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09-589-034WATEF NTS EACH A.A. V SHALL HE ACCESSIHZE FOR SZ-RV /CE OR REPA IR AND Z OCATED AS PER FHC PZ UM91NC 9175 TOP CABINETS J, CABINET �J 4 - M /N. AH 2 VLF THE 1'10R1Z01V7,4 BRANCH O1F,41N AS ER FHC o PZ UMH11V6 P774 \_ 4" TOE REVEAL. TYP. FIXTURE CONNECTION SCHEDULE SYMBOL FIXTURE TYPE WASTE C.W. H.W. DESCRIPTION WC WATER CLOSET 3" 1/2" LAV LAVATORY 2" 112" — z EWC ELECTRICAL WATER COOLER — 112" — CAR –W CAR WASH. AREA(HB) 1/2" wQ NOTES: – MINIMUM SIZE OF ALL PLUMBING DRAIN LINE BELOW FLOOR 2 INCHES – ALL TRAPS SHALL BE CONSISTENT WITH FIXTURE OUTLET SIZE WATEF NTS EACH A.A. V SHALL HE ACCESSIHZE FOR SZ-RV /CE OR REPA IR AND Z OCATED AS PER FHC PZ UM91NC 9175 TOP CABINETS J, CABINET �J 4 - M /N. AH 2 VLF THE 1'10R1Z01V7,4 BRANCH O1F,41N AS ER FHC o PZ UMH11V6 P774 \_ 4" TOE REVEAL. TYP. LOCATiON OF AR ADVTTANCE Q VALVE(A.A.V.) N TS 1 -112" FROM WATER METER SEE SITE PLAN FOR LOCATION NOTE: ALL SANITARY LINES SF 2" � @ 1/4" SLOPE PE 3" 0 AND LARGER ® 1, TARY RISER I` S� s� GENERAL PLUMBING NOTES 1– ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND WITH ALL APPLICABLE REGULATIONS. 2– CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL CONSTRUCTION DOCUMENTS INCLUDING ARCHITECTURAL, ELECTRICAL, HVAC, AND STRUCTURAL DISCIPLINES, PRIOR TO BIDDING. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. ADJUSTMENTS IN THE PLUMBING SYSTEM TO ACCOMMODATE OTHER DISCIPLINES SHOULD BE EXPECTED, AND SHALL NOT REPRESENT ADDITIONAL COSTS TO OWNER. 3– CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS, AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO PAY ALL THE INSPECTION FEES AS MAY REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS, RULES OR ORDINANCES. 4– CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL PLUMBING SYSTEM PIPING BEFORE STARTING ANY WORK. NOTIFY ARCHITECT /ENGINEER OF ANY DEVIATIONS FROM DESIGN DRAWINGS. 5– THE COMPLETED INSTALLATION SHALL BE FULLY GUARANTEED AGAINST DEFECTIVE MATERIALS AND /OR IMPROPER WORKMANSHIP FOR A MINIMUM OF ONE YEAR FOR MATERIAL AND LABOR. 6– CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. 7– CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR AND MATERIALS FOR A COMPLETE JOB, EVERYTHING CONNECTED READY FOR USE. 8– PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS REQUIRED BY CODE. TEST SHALL BE WITNESSED AND APPROVED BY PROPER AUTHORITIES. 9– CONTRACTOR SHALL KEEP ACCURATE AS –BUILT DRAWINGS ON THE FIELD AND PROVIDE THEM TO OWNER ONCE JOB IS COMPLETE. 10– FIXTURES SHALL BE AS SELECTED BY OWNER AND SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. FIXTURES SHALL BE COMPLETE WITH DRAINS, TRAPS, SUPPLIES AND ANY OTHER ACCESSORY REQUIRED. FIXTURES AND FAUCETS SHALL rnkAP1 V M/ITW TWF F R r' WATCD C1 \AM(` 0TAK1nA0nc 11–ALL AUTOMATIC ELECTRIC WATER HEATERS SHALL MEET THE STANDARDS OF THE LATEST ENERGY EFFICIENCY CODE. 12– ALL HORIZONTAL SANITARY PIPING SHALL SLOPE AT 1/8" PER FOOT MINIMUM FOR 3" AND LARGER AND AT 1/4" SLOPE FOR 2 1/2" PIPES AND SMALLER. 13– ALL PIPES TO DISCHARGE MINIMUM 12" FROM STRUCTURE. 14–ALL OUTDOORS FLOOR CLEAN OUTS SHALL BE TERMINATED UP TO GRADE AND SHALL BE MARKED. 15–PROVIDE WALL CLEANOUTS AT THE BASE OF EVERY STACK. 16– MATERIALS a– COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE TYPE "L" COOPER BELOW GROUND AND TYPE "M" COOPER ABOVE GROUND. b– COLD WATER PIPES INSIDE OF SLAB SHALL BE TYPE "K" SOFT COOPER. INSTALL INSIDE POLYETHYLENE CONDUIT. NO JOINS PERMITTED INSIDE SLAB. c– SANITARY WASTE AND VENT, AND STORM LINES INSIDE BUILDING SHALL BE PVC SCHEDULE 40. d– CONDENSATE DRAIN LINES SHALL BE SCHEDULE 40, PVC PIPE AND FITTINGS. 17– ALL PIPE THAT PASSES UNDER FOOTING OR THROUGH A FOUNDATION WALL SHALL BE PROTECTED BY SLEEVE PIPE (TWO PIPES SIZES GREATER) AS PER PLUMBING F.B.C. 305.5 18–PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING CONDENSATE DRAIN AND TRAP. SEE AIR CONDITIONING PLANS FOR LOCATION OF UNITS AND DRAINS. 19–ALL CEILING PENETRATIONS, JOINTS, do CRACKS SHALL BE CAULKED, GASKETED, WEATHER STRIPPED OR OTHERWISE SEALED TO AVOID ADDITIONAL CONDITIONED AIR TO GO INTO ATTIC SPACE. P UMB B PLAN 1/4 71 = 1 1� �a� ©oma6oa Pa��I�Om� aaa��oo6oa P.E. No 53288 Jose Antonio Mendez_ Professional Engineer W Q p IT Q 9 p11OffaMMa111MGla 1395 Coral Way Suite #203 Miami, FL 33145 G.'Op CONCEPT D E SIG N S T U D 1 0 ANA MARIA BEEBE DESIGN CONSULTANT 10773 NW 58TH ST, #115 MIAMI, FL 33178 TEL. (786)367.1371 ABEEBE ©CDESIGN STUDIO. NET 2 DERM COMMENTS 9-15 -09 T.T. 5=3 L.0 U 4� z Z Z J fl. Q m ry z UN N W w H U W LL` � N Z So � WoL0 _ N _J LL J m = N Qr^ O 0 1i _< p V/ u) 1 Signed and Sealed by: GABRIEL SALAZAR AR # 0009297 Job No 09 -004 Project Manager AMR Drawn by AMR Scale AS INDICATED Date FEB 2009 SHEET No. P - -1 z 0 Q O z w wQ �.w U) r'r QQ W LLJ Z li W LL D 0 Ln .- 5=3 L.0 U 4� z Z Z J fl. Q m ry z UN N W w H U W LL` � N Z So � WoL0 _ N _J LL J m = N Qr^ O 0 1i _< p V/ u) 1 Signed and Sealed by: GABRIEL SALAZAR AR # 0009297 Job No 09 -004 Project Manager AMR Drawn by AMR Scale AS INDICATED Date FEB 2009 SHEET No. P - -1