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r�1 <br />Li <br />H <br />0 <br />z <br />M <br />0 <br />w <br />•w <br />pli <br />L,J <br />Q <br />U7 <br />PLOTTED: 3/25/2020 03:17 PM DAVID <br />4'4r 1-4r 4'4r V-2" <br />GRATING EMBED ANGLE PER <br />STD DETAILS, TYP ALUM GRATING <br />PER PLAN <br />T/ WALL EL 100.00 <br />" OC, <br />HORIZ, EF, TYP <br />#.5@12- OC, <br />m VERT, EF <br />4 <br />W12E <br />T/ WALL EL 93.58 <br />FORM SAVER _ <br />DWL, TYP <br />T/ SLAB EL 89.50 <br />N <br />HYDROPHILIC <br />= WATERSTOP <br />4 <br />N <br />REINF PER <br />WALL 20A <br />SHEET S8, TYP <br />'v <br />T/ SLAB EL 74.00 <br />_ a <br />N <br />SLAB REINF PER <br />PLAN, TYP <br />W12G <br />z o <br />w <br />m <br />w <br />#5@12" EW, <br />T$B <br />CONT 1 1/2" <br />KEYWAY <br />0 <br />I <br />T/ WALL EL 96.50 <br />W14D <br />8" OC, <br />HORIZ, EF, TYP <br />#5@12" OC, <br />VERT, EF <br />DETAIL A <br />3/8'=1'4r S7 <br />W14A <br />#5C18" OC, <br />HORIZ, EF, TYP <br />#5@12- OC, <br />VERT, EF d <br />#5@8" OC, <br />HOW EF, TYP <br />#5@12" OC, <br />VERT, EF <br />n <br />, <br />W12D <br />DETAIL B <br />3Ar--l'Ow S7 <br />© Jones Edmunds <br />COLUMN <br />SCHEDULE <br />MARK <br />a <br />SIZE <br />14"xl4" <br />LONGITUDINAL REINF <br />(10) #7 <br />TYPE <br />A <br />DOWELS <br />(10) #7 <br />TIES <br />#4@8 <br />VERTICAL <br />REMARKS <br />BARS TO <br />PROJ. INTO <br />BEAM <br />T/ WALL EL 100.00 <br />DC, <br />EF, TYP <br />EF <br />OC, <br />F <br />JMN C1 <br />T/ SLAB EL 89.50 <br />T/ SLAB EL 74.00 <br />TOP BARS <br />o <br />= <br />a <br />w <br />0 <br />u� <br />m <br />BEAM WIDTH <br />SEE SCHED <br />BEAM "B1" <br />SLAB REINF PER <br />PLAN, TYP <br />SIDE BARS AT <br />MID -DEPTH OF <br />BEAM <br />BOT BARS <br />a <br />U <br />N <br />a <br />a <br />COLUMN TYPE "A" <br />LENTON BAR <br />TERMINATOR — <br />T/SLAB EL 89.50 <br />BREAM EL 87.00 I I I l z <br />0 <br />in <br />1� ■ <br />1� <br />BEAM SCHEDULE <br />MARK <br />T/ BEAM EL. <br />SIZE <br />BOT <br />BARS <br />TOP <br />BARS <br />SIDE <br />BARS <br />STIRRUPS <br />REMARKS <br />SIZE <br />TYPE <br />SPACING <br />B1 <br />EL_ 89.50 <br />14" x 30" <br />(3) #8 <br />(3) #8 <br />(2) #6 <br />#4 <br />8" OC <br />BEAM SCHEDULE NOTES: <br />1. PROVIDE BAR SPLICE WHEN NEEDED AS SHOWN IN TYPICAL REINFORCEMENT ELEVATION. <br />r�L��I�1/4 L2/4 <br />STD HOOK, MID -DEPTH BARS TOP BARS <br />TYP <br />will <br />BOT BARS 3" MAX <br />t I <br />TYP <br />TYPICAL BEAM REINFORCEMENT ELEVATION <br />COMPRESSION V <br />LAP <br />ca <br />z <br />O <br />t� <br />oc <br />0 <br />711 N ORANGE AVE, STE A <br />WINTER PAW(, FL 32789 <br />PH: 321.972AW <br />W E K I VA WEIWA PROJ. NO.18-169 <br />FL ENG BUSINESS 140. 31920 <br />ENGINEERING <br />APPRM BY PRMCT W. DEg m D.MORRIS WASTEWATER TREATMENT FACILITY �� <br />ionesEdmuncl!!9 FILTERS 2s»o—o2s—o1 MARCH 2020 <br />WMNI D.MORRIS ADVANCED WATER TREATMENT UPGRADE <br />CERTIFICATE OF AUTHORIZATION #1841 WALL DETAILS AND SCHEDULES ]N= W.NG W. <br />c1cc�cm J.SOBCM 730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377-5821 CITY OF ZEPHYRHILLS, FLORIDA DAVID S. MORRIS <br />Lw DATE � BY ppp . 324 S HYDE PARK AVE, SUITE 250. TAMPA, FLORIDA 33606 / (813) 25"703 P.E. 174717 S9 <br />■ <br />