Attachment 4 - Renovate Blake Gym - Drawings Vol 2 .pdf
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- Renovate Blake Gym
- Solicitation number
- FA301024R0003
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This document appears to be Attachment 4 - Renovate Blake Gym - Drawings Vol 2, which is related to the federal contract opportunity for Solicitation Number FA301024R0003 to Renovate Blake Gym.
The solicitation is a Total Small Business set-aside with an estimated value between $1,000,000 and $5,000,000. An organized site visit is scheduled for May 1, 2024 at 2:00pm CDT, and contractors must have valid identification, vehicle registration, and insurance to attend. Award of the Base CLIN and Option CLIN will be made on an all, some, or none basis, depending on available funding at the time of award. The period of performance will be based on which CLIN(s) are awarded. Offerors should refer to Section L for proposal preparation instructions and Section M for the evaluation factors for award.
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VERIFY SCALES
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PROJECT NO:
DRAWN BY:
CHECKED BY:
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MACHADO PATANO
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Bradford A. Jones, Architect
918 HOWARD AVE, SUITE F
BILOXI, MISSISSIPPI 39532
OFFICE: 228.388.1950
FAX: 228.388.1971
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PLUMBING NOTES PLUMBING ABBREVIATIONS PLUMBING SYMBOLS
FA301024R0003
3 April 2024
AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.
AutoCAD SHX Text C
AutoCAD SHX Text
COPYRIGHTED MATERIAL
AutoCAD SHX Text PRINTED: 4/23/2021 3:32 PM BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell 4/23/2021 3:32 PM BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell 4/23/2021 1:42 PM BY: Tabell BY: Tabell Tabell m:\0110_kafb\0110.20.002_blake gym\05-mechanical\02-production\01-production drawings\0110.20.002_blake gym_plumbing.dwg
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text 16922
AutoCAD SHX Text 04.23.2021
AutoCAD SHX Text A. GENERAL GENERAL 1. ALL WORK SHALL CONFORM TO THE LATEST EDITIONS OF THE INTERNATIONAL CODE AND ALL LOCAL ORDINANCES AS ALL WORK SHALL CONFORM TO THE LATEST EDITIONS OF THE INTERNATIONAL CODE AND ALL LOCAL ORDINANCES AS ADOPTED BY THE LOCAL JURISDICTION. 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NECESSARY FOR THE COMPLETE INSTALLATION AND CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NECESSARY FOR THE COMPLETE INSTALLATION AND OPERATION OF THE SYSTEMS INDICATED ON THE CONTRACT DOCUMENTS AND DRAWINGS EVEN IF NOT SPECIFICALLY SHOWN. 3. THE DRAWINGS ARE, IN PART, DIAGRAMMATIC AND DO NOT ALWAYS SHOW ALL NECESSARY MATERIALS AND EQUIPMENT THE DRAWINGS ARE, IN PART, DIAGRAMMATIC AND DO NOT ALWAYS SHOW ALL NECESSARY MATERIALS AND EQUIPMENT TO SCALE OR IN EXACT LOCATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK ALL MEASUREMENTS, COORDINATE ALL WORK WITH OTHER TRADES, REVIEW ALL ARCHITECTURAL AND STRUCTURAL DRAWINGS, AND VISIT THE JOBSITE TO MAKE APPROPRIATE MEASUREMENTS. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL PAY ALL ASSOCIATED FEES FOR CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL PAY ALL ASSOCIATED FEES FOR SCOPE OF WORK. 5. WHEN THE SPECIFICATIONS OR DRAWINGS ARE UNCLEAR OR IN CONFLICT WITH CODES OR OTHER TRADES, THE WHEN THE SPECIFICATIONS OR DRAWINGS ARE UNCLEAR OR IN CONFLICT WITH CODES OR OTHER TRADES, THE CONTRACTOR SHALL BRING THIS TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE SUBMITTING A BID. 6. SUBMITTALS AND SHOP DRAWINGS FOR ALL EQUIPMENT, MATERIALS, AND ACCESSORIES SHALL BE PROVIDED TO THE SUBMITTALS AND SHOP DRAWINGS FOR ALL EQUIPMENT, MATERIALS, AND ACCESSORIES SHALL BE PROVIDED TO THE OWNER AND ENGINEER FOR REVIEW AND COMMENT PRIOR TO ORDER, MANUFACTURE, FABRICATION, AND INSTALLATION. FAILURE TO DO SO SHALL NOT RELIEVE THIS CONTRACTOR OF THE RESPONSIBILITY, CONSEQUENCES, AND POSSIBLE COSTS OF SUCH ACTION OR LACK OF ACTION REGARDLESS OF ANY AND ALL ERRORS OR OMISSIONS ON THESE DOCUMENTS. THIS ENGINEER SHALL NOT BE HELD LIABLE FOR ANY COSTS ASSOCIATED WITH THIS CONTRACTOR'S FAILURE TO COMPLY WITH THIS ITEM. IF SUBSTITUTIONS FOR SPECIFIED ITEMS ARE MADE, IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVE PERFORMANCE, COMPATIBILITY, AND CONFORMANCE WITH THE ORIGINAL DESIGN AND SPECIFICATIONS. RE-DESIGN BY THIS ENGINEER TO ACCOMMODATE SUBSTITUTIONS SHALL NOT BE PERFORMED. OTHERWISE, IT WILL BE CONSIDERED ADDITIONAL WORK FOR WHICH COMPENSATION WILL BE REQUIRED. 