Repairs, Modifications, and Strengthening with Post-Tensioning
PLUMBING REPAIRS AND MODIFICATIONS - Scpurchasing.sc.edu/solicitations/CP00419682 Plumbing... ·...
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AREA OF WORK AREA OF WORK ELEC ROOM LOCKER ROOM ENTRANCE LOBBY WEST END OF STADIUM These documents indicate materials and methods of interior construction to set the standard quality and/or performance. Other materials and/or methods shall be considered for acceptance by the Architect/Owner, provided they do not affect the visible appearance from that indicated whatsoever. The term “work” means the construction and services required by the contract documents and includes all labor, materials, equipment and services required to complete the work. All work shall be limited to that shown on the contract documents. No additional work shall be done without prior written approval of the Architect. Any additional work performed without the Architect’s consent shall be done at the Contractor’s sole expense. The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the contract documents before commencing work. The Contractor shall notify the Architect at once of any errors, inconsistencies or omissions. “Typical” means the condition is the same for all similar conditions, unless noted otherwise. Unless otherwise provided in the contract documents, the Contractor shall secure and pay for all building permits and governmental fees, licenses and inspections necessary for proper execution and completion of the work. The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of public authorities bearing on the performance of the work. The Contractor, promptly after being awarded the contract shall prepare and submit for the Owner’s and Architect’s information a contractor’s construction schedule for the work. The Contractor shall notify the Architect of any items which may cause the project to be delayed. The Contractor shall not knowingly purchase or order any material or equipment whose delivery schedule could cause the project to be delayed. Materials, dimensions and other conditions not otherwise indicated in the drawings shall be interpreted as having the same meaning as the most similarly detailed detail if not more fully defined elsewhere on the drawings. All dimensions are considered critical and are to be as indicated on the drawings, unless discrepancies are discovered as per general note #3. Do not scale from the drawings to determine dimensions for construction. The Architect has not conducted any investigation as to the presence of any hazardous material including asbestos, within the extent of the work. The Architect will not accept responsibility for the identification and removal of any hazardous material or for any effect from its presence. If any such material is found in the project, the Contractor should notify the Owner's representative and the Architect immediately. The Contractor shall not use any materials containing asbestos or other hazardous material for the construction of the project. CLEANING Do not use materials which will create hazards to health or property, or which will damage surfaces. Provide covered containers for deposit of waste materials, debris, and rubbish. Execute periodic cleaning to keep building, site, and adjacent areas free of accumulations of waste materials, rubbish, and debris resulting from construction operations. Prior to Substantial Completion, remove construction tools, scaffolding, equipment, machinery, and surplus materials. Broom clean and vacuum interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. Schedule cleaning operations so that dust and other contaminants will not fall on or adhere to wet or newly coated surfaces. Remove debris and rubbish from pipe chases, plenum, and other closed or remote spaces, prior to enclosing space. Store volatile wastes in covered metal containers and remove from premises daily. Prevent accumulation of waste which creates hazardous conditions. Provide adequate ventilation during use of volatile or noxious substances. Collect and remove waste materials, debris and rubbish from site periodically until execution of final cleaning and dispose off site in lawful manner. Do not burn or bury rubbish and waste materials on Project site. Do not dispose of volatile wastes or hazardous materials such as mineral spirits, oil, or paint thinner in storm or sanitary drains. Do not dispose of wastes into streams or waterways. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws. Clean exposed interior hard-surfaced finishes to dirt-free condition, free of stains, films, and similar foreign substances. Remove labels which are not required as permanent labels. Clean glossy materials to polished condition; remove foreign substances, polish reflective surfaces to clear shine. Clean carpet and similar soft surfaces, removing debris, soil, and excess nap. Clean resilient flooring and associated bases. Clean light fixtures and lamps; replace burned-out lamps. Maintain cleaning until Project is accepted by Owner. Perform all cleaning of manufactured items and finishes in compliance with manufacturer’s recommendations. Contractor may utilize adjacent restroom facilities. After construction is completed, restrooms shall be cleaned. During dusty activities provide plastic protection to contain dust and debris to limited area (shower and toile room area). Clean dust and debris within reasonable time frame. Schedule loud activities with owner prior to beginning (i.e. removal of ceramic tile and concrete slab). Protect existing carpet in locker room and existing rubber flooring in existing Lobby area. Lay down plastic or paper or plywood to protect existing flooring from dirt, debris, dents, depressions, marks, etc. Protect all existing lockers and doors within existing locker room from damage and dust. Protect all existing toilet fixtures, urinals, shower heads, soap dispensers, etc. to remain. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 101A DETAIL NUMBER PLAN DETAIL REFERENCE WALL SECTION / DETAIL SECTION REFERENCE ELEVATION REFERENCE BUILDING SECTION REFERENCE ALTERNATE ELEVATION REFERENCE ROOM TAG SYMBOL DOOR TAG SYMBOL ROOM NAME ROOM NUMBER ROOM NET AREA (WHERE SHOWN) DOOR NUMBER OFFICE 101A 150 SF SCALE: 1 DRAWING TITLE 1/8" = 1'-0" A1.1 SHEET NUMBER WHERE DETAIL IS SHOWN A1.1 1 SIM 1 A1.1 DETAIL NUMBER SHEET NUMBER WHERE DETAIL IS SHOWN DETAIL NUMBER SHEET NUMBER WHERE SECTION / DETAIL IS SHOWN 1 1 A1.1 SECTION NUMBER SHEET NUMBER WHERE SECTION IS SHOWN 1 A1.1 W1 WINDOW / STOREFRONT / CURTAIN WALL / LOUVER TYPE 1 A1.1 ELEVATION NUMBER SHEET NUMBER WHERE ELEVATION IS SHOWN 1 A1.1 3 2 4 PARTITION TYPE REVISION SYMBOL CLOUD AROUND REVISION TA TOILET ACCESSORY SYMBOL FIRE EXTINGUISHER IN WALL MOUNTED CABINET (SURFACE MOUNTED) FEC-A FEC-B FIRE EXTINGUISHER IN WALL MOUNTED CABINET (SEMI-RECESSED) DRAWING REFERENCE SIM SIMILAR CONDITION OH OPPOSITE HAND OPP OPPOSITE HAND ROT ROTATED CONDITION FIRST FLOOR +10'-0" ITEM IDENTIFIED ELEVATION ABOVE FINISH FLOOR 7'-0" DETAIL TITLE DIMENSION TO FACE OR EDGE 7' - 0" DIMENSION TO CENTERLINE FE-B FIRE EXTINGUISHER ON WALL BRACKET FD FD - FLOOR DRAIN BRICK VENEER / CMU CONTROL JOINT GYPSUM BOARD CONTROL JOINT CJ CJ ONE-HOUR FIRE RATED WALL ASSEMBLY TWO-HOUR FIRE RATED WALL ASSEMBLY THREE-HOUR FIRE RATED WALL ASSEMBLY FOUR-HOUR FIRE RATED WALL ASSEMBLY FIRE RATED WALL SYMBOLS NOTE: SEE PARTITION TYPES FOR UL DESIGNATION NO.'S SMOKE PARTITION AFF AFG ALUM ARCH BLKG BU CL CJ CLG CTR CONC CMU CONT DIA DS DWG EXT EXIST EA EJ ELEC EL ELEV EQUIP EWC FIN FD FOF FOS FR FV GA GALV GYP BD HM HORIZ HT HVAC ID INSUL JT LAV MAX MECH MFR MIN MO NIC NOM NTS OC OD OH ORD OS P PL PR PT R, RAD REQD RD RO SF SIM SPEC SS STD STR SUSP TOS TOW TYP UNO VERT VCT W/ WC WR WWF WD WP VTR ABOVE FINISH FLOOR ABOVE FINISHED GRADE ALUMINUM ARCHITECTURAL BLOCKING BUILT-UP ROOF CENTERLINE CONTROL JOINT CEILING CENTER CONCRETE CONCRETE MASONRY UNIT CONTINUOUS DIAMETER DOWN SPOUT DRAWING EXTERIOR EXISTING EACH EXPANSION JOINT ELECTRICAL ELEVATION ELEVATOR EQUIPMENT ELECTRIC WATER COOLER FINISH FLOOR DRAIN FACE OF FINISH FACE OF STUD FIRE RETARDANT FIELD VERIFY GAUGE GALVANIZED GYPSUM BOARD HOLLOW METAL HORIZONTAL HEIGHT HEATING VENTILATION AIR-CONDITIONING INSIDE DIAMETER INSULATION JOINT LAVATORY MAXIMUM MECHANICAL MANUFACTURER MINIMUM MASONRY OPENING NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OVERFLOW ROOF DRAIN OVERFLOW SCUPPER PAINT PLATE, PROPERTY LINE PAIR PRESSURE TREATED RADIUS REQUIRED ROOF DRAIN ROUGH OPENING SQUARE FEET SIMILAR SPECIFICATIONS STAINLESS STEEL STANDARD STRUCTURAL SUSPENDED TOP OF STEEL TOP OF WALL TYPICAL UNLESS NOTED OTHERWISE VERTICAL VINYL COMPOSITION TILE WITH WATER CLOSET WATER RESISTANT WELDED WIRE FABRIC WOOD WORKING POINT VENT THROUGH ROOF S T A T E OF S O U T H C A R O L I N A A D R C H I T E C T E R E T S I G R E QUACKENBUSH ARCHITECTS + PLANNERS LLC Columbia, SC No. 100028 S SHEET NO TITLE ISSUE DATE PROJECT NO. STATE PROJECT NO. CORPORATE SEAL A/E SEAL PROJECT TITLE PHASE REVISION DATE CONDITIONS OF USE: THIS DRAWING AND THE DESIGN THEREON ARE THE PROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS. THE REPRODUCTION, COPYING, OR USE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS + PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BE SUBJECT TO LEGAL ACTION. COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS CP00419682 C:\Users\Wendy Bertani\Documents\162.00_USC Football Shower_Wendy Bertani.rvt 3/5/2015 9:46:29 AM T1 COVER SHEET, INDEX OF DRAWINGS PLUMBING REPAIRS AND MODIFICATIONS, WBS UNIVERSITY OF SOUTH CAROLINA GEORGE RODGERS BLVD. AND BLUFF ROAD BID DOCUMENTS 15.162.00 02/27/15 GENERAL NOTES DESIGN TEAM INDEX OF DRAWINGS ARCHITECTURAL ARCHITECT QUACKENBUSH ARCHITECTS + PLANNERS 1217 HAMPTON STREET COLUMBIA, SC 29201 T: 803-771-2999 F: 803-771-2858 MECHANICAL ENGINEER SWYGERT & ASSOCIATES 1315 STATE STREET CAYCE, SC 29033 T: 803-791-9300 F: 803-791-0830 ELECTRICAL ENGINEER BELKA ENGINEERING ASSOCIATES INC 7 CLUSTERS COURT COLUMBIA, SC 29210 T: 803-731-0650 F: 803-731-2880 T1 COVER SHEET, INDEX OF DRAWINGS A1 DEMOLITION FLOOR PLAIN, CEILING PLAN, AND NOTES A2 RENOVATION FLOOR PLAN, CEILING PLAN, AND NOTES MECHANICAL M1 FLOOR PLAN, NOTES, SCHEDULES, AND LEGEND SYMBOLS PLUMBING REPAIRS AND MODIFICATIONS WBS STATE PROJECT NUMBER CP00419682 ARCHITECT'S PROJECT NUMBER 15.162.00 FEBRUARY 27, 2015 KEY PLAN PLAN NORTH KEY PLANS ABBREVIATIONS PLUMBING P1 GROUND LEVEL FLOOR PLAN - A P2 GROUND LEVEL FLOOR PLAN - B P3 FLOOR PLANS, NOTES, SCHEDULE, AND LEGEND ELECTRICAL E1 ELECTRICAL DEMOLITION & RENOVATION PLANS
Transcript of PLUMBING REPAIRS AND MODIFICATIONS - Scpurchasing.sc.edu/solicitations/CP00419682 Plumbing... ·...
