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Specifications (16) NST\- OO u? OW E L L 105 0 SE Washington St it Suite 212 ENGINEERING, LLC Portland,OR 97216 STRUCTURAL ENGINEERING Tel. 503-254-6292 Fax.503-254-6761 LATERAL ANALYSISRECEIVED May 7, 2018 JUN I j 2018 Mascord Plan: CITY OF TIGARD 2381B-FOUR D CONST. BUILDING DIVISION IRMA DELL BUTTERFIELD PARK - LOT 5 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: .00 PROP. 180160 �f ��GINFt�•�' 5 P i '% ca GON ' ' 22 '�°a.>`' 6,0 T RO41 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 , .,.. i..., ,,,;, ,.... ,k„,, ,. x.........=, .....„'7,.. _:.1.1.\, 4 II II r Li b1 ; i,L . -I i . X ':4'lirl.' 1i 1 II > ior, , :III':I ;/41•ocum\r,4=aTi_riimirs_s___L;;:all::;,1, ,\;;;;0 a am, , -:.;:. r--- ;-; r, • ti7........71. _ 111 .111112,0.it,i ,,,.,., 1,i .. 11,1),. 15 ; • - ' 1 \ i • , ; '1. lal -' 0: I 44°'44;' II j ':- '' - ---; 4, ,, _ ,...___,.... i , L• „. 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WIND LOADS LOAD AREAS FROM CAD LINE A B C D LOAD mean roof height, h = 24 ft V1 49 24 71 =76 2972 least horizontal dimension, b 49 ft 0 0 V3 29 11 83 86 2609 a=min(0.1 b,0.4h)>=max(3',0.04b) V4 18 5 25 14 988 V5 100 97 2118 0.1b = 4.9 ft V6 49 24 19- 18' 1840 0.4h = 9.6 ft 0 0 min = 4.9ft 0 0 0 0 3'= aft 0 0 0.04b= 1.96 ft 0 0 max= 3 0 0 0 0 a = 4.9ft 0 0 2a= 10ft 0 0 0' 0 roof rise,y 1-----41 M1 105 10 2881 roof run,x= 12 M2 266 4575 arctan(y/x)= 18.43 DEG M3 91 55 3294 M4 85 11 60' 3305 A= 25.8 psf M5 235 4042 B = 7.3 psf M6 105 21 14 3103 C= 17.2 psf 0 0 D= 4.1 psf 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 0 0 O 0 0 0 0 0 O 0 O 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 , . , _ Page 6 4.., . I 45TE / 1 1 / 1 / l'1R \ , . . 1 p , —3 I .. ' I 1 , ii,, ,m... ... .....,,,........... L_ LI 1 . i. I . 1 i ._ - -. .. 2' I T 11" ' III ' 1 , 1 r 1 , ' I i ' 1 i i 1 0 1 1 1 iii i T-I 1 r-----, o b Iii , . 1 , p./ i . , / .. , 1 , .,. / \ \ . , .. , .. , /' N / ,., , 1 \ , / .. 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OA 9,215 .3,V,ISM ., 1.......:10 - — , I U ....d..3 4 k 00 , . —- •,,,• CL . . ir f • , w 0 •.-..,' . , 1 . , . \ t.: , -- , g 2 . „.., , \---, • SHEAR WALL SCHEDULE • • HOLDOWN SCHEDULE • i.,.., ,,, ,, „„..., ,,,::: Auh, — sEismic Lo NE ',L.N...... APA RATED PLYWOOD OR ORIENTED STRAND BOARD (I _ . ._ ,,t''A tA.AA At 00 A.0./AAAA:Al' At A.A., : t AA TUNERS.3).(S),(..).41) "()E le] s,1, PLATL_, AOFES LOAD ,......1.r.,,IS' I4) ;".1 : . SEI , S1 r, ssA ... I , rd . , 6.00 C L i - .. ' U 1 z'n 4r, C.:L. 1 1 .,,, SAS;-41 X 2S, :.,,,ork,,,,,,,,,013334,2.6...,, -3 ' ."