16, 2017 JUN 14 2017 Mascord Plan: 22209A - WINDWOOD HOMES, INC CITY TIGARD OLSON WOODS - LOT 1 BUILDING DIVISION 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: . �o 170205 `r. 58367P 0;20 41, op, • 22,\ " T. RO' MIMES: DEC. 31, 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 5 DATE: 05/16/17 PROJECT: 22209A - WINDWOOD HOMES, INC WIND LOADS LOAD AREAS FROM CAD LINE A B CD LOAD mean roof height, h =s 25 ft V1 13 17 44 36 1588 least horizontal dimension, b = 45 ft 0 0 V3 33 26 12 14 1473 a=min(0.1 b, 0.4h) >= max(3', 0.04b) V4 116 156 3158 V5 40 25 27 36 2094 0.1b = 4.5 ft V6 38 37 45 83 2707 0.4h = 10 ft V7 38 37 45 83 2707 min = 4.5 ft 0 0 0 0 3' = 3 ft 0 0 0.04b = 1.8 ft 0 0 max = 3 0 0 • 0 0 a = 4.5 ft 0 0 2a= 9 ft 0 0 0 roof rise, y= 5 M 1 3 3 1 12 458b root run, x = 12 M2 71 2130 arctan(y/x) = 22.62 DEG M3 98 34 - 3651 M4 294 6145 A = 30 psf M5 103 27 71 4747 B = 6.4 psf M6 96 120 5388 C = 20.9 psf M7 96 120 5388 D := 4.7 psf 0 0 0 0 0 0 01 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 O 0 O 0 0 0 0 0 Page 7 17-1- 1=1 1 I 1 FORai--1 I L II i i V ... . I I r I ' Ctfi l, 1. STUD IC) DINING GREAT M. ---- <'= - I -, I ' .----- w 1 r r- ... I I 1 I I Ell 1 ill HI I ri I it 1 I I i 1 n ACE,S4- OF 1 T 1 I OK G.SL J5, --„, • • N I N L_ I o, • I 1 G4R4C.-.E t . GUEST . 1 TYP P el , A A 0 ( Iiia owstrain : , , 0 '..._„, 171 ....< •,!, L'1,1 22209A NI,LI\ ' 00,-Z. --='- ___/- \ III OM / i x it ENGINEERING, LLC COLLECTION ,0570 SE VIASK.1014 tr.!C r ,", , P. MO.254•67.t PORI,ix.,Ok 97. r iik i5034 2..“6" Page 9 DSC CONNECTOR PER PLAN 1444%4 O p pp C 400 OO O O 1 14 O 00 00 OP PLATE 111® MANUF. TRUSS Dec ' T LSS DSC-1 SCALE: 3/4' = 11-0" r/ ='YYIELL DRAWN 8Y- JX_ CIVIL- STRUCTURAL ENGINEERS DATE - 11/1S/12 10570 SE WASHINGTON ST. STE 212 PH (503) 254-6292 PORTLAND, OR. 97216 FAX: 1503) 254-6761 Page 10 EDGE NAILING I (2) 2x OR LARGER EDGE NAILING 11 DEPENDING ON N.D. LARGEST OF THE (2) ND STRAPS e CORNER NMM:5 MOM, ,X411 o LARGEST OF THE (2) ►;MVV (2) 2X OR LARGER H.D'S e CORNER „ (DEPENDING ON H.D.) I 6 FOUNDATION e UPPER FLOOR 1 COE3INEID i-40L N OUJ SCALE: 3/4" = 1'-0" AHD D1RAWfNCI NOT TO SCALE CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH 1503) 254-6292 PORTLAND, OR. 97216 FAX: (503) 254-6761 . Page 11 DATE: 05/16/17 PROJECT: 22209A - WINDWOOD HOMES, INC ver20161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE - 2015 IBC BY:MEM I�i�11�1�I.9J���=Man Adjustment Factor for Building Height A = 1.00 MIIISS 11:7 i s Increase 110/B wind loads by 1.19 ' A :1 Milto obtain 120/B (SDS=213 Sty's) 0.850 1.2SDS 1.02 6.5 snow load = 30' ' upper: 2421 mean roof height, h = 25 ft ' main: 2438 ' ower:MEM V=1.2S W /R DS DL ASD Load Combination = V/1.4 WDA ASL) DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 R'OF/CEILING 15 2421 36315 5699_ 4070 EXT. WALLS 12 9 214 11556 1813 1295 INT. WALLS 8 9 135 4860' 763 545 BRICK 40 0' 0 0 0 TOTAL 1 52731 8275 5911 MAIN FLOOR ROOF/CEILING 