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Specifications (45) 19 R O E 10570 SE Washington St Suite 212 it ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 s r Tr II LATERAL ANALYSIS µ October 11, 2017 DEC 5 2017 CITY OF TIGARD Mascord Plan: BUILDING DIVISION 22122B - PETERMAN MITCHEJ4 L t/. IRMA DELL BUTTERFIELD PARK - LOT 11 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 .coo PRO1 Project Number: 170388 �` 583 7PE / 6 CSO EGO •22,\�' 0 4v <doT. RO itra: 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 INCEDENTAI.OR CONSEQUENTIAL DAMAGES. III.THIS PRODUCT IS FOR A SINGLE USE ONLY AND IS NOT TO BE REUSED WITHOUT SPECIFIC AUTHORIZATION. 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I , I _ - --, A - , ..J. . _ .. 7„.„..,1„_-E.,__._,, I „ 71.. -1, ._ ..„..f. . st4 M3 i4 M4 4M5 *'. _ , ..... ....... ___ _ ......_.... 22122B "-..)._--:----.4.. E-_____-= /,z-,7 1(-_)N MM MO jROWELL -/A2,4r-r491-06.- R ENGINEERING,LLC COI I CC T ON 101,Aff,, 01 171,t, I 4 Page 4 ,I 1 N/7 11111‘ V8 ib 1 . . , I , • - . , • „ , D I la '' 8 • . -ilk' - ''''''' - - • , • . • ; q........L. 1_I. ' --• I , • • • i, -! ',,,1 i --,,,..,-- . Al. . . . . . - . 21.6j A: - -a- - - - 1,-', i— 1 ,' ' ' , , ' ' A 1 , 1- _ — - M6 M7 ih M8 st% M9 *1 22122B ________ ___ ___ ---- =L._= /,z_.-10\ L------ ME OE IR OW E L L / io / t ENGINEERING,LLC COLLEC , ION e Page 5 DATE: 10/11/17 PROJECT: 22122B - PETERMAN MITCHEN WIND LOADS LOAD AREAS FROM CAD LINEA B C D ' LOAD mean roof height, h = ft 0 0 least horizontal dimension, b = ft 0 0 V3 32 34 97 2339 a=min(0.1 b,0.4h)>= max(3', 0.04b) V4 39 263 3774 0 0 0.1b= 5ft 0 0 0.4h = 10 ft V7 ' 197 2325 min = 5 ft V8 36 27 180 3121 0 0 3'= 3ft 0 0 0.04b= 2ft 0 0 max= 3 0 0 0 0 a = 5ft 0 0 2a = 10 ft 0 0 0 0 roof rise, y= 1U ml 32 bti 1826 roof run, x = 12 M2 202 3474 . arctan(y/x)= 39.81 DEG M3 88 73 3156 M4 254 4369 A= 21.6 psf M5 106 78 3444 B = 14.8 psf M6 48 53 1821 C = 17.2 psf M7 121 86 3096 D= 11.8 psf M8 16 15 166 3423 M9 33 88 2015 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 i . 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' A,A ,, ',..„ V 4 1 1 1 I la (1) t'f ill >11 • 4 ›. 4 ›r' i' ` Page 9 ' DATE: 10/11/17 PROJECT: 22122B - PETERMAN MITCHEN ' v,m016*111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE'%015IBC BY:USHL � o o Adjustment Factor for Building Height)k= 1.00 Increase 110/B wind loads by 1.19 mgadv mmism to obtain 120/B on0.850 F~SDS= 1.02 snow load = 3 mean roof height, h =U ���� ^ " « upper: V=FSooVVoL/Req12.14-11 ASD Load Combination = V/i.4 w=` |I:IC8SL) DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC UPPER FLOOR . PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 18-21 ROOF/CEILING 15 1447 21705 3406 2433 EXT. WALLS 12 8 132 6336 994 710 INT. WALLS 8 8 116 3712 582 416 BRICK 40 0' 0' 0' 0 TCnAL ' 31/53 4983 3559 MAIN FLOOR ROOF/CEILING 15 2216 33240 5216 3726 FLOOR , 10 - 1006 10060 1579' 1128 EXT. WALLS 12 9 238 13328 2091 1494' INT. WALLS 8 9 225 8400 1318 942 WALLS ABO . 