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NOTES: EXISTING CONCRETE ' , • Y 4 <br />1. GC SHALL NOTIFY ce Y ' <br />SLAB -ON -GRADE.. : • <br />ENGINEER OF RECORD IF •...�.:... A <br />SCOPE OF WORK �" :' . .t . •r <br />REQUIRES WIDER& FLTREjvcH WITH MIN. <br />TRENCH OR IF OTHER: a. .1k. ......: . " �. <br />. A • 4,QOO.PSI'GONCRETE <br />FLOOR SYSTEMS (E.G. s :.. . • .. ,.. �...,: <br />THICKENED EDGE, <br />GRADE BEAMS WITH. ..: <br />PIERS, POST TENSION, MATCFt, EXISTING CONCRETE <br />E1SITII�C SLAB : ' . '•. ; .° . �:.►`. '• k mSLA6-ON-GRADE <br />ETC.) ARE & : 'TWI(;KNESS y ..: . . a <br />ENCOUNTERED �� • . .° �.. <br />77 <br />2. GC SHALL COORDINATE" <br />F� �' Vi� <br />STRUCTURAL WORK° <br />ACCORDING TO <br />PROPOSE STRUCTURAL <br />PROVIDE #5 DOWEL -EPDXY <br />PLANS. DETAIL IS FOR <br />COATED, 12" ON CENTER <br />RERENCBAR <br />REFERF�N% E (OF <br />STAGGERED W/ I <br />EM EDMENT INOEXISTING <br />L TH OTT H. CH. <br />CONCRETE SLAB <br />SOIL TREATMENT IN AREA OF <br />TRENCH PER LATEST ADOPTED <br />LOCAL BUILDING CODE W1 WELL <br />COMPACTED APPROVED <br />' �11.. <br />BACKFILL MATERIAL$ <br />r .. O <br />' m ,' EXISTING CONCRETE <br />EXISTING CONCRETE -��• �. <br />�. <br />" m xi . �� `� SLAB -ON -GRADE <br />0- <br />' ' <br />SLAB -ON -GRADE �: <br />a r® �,.. NZ91, <br />MIN <br />.44 <br />00 <br />2' 8" MAX. 2" <br />PROVIDE VAPOR <br />BARRIER, 15 MIL MIN. <br />12" MAX. TRENCH <br />INTERIOR SLAB —ON —GRADE <br />SCALE <br />1 <br />N.T.S. <br />CONCRETE RESTORATION DETAIL <br />BALL VALVE (TYPICAL) <br />CHECK VALVE (TYPICAL) <br />THERMOSTATIC MIXING VALVE (TMV-1) CERTIFIED TO <br />HOT WATER PIPING ABOVE <br />MEET ASSE 1070. SET OUTLET TEMPERATURE TO 1050 <br />CEILING. REFER TO FLOOR <br />OR AS DIRECTED BY OWNER PERSONNEL <br />PLANS FOR PIPE SIZING AND <br />UNION <br />( <br />(TYP) ROUTING. <br />NOTES <br />COLD WATER PIPING ABOVE <br />1. THIS PIPING ARRANGEMENT IS FOR <br />CEILING. REFER TO FLOOR <br />A SINGLE HAND -WASHING FIXTURE <br />PLANS FOR PIPE SIZING AND <br />WITH MIXING VALVE ABOVE CEILING. <br />ROUTING. <br />2. FOR A SINGLE MIXING VALVE TO <br />FINISHED CEILING. PROVIDE ACCESS PANEL <br />SERVE MULTIPLE HAND -WASHING <br />IN INACCESSIBLE CEILING SPACES WHERE <br />FIXTURES, REFER TO FLOOR PLANS <br />REQUIRED. REFER TO ARCHITECTURAL <br />FOR PIPING SIZING AND <br />DRAWINGS FOR INFORMATION. <br />ARRANGEMENT. MIXING VALVE <br />SHALL BE SIZED AND RATED FOR <br />THE TOTAL FLOW RATE REQUIRED <br />HAND -WASHING FIXTURE. REFER TO <br />BY THE NUMBER OF FIXTURES <br />FLOOR PLANS AND FIXTURE SCHEDULE <br />CONNECTED TO THAT PARTICULAR <br />FOR FIXTURE TYPE, LOCATION, AND <br />MIXING VALVE. <br />SPECIFICATIONS FOR ADDITIONAL <br />INFORMATION. <br />3. FOR COUNTERTOP FIXTURES WITH <br />CASEWORK BELOW, IT IS <br />ACCEPTABLE TO LOCATE THE <br />PLUMBING FIXTURE STOP. REFER TO SPECIFICATIONS <br />MIXING VALVE, WITH ASSOCIATED <br />FOR ADDITIONAL INFORMATION (TYPICAL) <br />UNIONS AND SHUT-OFF VALVES, IN <br />THE CASEWORK BELOW FIXTURE, <br />PROVIDED THE OWNER AND <br />AUTHORITIES HAVING JURISDICTION <br />ALLOW THIS LOCATION. <br />FINISHED FLOOR <br />THERMOSTATIC MIXING VALVE PIPING DETAIL SCALE 2 <br />N.T.S. <br />HOT PIPING <br />INSULATION (AS REQUIRED) <br />HANGER MAY TOUCH PIPE. HANGERS IN <br />CONTACT WITH COPPER PIPE SHALL BE <br />COPPER OR HAVE COPPER INSERTS. <br />COLD PIPING <br />INSULATION (AS REQUIRED) <br />14 GAUGE SHIELD <br />NOTE- VAPOR BARRIER TO BE <br />CONTINUOUS AT ALL JOINTS. <br />INSULATION PIPING PROTECTION DETAIL SCALE3 <br />N.T.S. <br />NOTES: <br />1. CARRIER SHALL BE ABLE TO WITHSTAND APPLIED VERTICAL LOAD OF A MINIMUM <br />OF 250 POUNDS ON THE FRONT OF THE FIXTURE. <br />CAPPED LEVELING SCREWS <br />SETSCREWS <br />(TYPICAL) <br />LOCKING DEVICE <br />FINISHED WALL <br />r <br />SECURE TO FLOOR PER <br />SETSCREWS MANUFACTURERS REQUIREMENTS <br />TIE RODS <br />(TYPICAL) <br />IF <br />RECTANGULAR <br />STEEL UPRIGHTS <br />LAVATORY CARRIER INSTALLATION DETAIL SCALE 5 <br />N.T.S. <br />WALL MOUNTED LAVATORY -- <br />TYPICAL LAVATORY SHOWN FOR - <br />GENERAL PURPOSES ONLY. <br />RIGID EXPOSED PIPING <br />LAVATORY TRAP PRIMER SIMILAR <br />TO JR SMITH FIG. 2698-1-1/4"/1-1/2" <br />FLOOR DRAIN WITH <br />DEEP SEAL TRAP <br />SLOPE <br />CONCEALED ARM LAVATORY <br />SUPPORT WHERE SPECIFIED <br />1/2" TYPE'L' HARD COPPER PIPING <br />COUPLING CONNECTION <br />TYPE W SOFT COPPER W/ NO JOINTS <br />BELOW FLOOR ENCASE IN 4MN. <br />POLYETHYLENE TUBING. <br />LAVATORY TRAP PRIMER DETAIL SCALE 6 <br />N.T.S. <br />NOTES: <br />1. FOR TRAP -PRIMER REQUIREMENTS REF. PLAN <br />DWG,S AND SPECIFICATIONS. <br />2. PROVIDE UNDER DECK CLAMP ON THIN SLAB <br />INSTALLATIONS OF 5" OR LESS. SECURE CLAMP TO <br />DRAIN, REF. SPECIFICATIONS. <br />3. NO -HUB FOR ABOVE GRADE INSTALLATION ONLY <br />APPLY W/ BRUSH A CONT. COAT OF <br />EPDXY BONDING AGENT, (EPO BOND) <br />ALL AROUND PERIMETER OF CORE AND <br />BODY OF DRAIN ASSEMBLY. <br />EXISTING STRUCTURE.