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BASE PLATE DETAIL 6 ROW SPACER - 7 GENERAL CONFIGURATION
NOTES:
1 -DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
AND CALCULATIONS ARE IN COMPLIANCE WITH THE REQUIREMENTS
OF THE UBC 1997 EDITION
2-STEEL FOR ALL SHAPES FY=50 KSI. ASTM A570-85 GR.50 (EXCEPT AS NOTED)
3-WELDED CONSTRUCTION IN THE SHOP CF "INTERLAKE" (F..PPROVED FABRICATOR #777)
(E70XX ELECTRODES)
4-ANCHORS WEDGE TYPE, HILTI KWIK-II ICBO #4627, RAMSET REDHEAD ICBO #1372
(NO SPECIAL INSPECTION REQUIRED)
5-CONCRETE SLAB 5" THICK 2000 PSI, SOIL BEARING CAPACITY 1000 PSF
6-STORAGE RACK CAPACITY 4000 # / LEVEL
4;" 42" 4200 7-ALL RACK INSTAII-HTIONS AND RACKS MANUFACTURED IN CONFORMITY
WITH THIS STANDARD SHALL DISPLAY IN ONE OR MORE CONSPICUOUS LOCATIONS
I i A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE INCHES IN AREA
SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD OF 4000 #/ LEVEL
8-STCRA.GE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THE
--- OPrVERTICAL. OF 1/2 IN 10'-0" OF HEIGHT
9-RACK COLUMNS DESIGNED SUCH THAT IF THE FRONT COLUMN IS DAMAGED
5) THE REAR COLUMN HAS EXTRA CAPACITY TO SUPPORT THE: LOAD, (SEC. 2222--5)
CITY OF TIGARD
Approved.. TQ/ ¢... // Gk, ..........�T�:
Condittona %,Approved.... ••
4 For only the . ric�a�described in:
0 0
i— 2ji \ PERMIT NO. yyr?Opp. D D�
See Letter to: Follow........................................(
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Jab Address:/ b........................................
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I3y- QG%- Date: 44-
Milton Ct. 14150
BUP2004-00070
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1 of 1
REV. DATE �REVISlor'l
1
-r 18445PE `i(:AL . ' , DRAWty dr: .K�i
DATE
OREGON4 14 PROJECT: ----_.N W M Ef D I A L
tk qMN\� 14150 SW MILTON Ct., TIGARD, OR. 97224
FRONT VIEW SIDE VIEW
t — SHEET N0.
__... ,_-........_,... EXP. 12-31 -04 STORAGE RACK DETAII..S JOB NO
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