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PLOTTED: 3/25/2020 03:19 PM DAVID <br />® Jones Edmunds <br />U) <br />J <br />2 <br />D' <br />w <br />w <br />fV <br />rn <br />co <br />U) <br />w <br />Z <br />O <br />DO <br />U <br />!Z <br />2 <br />w <br />Q <br />U) <br />z w #3 AT 6" SLAB REINF PER PLAN <br />2 Ei ROUGHENED JOINT <br />w w 3'-0' LAP UNO <br />SEE NOTE <br />;0 I. <br />d q <br />. d <br />Y <br />4 d. d 4 �I d • • C CO <br />d <br />d V m J <br />JQ a <br />BASIC SLAB\ram/.\/.\�/.\�/.\ \� COMPACTED SUBBASE <br />REINF PER PLAN PER SPECIFICATIONS <br />COMPACTED <br />NOTE: SUBGRADE <br />1. FOR EXISTING CONCRETE SLAB DRILL AND EPDXY <br />#5AT120 AROUND PERIMETER W/ 6" MIN EMBEDMENT. <br />EQUIPMENT PAD <br />DETAIL A <br />NTS <br />r 4' 4" <br />a <br />w i <br />O <br />w ANGEL AS SPECIFIED ON <br />518" DIA SS CONC ANCHOR DWGS <br />IN SLOTTED HOLE W/ 6" MIN EDGE OF CONC <br />EMBED, TYP OF (2) j <br />M AN <br />CUT FLANGE AT WALL AS <br />REQD ("I" BEAMS ONLY) <br />v � <br />r) <br />"C" CHANNEL OR 01" BEAM <br />51W DIA SS CONC ANCHOR PER DWGS <br />IN SLOTTED HOLE W/ 6" MIN <br />EMBED, TYP OF (2) EDGE OF CONC <br />BEAM CONNECTION TO CONCRETE FACE <br />DETAIL rD <br />NTS <br />NOMINAL BEAM <br />DEPTH, INCHES <br />ROMIS OF <br />BOLTS <br />LENGTH (3) <br />OF ANGLE <br />36 <br />7 <br />1'-8 1 /2" <br />30-33 <br />6 <br />1'-5 1 /2" <br />24-27 <br />5 <br />1'-2 1/2" <br />16-21 <br />4 <br />11 1/2" <br />12-15 <br />3 <br />8 1/2" <br />8-10 <br />1 2 <br />5 1/2" <br />6 <br />1 <br />3" <br />6 MIL VAPOR <br />BARRIER 1 <br />COMPACTED SUBBASE <br />PER SPECIFICATIONS 12' <br />2 #5 CONT. <br />COMPACTED r <br />SUBGRADE #4 AT 1 <br />THICKENED EDGE SLAB <br />DETAIL B <br />NTS _ <br />5/8" DIA SS CONC <br />ANCHOR W/ 6" 21/2" <br />MIN EMBED, <br />TYP OF (2) —� <br />NOTES: <br />1. NUMBER OF ROWS IS EQUAL TO NUMBER OF <br />BOLTS TO ENCLOSE WEB. <br />2. ALL FRAMING CONNECTIONS SHALL CONFORM <br />TO SCHEDULE UNLESS DETAILED OTHERWISE <br />ON FRAMING DRAWINGS_ <br />3. ADD 1 I' TO ANGLE LENGTH FOR STAGGERED <br />BOLT CONNECTIONS. <br />4. USE SS BOLTS FOR ALL ALUMINUM FRAMING. <br />5. USE WASHERS ON NUTS. <br />1" MIN AT COPED NOTE: <br />BEAM FLANGE 21/2" * 3" DIMENSION TYP. EXCEPT AS <br />RECOMMENDED BY AISC FOR LARGER <br />MEMBERS_ <br />M <br />16X4X, 1 ROW CONN ONLY, PROVDE <br />ADD'L BOLT TO ENCLOSED BEAM WEB <br />tR <br />DOUBLE ANGLES MIN 5116" THICK. SIZE <br />AS REQ'D BY AISC STD. CONN. <br />314" DIA A325N BOLTS <br />4" MAX FOR SINGLE ROW CONN <br />711 N ORANGE AVE, STE A <br />WINTER PARK, FL WN <br />PH: 321.9M4M <br />W E K I VA WEIWA PROD. NO.18-169 <br />FL ENG BUSINESS NO.31920 <br />ENGINEERING <br />TYPICAL FRAMING CONNECTION <br />DETAIL rG <br />NTS <br />JL4x3x3/8 <br />"Co CHANNEL OR "1" <br />BEAM PER DWGS <br />1/2" 2'\" <br />5/8' DIA SS