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I� A <br />2 yz WELD TO FRAME _ <br />I o} <br />� \erii <br />L{ tl <br />— <br />0 <br />z <br />tlN�� <br />SLOPE FLOOR Yi' k 3OLT E LOCKWASHE-< <br />TO DRA1k. WELD READ TO FRAME. <br />A <br />.-- A <br />PLAN <br />FACE OF CURB OftRgIL CLEAR g <br />"Z. <br />�I -�--SLOPE FLUOR TO DRAIN. <br />e <br />Q - '/i �P 301-T % LDCKIJASFIER <br />Rr 6ENO UNE �_ WE'_D a,EL�D TO FRAhE. <br />GRATE N,_T SwOWN <br />00 <br />r� FRAMEY6FE STRUCT. CPZBON <br />O COPPER ZEARIlI@ STEEL. <br />1L BRPC.KET DAR <br />U. '1a"BOLT <br />O -"-' TNkD ED IN' <br />F, <br />�I ;I STANDARD .�0`0 PIPE <br />SECTION THRU DRAIN <br />STEEL BEAM SHOWN OUTSIDE) <br />a" L" <br />BARIvx2a <br />f" <br />xl4 SLOTTED <br />DLE. <br />NOTE: RECTANGULAR GRATING AS SPECIFIED <br />OR EQUIV. V. <br />BOLT GRATE TO FRAME FOR SHIPMENT. <br />GRATE <br />L3nAccrcer <br />Q <br />i O <br />Ili <br />5ECTION THRU DRAIN <br />(PRE-STRESSEO GIRDER SHOWN OUTSIDE) <br />-EOGE OF BEAM WEB OR <br />PRE -STRESS GIRDER WEB. <br />VARIES <br />BOLT <br />I'♦ <br />{FLAT BAR <br />g <br />1 2 <br />iT <br />f3"� — <br />I6 HOLE. PROVIOE <br />THRD•ED. INSERT IN <br />PRE -STRESS GIRDER 4' ALLOW FOR <br />FOR V�V BOLT TIGHTENING <br />BRACKET BAR DETAIL <br />C <br />3'•O"• 5'•O'• Co THICK <br />CONCRETE APRON. <br />I O" x Co" — <br />REDUCEF2. <br />COST' C= CO;.iC -mT'= A.Pr..OW SHALL qE <br />INC_trD J l:"1 "HE PRICE. $10 PER LIN. <br />==T�= T_ <br />i1r lI <br />i <br />�•d' C <br />OFDi-AIN�,j tOFPi a. <br />J ANCHOR-� <br />STRAP 'A". <br />PIPE, 3 <br />DOWN SPOUTS <br />MITRE. PIPE AT <br />8END5 <br />-ANCHOR ST}7AP <br />"B". SPACED AT <br />APPROX. 4'- O" <br />CTRS . <br />4' TY <br />P, <br />3 SIDES <br />Itu yZ <br />3'•O"• 5'•O"• cc THICK tiCONCRETE APRON. <br />WELDED WIRE <br />SECTION B MESH "818- <br />SECTION C <br />STEEL BZAIM <br />SECTIO) D MESH G.G-8/6. <br />SECTI0�3 E <br />PRE -STRESS GIRDER <br />a BENT z EXP. BOLTS <br />c� n PLATE. p', (C�ALV.) ON OF <br />80LTS <br />1" ALLOW q GAP TO RADIAL LINES. <br />GEXP. BOLTS S <br />(GALV.) + CONNECTIONPeRIT FIELD <br />3" "'D PIPE DOWN SPOUT 3" <br />3"x-ggSTRAP 3"x z STRAP <br />ANCNOFi. ANCHOR. <br />ANCHOR STRAP "A" ANCHOR STRAP "B" <br />FLOOR DRAIN • TYPE °A" 10PA QEO4 <br />FLOOR DRAIN DETAILS <br />essian y.c. A.A 5.X.0.'61 iosw.q N20 -Sib 1963 <br />o**r �'2ab �" ST'O_ M+.UEQc"o. p✓,(� <br />STRUCTURE <br />13- 13-211 5"EET 5- 10 <br />X. 2703 2 <br />h_ ^- <br />LL <br />-4 <br />111 <br />I ry <br />1 <br />`ANCHOR 571P A? `A'.�7 oI <br />I <br />' <br />�r1��ANCHOR STRAP "LS" <br />-� SPACED AT APPROX. <br />4'-O" CTR5. <br />1 <br />,d <br />I TYP, <br />(o" 0 PIPE <br />DOWN SPOUTS <br />FINISHED <br />GROUND. <br />W N ll_Z <br />Co" THICK <br />R <br />CONCRETE APRON. <br />�Op�� <br />WELDED WIR$ <br />I-�a,Oj <br />SECTIO) D MESH G.G-8/6. <br />SECTI0�3 E <br />PRE -STRESS GIRDER <br />a BENT z EXP. BOLTS <br />c� n PLATE. p', (C�ALV.) ON OF <br />80LTS <br />1" ALLOW q GAP TO RADIAL LINES. <br />GEXP. BOLTS S <br />(GALV.) + CONNECTIONPeRIT FIELD <br />3" "'D PIPE DOWN SPOUT 3" <br />3"x-ggSTRAP 3"x z STRAP <br />ANCNOFi. ANCHOR. <br />ANCHOR STRAP "A" ANCHOR STRAP "B" <br />FLOOR DRAIN • TYPE °A" 10PA QEO4 <br />FLOOR DRAIN DETAILS <br />essian y.c. A.A 5.X.0.'61 iosw.q N20 -Sib 1963 <br />o**r �'2ab �" ST'O_ M+.UEQc"o. p✓,(� <br />STRUCTURE <br />13- 13-211 5"EET 5- 10 <br />X. 2703 2 <br />