AREA OF WORK
AREA OF WORK
ELECROOM
LOCKER ROOM
ENTRANCE LOBBY
WEST END OFSTADIUM
These documents indicate materials and methods of interior construction to set the standard quality and/or performance. Othermaterials and/or methods shall be considered for acceptance by the Architect/Owner, provided they do not affect the visibleappearance from that indicated whatsoever.
The term “work” means the construction and services required by the contract documents and includes all labor, materials,equipment and services required to complete the work. All work shall be limited to that shown on the contract documents. Noadditional work shall be done without prior written approval of the Architect. Any additional work performed without theArchitect’s consent shall be done at the Contractor’s sole expense.
The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurementsand conditions and other information known to the Contractor with the contract documents before commencing work. TheContractor shall notify the Architect at once of any errors, inconsistencies or omissions.
“Typical” means the condition is the same for all similar conditions, unless noted otherwise.
Unless otherwise provided in the contract documents, the Contractor shall secure and pay for all building permits andgovernmental fees, licenses and inspections necessary for proper execution and completion of the work.
The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations and lawful orders of publicauthorities bearing on the performance of the work.
The Contractor, promptly after being awarded the contract shall prepare and submit for the Owner’s and Architect’s informationa contractor’s construction schedule for the work. The Contractor shall notify the Architect of any items which may cause theproject to be delayed. The Contractor shall not knowingly purchase or order any material or equipment whose deliveryschedule could cause the project to be delayed.
Materials, dimensions and other conditions not otherwise indicated in the drawings shall be interpreted as having the samemeaning as the most similarly detailed detail if not more fully defined elsewhere on the drawings.
All dimensions are considered critical and are to be as indicated on the drawings, unless discrepancies are discovered as pergeneral note #3. Do not scale from the drawings to determine dimensions for construction.
The Architect has not conducted any investigation as to the presence of any hazardous material including asbestos, within theextent of the work. The Architect will not accept responsibility for the identification and removal of any hazardous material or forany effect from its presence. If any such material is found in the project, the Contractor should notify the Owner'srepresentative and the Architect immediately.
The Contractor shall not use any materials containing asbestos or other hazardous material for the construction of the project.
CLEANING
Do not use materials which will create hazards to health or property, or which will damage surfaces.
Provide covered containers for deposit of waste materials, debris, and rubbish.
Execute periodic cleaning to keep building, site, and adjacent areas free of accumulations of waste materials, rubbish, anddebris resulting from construction operations.
Prior to Substantial Completion, remove construction tools, scaffolding, equipment, machinery, and surplus materials.
Broom clean and vacuum interior areas prior to start of surface finishing, and continue cleaning to eliminate dust.
Schedule cleaning operations so that dust and other contaminants will not fall on or adhere to wet or newly coated surfaces.
Remove debris and rubbish from pipe chases, plenum, and other closed or remote spaces, prior to enclosing space.
Store volatile wastes in covered metal containers and remove from premises daily. Prevent accumulation of waste which createshazardous conditions. Provide adequate ventilation during use of volatile or noxious substances.
Collect and remove waste materials, debris and rubbish from site periodically until execution of final cleaning and dispose off sitein lawful manner. Do not burn or bury rubbish and waste materials on Project site. Do not dispose of volatile wastes orhazardous materials such as mineral spirits, oil, or paint thinner in storm or sanitary drains. Do not dispose of wastes intostreams or waterways.
Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws.
Clean exposed interior hard-surfaced finishes to dirt-free condition, free of stains, films, and similar foreign substances. Removelabels which are not required as permanent labels. Clean glossy materials to polished condition; remove foreign substances,polish reflective surfaces to clear shine.
Clean carpet and similar soft surfaces, removing debris, soil, and excess nap. Clean resilient flooring and associated bases.
Clean light fixtures and lamps; replace burned-out lamps.
Maintain cleaning until Project is accepted by Owner.
Perform all cleaning of manufactured items and finishes in compliance with manufacturer’s recommendations.
Contractor may utilize adjacent restroom facilities. After construction is completed, restrooms shall be cleaned.
During dusty activities provide plastic protection to contain dust and debris to limited area (shower and toile room area). Cleandust and debris within reasonable time frame.
