Plans 48'-0" Sign Face
` EL NOTES
Equal 12'-6" 12'-6" 12-6" Equal C 1) Contractor is res onsible to verif all field conditions a m (upright s acin �, P Y and existing
E E spacing) member sizes as detailed on this drawing. Upon completion, the sign
N J V 1 G 2014 structure shall be in compliance with all aspects of this drawing.
Contractor is also responsible to notify Engineer of any discrepancies
CITY 01-116411) found.
III Rear Catwalk (exist.) 9iJr l tki niiimor
2) Existing knee braces are to be removed.
I
§ .§ - 3) Add new 400 watt metal halide lights (4 req'd/face)
�
I g Stringers
Existing ^ Lv (4 exist./face) CITY Op TIGARD
14' x 48' Centermount x
3 I REVIEWED FOR CODE COMPLIANCE GENERAL NOTES
Back to Back Sign Structure I *
i��Rear Catwalk (exist) Approved: f`4 • ALL NUTS AND BOLTS ARE TO BE ZINC PLATED. (except A-490 bolts, which are
QTC:. — �t— ll— not to be plated, but primed and painted after installation)
I J _ • THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN FEU) BEFORE
Permit#: (� 2 I✓� � FABRICATION OR CONSTRUCTION, AND NOTIFY ENGINEER OF ANY DISCREPANCIES
_ i • ANY DEVIATIONS FROM THIS PRINT MUST BE APPROVED BY ENGINEER.
'III Address: �d( J D C. `- • STRUCTURAL STEEL SHAPES d: PLATES SHALL CONFORM TO THE REQUIREMENTS OF
/ C12 x 30 Reinf. 20'd x .250" A.S.T.M. A-36 and WIDE FLANGES TO A.S.T.M. A992.
Apron \\\ I / / Channels (2 exist.) 1 Torsion Pipe Suite#: (except shucturol tubing, which shall conform to A-500, grade B)
N / / I (exist.) Front Catwalk (exist) By: -, ) (r3ftd,_I ( ) y �' DatNcS ALL STEEL PIPE SHALL CONFORM TO THE REQUIREMENTS OF A.S.T.M. A-53, GRADE B
a OR A-252, GRADE 2; UNLESS OTHERWISE NOTED.
1 )= \.\ //I/� ,� I • ALL STRUCTURAL STEEL SHALL BE PRODUCED, FABRICATED, AN ERECTED IN
ACCORDANCE TO THE LATEST A.I.S.C. SPECIFICATIONS AND STANDARD PRACTICES.
/ / —jam- ALL WELDING SHALL BE IN ACCORDANCE WITH A.W.S. STANDARDS. WELDING TO BE
Add new 400 \\ I /i/ Remow existing
P_— OFF CE COPY PEORMED BY CERTIFIED WELDERS U�NG E-70 ELECTRODES.
metal halide hb • CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH aF Fe = 3000 p s 1.
(4 req d/face) as — — / ! IN 28 DAYS, UNLESS OTHERWISE NOTED.
I • CONTRACTOR TO ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH
I — —
FEDERAL, STATE, d LOCAL CODES I ORDINANCES; AND O.S.H.A. SAFETY REGULATIONS.
• VERIFY WITH OWNER AU.SIGN HEAD ACCESS REQUIREMENTS. (i.e. COLUMN &ACCESS
I I LADDER(S), CROSSOVER/WALK—AROUND CATWALKS, ect..)
• VERIFY CORRECT STRINGER SPACING WITH OWNER PRIOR TO FABRICATION.
iL— -- —it I I • H A GA = Height Above Ground Level
F 1: APPLICABLE BUILDING CODE AND WIND SPEED:
36'0 x .600"
2009 I.B.C. (90 mph — Exp. C)
Column Pipe
(exist.) o
1 Effective Engineering Solutions, LTD.
61 White Water Court
I I I I New Lenox, IL 60451
-4 (815) 485-1470
PROJECT:
Knee Brace Removal/Light Addition on a 14' x 48'
N Centermount Structure 0 60'-0" Overall Height
42"I x .500" 11 x L J
Column Pipe CLIENT:
exact I I I I LAMAR — Eugene #407
c
'� •s,
THIS PRINT CONTAINS PROPRIETARY INFORMATION AND SHALL NOT BE
< C `9� USED, REPRODUCED, OR ITS CONTENTS DISCLOSED, IN WHOLE OR IN
I It PART, WITHOUT WRITTEN CONSENT FROM THE ABOVE CLIENT.
CL. —
THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION
AND ERECTION OF ae E.
a iN
/ N I ( ) AFFIX SEAL ft..E P�� LOCATION:j 1 ,d� TION.
V 0 �; N w`Q �r‘ 138 ele it"-:- Panel Panel #3006
CL [ ) T Tigard, OR
Q ±�
Front Elevation ,c, Catwalk 1 N Catwalk CANON ENGINEERED BY:wai W6 x 9 !edger II r W6 "9 Ledger t j� `'4at 16� '�y CWL
,:'h,, T7, DRAWN BY: