Attachment 3 - Drawings.pdf
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MAHG211108 - REPLACE SANITARY
LINES DINING FACILITIES -
LIVE OAK DINING
VECTRUS
BLDG 2001 - 505 E. STREET
KAFB - BILOXI, MS
REV 0 - ISSUED FOR CONSTRUCTION
08.14.2020
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PROJECT NO:
DRAWN BY:
CHECKED BY:
MA C H A D O P A T A N O
E N G I N E E R N G
918 HOWARD AVE., SUITE F
Biloxi, Mississippi 39530
O: 228.388.1950 | F: 228.388.1971 www.mpeng.us
M p de s i gn group i a r c h i t E c t u r E
Bradford A. Jones, Architect
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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.
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COPYRIGHTED MATERIAL
AutoCAD SHX Text PRINTED: 8/10/2020 3:31 PM BY: Colin Clements LAST SAVED: 8/10/2020 3:20 PM BY: Tabell 8/10/2020 3:31 PM BY: Colin Clements LAST SAVED: 8/10/2020 3:20 PM BY: Tabell BY: Colin Clements LAST SAVED: 8/10/2020 3:20 PM BY: Tabell Colin Clements LAST SAVED: 8/10/2020 3:20 PM BY: Tabell LAST SAVED: 8/10/2020 3:20 PM BY: Tabell 8/10/2020 3:20 PM BY: Tabell BY: Tabell Tabell m:\0110_kafb\0110.20.001_dining hall drains\05-mechanical\02-production\01-production drawings\live oak dining hall\01 t-100 title sheet.dwg
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ABBREVIATIONS INDEX
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PROJECT TEAM
ARCHITECT: BRADFORD A. JONES, AIA
Email: micah@mpeng.us
STRUCTURAL ENGINEER:
CIVIL ENGINEER: N/A
MECHANICAL ENGINEER: MICAH VAN DUIJVENDIJK, PE
ELECTRICAL ENGINEER: BRAD P. PATANO, PE PRINCIPAL
Email: bpatano@mpeng.us
OWNER: KEESLER AIR FORCE BASE
VECTRUS
BILOXI, MISSISSIPPI
228.377.1110
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ARCHITECT / ENGINEER: MACHADO PATANO, PLLC &
M|P DESIGN GROUP, PLLC
918 HOWARD AVENUE, SUITE F
BILOXI, MS 39530
PHONE: (228) 388-1950
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PROJECT NO:
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MA C H A D O P A T A N O
E N G I N E E R N G
918 HOWARD AVE., SUITE F
Biloxi, Mississippi 39530
O: 228.388.1950 | F: 228.388.1971 www.mpeng.us
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PROJECT SITE
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Email: bjones@mpeng.us
PROJECT SITE
PROJECT SPECIFIC NOTES
AutoCAD SHX Text & AND AND @ AT AT ANGLE ANGLE A/C AIR CONDITIONING AIR CONDITIONING ACT ACOUSTICAL CEILING TILE ACOUSTICAL CEILING TILE ADDT'L ADDITIONAL ADDITIONAL ADJ ADJUSTABLE ADJUSTABLE A.F. ACCESS FLOORING ACCESS FLOORING A.F.D. AUTOMATIC FIRE DAMPER AUTOMATIC FIRE DAMPER A.F.F. ABOVE FINISH FLOOR ABOVE FINISH FLOOR ALUM ALUMINUM ALUMINUM ALT ALTERNATE ALTERNATE APPROX APPROXIMATE APPROXIMATE ARCH ARCHITECT ARCHITECT BTWN BETWEEN BETWEEN BIT BITUMEN BITUMEN B.J. BAR JOIST BAR JOIST BLDG BUILDING BUILDING BLK BLOCK BLOCK BLK'G BLOCKING BLOCKING BLT BUILT BUILT BM BEAM BEAM B.O. BOTTOM OF BOTTOM OF B.R. BACKER ROD BACKER ROD BTWN BETWEEN BETWEEN CAP CAPACITY CAPACITY C/C CENTER TO CENTER CENTER TO CENTER CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION C.J. CONTROL JOINT CONTROL JOINT CL CLEAR CLEAR CLG CEILING CEILING CLO CLOSET CLOSET CLR COLOR COLOR CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CONTR. CONTRACTOR CONTRACTOR CONTRACTOR COL COLUMN COLUMN COMP COMPRESSION/COMPRESSED COMPRESSION/COMPRESSED CONC CONCRETE CONCRETE COND CONDENSATE CONDENSATE CONST CONSTRUCTION CONSTRUCTION CONT CONTINUOUS CONTINUOUS CPLNG COUPLING COUPLING CPT CARPET CARPET CT CERAMIC TILE CERAMIC TILE CTB CERAMIC TILE BASE CERAMIC TILE BASE CTR CENTERS CENTERS CENTER CENTER C.W. COLD WATER COLD WATER /DIADIAMETER DB DRY BULB DRY BULB DBL DOUBLE DOUBLE DEFL DEFLECTION DEFLECTION DEPT. DEPARTMENT DEPARTMENT DET/DTL DETAIL DETAIL DISP. DISPENSER DISPENSER DISPENSER DK DARK DARK DN DOWN DOWN D.P. DAMPROOFING DAMPROOFING DS DOWNSPOUT DOWNSPOUT DWG(S) DRAWING(S) DRAWING(S) EA EACH EACH EDF ELECTRONICDRINKING FOUNTAIN ELECTRONICDRINKING FOUNTAIN EF EXHAUST FAN EXHAUST FAN EFC EACH FACE EACH FACE EJ EXPANSION JOINT EXPANSION JOINT ELEC. ELECTRICAL ELECTRICAL ELECTRICAL EL/ELEV ELEVATION ELEVATION EMBED EMBEDDED EMBEDDED ENGR. ENGINEER ENGINEER ENGINEER ENT ENTERING/ ENTRY ENTERING/ ENTRY EQ EQUAL EQUAL EQUIP EQUIPMENT EQUIPMENT ES EXPOSED STRUCTURE EXPOSED STRUCTURE EXH EXHAUST EXHAUST EXPAN EXPANSION EXPANSION EXT EXTERIOR EXTERIOR FA FIRE ALARM FIRE ALARM FAC FIRE ALARM CABINET FIRE ALARM CABINET FD FLOOR DRAIN FLOOR DRAIN FAR FIRE ALARM REMOTE FIRE ALARM REMOTE FE FIRE EXTINGUISHER FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIRE EXTINGUISHER CABINET FH FIRE HYDRANT FIRE HYDRANT FIN FINISH FINISH FLR FLOOR FLOOR F..C. FACE OF CONC FACE OF CONC F.O.B. FACE OF BRICK FACE OF BRICK FR FRAME FRAME FS FLOW SWITCH FLOW SWITCH FTG FOOTING FOOTING GA GAUGE GAUGE GALV GALVANIZED GALVANIZED G.C. GENERAL CONTRACTOR GENERAL CONTRACTOR G.G.CMU GROUND FACE CMU GROUND FACE CMU GL GLASS GLASS GPM GALLONS PER MINUTE GALLONS PER MINUTE GYP BD GYPSUM BOARD GYPSUM BOARD HB HOSE BIB HOSE BIB HC HANDICAP HANDICAP HDWR HARDWARE HARDWARE HM HOLLOW METAL HOLLOW METAL HP HIGH POINT HIGH POINT HORIZ. HORIZONTAL HORIZONTAL HR HOUR HOUR HT HEIGHT HEIGHT H.W. HOT WATER HOT WATER HVAC HEATING, VENTILATION, AIR HEATING, VENTILATION, AIR CONDITION IC INTERCOM INTERCOM INSUL INSULATION INSULATION INT INTERIOR INTERIOR INV INVERT INVERT JAN JANITOR JANITOR JNT JOINT JOINT JST JOIST JOIST LAM LAMINATE(D) LAMINATE(D) L.A.T. LAY-IN ACOUSTICAL CEILING LAY-IN ACOUSTICAL CEILING LAY-IN ACOUSTICAL CEILING LAV LAVATORY LAVATORY LF LINEAR FEET LINEAR FEET LG LEG LEG LP LIGHT POLE LIGHT POLE LAM LAMINATE LAMINATE LAV LAVATORY LAVATORY LT LIGHT LIGHT MA MIXED AIR MIXED AIR MAS MASONRY MASONRY MAT'L MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MFR/MFGR MANUFACTURER MANUFACTURER MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS M.O. MASONRY OPENING MASONRY OPENING MAS. MODIFIED MODIFIED MODIFIED MRV MOISTURE RELEASE VENT MOISTURE RELEASE VENT M.T. METAL THRESHOLD METAL THRESHOLD MTD MOUNTED MOUNTED MTL METAL METAL N/A NOT APPLICABLE NOT APPLICABLE NF NATURAL FINISH NATURAL FINISH NIC NOT IN CONTRACT NOT IN CONTRACT NO. / # NUMBER NUMBER NOM NOMINAL NOMINAL N.T.S. NOT TO SCALE NOT TO SCALE OA OUTSIDE AIR OUTSIDE AIR O.C. ON CENTER ON CENTER O.C.E.W. ON CENTER EACH WAY ON CENTER EACH WAY OH OVERHEAD OVERHEAD OPN'G OPENING OPENING OPP. OPPOSITE OPPOSITE