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, AOS - c oiyS \ St 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 ,(-117.11 LATERAL ANALYSIS .�� '_�-� December 8, 2017 P F C 2 8 2017 CITY OFTIGA RD Mascord Plan: BUILDING DIVISION 22199 - FOUR D CONST 2 IRMA DELL BUTTERFIELD PARK - LOT 1 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 Rowell Engineering Project Number: 0 PRO 170461A�����,ItvF� s�,•j 47 58367P *4 , 2Q r T. RO 31, ig2 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 .., * * V1 ,...„, ..... , 1 __. ... .. ... ..,. .. 4.....:,.....,,..i,„:„.: ... ,,,, --,---4,- I ' ' ;1 • 'I,; Jo I-' ' ' r -- re' r,r... , '',r -"' r- ----- . 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I1 #4 BAR I I SCHEDULE) 1I 1 U u CONCRETE FOUNDATION ] O DOWN No SCALE: 3/4" = 11-0" — D EXTEN DRAUJING NOT TO SCALE V 22 LN[L,C� DRAUJN E - J.Y. CIVIL- STRUCTURAL ENGINEERS DATE- 02-23-11 10570 SE WASHINGTON ST. STE 212 PHS 1DOS 254-6292 PORTLAND, OR. 97216 FAX 15031 254-6761 Page 10, EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON N.D. I LARGEST OF THE (2) HD STRAPS 9 CORNER e#.m5- ifj V ii LARGEST OF THE (2) ► 1.1V j N.D'S CORNER %/ / (2) 2X OR LARGER (DEPENDING ON I-I.D.) a FOUNDATION O 'd UPPER FLOOR 1 CO�'15IN D aO_DOUJN CQ NF COMBI SCALE: 3/4" = 1'-O" NE-HD DRAUJING NOT TO SCALE —4-M_ EMIIMEEL13[1Mg DRAUJN 1E)�'- JX. CIVIL- STRUCTURAL ENGINEERS DATE- SCS(2 23-11 10570 SE WASHINGTON ST. STE 212 PH- 15031 254-6292 PORTLAND. OR. 97216 FAX: 15031 254-6761 . Page 11 ' DATE: 12/0817 PROJECT: 22199 - FOUR D CONST 2 vwr20161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE -2015 IBC BY: SNA I 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 ` bo« 0.712 F^GDG=U 0.85 U R: 6.5 snow load = 30 F: 1.2 mean roof height, h = 24 ft A upper: 2409 A main: 2361 V=FSo»VVoL/Req1214-11 A lower: 0 ASD Load Combination V/i.4 WDL IBC ASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC UPPER FLOOR PGF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-21 ROOF/CEILING 15 2409 36135 4750 3393 EXT. WALLS 12 9 200 10800 1420 1014 INT. WALLS 8 9 200 7200 946 676 1 BRICK 40 0 U 0 0 'TOTAL ' 54135 7116 5083, ' MAIN ROOF/CEILING 15 494 7410 974 696 FLOOR 10 1867 18070' 2454 1753 EXT. WALLS 12 9 200 10800 1420 1014 INT. WALLS 8 9 200 ' 7200 946 676 WALLS ABOVE 18000 2366 1690 DECK 10 0 U0 BRICK 40 0 0 0 0 TOTAL 82080 8160 5829 LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 10' 0 0 0 EXT. WALLS 12 0 0 0 0 INT. WALLS 8 0 0 0 0 yVALLSABOVE 18000 2366 1890 DECK 10 0 0 0 BRICK 40 0 0 0 0 ƒ[}TAL 18000 2366 1690 REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Load (plf) Floor tnFloor Ho|dovvn Floor tuFoundadonHo|down Shea/waU ' wind/seis Tag Load Type Tag Load Type S 260/260 1 1500 CMoT12x36' 6 2684 STHD14RJ A' 350/350 ' 2 3430 cwar12x*8" 7 5090 HTT5 B 680/600 ' 3 4700 Cmsr12x68^ 8 7855 HDU8 C 896/640 4 6210 Cwsr1ex72" 9 9535 HDU11 D 980/980 5 9215 cmaT12xe0^ 10 14445 HDU-14 E 1280/1280 ? 