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Specifications (78) m5-rao\"-c33ato C*- R OVV E L L 10570 SE Washington St 11 Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSIS May 31, 2017 RECEIVED JUN 26 2017 Mascord Plan: CITY OF TIGARD 22209A - JT ROTH CONSTRUCTION BUILDING DIVISION MEDALLION MEADOWS - LOT 16 TIGARD, OR 97224 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 PROptc, Rowell Engineering4er o �,�SINFF. . Project Number: 5p / 170225 )//' � ,r, 0,0� o•22, it>, b T. AO4* . 31, 0 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 di: 41' V2 _....-- _...... I .. ... ,, -,... _.... _, .. . ...,... r ;rr rr. 1 1 , r r • rl zr : 1 I r 1 r r • ,s, ,.1 '''- ---__.•_':-.'-------,-,-.:;.---.---.-----....--, '. ...„,..- , . ..., , . , -,...,-, r•t ri y}'^,4 „ . ,,,,',.- -• . _.14. i , —--i, -.- -,,-- ,, , ,, 1 il ._„ lev, .gc, y ,,, ,„. , ,`...,t'..'-.....:..;.,',--,41+4.--'1, - ..-4,41.',...`,-, -,,....-,-;• -'2''' n -5` .., . .,'.'...,,:.!. .'..-..%,1=^'",.,.‘,-,':!'-.4'•':-..,-',,,44 ".-4.Y..7 ""'''t,'-1,,-,-,'' ''‘-'1,"'''',,,-,"'';''' '' i, ,, i r'',,f'''' 40* M94,. 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Page 5 DATE: 05/31/17 PROJECT: 22209A- JT ROTH CONSTRUCTIOI WIND LOADS LUAU AREAS I-RUM GAL) LINE A B CD LOAD mean roof height, h = 26 ft 0 U least horizontal dimension, b = 40 ft V2 19 50 46 1539 V3 37 30 9 8 1361 a=min(0.1 b, 0.4h) >= max(3', 0.04b) V4 107 121 2337 V5 32 19 31 44 1678 0.1b = 4 ft V6 29 23 46 71 1998 0.4h = 10.4 ft V7 29 23 46 71 1998 min = 4 ft 0 0 0 0 3' = 3ft 0 0 0.04b = 1.6 ft 0 0 max = 3 0 0 0 0 a = 4ft 0 0 2a = 8ft 0 0 0 0 roof rise, y = 4 M1 131 2253 roof run, x = 12 M2 26 81 2064 arctan(y/x) = 18.43 DEG M3 102 23 3027 M4 252 4334 A = 25.8 psf M5 83 13 84 3681 B = 7.3 psf M6 80 119 4111 C = 17.2 psf M7 80 119 4111 D = 4.1 psf 0 0 M9 65 1677 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 MIN. H/3.5 Page 9 7- I- T T -11i--11 ;T -- SIMPSON "MSTA36" I \ EA. SIDE, (4)-TOTAL I I I'I 2X CRIPPLE WALL OVER ` L , , -1 1__-� HEADER, W/ 112" SPLICE — — e JOINT W/ CONT.NAILING • HEADER • (CONTINUOUS) /I71. . 1 I CONTINUE 1-IEADER 0 .1'. TO BLDG. CORNER 4 Z 1• 1• 1NAIL SI-1EATI-LING TO •1' ; HEADER W/ 0.148"4' X 4 1..1 21/4" F. RH. P-NAILS e ill •I•' 3" O.G. BOTH WAYS O L.1 (. C.1,41AGE i_ (OR OTHER OPEN'G) 7 W W = N • 15/32" APA-RATED SHTH'G 7 ,FROM SINGLE SHEET, HI' FASTENED PER SHEAR W z II • SCHEDULE SPECIFICATIONS AND NOTES W \—Ns- - BLOCK ALL PANEL EDGES 4 I PER SHEAR SCHEDULE 1111 SPECIFICATIONS 4 NOTES S •111I , , '11 11 ' ' REBAiR a GRADE z z .I.1 LI E -1 �1 x,1 SEE SHEAR SCHEDULE AND A- 111 ,II I NOTES FOR HOLDDOWN SPECS CV ° t ."11L . PANEL WI®fiN 1 N -. /-L "3 TIES illI 11 II II (0 b) - III tt 11 - II II z Q I11Q 0 9'I 63 "3 TIES II a II U II L E J • a im" o.c. II II II 00 FLAN VIEW OF (3)"5 II II II STEM WALL EACH SIDE \I 11 11 �4" CONC. SLAB ---(I----Iri 11 II II 1, II II II II II II II II MIN. 12"x12" CONT. "5 REBAR W/ 24" 1-100K FOOTING 6 GARAGE TOP 4 BOTTOM e CORNERS DOOR W/ (4)s'4 CONT. NARROW SI-EAR PANEL / NO SCALE (REDUCES PANEL NGT.) NRWSHEAR30 C M 0KIINC G3111 DRAWN iSY- J.Y. CIVIL- STRUCTURAL ENGINEERS DATE - 02 -23-H 10570 SE WASHINGTON ST. STE 212 PH 15031 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 10. EDGE NAILING i (2) 2x OR LARGER 11 EDGE NAILINCz DEPENDING ON H.D. I