Schedule loud activities with owner prior to beginning (i.e. removal of ceramic tile and concrete slab).
Protect existing carpet in locker room and existing rubber flooring in existing Lobby area. Lay down plastic or paper or plywoodto protect existing flooring from dirt, debris, dents, depressions, marks, etc.
Protect all existing lockers and doors within existing locker room from damage and dust.
Protect all existing toilet fixtures, urinals, shower heads, soap dispensers, etc. to remain.
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101A
DETAIL NUMBER
PLAN DETAIL REFERENCE
WALL SECTION / DETAIL SECTION REFERENCE
ELEVATION REFERENCE
BUILDING SECTION REFERENCE
ALTERNATE ELEVATION REFERENCE
ROOM TAG SYMBOL
DOOR TAG SYMBOL
ROOM NAME
ROOM NUMBER
ROOM NET AREA (WHERE SHOWN)
DOOR NUMBER
OFFICE101A
150 SF
SCALE:1 DRAWING TITLE
1/8" = 1'-0"A1.1
SHEET NUMBER WHERE DETAIL IS SHOWN
A1.11
SIM
1A1.1
DETAIL NUMBER
SHEET NUMBER WHERE DETAIL IS SHOWN
DETAIL NUMBER
SHEET NUMBER WHERE SECTION / DETAIL IS SHOWN
1
1A1.1
SECTION NUMBER
SHEET NUMBER WHERESECTION IS SHOWN
1A1.1
W1 WINDOW / STOREFRONT /CURTAIN WALL / LOUVER TYPE
1
A1.1
ELEVATION NUMBER
SHEET NUMBER WHEREELEVATION IS SHOWN
1
A1.1
3
24
PARTITION TYPE
REVISION SYMBOL
CLOUD AROUND REVISION
TA TOILET ACCESSORY SYMBOL
FIRE EXTINGUISHER INWALL MOUNTED CABINET(SURFACE MOUNTED)
FEC-A
FEC-B FIRE EXTINGUISHER INWALL MOUNTED CABINET(SEMI-RECESSED)
DRAWING REFERENCE
SIM SIMILAR CONDITIONOH OPPOSITE HANDOPP OPPOSITE HANDROT ROTATED CONDITION
FIRST FLOOR+10'-0"
ITEM IDENTIFIED
ELEVATION ABOVE FINISH FLOOR
7'-0"
DETAIL TITLE
DIMENSION TO FACE OR EDGE
7' - 0" DIMENSION TO CENTERLINE
FE-B FIRE EXTINGUISHER ONWALL BRACKET
FD FD - FLOOR DRAIN
BRICK VENEER / CMU CONTROL JOINT
GYPSUM BOARD CONTROL JOINT
CJ
CJ
ONE-HOUR FIRE RATED WALL ASSEMBLY
TWO-HOUR FIRE RATED WALL ASSEMBLY
THREE-HOUR FIRE RATED WALL ASSEMBLY
FOUR-HOUR FIRE RATED WALL ASSEMBLY
FIRE RATED WALL SYMBOLSNOTE: SEE PARTITION TYPES FOR UL DESIGNATION NO.'S
SMOKE PARTITION
AFFAFGALUMARCHBLKGBUCLCJCLGCTRCONCCMUCONTDIADSDWGEXTEXISTEAEJELECELELEVEQUIPEWCFINFDFOFFOSFRFVGAGALVGYP BDHMHORIZHTHVACIDINSULJTLAVMAXMECHMFRMINMONICNOMNTSOCODOHORDOSPPLPRPTR, RADREQDRDROSFSIMSPECSSSTDSTRSUSPTOSTOWTYPUNOVERTVCTW/WCWRWWFWDWPVTR
ABOVE FINISH FLOORABOVE FINISHED GRADEALUMINUMARCHITECTURALBLOCKINGBUILT-UP ROOFCENTERLINECONTROL JOINTCEILINGCENTERCONCRETECONCRETE MASONRY UNITCONTINUOUSDIAMETERDOWN SPOUTDRAWINGEXTERIOREXISTINGEACHEXPANSION JOINTELECTRICALELEVATIONELEVATOREQUIPMENTELECTRIC WATER COOLERFINISHFLOOR DRAINFACE OF FINISHFACE OF STUDFIRE RETARDANTFIELD VERIFYGAUGEGALVANIZEDGYPSUM BOARDHOLLOW METALHORIZONTALHEIGHTHEATING VENTILATION AIR-CONDITIONINGINSIDE DIAMETERINSULATIONJOINTLAVATORYMAXIMUMMECHANICALMANUFACTURERMINIMUMMASONRY OPENINGNOT IN CONTRACTNOMINALNOT TO SCALEON CENTEROUTSIDE DIAMETEROPPOSITE HANDOVERFLOW ROOF DRAINOVERFLOW SCUPPERPAINTPLATE, PROPERTY LINEPAIRPRESSURE TREATEDRADIUSREQUIREDROOF DRAINROUGH OPENINGSQUARE FEETSIMILARSPECIFICATIONSSTAINLESS STEELSTANDARDSTRUCTURALSUSPENDEDTOP OF STEELTOP OF WALLTYPICALUNLESS NOTED OTHERWISEVERTICALVINYL COMPOSITION TILEWITHWATER CLOSETWATER RESISTANTWELDED WIRE FABRICWOODWORKING POINTVENT THROUGH ROOF
STATE
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SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CORP
ORAT
E SE
ALA/
E S
EAL
PROJ
ECT
T ITL
E
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CP00419682
