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<br /> AS7M A576-90B �' —
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<br /> G1Q100 GRADE C-1010 G10100 GRADE C-1010
<br /> BASE PLATE DETAIL 1 BASE PLATE DETAIL 2 BRACING DETAIL 3 4 PIN CONNECTION 4 3 PIN C� NNECTION 5
<br /> 144" 44" 144"
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<br /> 100(J #/ LEVEL 2000 #/ LEVE� 3�C10 #/ I.EVEL 3000 #/ LEVEL -
<br /> TYPE " 1 " SIDE VIEW TYPE " 2 " SIDE VIEW TYPE "3" SIDE VIEW TYPE "4" TUNNEL BAY
<br /> NOTES:
<br /> 1—DESIGN OF STEEL STORAGE RACKS AS SHOWN BY THESE DRAWINGS
<br /> AND CALCULATIONS ARE IN COMPLIANCE WITH THE REC�UIREMENTS
<br /> OF THE IBC 2015, ASCE/SEI 7-10, ACI 318-14, RMI/ANSI MH 16.1 :2012
<br /> 2—STEEL FOR ALL SHAPES FY=55 KSI. ASTM A1011 GR.55 (EXCEf�T AS tJOT�D)
<br /> 3—NO FIELD WELDING IN THIS PROJECT ALL WELDED CONSTRUCTION IN THE SHOP
<br /> OF THE APPROVED FABRICATOR #01464 (E70XX ELEC7RODES)
<br /> 4—ALL ANCHORS HILTI KWIK BOLT—TZ ESR-1917
<br /> 5PECIAL INSPECTION IS REQUIRED
<br /> . 5—CONCRETE SLAB 6" THICK 2500 PSL SOIL BEARING CAPACITY 1000 PSF
<br /> 6—STORAGE RACK CAPACITY: AS SHOWN ON ELEVATIONS
<br /> 7—RACK INSTALLATIONS SHALL DISPLAY IN ONE OR MORE CONSPICUOU5 l_OCATIONS
<br /> A PERMANENT SIGN OF 50 SQUARE INCHES IN AREA, SHOWING THE CAPACITY
<br /> OF THE RACK (SHOWN ON ELEVATION)
<br /> 96" 36" 96'� 36° 96" 36" 8—STORAGE RACKS SHALL BE INSTALLED WITH A MAXIMUM TOLERANCE FROM THL
<br /> 5 5 VERTICAL OF 1/2" IN 10'-0" OF HEIGHT
<br /> 5 9—THE CLEAR SPACE BELOW SPRINKLEf�S SHAL.L BE A MINIMUM OF 18 INCHES
<br /> 4" BEAM 3 PIN CONN, . 3" BEAM 3 PIN CONN. � 3" BEAM 3 PIN CONN. = BETWEEN THE TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR.
<br /> �P' � �P� � �P� � 10—STORAGE RACK AREA NOT OPEN TO PUBL�C, EMPLOYEE ACCESS ONLY
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<br /> 2000 #/ LEVEL 1000 #/ LEVEL 10Q0 #/ LEVEI. DATE: 1-3-18
<br /> , PRo�E�T: NW AEROSPACE TEC/ZODIAC AEROSPACE
<br /> r � �Saa ���` 415 RIVER5IDE ROAD, EVEREI-f, WA 98201
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<br /> TYPE " 5" SIDE VIEW TYPE 6 SIDE VIEW TYPE 7 SIDE VIE1M " �- sTORACE RACK DETAILS ��B ��o. SHEET N0.
<br /> � RD-1927$ 1 OF i
<br /> EXPIAEB 12-26-19�
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