OPPOSITE OZ. OUNCE OUNCE ± , +/_PLUS OR MINUS PT PAINT PAINT PART'N PARTITION PARTITION PRE-FIN PRE FINISH(ED) PRE FINISH(ED) PL PLATE PLATE PROPERTY LINE PLAM PLASTIC LAMINATE PLASTIC LAMINATE PLYWD PLYWOOD PLYWOOD PNL PANEL PANEL PP POWER POLE POWER POLE PR PAIR PAIR PRE FAB PREFABRICATED PREFABRICATED PROJ PROJECTION PROJECTION PSF PUNDS/SQUARE INCH PUNDS/SQUARE INCH P.T.D. PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER QT QUARRY TILE QUARRY TILE GTB QUARRY TILE BASE QUARRY TILE BASE GTY QUANTITY QUANTITY RA RETURN AIR RETURN AIR RB RUBBER BASE RUBBER BASE RD ROOF DRAIN ROOF DRAIN RE: REFER TO... REFER TO... REF REFERENCE REFERENCE REFR REFIRGERATOR REFIRGERATOR REINF REINFORCED REINFORCED REQ'D REQUIRED REQUIRED RET RETURN RETURN RM ROOM ROOM R.O ROUGH OPENING ROUGH OPENING RTU ROOF TOP UNIT ROOF TOP UNIT SA SUPPLY AIR SUPPLY AIR SAN SANITARY SANITARY SAFM SELF ADHERING FLASHING SELF ADHERING FLASHING MEMBRANE SCHED SCHEUDLE SCHEUDLE SCWD SOLID CORE WOOD SOLID CORE WOOD SECT SECTION SECTION SF STOREFRONT/ SQUARE FEET STOREFRONT/ SQUARE FEET SHT SHEET SHEET SIM SIMILAR SIMILAR SL SLOPE SLOPE SP SPACING SPACING SPEC SPECIFIED/ SPECIFICATIONS SPECIFIED/ SPECIFICATIONS SQ SQUARE SQUARE SS STAINLESS STEEL STAINLESS STEEL STD STANDARD STANDARD STL STEEL STEEL STRUCT. STRUCTURAL STRUCTURAL SUP SUPPLY SUPPLY SUSP SUSPENDED SUSPENDED SYN SYNTHETIC SYNTHETIC T&B TOP & BOTTOM TOP & BOTTOM TBM TEMPORARY BENCH MARK TEMPORARY BENCH MARK TEL TELEPHONE TELEPHONE T&G TOUNGE & GROOVE TOUNGE & GROOVE THRESH. THRESHOLD THRESHOLD TLT TOILET TOILET T.O. TOP OF TOP OF TOP OF T.O.B. TOP OF BEAM TOP OF BEAM TOP OF BEAM T.O.S. TOP OF STRUCTURE TOP OF STRUCTURE TP TOILET PAPER HOLDER TOILET PAPER HOLDER TRTD TREATED TREATED TYP TYPICAL ALL SIMILAR TYPICAL ALL SIMILAR CONDITIONS U.C. UNDER COUNTER UNDER COUNTER UNDER COUNTER U.L. UNDERWRITER'S LABORATORY UNDERWRITER'S LABORATORY UNDERWRITER'S LABORATORY U.N.O. UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE VAR VARIES VARIES VD VOLUME DAMPER VOLUME DAMPER VERT VERTICAL VERTICAL VCT VINYL COMPOSITION TILE VINYL COMPOSITION TILE V.I.F. VERIFY IN FIELD VERIFY IN FIELD VERIFY IN FIELD VTR VENT-THRU-ROOF VENT-THRU-ROOF VWC VINYL WALL COVERING VINYL WALL COVERING W. WIDE, WIDTH WIDE, WIDTH WIDE, WIDTH W/ WITH WITH W/O WITHOUT WITHOUT WD WOOD WOOD WG WATER GAUGE WATER GAUGE WGVP WIRE GLASS VISION PANEL WIRE GLASS VISION PANEL WH WATER HEATER WATER HEATER WP WATERPROOFING WATERPROOFING
AutoCAD SHX Text T101 TITLE TITLE G101 GENERAL INDEX GENERAL INDEX D100 GREASE WASTE SAWCUT PLAN GREASE WASTE SAWCUT PLAN A101 SAWCUT PATCH PLAN SAWCUT PATCH PLAN P001 PLUMBING NOTES PLUMBING NOTES P100 PLUMBING DEMO PLAN PLUMBING DEMO PLAN P101 GREASE WASTE PLAN GREASE WASTE PLAN P501 PLUMBING DETAILS PLUMBING DETAILS P502 PLUMBING DETAILS PLUMBING DETAILS P601 PLUMBING SCHEDULES PLUMBING SCHEDULES
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1. THIS PROJECT CONSISTS OF DEMOLITION AND REPLACEMENT OF EXISTING GREASE WASTE LINES, FLOOR DRAINS, FLOOR THIS PROJECT CONSISTS OF DEMOLITION AND REPLACEMENT OF EXISTING GREASE WASTE LINES, FLOOR DRAINS, FLOOR SINKS, CLEANOUTS, AND GREASE INTERCEPTOR FOR LIVE OAK DINING FACILITY AT KAFB.
