Part of the CBRE affiliate network www.cbre.us/triad FOR LEASE PREMIER OFFICE & TECHNOLOGY PARK 4050 PREMIER DRIVE HIGH POINT, NC 27265 PROPERTY OVERVIEW UP TO 24,500 SF OF OFFICE The Premier Office & Technology Park consists of two prime office buildings. Combined for a total of 106,356 SF, each building offers unique features that would compliment an office, biotechnology, or medical user. The buildings also offer an ideal location along Highway 68 in close proximity to numerous restaurants, banks and hotels. Only minutes from Wendover Avenue and Interstate 40, the park provides easy access to all areas of the Triad. BUILDING OVERVIEW + Major Renovations Underway + Year Built: 1997 + Zoning: CP + Close Proximity to PTI Airport + Hotels, Restaurants & Retail Shopping Nearby + Easy Access to I-40, US-421, I-73, Highway 68 and Wendover Ave CONTACT US DODSON SCHENCK Managing Director +1 336 478 0234 [email protected]JOE STANLEY, CCIM Senior Associate +1 336 369 5802 [email protected]NEW MAIN ENTRANCE
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PREMIER OFFICE & TECHNOLOGY PARK 4050 PREMIER DRIVE · hereby made an integral part of this division of the specifications insofar as same are applicable to the work under this division
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Part of the CBRE affiliate networkPart of the CBRE affiliate network
www.cbre.us/triad
FOR LEASE
PREMIER OFFICE & TECHNOLOGY PARK 4050 PREMIER DRIVE HIGH POINT, NC 27265
PROPERTY OVERVIEWUP TO 24,500 SF OF OFFICE
The Premier Office & Technology Park consists of two prime office buildings. Combined for a total of 106,356 SF, each building offers unique features that would compliment an office, biotechnology, or medical user. The buildings also offer an ideal location along Highway 68 in close proximity to numerous restaurants, banks and hotels. Only minutes from Wendover Avenue and Interstate 40, the park provides easy access to all areas of the Triad.
BUILDING OVERVIEW
+ Major Renovations Underway + Year Built: 1997 + Zoning: CP + Close Proximity to PTI Airport + Hotels, Restaurants & Retail Shopping Nearby + Easy Access to I-40, US-421, I-73, Highway 68 and Wendover Ave
EXTEND NEW 2" SAN PIPING AND CONNECT TOEXISTING SAN PIPING IN THIS AREA. VERIFYEXACT LOCATION, SIZE, INVERT, AND DIRECTIONOF FLOW OF EXISTING PIPING IN FIELD.
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EXTEND NEW 1-1/2" VENT PIPING AND CONNECT TOEXISTING VENT PIPING IN THIS AREA. VERIFY EXACTLOCATION AND SIZE OF EXISTING PIPING IN FIELD.
EXTEND NEW 1/2" CW PIPING AND CONNECT TOEXISTING CW PIPING IN THIS AREA. VERIFY EXACTLOCATION AND SIZE OF EXISTING PIPING IN FIELD.
EX, EXIST, (E) EXISTINGETR EXISTING TO REMAINE.C. ELECTRICAL CONTRACTORDN DOWN
CONT CONTINUATIONCONN CONNECT OR CONNECTIONCLG CEILING
BLDG BUILDINGBLW BELOW
AHAP AS HIGH AS POSSIBLEAFF ABOVE FINISHED FLOOR
ORD
ABV ABOVE
OR PIPE UP
OR PIPE DOWN
POINT OF CONNECTION TO EXISTING
SANITARY PIPING (SAN)
VENT PIPING (V)
DOMESTIC COLD WATER PIPING (CW)
PLUMBING LEGENDPIPING
SYMBOLS
ABBREVIATIONS
PIPE CONTINUES
BALL VALVE (NORALLY OPEN)
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1. SEE FIXTURE SCHEDULE THIS SHEET FOR SIZES OFDOMESTIC WATER AND SANITARY WASTE AND VENTCONNECTIONS TO INDIVIDUAL FIXTURES.
