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Specifications 'o. ZFJt1J`� • U / `-�0 L c):. LEWIS & G- 6 .,„,._,,,__. 91/4c,..., ., , 1-0 VAN VLEET 0" - i\ tR/�p�\ S \\ In r ❑rpoi n t P�, - ' .� y} principals � � - \�� C ` ; 1 chns c. van vleet. 0.12. mgt 0) garg j. lev;is. 0.e. CASCADE VETERINARY REFERRAL 4 4 CENTER TREANSFORMER SUPPORT ` O SYSTEM Structural Calculations For Lewis and Van V1eet Job # 4163.1 � a Location: Tigard, Oregon \ June S, 2006 • 2 Z 46 f � „' D PR s . * C 6 1 ‘) Z 1 �_ ill 7 it X �CO O C OV 1 €tiO 1 A) j- - y. "1704LLIs'O‘'' \ \ - EXPIRES: t2t —et — • Table of Contents Calculations---------------- ---- -- - - -C -1 — C -4 Details D -1 — D-4 consulting engineers 18650 s.w. boones ferry road tualatln. oregon 97062 (503) 885.8605 phone 1503) 6E35.1206 fax • LEWIS & Job Ve;. consulting engineers \ C 00 6 !— er1"ier _ Client 18E60 s. vv. famines ferry roar] J v rualatin. Oregon 97062 .1. i 0 fig' Job No. B RAO (503) 885.8605 phone (503( 885.1206 fax T AO; � Y - VAN VLEET c Date tlr/g16fo Sheol No.e' l me urpor nteu 741\ f VA\ Var4 • , (-kY3Zi (Act • ALL. kte r,J )1 e 41 2-41t1 z& -\ E VKr Sian= t 4t - A I l�A fl ..,..,...- st,, ..,, _ .• L E W 15 ,,c..-- . \\,-,' Job cosulting engine 1 c 6 10 n en IZ —Ar t t °4 Cli '...,:,.. \\\ •• ka) • ru6a6iaLltillwo.mpo.9:795701-o6r2ry roarl 0 1■0' Job No. BY 66.1206 14411—_ 15031 OF.15.13605 phone 15031 5 f7:0?; ky: ,r1-‘91 VAN VLEET :! :■-__.-..Z---/.__. e Shet No. C...___ InCOtpOr ti % t C Ir. LI i 4 2. _ 64,0 cs0 • rss • ii> 12S4 Itt5t -., ZR-ritt A' ‘- • . ! i vk k, i.,11.. , 3 I Lc-(- 4-- iA , • UN \ : . "4 6 ( ...--_..... 0,t P'?-43ti ).-\4114 T , . = (1 siL •..... • LEWIS consulting engineers Job Tigard Veterinary Center . 18660 S.W. Boones Ferry Road Client Tualatin, Oregon 97062 Job No. BY RMN )GUS (503) 885 -8605 phone (503) 885 -1206 fax Data 06 /08106 Sheet No. C — VAN VLEET , , y j it :'"vv"-' SEISMIC MECHANICAL LOADING Code: 2003 IBC INPUT VARIABLES Fp (x) = .4 x a SE* x Ip 1+ 2 x z x Wp OTAL GENERATOR WEIGHT --(Wp) = 0.6 KIP Rp h Avergage Roof Height- ---(h) = 17.0 FT. Generator Attachment height ---(Z) = 16.0 FT. ,TRUC. COMP. AMP. FACTOR —(ap) = 1 I Fp = 0.888 x Wp I IMPORTANCE FACTOR ---Op) = 1.5 COMP. RESP. MOD. FACTOR—(Rp) = 1.5 SPECTRAL ACCELERATION - --(S = 0.77 Fp(min.) = .3 x S x Ip x Wp MECHANICAL EQUIPMENT LOADING Fp(min.) 0.347 x Wp I Fp = 0.888 Wp = 516 LBS. Fp(max.) = 1.6 x Sin x Ip x Wp I Fp(max.) 1.848 x Wp I w t s Job: Tigard Veterinary Referral Center consulting engineers Client: Cascade Acoustics Inc. 9 9 Job No 04163 By RMN ,I 18680 S.W. Boones Ferry Road Date: 06 /08-06 Sheet No. Tualatin. Oregon 97082 VAN VLEET (503) 885.8605 phone (503) 885.1208 fax C 9 VAS \ r wire j o k 1� 4 45 deg. CHECK DIAG. WIRE SPLAY$: 12 GA. F Y := 55000-psi A := 0.0085 •in CAPACITY OF WIRE WIRE capacity 0.6•F y 0.6 = 386.2 Ib 2589b TENSION IN WIRE a := 45•deg = 3650Ib < 386 Ib O.K. cos(a) CHECK 1/4" X 3" LAG SCREW W/ EYE TO WOOD FRAMING ATTACHMENT: 258.1b TENSION ON CONNECTION: = 365•Ib cos( a ) FASTENER THREADED PORTION: 1.75 IN. ALLOWABLE WITHDRAWL LOAD: 225 LB. /IN. Ib CAPACITY OF LAG SCREW 225•- 1.51n 1.33 = 44- 8.9•Ib in 3651b = 0.813 USE 1/4 "X3" LAG SCREW MIN. TO CHORD OF ENGINEERED WOOD I- JOIST. 4491b .. ..,.. Dow/0 V. TRfmsfoRMEP- 13-1 (4) 15 U Pow o- srR. r 'N P• WS X 3 3 /e NUr,ts WA +EIS k v .�e . Woo O U r7P, v e ours.? ,� g o r 5 6, ...!-)Cm 1,.- �\ ! rubs ` Roo 7tp. cP te„ zx, sr fr . - _ -- — f p. S � `. -- r i , _. - y � . � n r, r_11,..._..,._... ti 7,. O`A &S'` I .U ',). , 31/ oouBu %vi tt... % s z' VF: (L.--- - „_3„,.,2. TO 5"vi " - `_ '1b.. ^ ,, - ire.aAs si(VA g P`o a4 f tool, g 1 • . 5 $y W =tZo!;ff; 7 lq , A4)6 f oc1.4 "R ' -:.: - ' '-' 4 . • . N . 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