----`s:—.,- ' '-: ...,.;.',.,-;;.7.-e..'- ' 34, ' •.,.. r.....,,,,,,,,,upt,,,,,,,, . ttAA OA I.1 1!' , ,.. r....,c.,,,,,,,e...,,,,„.....:..,, ,- .„ .:";33 .. a. ."...-).134.3,,,,..... , _ .. „. ,, ... _ ,. „„,, >' s' ' ''3' .''''''. 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P-NAILS 9 fil a •1, 1. 3" O.C. BOTH WAYS O L. I. CAIRACE t-- (OR OTHER OPENG) a al t 11u1 A •I 15/32" APA-RATED SHTH'G tfi 1.1. F M SIN 1 E-SHEET, — FASTENED PER SHEAR = z I SCHEDULE SPECIFICATIONS AND NOTES LU —�--- Q _ • - BLOCK ALL PANEL EDGES ct III �I SPECIFICATPER TIIONS 4DNNOTES ULE T •I 11. •I '11 Ii1. . RE AR 60 GRADE z Z '11'11 11.1 �I 111,1 SEE SHEAR SCHEDULE AND w 1 1 NOTES FOR HOLDDOWN SPECS ry U III =1 •1 1, I• PANEL WIDTH '- -L °3 TIES t II II II H II (0 b) clikk— -- i=11=) I1 II cf� II II II 11 II zQ Ula 0 0) *3 TIES II a II u II El > J • g 10° O.C. II II II - -I6 0) PLAN VIEW OF II (3) 11 II II N STEM WALL IcIL EACH SIDE \ I 11 it �4" CONC. SLAB II 71 ir II 11 II it II II II II II II 11 MIN. 12"x12" CONT. "5 REAR W/ 24" HOOK FOOTING ' GARAGE TOP 4 BOTTOM ' CORNERS DOOR W/ (4) *4 CONT. 12\ N,A1 ROUJ 5-EAIR PANEL / NO SCALE (REDUCES PANEL HGT.) NRWSHEAR30 —4N- IINIffIMIG2N 1DR4UJN 5Y- JX. CIVIL- STRUCTURAL ENGINEERS DATE_ 02_23-11 10570 SE WASHINGTON ST. STE 212 PH: (5031 254-6292 PORTLAND, OR. 97216 FAX: (5031 254-6761 • Page 11 EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON N.D. I LARGEST OF THE (2) HSS STRAPS a CORNER iii!,ii AN MIMI% ii ►711 LARGEST OF THE (2) ►- ,• 1 (2) 2X OR LARGER el li H.D'S CORNER Ali (DEPENDING ON H.D.) d FOUNDATION / 9 UPPER FLOOR CO-s* 5IN D 1 EO_DOLUI\ CO 1N SCALE: 3/4" = l'-0" COMBINE-HD D1RAWING NOT TO SCALE ,` 1D1RAWN 5Y- JX. CIVIL- STRUCTURAL ENGINEERS DATE- 02 -23-11 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 PORTLAND, OR. 97216 FAX: 15031 254-6761 Page 12 DATE: 05/07/18 PROJECT: 2381B-FOUR D CONST. ver20161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE-2015 IBC BY:FT-1 imasuisias mil - p mima Adjustment Factor for Building Height A= 1.00 XP EOSURE: B Increase 110/B wind loads by 1.19 SEISMIC CAT: D to obtain 120/B DS 0.850 F*SDS= 1.02 R: 6.5 snow load= 25 IIIIMINIMA 1.2 mean roof height, h = 24 ft A upper: 2129 A main: 2811 V=FSosWix/R eq 12.14-11 A lower: 0 ASD Load Combination =V/1.4 WM. IBCASD DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-21 ROOF/CEILING 15 2129 31935 5011 3580 EXT. WALLS 12 9 181 9774 1534 1096 INT. WALLS 8 9 148 5328 836 597 BRICK 40 0 0 0 0 TOTAL 47037 7381 5272 MAIN FLOOR ROOF/CEILING 15 1060 15900 2495 1782 FLOOR 12 1751 21012 3297 