7920 Gall Blvd (4) - Laserfiche WebLink

Browse Search

PVC WASTE LINE LENGTH TO SUIT BRONZE CLEANOUT PLUG W/COUNTER SUNK HEAD FINISHED GRADE 16" SQUARE CONCRETE PAD. TWO WAY CLEANOUT R&G SLOAN PVC PART NO.3724 WASTE LINE Exterior Cleanout Detail (ECO) SCALE:NTS _I_ L \\8-1 ') B 2 ,( B-3) B-4 1 f,\ B-5 ; B-6�B-7 �} B-8 B 9 �B 10 (B-11) REAR LEFT RIGHT 1 Plumbing Floor Plan NScale 1/8"=1'-0" FRONT PLUMBING EQUIPMENT SCHEDULE MARK EQUIPMENT MANUFACTURER MODEL# PIPE SIZE DESCRIPTION DESCRIPTION CW HW WASTE -VENT CO-1 EXTERIOR 2-WAY ZURN ZN-1400-HD _ - SEE PLANS HEAVY TRAFFIC AREA EXTERIOR CLEANOUT WITH ACCESS CLEAN -OUT HEAVY TRAFFIC COVER AND TWO-WAY FITTING. SEE PLAN FOR PIPE SIZE CONNECTION. BRASS HOSE BIBB WITH POLISHED CHROME FINISH, HB-1 HOSE BIBB WOODFORD B24 3/4" - _ VANDAL PROOF VACUUM BREAKER BACK FLOW PREVENTER, 3/4-INCH MALE HOSE THREAD, WHEEL HANDLE ENCLOSED IN BRASS CASTING CHROME PLATED LOCKING RECESSED BOX OPERATED BY LOOSE KEY. PIPING MATERIAL SCHEDULE SERVICE SIZE MATERIAL SCHEDULE/TYPE INSULATION REMARKS TYPE THICK DOMESTIC COLD WATER ALL COPPER TYPE L FG 1" ALL SERVICE JACKETS SANITARY BELOW GRADE ALL C.I.OR PVC SERVICE WEIGHT NONE -- NO HUB SANITARY ABOVE SLAB ALL C.I.OR PVC SERVICE WEIGHT NONEA - NO HUB I NOTES: 1. WASTE AND VENT PIPING IN OFFICE PLUNUM SPACE SHALL BE SERVICE WEIGHT CAST IRON, NO HUB. PLUMBING GENERAL NOTES 1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND GOVERNING AUTHORITIES. I.E.=FLORIDA BUILDING CODE 2004 - PLUMBING. 2. ALL SANITARY PIPING SHALL HAVE A 1/8" PER FOOT SLOPE UNLESS OTHERWISE NOTED. ALL STORM WATER PIPING SHALL HAVE A 1/8" PER FOOT, MINIMUM, HORIZONTAL SLOPE UNLESS OTHERWISE INDICATED. 3. VALVES AND FITTINGS SHALL BE OF SAME SIZE OF LINE ON WHICH THEY ARE LOCATED, UNLESS OTHERWISE INDICATED ON DRAWINGS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING AND PENETRATIONS. 5. ALL WATER SUPPLY AND SANITARY LINES SHALL BE RUN AS CLOSE TO PLANS AS POSSIBLE WITH NO CHANGES IN SIZING. 6. CHANGES IN THE DIRECTION OF SANITARY AND STORM DRAIN PIPING SHALL NOT BE MADE WITH FITTINGS WHICH WILL CAUSE EXCESSIVE REDUCTION IN THE VELOCITY OF FLOW OR CREATE ANY OTHER ADVERSE EFFECT (IE: USE OF SANITARY TEE IN A HORIZONTAL CONNECTION, USE OF A DOUBLE SANITARY TEE IN A VERTICAL STACK, IN GENERAL, USE OF SHORT -RADIUS FITTINGS FOR BRANCH TO HOUSE DRAIN OR STACK CONNECTION). 7. CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO APPLICABLE UTILITY COMPANY PRIOR TO PERFORMING WORK INVOLVING UTILITIES. 8. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 9. WHERE SANITARY SEWER LINES CROSS UNDERGROUND WATER SUPPLY LINES WITH LESS THAN 8" MINIMUM VERTICAL CLEARANCE, THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE (10' EACH SIDE OF WATER MAIN) OR THE WATER LINES SHOULD BE MODIFIED TO PROVIDE 8" MINIMUM CLEARANCE. 