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COVER SHEET,INDEX OFDRAWINGS
PLUM
BING
REP
AIRS
AND
MODI
FICA
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BSUN
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BID DOCUMENTS
15.162.00
02/27/15
GENERAL NOTES
DESIGN TEAM INDEX OF DRAWINGSARCHITECTURALARCHITECT
QUACKENBUSH ARCHITECTS + PLANNERS1217 HAMPTON STREETCOLUMBIA, SC 29201
T: 803-771-2999F: 803-771-2858
MECHANICAL ENGINEER
SWYGERT & ASSOCIATES1315 STATE STREETCAYCE, SC 29033
T: 803-791-9300F: 803-791-0830
ELECTRICAL ENGINEER
BELKA ENGINEERING ASSOCIATES INC7 CLUSTERS COURTCOLUMBIA, SC 29210
T: 803-731-0650F: 803-731-2880
T1 COVER SHEET, INDEX OF DRAWINGSA1 DEMOLITION FLOOR PLAIN, CEILING PLAN, AND NOTESA2 RENOVATION FLOOR PLAN, CEILING PLAN, AND NOTES
MECHANICAL
M1 FLOOR PLAN, NOTES, SCHEDULES, AND LEGEND
SYMBOLS
PLUMBING REPAIRS ANDMODIFICATIONS
WBSSTATE PROJECT NUMBER CP00419682
ARCHITECT'S PROJECT NUMBER 15.162.00
FEBRUARY 27, 2015
KEY PLAN
PLAN NORTH
KEY PLANS
ABBREVIATIONS
PLUMBING
P1 GROUND LEVEL FLOOR PLAN - AP2 GROUND LEVEL FLOOR PLAN - BP3 FLOOR PLANS, NOTES, SCHEDULE, AND LEGEND
ELECTRICAL
E1 ELECTRICAL DEMOLITION & RENOVATION PLANS
FD
FD
FD
FD
FD
FD
D1
SHOWER101
VESTIBULE100
TOILET102
D2
D3D3
D4
D4
D6 D5
--
-
A2
1
D1
D1
D10
TOILET102
VESTIBULE100
SHOWER101
D7
D8
D8
D8
D9
D9
D9
DEMOLITION LEGEND:
EXISTING CONDITIONS ILLUSTRATED AS OF FEBRUARY 16, 2015.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH EXISTING CONDITIONS FOR SIZES, QUANTITIES,AND LOCATIONS.
ALL EXISTING ITEMS TO REMAIN SHALL BE PROTECTED DURING DEMOLITION AND NEWCONSTRUCTION. PROTECT EXISTING CARPET AND LOBBY FLOOR FINISHES DURING DEMOLITION ANDNEW WORK.
IN AREAS OF WORK, AT EXISTING WALLS TO REMAIN WHERE OUTLETS, THERMOSTATS, LIGHTFIXTURES, PIPING, ATTACHMENTS AND DEVICES ARE REMOVED, PATCH AND REPAIR WALL TOMATCH EXISTING WALL TEXTURE. PREPARE WALL TO RECEIVE NEW FINISHES TO MATCH ADJACENT.FINISH WALL TO MATCH ADJACENT.
PROTECT ALL EXISTING WALL ITEMS TO REMAIN (HOOKS, ELECTRIC HAIR DRYERS, ETC).
OWNER TO REMOVE AND REINSTALL EXISTING SOAP DISPENSERS.
GENERAL DEMOLITION NOTES:A.
B.
C.
D.
E.
F.
DEMOLITION NOTES TO SHEETD1 EXISTING TILE FLOOR TO REMAIN; PROTECT EXISTING FLOORING DURING DEMOLITION AND
CONSTRUCTION IN AFFECTED AREA.
ALL EXISTING SHOWER PARTITIONS TO BE REMOVED PRIOR TO DEMOLITION AND NEWCONSTRUCTION. CONTRACTOR SHALL NUMBER PARTITIONS AS TO LOCATION AND PLACE ALLFASTENERS IN NUMBERED BAGS. STORE PARTITIONS IN LOCATION PROVIDED BY OWNER.CONTRACTOR IS RESPONSIBLE TO REPLACE ALL DAMAGED OR UNUSABLE FASTENERS.COORDINATE REMOVAL WITH OWNER AND ARCHITECT PRIOR TO MOVING.
REMOVE EXISTING WALL TILE AND ASSOCIATED GROUT IN THEIR ENTIRETY AT ALL WALLSAROUND ROOM. TILE BASE TO REMAIN; PROTECT EXISTING TILE BASE DURING DEMOLITION ANDCONSTRUCTION IN AFFECTED AREA. REMOVE MASONRY WALL FROM A HEIGHT OF 2'-8" AFF ANDABOVE AS REQUIRED TO ACCESS PIPING - CONTRACTOR IS RESPONSIBLE FOR MAINTAININGSTABILITY OF WALL DURING CONSTRUCTION; REFER TO PLUMBING FOR DETAILS REGARDINGNEW PIPING. PATCH MASONRY WALL WITH CMU TO MATCH EXISTING. SMOOTH FLUSH ANDPREPARE SURFACE TO RECEIVE NEW WALL TILE.
REMOVE EXISTING WALL TILE AND ASSOCIATED GROUT IN THEIR ENTIRETY AT ALL WALLSAROUND ROOM. TILE BASE TO REMAIN; PROTECT EXISTING TILE BASE DURING DEMOLITION ANDCONSTRUCTION IN AFFECTED AREA. PREPARE SURFACE TO RECEIVE NEW WALL TILE.