2. MINIMUM SIZE FOR SANITARY WASTE AND VENT PIPINGBELOW GROUND SHALL BE 2".
3. ALL DOMESTIC WATER PIPING SHOWN ON THIS SHEETSHALL BE RUN ABOVE CEILINGS IN AREAS WITHCEILINGS AND SHALL BE RUN AS HIGH AS POSSIBLE INAREAS WITHOUT CEILINGS, UNLESS OTHERWISENOTED.
4. ALL SANITARY VENT PIPING SHOWN ON THIS SHEETSHALL BE RUN ABOVE CEILINGS IN AREAS WITHCEILINGS AND SHALL BE RUN AS HIGH AS POSSIBLE INAREAS WITHOUT CEILINGS, UNLESS OTHERWISENOTED; ALL SANITARY WASTE PIPING SHOWN ON THISSHEET SHALL BE RUN BELOW FLOORS, UNLESSOTHERWISE NOTED.
5. THE PLUMBING CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS INCLUDING DIRECTION OFFLOW, INVERTS, AND TIE-IN LOCATIONS PRIOR TOROUTING ANY PIPING. SAWCUT EXISTING SLAB, WALL,OR CEILING CONSTRUCTION AS REQUIRED. AREAS TOBE SAWCUT SHALL BE APPROVED BY ARCHITECTPRIOR TO CUTTING. ALL SAWCUT AND ALTEREDSURFACES SHALL BE FILLED, PATCHED, PAINTED, ANDREPAIRED TO MATCH ADJACENT SURFACES.
GENERAL NOTES THIS SHEET
SCALE: 1/8" = 1'-0"
PLUMBING FLOOR PLAN1P001
PLUMBING GENERAL NOTES
GENERAL REQUIREMENTS:
1. GENERAL AND SPECIAL CONDITIONS: GENERAL AND SPECIAL CONDITIONS AREHEREBY MADE AN INTEGRAL PART OF THIS DIVISION OF THE SPECIFICATIONSINSOFAR AS SAME ARE APPLICABLE TO THE WORK UNDER THIS DIVISION ANDUNLESS OTHERWISE SPECIFIED.
2. SCOPE: PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED FOR THECOMPLETION AND OPERATION OF ALL SYSTEMS IN THIS SECTION OF WORK.
3. CODE COMPLIANCE: ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF ALLAUTHORITIES HAVING JURISDICTION, BUILDING DEPARTMENTS, AND DEPARTMENT OFHEALTH. APPLICABLE NATIONAL, STATE, AND LOCAL CODES, LAWS, ANDREGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK SHALL BEINCORPORATED INTO AND MADE A PART OF THESE CONTRACT DOCUMENTS ANDSPECIFICATIONS. THE CONTRACTOR IS TO NOTIFY THE ARCHITECT/ENGINEER OFANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE ABOVE CODES, LAWS, ORREGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH A VIOLATIONSHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE AND AT NO EXPENSE TOTHE OWNER.
4. PERMITS: APPLY FOR AND PAY FOR ALL NECESSARY PERMITS, FEES, ANDINSPECTIONS REQUIRED BY ANY PUBLIC AUTHORITY HAVING JURISDICTION.
5. WARRANTY: PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT UNDER THISSECTION OF THE SPECIFICATIONS WITH A ONE YEAR WARRANTY FROM THE DATE OFACCEPTANCE OF WORK BY THE OWNER.
6. RECORD DRAWINGS: CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALLAS-BUILT CONDITIONS DURING CONSTRUCTION AND TURN OVER ONE COPY EACH TOTHE OWNER AND THE ARCHITECT AFTER COMPLETION.
7. OPERATING MANUALS: CONTRACTOR SHALL FURNISH TO THE OWNER 3 SETS OFOPERATION AND MAINTENANCE MANUALS FOR ALL MAJOR PIECES OF EQUIPMENT.