2355 EXT. WALLS 12 10 241 14942 2345 1675 INT. WALLS 8 10 134 5539 869 621 WALLS ABOVE 15102 2370 1693 DECK 10 0 0 0 BRICK 40 0' 0 0 0 TOTAL 72495 11376 8126. LOWER FLOOR ROOF/CEILING 15 0 0 0 FLOOR 12 0 0 0 EXT. WALLS 12 0 0 0 0 INT. WALLS 8 0 0 0 0 WALLS ABOVE 20481 3214 2296 DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 20481 3214 2296 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/seis Tag Load Type Tag Load Type S 260/260 1 1500 CMST12X36" 6 2684 STHDI4RJ A 350/350 2 3430 CMST12X48" 7 5090 -• HTT5 B 600/600 3 4700 CMST12X6O" 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 13 DATE: 05/07/18 PROJECT: 2381E-FOUR D CONST. WALLS DIAPH. LOAD WALL SO, FT. LENGTH LINE LENGTH OF SHEAR WALLS(FEET) TOTAL HGHT. BRICK NOTES V1 16.2 16.2 9.0 0.0 V3 20.0 9.8 6.6 36.4 9.0 V4 6.0 4.6 10.6 9.0 V5 7.6 7.6 9.0 V6 4.4 7.8 3.2 7.8 23.2 9.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0' 0.0 0.0 0.0 94.0 M1 16.6 10.4 27.0 10.0 M2 21.0 21.0 12.0 M3 17.2 23.0 40.2 ¶0.0' M4 6.0 2.6 2.0 10.6 10.0 M5 12.2 6.0 12.6 30.8 10.0 M6 4.4 5.0 4.0 6.0 3.5 22.9 10.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 152.5 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 14 DATE: 5/7/18 PROJECT: 2381B-FOUR D CONST. ' �����n ��""��� 110/B 120/B SHEAR ADJ. %= LOAD FROM TOTAL TOTAL WALL 110/B 120/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. V1 2972 2972 2211 16,2 183 136 0 0 0 0 0.0 0 0 V3 2609 2609 1940 36.4 /3 53 V4 988 988 735 10.6 93 89 V5 2118 2118 1575 7.6 279 207 V6 1840 1840 1369 23.2 79 59. 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 O 0 0 O^ O.0 0 0 O U _ 0 Ii Uo D. O ��������� �� ��� 0 Ir' 0.1rO O 0 0 0 O 0.0 O 0 O O 0 U 0.0 0 0 O 0 0 0 D]3 O 0 0 10S27- ^ ` M1 2881 _ 2972 5853 4354 27.0 217 161 M2 4575 0i 4575 3403 21`0 218 162 M3 3294 260S 5903 4390 40.2 147 109 M4 3305 988 4294 3194 10.6 405 301 M5 4042 2118 6160 4�82 30.8 200 149 N16 3103 1840 4943 3677 22.9 216 161 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 O' 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 O 0 0.0 0 0 0 0 0 0 0.0 0 O 0 0 0 0 0.0 0 O' 31727 ` 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 U, 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 D 0 0.0 0 D 0 0 0 0 0.0 0' 0 0 O 0 0 0.0 0 0 0 0 0 0 0.0 0 0 . Q 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 0 0 0 OI) 0 0 0 0_ ^ 0 0 0.0 0 0 0 0 � ~ , " - Page 15 DATE: 05/07/18 PROJECT: 2381E-FOUR D CONST. SEISMIC SEIS. TOTAL 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 V1 X 5272 1004 47% 2486 0 2486 153 1.00 1.00 153 0 5272 0% 0 0 0 0 1.00 0 V3 X 52/2 1125 53% 2786 0 2786 I/ 1.00 1.00 71 V4 X 5272 301 14% 745 0 745 70 1.00 1.00 70 V5 X 5272 1012 48% 2506 0 2506 330 1.00 1.00 330 V6 X 5272+ 815 38% 2018 0' 2018 87 1.00' 1.00 87 0' 5272 0% 0 0 0 0 1.00 0 0 5272 0% 0 0 0 0 1.00 0 0 5272 0% 0 0 0' 0 1.00 0 0 5272 0% 0 0 0 0 1.00 0 0 5272 0% 0 0 0 0 1.00 0 0 5272 0% 0 0 0. 