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� , � �;� <br /> . " ��;;?�. <br /> �r, � � <br /> i � <br /> � ,. ��< � : � � � <br /> . , , . _ <br /> � . . <br /> 1; � . � <br /> �. ' . � <br /> � . <br /> ,� 0095Q3 S . �rioN 3 <br /> :� � ' . . � <br /> �� • 7d S`P�;E BUILbING <br /> �� <br /> ;a . <br /> :,`3 <br /> �� 2 . DESIGN LOADING : Building to have a ?. 0 ,� liveload -and a 25 ;� <br /> � <br /> � windload . Building to have a U . L . Class 90 roof . <br /> ;y� , - <br /> � 3 . GENERl1L NOTES : Structural steel will conform to AST1✓ A- 36 steel . ` <br /> � � <br /> �+� Secondary framing will consist of purlins , girts , sag rods , and <br /> � sway bracing . All material furnished will be within the stan- <br /> ,'�,�� dard industry tolerance for that material specified for this � <br /> �� building and the stated design conditions . All structural <br /> � . . <br /> � <br /> steel comes with a red prime coat . <br /> � <br /> ':� <br /> -:� <br /> '� A . SI�EETING : Roof and sidewalls to be 26 gauge colored sheeting . <br /> � � <br /> � All roof joints , both horizontal and vertical , shall be sealed <br /> s{ <br /> � with mastic tape . Metal screws with neoprene washers to be <br /> �� used for panel to panel connection . <br /> .�� <br /> �� <br /> � , <br /> �� 5 . COLOR SHEETING : Colored sheeting available in Chief standard <br /> : .4°M1 y - . _ . ' . . <br /> "�,-`,'� COZOrS . � , � � � <br /> "ft: <br /> ';'{: . . . . � . <br /> -;�' � . - - . . � <br /> ...:� , ' . . . . . <br /> .'y <br /> I 'f: . <br /> "'�ii • <br /> ���.��.1� . . <br /> _, =i <br /> :-�1 <br /> � - f � <br /> f F. <br /> : .,t , <br /> . ..1'� <br /> { . <br /> �� i . �; : <br /> . . ' }i r"S ?�. �. <br /> � ti <br /> . <br /> : L:_„ J_ <br /> .:;. , . . �. <br /> � � J <br />