14446 to high F 1540/1540 Page 12, DATE: 12/08/17 PROJECT: 22199 - FOUR D CONST 2 WALLS DIAPH. LOAD WALL SO, FT. LENGTH LINE LENGTH OF SHEAR WALLS(FEET) TOTAL HGHT. BRICK NOTES V1 14.6 14.6 9.0 V2 3.6 3.6 3.0 10.2 9.0 V3 4.9 8.0 ¶1.2 24.1 9.0 0.0 V5 10.0 3.8 22.0 35.8 9.0 V6 17.9 6.7 24.6 9.0 V7 5.6 6.0 11.6 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 120.9 M1 17.8 17.8 9.0 M2 3.0 3.0 3.2 9.2 9.0 M3 4.4 9.2 3.4 17.0 9.0 M4 20.0 20.0 9.0 M5 4.7 3.9 8.6 9.0 M6 43.0 43.0 9.0 M7 3.0 3.0 6.0 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 121.6 0.0 0.0 0.0 0.0 0.0 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: 12/8/17 PROJECT: 22199 - FOUR D CONST 2 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 2133 2133 1586 14.6 146 109 - V2 5306 5306 3946 10.2 520 387 V3 5143 5143 382 24.1 213 159 0 0 0 0 0.0 0 0 V5 4932 4932 3668 35.8 138 102 V6 4193 4193 3118 24.6 170 127 V7 3192 3192 2375 11.6 275 205 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 24899 M1 3956 2133 6089 4529 17.8 342 254 M2 5280 5306 10586 7874 9.2 1151 856 M3 4506 5143 9650 7177 17.0 568 422 M4 497 497 370 20.0 25 18 M5 4461 4932 9393 6986 8.6 1092 812 M6 4370 4193 8563 6369 43.0 199 148 M7 4086 3192 7278 5414 6.0 1213 902 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 O 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 0 0 0.0 0 0 52055 0 0 0 0 0,0 0 0 0 0 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0' 0.0 0 0 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 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 ' Page 14, DATE: 12/08/17 PROJECT: 22199 - FOUR D CONST 2 . SEISMIC ~�~~n��.°ox�� SEIS. TOTAL SQR. % SE/S. MAX. ADJUST DIREC. FLOOR FEET OF FLR WALL BRICK FROM TOTAL UNIT REDUN. REDUN. UNIT F-B L-R SHEAR SEIS. SHEAR SEIS. SBS. ABOVE SEISMIC SHEAR FACT. FACT. SHEAR V1 X 5083 408 17% 861 0 861 59 1.00 1.80 59 V2 X 5083 699 29% 1475 0 1475 145 1D0 1 00 145 V3 X 5083 1095 45% 2310 0 2310 96 1.00 1.00 96 0 5083 0Y6 0 0 0 0 1.00 0 V5 X 5083 991 41% 2091 0 2091 58 1.00 1.80 58 V6 X 5083 1009 42% 2129 0 2129 87 1.00 1.00 87 \/7 X 5083 614 25% 1295 0 1295 112 1.00 1.00 ' 112 0 5083 0% 0 0 0 0 1.00 0 0 5083 0% 0 0 0 0 1.00 0 0 5083 0% 0 OO 0 