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w�S <br />a <br />u <br />GENERAL PLUMBING NOTES <br />PLUMBING FIXTURES SHALL COMPLY WITH (F.B.C. 2010 PLUMBING TABLE 604.4) <br />NO HOT WATER WITH A TEMPERATURE HIGHER THAN 140' TO DISCHARGE INTO SANITARY. <br />DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED, REFER TO ARCHITECTURAL <br />THE DEVELOPED LENGTH OF HOT WATER PIPING FROM THE SOURCE OF HOT WATER <br />PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, EQUIPMENT, <br />SUPPLY TO THE FARTHEST FIXTURE SHALL BE LESS THAN 100 FT. <br />ETC. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED <br />FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION. <br />RESTROOMS SHALL COMPLY WITH (F.B.C. 2010 BUILDING SECTION 13-412.1.ABC.2.5.2) <br />ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST EDITIONS OF THE NATIONAL, <br />THE HOT WATER SUPPLY TO ANY FIXTURE REQUIRING HOT WATER SHALL BE INSTALLED <br />STATE, AND ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. <br />ON THE LEFT SIDE OF THE FIXTURE. (F.B.C. 2010 PLUMBING 607.4) <br />THE PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE <br />ALL INDIRECT WASTE PIPING SHALL DISCHARGE THROUGH AN AIR GAP OR AIR BREAK <br />THEMSELVES WITH ALL EXISTING CONDITIONS. ALL EXCAVATION AND BACKFILL AS <br />INTO A WASTE RECEPTOR OR STANDPIPE. WASTE RECEPTORS AND STANDPIPES SHALL <br />REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT. <br />BE TRAPPED AND VENTED AND SHALL CONNECT TO THE BUILDING DRAINAGE SYSTEM. <br />ALL INDIRECT WASTE PIPING THAT EXCEEDS 2 FT IN DEVELOPED LENGTH MEASURED <br />ALL MATERIALS SHALL BE NEW AND FREE OF NOTICEABLE DEFECTS. <br />HORIZONTALLY, OR 4 FT IN TOTAL DEVELOPED LENGTH, SHALL BE TRAPPED. (F.B.C. <br />2010 PLUMBING 802.2) <br />ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR AND IN A <br />FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY <br />ALL DEVICES INTENDED TO SERVE SOME SPECIAL FUNCTION AND THAT CONNECT TO THE <br />OPERATIVE AND ACCEPTED BY THE ENGINEER/ARCHITECT AS SUCH. <br />WATER SUPPLY SYSTEM SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW AND <br />CONTAMINATION OF THE WATER SUPPLY SYSTEM. (F.B.C. 2010 PLUMBING 608.3) <br />ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH <br />THE PROGRESS OF CONSTRUCTION. <br />NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS <br />VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO THE START <br />MATTER AND, DISINFECTED PRIOR TO UTILIZATION. (F.B.C. 2010 PLUMBING 610.1) <br />OF CONSTRUCTION. IMMEDIATELY ADVISE THE ENGINEER/ARCHITECT OF ANY <br />DISCREPANCIES. ALL EXISTING PLUMBING SHOWN ON THE PLANS IS ESTIMATED AND MAY <br />HOT WATER AND DRAIN PIPES UNDER SINKS AND/OR LAVATORIES SHALL BE INSULATED <br />NOT BE IN THE SAME LOCATION AS SHOWN, CONTRACTOR MUST VERIFY EXISTING <br />OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT, THERE SHALL BE NO <br />PLUMBING PRIOR TO COMMENCING WORK. <br />SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. (F.B.C. 2010 BUILDING 11-4.19.4 <br />PROVIDE A MINIMUM PITCH OF 1/8" FOR 3" OR LARGER PIPES, 1/4' PITCH FOR LESS <br />& 11-4.24.6) <br />THAN 3" PIPES. <br />PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. <br />SHUTOFF VALVE SHALL BE INSTALLED ON THE WATER SUPPLY PIPE TO EACH APPLIANCE <br />OR MECHANICAL EQUIPMENT AS PER (F.B.C. 2010 PLUMBING 606.2.3) <br />PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. <br />AN OPEN VENT TERMINAL FROM A DRAIGAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY <br />A WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK — CLOSING VALVES <br />BENEATH ANY DOOR, OPENABLE WINDOW, OR OTHER AIR INTAKE OPENING OF THE <br />ARE UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED <br />BUILDING OR OF AN ADJACENT BUILDING, AND ANY SUCH VENT TERMINAL SHALL NOT <br />WITHIN AN EFFECTIVE RANGE OF THE QUICK — CLOSING VALVE. ACCESS SHALL BE <br />BE WITHIN 10 FEET HORIZONTALLY OF SUCH AN OPENING UNLESS IT IS AT LEAST 2 <br />PROVIDED TO WATER HAMMER ARRESTORS. <br />FEET ABOVE THE TOP OF SUCH OPENING. (F.B.C. 2010 PLUMBING 904.5) <br />PROVIDE 1/2' COLD WATER TRAP PRIMER FOR ALL DRAINS FROM THE NEAREST <br />PLUMBING FIXTURE, WHERE APPLICABLE. <br />I— — — — — — — — — — — — — — — <br />L— — — — — — — — — — — — — — J <br />MESH REINF. PLAN - <br />TYPE B-1 CAST IRON MANHOLE FRAME #5 ® 7" CC TRAFFIC LID 7" THICK <br />AND COVER, LABELED "GREASE TRAP" <br />(FRAME 110 Ibs., COVER 130 Ibs.) ON <br />MINIMUM 3 COURSES OF BRICK (MANWAY /#4 CAD 9" C.C. <br />EXTENSION) TO FINISHED GRADE. <br />12" <br />° a <br />r7 I N FLU ENT �' t <br />I — — <br />2 1 f2„ <br />D <br />$„ <br />ELEVATION <br />FINISHED GRADE <br />1'-6" <br />ALL AROUND <br />-2—#5 ALL AROUND <br />EFFLUENT <br />PROVIDE UPSTREAM AND DOWNSTREAM <br />CLEANOUT (SEE DETAIL) AND ADDITIONAL <br />EFFLUENT CLEANOUT WHEN REQUIRED BY <br />DERM, ETC. <br />PRE -CAST GREASE INTERCEPTOR (TRAP) DETAIL <br />N.T.S. <br />TEST COCK (TYPICAL) SHUT—OFF VALVE <br />STRAINER (TYPICAL) <br />� SUPPLY <br />� TO TO BUILDING <br />REDUCED PRESSURE <br />BACKFLOW PREVENTER <br />DOUBLE CHECK VALVE <br />"WATTS" SERIES #909 <br />GRADE <br />SUPPORT AS <br />REQUIRED <br />CW SUPPLY LINE <br />NOTES: <br />1. VERIFY LOCATIONS OF EXISTING WATER AND SANITARY SUPPLY CONNECTION POINTS WITH CITY OR LOCATE ON EXISTING SITE. <br />2. VERIFY EXISTING SIZES AND INVERTS OF EXISTING UTILITIES PRIOR TO INSTALLATION OF NEW WATER AND SANITARY LINES. <br />3. ALL