8. COORDINATION: VERIFY ALL ROUGH-IN LOCATIONS AND COORDINATE PIPING ANDEQUIPMENT LOCATIONS WITH WORK UNDER OTHER DIVISIONS OF THESPECIFICATIONS TO AVOID CONFLICTS. CONTRACTOR MUST COORDINATE WITHOTHER TRADES FOR ALL STRUCTURES, PIPING, CONDUIT, DUCTWORK, LIGHTING, ETCTO PROPERLY BE INSTALLED. ANY CONFLICTS SHALL BE RESOLVED AT NO EXPENSETO THE OWNER.
9. FIELD VERIFICATION: FIELD VERIFY EXISTING CONDITIONS BEFORE STARTINGCONSTRUCTION AND NOTIFY THE ARCHITECT/ENGINEER OF RECORD OF ANYDISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND EXISTINGCONDITIONS, AND/OR ANY POTENTIAL PROBLEMS OBSERVED, BEFORE CONTINUINGWORK IN THE AFFECTED AREAS.
10. LABEL ALL PLUMBING PIPING WITH ADHESIVE PIPE LABELS INDICATING SERVICE ANDDIRECTION OF FLOW. PIPE LABELS SHALL BE LOCATED NEAR ALL BRANCHCONNECTIONS, NEAR ALL FLOOR AND WALL PENETRATIONS, AND AT MAXIMUMINTERVALS OF 25' ALONG EACH RUN.
11. PLUMBING SYSTEMS INCLUDE, BUT ARE NOT LIMITED TO:-PLUMBING FIXTURES AND EQUIPMENT-FIRE STOPPING-DOMESTIC WATER SYSTEM-SANITARY WASTE AND VENT SYSTEM
FIXTURES:
1. PROVIDE COMPLETE FIXTURES AND INCLUDE SUPPLIES, STOPS, VALVES, FAUCETS,DRAINS, TRAPS, TAILPIECES, ESCUTCHEONS, ETC. EXPOSED COPPER OR BRASSMATERIALS SHALL BE CHROME PLATED.
2. SEAL ALL EDGES OF PLUMBING FIXTURES IN CONTACT WITH FLOORS, WALLS, ORCOUNTERTOPS USING SANITARY-TYPE, ONE-PART, MILDEW RESISTANT SILICONESEALANT. MATCH SEALANT COLOR TO FIXTURE COLOR.
3. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS OF PLUMBINGFIXTURES.
FIRE STOPPING:
1. FIRE STOP ALL PENETRATIONS, BY PIPING OR CONDUITS, OF FIRE RATED WALLS,FLOORS, AND PARTITIONS. PROVIDE DEVICE(S) OR SYSTEM(S) WHICH HAS BEENTESTED AND LISTED AS COMPLYING WITH ASTM E-814 AND INSTALL IN ACCORDANCEWITH THE CONDITIONS OF THEIR LISTING. PROVIDE DEVICE(S) OR SYSTEM(S) WITHAN 'F' RATING EQUAL TO THE RATING OF THE ASSEMBLY BEING PENETRATED.
DOMESTIC WATER PIPING:
1. FURNISH AND INSTALL A COMPLETE SYSTEM OF DOMESTIC HOT AND COLD WATERSUPPLIES TO ALL FIXTURES AND/OR EQUIPMENT REQUIRING DOMESTIC WATERSUPPLIES.
2. DOMESTIC WATER PIPING BELOW GROUND: ASTM B 88 TYPE 'K' SOFT COPPER TUBEWITH WROT COPPER FITTINGS, AND BRAZED OR PRESSURE-SEALED JOINTS.
3. DOMESTIC WATER PIPING ABOVE GROUND: ASTM B 88 TYPE 'L' HARD COPPER TUBEWITH WROT COPPER FITTINGS, AND SOLDERED OR PRESSURE-SEALED JOINTS.
4. STERILIZE DOMESTIC WATER PIPING IN ACCORDANCE WITH THE AMERICAN WATERWORKS ASSOCIATION'S SPECIFICATIONS AND LOCAL HEALTH DEPARTMENTREGULATIONS.