1.00 0 0 ' 5083 0% 0 0 0 0 1D0 0 0 5083 0% 0 0 0 0 1.00 0 0 5083 0% 0 0 UU 1.00 0 0 5083 0% 0 0 0 0 1]]0 0 0 ` 5083 0Y6 0 0 0 0 1.00 0 0 5083 0% 0 OO 0 1.O0 0 200% O' 10161 Ml X 5829 309 13% 763 0 861 1624 91 1.00 1.00 91 M2 X 5829 854 36% 2108 0 1475 3583 389 1.00 1.00 389 M3 X 5829 1175 50% 2901 0 2310 5211 307 1.00 1.00 307 M4 X 5829 192 8Y6474 0 474 24 1.00 1.00 24 M5 X 5829 1032 44% 2548 0 2091 4639 539 1 00 1.00 539 M6 X 5829 826 35% 2039 0 2129 4168 97 1OU 1.00 97 M7 X 5829 332 14% 820 0 1295 2115 353 1.00 1.00 353 ' U 5829 0% 0 0 0 0 1.00 0 0 5829 0% 0 U 0 O 1.0O ' 0 0 5829 0% 0 0 0 0 1.00 0 0 5829 0% Q O 0 0 1.00 0 0 5829 0% 0 0 0 0 1.00 0 0 5829 0% 0 0 0 0 180' 0 0 5829 0% 0 0 0 0 1.0U 0 0 5829 0% 0 0 0 0 1.00 0' 0 5829 0% 0 0 0 0 1.00 O - ` 20096 21814 0 1690 0% 0 0 OU 1.00 0 O ' 1690' 0% U_ 0 0 0 1.00- 8 0 1690 0% 0 0 0 0 1.00 0 0 1690 0% 0 0 0 0 1.00 0 0 1680 0Y6 0 0 0 0 1.00 0 0 1690 0% 0 0 0 0 1.00 0 0 1690 0% 0 0 0 0 1.00 0 0 1690 0% 0 0 0 0 1.00 0 ' 0 1690 ' 0% 0 0 0 0 1.00 0 0 1690 0% 0 0 0 0 1.00 0 0 1690 0Y6 0 0 0 0 1.00 0 0 1890 0% 0 0 0 0 1.00 0 0 .. 1690 0% 0 0 0 0 1.00 0 0 1890 0Y6 0 0 0 0 1.00 0 0 ' 1890 0% 0 0 0 0 1.00 0 ^ 0 1690 0% 0 0 0 0 1.00 0 . . Page 15 ' DATE: 120817 PROJECT: 22199 - FOUR D CONST 2 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 ihur p|L V1 109 1.00 59 X 109 978 S S 0 OR 0 2x V2 387 1.50 217 X 387 3482 B B 3 OR 7 2x V3 159 1.00 96 X 159 1429 S S 1 OR 6 2x 0 0 1.00 0 0 0 U OR O V5 102 1.18 69 X 102 922 S S 0 OR 0 2x V6 12.1 1.00 87 X 127 1141 S S 1 OR 6 2x V7 205 1.00 112 X 205 1842 S S 2 OR 6 2x 0 0 1'00 0 0 0 O OR O 0 0 1.00 O' ' O 8 O OR U 0 0 1.00 0 0 0 0 OR U 0 0 1.00 0 0 0 0 OR O 0 O 1.00 0 0 0 0 OR U 0' 0 1.00 0 0 U' 0 OR U 0 0 1.00 ' 0 0 0 O OR 0 0 0 1.00 0 0 0 0 OR 0 ' O 0 1.00 0 0 0 0 OR O M1 254 1.00 91 X 254 2290 S S 2 OR 6 2x M2 856 1.50 584 X 856 7703 C C 5 OR 8 3x M3 422 1.32 406 X 422 3800 B B 3 OR 7 2x M4 18 1.00 24 X ' 24 213 S S 0 OR 0 2x M5 812 1.15 622 X 812 7311 C C 5 OR 8 3x ' M6 148 1.00 97 X 148 1333 S S 1 OR 6 2x M7 002 1.50 529 X 002' 8121 D D 5 OR 9 3x 0 0 1.00 0 0 0 O 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 O 0 O 1.00 0 ' 0 0 O OR O 0 0 1D0 0 0 0 UORQ 0 0 1.000 0 0 0 OR O 0 0 1.00 0 0 0 U OR O 0 0 1.00 0 0 0 0 ORO 0 0 1.00 0 0 0 U {)R 0 0 0 1.00 0 O O 0 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 U OR O 0 0 1.00 0 0 0 O OR 0 0 0 1.00 U' 0 0 0 OR 0 0 0 1.00 0 0 0 O 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 O OR U 0 0 1.00 0 0 0 O OR 0 0 1.00 0 0 0 U ORO 0 O 1.00 0 0 0 UORO 0 0 1.00 0 0 0 U OR O 0 0 1.00 0 0 0 O OR 0