URGESST TOCORNETHE ( ) HD rzwil P . i A Aiu /A OV LARGEST OF THE (2) y`!V4 (2) 2X OR LARGER I ii H.D'S ' CORNER �'�'� CDEPENDING ON H.D.) A 6 FOUNDATION % na UPPER FLOOR 1 CO 1\-ID 1 [01 IDOLJ\\ OC=7 N SCALE: 3/4" = 1'-O" COMBINE-HD Ui2AUJFNG NOT TO SCALE CO\MC -----At IMMEKEEG211K1 : pIRAWN ISY- J.Y. CIVIL- STRUCTURAL ENGINEERS SATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PH: (5031 254-6292 SCS PORTLAND, OR. 97216 FAX: 15031 254-6761 . . , Page 11 . DATE: 05/31/17 PROJECT: 22209A- JT ROTH CONSTRUCTION ver2161111 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 1.19 SEISMIC CAT: D to obtain 120/B (Gou=2/3 8mm) 0.850 1.2SDSU 1.02 I R: 6.5 snow load = 30 A upper: 2261 mean roof height, h = 26 ft A main: 2284 A lower: 0 V=1.2SosVoL/R ASD Load Combination =V/i.4 woL 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 2261 33915 5322 3801 EXT. WALLS 12 9 209 11286 1771 1265 INT. WALLS 8 9 125 4500 706 504 BRICK 40' 0 0 0 0 TOTAL 49701 7799 5571 MAIN FLOOR ROOF/CEILING 15 711 10865 1674 1195 FLOOR 10 1573 15730 2468 1763 EXT. WALLS 12 9 225 12150 1907 1382' INT. WALLS 8 9 110 3960 621 444 WALLS ABOVE 15786 2477 1769 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 58291 9147 6534 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 10 , 0 O 0 EXT. WALLS 12 0 U U O' INT. WALLS 8 O' 0 O O WALLS ABOVE 16110 2528 1806 DECK 10 0 0 0 BRICK 40 O` 0 0 0 TOTAL 16110 2528 1806 ' ^ REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Lomd (p|f) Floor to Floor Holdown Floor to Foundation Holdown Shear wall wind/seis Tag Load Type Tag Load Type S 260C280 1 1500 Cmsr12x36" 6 2684 STHD14RJ A 350/350 2 3430 cmnT12x*8^ 7 5090 HTT5 8' 600/800 3 4700 umarux8o^ 8 7855 HDU8 C 886/640 4 6210 CmaT12x72^ 9 9535 HDU11 ' D 980/980 5 9215 owsr12x90" 10 14445 HDU-14 E' 1280/1280 ? 14446 to high F 1540/1540 Page 12. DATE: 05/31/17 PROJECT: 22209A- JT ROTH CONSTRUCTIOI WALLS LOAD WALL SO, FT. LINE LENGTH OF SHEAR WALLS(FEET) TOTAL HGHT. BRICK NOTES 0.0 V2 7.6 7.6 9.0 V3 6.0 6.0 9.0 V4 8.4 8.4 9.0 V5 4.9 6.3 5.3 2.9 19.4 9.0 V6 3,0 8.0 13.2 24.2 9.0 V7 13.2 11.4 24.6 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 90.2 M1 7.0 7.0 9.0 M2 10.0 10.0 9.0 M3 2.9 2.9 2.0 2.0 9.8 9.0' M4 4.8 9.6 14.4 9.0 M5 3.8 3.1 3.1 2.6 2.6 15.2 9.0 M6 15.5 15.5 9.0 M7 15.6 6.0 21.6 9.0 0.0 M9 10.0 10.0 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 103.5 0.0 0.0 0.0 0.0 0.0 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: 5/31/17 PROJECT: 22209A- JT ROTH CONSTRUCTIC ������ ��xv��� 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 ` -V2 1539 1539 1145 7.6 202 151 , V3 1361 1361 1012 8.0 227 169 V4 ' 2337 2337 1738 8.4 278 207' V5 1678 1678 1248 19.4 86 64 V6 1998 1998 1486 24.2 83 61 . V7 1998 1998 1486 24.6 81 60 O' 0 0 0 0.0 0 0 0 0' 0 0 8.0 0 0 0' O 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 00 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 10911 yW1 2253 2253 1676 7.0 322 239 M2 2084 1539 3603 2880 10.0 360 268' M3 3027 1361 4308' 3264 9.8 448' 333 M4 4334 2337 6671 4963 14.4 463 345 M5 3681 ' 1678 5359 3988 15.2 353 262` ' M6 ' 4111 1998 6109 4544 15.5 394 293 M7 4111 1998 0109 4544 21.6 283 210 D 0 O` O' 0.0 0 0 M9 1677 1998 8875' 2734 10.0 368 273 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 U 0.0 0 0 0 0 8' O 0.0 0 0 ' 38168 0 0 0 