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Specifications (39) Dads Q s-v,) c.,-k-, R OW 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 LATERAL ANALYSIS RECEIVED May 31, 2017 JUN 2 9 2017 Mascord Plan: CITY OF TIGARD 22166 - JT ROTH CONSTRUCTION BUILDING DIVISION MEDALLION MEADOWS - LOT 26 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 Et) PR(�. Project Number: y� �S 170226 �5 17E /. tff EGQN, 0 r22 `' o r. RO' MCP:Mt DE6. 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. 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P.1,40 OW 47,6 )444150.11 •)4(.7E. f • Page 5 DATE: 05/31/17 PROJECT: 22166 - JT ROTH CONSTRUCTION WIND LOADS LOAD AREAS FROM GAD LINE A B C D LOAD mean roof height, h = ft 0 0 least horizontal dimension, b = ft 0 0 0 0 a=min(0.1 b, 0.4h) >= max(3', 0.04b) 0 0 V5 . 97 34 2070 0.1b = 4.5 ft V6 95 42 2130 0.4h = 7.6 ft 00 min = 4.5 ft V8 - 10 110 45 137 4235 00 3' = 3 ft 0 0 0.04b = 1.8 ft V11 86 45 143 3734 max = 3 0 0 0 0 a= 4.5 ft 0 0 2a = 9 ft 0 0 0 0 roof rise, y=I 91 M1 93 19 2336 roof run, x = 12 - M2 93 19 2336 arctan(y/x) = 36.87 DEG M3 38 101 8 16 2642 M4 55 118 2338 A = 21.6 psf M5 112 33 2316 B = 14.8 psf M6 174 2993 C = 17.2 psf M7 61 75 2428 D = 11.8 psf 0 0 M9 138 2374 M10 149 2563 M11 45 18 1238 M12 30 71 144 4176 0 0 M14 99 116 4134 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 CI.C.5Z..124D,,2455-54 r` 5.2. Page 6 ' 5 1 I . I . 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I- 11 HOEDOWN I I .1C — '- SEE SCHEDULE I I � = 1: fif l I I I, II \ I I I __ -1- - _ -LL ii Irr-- I- - I III I I .:±:- 1Ij I I I 4 THREADED ROD II D II )- _ z - .f 1/211 APA RATED 0 = II SHEATHING k SLEEVE NUT ui DOLT SPLICE Fl - L - -I II I 11 if"S11"1PSON" STA HJ EOLT (SEE H 04 5ARSCI--IE1DLlLE) I U CONCRETE FOUNDATION (11HOOWN X No SCALE: 3/4" - 1'-O" — D—EX—EN DRAW1NC1 NOT TO SCALE -7A -L--" ------ IEKUKEIELIZIM DRAWN 5Y- J.Y. CIVIL- STRUCTURAL ENGINEERS DATE 02-23-11 10570 SE WASHINGTON ST. STE 212 PHS (5031 254-6292 f�c - S�/ PORTLAND, OR. 97216 FAX 15031 254-6761 Page 10 DSC CONNECTOR PER PLAN 44414 1401TO ATPPL E MANUF. TRUSS € DSC DSC-1 0 SCALE: 3/4" = I'-m" IENUMEECIAIN DRAWN EY- JX, CIVIL- STRUCTURAL ENGINEERS DATE- 11/15/12 10570 SE WASHINGTON ST. STE 212 PH: 15031 254-6292 PORTLAND, OR. 97216 FAX: (5031 254-6761 Page 11 EDGE NAILING (2) 2x OR LARGER EDGE NAILING DEPENDING ON N.D. I STRAPS TOF TI4E E( ) RD CrA AI W . ANI /A�� LARGEST OF THE (2) (2) 2X OR LARG=R j N.D'S CORNER l (DEPENDING ON H.D.) A a FOUNDATION G a UPPER FLOOR 1 CO '1 !i\ D I E0_ID OWN CO NJ-1 SCALE: 3/4" = 1'-m" NE-HD DfRAUUFNG NOT TO SCALE —A-m---- EINIIRBEIRE2LIM DIRAWN is'r- JX. CIVIL- STRUCTURAL ENGINEERS DATE- 02-23- H 10570 SE WASHINGTON ST. STE 212 PHS (5031 254-6292 PORTLAND, OR. 97216 FAX: (5031 254-6761 ' Page 12 DATE: 05/31/17 PROJECT: 22166 - JT ROTH CONSTRUCTION . vom0161111 DESCRIPTION: 2015 IBC, Binder-Stock SIMPLIFIED STATIC PROCEDURE '2015IBC BY: S.A. ` 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 (8ma=2/3Swo) 0.850 1.2SD8K 1.02 U R: 6.5 snow load = 