5. INSULATE DOMESTIC WATER PIPING ABOVE GRADE (EXCEPT EXPOSEDCONNECTIONS TO PLUMBING FIXTURES) WITH 1" THICKNESS ENGINEERED POLYMERFOAM INSULATION, OR MINERAL-FIBER PREFORMED PIPE INSULATION WITHFACTORY-APPLIED ASJ.
6. DOMESTIC WATER PIPING INSULATION, JACKETS, COVERINGS, SEALERS, MASTICS,AND ADHESIVES SHALL NOT EXCEED A FLAME SPREAD RATING OF 25 AND A SMOKEDEVELOPED RATING OF 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84.
7. ALL PIPE INSULATION SHALL RUN CONTINUOUSLY THROUGH WALLS AND PARTITIONS.
8. DO NOT INSTALL DOMESTIC WATER PIPING IN AREAS SUBJECT TO FREEZINGTEMPERATURES. INSTALL DOMESTIC WATER PIPING IN EXTERIOR WALLS ON THECONDITIONED SIDE OF THE WALL INSULATION. INSTALL DOMESTIC WATER PIPING INATTIC SPACES BELOW THE ATTIC INSULATION.
9. SHUT-OFF VALVES SHALL BE TWO-PIECE, BRONZE, FULL PORT, BALL TYPE,MANUFACTURED BY APOLLO OR NIBCO. PROVIDE SHUT-OFF VALVES WHEREINDICATED ON THE DRAWINGS. INSTALL VALVES IN A LOCATION THAT PERMITSACCESS FOR SERVICE AND OPERATION WITHOUT DAMAGE TO THE BUILDING ORFINISHED MATERIALS. PROVIDE ACCESS DOORS IF REQUIRED.
10. PROVIDE A PRESSURE REDUCING VALVE WITH STRAINER AT THE SERVICE ENTRANCETO THE BUILDING IF THE INCOMING WATER PRESSURE EXCEEDS 80 PSI.
11. PROTECT COPPER PIPING AGAINST CONTACT WITH DISSIMILAR METALS. ALLHANGERS, SUPPORTS, ANCHORS, AND CLIPS SHALL BE COPPER OR COPPER-PLATED.
SANITARY WASTE AND VENT PIPING:
1. FURNISH AND INSTALL COMPLETE SYSTEMS OF SANITARY WASTE AND VENT PIPINGFROM ALL PLUMBING FIXTURES AND/OR EQUIPMENT REQUIRING WASTE AND VENTCONNECTIONS. ALL WASTE AND VENT PIPING SHALL BE CONCEALED IN THEBUILDING CONSTRUCTION WHERE POSSIBLE.
2. SANITARY WASTE AND VENT PIPING BELOW GROUND: ASTM A 74, SERVICE WEIGHT,HUB AND SPIGOT, CAST IRON SOIL PIPE AND FITTINGS; AND GASKETED JOINTS. ALLPIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THECAST IRON SOIL PIPE INSTITUTE, AND LISTED BY NSF INTERNATIONAL.
3. SANITARY WASTE AND VENT PIPING ABOVE GROUND: ASTM A 888 AND CISPI 301,HUBLESS, CAST IRON SOIL PIPE AND FITTINGS; AND HEAVY DUTY SHIELDED,STAINLESS STEEL COUPLINGS. ALL PIPE AND FITTINGS SHALL BE MARKED WITH THECOLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE, AND LISTED BYNSF INTERNATIONAL.
4. IF PERMITTED BY LOCAL CODES, ASTM D 2665 SCHEDULE 40 SOLID WALL PVC PIPEWITH ASTM D 3311 SCHEDULE 40 SOCKET-TYPE FITTINGS MAY BE USED FORSANITARY WASTE AND VENT PIPING ABOVE AND BELOW GROUND. PVC PIPINGINSTALLED IN RETURN AIR PLENUMS MUST BE PROTECTED WITH 3M FIRE BARRIERPLENUM WRAP 5A+, OR SIMILAR PRODUCT.
