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QD <br />04 <br />i <br />U <br />LLI <br />0 <br />3 <br />0 <br />0 <br />U <br />i <br />L LI <br />0 <br />a_ <br />0 <br />�I <br />a <br />a <br />O <br />U <br />LEI <br />w <br />a <br />P <br />J <br />J <br />0- <br />Lli <br />N <br />LL_ <br />O <br />f' <br />�•J <br />co <br />04 <br />Of <br />LEI <br />Q <br />Y <br />57 <br />O <br />CV <br />M <br />N <br />00 <br />PLOTTED: 3/24/2020 03:19 PM <br />JOHN KRAMER <br />-- <br />A <br />CONC OR <br />F <br />3/8» THRU <br />MASONRY <br />F <br />» <br />4 PIPE <br />WALL, R <br />a <br />OR CEILING <br />d ° PROVIDE AICKINCLAMP <br />ANVIL FIG 265 PIPE <br />BEAM MOUNT <br />BEAM CLAMP (GRINNELL <br />200-3100 SERIES PIPE <br />SADDLE SUPPORT <br />FIG 292 OR EQUAL) <br />ONE HOLE PIPE <br />CLAMPS W/STOP LOCKS, <br />c) <br />D <br />CLAMP ANVIL <br />�' <br />a v RIGID PIPE CLAMPS PCR <br />rn <br />SPECIAL CAST IRON <br />CONCRETE CEILING MOUNT <br />. ' : - -- <br />SERIES W/STOP LOCKS, OR <br />X <br />REDUCER TYP TO FIG <br />FIGINTURE 12TIO <br />FIGURE 126 OR <br />EQUAL, THE CLAMPS SHALL <br />a <br />265 <br />EQUAL ." e - <br />BE FASTENED IN <br />• <br />ACCORDANCE WITH <br />w <br />_4 <br />' - <br />a SPECIFICATION SECTION <br />Of <br />316 SST WEDGE <br />° <br />.4 <br />• = . <br />15064, SEE NOTE <br />w <br />ANCHORS, SIZE <br />, - <br />a <br />BASE PLATE ATTACHED <br />DETERMINED BASED <br />° - ' - <br />TO CONCRETE W/4—MN <br />E <br />ON ROD SIZE <br />CARBON STEEL CONCRETE <br />. • <br />(TYP) <br />STOP LOCK TYP <br />L <br />``' <br />5/8"O 316 SS <br />E <br />ROD ATTACHMENT PLATE <br />3 ' <br />ANCHORS &LEVELING <br />316 SST HANGER ROD, <br />GRINNELL FIG 52 OR EQUAL, <br />� . � , <br />TYPE 316 SST 3 8" <br />/ <br />3 <br />1-5/8» AICKINSTRUT <br />A <br />NUTS (TYP) <br />DIAMETER AND LENGTH AS <br />REQ'D TO MEET PIPE SIZE <br />HOT -DIP GALVANIZE AND <br />PAINT SAME AS CEILING IF <br />( <br />ADHESIVE - '.. <br />DIA x 6» LONG <br />HEAVY DUTY FRP CHANNEL, <br />ISOLATION PAD <br />» <br />AND CENTERLINE <br />PAINTED ) <br />ANCHOR SIZE ° <br />EXPANSION ANCHORS <br />A 20V-2000 <br />1 GROUT <br />ELEVATIONS SHOWN ON <br />AS REQ'D B <br />= <br />AT 2'-0" OC <br />MINIMUM 2 <br />a <br />FINISHED FLOOR SLAB <br />DRAWINGS <br />ROD SIZE —ALL ATTACHMENT <br />MFR - � <br />NOTE: <br />SST ADJUSTABLE CLEVIS <br />PLATE DIMENSIONS ARE <br />.. <br />d 1. FOR INSULATED PIPE PROVIDE PVC <br />° ° B <br />GRINNELL FIG 260 OR EQUAL, <br />SIZE DEPENDENT UPON <br />DEPENDENT UPON ROD SIZE, <br />AS SPECIFIED ON THE <br />NOTES: <br />a <br />SLEEVE AROUND INSULATION. <br />° . a <br />4 4 ° <br />a <br />PROCESS PIPE SIZE, AS <br />DRAWINGS AND IN THE <br />1. SPACE PIPE SUPPORTS TO SUIT LOAD. <br />SPECIFIED ON THE DRAWINGS <br />AND IN THE PROJECT MANUAL, <br />PROJECT MANUAL <br />2. CLAMP SHALL SS UNO. <br />CONCRETE SLABS, WALLS, AND <br />NOTE: <br />ROD SIZE SHALL BE <br />PROCESS PIPE SIZE 1 /2» TO <br />CEILINGS <br />REFER TO DETAIL <br />FOR TYPICAL PIPE M 18 <br />COORDINATED WITH PIPE SIZE <br />1 �' plA <br />SUPPORT DIMENSION TABLE <br />AND THE ATTACHMENT PLATE <br />TYPICAL <br />PIPE <br />SUPPORT <br />TYPICAL PIPE SUPPORT <br />TYPICAL NONMETALLIC <br />TYPICAL ADJUSTABLE <br />HEIGHT SADDLE <br />HANGER CLEVIS <br />& PL DETAIL 1 <br />WALL CLAMP DETAIL 2 <br />PIPE SUPPORT DETAIL 3 <br />WITH <br />YOKE TYPE PIPE SUPPORT DETAI 4 <br />NTS <br />NTS <br />NTS <br />NTS <br />CONCRETE WALL <br />HDPE LINER <br />12" TO 24» <br />PIPE WALL OD <br />o o <br />1» 