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: 8/10/2020 3:31 PM BY: Colin Clements LAST SAVED: 8/10/2020 3:20 PM BY: Tabell 8/10/2020 3:31 PM BY: Colin Clements LAST SAVED: 8/10/2020 3:20 PM BY: Tabell BY: Colin Clements LAST SAVED: 8/10/2020 3:20 PM BY: Tabell Colin Clements LAST SAVED: 8/10/2020 3:20 PM BY: Tabell LAST SAVED: 8/10/2020 3:20 PM BY: Tabell 8/10/2020 3:20 PM BY: Tabell BY: Tabell Tabell m:\0110_kafb\0110.20.001_dining hall drains\05-mechanical\02-production\01-production drawings\live oak dining hall\01 t-100 title sheet.dwg
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1. THE CONSTRUCTION DOCUMENTS ARE COMPRISED OF BOTH DRAWINGS AND SPECIFICATIONS (PROJECT THE CONSTRUCTION DOCUMENTS ARE COMPRISED OF BOTH DRAWINGS AND SPECIFICATIONS (PROJECT MANUAL) AS A WHOLE. THE GENERAL CONTRACTOR SHALL NOT BREAK OUT SECTIONS TO SUB-CONTRACTORS OR VENDORS. 2. BIDDERS ARE ENCOURAGED TO FIELD VERIFY ALL EXISTING CONDITIONS ON THE PROJECT JOB SITE BIDDERS ARE ENCOURAGED TO FIELD VERIFY ALL EXISTING CONDITIONS ON THE PROJECT JOB SITE PRIOR TO BIDDING. 3. DO NOT SCALE DRAWINGS; IF DIMENSIONS ARE IN QUESTION CONTRACTOR SHALL BE RESPONSIBLE DO NOT SCALE DRAWINGS; IF DIMENSIONS ARE IN QUESTION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM CONTRACTING OFFICER BEFORE CONTINUING WITH CONSTRUCTION. 4. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK OF ALL TRADES TO INSURE A GENERAL 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 CONTRACTING OFFICER. BEFORE PROCEEDING WITH CONSTRUCTION OF WORK WITH CONFLICT. 5. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ABOVE CEILING WORK TO INSURE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ABOVE CEILING WORK TO INSURE ADEQUATE INSTALL FOR ALL COMPONENTS AND TO PREVENT THE ADJUSTMENT OF ANY CEILING COMPONENTS. 6. GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING AND PROTECTING ALL CONSTRUCTION GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING AND PROTECTING ALL CONSTRUCTION MATERIALS, EQUIPMENT, TOOLS, AND TEMPORARY FACILITIES ON THE JOB SITE FOR THE DURATION OF THE PROJECT. 7. MATERIALS USED ON THIS PROJECT SHALL NOT CONTAIN ASBESTOS. MATERIALS USED ON THIS PROJECT SHALL NOT CONTAIN ASBESTOS. 8. GENERAL CONTRACTOR SHALL PLACE AND MAINTAIN THROUGHOUT DURATION OF PROJECT SPECIFIED GENERAL CONTRACTOR SHALL PLACE AND MAINTAIN THROUGHOUT DURATION OF PROJECT SPECIFIED GROUND MATERIAL OVER SOILS ADJACENT TO BUILDING PRIOR TO INSTALLING EXTERIOR WALL FINISH MATERIALS TO PREVENT STAINING ON FINISHED PRODUCT. ALL STAINS ON EXTERIOR WALL MATERIALS SHALL BE CLEANED AND FULLY REMOVED BEFORE SUBSTANTIAL COMPLETION OF PROJECT AT NO ADDITIONAL COST TO THE OWNER. IF STAINS CAN NOT BE REMOVED FROM THE FINISH MATERIALS, THE MATERIAL MUST BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 9. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS MARKED AS REQUIRED PER GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS MARKED AS REQUIRED PER SPECIFICATIONS FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION. CONTRACTOR IS PROCEEDING AT HIS OWN RISK IF MATERIAL OR COMPONENTS ARE INSTALLED PRIOR TO RECEIVING REVIEWED AND EXECUTED SHOP DRAWINGS AND SUBMITTALS. CONTRACTOR SHALL TAKE LIABILITY FOR REMOVAL AND REPLACEMENT, AT NO ADDITIONAL COST TO THE OWNER, OF ALL MATERIAL, COMPONENTS AND LABOR FOR WORK INSTALLED WITHOUT SIGNED/STAMPED/APPROVED SHOP DRAWINGS AND SUBMITTALS. 10. ITEMS, DIMENSIONS, AND CLEARANCES SHOWN ON THESE DIAGRAMS ARE TYPICAL PROJECT TO ITEMS, DIMENSIONS, AND CLEARANCES SHOWN ON THESE DIAGRAMS ARE TYPICAL PROJECT TO PROJECT CONDITIONS AND ARE NOT INTENDED TO BE ALL INCLUSIVE, NOR MAY THEY ALL BE APPLICABLE FOR THIS SPECIFIC PROJECT. THEY ARE SHOWN FOR GENERAL REFERENCE PURPOSES ONLY DEPICTING THE MINIMUM REQUIREMENTS ALLOWED BY THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN (ADA). THEY DO NOT REPRESENT A COMPLETE LISTING OF GUIDELINES OR STANDARDS NECESSARY TO MEET THE 2010 ADA ACCESSIBILITY CODE REQUIREMENTS. THE OVERALL INTENT OF THE CONSTRUCTION DOCUMENTS FOR THIS PROJECT IS FOR IT TO BE IN FULL COMPLIANCE WITH THE 2010 ADA IN ITS ENTIRETY. IF A SITUATION ARISES DURING CONSTRUCTION WHERE A DISCREPANCY OCCURS BETWEEN A DESIGNED DETAIL OR A BUILT CONDITION AND THE MINIMUMS REQUIREMENTS SET FORTH BY THESE DIAGRAMS OR ANY DIAGRAM IN THE 2010 ADA, THEN IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE CONTRACTING OFFICER TO ASSIST WITH MAKING A RESOLUTION PRIOR TO MOVING FORWARD WITH CONSTRUCTION OF THE AFFECTED DETAIL. 11. IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY DURING BIDDING TO BRING ANY IT WILL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY DURING BIDDING TO BRING ANY DISCREPANCIES BETWEEN DOCUMENTS TO THE CONTRACTING OFFICER'S ATTENTION. ALL BASE AND ALTERNATE BIDS MUST BE BASED ON THE MOST STRINGENT REQUIREMENTS CALLED FOR AND, IN ADDITION, THE MOST STRINGENT REQUIREMENTS SHOWN SHALL GOVERN AND TAKE PRECEDENCE IN THE EVENT OF ANY AND ALL CONFLICTS BETWEEN DIFFERENT DRAWINGS (PLANS, ELEVATIONS, DETAILS, SECTIONS, SCHEDULES, ETC.), BETWEEN DIFFERENT SPECIFICATION SECTIONS, WITHIN SPECIFICATION SECTIONS, AND BETWEEN THE DRAWINGS AND THE SPECIFICATIONS.