5. INVERT ELEVATIONS SHALL BE ESTABLISHED AND VERIFIED BEFORE SANITARYPIPING IS INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED. SLOPESANITARY PIPING 2-1/2" AND SMALLER AT 1/4" PER FOOT MINIMUM, AND SLOPESANITARY PIPING 3" AND LARGER AT 1/8" PER FOOT MINIMUM.
6. WHERE SANITARY PIPING IS EXPOSED IN TOILET ROOMS, PROVIDE CHROME-PLATEDBRASS PIPING WITH MATCHING STOPS AND ESCUTCHEONS. PROVIDE REMOVABLETRAPS WITH INTEGRAL CLEANOUT PLUG FOR ALL LAVATORIES AND SINKS.
7. INSTALL CLEANOUTS IN A LOCATION THAT PERMITS ACCESS FOR SERVICE WITHOUTDAMAGE TO THE BUILDING OR FINISHED MATERIALS. CLEANOUT PLUGS SHALL BEINSTALLED IN ACCORDANCE WITH PLUMBING CODE REQUIREMENTS.
8. ALL INDIRECT WASTE PIPING SHALL DISCHARGE THROUGH AN AIR GAP INTO ANAPPROVED WASTE RECEPTOR. THE AIR GAP BETWEEN THE INDIRECT WASTE PIPEAND THE FLOOD LEVEL RIM OF THE WASTE RECEPTOR SHALL BE A MINIMUM OFTWICE THE EFFECTIVE OPENING OF THE INDIRECT WASTE PIPE.
PLUMBING FIXTURE SPECIFICATIONS AND CONNECTION SCHEDULE
FIXTURE: ELKAY MODEL LZS8WSSP, BOTTLE FILLING STATION, BARRIER-FREE, SELF-CONTAINED, 8.0 GPH, EASY-TOUCH CONTROLS ON FRONT AND SIDES, ONE PIECE STAINLESS STEEL TOPS WITH INTEGRAL DRAINS, FLEXIBLE BUBBLERS, STAINLESS STEEL LOWER SHROUDS, WATER FILTER WITH LED FILTER MONITOR.TRAP: McGUIRE MODEL 8912CNC 1-1/2" x 1-1/2" 17 GAUGE CHROME PLATED CAST BRASS P-TRAP.SUPPLY: McGUIRE MODEL LFST13, POLISHED CHROME PLATED CAST BRASS WHEEL HANDLE STRAIGHT STOP, 1/2" IPS INLET, 3/8" COMPRESSION OUTLET.
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TRUE
PROJECT NO:
SHEET IDENTIFIER
CHARLOTTE,NC
RICHMOND, VA
CONSULTANT
P.I.C.
P MGR.
P ARCH.
DESIGN BY
JOB CAPTAIN
DRAWN BY
CHECKED BY
SHEET TITLE
2700 East Cary StreetRichmond, VA 23223
(T) 804-287-8200 (F) 804-287-8279www.odell.com
ISSUE DATE DESCRIPTION08/21/2017
FULL SET ISSUES
ADDENDA OR MODIFICATION
CD CONSTRUCTION DOCUMENTS
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4050 PREMIER DRIVEHIGH POINT, NC 27265
4050 PREMIERDRIVE - 2ND FLOOR
CBRE
4094-001
C. ENTZMINGER
A. CUMMINS
S. GLERUM
A. CUMMINS
A. CUMMINS
2017 ODELL Associates, Inc., All Rights Reservedc
REVISION DATE DESCRIPTION
PRO FES SI ONAL
E N G I N E E R
SEAL037734
NO
RTH CAROLINA
MICHAEL J. SENUTA
PLUMBING2nd FLOOR PLAN
P001
MJS
SBC
PROJECT NO:
P.I.C.
P MGR.
P ARCH.
