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F-10 <br />HWH 1/4-28A 1/2"TEKS/5 <br />UTILITY BEAM CONNECTING SCREWS F-10 <br />SHIP COLUMN WITH SIX F-10's <br />HANGER BOLT HB-1 <br />SHIP COLUMN WITH ONE HB-1 <br />SHIP WITH SIX 5/8x2" A325 <br />HEAVY HEX BOLTS <br />ALIGN 32' HOLES <br />Div <br />Mt <br />rim I _�-12 <br />SHIP WITH TWO CLIP <br />ANGLES CA-1 <br />o �. . . . . . . . . . . . . . ._ <br />. . . <br />SI <br />Tt <br />Al <br />PL 1/4x2 2 XO'-6 4" <br />"I <br />HANGER PLATE HP-2 <br />4 DETAIL <br />S4.7 <br />SCALE: 3"=1'-O" <br />PL 1 /4x2 2 XO'-816" <br />HANGER PLATE HP-1 <br />3 DETAIL <br />S4.7 <br />SCALE: 3"=1'-O" <br />AM WEB OF UB-1 <br />D BACK-TO-BACK <br />0 0 <br />(o rn rn <br />M M CN <br />CN <br />Ss* <br />a- LL U <br />2 <br />O <br />ci U <br />Z <br />m E <br />= w <br />U w <br />_—� <br />F-mw <br />LuLLLU <br />w <br />QQm <br />ch 0- <br />L.Q <br />®®®®`►et+aaaeaa' <br />e.. <br />® O <br />o: <br />�. •; o v ; 0 <br />• Fa. <br />CC• <br />sa®aaaaaai 4��`'�� w <br />O <br />W J U) W p <br />OLLWWZQZQ� � <br />Wow=wa_-Jow== <br />m W J m 2= o i-� m <br />=00�Owomcj Wm <br />F-p W>o<Z� W F- <br />o z� < Z o o Q LL <br />~ WpziW w��—� WO <br />QOV FW-�mOWZJ� <br />=pp�=OLL. W m— <br />F-O W Z F- Z= p W Q Z <br />wZM<WU' F-O W a <br />V i LL W �UF- W <br />—2O p O w <br />LUI <br />Q <br />111111111 <br />TWO BACK-TO-BACK <br />�; STUDS S-1's <br />8,4„ <br />1 <br />OSIX <br />5/8-11x2" <br />A325 HEX BOLTS <br />ONE CLIP ANGLE <br />�p <br />. <br />CA-1 EACH SIDE <br />O <br />770 <br />6" 7'-516 �9 T-4 $�� <br />V) <br />Q� <br />V d <br />15'-1016' HB-1 TO HANG 500 <br />POUND DESIGN LOAD <br />SB-E-5,6 <br />N II 11 <br />Q <br />_ <br />0 <br />UTILITY BEAM UB-1 <br />� <br />L.L! <br />> <br />DETAIL UTILITY BEAM UB-1 ERECTION <br />< <br />E <br />—1 <br />LL <br />SCALE:3"=1'-O" 5 DETAIL <br />W <br />SCALE: 3"=1'-0" <br />®NN <br />L.L <br />Ill <br />m <br />� <br />M <br />N <br />JOB NO. <br />E19-751 <br />DATE <br />02/04/2020 <br />DRAWN <br />SLC <br />DESIGN <br />JWB <br />STEEL DETAILS <br />S4.7 <br />