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1. THE CONTRACTOR SHALL PROPOSE AND PROVIDE A WORK PHASING PLAN SUBMITTED TO THE CONTRACTOR SHALL PROPOSE AND PROVIDE A WORK PHASING PLAN SUBMITTED TO CONTRACTING OFFICER FOR APPROVAL 14 DAYS PRIOR TO BEGINNING WORK.
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PROJECT NO:
DRAWN BY:
CHECKED BY:
MA C H A D O P A T A N O
E N G I N E E R N G
918 HOWARD AVE., SUITE F
Biloxi, Mississippi 39530
O: 228.388.1950 | F: 228.388.1971 www.mpeng.us
M p des i gn group i a r c h i t E c t u r E
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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: 8/10/2020 3:31 PM BY: Colin Clements LAST SAVED: 8/10/2020 9:59 AM BY: Tabell 8/10/2020 3:31 PM BY: Colin Clements LAST SAVED: 8/10/2020 9:59 AM BY: Tabell BY: Colin Clements LAST SAVED: 8/10/2020 9:59 AM BY: Tabell Colin Clements LAST SAVED: 8/10/2020 9:59 AM BY: Tabell LAST SAVED: 8/10/2020 9:59 AM BY: Tabell 8/10/2020 9:59 AM BY: Tabell BY: Tabell Tabell m:\0110_kafb\0110.20.001_dining hall drains\05-mechanical\02-production\01-production drawings\live oak dining hall\0110.20.001_dining hall drains_arch.dwg
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AutoCAD SHX Text SAWCUT AND DEMOLISH EXISTING CONCRETE SLAB FOR NEW GREASE WASTE PIPING (REF. PLUMBING). REMOVE TILE, ASSOCIATED MORTAR AND GROUT AT INDICATED AREA TO EXTENT OF ADJACENT FULL TILE. PREPARE SLAB FOR NEW TILE.
AutoCAD SHX Text NOTES: 1. CONTRACTOR TO COORDINATE SAWCUT AREAS WITH PLUMBING PLANS. CONTRACTOR TO COORDINATE SAWCUT AREAS WITH PLUMBING PLANS. 2. SAWCUTS AND SLAB DEMOLITION AREAS INDICATED ON THIS PLAN ARE APPROXIMATE SAWCUTS AND SLAB DEMOLITION AREAS INDICATED ON THIS PLAN ARE APPROXIMATE IN RELATION TO PROPOSED NEW PLUMBING PIPING. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE SAWCUT AND DEMOLITION OF EXISTING CONCRETE SLAB. 3. CONTRACTOR TO PROVIDE DEMOLITION DUST PROTECTION IN AREA OF WORK. CONTRACTOR TO PROVIDE DEMOLITION DUST PROTECTION IN AREA OF WORK. 4. CONTRACTOR TO PROVIDE TEMPORARY TRENCH COVER/GRATING AND FALL CONTRACTOR TO PROVIDE TEMPORARY TRENCH COVER/GRATING AND FALL PROTECTION DURING DEMOLITION PHASES. 5. CONTRACTOR SHALL REMOVE, STORE, UNISTALL, AND INSTALL BACK IN PLACE ANY CONTRACTOR SHALL REMOVE, STORE, UNISTALL, AND INSTALL BACK IN PLACE ANY KITCHEN EQUIPMENT OR LOOSE FURNITURE IN THE WAY TO ACCESS AND COMPLETE WORK INCLUDED IN WORK AREA. IF NECESSARY, CONTRACTOR SHALL PROVIDE TEMPORARY MOVABLE STORAGE UNIT LOCATED IN A LAYDOWN AREA NEAR THE JOBSITE INDICATED BY CONTRACTING OFFICER. CONTRACTOR SHALL COORDINATE AN INSPECTION PRIOR TO REMOVAL AND PRIOR TO RE-INSTALLATION OF THOSE ITEMS WITH CONTRACTING OFFICER. **NOTE** AT LOAD BEARING WALL CROSSINGS, NEW PLUMBING SHALL BE INSTALLED UNDER EXISTING WALL FOUNDATIONS. CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHILE TUNNELING UNDER EXISTING LOAD BEARING WALL FOUNDATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH FOUNDATION/WALL SHORING AND FOR ANY REPAIRS TO EXISTING FOUNDATIONS AND/OR WALLS SHOULD THEY BE DAMAGED.
