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PLUMBING SPECIFICATIONS
<br />SCOPE: THE CONTRACTOR SHALL VISIT THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS BEFORE SUBMITTING A PROPOSAL. ALL
<br />WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODES SIXTH EDITION (2017), WITH AMENDMENTS, AND LOCAL
<br />CODES AND ORDINANCES. INSTALLATION SHALL COMPLY WITH THE CODE REFERENCED STANDARDS SET BY NFPA, ASHRAE, ASPE, SMACNA,
<br />NEC AND UL. THE SYSTEMS, EQUIPMENT, DEVICES AND ACCESSORIES SHALL BE INSTALLED, FINISHED, TESTED AND ADJUSTED FOR
<br />CONTINUOUS AND PROPER OPERATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK FITTING IN PLACE AND SHALL COORDINATE
<br />WITH OTHER TRADES TO AVOID INTERFERENCE WITH THEIR WORK. THE INFORMATION GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS
<br />COULD BE SECURED, BUT ITS EXTREME ACCURACY IS NOT GUARANTEED. THE DRAWINGS ARE DIAGRAMMATIC, INTENDED TO SHOW GENERAL
<br />ARRANGEMENT, CAPACITY AND LOCATION OF VARIOUS COMPONENTS, EQUIPMENTS, AND DEVICES. IF WORK IS REQUIRED IN A MANNER TO MAKE
<br />IT IMPOSSIBLE TO PRODUCE FIRST CLASS WORK, OR SHOULD DISCREPANCIES APPEAR AMOUNG THE CONTRACT DOCUMENTS, OR BETWEEN THE
<br />CONTRACT DOCUMENTS AND THE MANUFACTURER'S RECOMMENDATIONS,THE CONTRACTOR SHALL REQUEST INTERPRETATION BEFORE PROCEDNG
<br />WITH WORK. CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLY NECESSARY TO COMPLETE
<br />THE INSTALLATION WHETHER OR NOT SPECIFIED IN THE DOCUMENTS.
<br />REQUIRED COORDINATION: ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. OFFSETS IN DUCTS AND PIPING (INCLUDING
<br />DIVIDED DUCTS) AND TRANSITIONS AROUND OBSTRUCTIONS SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.
<br />CONSTRUCTION PLANS: IN GENERAL, PLANS AND DIAGRAMS ARE SCHEMATIC ONLY AND SHOULD NOT BE SCALED.
<br />REQUIRED ACCESS: CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND DEVICES THAT REQUIRE REPLACEMENT, SERVICING, ADJUSTING OR
<br />MAINTENANCE SHALL BE LOCATED TO ALLOW EASY ACCESS AND SPACE FOR REMOVAL OF INTERNAL ASSMBLIES, IF REQUIRED. CONTRACTOR
<br />SHALL PROVIDE ACCESS PANELS WHERE REQUIRED TO ALLOW ACCESS, EVEN IF NOT INDICATED ON THE DRAWINGS AT NO ADDITIONAL COST TO
<br />OWNER.
<br />WIND RESISTANCE: ALL EQUIPMENT, APPLIANCE AND SUPPORTS LOCATED EXTERIOR OF THE FACILITY SHALL BE INSTALLED TO RESIST WIND
<br />LOADS AS DETAILED IN THE BUILDING CODE.
<br />CUTTING AND PATCHING: ALL OPENINGS AROUND DUCT OR PIPE PENETRATIONS THROUGH SMOKE OR FIRE RATED FLOORS, CEILINGS OR WALLS
<br />SHALL BE SEALED AIRTIGHT WITH MATERIALS HAVING A RATING EQUAL TO THE MATERIAL OF THE WALL, CEILING OR FLOOR PENETRATED.
<br />EQUIPMENT TAGS: ALL. EQUIPMENT WILL HAVE A PERMANENTLY FIXED TAG CORRESPONDING TO THE EQUIPMENT TAG ON THE ENGINEER'S
<br />DRAWINGS.
<br />FIRESTOPPING: UL APPROVED MATERIALS AND METHODS SHALL PROTECT THE PENETRATIONS OF FIRE AND/OR SMOKE RATED WALLS, CEILINGS
<br />OR FLOORS. THE RATING OF THE FIRESTOPPING SHALL EQUAL THE RATING OF THE RATED ASSEMBLY. ALL INSULATION SHALL HAVE
<br />COMPOSITE FIRE AND SMOKE HAZARD RATINGS AS TESTED BY PROCEDURE ASTM E-84, NFPA-225, UL-723 NOT EXCEEDING:
<br />FLAME SPREAD 25 SMOKE DEVELOPED 50 FUEL DISTRIBUTED 50
<br />ACCESSORIES SUCH AS ADHESIVE, MASTIC, CEMENTS AND TAPES SHALL HAVE THE SAME COMPONENT RATING AS LISTED ABOVE.