15 594 8910 1398 999 FLOOR 10 1844 18440 2894 2067 EXT. WALLS 12 10 219 13140 2062' 1473 INT. WALLS 8 10 130 5200 816' 583 WALLS ABOVE 16416 2576 1840 DECK 10' 0 0 0 BRICK 40 0 0 0 0 TOTAL 62106 9746' 6961 LOWER FLOOR KOOF/CEILING 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 18340 2878' 2056 DECK 10 0 0' 0 BRICK 40 0 0 0' 0 TOTAL 18340 2878 2056 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Shear wall Load (plf) Floor to Floor Holdown - Floor to Foundation Holdown wind/seis Tag Load Type Tag Load Type S 260/260 1 1500 CMST12X36" 6 2684 STH D 14 RJ A 350/350 2 3430 CMST12X48" 7 _ 5090 HTT5 B 600/600 3 4700 CMST12X60" 8 7855 HDU8 C' 896/640 4 6210 CMST12X72°. 9 9535 HDU11 D 980/980 5 - 9215 CMST12X90 10 ' 14445 HDU-14 E 1280/1280 ? 14446 to-high F-1540/1540 + Page 12 . DATE: 05/16/17 PROJECT: 22209A - WINDWOOD HOMES, INC WALLS 'LOAD - WALL SQ, FT. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES V1 8.0 8.0 9.0 0.0 V3 6.0 6.0' 9.0 V4 11.2 11.2 9.0 V5 6.8 6.7 7.0 20.5 9.0 V6 21.0 21.0 42.0 9.0' V7 16.0 12.4 28.4 9.0- 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 0.0 0.0 116.1 M1 8.0 8.0- 10.0 'M2 13.4 13.4 10.0 M3 6.0 3.3 3.3 12.6 10.0 M4 7.2 10.2 17.4 10.0 M5 _ 3.0 4.9 5.0 3.2 16.1 10.0 M6 21.6 21.6 10.0 M7 40.0 40.0 10.0 0.0 0.0 0.0 0.0 0.0 0.0_ 0.0 0.0 129.1 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 0.0 Page 13 DATE: 5/16/17 PROJECT: 22209A - WINDWOOD HOMES, IN( 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. V1 1588' 1588 1181 8.0' 198 148 0' 0 0 0 0.0 0 0 V3 ' 1473 1473 1096 6.0 246 183' V4 3158 3158 2349 11.2_ 282 210 V5 2094 2094 1557' 20.5 102 76 V6 ' 2707 2707 2014 42.0 64 48 V7 ' -2707 2707 2014 28.4 95 71 0 0 0 0 0.0 0 0 + 0 0 0 0 0.0' 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0' 0 0- 0 0 0' 0 0.0 0 0 0 0 0 0 0.0' 0' 0' 0 0 0 0' 0.0' 0 0' 0 0 0' 0 0.0 0' 0' 0 0 0' 0 0.0 0 0 0 13727- M1 3721M1 4585 1588 6172 4591 8.0 772 374 M2 ' 2130 2707 4837 3598' 13.4 361 269 M3 3651 1473 5124 3811 12.6' 407 302-- M4 - 6145 3158' 9302 6919' 17.4 535 398 M5 4747' 2094' 6840 5088 16.1. 425' 316 M6 5388 2707 8095 6021 21.6 375 279 M7 ' 5388' 2707 8095 6021 40.0 202 151 0 0 0 0 0.0' 0 0' ' 0 0 0' 0' 0 0. 0 0 0 0 0 0 0.0' Cr 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 48467 0 0 0 0 0.0 0" 0- 0 0 0 0 0.0 0 0' 0 0 0 0 0.0_ 0 0' 0 0' 0 0 0.0 0' 0 0 0 0' 0 0.0' 0 0' 0 0 0 0' 0.0 0' 0 0 0 0 0 0.0' 0 0 0' 0 0 0 0.0 0' 0 0 0' 0 0 0.0 0 0 ' 0' 0 0" 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0" 0 0' 0 0' 0.0 0' 0 0 0 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 14 DATE: 05/16/17 PROJECT: 22209A - WINDWOOD HOMES, INC SEISMIC SEIS. 