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112' 0 <br /> —_ __ ,..-__ _.— _....... _— _... ..... <br /> 0 0 <br /> 26'-0 40'-0 26'-0 FRAMING AT 4'-0" O.C. MA.X - <br /> __..__,. ­-- _.. _ �_ _��._ AROUND ENTIRE CANOPY PER;YETER <br /> STEEL <br /> _ —W1Cx26 PURLINS COLUMN z <br /> �- - — - - -- W12x16 BEAM 0 <br /> .__........ _....e._..__�� <br /> W1Cx26 W10z16 410x26 --- <br /> _L LLJ <br /> X I URLiN BRACE - - w <br /> r-- r-- -� j - ------1�- <br /> TS '.Ox10xy <br /> - COLIiMN (TYPO TYP (12) PLACES <br /> I I i t r � <br /> :n a .J N1Cx 6 x N1Cx26 + W1ax26 a' PIiRLIN BRA(;E (TYP.) -mmP ua <br /> cv � i ss <br /> !_ J <br /> FOOTING (TYP.) 1 _i 3 <br /> I <br /> 4_._, L J � ^z `>ka' STIFFENER ...�. � <br /> c, _- 'NICx26 rV1 Cx26 W1Ox26 w USE /a'x21"x21' uu <br /> ___.. _...._.... E _ BASE PLATE cra <br /> �> _ TS 1Cx10x,Y4 <br /> CD COLUMN ___... .:_ 21 0 <br /> 20 GA. <br /> 6' 6" 6'-6" ° CECK PANEL- 16" ""J 5; <br /> PURLIN/PiEAM CONNECTION ___._. _. <br /> C3 <br /> I '�--- -� PURLIN/BEAM CONNECTION PER EiA'L 5 PAGE 2-2 =�---- � a � <br /> FRAMING PLAN PER DETAIL 4 PAGE 2-2 TYPO (s) PLACES - GONC SLAB IL z <br /> lYP (6) PLACES <br /> SCALE 1/16"=1'-0" �( <br /> 3,44„ 11'-M2" 11'-8Y2" 1'-8y" 11'-8Y" 11'-8" 11' 8Y2" 11'-82" i1'. 8Yz„ 11'-8y?" 3'_4" _ _..._ - C G"a <br /> ...... ____v <br /> _ —_---_- T - f T f J LU <br /> __L1J J <br /> - - -i 1--�,- G) era <br /> L. <br /> L J_J <br /> __. _........_....... Ir r c� 0 _.4'_a�' _ ._...... " < <br /> _— <br /> (.a <br /> L J _(20) EA. L.S.I. J L__J -1%g"3 HOLE Q <J <br /> FIXTURES <br /> SECTIO ION ELEVATASE PLATE o TAIL 2 o Q <br /> ^ 7 � <br /> C p <br /> SCALE: 1/8"=1'--0" N.T.S. U - < a w ._ <br /> w <br /> C) <br /> i <br /> w <br /> LIGHTING SCHEME :. <br /> SCALE: 1/16"=1'-0" w <br /> 3" ABS DRAIN PIPE IN COLUMN <br /> STEEL COLUMN AND STUB-GUT AT COLUMN BASE <br /> " 3" ABS DRAIN PIPE IN COLUMN BY ERECTOR. EXIT DIRECTION <br /> STEEL CO[UMN- i <br /> AND STUB--OUT AT COLUMN BASE i� f0 BE DETERMINED BY OTHERS. 1997 U.B.C. DATA <br /> BY ERECTOR. EXIT DIRECTION EXTEND A.B. 6" - <br /> TO BE DETERMINED BY OTHERS. ++ 2" NON SHRINK GROUT Occupancy Group S-3 z ^� <br /> ABOVE FOOTING I <br /> EXTEND AB. 6" 2" NON SHRINK GROl1T i BY GENERAL CONTRACTOR 3" MIN (TYP. Construction Type II N I z <br /> I <br /> Occupancy Load Factor N A. $ <br /> ABOVE FOOTING 8Y GENERAL CGNTRACTOfd 3„ �� --- ._ ,_m.__ <br /> Lill <br /> ��--- Separation Sec. 31L2 3�2 cr.d e site pTobleaSA <br /> - �_ ........ _--- .__.�_,...�,.__.._.._._.__ jr rr i -n , Use . . . . . . Canopy over gasoline pumps w <br /> T ___.._._.._.__ ) ---- <br /> _ MINII -(4) 1/'x36' ANCf1GR Area 2,688 Sq. Ft. <br /> BOLTS A-36 WITH 4' LEG s <br /> (4) 1;4"x.;6 ANCHOR I�.__ _I <br /> I I SPECIAL. INSPECTIoN,�, z a <br /> F - - r BOLTS A-36 WITH 4" LEG ° _a --#4 HORIZONTAL TIES <br /> ° ( ) - concrete for <br /> I I I o 11 T1 C� 12" O.G. 6 LAYERS ` 1. Special inspection not required <br /> a '.. _I #4 HORIZONTAL TIES I f._�_i.__ ° 9 p QitS 1�, a 0 <br /> � ootin s per UBC 17 <br /> 12' O.C. (5) LAYERS � � � �� I I I I I 1 exception2. <br /> L J � <br /> ° a. LSI__, VERTICALS <br /> I 1 I (10) #4 , <br /> ° ° AS SHOWN <br /> _L.._ �_ a � (12) #4 VERTICALS - ° <br /> AS SHOWN <br /> -f k <br /> 3 <br /> 0 --0 — U <br /> 4 --- a r. v ti <br /> p <br /> � n <br /> � x � <br /> ROUND ANCHOR BOLT FOOTING OPTION <br /> S_ DARE ANCHOR BOLT FOOTING OPBION SCALE 1/4"=1'-O" <br /> SCALE': 1/4"-i,-a„ r x��r,1 r <br /> #3412 1. L` ,r ..4, <br />