REMOVE CMU AS REQUIRED TO INSTALL PIPING, VALVE AND 16" x 16" ACCESS PANEL - SEEPLUMBING FOR DETAILS.
REMOVE CMU AS REQUIRED TO INSTALL PIPING, VALVE AND 24" x 24" ACCESS PANEL - SEEPLUMBING FOR DETAILS.
EXISTING CEILING AND ASSOCIATED STRUCTURE TO BE REMOVED IN THEIR ENTIRETY REMOVEAND CLEAN ALL LOOSE DEBRIS, INSULATION, ETC. ABOVE CEILING AREA. ALLOW ARCHITECT ANDOWNER TO REVIEW PRIOR TO INSTALLING NEW CEILING.
EXISTING LIGHT FIXTURES TO BE REMOVED; SAVE AND PROTECT FOR REINSTALLATION IN SAMELOCATION. CLEAN AND RELAMP PRIOR TO REINSTALLING.
EXISTING GRILLE TO BE REMOVED IN ITS ENTIRETY - SEE MECHANICAL.
EXISTING SHOWER HEADS TO BE REMOVED - SEE PLUMBING.
D2
D3
D4
D5
EXISTING WALL TO REMAIN
EXISTING ITEM TO BE REMOVED
AREA NOT INCLUDED IN SCOPE
EXISTING CEILING TO BE REMOVED
EXISTING LIGHT FIXTURE TO BE REMOVED;SAVE AND PROTECT FOR REINSTALLATION
EXISTING GRILLE TO BE REMOVED
EXISTING GRILLE TO BE REMOVED
D6
D7
D8
D9
D10
STATE
OFSO
UTH
CAROLINA
AD
RCH
IT
ECT
ERETSIGRE
QU
ACKE
NBU
SHAR
CH
ITEC
TS +
PLAN
NER
S LL
CC
olum
bia,
SC
No.
100
028
S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CORP
ORAT
E SE
ALA/
E S
EAL
PROJ
ECT
T ITL
E
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CP00419682
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AM
A1
DEMOLITIONFLOORPLAN,CEILING PLAN ANDNOTES
PLUM
BING
REP
AIRS
AND
MODI
FICA
TION
S, W
BSUN
IVER
SITY
OF
SOUT
H CA
ROLIN
AGE
ORGE
ROD
GERS
BLV
D.AN
D BL
UFF
ROAD
BID DOCUMENTS
15.162.00
02/27/15
SCALE: 1/4" = 1'-0"A11 DEMOLITION FLOOR PLAN
SCALE: 1/4" = 1'-0"A12 DEMOLITION CEILING PLAN
FD
FD
FD
FD
FD
FD
-
5
SHOWER101
VESTIBULE100
TOILET102
1
22
2
2
4 3
-
6
.
6 .
--
-
A2
1
2A2
3A2
5
5
7 7
TOILET102
VESTIBULE100
SHOWER101
INSTALL "V" PLASTICCONTROL JOINT ATCEILING
EXHAUST FAN (EF-1)- SEE MECHANICAL
EXISTING LIGHT FIXTUREFROM DEMOLITION -REINSTALL IN SAMELOCATION; TYP
NEW GRILLE -SEE MECHANICAL
NEW GRILLE -SEE MECHANICAL
INSTALL "V" PLASTICCONTROL JOINT ATCEILING
REPAINT CEILING TOMATCH EXISTING
FIRE ALARM A/V -SEE ELECTRICAL
RENOVATION NOTES TO SHEET1 REINSTALL ALL SHOWER PARTITIONS IN SAME LOCATIONS AS REMOVED.
INSTALL NEW WALL TILE TO FULL HEIGHT OF WALLS STARTING ABOVE EXISTING TILE BASE; REFER TOTYPICAL TILE PATTERN ELEVATION FOR DETAILS. PROVIDE BULLNOSE AT ENTRANCE AREA CORNERS.
INSTALL NEW 16" x 16" ACCESS PANEL (STAINLESS STEEL) FOR PLUMBING VALVE - SEE PLUMBING.EACH ACCESS PANEL TO RECEIVE MORTISE CYLINDER LOCK (1E74-C4 BEST LOCK CYLINDER - ORAPPROVED EQUAL PRODUCT).
INSTALL NEW 24" x 24" ACCESS PANEL (STAINLESS STEEL) FOR PLUMBING VALVE - SEE PLUMBING.EACH ACCESS PANEL TO RECEIVE MORTISE CYLINDER LOCK (1E74-C4 BEST LOCK CYLINDER - ORAPPROVED EQUAL PRODUCT).
EXISTING TILE FLOOR TO REMAIN; PROTECT EXISTING FLOORING DURING DEMOLITION ANDCONSTRUCTION IN AFFECTED AREA.
PAINT WALLS FROM CORNER TO CORNER; PAINT TO MATCH EXISTING.
NEW SHOWER HEADS - SEE PLUMBING.
