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DESION PARAMETERS <br /> BY � Sheet A- � <br /> Date �/,�,/ ¢ Cutt @Q�]�� Job N � <br /> STRUCTURE DE!`�$IPTION <br /> Bulidinq Width :span) t 24 ft. <br /> E�ve Hel9�t � 9 ft. <br /> Bay space (trib) t 30 ft. <br /> Roo4 S1oD�► 1 in/ft. <br /> BAS1C LQ4DS <br /> Raof Live Loadt 25 psf <br /> Frame Live Load (UBC) : 23 psf <br /> Wind Load (1982 UBC) t Speed 100 mph <br /> Exposure B <br /> Bu � lding Dead Load: 3 psf <br /> \g�,VANDFH <br /> Q�F�pESIGN,� Fti <br /> U� ,� L�,�w+:�.,y��C/yJ�]�tn <br /> •� qy Y• <br /> (�� qFC�51CP�� a�`V <br /> `csS/�IJAL ENG� <br /> •�� Th� i� ttructure is deeiqned in rccordance with the provicion[ of the <br /> American Institute of Steel Censtruction (A15L) � the Uniform Buildinp <br /> Code (UBC) and the 11eta1 Buildino Manui�cturerf A4tociation (MBMA) codet <br /> �nd speciiic�tions for the load conditions speciiied above , <br />