DESIGN BY
JOB CAPTAIN
ISSUE DATE DESCRIPTION08/22/2017
FULL SET ISSUES
ADDENDA OR MODIFICATION
CD BID/PERMIT DOCUMENTS
4094-001
G. GUPTE
A. CUMMINS
S. GLERUM
A. CUMMINS
A. CUMMINS
REVISION DATE DESCRIPTION
AVAILABLE SPACE3,500 - 14,295
5
2
53
NEW WORK NOTES:1. STOREFRONT SYSTEM TO MATCH EXISTING.2. NOT USED3. BUILDING ENTRY CANOPY
- EXTRUDED ALUMINUM STRUCTURE- PROVIDE FOR DRAINAGE CONCEALED IN COLUMN- FINISH COLOR TO BE CLEAR ANODIZED ALUMINUM- ALL FASTENERS TO BE;
- STAINLESS STEEL- MATCH ADJACENT COMPONENTS
- CONNECTED TO BLDG WITH FLASHING 4. EXTERIOR RECESSED LIGHTING IN CANOPY CEILING5. CONCRETE SIDEWALK
- SQUARE FINISH TO MATCH EXISTING- SEAL
6. CLEAN AND SEAL EXISTING SIDEWALK7. PLANTING BED
- EXTEND EXISTING IRRIGATION SYSTEM- PREP FOR LANDSCAPING BY OTHERS
1
7
5
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3 4
NO
RTH
SF04
10' - 0"
7
AE201
C1
AE201C2
AE201
B1
A3AE201
B3AE201
A3AE201
B3AE201
10' - 0"
1' -
11 3
/4"
3' -
11 3
/4"
3' -
1 1/
2"
SF04DR = 6'-0"x7'-0" NOMINAL
HARDWARE BASIS OF DESIGN:- PIVOT SET- ELECTRIC PIVOT- PUSH BAR- CYLINDER LOCK- MAGNETIC LOCK(S)- OFFSET PULL- DOOR CLOSER(S)- STOP(S)- GASKET/SEAL- CARD READER- POWER SUPPLY- KICK PLATE(S)
COORDINATE WITH EXISTING FIRE ALARM, SECURITY SYSTEM AND BUILDNG WIRING
9 SEE DEMO NOTES AD101
01 First Floor862' - 0"
AE201D4
AE201D3
AE201D2
AE201C4
B3AE201
A3AE201
AE201D5
AE201C5
EXISTING PRECAST WALL PANEL
BACKERROD AND SEALANT, TYPHSS SECTION REFERENCE STRUCTURAL
FLASHING AND SEALANTEXTRUDED ALUMINUM DECK ENCLOSURE ANDSEALANT BY INSTALLER
STOREFRONT TO MATCH EXISTING
SEALANT, TYP ALL SIDES1"
EXTRUDED ALUMINUM INTERLOCKING DECKING
EXTERIOR RECESSED LINEAR LED LIGHTING, TYP OF 4
HSS COLUMNREFERENCE STRUCTURALCAP TOP
HSS BEAMREFERENCE STRUCTURAL
HSS PURLINREFERENCE STRUCTURALCAP ENDS
EXISTING FOOTING, V.I.F.
6" CONCRETE SIDEWALK WITH SQUARE FINISH TO MATCH EXISTINGSEAL CONCRETE ONCE FULLY CUREDEXTEND PER PLAN TO EXISTING SIDEWALKSLOPE FOR POSITIVE DRAINAGE AWAY FROM BUILDING
VAPOR BARRIER AND 4" GRAVEL BED
END DAM SUPPORTPREMANUFACTURED SLOPED S.S. SILL PAN W/ END DAMS SET IN SEALANTCOORDINATE
ACCESSIBLE THRESHOLD WITH INTERIOR FLOOR
FINISH
ACCESSIBLE THRESHOLD
SLOPE
EXISTING PRECAST WALL PANEL
FACE OF BUILDING, BEYOND
HSS COLUMN, REF STRUCTURAL
ALIGN
HSS SECTION REF STRUCTURAL
STOREFRONT, BEYOND
COLUMN CAP
ROOF LEADER
ROOF LEADER THROUGH HSS SECTIONSLOPE FOR POSITIVE DRAINAGE
01 First Floor862' - 0"
COLUMN FOOTING, REF STRUCTURAL
FINISH GRADE
PROJECT NO:
SHEET IDENTIFIER
CHARLOTTE, NC
RICHMOND, VA
CONSULTANT
P.I.C.
