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11-32-020MAXIMUM FLOW RATES AND CONSUMPTION FOR PLUMBING FIXTURES, FIXTURE FITTINGS AND APPLIANCES LAVATORY FAUCET 1.5 GPM AT 60 PSI SHOWER HEAD 1.5 GPM AT 80 PSI SINK FAUCET 1.5 GPM AT 60 PSI WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE DISHWASHER (RESIDENTIAL) 1.28 GALLONS PER CYCLE OR LESS FCO ®--- (ENERGY STAR /WATER SENSE CERTIFIED) (c) WASHING MACHINE WATER FACTOR OF 8 OR LOWER (61 (ENERGY STAR /WATER SENSE CERTIFIED) (c) FOR Sk 1 GALLON = 3.785L 1 GALLON PER MINUTE = 3.785L/m 1 GALLON PER SQAURE INCH = 6.895 kPo. 3/4" COLD WATER PIPE PLUMBING LEGEND: SYMBOL DESCRIPTION CONN. SIZE SANITARY PIPE. — — — — VENT LINE. — • — • — COLD WATER LINE. — - - — HOT WATER LINE. CTG ®--- CLEAN —OUT TO GRADE. FCO ®--- FLOOR CLEAN —OUT. WCOh oil WCO WALL CLEAN —OUT (61 PRESS. & TEMP. RELIEF VALVE — PT — PRESS. & TEMP. RELIEF LINE. ---I I �-- UNION ® FLOOR DRAIN JIL VTR VENT THRU ROOF — oo — CONDENSATE DRAINAGE LINE ---�— GATE VALVE -- CHECK VALVE • F.EX FIRE EXTINGUISHER ON WALL BRACKET (2A -10BC) +—> HOSE BIBB W/ VACUUM BRAKER F-� C FIRE ESTINGUISHER IN CABINET (2A -108C) Y PIPE FLOOR PENETRATION VB VACUUN BREAKER VTV VALVE IN VERTICAL VTR VENT THRU ROOF AFF ABOVE FINISHED FLOOR LEVEL O--C— WATER HAMMER ARRESTOR W _ .W-3: 3/4" HOT WATER PIPE TO SYSTEM WATER HAMMER ARRESTOR (TYP.) «p'. .. PLUMBING GENERAL-- NOTES A. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS ANI{ EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE PLUMBING SYSTEM! IN --- ACCORDANCE WITH THESE DRAWINGS, THE APPLICABLE EDITION OF THE FLORIDA BUILDING 2007 CODE, ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES AND ORDINANCES. B. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COST INCIDENTAL TO THE COMPLETION FROM THE LOCAL INSNE(,11UN AUTHORITY SHALL BE FURNISHED TO THE OWNER. C. ALL MATERIALS AND EQUIPMENT SHALL BE NEW, OF U.S. MANUFACTURER AND OF GOOD QUALITY OF RESPECTIVE KIND AND GRADE, AND MUST BE FURNISHED SO AS TO PREVENT ANY DELAY IN THE PROGRESS OF THE WORK. ALL WORK THROUGHOUT SHALL BE PERFORMED IN A WORKMAN LIKE MANNER BY SUFFICIENT NUMBERS OF SKILLED WORKMEN. D. CONTRACTOR SHALL VISIT THE SITE AND REVIEW ALL PERTINENT UTILITY DRAWINGS TO FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL EXISTING AND OR PROPOSED UTILITY STUB OUTS, PIPING, EQUIPMENT, ETC., AND MAKE DUE ALLOWANCES FOR ANY CONDITION AFFECTING HIS WORK. E. ALL UNDERGROUND SANITARY AND STORM DRAINAGE PIPING AND FITTINGS SHALL BE PVGDWV (ASTM D- 2662/D- 3034). F. ALL ABOVE GROUND SANITARY AND STORM DRAINAGE BRANCH, VENT PIPES AND FITTINGS SHALL BE PVGDWV (ASTM D- 2662/D- 3034). G. ALL UNDERGROUND WATER PIPING SHALL BE COPPER TYPE 'K' (ASTM B) ALL ABOVE GROUND PIPING SHALL BE COPPER TYPE 'L' (ASTM B -306). H. ALL HOT WATER PRESSURE AND TEMPERATURE RELIEF PIPING SHALL BE COPPER TYPE 'K' (ASTM B -306). 1. ALL AIR CONDITIONING CONDENSATE DRAINAGE PIPING SHALL BE DCH. 40 PVC (ASTM D- 2662). EXCEPT WHEN INSTALLED IN RETURN AIR PLENUM WHERE COPPER 'DWV' OR EQUIVALENT MUST BE USED. J. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESSORIES SUCH AS STOP VALVES P— TRAPS, SUPPORTS, P & T VALVES, ETC., AS REQUIRED. ALL EXPOSED PIPING AT FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE. PROVIDE SHUTOFF VALVES AND UNIONS TO ALL FIXTURES, ETC., REQUIRING WATER SUPPLY. PROVIDE DIELECTRIC COUPLINGS AS REQUIRED. FOR ALL COPPER— PIPING CONTRACTOR MUST USE 95/5 SOLDER. PROVIDE WATER HAMMER ARRESTER TO EACH FIXTURE AS REQUIRED. ' K. PROVIDE CLEANOUTS (WITH CHROME PLATED WALL OR FLOOR ACCESS FRAMES AND COVERS AS REQUIRED) AT THE BASE OF ALL WASTE AND /OR VENT'S PROVIDE PITCH PANS AND LEAD FLASHING FOR ALL SANITARY SYSTEM VENTS. L. ALL HORIZONTAL WASTE PIPING SHALL BE SLOPED AT 1/8" PER FOOT, U.O.N. M. CONTRACTOR SHALL VERIFY SLOPE AND DEPTHS AND LOCATIONS OF CONNECTION POINTS TO EXISTING PRESSURE OR DRAINAGE LINES BEFORE STARTING WORK. NOTE — SEPTIC TANK INLET. WATER HAMMER ARRESTER SCHEDULE MARK *P.D.I SIZE CONN. SIZE QA (1 — 11 F.U.) 1/2" © (12 — 32 F.U.) 3/4" © (33 — 60 F.U.) 1 " 1 (61 — 113 F.U.) 1" ED (114 — 154 F.U.) 1" I (155 — 330 F.U.) 1" 'PLUMBING AND DRAINAGE INSTITUTE STANDARD WH -201 NOTES: 1. RUN 1 -1/2" PIPED %" FT. FIXTURE ARM 2. RUN 2" PIPE ® V FT. 3. RUN 3" PIPE ® 1/8- FT. 4. RUN 4" PIPE ® 1/8- FT. 5. PROVIDE CLEANOUT AT BASE OF EACH SOIL AND WASTE STACK. 6. SHOWERS & TUBS VALVES TO BE ANTI —SCALD TYPE. 7. INSTALL CW AT RIGHT SIDE OF FIXTURES. PROVIDE WATER HAMMER ARRESTORS. B. INSTALL HW AT LEFT SIDE OF FIXTURES. PROVIDE WATER HAMMER ARRESTOR. PLUMBING FIXTURE CONNECTION SCHEDULE WATER TOTAL MARK DESCRIPTION DRAIN COLD HOT SLOPE REMARKS FU OTY. FU WC WATER CLOSET 4" 1/2" N/A 3' & 4' O 1/8" FT — 3 2 6 L LAVATORY 1-1/2" 1/2- 1/2- 1-1/2- O 1/4" FT — 1 3 S- TUB BATHTUB 2" 1/2" 1/2" 2" O 1/4" FT W /ANTI — SCALD VALVES 2 - •I. 2 SH SHOWER 2" 1/2" 1/2- 2" O 1/4' FT W /ANTI — SCALD VALVES 2 1 2 - W _ .W-3: OLL Lu W J LL O SK SINK 1 -1/2- 1/2" 1/2- 1 -1/2" O 1/4" FT 2 1 2 DW DISHWASHER 1" N/A 1/2" N/A CONNECT TO G.D. 1 WM WASHING MACHINE 2" 1/2" 1/2" 2" O 1/4• FT PROVIDE WM BOX W/ (2) 1/2- HB & 2- DRAIN 2 1 2 REF REFRIGERATOR N/A 1/2" N/A N/A ICE MAKER CONNECTION N/A N/A N/A IWH INSTANT WATER HEATER N/A 3/4" 3/4" N/A 190000 BTUH N/A 1 N/A TOTAL 17 PERFORATED VENT CAP 12" MIN. ABOVE TOP OF CD PAN 2" ELBOW TEE C.O. PLUG CONNECTION A.H.U. ELECTRIC N TANKLESS WATER HEATER DISCHARGE + �Lj MIN. 12" N UNION AUXILIARY DRAIN N �- PAN a FROM BUILDING I 2" I NOTES: 1 _ A. SLOPE DRAIN LINE TO CONDENSATE RECEPTOR (MIN y8 PER FOOT) r° o B. DRAIN LINE SHALL BE COPPER TYPE "L" AND INSULATED O a C. TSP = FAN TOTAL STATIC PRESSURE 3/4" HOT WATER U D. PROVIDE CONDENSAT OVERFLOW SAFTEY SWITCH TO TURN OFF SHUT -OFF PIPE THE UNIT IF DRAIN PAN APPROACHES OVERFLOW. VAVLE. T\ T �JION (TYP.) ELECTRIC TANKLESS WATER HEATER 1" =1' -0" 2 P2.0 CONDENSATION TRAP DETAIL 1" =1' -0" .y _^ yJ _ A13CM1 IS `- COLTRAIN AND JONES ARCHITECTS, P.A. AA 26000922 TELEPHONE (305) 28567231 FAX (305) 285 -6722 535 SW 8 ST. SUITE 100 MIAMI, FL. 33130 DESIGN I CONSTRUCTION ADMINISTRATION BUILDING INSPECTIONS I CAD PRODUCTION CONSULTANT/ NOTES APPROVALS /REVISIONS DATE SEAL: ell ze r Mark A Coltrain AR 0013380 Richard K. Jones, AIA AR 0015755 SHEET TITLE: SCHEDULES AND DETAILS Job No. Drawing No. I Drawn By: J.R.0 Date Plotted: Scale: (VARIES — SEE DRAWING) P2.0 .2 kr+, a a v a dt i 1 r � i:. Y 3 Hers.• W z 0 W lill- Q U > d' z OWE W LLI C) Q 0 Lo ( N W _ .W-3: OLL Lu W J LL O SEAL: ell ze r Mark A Coltrain AR 0013380 Richard K. Jones, AIA AR 0015755 SHEET TITLE: SCHEDULES AND DETAILS Job No. Drawing No. I Drawn By: J.R.0 Date Plotted: Scale: (VARIES — SEE DRAWING) P2.0 .2 kr+, a a v a dt i 1 r � i:. Y 3 Hers.•