10048 1577 1126 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 75076 11781 8415 LOWER FLOOR RODFX3t|L|NG 15 0 0 0 FLOOR ' � , ' 18 0 0 0 EXT. WALLS 12 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE 21728 3410 2435 DECK 10 0 O 0 BRICK 40 0' O 0 0 TO1AL 21728 3410 24�5' , REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable LoadMoorVoFloor Hcddown F�orh» Foundo�onHo|down Shear wall `r` wind/saim . |ag Load lype Tag Load Type S 260/280 1 1500 oMsr12x36^; 6 2684 STHD14RJ A 390/360 2 3430 cwar12x48' 7 5090 ' HTT5 B 800/600 3 4700 nwsr1ex60^ 8 7855 HDU8 C 896/640 4 6210 ownT12x72^ 9 9536 HDU11 D 080/980 5 9215 c�sT�xxyV'' 10 14445 HDU-14 E 1280/1280 � ? 14446 to high F 1540/1540 Page 10 DATE: 10/11/17 PROJECT: 221228 - PETERMAN MITCHEN WALLS DIAPH. LOAD' WALL SQ, Fr. LENGTH LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0 0.0 25 V.3 10.0 10.1.7 8,0 25 V4 20.8 20.8 8.0 0.0 0.0 25 V7 13.8 13.8 8.0 25.V8 10.8 11.2 22.0 8,0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 66.6- 20 M1 4.0 4.0 10.0 20 M2 4.0 4.0 10.0 60 M3 12.0 9.1 7.0 14,3 42.4 9.0 55 M4 6.5 6.5 9.0 55M5 5.6 6.6 12.2 9.4 33.8 9.0 25 M6 4.3 4,3 9.0 55 M7 4.8 3.8 10.6 19.2 9.0 45 M8 2.0 12.6 14.6 9.0 55 M9 2.7 2.7 3.2 3.8 2.9 15.3 10.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 144.1 0.0 0.0 0.0 0.6 0.0' 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 0.0 o.6 Page 11 ' DATE: 10/11/17 PROJECT: 22122B - PETERMAN MITCHEN • 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 V3 2339 2339 1/40 10.0 234 1/4 V4 3774 3774 2807 20.8 181 135 0 0' 0' 0 0.0 0 0 0 0 0 0 0.0 0 0 V7 2325 2325 1729 13.8 168 125 V8 3121 3121 2322 22.0 142 106 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0' 0 0 0.0 0 0 0 0 0 0 0.0 0 0' 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 6 1155g- M1 1556M1 1826 1826 1358 4.0 457 340 M2 3474 3474 2584 4.0 869 646 ' M3 3156 2339 5495 4087 42.4 130 96 M4 4369 3774 8143 6057 6.5' 1253 932 M5 3444 3444 2562 33.8 102 76 M6 1821 1821 1355 4.3 424 315 M7 3096 2325 5421 4032 19.2 282 210 M8 3423' 3121 6544 4867 14.6 448 333 M9 2015 2015 1499' 15.3 132 98 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0' 0 0 0 0 0 0.0 0 0 0 0 0 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 o.0 0 0 3818( 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0' 0 0 0 0.0 0 0 0 0 0 0- 0.0' 0 0 0 0 0 0 0.0 0 0 0 0 0 0' 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 0.0' 0 0 0 0 0 0 0.6 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 6 6 Page 12 DATE: 10/11/17 PROJECT: 22122B - PETERMAN MITCHEN SEISMIC SEIS. TOTS SQR. % 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 3559' 0% 0 0 0 0 1.00 0 0 3559 0%' 0 0 0 0 1.00 0 V3 x 3559 6Ub 42% 1488 U 