7. ALL ACTUAL EQUIPMENT, MATERIALS, AND ACCESSORIES TO BE INSTALLED SHALL BE FULLY COORDINATED WITH THE ALL ACTUAL EQUIPMENT, MATERIALS, AND ACCESSORIES TO BE INSTALLED SHALL BE FULLY COORDINATED WITH THE ELECTRICAL, MECHANICAL, CIVIL, STRUCTURAL, AND ARCHITECTURAL CONTRACTORS PRIOR TO ORDER, MANUFACTURE, FABRICATION, AND INSTALLATION. THIS INCLUDES BUT IS NOT LIMITED TO ELECTRICAL DATA, WEIGHTS, PLUMBING REQUIREMENTS, DIMENSIONS, PENETRATIONS, ETC. FAILURE TO DO SO SHALL NOT RELIEVE THIS CONTRACTOR OF THE RESPONSIBILITY, CONSEQUENCES, AND POSSIBLE COSTS OF SUCH ACTION OR LACK OF ACTION REGARDLESS OF ANY AND ALL ERRORS OR OMISSIONS ON THESE DOCUMENTS. THIS ENGINEER SHALL NOT BE HELD LIABLE FOR ANY COSTS ASSOCIATED WITH THIS CONTRACTOR'S FAILURE TO COMPLY WITH THIS ITEM. 8. ANY AND ALL DEVIATIONS FROM THE DESIGN DOCUMENTS WITHOUT THIS ENGINEER'S APPROVAL INDICATES ACCEPTANCE ANY AND ALL DEVIATIONS FROM THE DESIGN DOCUMENTS WITHOUT THIS ENGINEER'S APPROVAL INDICATES ACCEPTANCE BY THIS CONTRACTOR AND/OR OWNER FOR THE RESPONSIBILITY OF THE PERFORMANCE OF THE SYSTEM AFFECTED. THIS ENGINEER SHALL NOT BE HELD LIABLE FOR ANY COSTS ASSOCIATED WITH THIS CONTRACTOR'S FAILURE TO FOLLOW THE DESIGN DOCUMENTS. IF MODIFICATIONS TO THE SPECIFIED DESIGN ARE MADE, IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVE PERFORMANCE, COMPATIBILITY, AND CONFORMANCE WITH THE ORIGINAL DESIGN AND SPECIFICATIONS. RE-DESIGN BY THIS ENGINEER TO ACCOMMODATE MODIFICATIONS SHALL NOT BE PERFORMED. OTHERWISE, IT WILL BE CONSIDERED ADDITIONAL WORK FOR WHICH COMPENSATION WILL BE REQUIRED. SITE VISITS, INSPECTIONS, CALCULATIONS, COORDINATION, ETC. PERFORMED BY THIS ENGINEER TO INVESTIGATE PROBLEMS ASSOCIATED WITH DESIGN DEVIATIONS WILL ALSO BE CONSIDERED ADDITIONAL WORK FOR WHICH COMPENSATION WILL BE REQUIRED. 9. ANY ERRORS OR OMISSIONS ON THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ANY ERRORS OR OMISSIONS ON THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER FOR REVIEW AND CORRECTION. 10. THE CONSTRUCTION DOCUMENTS ARE COMPRISED OF BOTH DRAWINGS AND SPECIFICATIONS (PROJECT MANUAL). THE THE CONSTRUCTION DOCUMENTS ARE COMPRISED OF BOTH DRAWINGS AND SPECIFICATIONS (PROJECT MANUAL). THE GENERAL CONTRACTOR SHALL NOT BREAK OUT SECTIONS TO SUB-CONTRACTORS OR VENDORS. 11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK OF ALL TRADES TO INSURE A USABLE & FUNCTIONAL THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK OF ALL TRADES TO INSURE A USABLE & FUNCTIONAL END PRODUCT. ANY CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE CLARIFIED BY THE ARCHITECT/ENGINEER. IF NO CLARIFICATION IS ISSUED THE BIDDER SHALL BID THE MOST STRINGENT PRODUCT OR APPLICATION. 12. IF DISCREPANCIES ARE ENCOUNTERED BETWEEN THE DRAWINGS, DIAGRAMS, DESCRIPTIONS, NOTES, SYMBOLS, AND/OR IF DISCREPANCIES ARE ENCOUNTERED BETWEEN THE DRAWINGS, DIAGRAMS, DESCRIPTIONS, NOTES, SYMBOLS, AND/OR SPECIFICATIONS, THE MOST STRINGENT PRODUCT OR APPLICATION APPLIES IN ALL CASES. IF A COMPONENT, SYSTEM, EQUIPMENT, POINT, PROGRAM, ETC. IS LISTED IN ONE DOCUMENT BUT NOT ANOTHER, OR IF IT IS NECESSARY FOR THE OPERATION, IT SHALL BE PROVIDED AND INSTALLED. 13. THIS ENGINEER SHALL NOT BE HELD LIABLE FOR COSTS ASSOCIATED WITH ERRORS AND/OR OMISSIONS ON THESE THIS ENGINEER SHALL NOT BE HELD LIABLE FOR COSTS ASSOCIATED WITH ERRORS AND/OR OMISSIONS ON THESE DOCUMENTS IN EXCESS OF THE COST AND/OR TIME FOR THIS ENGINEER TO CORRECT THE DOCUMENTS. IN ANY CASE, THE LIMIT OF LIABILITY FOR THIS ENGINEER SHALL BE NO MORE THAN THE COST OF THIS ENGINEER'S INDIVIDUAL FEE, REGARDLESS OF THE TOTAL DESIGN FEE CHARGED FOR THE SET OF CONSTRUCTION DOCUMENTS. 14. TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL LIABILITY IN THE AGGREGATE, OF THIS ENGINEER AND THIS TO THE FULLEST EXTENT PERMITTED BY LAW, THE TOTAL LIABILITY IN THE AGGREGATE, OF THIS ENGINEER AND THIS ENGINEER'S OFFICERS, DIRECTORS, EMPLOYEES, AGENTS, AND INDEPENDENT PROFESSIONAL ASSOCIATES, AND ANY OF THEM, TO OWNER AND ANY ONE CLAIMING BY, THROUGH OR UNDER OWNER, FOR ANY AND ALL INJURIES, CLAIMS, LOSSES, EXPENSES, OR DAMAGES WHATSOEVER ARISING OUT OF OR IN ANY WAY RELATED TO THIS ENGINEER'S SERVICES, THE PROJECT OR THESE DOCUMENTS, FROM ANY CAUSE OR CAUSES WHATSOEVER, INCLUDING BUT NOT LIMITED TO, THE NEGLIGENCE, ERRORS, OMISSIONS, STRICT LIABILITY, BREACH OF CONTRACT, MISREPRESENTATION, OR BREACH OF WARRANTY OF THIS ENGINEER; OR THIS ENGINEER'S OFFICERS, DIRECTORS, EMPLOYEES, AGENTS OR INDEPENDENT PROFESSIONAL ASSOCIATES, OR ANY OF THEM, SHALL NOT EXCEED THE TOTAL COMPENSATION RECEIVED BY THIS ENGINEER FOR SERVICES PROVIDED. 15. THE USE OF THESE DOCUMENTS FOR CONSTRUCTION SIGNIFIES THIS OWNER, TENANT, AND CONTRACTOR'S AGREEMENT THE USE OF THESE DOCUMENTS FOR CONSTRUCTION SIGNIFIES THIS OWNER, TENANT, AND CONTRACTOR'S AGREEMENT WITH THE ABOVE REQUIREMENTS REGARDLESS OF ANY OTHER PRIOR, CURRENT, OR FUTURE AGREEMENT AND/OR CONTRACT. B. CODES, FEES, PERMITS, ETC.: THE PLUMBING CONTRACTOR SHALL BE PROPERLY LICENSED AND SHALL SECURE ALL CODES, FEES, PERMITS, ETC.: THE PLUMBING CONTRACTOR SHALL BE PROPERLY LICENSED AND SHALL SECURE ALL PERMITS AND PAY ALL FEES AS REQUIRED FOR THE COMPLETE PLUMBING INSTALLATION, INCLUDING SANITARY SEWER AND POTABLE WATER TIE-INS TO THE SERVING UTILITIES. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE AS AMENDED BY STATE AND COUNTY AUTHORITIES. C. SCOPE OF WORK: THE WORK CONSISTS OF MATERIALS AND LABOR FOR A COMPLETE, OPERABLE PLUMBING SYSTEM SCOPE OF WORK: THE WORK CONSISTS OF MATERIALS AND LABOR FOR A COMPLETE, OPERABLE PLUMBING SYSTEM INCLUDING, BUT NOT LIMITED TO THE FOLLOWING: 1. SANITARY SEWER SYSTEM, SOIL AND WASTE DRAIN AND VENT PIPING AND FIXTURE CONNECTIONS. SANITARY SEWER SYSTEM, SOIL AND WASTE DRAIN AND VENT PIPING AND FIXTURE CONNECTIONS. 