0 1.00 0 0 5272 0% 0 0 0 0' 1.00 0 0 5272 0% 0 0 0 0 1.00 0 0 5272 0% 0 0 0 0 1.00 0 0 5272 0% 0 0 0 0 1.00 0 200% 0 10542 M1 X 8126 582 21% 1682 0 2486 4169 154 1.00 1.00 154 M2 X 8126' 1431 51% 4137 0 6 4137 197 1.00 1.00 197 M3 X 8126 798 28% 2307 0' 27$- 5093 127 1.00 1.00 127 M4 X 8126 794 28% 2295 0 745 3041 287 1.00 1.00 287 M5 X 8126 1211 43% 3501 0' 2506 6007 195 1.00 1.00 195 M6 X 8126 807 29% 2333 0 2018 4351 190 1.00 1.00 190 0 8126 0% 0 0 0 0 1.00 0 0 8126 0% 0 0 0 0 1.00 0 0' 8126 0% 0 0 0 0 1.00 0 0 8126 0% 0 0 0 0 1.00 0 0 8126 0% 0 0 0 0 1.00 0 0 8126 0% 0 0 0 0 1.00 0 0 8126 0% 0 0 0 0 1.00 0 0 8126 0% 0 0 0 0 1.00 0 0 8126 0% 0 0' 0 0 1.00 0 0- 8126 0% 0 0 0 0 1.00 0 200% 26797 0 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1.00 0 0- 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1.00 0 0 2296 0% 0 0 0 0 1,00 0 0 2296 0% 0 0 0 0 1.00 0 0% 0 Page 16 DATE: 05/07/18 PROJECT: 2381 B-FOUR D CONST. 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. V1 136 1.00 153 X 153 1381 S S 1 OR 6 2x 0 0 1.00 0 0 0 OOR0 V3 53 1.00 // X 77 689 S S 0 OR 0 2x V4 69 1.00 70 X 70 633 S ' S 0 OR 0 2x V5 207 1.00 330 X 330 2968 A A 2 OR 7 2x V6 59 1.41 122* X 122 783 S S 0 OR 0 2x 0 0 1.00 0 0 0 0OR0 0 0 1.00 0 0 0 0ORO 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 -0 O.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 161' 1.00 154 X 161 1612 S S 2 OR 6 2x M2 162 1.00 197 X 197 2364 S S 2 OR 6 2x M3 109 1.00 127 X 127 1267 S S 1 OR 6 2x M4 301 1.75 502 X 502 3013 B A 2 OR 7 2x M5 149 1.00 195 X 195 1950 S S 2 OR 6 2x M6 161 1.43 271 X 271 1900 A S 2 OR 6 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 0ORO 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 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 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' 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 0 OR 0 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 0 OR 0 0 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 WIND I!MIMIC , .0.0 nOte, '. 11111111.11111.111111.11111r .. : - i Ot 4 ,r • 4 I •FRAMING CLIP SPACING SCHEDULE O.C.• GENERAL NOTES LEGEND I PLEASE N'OANALE. 1 __,......_ , . iiiiiiiiiiii _____________ • AE/Ara0E -,-.1trg A . 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