2
3
RENOVATION LEGENDAREA NOT INCLUDED IN SCOPE
NEW GYPSUM BOARD CEILING - MATCHPREVIOUSLY EXISTING CEILING HEIGHT(SEE SPECS FOR SYSTEM)SEAL PERIMETER WITH SILICONE SEALANT4
A. CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING AREA WITH OWNER.
B. CONTRACTOR TO CLEAN ENTIRE WORK AREA PRIOR TO BEGINNING WORK. PREPAREALL SURFACES AS REQ'D TO RECEIVE NEW FINISHES.
C. SEAL PERIMETER OF CEILINGS W/ SILICONE, ANTIMICROBIAL.
D. OWNER TO REMOVE AND REINSTALL EXISTING SOAP DISPENSERS.
E. PATCH CMU INFILL TO MATCH EXISTING AT ALL AREAS REMOVED FOR PLUMBING WORK.
GENERAL RENOVATION NOTES:
5
6
7
CT-1
WALL TILE LEGENDEXISTING TILE WALL BASE TO REMAIN
REMARKSINSTALL NEW WALL TILE TO FULL HEIGHT OF WALLS STARTING ABOVE EXISTING TILEBASE; REFER TO TYPICAL TILE PATTERN ELEVATION FOR DETAILS.1.
GENERAL FINISH NOTESPREPARE ALL EXISTING WALLS, CEILING, AND FLOORS TO RECEIVE NEW FINISHES AS SCHEDULED.
EXISTING WALLS AND EXISTING CEILINGS: AFTER REMOVING PEELING PAINT FROM WALLS, PRIME WITH XIMPEEL BOND PRIMER #1146 AND PAINT WITH 2 COATS OF SHERWIN WILLIAMS PRE-CATALYZED WATERBASEDEPOXY EG-SHEL (COLOR TO MATCH EXISTING)
NEW CEILING - GYPSUM BOARD ASSEMBLY:1 LAYER OF 1/2" THICK USG DUROCK EXTERIOR CEMENT BOARD OR APPROVED EQUAL (MAX FASTENERSPACING 6" OC W/ MANUFACTURER APPROVED FASTENERS) W/ 1 LAYER OF 1/2" THICK USG FIBEROCKINTERIOR PANEL AQUA-TOUGH OR APPROVED EQUAL WITH MANUFACTURER APPROVED JOINT FINISHINGCOMPOUND
PREP RITE 200 LATEX PRIMER WITH 2 COATS OF SHERWIN WILLIAMS PRE-CATALYZED WATERBASED EPOXYEG-SHEL (COLOR TO MATCH EXISTING)
PROVIDE 1 GALLON MINIMUM OF EACH PAINT TYPE OF EXTRA PAINT TO OWNER AFTER PROJECT IS FINISHED
PAINT ALL EXPOSED CONDUIT (NEW/EXISTING) TO MATCH ADJACENT WALL.
A.
B.
C.
D.
E.
F.
CERAMIC TILE (CT)
CT-1 MANUFACTURER: ROCASERIES: LIFECOLOR: PERLASIZE: 10" x 28"
INTERIOR FINISH MATERIALSGROUT (GR)
GR-1 MANUFACTURER: LATICRETECOLOR: 24 - NATURAL GREY
PAINT (P)
P-1 EPOXY CEILING PAINT TO MATCH EXISTING (WHITE)
INSTALL NEW WALL TILE TO FULL HEIGHT OF WALL; TOSTART ABOVE EXISTING TILE BASE
EXISTING TILEBASE TO REMAIN
JOINT ABOVE EXISTING COVE AND NEW WALLTILE TO BE SEALED WITH SINGLE COMPONENT,WATERPROOF SEALING AND BONDINGCOMPOUND; SCHLUTER- KERDI FIX - GREYFINISH (OR APPROVED EQUAL PRODUCT)
CONTINUOUS PLIABLE, SHEET APPLIED, BONDEDWATERPROOF MEMBRANE; SCHLUTER - KERDI-DS 20 MILTHICK (OR APPROVED EQUAL PRODUCT) APPLIED TO FULLHEIGHT OF WALL; TO START ABOVE EXISTING TILE BASE
EXISTING TILEBASE TO REMAIN
TILE TO BE CENTERED ON EXISTING TILEBASE. REVIEW START PLACE FORINSTALLATION OF TILE W/ ARCHITECT.
CONTINUOUSSEALANT
EXISTING TROUGH@ FLOOR DRAIN
CUT TILE (CUT EDGEON CEILING SIDE)
OF WALL
8" BOND BEAM W/ CONT#4 LAP 2'-4" AT SPLICES
HORIZ JOINT REINF@ 16" OC MAX
CONT SEALANT
2'-8"AFF
EXISTING CMU TOREMAIN
A24
8" CMU W/ #4 VERT @48" OC HORIZONTALSPACING- LAP 2'- 4" ATSPLICES. EXTEND BARS2'-0" INTO EXISTING CMUAT BOTTOM ANDGROUT
TYP 3/16"
TYP 3/16"
L - 4" x 4" x 1/4" EACHSIDE OF CMU WALL
L - 2" x 2" x 1/4"
STEEL JOIST
L - 2" x 2" x 1/4"
STEEL JOIST
SUPPORT AND GUIDE ANGLESMAX SPACING @ 6'-0" OC
CONCRETE MASONRY UNITS: ASTM C90, GRADE N, LIGHTWEIGHT.
GROUT: 2500 PSI COARSE GROUT IN ACCORDANCE WITH ASTM C476, WITH8" TO 11" SLUMP. GROUT ALL CELLS WHICH CONTAIN REINFORCEMENT.
MORTAR: TYPE S IN ACCORDANCE WITH ASTM C270
LAP ALL #4 BARS 2'-4"
CMU NOTES:A.
B.
C.
D.