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PROJECT NO:
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918 HOWARD AVE., SUITE F
Biloxi, Mississippi 39530
O: 228.388.1950 | F: 228.388.1971 www.mpeng.us
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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: 8/10/2020 3:31 PM BY: Colin Clements LAST SAVED: 8/10/2020 9:59 AM BY: Tabell 8/10/2020 3:31 PM BY: Colin Clements LAST SAVED: 8/10/2020 9:59 AM BY: Tabell BY: Colin Clements LAST SAVED: 8/10/2020 9:59 AM BY: Tabell Colin Clements LAST SAVED: 8/10/2020 9:59 AM BY: Tabell LAST SAVED: 8/10/2020 9:59 AM BY: Tabell 8/10/2020 9:59 AM BY: Tabell BY: Tabell Tabell m:\0110_kafb\0110.20.001_dining hall drains\05-mechanical\02-production\01-production drawings\live oak dining hall\0110.20.001_dining hall drains_arch.dwg
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AutoCAD SHX Text PATCH CONCRETE SLAB TO MATCH FINISH FLOOR AND PREPARE FOR NEW TILE. PROVIDE AND INSTALL NEW TILE AND GROUT TO MATCH EXISTING.
AutoCAD SHX Text NOTES: 1. CONTRACTOR TO COORDINATE WITH PLUMBING PLANS. CONTRACTOR TO COORDINATE WITH PLUMBING PLANS. 2. AREAS INDICATED TO RECEIVE WORK ON THIS PLAN ARE APPROXIMATE IN RELATION AREAS INDICATED TO RECEIVE WORK ON THIS PLAN ARE APPROXIMATE IN RELATION TO PROPOSED NEW PLUMBING PIPING. 3. CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONCRETE TESTING AND REPORT AS CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONCRETE TESTING AND REPORT AS SPECIFIED IN PROJECT MANUAL.
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E N G I N E E R N G
918 HOWARD AVE., SUITE F
Biloxi, Mississippi 39530
O: 228.388.1950 | F: 228.388.1971 www.mpeng.us
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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: 8/10/2020 3:31 PM BY: Colin Clements LAST SAVED: 8/10/2020 9:56 AM BY: Tabell 8/10/2020 3:31 PM BY: Colin Clements LAST SAVED: 8/10/2020 9:56 AM BY: Tabell BY: Colin Clements LAST SAVED: 8/10/2020 9:56 AM BY: Tabell Colin Clements LAST SAVED: 8/10/2020 9:56 AM BY: Tabell LAST SAVED: 8/10/2020 9:56 AM BY: Tabell 8/10/2020 9:56 AM BY: Tabell BY: Tabell Tabell m:\0110_kafb\0110.20.001_dining hall drains\05-mechanical\02-production\01-production drawings\live oak dining hall\0110.20.001_dining hall drains_mech.dwg
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text 16922
AutoCAD SHX Text 08.14.2020
AutoCAD SHX Text A. GENERAL GENERAL 1. ALL WORK SHALL CONFORM TO THE LATEST EDITIONS OF THE INTERNATIONAL CODES AND ALL WORK SHALL CONFORM TO THE LATEST EDITIONS OF THE INTERNATIONAL CODES 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 THE DRAWINGS ARE, IN PART, DIAGRAMMATIC AND DO NOT ALWAYS SHOW ALL NECESSARY MATERIALS AND EQUIPMENT TO SCALE OR IN EXACT LOCATIONS. THE CONTRACTOR IS ENCOURAGED 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 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 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 CONTRACTING OFFICER FOR CLARIFICATION BEFORE SUBMITTING A BID. 6. SUBMITTALS AND SHOP DRAWINGS FOR ALL EQUIPMENT, MATERIALS, AND ACCESSORIES SUBMITTALS AND SHOP DRAWINGS FOR ALL EQUIPMENT, MATERIALS, AND ACCESSORIES SHALL BE PROVIDED TO THE OWNER AND CONTRACTING OFFICER 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 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 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 ANY ERRORS OR OMISSIONS ON THESE DOCUMENTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER FOR REVIEW AND CORRECTION. 