2. DOMESTIC COLD AND HOT WATER SYSTEM TO ALL SINKS & LAVATORIES. VERIFY W/ OWNER. PIPING SHALL BE DOMESTIC COLD AND HOT WATER SYSTEM TO ALL SINKS & LAVATORIES. VERIFY W/ OWNER. PIPING SHALL BE DISINFECTED I.A.W. THE PLUMBING CODE. 3. ALL PLUMBING FIXTURES AND EQUIPMENT INCLUDING FLOOR DRAINS, ETC. AS REQUIRED. VERIFY LOCATIONS WITH ALL PLUMBING FIXTURES AND EQUIPMENT INCLUDING FLOOR DRAINS, ETC. AS REQUIRED. VERIFY LOCATIONS WITH OWNER. 4. WATER AND DRAIN PIPING SHALL BE PRESSURE TESTED I.A.W. THE PLUMBING CODE. WATER AND DRAIN PIPING SHALL BE PRESSURE TESTED I.A.W. THE PLUMBING CODE. D. MATERIALS MATERIALS 1. FIXTURES AND EQUIPMENT ALL FIXTURES AND EQUIPMENT SHALL BE STANDARD, FIRST QUALITY COMPLETE WITH ALL FIXTURES AND EQUIPMENT ALL FIXTURES AND EQUIPMENT SHALL BE STANDARD, FIRST QUALITY COMPLETE WITH ALL TRIM, TRAPS, ETC., AS REQUIRED OR AS SPECIFIED BY OWNER. TOILETS, URINALS, AND LAVATORIES SHALL BE INSTALLED I.A.W. THE ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION. 2. PIPING PIPING a. DRAIN, WASTE, VENT, AND SANITARY SEWER PIPING DRAIN, WASTE, VENT, AND SANITARY SEWER PIPING a.1. BELOW GRADE BELOW GRADE a.1.A. POLYVINYL CHLORIDE (PVC) POLYVINYL CHLORIDE (PVC) a.1.A.A. BELOW GRADE DRAIN, WASTE, VENT, AND SANITARY SEWER PIPING SHALL BE DWV SCHEDULE 40 BELOW GRADE DRAIN, WASTE, VENT, AND SANITARY SEWER PIPING SHALL BE DWV SCHEDULE 40 PVC WITH PVC-DWV FITTINGS AND SOLVENT CEMENT JOINTS. a.2. ABOVE GRADE ABOVE GRADE a.2.A. POLYVINYL CHLORIDE (PVC) POLYVINYL CHLORIDE (PVC) a.2.A.A. DRAIN, WASTE, VENT, ROOF/STORM DRAINAGE, AND SANITARY SEWER PIPING SHALL BE DWV DRAIN, WASTE, VENT, ROOF/STORM DRAINAGE, AND SANITARY SEWER PIPING SHALL BE DWV SCHEDULE 40 PVC WITH PVC-DWV FITTINGS AND SOLVENT CEMENT JOINTS. a.4.B. BRASS BRASS a.4.A.A. EXPOSED DRAIN AND WASTE PIPING SHALL BE 17 GAUGE CHROME PLATED BRASS. TRAP JOINTS EXPOSED DRAIN AND WASTE PIPING SHALL BE 17 GAUGE CHROME PLATED BRASS. TRAP JOINTS SHALL BE SLIP TYPE WITH CHROME PLATED BRASS NUTS AND COMPRESSION GASKETS. CHROME PLATED BRASS ESCUTCHEON PLATES SHALL BE INSTALLED AT WALL PENETRATIONS. a.4.A.B. EXPOSED DRAIN AND WASTE PIPING IN ADA INSTALLATIONS SHALL BE COVERED WITH ADA EXPOSED DRAIN AND WASTE PIPING IN ADA INSTALLATIONS SHALL BE COVERED WITH ADA COMPLIANT MOLDED VINYL JACKET COVERS PRECISELY FITTED TO INSTALLED PIPING. b. DOMESTIC WATER DOMESTIC WATER b.1. ABOVE GRADE-ALL PIPING 2" OR SMALLER SHALL BE ZURNPEX STICKS WITH ZURN EXPANSION FITTINGS OR ABOVE GRADE-ALL PIPING 2" OR SMALLER SHALL BE ZURNPEX STICKS WITH ZURN EXPANSION FITTINGS OR APPROVED EQUAL. ALL PIPING 2-1/2" OR LARGER SHALL BE SCHEDULE 40 CPVC WITH CPVC FITTINGS AND SOLVENT CEMENT JOINTS. ALL PEX PIPING SHALL BE INSTALLED WITH GALVANIZED PIPE SUPPORTS SIMILIAR TO UPONOR PEX-A PIPE SUPPORTS. b.2. BELOW GRADE, INSIDE STRUCTURE-SCHEDULE 40 CPVC WITH CPVC FITTINGS AND SOLVENT CEMENT JOINTS. BELOW GRADE, INSIDE STRUCTURE-SCHEDULE 40 CPVC WITH CPVC FITTINGS AND SOLVENT CEMENT JOINTS. CPVC PIPE SHALL EXTEND THROUGH THE BUILDING SLAB IF PRESENT. b.3. BELOW GRADE, OUTSIDE STRUCTURE-SCHEDULE 40 PVC WITH PVC FITTINGS AND SOLVENT CEMENT JOINTS. BELOW GRADE, OUTSIDE STRUCTURE-SCHEDULE 40 PVC WITH PVC FITTINGS AND SOLVENT CEMENT JOINTS. b.4. INSULATION INSULATION b.4.A. COLD WATER: INSULATE ALL PIPING ABOVE SLAB OR GRADE (INCLUDING TRAP PRIMERS) WITH 1/2" COLD WATER: INSULATE ALL PIPING ABOVE SLAB OR GRADE (INCLUDING TRAP PRIMERS) WITH 1/2" THICK FIBERGLASS WITH VAPOR SEAL. ALL PIPING IN PLENUM AREAS SHALL BE INSULATED WITH INSULATION WITH A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 b.4.B. HOT WATER: INSULATE ALL PIPING 1-1/4" OR SMALLER WITH 1" THICK FIBERGLASS. INSULATE ALL HOT WATER: INSULATE ALL PIPING 1-1/4" OR SMALLER WITH 1" THICK FIBERGLASS. INSULATE ALL PIPING 1-1/2" OR LARGER WITH 1-1/2" THICK FIBERGLASS. b.4.C. EXPOSED PIPE AND FITTING INSULATION IN FINISHED AREAS SHALL BE JACKETED WITH FACTORY EXPOSED PIPE AND FITTING INSULATION IN FINISHED AREAS SHALL BE JACKETED WITH FACTORY COLORED PVC INSULATION JACKETING. SUBMIT COLORS FOR APPROVAL. b.5. ALL HOT WATER SUPPLIES SHALL BE EQUIPPED WITH ANTI-SCALD/TEMPERING DEVICES CONFORMING TO ALL HOT WATER SUPPLIES SHALL BE EQUIPPED WITH ANTI-SCALD/TEMPERING DEVICES CONFORMING TO ASSE 1070. LAVATORY AND HAND WASH DEVICES SHALL LIMIT THE TEMPERATURE TO NO MORE THAN 110F. THE WATER HEATER SHALL BE SET TO NO MORE THAN 120F. b.6. PROVIDE WATER HAMMER ARRESTORS FOR HOT AND COLD WATER SUPPLY AT ALL HARD SHUTOFF DEVICES PROVIDE WATER HAMMER ARRESTORS FOR HOT AND COLD WATER SUPPLY AT ALL HARD SHUTOFF DEVICES (LAVATORIES, SINKS, DRINKING FOUNTAINS, DISHWASHERS, CLOTHES WASHERS, ETC.). c. DIELECTRIC UNIONS SHALL BE INSTALLED AT ALL DIS-SIMILAR METAL CONNECTIONS. DIS-SIMILAR HANGER TO DIELECTRIC UNIONS SHALL BE INSTALLED AT ALL DIS-SIMILAR METAL CONNECTIONS. DIS-SIMILAR HANGER TO PIPE, HANGER TO STRUCTURE, OR PIPE TO STRUCTURE CONTACT SHALL BE ISOLATED. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: c.1. COPPER TO STEEL COPPER TO STEEL c.2. CAST IRON TO STAINLESS STEEL CAST IRON TO STAINLESS STEEL c.3. STAINLESS STEEL TO STEEL STAINLESS STEEL TO STEEL c.4. BRASS TO STEEL BRASS TO STEEL c.5. BRONZE TO STEELT BRONZE TO STEELT E. PRESSURE TESTING PRESSURE TESTING 1. SANITARY, DRAIN, WASTE, AND VENT SANITARY, DRAIN, WASTE, AND VENT a. PLUG ALL OPENINGS EXCEPT THOSE AT THE UPPERMOST 10 FT OF THE SYSTEM. PLUG ALL OPENINGS EXCEPT THOSE AT THE UPPERMOST 10 FT OF THE SYSTEM. b. FILL SYSTEM WITH WATER TO MAINTAIN NO LESS THAN 10 FT HEAD ON ALL JOINTS AND PIPES BELOW THE FILL SYSTEM WITH WATER TO MAINTAIN NO LESS THAN 10 FT HEAD ON ALL JOINTS AND PIPES BELOW THE UPPERMOST 10 FT OF THE SYSTEM. MAINTAIN PRESSURE FOR 12 HOURS. c. IF LOSS OF PRESSURE OCCURS, LOCATE AND REPAIR LEAKS AND REPEAT TEST PROCEDURE. IF LOSS OF PRESSURE OCCURS, LOCATE AND REPAIR LEAKS AND REPEAT TEST PROCEDURE. d. DOCUMENT TEST AND PROVIDE TO OWNER. INSPECTION BY LOCAL AUTHORITY MAY BE REQUIRED. DOCUMENT TEST AND PROVIDE TO OWNER. INSPECTION BY LOCAL AUTHORITY MAY BE REQUIRED. 2. WATER SUPPLY WATER SUPPLY a. ALL SYSTEM PIPES AND JOINTS SHALL BE TESTED. ALL SYSTEM PIPES AND JOINTS SHALL BE TESTED. b. ISOLATE PORTION OF SYSTEM TO BE TESTED WITH SHUTOFF VALVES AND/OR CAPS. ISOLATE PORTION OF SYSTEM TO BE TESTED WITH SHUTOFF VALVES AND/OR CAPS. c. FILL SYSTEM WITH AIR (FOR PIPE OTHER THAN PLASTIC) OR WATER (FOR PLASTIC PIPE) TO A PRESSURE OF 100 FILL SYSTEM WITH AIR (FOR PIPE OTHER THAN PLASTIC) OR WATER (FOR PLASTIC PIPE) TO A PRESSURE OF 100 PSI. MAINTAIN PRESSURE FOR 12 HOURS. d. IF LOSS OF PRESSURE OCCURS, LOCATE AND REPAIR LEAKS AND REPEAT TEST PROCEDURE. IF LOSS OF PRESSURE OCCURS, LOCATE AND REPAIR LEAKS AND REPEAT TEST PROCEDURE. e. DOCUMENT TEST AND PROVIDE TO OWNER. INSPECTION BY LOCAL AUTHORITY MAY BE REQUIRED. DOCUMENT TEST AND PROVIDE TO OWNER. INSPECTION BY LOCAL AUTHORITY MAY BE REQUIRED. F. DISINFECTION OF DOMESTIC WATER PIPING SYSTEM DISINFECTION OF DOMESTIC WATER PIPING SYSTEM 1. PRIOR TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, FLUSHED, AND CLEAN. PRIOR TO STARTING WORK, VERIFY SYSTEM IS COMPLETE, FLUSHED, AND CLEAN. 2. ENSURE PH OF WATER TO BE TREATED IS BETWEEN 7.4 AND 7.6 BY ADDING ALKALI (CAUSTIC SODA OR SODA ASH) ENSURE PH OF WATER TO BE TREATED IS BETWEEN 7.4 AND 7.6 BY ADDING ALKALI (CAUSTIC SODA OR SODA ASH) OR ACID (HYDROCHLORIC). 3. INJECT DISINFECTANT (FREE CHLORINE IN LIQUID, POWDER, TABLET OR GAS FORM) THROUGHOUT SYSTEM TO OBTAIN INJECT DISINFECTANT (FREE CHLORINE IN LIQUID, POWDER, TABLET OR GAS FORM) THROUGHOUT SYSTEM TO OBTAIN 50 TO 80 MG/L RESIDUAL. 4. BLEED WATER FROM OUTLETS TO ENSURE DISTRIBUTION AND TEST FOR DISINFECTANT RESIDUAL AT MINIMUM 15 BLEED WATER FROM OUTLETS TO ENSURE DISTRIBUTION AND TEST FOR DISINFECTANT RESIDUAL AT MINIMUM 15 PERCENT OF OUTLETS. 5. MAINTAIN DISINFECTANT IN SYSTEM FOR 24 HOURS. MAINTAIN DISINFECTANT IN SYSTEM FOR 24 HOURS. 6. TEST FOR DISINFECTANT RESIDUAL. IF FINAL DISINFECTANT RESIDUAL TESTS LESS THAN 25 MG/L, REPEAT TREATMENT. TEST FOR DISINFECTANT RESIDUAL. IF FINAL DISINFECTANT RESIDUAL TESTS LESS THAN 25 MG/L, REPEAT TREATMENT. 7. FLUSH DISINFECTANT FROM SYSTEM UNTIL RESIDUAL IS EQUAL TO THAT OF INCOMING WATER OR 1.0 MG/L. FLUSH DISINFECTANT FROM SYSTEM UNTIL RESIDUAL IS EQUAL TO THAT OF INCOMING WATER OR 1.0 MG/L. 8. TAKE SAMPLES NO SOONER THAN 24 HOURS AFTER FLUSHING FROM 10 PERCENT OF OUTLETS AND FROM WATER TAKE SAMPLES NO SOONER THAN 24 HOURS AFTER FLUSHING FROM 10 PERCENT OF OUTLETS AND FROM WATER ENTRY. ANALYZE IN ACCORDANCE WITH AWWA C651. REPEAT ENTIRE PROCEDURE IF CONTAMINATION REMAINS. 9. DOCUMENT DISINFECTION AND PROVIDE TO OWNER. INSPECTION BY LOCAL AUTHORITY MAY BE REQUIRED. DOCUMENT DISINFECTION AND PROVIDE TO OWNER. INSPECTION BY LOCAL AUTHORITY MAY BE REQUIRED. G. ALL PIPING SHALL BE LABELED IN ACCORDANCE WITH ASTM STANDARD A13.1. LABELS SHALL INCLUDE PIPING SERVICE ALL PIPING SHALL BE LABELED IN ACCORDANCE WITH ASTM STANDARD A13.1. LABELS SHALL INCLUDE PIPING SERVICE (COLD WATER, HOT WATER, HOT WATER RETURN, VENT, ETC.), SIZE, AND DIRECTION OF FLOW. H. THE FINISHED FLOOR OF ALL AREAS SERVED BY A FLOOR DRAIN SHALL BE SLOPED A MINIMUM OF 1/16" PER FOOT THE FINISHED FLOOR OF ALL AREAS SERVED BY A FLOOR DRAIN SHALL BE SLOPED A MINIMUM OF 1/16" PER FOOT DOWNWARD TOWARD THE FLOOR DRAIN. THE SLOPE SHALL BE CONTINUOUS AND CONSISTENT FOR THE ENTIRE AREA BOUND BY THE ENCLOSING WALLS UNLESS OTHERWISE INDICATED IN THE ARCHITECTURAL OR FOUNDATION PLANS. THE TOP OF THE FLOOR DRAIN STRAINER SHALL BE THE LOWEST POINT IN THE SLOPED AREA, SHALL BE INSTALLED LEVEL, AND SHALL BE INSTALLED FLUSH WITH THE SURROUNDING FINISHED FLOOR. COORDINATE WITH GC. I. COORDINATE ALL REQUIRED WALL, FLOOR, CEILING, AND ROOF PENETRATION LOCATIONS AND SIZES WITH COORDINATE ALL REQUIRED WALL, FLOOR, CEILING, AND ROOF PENETRATION LOCATIONS AND SIZES WITH THE GC PRIOR TO CONSTRUCTION. GC SHALL PROVIDE ALL REQUIRED FRAMED OPENINGS, HEADERS, MASONRY OPENINGS, LINTELS, ETC. AS NECESSARY. J. COORDINATE ALL PIPE & FIXTURE LOCATIONS, SIZES, AND ROUTING WITH GC PRIOR TO CONSTRUCTION. COORDINATE ALL PIPE & FIXTURE LOCATIONS, SIZES, AND ROUTING WITH GC PRIOR TO CONSTRUCTION. GC SHALL PROVIDE A CLEAR PATH THROUGH FRAMING AND MASONRY COMPONENTS TO ACCOMMODATE PIPE ROUTING. K. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PHASING PLAN.CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PHASING PLAN.