° <br />UNDER DECK -CLAMP, <br />SEE NOTE NO. 2. <br />CORE EXISTING CONCRETE FLOCR AND <br />REMOVE AREA OF FLOOR AS REQUIRED TO <br />ACCOMMODATE THE INSTALLATION OF NEW <br />FLOOR DRAIN SPECIFIED. REPLACE/PATCH <br />FLOOR CONSTRUCTION WITH 5000 PSI <br />NON -SHRINK CONCRETE. <br />WATER HAMMER <br />ARRESTORS TO BE <br />LOCATED AND SIZED <br />IN ACCORDANCE <br />WITH PLUMBING. AND <br />DRAINAGE INSTITUTE <br />STANDARD P.D.I <br />WH2O1 <br />HW AND CW DROP <br />TO FIXTURE <br />WATER SCALE HAMMER N.T.S. 8 <br />STRUCTURAL SUPPORT REQUIREMENTS <br />AND THE USE OF DOWELS SHALL BE <br />DETERMINED BY STRUCTURAL ENGINEER <br />AND/OR U.T. REPRESENTIVE BEFORE <br />STARTING WORK. <br />FLOOR DRAIN STRAINER TO BE FLUSH <br />WITH NEW FINISHED FLOOR AREA. <br />MATCH EXISTING FLOOR FINISH. <br />SLOPE NEW FINISHED FLOOR AREA <br />AROUND FLOOR DRAIN. <br />DRAIN FLANGE. <br />Ado:• <br />�4 <br />.g,�:• <br />a:" <br />TRAP -PRIMER SUPPLY, SEE NOTE NO. 1. <br />�- SUPPORT AT THIS POINT <br />DEEP SEAL "P" TRAP. <br />PROVIDE SUPPORT FOR TRAP <br />FLOOR DRAIN DETAIL SCALE 7 <br />N.T.S. <br />WALL OR FLOOR SLAB <br />PIPE OR CONDUIT <br />INSULATION -J <br />WHERE REQUIRED <br />STEEP PIPE SLEAVE <br />OAKUM PACKING <br />AROUND PIPE <br />�- SEALANT <br />NOTES: <br />USE 3M FIRE BARRIER <br />SEALANT OR EQUAL AT <br />FIRE RATED WALLS. <br />WALL PENETRATION SCALE 9 <br />DETAIL N.T.S. <br />■ <br />BOLT TO WALL AT 8" O.C. (MIN. <br />2 PLACES PER SECTION) <br />r- BOLT TO WALL <br />ALL THREADED - <br />HANGER ROD <br />LOCKING NUT - <br />HEAVY DUTY - <br />CLEVIS HANGER <br />18 GA GALVD STEEL <br />SADDLE 3 TIMES <br />PIPE DIAMETER OR <br />9" MIN LENGTH <br />— KINDORF B-905 (12 GA.) <br />1-1/2" x 1-1/2" CHANNEL <br />- - PIPE <br />KINDORF SINGLE BOLT <br />CHANNEL PIPE STRAP. <br />KINDORF B-905 (12 GA.) <br />-1/2" x 1-1/2" CHANNEL 1 <br />PIPE <br />NNEL PIPE STRAP <br />TO SUIT PIPING <br />WALL PIPE SUPPORT DETAIL SCALE 10 <br />N.T.S. <br />° INSULATION WITH <br />VAPOR BARRIER <br />PIPING <br />3/4" BYPASS <br />3/4" BYPASS <br />_-4..