10. THE CONSTRUCTION DOCUMENTS ARE COMPRISED OF BOTH DRAWINGS AND SPECIFICATIONS 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 RESPONSIBLE FOR COORDINATING WORK OF ALL TRADES THE CONTRACTOR IS RESPONSIBLE 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, 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 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 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 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 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 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, OUTSIDE UTILITIES, GREASE WASTE DRAIN AND VENT PIPING AND SANITARY SEWER SYSTEM, OUTSIDE UTILITIES, GREASE WASTE DRAIN AND VENT PIPING AND FIXTURE CONNECTIONS. 2. ALL PLUMBING FIXTURES AND EQUIPMENT INCLUDING FLOOR DRAINS, FLOOR SINKS, ETC. AS ALL PLUMBING FIXTURES AND EQUIPMENT INCLUDING FLOOR DRAINS, FLOOR SINKS, ETC. AS REQUIRED. VERIFY LOCATIONS WITH OWNER. 3. DRAIN PIPING SHALL BE PRESSURE TESTED I.A.W. THE PLUMBING CODE. 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 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 (6" ABOVE GRADE AND BELOW) BELOW GRADE (6" ABOVE GRADE AND BELOW) a.1.A. CHEMICAL RESISTANT CHLORINATED POLYVINYL CHLORIDE (CPVC) CHEMICAL RESISTANT CHLORINATED POLYVINYL CHLORIDE (CPVC) a.1.A.A. BELOW GRADE DRAIN, WASTE, VENT, AND GREASE SEWER PIPING SHALL BELOW GRADE DRAIN, WASTE, VENT, AND GREASE SEWER PIPING SHALL BE DWV SCHEDULE 40 CPVC WITH CPVC-DWV FITTINGS AND SOLVENT CEMENT JOINTS SIMILAR TO SPEARS LABWASTE SYSTEM. PIPE SHALL BE RATED FOR 220° F MIN. OPERATING TEMPERATURE.a.2. ABOVE GRADE (6" ABOVE GRADE AND HIGHER) ABOVE GRADE (6" ABOVE GRADE AND HIGHER) a.2.A. POLYVINYL CHLORIDE (PVC) POLYVINYL CHLORIDE (PVC) a.2.A.A. DRAIN, WASTE, VENT, GREASE WASTE, AND SANITARY SEWER PIPING DRAIN, WASTE, VENT, GREASE WASTE, AND SANITARY SEWER PIPING SHALL BE DWV SCHEDULE 40 PVC WITH PVC-DWV FITTINGS AND SOLVENT CEMENT JOINTS. 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. a.4.B. BRASS BRASS a.4.A.A. EXPOSED DRAIN AND WASTE PIPING SHALL BE 17 GAUGE CHROME 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 EXPOSED DRAIN AND WASTE PIPING IN ADA INSTALLATIONS SHALL BE COVERED WITH ADA COMPLIANT MOLDED VINYL JACKET COVERS PRECISELY FITTED TO INSTALLED PIPING. b. DIELECTRIC UNIONS SHALL BE INSTALLED AT ALL DIS-SIMILAR METAL CONNECTIONS. 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: b.1. COPPER TO STEEL COPPER TO STEEL b.2. CAST IRON TO STAINLESS STEEL CAST IRON TO STAINLESS STEEL b.3. STAINLESS STEEL TO STEEL STAINLESS STEEL TO STEEL b.4. BRASS TO STEEL BRASS TO STEEL b.5. BRONZE TO STEEL BRONZE TO STEEL 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 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 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 DOCUMENT TEST AND PROVIDE TO OWNER. INSPECTION BY LOCAL AUTHORITY MAY BE REQUIRED. F. ALL PIPING SHALL BE LABELED IN ACCORDANCE WITH ASTM STANDARD A13.1. LABELS SHALL ALL PIPING SHALL BE LABELED IN ACCORDANCE WITH ASTM STANDARD A13.1. LABELS SHALL INCLUDE PIPING SERVICE (VENT, ETC.), SIZE, AND DIRECTION OF FLOW. G. COORDINATE ALL REQUIRED WALL, FLOOR, CEILING, AND ROOF PENETRATION 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. H. COORDINATE ALL PIPE & FIXTURE LOCATIONS, SIZES, AND ROUTING WITH GC 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.