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AutoCAD SHX Text G
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GAS
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GAL
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GALLONS
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GC
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GENERAL CONTRACTOR
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GCO
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GRADE CLEAN OUT
AutoCAD SHX Text H
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HB
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HOSE BIB
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HDPE
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HIGH DENSITY POLYETHYLENE
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HP
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HORSEPOWER
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HW
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HOT WATER
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HWR
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HOT WATER RETURN
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HWS
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HOT WATER SUPPLY
AutoCAD SHX Text K
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KW
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KILOWATT
AutoCAD SHX Text L
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LBS
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POUNDS
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LNG
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LIQUEFIED NATURAL GAS
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LP
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LIQUEFIED PETROLEUM (PROPANE OR BUTANE)
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LPG
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LIQUEFIED PETROLEUM GAS (PROPANE OR BUTANE)
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LW
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LAB WASTE
AutoCAD SHX Text M
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MAX
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MAXIMUM
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MBH
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ONE THOUSAND BRITISH THERMAL UNITS PER HOUR
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MC
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MECHANICAL CONTRACTOR
AutoCAD SHX Text
MCA
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MINIMUM CIRCUIT AMPACITY
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MDPE
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MEDIUM DENSITY POLYETHYLENE
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MIN
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MINIMUM
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MOCP
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MAXIMUM OVERCURRENT PROTECTION
AutoCAD SHX Text N
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NIC
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NOT IN CONTRACT
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NRS
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NON RISING STEM
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NTS
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NOT TO SCALE
AutoCAD SHX Text P
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PC
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PLUMBING CONTRACTOR
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PH
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PHASE
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PRV
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PRESSURE REDUCING VALVE
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PSIA
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POUNDS PER SQUARE INCH ATMOSPHERE
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PSIG
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POUNDS PER SQUARE INCH GAUGE
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PSI
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POUNDS PER SQUARE INCH
AutoCAD SHX Text R
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RPM
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REVOLUTIONS PER MINUTE
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RPZ
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REDUCED PRESSURE ZONE
AutoCAD SHX Text S
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SANITARY
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SQFT
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SQUARE FEET
AutoCAD SHX Text T
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TW
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TEMPERED WATER
AutoCAD SHX Text T&P
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TEMPERATURE AND PRESSURE
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TYP
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TYPICAL
AutoCAD SHX Text U
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UV
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ULTRA VIOLET
AutoCAD SHX Text V
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VOLTAGE OR VENT
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VTR
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VENT TO ROOF
AutoCAD SHX Text W
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WATT
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WCO
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WALL CLEAN OUT
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WH
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WATER HEATER
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COLD WATER
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EXISTING COLD WATER
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HOT WATER
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EXISTING HOT WATER
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HOT WATER RETURN
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EXISTING HOT WATER RETURN
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SANITARY
AutoCAD SHX Text
EXISTING SANITARY
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VENT
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EXISTING VENT
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GAS
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EXISTING GAS
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FIRE PROTECTION
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EXISTING FIRE PROTECTION
AutoCAD SHX Text
EXISTING TO BE REMOVED
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LEVER BALL VALVE
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HOSE BIB
AutoCAD SHX Text
CONNECT TO EXISTING
AutoCAD SHX Text
CAP AND SEAL
IF NOT ONE INCH ON THIS SHEET, ADJUST
SCALES ACCORDINGLY
BAR IS ONE INCH ON ORIGINAL DRAWING
SCALE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
E GN EG I N E R I N
MACHADO PATANO
A RR TC H I E C T U
DESI GN GROUP
E
PM
we b : m e n g. u sp.w ww
Bradford A. Jones, Architect
918 HOWARD AVE, SUITE F
BILOXI, MISSISSIPPI 39532
OFFICE: 228.388.1950
FAX: 228.388.1971
I S
S U
N
S T
R U
C T
I O
N
R
AS INDICATED
E
R
EV
IS
IO
N / S
UB
M
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TA
L M
AH
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PA
IR
B
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RC
E
BA
SE
KA
FB
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, M S
PLUMBING DEMO PLAN
SCALE: 1/8"=1'-0"
PLUMBING DEMOLITION KEY NOTES
P100
P L
U M
B I N
G
D
E M
O
P
L A
N
TJA
JMV
AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.
AutoCAD SHX Text C
AutoCAD SHX Text
COPYRIGHTED MATERIAL
AutoCAD SHX Text PRINTED: 4/23/2021 3:32 PM BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell 4/23/2021 3:32 PM BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell 4/23/2021 1:42 PM BY: Tabell BY: Tabell Tabell m:\0110_kafb\0110.20.002_blake gym\05-mechanical\02-production\01-production drawings\0110.20.002_blake gym_plumbing.dwg
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text 16922
AutoCAD SHX Text 04.23.2021
AutoCAD SHX Text N
AutoCAD SHX Text CONTRACTOR SHALL DEMOLISH EXISTING WATER CLOSET. PRESERVE SANITARY AND DOMESTIC WATER CONNECTIONS FOR NEW WATER CLOSET. CONTRACTOR SHALL DEMOLISH EXISTING WATER CLOSET. CAP SANITARY SEWER BELOW FINISH FLOOR AND PATCH TO MATCH EXISTING. DEMOLISH EXISTING DOMESTIC WATER LINE BACK TO MAIN AND CAP AT BRANCH CONNECTION. PATCH WALL TO LIKE NEW CONDITION. CONTRACTOR SHALL DEMOLISH EXISTING URINAL. PRESERVE SANITARY AND DOMESTIC WATER CONNECTIONS FOR NEW URINAL. CONTRACTOR SHALL DEMOLISH EXISTING DROP-IN LAVATORY. PRESERVE SANITARY AND DOMESTIC WATER CONNECTIONS FOR NEW LAVATORY. CONTRACTOR SHALL DEMOLISH EXISTING FLOOR DRAIN GRATE. EXISTING FLOOR DRAIN SHALL BE CAPPED/COVERED DURING CONSTRUCTION. CONTRACTOR SHALL DEMOLISH EXISTING WALL MOUNTED SHOWER FAUCET. DEMOLISH EXISTING DOMESTIC WATER LINE BACK TO MAIN AND CAP AT BRANCH CONNECTION. PATCH WALL TO LIKE NEW CONDITION. CONTRACTOR SHALL DEMOLISH EXISTING WALL MOUNTED SHOWER FAUCET AND FLOOR MOUNTED SHOWER RECEPTOR. DEMOLISH EXISTING DOMESTIC WATER LINE BACK TO MAIN AND CAP AT BRANCH CONNECTION. PATCH WALL TO LIKE NEW CONDITION. CAP SANITARY SEWER BELOW FINISH FLOOR. CONTRACTOR SHALL DEMOLISH EXISTING FLOOR DRAIN STRAINER AND GRATE. CAP SANITARY SEWER BELOW FINISH FLOOR. CONTRACTOR SHALL DEMOLISH EXISTING STEAMERS AND ALL ACCESSORIES. DEMOLISH EXISTING DOMESTIC WATER LINE BACK TO MAIN AND CAP AT BRANCH CONNECTION. CAP SANITARY SEWER BELOW FINISH FLOOR. CONTRACTOR SHALL DEMOLISH EXISTING WALL MOUNTED LAVATORY. PRESERVE SANITARY AND DOMESTIC WATER CONNECTIONS FOR NEW WALL MOUNTED LAVATORY. CONTRACTOR SHALL DEMOLISH EXISTING WATER COOLER. PRESERVE SANITARY AND DOMESTIC WATER CONNECTIONS FOR NEW WATER COOLER. CONTRACTOR SHALL DEMOLISH EXISTING WATER COOLER. CAP SANITARY SEWER IN WALL AND PATCH AND PAINT WALL TO MATCH EXISTING. CAP EXISTING DOMESTIC WATER LINE IN WALL. PATCH AND PAINT WALL TO LIKE NEW CONDITION.
