Plans (16) BU P2018 - 00125
ELECTRONIC FILE NAME: 4WP-252-11745-PRD01 .DWG FOR QUOTE
FOR APPROVAL
3., 3„ E OFFICE COPY FOR INSTALL
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co APR 25 2018
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. I CITY OF"TIGARD
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o N `� SPECIAL 1='i : t=C�ION REQUIRED
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° �� 9/16" DIA.
State of Oregon Structural Specialty Code
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o ° 3" 0 Concrete and Reinforcing Steel
° ° / 8" 5° \ ' Bolts Installed in Concrete
O ° TOP
❑ Special Moment-Resisting Concrete Frame
o ° FRONT SIDE FOOTPLATE UPRIGHT COLUMN ❑ Reinforcing Steel&Prestressing Steel Tendons
° 1/2" x 5" x 8" 3" x 3" x 15 GAGE C Structural Welding
° COLUMN / FOOTPLATE COLUMN / FOOTPLATE ROLL-FORM TEARDROP ❑ High-Strenght Bolting
cf' o \ ASSEMBLY ASSEMBLY BEAM ADJUSTMENT 0 Structural Masonry
d' ° 0
ON 2" CENTERS ❑ Reinforced Gypsum Concrete
O ° ❑ Insulating Concrete Fill
3/8" FILLET WELD ❑ Spray AppliedFie-Resistive Materials
O coPilings,Drilled Piers and Caissons
o O O TYR @ 3 SIDES OF Shotcrete
o ° — COLUMN CONNECTION ❑ Special Grading, Excavation and Filling
0 Smoke-Control Systems
o 'Clr I ❑ Other Inspections
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O 0 O O CO
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1 -5/8" --1 .k r
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COLUMN / FOOTPLATE
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BASE PLATE DETAILS 1 -1 /2" % 1 r d'
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° DIAG. & HORIZ. BRACING
o 1 " x 1 -1 /2" x .059" BEAMS
° ♦ FORMED "CEE" CHANNEL
TOP OF 96" x 4" x 1 -5/8" (15 GAGE) ROLL-FORM TEARDROP STEP
•T I BASE PLATE OFFICE COPY
IL CITY OF TIGARD
REVIEWE,p FOR CODE COMPLIANCE
Approved: 1N ]
Design Requirements (All Bay Types) :
OTC:
I ] �' od ait#: at _
/ 24" or 42" / Address: 117 4S s par ; 4-1 c 14t,,, •)
Floor Anchors: Allowable Tensile Load = 1 ,300 pounds, allowable Shear Strength suite#: 100
= 1 ,900 pounds, Hilti Kwik Bolt II (or equal) , 1 /2-inch diameter, 2-1 /4" minimum embedment By: , If ' Date: y _ a6.1c(
SIDE VIEW
PREPARED FOR: DRAWN BY: SCALE: SALES CODE:
MH 1/2"=1 ' 2722
REV. DATE BY DESCRIPTION 4 WHEEL PARTS DATE : PRODUCT:
THIS DRAWING IS THE PROPERTY OF INDOFF, INC. A - MH - 11745 SW PACIFIC HWY SUITE B 04-25-18 PALLET RACK
AND CANNOT BE COPIED OR DISTRIBUTED WITHOUT THE TIGARD, OR 97223 DWG. NO. REV.
EXPRESS WRITTEN CONSENT OF INDOFF, INC. 252-11745-PRD01 - SHEET 1 OF 1