45' CHAMFER (TYP) <br />1 /4» CLEAR <br />0 0 <br />RADIUS AND BOLT HOLES <br />TO MATCH FLANGE <br />(MIN 2 BOLT HOLES) <br />Cr x4» x 1 leANGLE <br />Ito <br />1 /2» SST U—BOLT <br />v LENGTH AS REQUIRED <br />r <br />C) 1 4 <br />a <br />45- <br />W D+1 /8» IDx3» LONG PIPE, <br />° <br />L5x5x3/8 MEDIUM WEIGHT WELDED STEEL PIPE <br />WELD TO CENTER OF ANGLE <br />oy <br />a. <br />SUPPORT BRACKET AS FABRICATED TO SUITE <br />uj <br />w 1 4 <br />OR GRINNELL FIG, No 195 OR EQUAL <br />cn <br />° <br />a ANVIL SPECIAL CAST IRON <br />LaJ REDUCER TYP TO FIG 264 <br />PIPE <br />SIZE <br />A <br />B <br />C <br />D <br />MIN <br />MAX <br />INCHES <br />4 <br />4 <br />9 <br />9 1/4 <br />14 <br />3 <br />5 <br />4 <br />9 <br />10 <br />14 3/4 <br />3 <br />6 <br />4 <br />9 <br />10 1/2 <br />15 1/4 <br />3 <br />8 <br />4 <br />9 <br />11 3/4 <br />16 1/2 <br />3 <br />10 <br />4 <br />9 <br />13 1/2 <br />18 1/4 <br />3 <br />12 <br />4 <br />9 <br />15 <br />19 3/4 <br />3 <br />14 <br />4 <br />11 <br />16 1/4 <br />20 3/4 <br />3 <br />16 <br />4 <br />11 <br />17 3/4 <br />22 1/4 <br />3 <br />18 <br />6 <br />13 1/2 <br />19 1/2 <br />24 <br />4 <br />20 <br />6 <br />13 1/2 <br />21 <br />25 1/2 <br />4 <br />24 <br />6 <br />13 1/2 <br />23 3/4 <br />28 1/4 <br />4 <br />30 <br />6 <br />13 1/2 <br />27 <br />31 1/2 <br />4 <br />36 <br />6 <br />1 16 <br />1 30 <br />1 36 <br />4 <br />D <br />a <br />1/2- WALL PLATE ( (DIA+4») SQ <br />p <br />a <br />1 /4» FULL —CIRCLE <br />—v SADDLE <br />0 <br />0 <br />C <br />0 <br />r Q <br />N - p <br />D <br />�o <br />PIPE <br />SUPPORT PIPE <br />3/9' V 1 TYPICAL PIPE SUPPORT <br />° 1» THICK GROUT <br />a <br />BASE PLATE ATTACHED TO <br />ISOLATION PAD CONCRETE W/4—MN 5/8»0 316 DIMENSION TABLE <br />ATTACH To WALL w/4 ZO <br />d Q <br />5/8» x5» LG SST EXPANSION ANCHOR W/NUT <br />SST EPDXY ANCHORS W/3» <br />1 /2»0 SST EPDXY ANCHORS _ <br />Id° ° AND WASHER <br />EMBEDMENT & LEVELING NUTS <br />FIN. FLOOR/SLAB <br />W/4» EMBEDMENT AND V <br />4 <br />LEVELING NUTS <br />NOTES: <br />° a <br />» p 4 <br />°a 1 U ° GROUT CB a <br />� AS UIRED <br />REQ <br />a a ° 1. MAXIMUM RECOMMENDED LOAD: 1,500 LBS. <br />°Q <br />4° . ° a a . <br />° <br />3/8» <br />4 ° <br />a a o 4 <br />B <br />2. WELDED PIPE SUPPORT BRACKETS FOR SYSTEMS <br />— — = <br />NOTES: Q <br />B <br />WEIGHING GREATER THAN 1,500 LBS: THE—�—� <br />�_�—� �_�—� �—� �_� I <br />1. ALL HARDWARE, PLATE, SADDLE, ETC, SHALL BE 300 SERIES SST. V <br />CONTRACTOR SHALL SUBMIT A BRACKET APPROVED) <br />BY A STRUCTURAL ENGINEER TO JONES EDMUNDS <br />1 I —III III —III —1 I I <br />2. SUPPORT PIPE SHALL BE 316 SS. Q <br />FOR REVIEW AS PER SHOP DRAWING SUBMITTAL <br />LL <br />PROCEDURES IN THE SPECIFICATIONS. <br />TYPICAL WALL MOUNTED <br />TYPICAL PIPE SUPPORT <br />TYPICAL FLANGE TYPE PIPE <br />PIPE SUPPORT <br />WELDED STEEL DETAIL 5 <br />SUPPORT DETAIL �6� <br />TOP VIE DETAIL 7 <br />NTS <br />_ <br />NTS <br />NTS <br />A <br />DemNED AHOLMES <br />WASTEWATER TREATMENT FACILITY <br />*PROVED BY� <br />W. <br />DAM <br />A <br />26110-025-01 <br />MARCH 2O20 <br />DRAWN JKRAMER <br />I1 <br />0 unds <br />ADVANCED WATER TREATMENT UPGRADE <br />DETAILS <br />CFEq(ED TFRIEDRICH <br />CERTIFICATE OF AUTHORIZATION #1841 <br />730 NE WALDO ROAD, GAINESVILLE, FLORIDA 32641 / (352) 377- 5821 <br />CITY OF ZEPHYRHILLS, FLORIDA <br />ANTHONY R. HOLMES <br />uroEx <br />owe NO: <br />18 <br />LT& <br />(ate <br />gf <br />APPRp. <br />324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 <br />P.E. 70809 <br />4 <br />