<br />SERVICE AND PERMITS: CONTRACTOR SHALL MAKE ALL ARRANGEMENTS WITH UTILITY COMPANIES FOR SERVICE AND CONNECTIONS AND SHALL
<br />PAY FOR PERMITS.
<br />SHOP DRAWINGS: EACH TRADE SHALL PREPARE AND SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH PROCEDURES OUTLINED IN DIVISION 1.
<br />RESPONSIBILITY FOR ERRORS OR OMISSIONS IN THE SUBMITTALS SHALL NOT BE RELIEVED BY THE ARCHITECT'S OR ENGINEER'S REVIEW.
<br />ENGINEER'S PROCESSING WILL NOT CONSTITUTE A COMPLETE CHECK BUT WILL INDICATE ONLY THAT A GENERAL METHOD OF CONSTRUCTION
<br />AND DETAILING IS SATISFACTORY. AT A MINIMUM SUBMITTALS SHALL INCLUDE FIXTURES, VALVES, PIPING, INSULATION AND ACCESSORIES.
<br />START-UP CONTRACTOR SHALL STARTUP ALL EQUIPMENT AND FOLLOW THE MANUFACTURER'S START-UP PROCEDURES.
<br />OPEMJING AND MAINTENANCE DATA: SUBMIT THREE COPIES OF MANUFACTURER'S OPERATING AND MAINTENANCE INSTRUCTIONS AND SPARE
<br />PARTS UST FOR EACH PIECE OF EQUIPMENT.
<br />SUPPLEMENTARY SUPPORTS: CONTRACTOR SHALL PROVIDE ALL SUPPLEMENTARY STEEL REQUIRED TO SUSPEND MECHANICAL EQUIPMENT AND
<br />MATERIALS, IN ORDER TO PROVIDE A "VIBRATION -FREE" RIGID INSTALLATION.
<br />DIELECTRIC UNIONS: PROVIDE DIELECTRIC UNIONS OR FLANGES AT CONNECTIONS OR CONTACT BETWEEN PIPES OF DISSIMILAR METALS.
<br />WATER PIPING: INSIDE WATER LINES SHALL BE HARD -DRAWN COPPER TUBING, TYPE "L" ABOVE -GROUND, TYPE "K" BELOW -GROUND.
<br />PROVIDE DIELECTRIC UNIONS WHERE DISSIMILAR METAL ARE IN CONTACT. ALL BURIED PIPING SHALL BE PROTECTED FROM CORROSION WITH
<br />3/8" THICK FOAM RUBBER INSULATION WITH SEAMS SEALED WATERTIGHT. WATER PIPING SHALL BE TYPE-L COPPER TUBING, WITH WROUGHT
<br />COPPER FITTINGS (ASTM-1388). CONTRACTOR SHALL PROVIDE FOR EXPANSION AND CONTRACTION OF TUBING. TUBING SHALL BE SLEEVED AT
<br />PENETRATION OF CONCRETE SLABS OR WALLS.
<br />EXPOSED PIPING: EXPOSED PIPING SHALL BE POLISHED CHROMIUM ON EITHER BRASS OR BRONZE. PROVIDE ADA INSULATED WATER AND
<br />WASTE LINE COVERINGS FOR WALL HUNG SINKS AND LAVATORIES.
<br />VALVES ALL VALVES SHALL HAVE A MINIMUM OF 125 PSIG WORKING PRESSURE. VALVES AND COCKS MAY NOT BE INDICATED IN EVERY
<br />INSTANCE ON THE DRAWINGS, BUT WHETHER OR NOT SHOWN, ALL VALVES, COCKS AND CHECK VALVES NECESSARY FOR THE PROPER
<br />OPERATION OF THE SYSTEM SHALL BE FURNISHED AND INSTALLED. INSTALL ISOLATION/SHUT-OFF VALVES AT ALL MAIN RISERS, AND MAIN
<br />BRANCH TAKEOFFS. INSTALL ISOLATION/SHUT-OFF VALVES ON EACH INLET AND OUTLET OF EACH PIECE OF EQUIPMENT. PROVIDE A FLANGE
<br />OR UNION BETWEEN THE VALVE AND THE EQUIPMENT TO PERMIT DISCONNECTION, REMOVAL AND SERVICE.