30 A upper: 1535 mean roof height, h = 19 ft A main: 2547 A lower: 0 V=1.2S""VVoL/R ASD Load Combination = V/I.4 vv, ASU DEAD V LOAD WALL HT. LINEAL SQUARE LOAD SEISMIC COMB. UPPER FLOOR PSF HEIGHT FEET FEET POUNDS POUNDS Eq. 16-18 ROOF/CEILING 15 1535 23025 3613 2581 EXT. WALLS 12 8 170 8160 1280 915 INT. WALLS 8 8 0 0 0 BRICK 40 0 0 0 0 TOTAL 31185 4894 3495 MAIN FLOOR ROOF/CEILING 15 1919 28785 4517 3226 FLOOR 10 628 6280 985 704 EXT. WALLS 12' 10 240 14040 2203 1574 INT. WALLS 8 10 145 5655 887 634 WALLS ABOVE 8160 1280 915 DECK 10 0 0 0 BRICK 40 0 O 0 0 TOTAL U� 62920 9874 7053 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 O WALLS ABOVE ' ises5 3091 z2Or ] DECK 10 0 0 0 BRICK 40 0 0 0 0 TOTAL 19695 3091 2208 ' REDUNDANCY FACTOR = 1.0 or 1.3 per ASCE 7-10 12.3.4.1 and 12.3.4.2 Allowable Load (plf)l Floor to Floor Holdown Floor to Foundation Holdown 8hmmrwaU wind/seis Tag Load Type Tag Load Type S 260/280 1 1500 cmnT12x36'' 6 2684 8THD14RU A 350/350 2 3430 omar12x*8^ 7 5090 HTT5 B 600/000 3 4700 owsT12x6o^ 8 7855 HDU8 C 896/640 4 6210 cmST12x72^ 9 9535 HOU11 D 980/980 5 9215 omar12x90^ 10 14445 HDU-14 E 1380/1280 ? 14446 to high ^ F 1540/1540 Page 13 DATE: 05/31/17 PROJECT: 22166 - JT ROTH CONSTRUCTION WALLS LOAD WALL SQ, FT. LINE LENGTH OF SHEAR WALLS (FEET) TOTAL HGHT. BRICK NOTES 0.0 0.0 0.0 0.0 V5 14.8 4.8 19.6 8.0 V6 11.8 9.4 21.2 8.0 0.0 V8 9.5 9.5 8.0 0,0 0.0 V11 4.0 4.0 8.0 8.0 0.0 0.0 0.0 0.0 0.0 58.3 M1 3.6 3.6 9.0 M2 16.0 20.6 36.6 12.0 M3 6.4 6.4 12.8 9,0 M4 11.6 11.6 9.0 M5 6.0 6.0 9.0 M6 4.6 4.6 9.0 M7 3.4 3.4 6.8 12.0 0.0 M9 6.0 6.0 12.0 M10 5.2 5.2 9.0 M11 18.6 18.6 9.0 M12 3.0 5.4 8.4 9.0 0.0 M14 3.5 2.9 6.4 9.0 0.0 0.0 126.6 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 14 , DATE: 5/31/17 PROJECT: 22166 - JT ROTH CONSTRUCTION ' ������ mmvo��� 110B 120/B SHEAR ADJ. X= LOAD FROM TOTAL TOTAL WALL 110/B 120/B FRAME NOTES ABOVE LOAD LOAD LENGTH PLF PLF Y=CANT. + 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 O V5 2070 2070 1539 19.6 106 79 V6 2130 2130 1584 21.2 100 75 0 0 0 0 0.0 0 0 V8 4235 4235 3150 9.5 446 332 0 O' 0 0 0.0 0 0 0 0 0' 0 0.0 0 0 V11 3734 3734 2778 8.0 467 347 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 0 OO- 0 0.0 O' 0 0 0 0 0 0.0 U 0 0 0 0 0 0.0 0' U 0 12168 K31 2336 2336 1737 3.6 649 483 M2 2336 4235 6570 4887 36.6 180 134 M3 2642 2642 1965 12.9 206 154 M4 2338 2338 1739 11.6 202150 M5 2316 2070 4385 0282 6.0 731 544 M6 2993 2130 5122 3810 4.6 1114 828 M7 2428 2428 1806 6.8 357 266 0 0 0 0 0.0 0 0 M9 2374 2374 1765 6.0 396 294 M10 2563 2563 1806 5.2 493 367 K411 1238 3734 4973 3699 18.6 267 199 M12 4176 ' 4176 3106 8.4 497 370 0 0 0 0 0.0 0 0 M14 4134 4134 3075 6.4 646 480 0 0 0 0 0.0 0 0 0 0 0 0 0.0 0 0 r������ ������� ��� ����� ���� �� �~4=48 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 - 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 0 0 0 0 0.0 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 0 ' Page 15 . ' DATE: 05/31/17 PROJECT: 22166 - JT ROTH CONSTRUCTION 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 