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STRETCH
ROOM
CARDIO
ROOM
MECH
FAMILY
WORKOUT
ROOM
CIRCUIT
ROOM
WEIGHT
ROOM
MECH
WEIGHT
ROOM
STAIR
COURT #4
COURT #5
MEN'S
PRIVATE
LOCKERS
WOMEN'S
SAUNA
ADA RR
STORAGE
WOMEN'S
SHOWER
MEN'S
SHOWER
ADA RR
MEN'S
SAUNA
GENERAL
OFFICE
GYMNASIUM
RECEPTION
LAUNDRY
STORAGE
JANITOR
FAMILY RR
WOMEN'S
MEN'S
RESTROOMS
WOMEN'S
RESTROOMS
WOMEN'S
PRIVATE
LOCKER
WOMEN'S
LOCKERS
LOBBY
MEN'S
LOCKERS
CORRIDOR
OFFICE
107A
ELEC
VERIFY SCALES
1"
IF NOT ONE INCH ON THIS SHEET, ADJUST
SCALES ACCORDINGLY
BAR IS ONE INCH ON ORIGINAL DRAWING
SCALE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
E GN EG I N E R I N
MACHADO PATANO
A RR TC H I E C T U
DESI GN GROUP
E
PM
we b : m e n g. u sp.w ww
Bradford A. Jones, Architect
918 HOWARD AVE, SUITE F
BILOXI, MISSISSIPPI 39532
OFFICE: 228.388.1950
FAX: 228.388.1971
I S
S U
N
S T
R U
C T
I O
N
R
AS INDICATED
E
R
EV
IS
IO
N / S
UB
M
IT
TA
L M
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PA
IR
B
LA
KE
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H S
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ES
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AI
R
FO
RC
E
BA
SE
KA
FB
BI
LO
XI
, M S
SANITARY SEWER PLAN
SCALE: 1/8"=1'-0"
PLUMBING KEY NOTES
P101
S A
N I T
A R
Y
S
E W
P
L A
N
TJA
JMV
AutoCAD SHX Text
4" WCO
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4" WCO
AutoCAD SHX Text 1-1/2" V
AutoCAD SHX Text 1-1/2" V
AutoCAD SHX Text 3" V
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4" WCO
AutoCAD SHX Text 1-1/2" V
AutoCAD SHX Text 3" V
AutoCAD SHX Text 3" V
AutoCAD SHX Text 3" V
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4" WCO
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4" FCO
AutoCAD SHX Text 3" V
AutoCAD SHX Text P-1
AutoCAD SHX Text P-1
AutoCAD SHX Text P-1
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AutoCAD SHX Text P-5
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AutoCAD SHX Text P-12
AutoCAD SHX Text P-8
AutoCAD SHX Text
4" EXISTING
AutoCAD SHX Text
RECESS FLOOR AS NECESSARY FOR ADA INSTALLATION. COORDINATE WITH GC.
AutoCAD SHX Text
RECESS FLOOR AS NECESSARY FOR ADA INSTALLATION. COORDINATE WITH GC.
AutoCAD SHX Text NOTES: 1. CONNECT ALL NEW VENTS TO CONNECT ALL NEW VENTS TO EXISTING VENTS OF THE SAME SIZE OR LARGER. 2. SAW CUT EXISTING SLAB AS SAW CUT EXISTING SLAB AS NECESSARY FOR NEW SANITARY LINES. PATCH AND FILL TO MATCH EXISTING FLOOR.
AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.
AutoCAD SHX Text C
AutoCAD SHX Text
COPYRIGHTED MATERIAL
AutoCAD SHX Text PRINTED: 4/23/2021 3:32 PM BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell 4/23/2021 3:32 PM BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell 4/23/2021 1:42 PM BY: Tabell BY: Tabell Tabell m:\0110_kafb\0110.20.002_blake gym\05-mechanical\02-production\01-production drawings\0110.20.002_blake gym_plumbing.dwg
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text 16922
AutoCAD SHX Text 04.23.2021
AutoCAD SHX Text N
AutoCAD SHX Text CONTRACTOR SHALL CONNECT NEW WATER CLOSET TO EXISTING SANITARY SEWER CONNECTION IN FLOOR. PATCH FLOOR AS NECESSARY TO MATCH SURROUNDINGS. CONTRACTOR SHALL CONNECT NEW WATER CLOSET TO EXISTING SANITARY SEWER CONNECTION BELOW FLOOR. INSTALL OFFSET FLANGE/SAW CUT AS NECESSARY FOR ADA COMPLIANT CLEARANCES. PATCH FLOOR AS NECESSARY TO MATCH SURROUNDINGS. CONTRACTOR SHALL CONNECT NEW INTEGRATED LAVATORY TO EXISTING 1-1/2" SANITARY SEWER CONNECTION AT EXISTING WALL. CONTRACTOR SHALL INSTALL NEW ROUND STAINLESS STEEL GRATE ON EXISTING FLOOR DRAIN. VERIFY SIZE AND MODEL OF EXISTING PRIOR TO ORDERING. EXISTING FLOOR DRAIN SHALL BE CAPPED/COVERED DURING CONSTRUCTION AND THOROUGHLY CLEANED FOLLOWING CONSTRUCTION PRIOR TO INSTALLATION OF NEW GRATE. CONTRACTOR SHALL CONNECT NEW WALL MOUNTED LAVATORY TO EXISTING 1-1/2" SANITARY SEWER CONNECTION AT EXISTING WALL. CONTRACTOR SHALL CONNECT NEW WATER COOLER TO EXISTING SANITARY SEWER CONNECTION AT EXISTING WALL. CONTRACTOR SHALL CONNECT NEW URINAL TO EXISTING 2" SANITARY SEWER CONNECTION AT EXISTING WALL.