BOLT, PROVIDE <br />HORIZ SLOTTED HOLE IN <br />ANGLE, TYP OF (2) <br />TYPICAL FRAMING CONNECTION TO CONCRETE <br />DETAIL % E� <br />4" <br />MIN <br />A <br />z <br />N <br />TYP. CONDUIT (DIA. ='d"), <br />TYQ. MAX 2 LAYERS <br />MAX 'd" = T/4 <br />a a <br />z4. d d C <br />- - - 2 - . ., d- <br />a <br />H v e- o dV ® - ® <br />v <br />d -® 4.a <br />d -d <br />3d MIN. TYP_ <br />REINFORCEMENT <br />NOTES: <br />1. COORDINATE W/ ENGINEER FOR PLACEMENT OF CONDUIT WHERE DIMENSION <br />REQUIREMENTS SHOWN CAN NOT BE MET. <br />2. NO REINFORCEMENT MAY BE CUT, RELOCATED, OR BEND TO ALLOW FOR CONDUIT <br />PLACEMENT WITHOUT PERMISSION FROM ENGINEER. <br />TYPICAL CONDUIT PLACEMENT IN SLAB <br />DETAIL C <br />NTS _ <br />L3X3X3/8 ALUM W/ 1/r <br />DIA SS CONC. <br />FASTENERS AT 18" OC <br />ALUM GRATING <br />SEE SPECS <br />1/4" TO 1/r GAP <br />v <br />H <br />s d <br />1/4'X17X6" LONG ALUM <br />ANCHOR BATS W/r <br />pWrLF s BENT END AT I OC <br />` WELD TO ANGLE <br />O <br />v <br />MAXIMUM <br />SPAN <br />DEPTH <br />BEARING <br />BAR <br />THICKNESS <br />SPACING <br />Y-O" <br />1 1/4" <br />3/16" <br />1 3/16" <br />4'4O" <br />1 1 /r <br />3/16' <br />1 3/16" <br />S-0" <br />r <br />3/16' <br />13/16" <br />6-W <br />2 1/4' <br />1 3/16' <br />1 3/16' <br />GRATING AND GRATING SUPPORT <br />DETAIL rF <br />NTS _ <br />9' <br />BASE PLATE PLAN <br />5M* BASE PLATE; <br />SEE PLAN <br />3/8" STIFFENER <br />PLATE <br />4" SCH. 40 <br />SS PIPE <br />(4) - 3/4' DIA 316 <br />ADHESIVE ANCHORS <br />W/ 4" EMBED <br />5/8" THICK <br />BASE PLATE <br />5"x5"x3/8" ANGLE OR <br />BUILT-UP SECTION WELDED <br />TO END OF PIPE <br />4"X1/4" SS STRAP PLATE <br />W/ NEOPRENE PAD <br />AROUND PIPE ATTACHED <br />I TO ANGLE W/ (2)5/8" DIA. <br />SS BOLTS <br />PIPE PER <br />TYP EA F 'M" DWGS <br />END <br />SECTION <br />50x5"x318"x8" ANGLE OR BUILT-UP <br />SECTION ATTACHED TO WALL W/ <br />(2)-3/4' DIA SS ADHESIVE ANCHORS <br />W/ 5" EMBED <br />�- 3"x3'x1/4" DIAGONAL SUPPORT ANGLE <br />(ELIMINATE DIAGONAL AND <br />CONNECTION PLATES AT SUPPORT #2) <br />1 <br />PLAN <br />DETAIL %H <br />NOTES: <br />1. ALL STEEL SHOWN IS TO BE SS TYPE 316L <br />2. ALL DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO ANY STEEL FABRICATION. <br />VARIES z <br />O <br />a V <br />Ui <br />Z <br />O <br />V <br />3 <br />O <br />LIL <br />APPROVED BY PMECT W. WE- <br />oERm D.MORRIS WASTEWATER TREATMENT FACILITY <br />AwN D.MORRIS ion m � 26110-025-01 MARCH 2O20 <br />DR <br />NM u <br />ADVANCED WATER TREATMENT UPGRADE STANDARD STRUCTURAL DETAILS <br />cFEc Km �.SOBCZAK CERTIFICATE of AUTLLE, FLORIDAN 4 / CITY OF ZEPHYRHILLS, FLORIDA DAVID S. MORRIS <br />730 NE WALDO ROAD, GAINESVILLE, FLRIDA 32641 / (352) 377-5821 <br />LTR. DATE REVISIONS BY APPRD. 324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258-0703 P.E. #74717 S16 <br />