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DRAIN
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DCW
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DOMESTIC COLD WATER
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DHW
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DOMESTIC HOT WATER
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DR
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DIMENSION RATIO
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EC
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ELECTRICAL CONTRACTOR
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AutoCAD SHX Text F
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FAHRENHEIT
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FCO
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FLOOR CLEAN OUT
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FD
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FLOOR DRAIN
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FS
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FLOOR SINK
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FT
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FOOT/FEET
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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
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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
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KW
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KILOWATT
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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
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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
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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
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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
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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
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
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
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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
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EXISTING TO BE REMOVED
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LEVER BALL VALVE
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HOSE BIB
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CONNECT TO EXISTING
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CAP AND SEAL
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FLOOR DRAIN, SINK, OR CLEANOUT
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:
MA C H A D O P A T A N O
E N G I N E E R N G
918 HOWARD AVE., SUITE F
Biloxi, Mississippi 39530
O: 228.388.1950 | F: 228.388.1971 www.mpeng.us
M p des i gn group i a r c h i t E c t u r E
Bradford A. Jones, Architect
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TJA
AS INDICATED
PLUMBING DEMO PLAN
SCALE: 1/8"=1'-0"
PLUMBING DEMOLITION KEY NOTES
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2715 SQFT
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145 SQFT
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2058 SQFT
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1639 SQFT
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197 SQFT
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371 SQFT
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516 SQFT
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159 SQFT
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71 SQFT
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91 SQFT
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59 SQFT
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59 SQFT
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58 SQFT
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58 SQFT
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724 SQFT
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101 SQFT
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184 SQFT
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185 SQFT
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22 SQFT
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72 SQFT
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195 SQFT
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151 SQFT
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300 SQFT
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40 SQFT
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39 SQFT
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93 SQFT
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118 SQFT
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86 SQFT
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238 SQFT
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46 SQFT
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201 SQFT
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151 SQFT
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297 SQFT
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2304 SQFT
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FD
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CO
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FD
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JAN. SINK
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SINK
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DISHWASHER
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DISHWASHER
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FS
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CO
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CO
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CO
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CO
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FD
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FD
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FD
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SINK
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SINK
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FD
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FD
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EXISTING GREASE TRAP
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: 8/10/2020 3:31 PM BY: Colin Clements LAST SAVED: 8/10/2020 9:56 AM BY: Tabell 8/10/2020 3:31 PM BY: Colin Clements LAST SAVED: 8/10/2020 9:56 AM BY: Tabell BY: Colin Clements LAST SAVED: 8/10/2020 9:56 AM BY: Tabell Colin Clements LAST SAVED: 8/10/2020 9:56 AM BY: Tabell LAST SAVED: 8/10/2020 9:56 AM BY: Tabell 8/10/2020 9:56 AM BY: Tabell BY: Tabell Tabell m:\0110_kafb\0110.20.001_dining hall drains\05-mechanical\02-production\01-production drawings\live oak dining hall\0110.20.001_dining hall drains_mech.dwg
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text 16922
AutoCAD SHX Text 08.14.2020
AutoCAD SHX Text N
AutoCAD SHX Text CONTRACTOR SHALL DEMOLISH EXISTING FLOOR DRAIN AND ACCESSORIES. CONTRACTOR SHALL DEMOLISH EXISTING GREASE TRAP, COVER, EXTENSIONS, ANCHOR PLATES, AND ACCESSORIES. CONTRACTOR SHALL DEMOLISH EXISTING FLOOR SINK AND ACCESSORIES. CONTRACTOR SHALL DEMOLISH EXISTING FINISH FLOOR CLEANOUT AND ACCESSORIES. CONTRACTOR SHALL DEMOLISH VENT LINE TO WALL. CAP AT WALL ENTRANCE AND PRESERVE FOR FUTURE CONNECTION. CONTRACTOR SHALL DEMOLISH ALL GREASE WASTE PIPING IN DINING HALL TO GREASE TRAP. CONTRACTOR SHALL DEMOLISH SANITARY SEWER PIPING FROM GREASE TRAP TO SANITARY SEWER MAIN. CONTRACTOR SHALL DEMOLISH PLUMBING CONNECTION TO EXISTING SINK OR EQUIPMENT. PROTECT EXISTING FIXTURE FOR FUTURE CONNECTION. REPLACE TRAP AND ALL ACCESSORIES FROM EXISTING SINK OR EQUIPMENT TO WASTE LINE.
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NOTE: EXISTING FIXTURE TAGS CORRELATE TO EXISTING DRAWINGS.
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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:
MA C H A D O P A T A N O
E N G I N E E R N G
918 HOWARD AVE., SUITE F
Biloxi, Mississippi 39530
O: 228.388.1950 | F: 228.388.1971 www.mpeng.us
M p des i gn group i a r c h i t E c t u r E
Bradford A. Jones, Architect
R E
V D
A T
E R
E V
R
E V
IS
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N N
A M
E
M A
H G
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E P
L A
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B I L
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0110.20.001
RE
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/1 4/
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CO
NS
TR
UC
TI
O N
P101
G R
E A
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S
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JMV
TJA
AS INDICATED
GREASE WASTE PLAN
SCALE: 1/8"=1'-0"
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2715 SQFT
AutoCAD SHX Text
145 SQFT
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2058 SQFT
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1639 SQFT
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197 SQFT
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371 SQFT
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516 SQFT
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159 SQFT
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71 SQFT
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91 SQFT
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59 SQFT
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59 SQFT
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58 SQFT
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58 SQFT
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724 SQFT
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101 SQFT
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184 SQFT
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185 SQFT
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22 SQFT
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72 SQFT
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195 SQFT
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151 SQFT
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300 SQFT
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40 SQFT
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39 SQFT
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93 SQFT
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118 SQFT
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86 SQFT
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238 SQFT
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46 SQFT
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201 SQFT
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151 SQFT
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297 SQFT
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2304 SQFT
AutoCAD SHX Text P-2
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FCO
AutoCAD SHX Text P-2
AutoCAD SHX Text P-6
AutoCAD SHX Text P-4
AutoCAD SHX Text P-5
AutoCAD SHX Text P-5
AutoCAD SHX Text P-3
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FCO
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FCO
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FCO
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FCO
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AutoCAD SHX Text G.C.O.
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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.
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