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112'- <br /> 10'-0 26'-0" 40'-0" 26'-0" <br /> 13'-4" 13'-4" 13'-4" 0 1997 U.B.C. DATA STEEL <br /> FT COLUMN <br /> Occupancy Group . . . . . . . . . . . . S-3o W10x22 i W10x22 r W10x22 Construction Type . . . . . . . . . . . II N <br /> i <br /> Occupancy Load Factor . . . . . . . . . N.A. X74- I I Q <br /> °p <br /> FIS 10x10xy f F , F , o Separation . See site plan and I <br /> r Sec. 311.2.3.2 and Table 5A I i <br /> I I COLUMN (TYP.) I I L I I � <br /> n, j _ N J cv °' Use . Canopy over gasoline pumps I d <br /> 01 CD W1Ox22 0 C14W10x22 —o o W10x22 Area . . . . . . . . . . . . . . 2,688 Sq. Ft. <br /> a <br /> � PURLIN BRACE <br /> J k I I 4'-0" SO. I I o SPECIAL INSPECTIONS O <br /> TYP. 12 PLACES r �' STIFFENER Q <br /> L FOOTING (TYP.) t cn USE 4"x21"x21' v <br /> 4o WI0x22 W1Ox22 W10x22 1. Special inspection not required for BASE PLATE N <br /> concrete footings per UBC 1701.5.1 21" <br /> exception 2. Q L <br /> t1LU <br /> PURLIN/BEAM CONNECTION PURLIN/BEAM CONNECTION 16 Q z <br /> PER DETAIL. 4 SHEET 2-2 PER DETAIL 5 SHEET 2-2 ' Z V <br /> TYPICAL (12) PLACES S'-6" 27'-0" 6'-6" TYPICAL (6) PLACES O t�Z g <br /> in S C? O J <br /> FRAMING_ PLAN y ,� �r � rr1.P{��g _ z <br /> SCALE: 1 t) <br /> LU 00 <br /> � <br /> 11`-Sy" 11'-8Y" 11'-8y" 11'-8Y"ILI 11 8" 11'-8S'" 11'-8y'" 11'-8y" 11'-83' 4" LL(0 N v) <br /> 3`-4" 2 2 2 2 2 2 2 2 <br /> ILI <br /> Q <br /> joU <br /> 1%"O HOLE 0- o <br /> 13 r , a 13 <br /> r ,13 El E3 <br /> r , a 13 <br /> r , BASE PLATE DETAIL oo a <br /> 1 0 o N N <br /> I 1 I I6F t d ;. ( 1} N.T.S. � <br /> (20) EA, SCOTTSDALE L cs a <br /> FIXTURES 1 <br /> r <br /> L _, L L J L j (10) #4 VERTICALS FASCIA FRAMING AT 4'-0" O.C. MAX, w z <br /> O I7 I7 I] I] O Q AS SHOWN AROUND ENTIRE CANOPY PERIMETER m <br /> 2` 6" a <br /> Z J w O 4 <br /> W10x22 PURLINS <br /> WiDx22 BEAM o "' "' C3 a. <br /> C i <br /> LIGHTING SCHEME 3" ABS DRAIN PIPE 1N COLUMN <br /> SCALE: 1/16"=I'-O" STEEL COLUMN jl AND STUB-OUT AT COLUMN BASE x <br /> I BY ERECTOR. EXIT DIRECTION 3" 20 GA. sa <br /> 3" ABS DRAIN PIPE IN COLUMN I TO BE DETERMINED BY OTHERS. DECK PANEL. � U <br /> AND STUB-OUT AT COLUMN BASE I PURLIN BRACE ? "x <br /> STEEL COLUMN I I I I a z n <br /> BY ERECTOR. EXIT DIRECTION EXTEND A.B. 6" TYp. _ <br /> I I I I 2" NON-SHRINK GROUT a ( ) <br /> II TO BE DETERMINED BY OTHERS. ABOVE FOO TIN{: II BY GENERAL CONTRACTOR � x <br /> U W ' <br /> EU <br /> EXTEND A.B. 6" I 2" NON-SHRINK GROUT _ E 7�) o a` <br /> ABOVE FOOTING II BY GENERAL CONTRACTOR n IS 1OXIOXX Q � <br /> 3" n -f ,7 COLUMN € <br /> �R <br /> II I II (4) 1Y4"x36" ANCHOR > a� <br /> aMIN. H -I- -H BOLTS A-36 WITH 4" LEG <br /> r- - - I I I 6" CONC. SLAB 0 <br /> I I I I (4) 1Y4»x36" ANCHOR __ <br /> F_ _ BOLTS A--36 WITH 4" LEG r, ti r o f I I I III 0 <br /> H4-I--•1-•HA i <br /> 4 TIES CSD 12" <br /> III 1 III # <br /> O.C.TIES 12" O.C. H -I- H r F H _1 = <br /> I (5) LAYERS (6) LAYERS F F .I11lr� L <br /> 1 I <br /> I-.{.+ 11. 1 <br /> I I 1 (12) #4 VERTICALS--//p L-1-.L-, <br /> '-'- L _L 1 A L_L_L J <br /> AS SHOWN <br /> 3'-0" 3'-6"0 4'-0" <br /> 4,-0., Q <br /> c SECTION/ELEVA_TION <br /> ANCHOR BOLT FOOTING DETAIL OPTIONAL ROUND} FOOTING DETAIL SCALE: 1/$"==1'-0" 1OF2X3605SCALE: 1/4"=1'-0" SCALE: 1/4"�I'-O" <br />