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<br /> NQTES:
<br /> � 5-OESIGN OF S-EEL STORAGE RFCKS AS SHOWN BY TqES[ ORAYv:NCrS �
<br /> nND CALCULATIONS ARE IN COMP�IANCE YlITh TrIE REOUIREMc�TS
<br /> OF THE IBC 2015, ASCE/SEI 7-10, ACI 319-10., RMI/ANSI MH 16.12012
<br /> 2-S1EEL FOR ALL SHAPES FY=42 KSL ASTId A1011 GR.42 (EXCEPT AS VOTED)
<br /> 3-NO FlEL� WIDING IN THIS °ROJECT ALL 'NELDED CONSTRUUTION II� T4E SHOP '
<br /> OF THE APPROVED FABRIGTCR �00777 (E70XX ELECTRODES)
<br /> 4-ALL PNCHORS SIMPSON STRONG BOLT 2 ESR-3C3]
<br /> SPECIAL WSPECiION IS REQUIRED
<br /> 96 —+' 4¢,/ 5-CONCRETE SLAB 6" THICK 2500 PSI. SOIL BEARIIVG CAPACItt 1000 PSF
<br /> � I 6-STORAGE RACI! GPACITY; 2500 �,/ LEVEL AT ttPE "A"
<br /> � � 3 1500 �f� AftM AT iYPE "B"
<br /> � � 7-RAGR INSTA�LATIONS SNALL �iSPLAY IN ONE OR MORE CONSPICUOUS LOCAilONS
<br /> � — �� A PERMANENT SIGN OF 50 SpUNRE INCHES IN AREA, SHOYANG THE CAPACIiY .
<br /> OF THE RACK (SEE NOT[ N0. 6J
<br /> < I, 60" 4B'" 10" 48" � 8-SiORAGE RACKS SHALI 'dE INSTNLLED WITH A MAXIMUM TOLERANCE FROM THE
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<br /> RD-19422
<br /> EXPIREB 12-28-19 I .
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