8" BOND BEAM W/ CONT #4 LAP2'-4" AT SPLICES
HORIZ JOINT REINF @ 16" OC MAX
1/4" x 3" X 8" PLATE W/ (2)1/2" DIA x 4" STUDS
L - 3" x 3" x 1/4" x 4"LONG W/ 1/2" DIA x3" SIMPSON TITEN HDANCHOR
L - 2" x 2" x 1/4" - FIELD WELD TO ANGLEAND EMBED PLATE WITH 2" OF 3/16"FILLET WELD EACH END
BRACE WALL @ 6'-0" OC MAX
CONT SEALANT
2'-8"AFF
EXISTING CMU TOREMAIN
EXISTING CONCRETEWALL PANELS
DO NOT DAMAGE OUTSIDEFACE OF CONCRETEWALL WHEN DRILLINGFOR CONCRETEANCHORS
A24
8" CMU W/ #4 VERT @48" OC HORIZONTALSPACING- LAP 2'- 4" ATSPLICES. EXTEND BARS2'-0" INTO EXISTING CMUAT BOTTOM AND GROUT
STATE
OFSO
UTH
CAROLINA
AD
RCH
IT
ECT
ERETSIGRE
QU
ACKE
NBU
SHAR
CH
ITEC
TS +
PLAN
NER
S LL
CC
olum
bia,
SC
No.
100
028
S
SHEET NO
TITLE
ISSUE DATE
PROJECT NO.
STATE PROJECT NO.
CORP
ORAT
E SE
ALA/
E S
EAL
PROJ
ECT
T ITL
E
PHASE
REVISION DATE
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CP00419682
C:\U
sers\
Wen
dy B
ertan
i\Doc
umen
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2.00_
USC
Footb
all S
howe
r_W
endy
Ber
tani.rv
t
3/5/20
15 9:
47:25
AM
A2
RENOVATIONFLOOR PLAN,CEILING PLAN, ANDNOTES
PLUM
BING
REP
AIRS
AND
MODI
FICA
TION
S, W
BSUN
IVER
SITY
OF
SOUT
H CA
ROLIN
AGE
ORGE
ROD
GERS
BLV
D.AN
D BL
UFF
ROAD
BID DOCUMENTS
15.162.00
02/27/15
SCALE: 1/4" = 1'-0"A25 RENOVATION FLOOR PLAN
SCALE: 1/4" = 1'-0"A26 RENOVATION CEILING PLAN
ROOM FINISH SCHEDULE
ROOM NOROOMNAME
FLOOR WALLS CEILINGFINISH REMARKSFINISH BASE NORTH SOUTH WEST EAST
101 SHOWER EXISTING EXISTING CT-1, GR-1 CT-1, GR-1 CT-1, GR-1 CT-1, GR-1 P-1 1
SCALE: 1 1/2" = 1'-0"A24 WALL TILE SECTION
SCALE: 1/2" = 1'-0"A21 TYPICAL WALL TILE
SCALE: 3/4" = 1'-0"A22 WALL DETAIL
SCALE: 3/4" = 1'-0"A23 WALL DETAIL 1
CONCRETE SLAB PATCHING:AT AREAS SHOWN ON PLUMBING DRAWINGS FOR NEW VALVES ATCONCOURSE AREA, PATCH CONCRETE WITH 4,000 PSI CONCRETESMOOTHED FLUSH WITH ADJACENT CONCRETE. SEE P1 AND P2FOR ADDITIONAL INFORMATION.
15.162.00
02.27.2015
CONSTRUCTION DOCUMENTS
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
DATEREVISION
PHASE
PROJECT NO.
ISSUE DATE
TITLE
SHEET NO
Swygert & Associates
CP00419682STATE PROJECT NO.
M1
FLOOR PLAN,NOTES,SCHEDULES, ANDLEGEND
15.162.00
02.27.2015
CONSTRUCTION DOCUMENTS
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
DATEREVISION
PHASE
PROJECT NO.
ISSUE DATE
TITLE
SHEET NO
Swygert & Associates
CP00419682STATE PROJECT NO.
GROUND LEVELFLOOR PLAN - A
P1
U
P
A
M
P
UP
UP
UP
RAMP
15.162.00
02.27.2015
CONSTRUCTION DOCUMENTS
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
DATEREVISION
PHASE
PROJECT NO.
ISSUE DATE
TITLE
SHEET NO
Swygert & Associates
CP00419682STATE PROJECT NO.
GROUND LEVELFLOOR PLAN - B
P2
UP
UP
RAMP
U
P
R
A
M
P
UP
15.162.00
02.27.2015
CONSTRUCTION DOCUMENTS
COPYRIGHT TM 2014 QUACKENBUSH ARCHITECTS + PLANNERS
CONDITIONS OF USE:THIS DRAWING AND THE DESIGN THEREON ARE THEPROPERTY OF QUACKENBUSH ARCHITECTS + PLANNERS.THE REPRODUCTION, COPYING, OR USE OF THIS DRAWINGWITHOUT WRITTEN CONSENT OF QUACKENBUSH ARCHITECTS+ PLANNERS IS PROHIBITED AND ANY INFRINGEMENT WILL BESUBJECT TO LEGAL ACTION.
DATEREVISION
PHASE
PROJECT NO.
ISSUE DATE
TITLE
SHEET NO
Swygert & Associates
CP00419682STATE PROJECT NO.
FLOOR PLANS,NOTES, SCHEDULE,AND LEGEND
P3