P MGR.
P ARCH.
DESIGN BY
JOB CAPTAIN
DRAWN BY
CHECKED BY
SHEET TITLE
2700 East Cary StreetRichmond, VA 23223
(T) 804-287-8200 (F) 804-287-8279www.odell.com
ISSUE DATE DESCRIPTION08/22/2017
FULL SET ISSUES
ADDENDA OR MODIFICATION
CD PERMIT/BID DOCUMENTS
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SMALL CANOPY
HIGH POINT, NC
4050 PREMIERDRIVE
AE201
CBRE
4094-001
G. GUPTE
G. GUPTE
A. CUMMINS
S. GLERUM
S. GLERUM
A. CUMMINS
S. GLERUM
2017 ODELL Associates, Inc., All Rights Reservedc
1/8" = 1'-0" FIRST FLOOR PLAN - SMALL CANOPYA2
1/8" = 1'-0" FRONT ELEVATION - SMALL CANOPYC1 1/8" = 1'-0"
SIDE ELEVATION - SMALL CANOPYC2
1/8" = 1'-0" ROOF PLAN - SMALL CANOPYB2
STOREFRONT LEGEND NOTE:1. STOREFONT FINISH, STYLE AND DETAILING TO MATCH EXISTING2. MULLION HEIGHTS SHALL BE VERIFIED IN FIELD AND COORDINATED TO ALIGN WITH EXISTING3. ALL HARDWARE TO MATCH EXISTING4. FIELD VERIFY ALL OPENINGS PRIOR TO FABRICATION5. PROVIDE ARCHITECT SHOP DRAWINGS FOR REVIEW AND APPROVAL PRIOR TO FABRICATION
DEMO PLAN LEGENDSYMBOL
DESCRIPTION
EXISTING CONSTRUCTION TO BE REMOVED DRAWN DASHED
EXISTING CONSTRUCTION TO REMAIN DRAWN AT HALFTONE
1/8" = 1'-0" FRONT ELEVATION - SMALL CANOPY DEMOB1
Part of the CBRE affiliate networkPart of the CBRE affiliate network
www.cbre.us/triad
4050 PREMIER DRIVE HIGH POINT, NORTH CAROLINA
FOR LEASE
2700
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07/13/17
AXONOMETRIC A34050 PREMIER DRIVEHIGH POINT, NC
2017 ODELL Associates, Inc., All Rights Reservedc
NOTE:1. BLUE IS EXISTING2. BLACK IS NEW CONSTRUCTION3. PLANTING LEFT OFF FOR CLARITY
2700
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Ri
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AUGUST 30, 2017
ELEVATOR LOBBY 14050 PREMIER DRIVE4050 PREMIER DRIVE HIGH POINT, NC 27265
2017 ODELL Associates, Inc., All Rights Reservedc
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MAJOR RENOVATIONS + New marquee monument sign to be installed at corner of Premier Drive and Highway 68 (33,000+ vehicles per day) + New entrance to building provides direct access to improved building lobby + Shell space allowing for quick upfit to Tenant specifications
NEW ELEVATOR LOBBY
1001 Battleground Ave.Greensboro, NC 27408
336.510.0427www.bravosigns.com
COMPANY:
DATE:
SALESPERSON:
NOTE: All drawings are provided to facilitate the design process.Due to limitations in computer-rendered drawings, the final product cannot be fully represented with this proof. Please note that there will be differences in scale, color and shape between any rendering and a final product.