1468 149 1.UU 1.UU 149 V4 x 3559 840 58% 2066 0 2066 99 1.00 1.00 99 0 3559 0% 0 0' 0 0 1.00 0 0 3559 0% 0 0 0 0 1.00 0 V7 x 3559 587 41% 1444 0 1444 105 1.00 1.00 105 V8 x 3559 858 59% 2110` 0 2110 96 1.00 1.00 96 0 3559 0% 0 0 0 0 1.00 0 0 3559 0% 0 0 0 0 1.00 0 0 3559 0% 0 0 0 0 1.00 0 0 3559 0% 0 0 0 0' 1.00 0 0' 3559 0% 0 0' 0 0 1.00 0 0 3559 0% 0 0 0 0 1.00 0 0 3559 0% 0 0 0 0 1.00 0 0 3559 0% 0 0 0 0 1.00 0 200% 6 7108- M1 10£M1 x 8415 188 6% 491 0 491 123 1.00 1.00 123 M2 x 8415' 335 10% 875 0 875 219 1.00 1.00 219 M3 x 8415 1111' 34% 2902 0 1488 4390 104 1.00 1.00 104 M4 x 8415 1033 32% 2698 0 2066 4764 733 1.00 1.00 733 M5 x 8415 553 17% 1444 0 1444 43 1.00 1.00 43 M6 x 8415 355 11% 927 0 927 216 1.00 1.00 216 M7 ' x 8415 1319 41% 3445 0 1444 4889 255 1.00 1.00 255 M8 ' x 8415 1227 38% 3205 0 2110 5315 364 1.00 1.00 364 M9 x 8415 319 10% 833 0 833 54 1.00 1.00 54 0 8415 0% 0 0 0 0 1.00 0 0 8415 0% 0 0 0 0 1.00 0 0. 8415 0% 0 0 0 0 1.00 0 0 8415 0% 0 0 0 0 1.00 0 0 8415 0% 0 0 0 0 1.00 0 0 8415 0% 0 0 0 0 1.00 0 0 8415 0% 0 0 0 0 1.00 0 200% 23928- 0 39260 2435 0% 0 0 0 0 1.00 0 0 2435 0% 0 0 0 0 1.00 0 0 2435 0% 0 0 0 0 1.00 0 i 0 2435 0% 0 0 0 0 1.b0' 0 0 2435 0% 0 0 0 0 1.00 0 0 2435 0% 0 0 0 0 1.00 0 0' 2435 0% 0 0 0 0 1.00 0 0 2435 0% 0 0 0 0 1.00 0 0 2435 0% 0 0 0 0 1.00 0 0 2435 0% 0 0 0 0 1.00 0 0 2435 0% 0 0 0 0 1.00 0 0 2435 0% 0 0 0 0 1.00 0 0 2435 0% 0 0 0 0 1.00 0 0 2435 0% 0 0 0 0 1.00 0 0 2435 0% 0 0 0 0 1.00 0 0 2435 0% 0 0 0 0 1.00' 0 0% 6 _ Page 13 DATE: 10/11/17 PROJECT: 22122B - PETERMAN MITC • •WALL SUMMARY WIND Narrow INCIfCONTI- 1/IAX. SHEAR WALL min UNIT Panel SEIS DESGN UNIT UPLIFT w/narw w/o HOLDOWN sill NOTES SHR increase SHR . W S SHEAR incr incr pit. 0 0 1.00 0 0 0 OORO 0 0 1.00 0 0 0 0 OR 0 V3 1/4 1.UU 149 X 114 1392 5 S 1 UK b 2x V4 135 1.00 99 X 135 1080 S S 1 OR 6 2x 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 OORO V7 125 1.00 105 X 125 1002 S S 1 OR 6 2x V8 106 1.00 96 X 106 844 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 0 OR 0 0 0 1.00 0 0 0 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 0 OR 0 M1 34o 1.25 153 X 340 3396 A A 2 OR 7 2x M2 646 1.25 273 X 646 6461 C C 5 OR 8 3x M3 96 1.00 104 X 104 932 S S 0 OR 0 2x M4 932 1.00 733 X 932 8386 D D 5 OR 9 3x 5 76 1.00 43 X 76 682 S S 0 OR 0 2x M6 315 1.05 226 X 315 2835 A A 2 OR 7 2x M7 210 1.18 302 X ' 302 2292 A S 2 OR 6 2x M8 333 1.75 637 X 637 3276 C B 2 OR 7 2x M9 98 1.75 95 X 98 980 S S 0 OR 0 2x 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0 0' O 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 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 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 OORO 0 0 1.00 a 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 OOR0 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 OORO 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0