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0 0.0 0 0 00 0 0 0.0 p 0 O 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 0 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 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: 05/31/17 PROJECT: 22209A- JT ROTH CONSTRUCTION ' SEISMIC SEIS. TOTAL SCR. Y6 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 0 5571` 0% 0 0 0 0 1.00 0 V2 X 5571 282 12% 695 0 695 91 1.00 1.00 91 V3 X 5571 293 13% 722 0 722 120 1.00 1.00 120 V4 X 5571 1120 50% 2700 0 2760 329 1.00 1,00 329 V5 X 5571 847 37% 2087 0 2087 108 1.00 1.00 108 V6 X 5571' 1059 47% 2609 0 2609 108 1.00 1.00 108 V7 X 5571 930 41% 2291 0 2291 93 1.00 1.00 93 0 5571 0% 0 0 . 0 0 1.00 0 0 5571 0Y6 0 0 0 0 1.00 0 0 5571 0% 0 0 0 0 1.00 0 0 5571 0% 0 0 0 0 1})0 0 0 5571 0% 0 0 0 0 1.00 0 0 5571 0q6 0 0 0' 0 1.00 ' 0 0 5571 0% 0 0 0 0 1.00 0 0 5571 0% 0 0 0 0 1.00' 0 0 5571 0% 0 0 0 0 1.00 0 200% 0 11164 K41 --X 6534 404 18% 1156 0 1156 165 1.00 1.00 165 M2 X 6534 265 12% 758 0 695 1453 145 1.00 1.00 145 M3 X 6534 533 23% 1525 0 722 2247 229 1.00 1.00 229 M4 ' X 6534 857 38%' 2452 0 2760 5211 362 1.00 1.00 362 M5 X 6534 891 39Y6 2549 0 2087 4636 305 1.00 1.00 305 K46 X 6534 666 2996 1905 0 1305 3210 207 1.00 1.00 207 M7 X 6534 807 35% 2309 0 2291 4600 213 1.00 1.00 213 0 6534- 0% 0 0 0 0 1.00 0 M9 X 6534 141 6% 403 0 1305 1708 171 1.00 1.00 171 0 6534 0% 0 0 0 0 1.00' 0 0 6534 0% 0 0 0 0 1.00 0 0 6534 0% 0 0 0 0 1.00 0 0 6534 0% 0 0 O' 0 1.00 0 0 6534 0% 0 0 0 0 1.00 0 0 ' 6534 0Y6 0 0 0 U 1.00 0 0 6534 0% 0 0 0 0 1.00 0 200Y6 24220 0 1806 0% 0 0 0 0 1.00 0' 0 1806 0% 0 0 0 0 1.00 0 0 1806 O 8 U ' 96 0 0 1.00 ' 0 0 1806 0% 0 0 0 0 1.00 0 0 1806 0% 0 0 0 0 1.00 0 0 1806 0% 0 0 0 0 1.00 0 0 1806 0% 0 0 0 0 1.00 0 0 ' 1806 0% 0 0 0 O 1.00 0 0 1806 0% 0 0 0 0 1.00 0 0 1806 0%' 0 0 0 0 1.00 0 0 1808 0Y6` 0 0 0' 0 1.00 0 0 1806 0% 0 0 0 0' 1.00 0 0 1806 0Y60 0 0 0 1.00 0 Y6 0 1806 O 0 0 0 0 1.00 0 0 ' 1806 0% 0 0 0 0 1.00 0 O' 1806 0% 0 0 0 0 1.00 0 • • Page 15 DATE: 05/31/17 PROJECT: 22209A- JT ROTH CONSTI WALL SUMMARY WIND Narrow INCR 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 O V2 151 1.00 91 X - 151 1355 S S 1 OR 6 2x V3 169 1.00 120 X 169 1519 S S 2 OR 6 2x V4 207 1.00 329 X ' 3291 2957 A A 2 OR 7 2x V5 64 1.55 167 X 167 968 S S 0 OR 0 2x V6 61 1.50 162 X 162 970 S S 0 OR 0 2x V7 60 1.00 93 X 93 838 S S 0 OR 0 2x 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 OORO 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0i 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 M1 239 1.00 165 X 239 2155 S S 2 OR 6 2x M2 268 1.00 145 X 268 2412 A A 2 OR 6 2x M3 333 1.75 401 X 401 2998 B A 2 OR 7 2x M4 1 345 1.00 362 X 362 3257 B B 2 OR 7 2x M5 262 1.73 528 X 528 2745 B A 2 OR 7 2x M6 293 1.00 207 X 293 2638 A A 2 OR 6 2x M7 210 1.00 213 X 213 1917 S S 2 OR 6 2x 0 0 1.00 0 0 0 OORO M9 273 1.00 171 X 273 2460 A A ' 2 OR 6 2x 0 0 1.00 0 0 0 0OR0 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 OORO 0 0 1.00 0 0 0 O ORO 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0' 01 0 OR 0 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 0 OR 0 0 0 1.00 0 0 0 O ORO 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 OORO 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 ' 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' ' OORO 0 0 1.00 0 0 0 0ORO