INTERIOR POTABLE WATER SERVICE PIPING TO BE COPPER TYPE K OR L ANY SUBSTITUTIONS MUST BE APPROVED BY ENGINEER. <br />4. ALL HOSE BIBBS TO HAVE SHUT OFF VALVES AND VACUUM BREAKERS. <br />5. MAIN WATER SERVICE TO BE SIZED PER PLANS. <br />BACK FLOW PREVENTER <br />NTS <br />PIPE MAY EXTEND I I <br />AS WASTE OR VENT. <br />PROVIDE CLEANOUT TEE I I <br />WITH SCREWED COUNTER— I I <br />SUNK ABS PLASTIC PLUG: I I <br />TAPERED —THREAD WITH J <br />TFE JOINT COMPOUND. —„—_ <br />WHERE CLEANOUT TEE 11 <br />IS CONCEALED IN A <br />CHASE OR PARTITION, I i <br />PROVIDE A ROUND 18 I I <br />GAUGE STAINLESS STEEL I I <br />COVER WITH BEVELED I I <br />EDGES AND FLATHEAD I I <br />MACHINE SCREW. I I <br />I I <br />.. , d d <br />..• <br />CONCRETE HUB AT FLOOR <br />FLOOR RISER LENGTH <br />SLAB. AS REQUIRED <br />CLEANOUT <br />FACE SHALL <br />BE WITHIN <br />4" OF WALL <br />SURFACE. <br />PROVIDE <br />EXTENSION <br />IF REQUIRED. <br />LONG SWEEP AT END OF LINE <br />OR COMBINATION WYE AND <br />EIGHTH BEND IN ---- ��-7\ DIRECTION <br />RUN OF LINE. II I I <br />_--- �J OF FLOW <br />WALL CLEANOUT <br />NTS <br />NOTE, HANGER SPACING SHALL CONFORM TO TABLE 308.5 (F.B.C. 2010 PLUMBING) <br />HANGER LOCKING NUT <br />SUPPORT NUT ~— ROD �� �� SUPPORT NUT <br />HEAVY DUTY CLEVIS HEAVY DUTY CLEVIS <br />HANGER HANGER <br />PIPE VAPOR BARRIER <br />INSULATION <br />. . .� . . 16 GAUGE ZINC COATED <br />SHEET STEEL SADDLE AT <br />CLEVIS HANGER LEAST 8" LONG <br />SINGLE H❑RIZ❑NTAL RUNS <br />NO VAPOR BARRIER INSULATI❑N CLEVIS HANGER <br />SINGLE H❑RIZ❑NTAL RUNS <br />WITH VAPOR BARRIER INSULATI❑N <br />WELDS WEB MEMBERS ONE ANGLE ON EACH <br />HANGER NUT SIDE OF WEB MEMBERS <br />REST ON TOP OF <br />BOTTOM CHORDS STEEL <br />BENT STRAP 1-1/2" JOISTS BETWEEN PANEL <br />3/16" OVER VERT. <br />LESS OF ANGLES POINTS. SIZE FOR LOAD <br />BOTTOM CHORDS <br />OF STEEL JOIST STEEL J❑IST <br />HEAVY DUTY CONCRETE <br />STEEL INSERT WITH <br />ELONGATED STRAP <br />00 —00 <br />0 <br />—, °^ g °iO , , <br />°�8° $°_$0 e.8° 00 0 BEAM <br />°aa—a A '°—°e�e <br />. ,. a <br />oa a ap—a °ap—aa— p <br />a— — <br />BEAM CLAMP <br />INSERT NUT HANGER ROD <br />CONCRETE INSERT = <br />STEEL BEAM — CHANGER ROD. <br />= SIZE AS REG. <br />PIPE SUPPORT DETAIL <br />(FOR SANITARY & WATER PIPING) NTS <br />GAS NOTES &CALCULATIONS <br />EXPOSED GAS PIPING SHALL BE IDENTIFIED BY A YELLOW <br />LABEL MARKED "GAS" IN BLACK LETTERS. THE MARKING <br />SHALL BE SPACED AT INTERVALS NOT EXCEEDING 5 <br />FEET. *NOT REQUIRED ON STEEL PIPE OR PIPE LOCATED <br />IN SAME ROOM AS EQUIPMENT SERVED. <br />GAS PIPING TO BE INSTALLED BY LICENSED CONTRACTOR <br />UNDERGROUND GAS PIPING <br />TABLE 402.4(20) — NATURAL (F.B.C. 2010 FUEL GAS) <br />POLYETHYLENE PLASTIC