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Specifications (22)
, ... /0 5 r)-oge, - oo, so OFFICE COPY '-E 9,5SA) tirt y>t 7e �� • HORN CONSULTING ENGINEERS LLC Digit ally sig ne, d by Dave Structural Calculations: RECEIVED Horn DN:cn=Dave Horn, p.V 161/1oEn=gHionrenerCsoosuulting Project: MZH-16-02 AUG 1 7 2016 email=dove@hornce.co m,c=US Date: 6/3/16 Date:2016.06.30 CITY OF TIGARD 11:03:24-0700' Project: Remodel: BUILDING DIVISION 9565 SW Ventura Court. Portland, OR Subject Sheet#'s Framing Fl 0 P•1 eFF 0 0 - GI (E: \sPy 513 'P �'' ©y t `El,IN O9 . 12, '\' '' 41/6T\071‘ Expires: 6-30-17 The following calculations are for gravity loading of the beams and columns. The design is based on information provided by the client who is solely responsible for its accuracy. The engineering represents the finished product. Discrepancies from information provided by the client invalidate this design. Horn Consulting Engineers shall have no liability(expressed,or implied),with respect to the means and methods of construction workmanship or the actual materials used in construction. Horn Consulting .Engineers shall have no obligation of liability,whether arising in contract(including warranty),'fort(including active,passive,or imputed negligence) or otherwise,for loss or use,revenue or profit,or for any other incidental or consequential damage. C.1rii.11. I'l..\v.A Si.itl: 135 9320 S\k" Ii1R8Cs lii VI, • 1,,,811 Ay1), i,a • 97219 1'0r:.Ni..: 5111,492,5782 • I vI y11.: I) 1v`li6111 ili,4:I .n0.11 `w C H OR N PROJECT l 'Z Pt"' /�1^ :"� SHEET 1 ECONSULTING DATE 6rfl-L1. ENGINEERS LLC SUBJECT T°p /Vr BY Nevi VAvL, , GL- t. W= .a4Oa'In)= . oS3 /1 1Z.::: 36) � % k oc3(Te = 3.Z •0C3 ! 4 L- .1. le t • 4.4 T 1 „` ,,, \_____________\_________A T, s , 3,-61' TP0P 2'p6E ! 2 k Tcfs e ,b"a- ''i ll 3 0./2.g-11"--b 3- s /q�os SerVs 3•S 1 0 f,413A,Z •(>> e g u.1iv� tt�1 L. " _7.ct-s 1 *. crest W 6 07- Com,= ° ilgw/I y,, dm. (c• 2- _ c'.45 � _ ,3 z 1 • G.S Ir• cid liN , d X14 kis : o•.Sb -L-A� kb Df07 •----- 1302 SW BERTHA BLVD. • PORTLAND, OR • 97219 PHONE[ 503 R97 57,27 • PRA ATT• TlevvrlNnn,,,nn ...,•.