__ <br />3/4" WATER IN -- <br />WATER SHUT-OFF <br />SUPPLIED WITH ASSEMBLY <br />COARSE FILTER & <br />PRESSURE VESSEL ASSY. <br />MC CARTRIDGES <br />(TYP.OF 4) <br />FILTER ASSEMBLY <br />ALL THREADED <br />HANGER ROD <br />LOCKING NUT <br />SUPPORT NUT <br />�- HEAVY DUTY <br />CLEVIS HANGER <br />�- INSULATION WITH <br />VAPOR BARRIER <br />�- PIPING <br />18 GA GALVD STEEL SADDLE <br />3 TIMES PIPE DIAMETER OR <br />9" MIN LENGTH <br />PIPE HANGER DETAIL SCALE 11 <br />N.T.S. <br />NOTE: <br />PLUMBING CONTRACTOR TO PROVIDE WATTS <br />MODEL SD-3 BACKFLOW PREVENTER FOR EACH <br />EQUIPMENT WITH FILTERED WATER <br />CONNECTION. <br />MOUNT FLOOR SINK <br />FLUSH WITH FLOOR <br />FINISH <br />— — 3/8" FOUNTAIN <br />— — 3/4" CARBONATOR <br />FOUNTAIN <br />1 /4" FROZEN BEVER, <br />— — 3/8" F'REAL <br />— — } 3/8" ICE MAKER <br />— — 3/8" COFFEE <br />ER SHUT <br />— — } 1/4" CAPP. MACHINE <br />BY G.C. <br />— — 3/8" ICE MACHINE <br />IMF PRESSURE <br />VESSEL ASSEMBLY <br />WITH CARTRIDGE <br />WATER SHUT-OFF <br />SUPPLIED WITH <br />ASSEMBLY <br />NOTE: <br />TYPICAL PIPING CONFIGURATION FOR CIRCLE-K. <br />ACTUAL PIPING CONFIGURATION MAY DIFFER <br />DEPENDING ON EQUIPMENT INSTALLED. <br />SCALE <br />WATER FILTER PIPING DIAGRAM 12 <br />N.T.S. <br />DWV-COPPER INDIRECT WASTE <br />PIPING FROM KITCHEN EQUIPMENT. <br />AI R GAP <br />PER CODE <br />2" MIN. <br />ONE-HALF FLOOR <br />GRATE. <br />ANTI -SPLASH BOTTOM <br />DOME STRAINER. <br />3" OR 4"HUB OUTLET <br />INDIRECT WASTE TO FLOOR SINK DETAIL SCALE 13 <br />N.T.S. <br />M <br />O <br />0 <br />� <br />g <br />w <br />� <br />a. <br />7- <br />o <br />LL <br />Mn <br />D <br />12 <br />0 <br />z <br />INFINITY ENGINEERING <br />GROUP, LLC <br />1208 East Kennedy Boulevard <br />Suite 230 <br />Tampa, Florida 33602 <br />[p]: 813.434.4770 <br />[f]: 813.445.4211 <br />www.iegroup.net <br />Cert. of Auth. No. 27889 J <br />Client Name and Address <br />1201 OAKFIELD DRIVE, NO. 109 <br />BRANDON, FLORIDA 33509 <br />RICH KIM A , P.E. <br />F R G. 9067 <br />T., 2 G <br />4./ <br />Date <br />U) <br />N <br />� <br />J <br />M <br />J <br />LL <br />he <br />J <br />2 <br />W <br />Q <br />J <br />V <br />a <br />w <br />N <br />Z <br />J <br />m <br />y <br />N <br />rQrn <br />V <br />N <br />i <br />a <br />c° <br />a <br />co <br />4) <br />z <br />d <br />2 <br />a <br />Project No. <br />Sheet <br />140-88.00 <br />P-003 <br />Date <br />05/03/2019 <br />Scale <br />k. AS NOTED <br />