10. THE PLUMBING CONTRACTOR MAY BE REQUIRED TO DROP PIPE OUTSIDE OF BUILDING TO REQUIRED DEPTH TO PROVIDE CONNECTION TO AREA DEVELOPMENT UTILITY STUB. ALL DROPS IN DEPTH SHALL BE MADE BY THE USE OF 45' FITTINGS. 11. ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS, OR IN CHASES. EXPOSED PIPING SHALL BE SLOPED AND PAINTED TO MATCH ARCHITECTURAL FINISHES AND SHALL BE INSTALLED TIGHT TO MASONRY WALL. PIPING IN MECHANICAL ROOMS MAY BE EXPOSED. 12. SLEEVE AND FIRE STOP ALL PENETRATIONS (IF ANY) OF RATED WALLS, FLOORS, CEILINGS, ETC., IN ACCORDANCE WITH APPLICABLE UL STANDARDS AND LOCAL CODES TO MAINTAIN RATINGS. REFER TO SPECIFICATIONS AND ARCHITECTURAL DRAWINGS FOR RATED WALLS, CEILINGS AND FLOORS INFORMATION. 13. ALL WATER PIPING INSTALLED IN EXTERIOR WALLS SHALL BE PLACED ON THE INTERIOR SIDE OF THE WALL. THE WALL INSULATION SHALL BE PLACED ON THE EXTERIOR SIDE OF THE PIPING. ANY PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. 14. SPACES SHALL BE INSULATED AND PROTECTED FROM FREEZING TEMPERATURES. SEE RISER DIAGRAMS FOR BRANCH PIPING DETAILS AND SIZES NOT SHOWN ON PLAN. 15. COLD WATER PIPING SHALL BE COPPER WATER TUBE (ASTM 888) TYPE "L" WITH WROUGHT -COPPER (ANSI B16.22), OR CAST BRASS (ANSI B16.18) PRESSURE FITTINGS AND ALLOY GRADE (ANSI-ASTM B32) 95TA LEAD-FREE SOLDER JOINTS. DISINFECT WATER PIPING AFTER PRESSURE TEST WITH CHLORINE SOLUTION 50 MG-L) FOR 24 HOURS. FLUSH LINES CLEAN AFTER COMPLETION. 16. PROVIDE CLEANOUTS AS FOLLOWS: (A) AT BASE OF EACH VERTICAL STACK INCLUDING BACK. (B) AT EACH CHANGE OF DIRECTION OF HORIZONTAL RUNS (C) AT 75 FOOT INTERVALS OF HORIZONTAL RUNS. 17. METERING AND SITE UTILITY CONNECTIONS SHALL BE PROVIDED ON SITE UTILITY DRAWINGS. ALL SERVICES SHOWN ON THIS SET OF PLANS TERMINATE 5'-0" FROM BUILDING, UNLESS SHOWN OTHERWISE ON DRAWINGS. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTIONS TO SITE UTILITES. 18. FURNISH AND INSTALL HOSE BIBBS AND/OR WALL HYDRANTS 24" ABOVE FINISHED GRADE/FLOOR AND PROVIDE VACUUM BREAKERS. 19. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ROOF DRAINS. 20. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. 21. ALL VENTS THROUGH ROOF SHALL BE MIN. 10'-0" FROM ANY AIR INTAKES. 22. CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 23. CONTRACTOR SHALL ROUGH -IN ALL WASTES AND SUPPLIES TO SPECIAL EQUIPMENT ACCORDING TO MANUFACTURER'S SHOP DRAWINGS AND MAKE FINAL CONNECTIONS, ALL SUPPLIES SHALL BE VALVED. INSTALL VACUUM BREAKERS WHERE REQUIRED BY CODE. 24. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS (INCLUDING PIPE ROUTING AND EQUIPMENT LOCATIONS) TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO THE INSTALLATION OR PURCHASING OF ANY PIPING AND/OR EQUIPMENT. 