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STRETCH
ROOM
CARDIO
ROOM
MECH
FAMILY
WORKOUT
ROOM
CIRCUIT
ROOM
WEIGHT
ROOM
MECH
WEIGHT
ROOM
STAIR
COURT #4
COURT #5
MEN'S
PRIVATE
LOCKERS
WOMEN'S
SAUNA
ADA RR
STORAGE
WOMEN'S
SHOWER
MEN'S
SHOWER
ADA RR
MEN'S
SAUNA
GENERAL
OFFICE
GYMNASIUM
RECEPTION
LAUNDRY
STORAGE
JANITOR
FAMILY RR
WOMEN'S
MEN'S
RESTROOMS
WOMEN'S
RESTROOMS
WOMEN'S
PRIVATE
LOCKER
WOMEN'S
LOCKERS
LOBBY
MEN'S
LOCKERS
CORRIDOR
OFFICE
107A
ELEC
VERIFY SCALES
1"
IF NOT ONE INCH ON THIS SHEET, ADJUST
SCALES ACCORDINGLY
BAR IS ONE INCH ON ORIGINAL DRAWING
SCALE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
E GN EG I N E R I N
MACHADO PATANO
A RR TC H I E C T U
DESI GN GROUP
E
PM
we b : m e n g. u sp.w ww
Bradford A. Jones, Architect
918 HOWARD AVE, SUITE F
BILOXI, MISSISSIPPI 39532
OFFICE: 228.388.1950
FAX: 228.388.1971
I S
S U
N
S T
R U
C T
I O
N
R
AS INDICATED
E
R
EV
IS
IO
N / S
UB
M
IT
TA
L M
AH
G
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PA
IR
B
LA
KE
G
YM
H S
TR
EE
T, B
LD
G
KE
ES
LE
R
AI
R
FO
RC
E
BA
SE
KA
FB
BI
LO
XI
, M S
DOMESTIC WATER PLAN
SCALE: 1/8"=1'-0"
PLUMBING KEY NOTES
P102
D O
M E
S T
I
W
A T
P
A
N
TJA
JMV
AutoCAD SHX Text
FULL-PORT BALL VALVE
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AutoCAD SHX Text P-1
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AutoCAD SHX Text P-9
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AutoCAD SHX Text P-7
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AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.
AutoCAD SHX Text C
AutoCAD SHX Text
COPYRIGHTED MATERIAL
AutoCAD SHX Text PRINTED: 4/23/2021 3:32 PM BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell 4/23/2021 3:32 PM BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell 4/23/2021 1:42 PM BY: Tabell BY: Tabell Tabell m:\0110_kafb\0110.20.002_blake gym\05-mechanical\02-production\01-production drawings\0110.20.002_blake gym_plumbing.dwg
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text 16922
AutoCAD SHX Text 04.23.2021
AutoCAD SHX Text N
AutoCAD SHX Text CONTRACTOR SHALL CONNECT NEW WATER CLOSET TO EXISTING DCW LINE CONNECTION AT EXISTING WALL. CONTRACTOR SHALL CONNECT NEW INTEGRAL LAVATORY TO EXISTING DCW LINE CONNECTION AT EXISTING WALL. CONTRACTOR SHALL CONNECT NEW WALL MOUNTED LAVATORY TO EXISTING DCW LINE CONNECTION AT EXISTING WALL. CONTRACTOR SHALL CONNECT NEW URINAL TO EXISTING DCW LINE CONNECTION AT EXISTING WALL. CONTRACTOR SHALL CONNECT NEW WATER COOLER TO EXISTING DCW LINE CONNECTION AT EXISTING WALL.
AutoCAD SHX Text A
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AutoCAD SHX Text E
IF NOT ONE INCH ON THIS SHEET, ADJUST
SCALES ACCORDINGLY
BAR IS ONE INCH ON ORIGINAL DRAWING
SCALE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
E GN EG I N E R I N
MACHADO PATANO
A RR TC H I E C T U
DESI GN GROUP
E
PM
we b : m e n g. u sp.w ww
Bradford A. Jones, Architect
918 HOWARD AVE, SUITE F
BILOXI, MISSISSIPPI 39532
OFFICE: 228.388.1950
FAX: 228.388.1971
I S
S U
N
S T
R U
C T
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4FLOOR CLEANOUT DETAIL
SCALE: NTS
WALL CLEANOUT DETAIL
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PLUMBING FIXTURE SCHEDULE
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BRASS CLEAN OUT PLUG
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STAINLESS STEEL COVER WITH VANDAL RESISTANT FASTENERS
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FINISHED FLOOR. SEE ARCHITECTURAL.
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COMPACTED EARTH. SEE STRUCTURAL.
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CLEAN OUT BODY
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SEWER PIPE
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CONCRETE SLAB. SEE STRUCTURAL.
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18 GUAGE ROUND GALVANIZED STEEL
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ACCESS COVER
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FINISHED WALL
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CLEANOUT PIPE
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CLEANOUT TEE
AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.
AutoCAD SHX Text C
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COPYRIGHTED MATERIAL
AutoCAD SHX Text PRINTED: 4/23/2021 3:32 PM BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell 4/23/2021 3:32 PM BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell BY: Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell Tyler Abell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell LAST SAVED: 4/23/2021 1:42 PM BY: Tabell 4/23/2021 1:42 PM BY: Tabell BY: Tabell Tabell m:\0110_kafb\0110.20.002_blake gym\05-mechanical\02-production\01-production drawings\0110.20.002_blake gym_plumbing.dwg
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ENGINEER
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AutoCAD SHX Text 04.23.2021
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TAG
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DESCRIPTION
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MAKE
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MODEL
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CONNECTIONS
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NOTES
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CW
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HW
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TW
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AutoCAD SHX Text P-1
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ADA FLOOR MOUNT WATER CLOSET-FV
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AMERICAN STANDARD
AutoCAD SHX Text 3043.001
AutoCAD SHX Text 1"
AutoCAD SHX Text N/A
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AutoCAD SHX Text 3"
AutoCAD SHX Text 1,2,3,4,5,29
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ADA WALL MOUNT LAVATORY
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AMERICAN STANDARD
AutoCAD SHX Text 0356.421
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AutoCAD SHX Text N/A
AutoCAD SHX Text 1-1/4"
AutoCAD SHX Text 1,5,6,7,8,9,10,20,29
AutoCAD SHX Text P-3
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FLOOR DRAIN
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ZURN
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ZS415B-SZ1-TSP
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AutoCAD SHX Text N/A
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AutoCAD SHX Text 3"
AutoCAD SHX Text 5,14,15,29
AutoCAD SHX Text P-4
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ADA FORMED LAVATORY
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INPRO
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AutoCAD SHX Text 1-1/4"
AutoCAD SHX Text 1,5,6,7,8,9,10,29
AutoCAD SHX Text P-5
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FLOOR MOUNT WATER CLOSET-FV
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AMERICAN STANDARD
AutoCAD SHX Text 3043.001
AutoCAD SHX Text 1"
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text 3"
AutoCAD SHX Text 2,3,4,5,15,29
AutoCAD SHX Text P-6
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URINAL-FV
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AMERICAN STANDARD
AutoCAD SHX Text 6590.001
AutoCAD SHX Text 3/4"
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text 2"
AutoCAD SHX Text 17,19,29
AutoCAD SHX Text P-7
AutoCAD SHX Text 32"x32" CUSTOM SHOWER
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INPRO
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AutoCAD SHX Text 1/2
AutoCAD SHX Text N/A
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AutoCAD SHX Text 25,26,29,30
AutoCAD SHX Text P-8
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ADA HI/LO WATER COOLER
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ELKAY
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EMABFTL8WSLK
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AutoCAD SHX Text N/A
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AutoCAD SHX Text 1-1/2"
AutoCAD SHX Text 1,12,16,17,18,29
AutoCAD SHX Text P-9
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SINGLE WATER COOLER
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ELKAY