<br />TERILIIZATION OF DOMESTIC WATER SYSTEM: THE ENTIRE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE THOROUGHLY STERILIZED AS
<br />REQUIRED BY THE HEALTH AUTHORITY OR WATER PURVEYOR HAVING JURISDICTION, OR IN THE ABSENCE OF A PRESCRIBED METHOD, THE
<br />PROCEDURE DESCRIBED IN EITHER AWWA C651 OR AWWA C652, OR AS DESCRIBED IN SECTION 610 FBC-P (2017).
<br />YENTING: THE STACKS SHALL BE EXTENDED THROUGH ROOF OF BUILDING TO POINTS NOT LESS THAN 12" ABOVE ROOF. VENTS SHALL BE
<br />OFFSET AS REQUIRED TO PENETRATE ROOFS AT LEAST 3 FEET FROM THE RIDGE OR EDGE OF BUILDING AND 10 FEET FROM ANY FRESH AIR
<br />INTAKE OR OPERABLE WINDOW OR DOOR.
<br />SANITARY, WASTE, GREASE„ STORM AND VENT PIPING: ALL BELOW AND ABOVE GROUND PIPING AND FITTINGS SHALL BE SCHEDULE 40
<br />PVC-DWV. (SOLID CORE) SLOPE OF SANITARY OR DRAINAGE PIPING 2-1/2" AND SMALLER SHALL BE A MINIMUM OF 1/4" PER FOOT; PIPING
<br />3" AND LARGER SHALL BE SLOPED A MINIMUM OF 1/8" PER FOOT. CLEANOUTS WILL BE LOCATED NOT MORE THAN 100 FEET APART AND AT
<br />EACH CHANGE OF DIRECTION GREATER THAN 45' ALONG THE HORIZONTAL DRAIN. CLEANOUTS SHALL BE INSTALLED AT BASE OF EACH STACK.
<br />CONCEALED CLEANOUTS SHALL HAVE CAST BRASS CHROMIUM PLATED FLAT ACCESS COVER PLATE.
<br />PLUMBING_ FIXTURES AND TRIM: PLUMBING FIXTURES SHALL BE FURNISHED AND INSTALLED IN A NEAT AND WORKMANLIKE MANNER WITH
<br />PROPER CONNECTIONS TO SUPPLY AND DRAINAGE PIPING. ALL FIXTURES SHALL BE FREE OF FLAWS AND DEFECTS OF ANY SORT IN MATERIAL
<br />AND WORKMANSHIP AND SHALL OPERATE PERFECTLY WHEN INSTALLED IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. CONTRACTOR
<br />SHALL PROVIDE ROUGH -IN, AND SHALL CONNECT ALL FIXTURES TO THE PLUMBING SYSTEMS. ALL FIXTURES TO BE PROVIDED WITH
<br />CHROME -PLATED SUPPLIES AND STOPS. PROVIDE 17 GAUGE CHROME -PLATED BRASS TRAPS FOR ALL FIXTURES WITHOUT INTEGRAL TRAPS.
<br />PROVIDE CONCEALED ARM CARRIERS AND SUPPORTS FOR ALL FIXTURES REQUIRING SAME.
<br />TEUNG: TEST ALL WASTE AND VENT PIPING FOR A PERIOD OF NOT LESS THAN 8 HOURS BY CAPPING OR PLUGGING. ALL JOINTS TO A
<br />LEVEL OF THE HIGHEST FIXTURE OR FITTINGS. FILLING THE SYSTEM WITH WATER, AND OBSERVING FOR LEAKS. TEST WATER PIPING AT 100
<br />PSIG FOR A PERIOD OF 8 HOURS, OBSERVING FOR ANY VISIBLE LEAKS. TEST PIPING AGAIN WITH FIXTURES INSTALLED. REPAIR ANY LEAKS
<br />FOUND BY REMAKING JOINT. DO NOT USE CAULKING OR SIMILAR METHODS TO CORRECT LEAKS. UPON REPAIRING ANY LEAKS FOUND. AGAIN
<br />TEST THAT PORTION OF THE SYSTEM AS DESCRIBED ABOVE.
