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0 <br />ON <br />H <br />�I <br />a <br />a-' <br />I <br />0 <br />/ <br />U <br />w <br />a_ <br />IL <br />0 <br />►i <br />00 <br />(o <br />N <br />a: <br />w <br />Y <br />co <br />tn <br />Ki <br />z <br />0 <br />N <br />M <br />CV <br />co <br />uj <br />a <br />cn <br />PLOTTED: 3/24/2020 03:19 PM JOHN KRAMER <br />1 /2" THICK STRAP <br />ID AS REQ'D D SS FLAT BAR <br />F PIPE WALL <br />EXTEND ANCHOR F <br />BOLTS 2" ABOVE STAINLESS STEEL PIPE STRAP AISI <br />1 5/16" 0 `V CONCRETE TYPE 316 W/316 SST BOLTS AND <br />A A m HEAVY DUTY CHANNEL NUTS <br />�o 1 /4" NEOPRENE PAD BETWEEN a SS BOLT (TYP) <br />O w PIPE AND CONCRETE a a a 3/8" DIA FOR 3/4" TO 3 <br />o: d d CONCRETE SUPPORT PAD d 1 /2" PIPE 1 /2" DIA FOR 4' <br />� <br />EXISTING OR NEW CONCRETE " a TO 10" PIPE SEE NOTE 4 UNISTRUT 20V-2100 BACK ^ d ( ) TO BACK CHANNEL � <br />SECTION A -A a a s A C— HOLE DIA <br />a <br />NOTES: <br />E ELEVATION VIEW <br />#3 TIE ®10" OC <br />6—#5 REBAR, DRILL & EPDXY <br />TO SLAB, MIN 4" EMBED <br />I r <br />O O <br />+ 3" CLEAR <br />ca <br />o TYP <br />w <br />a_ <br />a - <br />it 7/8" 0 ANCHOR BOLT (TYP) <br />8" <br />PIPE <br />SIZE <br />A <br />B <br />C <br />FLAT <br />D <br />BAR <br />SIZE <br />LOAD RATING <br />LBS <br />3/4 <br />5 <br />15/16 <br />2 <br />1/2 <br />7/16 <br />3/16 x <br />1 <br />1/4 <br />190 <br />1 <br />6 <br />1/4 <br />2 <br />5/8 <br />7 <br />16 <br />3 16 <br />x <br />1 <br />1/4 <br />— <br />1 1/4 <br />611/16 <br />23/4 <br />716 <br />316x <br />1 <br />1/4 <br />— <br />1 1/2 <br />6 <br />15/16 <br />3 <br />7 <br />16 <br />3 16 <br />x <br />1 <br />1/4 <br />190 <br />2 <br />85 <br />16 <br />33 <br />16 <br />7 <br />16 <br />1/4 <br />x <br />1 <br />1/4 <br />420 <br />2 1/2 <br />8 <br />7 8 <br />3 <br />7 16 <br />7 <br />16 <br />1/4 <br />x <br />1 <br />1/4 <br />— <br />3 <br />91 <br />8 <br />334 <br />716 <br />1/4 <br />x <br />1 <br />1/4 <br />420 <br />3 1/2 <br />10 <br />1 16 <br />4 <br />7 <br />16 <br />1/4 x <br />1 <br />1/4 <br />610 <br />4 <br />10 <br />9/ 16 <br />4 <br />1/4 <br />9 <br />16 <br />1/4 <br />x <br />1 <br />1/4 <br />— <br />5 <br />11 <br />34 <br />434 <br />9/16 <br />1/4 <br />x <br />1 <br />1/4 <br />610 <br />6 <br />1438 <br />5516 <br />9 <br />16 <br />38X <br />1 <br />1/2 <br />870 <br />8 <br />1658 <br />6516 <br />916 <br />38X <br />1 <br />1/2 <br />870 <br />1. WHEN USED WITH PVC PIPE, PROVIDE 18 E <br />GA PAINTED SHEET STEEL SLEEVE 6" <br />LONG W/STAINLES STEEL HOSE CLAMPS UNISTRUT CHANNEL FTITING P2348 <br />AROUND PIPE AT CLAMP WITH LOOSE FIT. <br />WRAP COPPER TUBES W/2" STRIP OF <br />RUBBER FABRIC. <br />2. FOR FLANGED PIPING INCREASE B UNISTRUT 1 5/8"x1 5/8" <br />DIMENSION A REQUIRED. CHANNEL P1000 <br />3. PAINT PIPE SUPPORT SAME AS PIPE. <br />4. USE ADHESIVE ANCHORS FOR MOUNTING UNISTRUT POST BASE P1887 <br />ON CONCRETE. W/316 SST 1 /2" DIA x 6" <br />5 ALL MOUNTING HARDWARE SHALL BE AISI LONG EXPANSION ANCHORS <br />(Typ) <br />THDE 304 LINO. <br />PIPE OD + 6" <br />D <br />CONCRETE DETAIL <br />*SAFETY FACTOR OF 5 6. PIPE SUPPORT SHALL <br />NO. 103 OFFSET PIPE <br />BE BY ANVIL PART <br />CLAMP OR EQUAL <br />NOTE: <br />1. ALL CHANNELS AND FITTINGS SHALL BE <br />D <br />DIPPED GALVANIZED STEEL LINO. <br />TYPICAL CONCRETE PIPE <br />TYPICAL CHANNEL STRUT PIPE <br />SUPPORT DETAIL 1 <br />TYPICAL PIPE SUPPORT DETAIL <br />SUPPORT DETAIL 3 <br />NTs <br />NTs <br />KS <br />— <br />PROVIDE AICKINCLAMP 200-3100 <br />SERIES PIPE CLAMPS W/STOP LOCKS, <br />STOP LOCK (TYP) <br />1/2" ADHESIVE ANCHOR <br />RIGID PIPE CLAMPS PCR SERIES <br />W/STOP LOCKS, OR EQUAL, THE <br />2 REQ'D <br />WALL <br />CLAMPS SHALL BE FASTENED IN <br />1-5/8" AICKINSTRUT <br />TWO —BOLT PIPE CLAMP; <br />ACCORDANCE WITH SPECIFICATION <br />HEAVY DUTY FRP <br />ANVIL INTERNATIONAL, INC <br />SECTION 15064, SEE NOTE <br />CHANNEL, 20V-2000 <br />FIGURE 212 OR EQUAL <br />C <br />SCH 40 STEEL PIPE <br />BAR 1/4' x CLAMP WIDTH <br />C <br />x <br />I Q <br />a o <br />v <br />a z <br />45 LBS FELT <br />1 /4 <br />o <br />v <br />v <br />� <br />Q <br />TWO —BOLT PIPE CLAMP; <br />ANVIL INTERNATIONAL, INC <br />TYPE 316 SST 3/8" <br />Z <br />FIGURE 212 OR EQUAL <br />CONC OR MASONRY WALL, <br />DIA x 6" LONG <br />FLOOR OR CEILING <br />NOTE: <br />EXPANSION ANCHORS <br />a 1/4 <br />PLAN <br />1. FOR INSULATED PIPE PROVIDE <br />PVC AT 2'-0" OC <br />V <br />SLEEVE AROUND INSULATION. <br />MINIMUM 2 <br />ATTACH TO WALL 1 /2" x(D+2") SQ FOR 8" <br />W/4 1 /2" x6" AND SMALLER PIPE, <br />1 /2" xD SQ FOR 10" <br />NOTES: <br />CONCRETE SLABS. WALLS. AND <br />CEILINGS <br />U) <br />Z <br />B <br />ADHESIVE ANCHORS <br />AND LARGER PIPE <br />1. SPACE SUPPORTS TO SUIT LOADS. <br />O <br />B <br />2. WHEN INSTALLED INSIDE WATER HOLDING BASINS, <br />V <br />FABRICATE ENTIRE SWAY BRACE FROM AISI TYPE <br />PLAN <br />304L STAINLESS STEEL COMPONENTS. <br />0 <br />TYPICAL NONMETALLIC <br />TYPICAL SWAY BRACE (TYPE A) <br />TYPICAL SWAY BRACE TYPE B <br />PIPE SUPPORT DETAIL <br />DETAIL 4 <br />DETAIL 5 <br />NTs <br />NTS <br />NTS — <br />A <br />DEmuD AHOLMES <br />WASTEWATER TREATMENT FACILITY <br />�� By <br />PROJECT W.DAMA <br />126110-025-011MARCH <br />ionesEdmundVI <br />2O20 <br />DRAWN &RAMER <br />ADVANCED WATER TREATMENT UPGRADE <br />DETAILS <br />CI a" 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 />INDE)( NO. <br />' NO: <br />M 19 <br />P.E. #70809 <br />(_TR. <br />DATE <br />REVODN$ <br />fff <br />APPRD. <br />324 S HYDE PARK AVE, SUITE 250, TAMPA, FLORIDA 33606 / (813) 258- 0703 <br />