PIPE <br />INLET PRESSURE: 2.0 P.S.I. <br />PRESSURE DROP: 1.0 P.S.I. <br />SPECIFIC GRAVITY: 0.60 <br />ABOVEGROUND GAS PIPING <br />TABLE 402.4(3) — NATURAL (F.B.C. 2010 FUEL GAS) <br />SCHEDULE 40 METALLIC PIPE <br />INLET PRESSURE: 2.0 P.S.I. <br />PRESSURE DROP: 1.0 P.S.I. <br />SPECIFIC GRAVITY: 0.60 <br />CONNECT TO THE EXISTIP <br />SANITARY LINE, CONTRACT <br />TO VERIFY EXACT SIZE <br />AND LOCATION 0 SITE. <br />SANITARY & GREASE <br />SOMETRIC <br />4' SANITARY LINE <br />CAP STUBBED UP & <br />CONNECT TO THE MAIN <br />8� CITY WATER SLINE,VERIFY <br />/ <br />0j511!�%' <br />LOCATION 0 SITE. <br />NOTE: <br />' <br />COORDINATE TRENCHING <br />FOR NEW 2" CW WATER <br />`. <br />LINE WITH NEW 6" <br />NEW 2" LINE <br />FIRE SPRINKLER LINE. <br />TO BE INSTALLED <br />> <br />BY CITY OF ZEPHYRHILLS <br />/ <br />\ <br />2' BACKFLOW <br />WATER <br />���' <br />�� PREVENTER <br />METER <br />12" <br />iCw <br />��. C <br />2" WATER LINE STUBBED <br />UP & CAPPED ABOVE <br />CEILING FOR FUTURE USE <br />WATER ISOMETRIC - <br />SCALE: N.T.S. <br />SHUT—OFF <br />VALVE 2 / <br />NEW GAS METER <br />TO BE INSTALLED G� U I <br />BY GAS COMPANY <br />I <br />NOTE: 2" GAS LINE STUBBED of <br />ALL UNDERGROUND GAS PIPING SHALL &CAPPED ABOVE <br />BE POLYETHYLENE PLASTIC PIPE. CEILING <br />ALL ABOVEGROUND GAS PIPING SHALL I �' <br />BE SCHEDULE 40 METALLIC PIPE. V �' <br />GAS VALVES TO BE <br />READILY ACCESSIBLE <br />GAS CONTRACTOR TO VERIFY ALL THE <br />EQUIPMENT SPECIFICATIONS PRIOR TO <br />INSTALLATION AND TO NOTIFY <br />ENGINEER WITH ANY DISCREPANCIES <br />GAS ISOMETRIC <br />SCALE: N.T.S. <br />4' GREASE LINE <br />STUBBED UP.& <br />CAPPED FOR <br />FUTURE USE <br />MIN. SLOPE <br />(INCH PER FOOT) <br />2 1/2 OR LESS <br />1/4 <br />3 TO 6 <br />1/8 <br />8 OR LARGER <br />1/16 <br />REVISIONS <br />DESCRIPTION <br />DATE <br />Z <br />Z <br />Q cp <br />y <br />e.r <br />C`1 <br />C� 11 j a' <br />naid' <br />cis <br />cat <br />Q � <br />IY <br />V <br />Z <br />0 <br />CD <br />W <br />W N <br />Z <br />CD N <br />p <br />c0 <br />w N CD00 <br />Ln <br />rn <br />d <br />c � Ld <br />O <br />°° <br />J > 0 <br />LL <br />ui <br />m rr) p <br />J <br />�Q CDU <br />Z <br />Q <br />F- n <br />W <br />< <br />a— <br />Z <br />Z aJo <br />Q ~�L <br />Ln <br />D <br />m <br />QW <br />Q I <br />D <br />3:Q� <br />CD <br />�' <br />IY <br />Of <br />w <br />U <br />�w <br />J <br />W <br />r <br />■ <br />0 <br />M <br />WcoJ <br />--i <br />M <br />�"L <br />m <br />T_ _j <br />4t <br />VJ <br />J <br />J <br />W <br />LL V <br />W <br />Q N <br />Z <br />U <br />...L� <br />W <br />N <br />SCALE: <br />AS NOTED <br />DRAWN <br />BY: NR <br />CHECKED BY: <br />PRINT DATE: 10.15.2012 <br />P-2 <br />