<br />EQUIPMENT FURNISHED BY OTHERS: WHERE SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL MAKE ALL PIPING CONNECTIONS TO
<br />EQUIPMENT FURNISHED BY OTHERS. THIS WORK SHALL INCLUDE FURNISHING AND INSTALLATION OF ALL WATER AND DRAIN PIPING. ALL WORK
<br />SHALL BE PERFORMED IN ACCORDANCE WITH RECOMMENDATIONS OF EQUIPMENT MANUFACTURER.
<br />GUARANTEE: THE ONE-YEAR GUARANTEE PERIOD SHALL NOT START UNTIL THE PROJECT IS FULLY COMPLETED AND THE CONTRACTOR HAS
<br />RECEIVED THE FINAL PAYMENT AND CERTIFICATION OF COMPLETION. ALL EQUIPMENT AND ALL WORK SHALL BE FULLY GUARANTEED, PARTS AND
<br />LABOR, FOR ONE YEAR FROM THE DATE OF THE CERTIFICATE OF COMPLETION. REPAIRS MADE DURING THIS PEROID MUST BE FULLY
<br />GUARANTEED FOR AN ADDITIONAL ONE YEAR PERIOD FROM THE DATE OF REPAIRS. IN ADDITION, THE CONTRACTOR SHALL ASSUME FULL
<br />RESPONSIBILITY FOR ANY DAMAGE TO THE BUILDING, AND ITS CONTENTS OR OTHER EQUIPMENT, CAUSED BY DEFECTS OR IMPROPER
<br />INSTALLATION OF EQUIPMENT OR MATERIAL INSTALLED.
<br />SUBSTITUTIONS: CONTRACTOR SHALL PAY FOR ANY AND ALL ADDED COSTS ASSOCIATED WITH ANY SUBSTITUTION, INCLUDING SUBSTITUTIONS
<br />THAT REQUIRE CHANGES TO THE OTHER BUILDING COMPONENTS, SUCH AS ELECTRICAL, STRUCTURAL REINFORCING, CEILINGS, WALLS, ROOFS,
<br />ETC. THIS WILL INCLUDE ANY ENGINEERING/ARCHITECTURAL RE -DESIGN COSTS AS A RESULT OF SAID SUBSTITUTION. THESE COSTS SHALL
<br />NOT BE BORNE BY THE OWNER, ARCHITECT, NOR ENGINEER, REGARDLESS OF ACCEPTABILITY OF SUBSTITUTION. ENGINEER RESERVES THE
<br />RIGHT TO ACCEPT OR DENY ANY SUBSTITUTION THAT HE DOES NOT DEEM TO BE EQUIVALENT, AND CONTRACTOR SHALL PROVIDE SPECIFIED OR
<br />EQUIVALENT MATERIALS/EQUIPMENT AT NO ADDITIONAL COST TO OWNER, SHOULD A SUBSTITUTION BE DENIED.
<br />KEY NOTES ON PLAN:
<br />04"GREASE WITH CLEANOUT 5-FT INSIDE REAR WALL LABELED "GREASE"
<br />(PROVIDE MAXIMUM DEPTH INVERT - APPROX. 19" BFF AVAILABLE).
<br />2O 4-SANITARY WITH CLEANOUT 5-FT INSIDE REAR WALL (MIN 27" BFF).
<br />® 1-1/2""CW TO BUILDING, PROVIDE BALL VALVE AT 24"AFF, THEN ROUTE UP
<br />INSIDE BUILDING TIGHT TO WALL & UP WITHIN JOISTS. OFFSET UNDERGROUND
<br />WATER ENTRY TO CORNER OF BUILDING AS SHOWN & AVOID ELECTRICAL GEAR.
<br />0 EXTEND 1-1/2-CW THROUGH JOISTS TO BOOSTER PUMP # BP-1.
<br />O HANG BOOSTER PUMP TIGHT BELOW JOISTS.
<br />® EXTEND 1-1/2" CW FROM BP-1 TO VALVED CAP IN JOISTS.
<br />42> ROUTE 3/4"CW PIPING BEFORE BP-1, WITHIN JOISTS TO EACH HOSE BIBB.
<br />® 3"VTR ON ROOF FOR FUTURE TENANT CONNECTION. (LOCATE 10-FT FROM ALL
<br />FRESH AIR INTAKES)
<br />® SEE CIVIL FOR CONTINUATION 5-FT FROM BUILDING.
<br />1 q REFER TO CIVIL PLANS FOR 5/8"CW TO AND HOSE BIBB AT DUMPSTER
<br />ENCLOSURE.