'TOTAL SOR. % 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 111 X 5911' 156 6% 381' 0 381 48 1.00 1.00 48 0 - 5911 0% 0 0 0 0 1.00' 0 V3 X 5911 314 13%' 767 0 767 128 1.00 1.00 128 V4 ' X 5911 1256 52% 3066 0 3066 274 1.00 1.00 274 V5 X ' 5911' 850' 357 2075 0 2075 101 1.00 1.00 101 V6 X ' 5911 1205' 50% 2942 0 2942 70 1.00 1.00 70 V7 ' X 5911 1058 44% 2583' 0 - 2583 91 1.00' 1.00' 91 0 5911 0% 0 0 0' 0_ 1.00 0 0 5911 0% 0' 0 0 0 1.00 0 0 5911' 0% 0' 0 0 0 1.00 0 0 5911 0% 0 0" 0 0 1.00 0' 0 5911 0% 0 0 0 0 1.00 0 0 5911 0% 0 0 0 0 1.00' 0 0 - 5911 0% 0 0 0' 0' 1.00 0 ' 0 5911 0% 0 0 0 0 1.00 0 0 - 5911 0% 0 0' 0 0 1.00 0 200% 0 11814 - M1 X - 6961 612 2570 174T 0 381- 212'8 266 1.00 1.00- 266 V-2 - X ' 6961 160 7%' 457_ 0 2942 3399' 254 1.00 1.00 254 M3 X 6961 ' 503 21% 1436 0 767 2203 175 1.00 1.00 175 M4 X 6961 1038 43% 2964' 0 3066 6030 347 1.00 1.00 347 M5 X 6961 895 37% 2556 0 2075 4631 288 1.00 1.00 288 M6 ' X 6961 484' 20% 1382 0 2942 4324 200 1.00' 1.00 200 M7 X ' 6961 1181 48% 3372 0 2583 5955 149 1.00 1.00_ 149 0 6961 0% 0 0 0 0 1.00 0 0 6961 0%' 0 0 0 0 1.00 0 ' 0 6961 0% 0' 0 0 0 1.00 0 ' 0 6961 0% 0 0' 0 0 1.00 0 0 6961 0% 0' 0 0 0 1.00 0 ' 0' 6961 0% 0 0' 0 0 1.00 0 0 1 6961 0% 0 0 0 0 1.00 0 0 6961 0%' 0 0' 0' 0 1.00 0 0 6961 0% 0 0 0 0 1.00 0 200% 28670 0 2056 0% 0 0 0 0 1.00- 0 r 0 2056 0% 0- 0 0 0 1.00 0 0' ' 2056 0% 0 0 0 0 1.00 0 0 ' 2056 0% 0 0' 0 0 1.00' 0 0' ' 2056' 0% 0' 0' 0 0 1.00 0 0 _ 2056 0% 0 0 0 0 1.00 0 0 2056 0% 0 0 0' 0' 1.00' 0 0 2056 0%' 0 0' 1 0 0' 1.00 0 0 ' 2056 ' 0%' 0 0 0' 0 1.00 0 0 2056 0% 0 0 0 0 1.00 0' ' 0 2056 0% 0' 0 0 0' 1.00' 0 0 2056 0% 0 0 0 01 1.00 0 0' 2056 0% 0 0 0 0 1.00' 0' 0 2056 0% 0 0 0' 0 1.00 0 0 ' 2056 0% 0 0 0 0' 1.00 0 0 2056 0% 0' 0 0 0 1.00 0 0% 0 • Page 15 • DATE: 05/16/17 PROJECT: 22209A - WINDWOOD HON WALL SUMMARY WIND Narrow INCR COMM. MAX. "SHEAR WALL -min UNIT Panel SEIS DESGN UNIT UPLIFT w/nares' w/o ' HOLDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr pit. V1 148 1.00 ' 48' X 148'^ 13281 S S 1 OR 6 2x 0 0 1.00 ' 0 0 0 0 ORO V3 ' 183 1.00 128- X _ 183 1643 S S ' 2 OR 6 '2x V4 210 1.00 274 X ' 274 2464 A ' A 2 OR 6 2x V5 76 1.00 101 X 101 911_ S S 0 OR 0 2x V6 48 1.00 ' 70' X - 70 630 S S 0 OR 0 2x V7 71 1.00 91 X 91 819 S S 0 OR 0 2x 1 0' 0 1.00 0 01 0 0 OR 0 0 0 1.00 0 0' 0 0 OR 0 1 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 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' 0 OR 0 0 0 1.00 ' 0 0 01 0 OR 0 M1 574 1.00 266 -X 574- 5739 B 4 OR 8 2x 'M2 269 1.00 ' 254k X 269 2685 A A 2 OR 7 2x 'M3 302 1.52 1 265 X 302 3025 A A 2 OR 7 -2x 1 M4 398 1.00 347 X 398 3976' B 1 B 3 OR 7 2x M5 316 1.67 - 479 X - 479' 3160' B ' A 2 OR 7 2x M6 279 1.00 200 X 279 2788 A A 2 OR 7 2x M7 151 1.00 149 X 151 1505 S S 2 OR 6 2x 0 0 1.00 0' 0 0' 0 OR 0 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 01 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' 0 OR 0 0 0 1.00 0' 0 0 OORO 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 1.00 0' 0' 0 - ' 0 0 OR 0 1 0 0 1.00 0 1 0 0 0 OR 0 0 0 1.00 0" 0 0r ' 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 01 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 0 OR 0 0 0' 1.00 0 01 0' 0 OR 0 0 0 1.00 0 - 0 0 0 OR 0 0 0 1.00 0 0 0' 0 OR 0