Plans 1:12 PM
Structural Engineering Calculations for:
WALGREENS 5780
Tigard, Or.
2 -POLE PYLON SIGN
b
Index CITY OF TIGARD
Title Approved /,
Sketch 2
Specifications Conditionally Approved l
For only the wo a described in: �:
3 PE NO. d —
Wind Loads
4 . 3
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Steel Column +See Letter to: Follow
Footing ,E S ' G Attach 1:
Job Address: / ' c&.) ,
6 y : Date: is �U
Vin Kumar
. 6871 East Kentucky Ave
Anaheim, CA 92807
714- 281 -7286
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1:07 PM
SPECIFICATIONS
Project: WALGREENS 5487
Descript: 2 -POLE PYLON SIGN
Steel...
. Design and fabrication according to AISC -ASD, 9th edition.
Plate, angle, channel, tee and wide flange: ASTM A36.
Round pipe: ASTM A53 Grade B or equivalent.
Square and rectangular tube: ASTM A500 Grade B.
High strength bolts: ASTM A325, bearing type connections (snug tight).
Machine bolts: ASTM A307.
Anchor bolts or threaded rod: ASTM A36.
Steel for reinforced concrete: Grade 60.
Welding...
Design and fabrication according to AWS D1.1.
AWS certification required for all structural welders.
E70XX electrodes for SMAW processes.
F7X -EXXX electrodes for SAW processes.
•
Concrete...
Design and construction according to ACI 318 -89, revised 1992.
Compressive strength at 28 days, f 2,500 psi minimum.
Concrete poured into constrained earth excavations must cure under proper
conditions for 4 days prior to sign box installation. ( Exception: if the overall height
of the sign is less than 20 feet and the sign pole is adequately braced against wind
• loads for a minimum of 4 days, the box may be installed the same day as the
footing is poured. )
For pier and caisson footings, concrete must be poured against undisturbed earth.
• Maintain a minimum 3" concrete cover over all embeded steel.
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RAU:MOMS CONSLTAHT
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A FAVOR SECTION PER DETAIL 21A0S. AND SHALL PEET
TIE RESURIMENTS OP 099C SECTION 110525.2 TRASH . . .
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NW OF DE CON7RACTORS P15:250101E.., SLE-TIERED Exporo 0
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LAWBGAPS PLAN 50"-CP awns LANE NISI some ' T'' ... * *- 1...":; .. .: "i".. .• :. / CCNTRACTOR5 MATERIAL. SJPPLIERS OR EaSIPKYTT RELIXATCH- 0
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