<br />11 1,250-GALLON GREASE INTERCEPTOR PER CITY OF ZEPHYRHILLS STANDARD
<br />DETAILS 5-15.
<br />Q ROUTE 2"VENT UNDERGROUND TO BUILDING, THEN ROUTE UP TIGHT TO WALL
<br />AND CONNECT TO 3"VTR WITHIN JOISTS.
<br />NOTE ON SITE UTILITIES:
<br />CONTRACTOR SHALL FIELD VERIFY LOCATIONS & INVERTS
<br />OF ALL UTILITY MAINS (I.E. SEWER, DOMESTIC WATER, ETC.)
<br />PRIOR TO ANY INSTALLATION OR CONSTRUCTION. ADVISE
<br />ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING
<br />ANY FURTHER.
<br />NOTE: PLEASE REFER TO CIVIL ENGINEER'S UTILITY PLANS FOR
<br />FURTHER REFERENCE AND CONTINUATIONS BEYOND 5-FT FROM
<br />BUILDING. FIELD COORDINATE WITH SITE CONTRACTOR PRIOR
<br />TO ANY INSTALLATION OF UNDERGROUND PIPING.
<br />DQWSM WATER PRESSURE REMM ENTS:
<br />THE DOMESTIC WATER SERVICE SHALL BE A MINIMUM OF 50 PSI
<br />AND NO GREATER THAN 65 PSI DYNAMIC PRESSURE AT THE
<br />POINT OF BUILDING ENTRY. IF THE SERICE STATIC IS OVER 65
<br />PSI, A PRESSURE REDUCING VALVE TO BE PROVIDED BY THE
<br />SHELL GENERAL CONTRACTOR. IF THE PRESSURE IS UNDER 50
<br />PSI AT THE POINT OF ENTRY, A BOOSTER PUMP AND SURGE
<br />TANK SHALL BE PROVIDED AND INSTALLED.
<br />IMMEDIATELY UPON INSTALLATION OF THE WATER SERVICE TO
<br />THE BUILDING, THE PLUMBING CONTRACTOR SHALL PERFORM A
<br />PRESSURE TEST. SHOULD THE PRESSURES NOT MEET THE
<br />ABOVE STATED CRITERIA, THE GENERAL CONTRACTOR SHALL
<br />PROVIDE RESULTS TO THE ARCHITECT AT THE EARLIEST
<br />POSSIBLE DATE. THE ARCHITECT WILL THEN PROVIDE THE
<br />NECESSARY DESIGN REMEDIES TO THE CONTRACTOR FOR
<br />PRICING, PERMIT AND CONSTRUCTION.
<br />PLUMBING FLOOR PLAN
<br />STEPANEK- LEWIS
<br />AND ASSOCIATES
<br />2257 TWELVE OAKS WAY, SUITE 103
<br />WESLEY CHAPEL. FL 335"
<br />PH (513) 991-1245
<br />CERT. AUTH. # 8397 18-041
<br />MATTHEW D. LEWIS, P.E. FL LIC#56189
<br />PLUMBING LEGEND
<br />DESCRIPTION
<br />ABBREV.
<br />SYMBOL
<br />SANITARY PIPING
<br />SAN
<br />GREASE PIPING
<br />GR
<br />GR
<br />VENT PIPING
<br />V
<br />-----------
<br />DOMESTIC COLD WATER
<br />CW
<br />- - - -
<br />DOMESTIC HOT WATER
<br />HW
<br />- -
<br />BALL/ISOLATION VALVE
<br />BV
<br />---
<br />DUAL -CHECK BACKFLOW
<br />N
<br />PREVENTER
<br />GRADE CLEAN OUT
<br />COTG
<br />COTG®
<br />FLOOR CLEAN OUT
<br />FCO
<br />FCO 0-------
<br />PIPE TURNING UP
<br />0---- -
<br />PIPE TURNING DOWN
<br />C -
<br />CAPPED PIPING
<br />E- -
<br />BELOW FINISHED FLOOR
<br />BFF
<br />TYPICAL ITEM
<br />TYP
<br />NOTE ON ROOF DRAINAGE:
<br />ALL ROOF DRAINAGE DESIGNED BY ARCHITECT. REFER
<br />TO ARCHITECTURAL PLANS FOR SIZES, QUANTITIES AND
<br />LOCATIONS OF GUTTERS, ROOF DRAINS, SCUPPERS,
<br />DOWNSPOUTS, ETC.
<br />40
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