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) ‘(/%;?as-- Oa 2/ ), 1 5c 54> sGtUdls 0P/. RECEIVED • JUN 17 2015 CITY OF TIGARD GREENWAY TOWNCENTER BUILDING DIVISION MOD PIZZA FACADE 12180 SW Schalk Ferry Road Tigard, Oregon 97223 STRUCTURAL CALCULATIONS VLMK Project Number:20140386.2 Western Construction Services,Inc 2300 East Third Loop,Suite 110 Vancouver, Washington 98661 PROFFS c; GINe ski 656 -E • t. •- 0 h 4}- 12, oq. • - D. RUS ' 05.18.15 Calculation Sheets:S-I Hwy S-18 EXPIRES: 12/31/2016 Prepared By: Ken Rust,PI May 2015 ENGINEERING + DESIGN 1 VLMKProject: MOD Pizza Job#: 20140738.2 By: KDR vote: 05/15 Sheet#: S-i ENGINEERING♦DESIGN v3.00-Software Copyright 2015 VLMK Consulting Engineers. All Rights Reserved. Wind Loads - Components and Cladding Based on the 2012 International Building Code and ASCE 7-10, 30.5(Part 2: Low-Rise Buildings - Simplified) V„it = Ultimate Wind Speed 3-Second Gust [Figure 26.5-1A, B, &C] Exposure Category [Section 26.7.3] Risk Category (II), (I), or (III and IV) [IBC Table 1604.5] Kn = Topographic Factor [Figure 26.8-1] Roof Slope = ', �� Degrees Effective Area = Span Length x Eff. Width (not less than Span Length/3) Load Factor = Ultimate = 1.0W, ASD = 0.6W Design Wind Pressure: Pnet = AKnPnem [Equation 30.5-1] Wall Loads: (0.6 W ASD LEVEL) Height Adjustment Wall - Interior Zone 4 Wall - End Zone 5 (ft) A (psf) (psf) 15 1.00 13.2 -14.5 13.2 -16.1 20 1.00 13.2 -14.5 13.2 -16.1 25 1.00 13.2 -14.5 13.2 -16.1 30 1.00 13.2 -14.5 13.2 -16.1 ....,m._: 35 1.05 13.9 -15.2 13.9 16.9 40 1.09 14.4 -15.8 14.4 -17.6 .. 45 1.12 �. - 14.8 -16.3 , 14.8 -18.1 50 1.16 15.3 -16.8 15.3 -18.7 55 1.19 15.7 -17.3 15.7 -19.2 60 1.22 16.1 -17.7 16.1 -19.7 Roof Loads: (0.6W ASD LEVEL) Height Adjustment Roof- Interior Zone 1 Roof- End Zone 2 Roof- Corner Zone 3 (ft) A (psf) (psf) (psf) 15 1.00 9.6 -14.2 9.6 -16.9 9.6 -16.9 - 20 - m 1.00 9.6 -14.2 9.6 -16.9 9.6 -16.9 25 1.00 9.6 -14.2 9.6 -16.9 9.6 -16.9 30 _.___1.00 M- 9.6 -14.2 9.6 -16.9 9.6 -16.9 35 1.05 9.6 -14.9 9.6 -17.7 9.6 -17.7 ____..__ 40 1.09 _. __ _ _._ 9.6 -15.5 9.6 -18.4 9.6 -18.4 45 ,. 1.12 9.6 -15.9 9.6 -18.9 9.6 -18.9 50 _,,, 1.16 1.16 9.6 -16.5 9.6 -19.6 9.6 -19.6 55 YW 1.19 9.6 -16.9 9.6 -20.1 9.6 -20.1 60 1.22 9.6 -17.3 9.6 -20.6 9.6 -20.6 Notes: 1.) Loads shown may be governed by Minimum Wind Design Loads per Section 30.2.2. 2.) Presures shown are applied normal to their respective surfaces. ;t;;71-rNQ's 3.) Plus and minus signs signify pressures acting toward (+) and away (-) from the surfaces. :� ...Vs l f 3933 SW Kelly Avenue Portland,OR 97239 tel:503.222A453 fox:503.248.9263 www.vlmk.com 1 VLMKV Project: Mgit ptrE,T,A Job#: Øj%4 4-ys6.1 By: 1074_ Date: OS/(5 Sheet#: S ENGINEERING 4 DESIGN . . . • • : : : : . . ; : : : : i : • ,, ,, • . " : • I •.._ . : • . • i . , . ! 1 1 . 1 I.: :,- : 4. •-5:- rzi 0 4 A 4 v i 0. ,:, , • . . . T : : „ • , : . . • : : • ' i . : . -7 ; • 1 • ' .. ; . . •ti :.."'AP ill " " • • . . , i ' ! 1 . ! -. ; : • ::- ' 7 kAr, ! ) . t -:- '7 Ylre ••• , kiL t.0,5 '. Vtiti i 4 1131 II' Le3, A4c.I '10 e4./ ' I r •:- I .: i . . : : ! ! i ; : ;sl. ! : .! :' !•; . , .k4k441t. .4.....i (t!..1!t.i/$1* (fi /;51 3-V5F , (Ed Ike I 7 ' 7 . . - : 1 : L : : ; F ; :- ; -7 • ' • 77 , ! : 1 . 7 . 1 : ' . . ! : ; , . ! . , . . . .., . . - :----------------------------- - ---------------- --------1 -7 IF ' . 7• .:. . .. I t ' f .1 I- 7 : , ,,,., i , --••-• •..• • I • : : . 1 ,. ..4......:...____ f I 4 I . . , 7 . • -7,- : . . i . . . , 1 i • • ; t , , ....'7........ . '.:...4.... 1 . : - 7 • . 1 . . • .. . . . .. . .. _ : . . . t 1 ! , ... .... ,. .......... . . . . .. . . , . ... . . i• 7...7. • . , I : 7 i 7 ' ' • f , .;. • • • . . i -, , - -H----... • -•-• . . .. , . i i . . . . . , • I ! . . ........: .4._ ... . ... . : .... . . . ...... . ..... I ,, ....... .. , 1 . : 1 . , v ! i . ...- .. r . ..... . '. .. : .... .._.. ...... ... ' . . ............. .... i ' ... r , • . . 1 • : , 7 : , , !• i : : , •••: •.. 1 ' . •,. : ..: , , : r ! !! !! ! !• . --;--; ' •—..........:—. ! , : I ; . '., r . . i . ......... • . I . . , . . , • . . . '. F.: - „ _ ' . . ; .4. 7 ; , :. ...... .. .....i... . . . 7 -... . . . • ' 7..- .. 7...7-- . ,7-.% • -- 1 7 •., • 7 •:.... - :- : I ! . 3933 SW Kelly Avenue Portland,OR 91239 tel:503.222.4453 fax:503.248.9263 www.vImk.com WYNf 5w tiwvi LL f/N 041P-%1%E 11_ LW f = C 1nr 11 \# A w Ar AUF WAY YAW in -a 161\ • 217 1 Iff7 = _ WNOB 4•0 M4"01 LPM +Ve1 • .1114 111111 4,, Wvoo VMS • • S = A c{- 1) \L 1 Illib& Ar • AlltrAPSV \\„\\\\\\\\\V.\\A\ l& %\\s% Ar1 •\\\\\\G\\\\r\\\\\\„.\\\\\„. 1 \li. 4IIII.W VMP' „,,A,,.....,,,.,,....„,,,,s,„,.,„„,,s,, ,.., ., . I . ii ..