25. ALL BELOW GRADE -SLAB COPPER PIPE SHALL BE PLACED WITHIN COPPER PIPE SLEEVE (10 MIL) POLYETHYLENE PLASTIC SLEEVING. EXTEND SLEEVING ABOVE GRADE/SLAB. 26. PRESSURE REDUCING VALVES SHALL BE INSTALLED ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT, WHEN THE PRESSURE IN THE LINE EXCEEDS 80 P.S.I. 27. WHEN THE INTENT OF THE DRAWINGS AND SPECIFICATIONS IS NOT CLEAR, OR IS CAPABLE OF MORE THAN ONE INTERPRETATION, SUCH MATTERS WILL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER IN WRITING BEFORE THE SUBMISSION OF BIDS. THE ARCHITECT/ENGINEER SHALL MAKE CORRECTION OR EXPLANATION IN WRITING. 28. PLANS AND SPECIFICATIONS ARE INTENDED AS A GENERAL DESCRIPTION OF THE WORK TO BE PERFORMED. ALL ITEMS NOT SPECIFICALLY MENTIONED OR SHOWN, BUT NECESSARY FOR THE COMPLETION OF THE INSTALLATION, SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. THIS CONTRACTOR SHALL THOROUGHLY ACQUAINT HIMSELF WITH THE MECHANICAL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL PLANS BEFORE SUBMITTING HIS FINAL BID. NO ADDITIONAL COMPENSATION WILL BE ALLOWED DUE TO THE CONTRACTOR'S FAILURE TO FAMILIARIZE HIMSELF WITH THE PLANS. 29. THE CONTRACTOR SHALL BASE HIS PROPOSAL UPON THE EQUIPMENT AS SCHEDULED OR SPECIFIED, USING THE MANUFACTURER'S AND MODEL NUMBERS AS CALLED FOR IN THE SPECIFICATIONS AND SCHEDULED ON THE DRAWINGS. IF MORE THAN ONE MANUFACTURER OF EQUIPMENT IS SPECIFIED, ANY ONE OF THE MANUFACTURER'S OF EQUIPMENT MAY BE USED IN THIS CONTRACTOR'S PROPOSAL. IF THIS CONTRACTOR WISHES TO USE EQUIPMENT NOT SPECIFIED HE MUST, AT THE TIME OF BIDDING, SUBMIT SEPARATELY ON LETTERHEAD STATIONARY OF THE BIDDER, THE EQUIPMENT HE WOULD SUBSTITUTE AND THE COST TO BE ADDED OR TO BE DEDUCTED FROM HIS PROPOSAL. 30. THE CONTRACTOR IS EXPECTED TO ORDER ALL MATERIALS IN SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DELIVERIES WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBMISSION OF SUBSTITUTE MATERIALS. 31. DO NOT PENETRATE WALL FOOTINGS WITH PIPING, COORDINATE WITH GENERAL CONTRACTOR TO DROP FOOTINGS AS REQUIRED TO CLEAR PLUMBING SERVICES WHERE ABSOLUTELY NECESSARY. ALL PIPING PENETRATING A BEARING WALL OR FOOTING MUST BE SLEEVED AND LOCATION APPROVED BY STRUCTURAL ENGINEER. 32. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTERS FOR DOMESTIC WATER SUPPLY CONNECTIONS AS REQUIRED BY CODE.. PLUMBING LEGEND DESCRIPTION ABBREV. SYMBOL SANITARY PIPING ABOVE SLAB SAN SANITARY PIPING BELOW SLAB SAN - - COLD WATER PIPING CW - - HOT WATER PIPING HW - - - - - - SHUT-OFF VALVE - - ----- i6H- - - FLOOR CLEANOUT FCO -0 CLEAN OUT TO GRADE COTG IN -LINE OR WALL CLEAN OUT COMCO CAP C - TEE UP --�-- TEE DOWN- 90° UP - - - 90° DOWN - HOSE BIBB HB -}}- TYPICAL (TYP) DRAWING LIST NO. TITLE P001 Plumbing Floor Plan, Notes, Schedules & Details Key Plan -- Kossik Rd i ........... �X 1 US Hwy 301 x i a U W C 0 CL 0 V (U Nc ao co m .LOCCMC U /1 ♦ U �V w � � � co LL a z a) '� 0) C> w �(N0� M H fn J U Cn C O E E 0 U L C_ cl'o co N (U U_ En =)�0 LLJ 06sU ��c v -0Oa)ca o m Y N 0- a .00 0 06 U U) Q) A--r 0 z CC n L O _O LL w EJ H w w co LLi 46.o- w z �. W N w A co Yo to LC a w __. „1 IL w O Z 0 U) U) m U) F_ M Of W C� 0 W �CD J W Q' d Z rn o F-CD W -� M p N w M o Z Uj he U LU Pool