0 3495 0%' 0 0 0 0 1.00 0 0 3495 0% 0 0 0 0 1.00 0 0 3495 0% 0 0 0 0 1.00 0 0 3495 0% 0 0 0 0 1.00 0 V5 X 3495 587 38% 1337 0 1337 68 1.00 1.00 68 V6 X 3495 948 62% 2159 0 2159 102 1.00- 1.00 102 0 3495 0% 0 0 0 0 1.00 0 V8 X 3495 766 50% 1744' 0 1744 184 1.00 1.00 184 0 3495 0% 0 0 0 0 1.00 0 0 3495 0% 0 0 0 0 1.00 0 V11 X 3495 769 50% 1751 0' 1751 219 1.00 1.00 219 0 3495 0% 0 0 0 0 1.00 0 0 3495 0% 0 0 0 0 1.00 0 0 3495 0% 0 0 0 0 1.00 0 0 3495 0% 0 0 0 0 1.00 0 0 3495 0% 0 0 0 0 1.00 0 200% 0 6991 M1 X 7053 429 17% 1188 0 1188 330 1.00 1.00 330 M2 X 7053 732 29% 2027 0 1744 3771 103 1.00 1.00 103 M3 X 7053 296 12% 820 0 820 64 1.00 1.00 64 M4 X 7053 393 15% 1088 0 1088 94 1.00 1.00 94 M5 X 7053 340 13% 941 0 1337 2278 380 1.00 1.00 380 M6 X 7053 359 14% 994 0 2159 3153 685 1.00 1.00 685 M7 X 7053 222 9% 615 0 615 90 1.00 1.00 90 0 7053 0%' 0 0 0 0 1.00 0 M9 X 7053 482 19% 1335 0 1335 222 1.00 1.00 222 M10 X 7053 516 20% 1429 0 1429 275 1.00 1.00 275 M11 X 7053 387 15% 1072 0 1751 2823 152 1.00 1.00 152 M12 X 7053 520 20% 1440 0 1440 171 1.00 1.00 171 0 7053 0% 0 0 0 0 1.00 0 M14 X 7053 416 16% 1152 0 1152 180 1.00 1.00 180 0 7053 0% 0' 0 0 0 1.00 0 0 7053 0% 0_ 0 0 0 1.00 0 200% 21091 0 2208 0% 0 0 0 0 1.00 0 0 2208 0% 0 0 0 0 1.00 0 0 2208 0% 0 0 0 0 1.00 0 0 2208 0% 0 0 0 0 1.00 0 0 2208 0% 0 0 0 0 1.00 0 0 2208 0% 0 0 0 0 1.00 0 0 2208 0% 0 0 0 0 1.00 0 0 2208 0% 0' 0 0 0 1.00 0 0 2208 0% 0- 0 0 0 1.00 0 0 2208 0% 0 0 0 0 1.00 0 0 2208 0% 0 0 0 0 1.00 0 0 2208 0% 0 0 0' 0 1.00 0 0 2208 0% 0 0 0 0 1.00 0 0 2208 0% 0 0 0 0 1.00 0 0 2208 0% 0 0 0 0 1.00 0 0 2208 0% 0' 0 0 0 1.00 0 0% 0 Page 16 DATE: 05/31/17 PROJECT: 22166 - JT ROTH CONSTRI WALL SUMMARY WIND Narrow NCR CONTR. MAX. -SHEAR WALL min UNIT Panel SETS DESGN UNIT UPLIFT w/nares w/o HOLDOWN sill NOTES SHR Increase SHR W S SHEAR incr incr plt. 0 0 1.00 0 0 0 0OR0 0 0' 1.00 0 0 0 0 OR 0 O 0 1.00 0 0 0 O OR O 0 0 1.00 0 0 0 OORO V5 79 1.00 68 X 79 628 S S 0 OR 0 2x V6 75 1.00 102 X 102 815 S S 0 OR 0 2x 0 0 1.00 0 0 0 OORO V8 332 1.00 184 X 332 2652 A A 2 OR 6 2x 0 0 1.00 0 0 0 O OR 0 0 0 1.00 0 0' 0 0OR0 V11 347 1.00 219 X 347 2778 A A 2 OR 7 2x O 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 O 0 1.00 0 0 0 0 OR 0 0 0 1.00 0 0 0 0 OR 0 M1 483 1.25 412 X 483 4343 B B 3 OR 7 2x M2 134 1.00 103 X 134 1602 S S 2 OR 6 2x M3 154 1.00 64 X 154 1382 S S 1 OR 6 2x M4 150 1.00 94 X 150 1349 S S 1 OR 6 2x M5 544 1.00 380 X 544 4893 B B 4 OR 7 2x M6 828 1.00 685 X 828 7454 D D 5 OR 8 3x M7 266 1.75 158 X 266 3186 A A 2 OR 7 2x 0 0 1.00 0 0 0 0 OR 0 M9 294 1.00 222 X 294 3531 A A 3 OR 7 2x M10 367 1.00 275 X 367 3299 B B 2 OR 7 2x M11 199 1.00 152 X 199 1790 S S 2 OR 6 2x M12 370 1.50 257 X 370 3328 B B ' 2 OR 7 2x 0 0 1.00 0 0 0 ' OORO M14 480 1.55 279 X 480 4324 8 B 3 OR 7 2x 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 ' 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 0 OR 0 0 0 1.00 0' 0 0 0 OR 0 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 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 O OR O 0 0 1.00 0 0 0 0OR0