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EMABF8WSLK
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AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text 1-1/4"
AutoCAD SHX Text 12,15,16,17,25,29
AutoCAD SHX Text P-10
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ADA URINAL-FV
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AMERICAN STANDARD
AutoCAD SHX Text 6590.001
AutoCAD SHX Text 3/4"
AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
AutoCAD SHX Text 2"
AutoCAD SHX Text 1,17,19,29
AutoCAD SHX Text P-11
AutoCAD SHX Text ADA 36"x60" CUSTOM SHOWER
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INPRO
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AutoCAD SHX Text 1/2"
AutoCAD SHX Text 1/2"
AutoCAD SHX Text N/A
AutoCAD SHX Text 2"
AutoCAD SHX Text 1,24,25,27,29,31
AutoCAD SHX Text P-12
AutoCAD SHX Text ADA 36"x36" CUSTOM SHOWER
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INPRO
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AutoCAD SHX Text N/A
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AutoCAD SHX Text 1,24,25,28,29,31
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4" WCO
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4" WALL CLEAN OUT
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ZURN
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Z1446-BP
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AutoCAD SHX Text N/A
AutoCAD SHX Text N/A
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AutoCAD SHX Text 21,22,23,29
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4" FCO
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4" FLOOR CLEAN OUT
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ZURN
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ZS1400-B-BP
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AutoCAD SHX Text N/A
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AutoCAD SHX Text 21,22,29
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MOUNT WITH ADA CLEARANCES
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WITH TOTO TET1LA32#CP FLUSH VALVE OR APPROVED EQUAL
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WITH CHURCH 295SSCT SEAT OR APPROVED EQUAL
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COORDINATE RIGHT OR LEFT FLUSH VALVE LEVER INSTALLATION WITH ADA (OPEN SIDE)
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OR APPROVED EQUAL
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WITH ADA GRID STRAINER
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WITH 1-1/4" 17 GAUGE P-TRAP
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WITH BALL STOPS AND RIGID SUPPLIES
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WITH ADA TRAP, STOP, AND SUPPLY PROTECTORS
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AutoCAD SHX Text WITH TOTO TEL105-D10ET (WITH INTEGRATED MIXING VALVE) FAUCET (ASSE 1070 COMPLIANT) OR APPROVED EQUAL
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WITH ZURN Z843M-XL FAUCET
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WITH BOTTLE FILLER
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WITH DOME STRAINER
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WITH ASSE 1072 TRAP SEAL PROTECTION DEVICE
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MOUNT WITH STANDARD CLEARANCES
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WITH CONCEALED SUPPORT CARRIER
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WITH TOTO TEU1LA12#CP SENSOR FLUSH VALVE OR APPROVED EQUAL
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WITH CANE APRON
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WITH ZURN VERTICAL CARRIER SYSTEM OR APPROVED EQUAL
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WITH ZURN CARRIER SYSTEM OR APPROVED EQUAL
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WITH BRONZE PLUG
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WITH ROUND STAINLESS STEEL TOP
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CAP OPEN END AS NECESSARY
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WITH ZURN Z7000-HW3 ADA SHOWER FAUCET
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WITH ZURN Z7301-SS-MT-S9-PEX SHOWER FAUCET
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WITH STAINLESS STEEL LINEAR SHOWER DRAIN, STANDARD SLOTTED GRATE
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WITH ADA STAINLESS STEEL LINEAR SHOWER DRAIN, STANDARD SLOTTED GRATE
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WITH ADA STAINLESS STEEL LINEAR SHOWER DRAIN, STANDARD SLOTTED GRATE
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OR EQUAL
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INCLUDE BASE AND WALLS
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INCLUDE BASE, WALLS, GRAB BARS, AND ALL ADA ACCESSORIES
IF NOT ONE INCH ON THIS SHEET, ADJUST
SCALES ACCORDINGLY
BAR IS ONE INCH ON ORIGINAL DRAWING
SCALE:
PROJECT NO:
DRAWN BY:
CHECKED BY:
E GN EG I N E R I N
MACHADO PATANO
A RR TC H I E C T U
DESI GN GROUP
E
PM
we b : m e n g. u sp.w ww
Bradford A. Jones, Architect
918 HOWARD AVE, SUITE F
BILOXI, MISSISSIPPI 39532
OFFICE: 228.388.1950
FAX: 228.388.1971
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MECHANICAL NOTES
AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.
AutoCAD SHX Text C
AutoCAD SHX Text
COPYRIGHTED MATERIAL
AutoCAD SHX Text PRINTED: 4/23/2021 3:32 PM BY: Tyler Abell LAST SAVED: 4/23/2021 3:13 PM BY: Tabell 4/23/2021 3:32 PM BY: Tyler Abell LAST SAVED: 4/23/2021 3:13 PM BY: Tabell BY: Tyler Abell LAST SAVED: 4/23/2021 3:13 PM BY: Tabell Tyler Abell LAST SAVED: 4/23/2021 3:13 PM BY: Tabell LAST SAVED: 4/23/2021 3:13 PM BY: Tabell 4/23/2021 3:13 PM BY: Tabell BY: Tabell Tabell m:\0110_kafb\0110.20.002_blake gym\05-mechanical\02-production\01-production drawings\0110.20.002_blake gym_mech.dwg
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text 16922
AutoCAD SHX Text 04.23.2021
A. GENERAL GENERAL 1. ALL WORK SHALL CONFORM TO THE LATEST EDITIONS OF THE INTERNATIONAL CODE AND ALL LOCAL ALL WORK SHALL CONFORM TO THE LATEST EDITIONS OF THE INTERNATIONAL CODE AND ALL LOCAL ORDINANCES AS ADOPTED BY THE LOCAL JURISDICTION. 2. CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NECESSARY FOR THE COMPLETE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NECESSARY FOR THE COMPLETE INSTALLATION AND OPERATION OF THE SYSTEMS INDICATED ON THE CONTRACT DOCUMENTS AND DRAWINGS EVEN IF NOT SPECIFICALLY SHOWN. 3. THE DRAWINGS ARE, IN PART, DIAGRAMMATIC AND DO NOT ALWAYS SHOW ALL NECESSARY MATERIALS THE DRAWINGS ARE, IN PART, DIAGRAMMATIC AND DO NOT ALWAYS SHOW ALL NECESSARY MATERIALS AND EQUIPMENT TO SCALE OR IN EXACT LOCATIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO CHECK ALL MEASUREMENTS, COORDINATE ALL WORK WITH OTHER TRADES, REVIEW ALL ARCHITECTURAL AND STRUCTURAL DRAWINGS, AND VISIT THE JOBSITE TO MAKE APPROPRIATE MEASUREMENTS. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL PAY ALL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL PAY ALL ASSOCIATED FEES FOR SCOPE OF WORK. 5. WHEN THE SPECIFICATIONS OR DRAWINGS ARE UNCLEAR OR IN CONFLICT WITH CODES OR OTHER WHEN THE SPECIFICATIONS OR DRAWINGS ARE UNCLEAR OR IN CONFLICT WITH CODES OR OTHER TRADES, THE CONTRACTOR SHALL BRING THIS TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION BEFORE SUBMITTING A BID. 6. SUBMITTALS AND SHOP DRAWINGS FOR ALL EQUIPMENT, MATERIALS, AND ACCESSORIES SHALL BE SUBMITTALS AND SHOP DRAWINGS FOR ALL EQUIPMENT, MATERIALS, AND ACCESSORIES SHALL BE PROVIDED TO THE OWNER AND ENGINEER FOR REVIEW AND COMMENT PRIOR TO ORDER, MANUFACTURE, FABRICATION, AND INSTALLATION. FAILURE TO DO SO SHALL NOT RELIEVE THIS CONTRACTOR OF THE RESPONSIBILITY, CONSEQUENCES, AND POSSIBLE COSTS OF SUCH ACTION OR LACK OF ACTION REGARDLESS OF ANY AND ALL ERRORS OR OMISSIONS ON THESE DOCUMENTS. THIS ENGINEER SHALL NOT BE HELD LIABLE FOR ANY COSTS ASSOCIATED WITH THIS CONTRACTOR'S FAILURE TO COMPLY WITH THIS ITEM. IF SUBSTITUTIONS FOR SPECIFIED ITEMS ARE MADE, IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVE PERFORMANCE, COMPATIBILITY, AND CONFORMANCE WITH THE ORIGINAL DESIGN AND SPECIFICATIONS.
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