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0 <br />I <br />0 6 <br />i <br />00 <br />6 <br />1co <br />3'-4" <br />O <br />i <br />4 <br />10'_0' <br />z <br />0 <br />26'-0" <br />a <br />40'-0" <br />26'-D" <br />10'-0" <br />z <br />a <br />13'-4" <br />13'-4" 13 4" <br />H <br />w <br />w <br />a�LU <br />W1Ox22 <br />ZQ <br />z <br />U <br />W10x22 <br />OOZ <br />g <br />W10x22 <br />F <br />xy <br />E <br />T <br />E <br />LLIco0 <br />€ I <br />(TYP,) <br />ICN I <br />I I <br />LLJ <br />I 11 <br />Q <br />cr-o <br />W10x22 <br />x J <br />�CCLUMN <br />J <br />J <br />W1Ox22 �a <br />o <br />W1Ox22 <br />I� <br />PURLIN BRACE I <br />4'-0" S0. <br />I <br />, <br />L <br />L <br />TYP. (12) PLACES L s <br />FOOTING (TYP.) <br />L <br />W1Ox22 <br />WiOx22 i <br />W1Ox22 <br />PURLIN/BEAM CONNECTION JPURLIN/BEAM CONNECTION <br />PER DETAIL 4 SHEET 2-2 6' 6" 27'-0" 6'_6^ PER DETAIL 5 SHEET 2-2 <br />TYPICAL (12) PLACES TYPICAL (6) PLACES <br />FRAMING PLAN <br />SCALE: 1/16"=1'-G" <br />11'-8y" 11'-8Y" 11' -By" 11'-8y" 11'-8" 11-8N. 11-8 2 11'-8Y2" 11'-8y" <br />I i I i i i i 1 I I <br />13 13 13 13 O 13 0 0 13 7 <br />I I I I E f I I <br />(20) EA. SCOTTSDALE <br />FIXTURES r7 <br />r I <br />I I I i I I I <br />L J 4 J L J L J <br />Iv --T[3 13 E3 0 0 0 O 0 f] <br />0 <br />LIGHTING SCHEME <br />SCALE: 1/16"=1'-0" STEEL COLUMN <br />3" ABS DRAIN PIPE IN COLUMN <br />STEEL COLUMN AND STUB -OUT AT COLUMN BASE <br />BY ERECTOR. EXIT DIRECTION EXTEND A,B, 6" <br />TO BE DETERMINED BY OTHERS. ABOVE FOOTING <br />EXTEND A.B. 6"2" NON -SHRINK GROUT <br />ABOVE FOOTING /—BY GENERAL CONTRACTOR <br />6' <br />#3605 <br />r —(4) ly"x36" ANCHOR <br />i 1 i I BOLTS A-36 WITH 4" LEG <br />I I I I <br />H — — 4 #4 TIES @ 12" D.C. <br />I I 1 1 (5) LAYERS <br />I --+—+—H <br />I 1 1 (12) #4 VERTICALS <br />L _ J_ _ J_ J A5 SHOWN <br />ANCHOR BOLT FOOTING DETAIL <br />SCALE: 1/4"=1'-0" <br />3'-4" <br />0 <br />I <br />(10) #4 VERTICALS <br />AS SHOWN <br />1997 U.B.C. DATA <br />Occupancy Group S-3 <br />Construction Type .. . .. . . . . . If N <br />Occupancy Load Factor . . .. . .. . . N. A. <br />Separation .. . .. . . See site pion and <br />Sec. 311,2.3.2 and Table 5A <br />Use . . .. . . Canopy over gasoline pumps <br />Area .. . . .. . .. . .. 2,688 Sq, Ft. <br />SPECIAL INSPECTIONS <br />1, Special inspection not required for <br />concrete footings per UBC 1701.5.1 <br />exception 2. <br />USS .4 A4. „4, <br />BASE PLATE <br />STEEL <br />COLUMN <br />z1" <br />]k 16" <br />IF' <br />/" <br />r, <br />1 k*'O HOLE <br />BASE PLATE DETAIL <br />N.T.S- <br />FASCIA FRAMING AT 4'-0" O.C. MAX. <br />AROUND ENTIRE CANOPY PERIMETER <br />r- W10x22 PURLINS <br />W10x22 BEAM <br />I <br />^'1 <br />3" ABS DRAIN PIPE IN COLUMN <br />AND STUB -OUT AT COLUMN BASE <br />BY ERECTOR. EXIT DIRECTION <br />TO BE DETERMINED BY OTHERS. <br />2" NON -SHRINK GROUT a <br />BY GENERAL CONTRACTOR U <br />(4) 1y"x36" ANCHOR <br />BCLTS A-36 WITH 4" LEG <br />#4 TIES @ 12" O.C. <br />(6) LAYERS <br />OPTIONAL ROUND FOOTING DETAIL <br />SCALE: <br />O <br />PURLIN BRACE <br />(TYP.) <br />3" 20 GA. <br />DECK PANEL <br />TS 10x1OxY <br />COLUMN <br />6" CONC. SLAB <br />I�.I' <br />F ++H F++ i <br />4'-0" <br />SQ. <br />SECTION/ ELEVATION <br />SCALE: 1/8"=1'-0" <br />1 OF <br />z <br />0 <br />a <br />LU <br />_, <br />aU <br />z <br />a <br />z <br />ZLu <br />H <br />w <br />w <br />a�LU <br />ZQ <br />z <br />U <br />OOZ <br />g <br />O <br />_Z <br />LLIco0 <br />LL CO U <br />Z <br />Q <br />LLJ <br />Q <br />cr-o <br />1 OF <br />