3925 Eagan Outlets Pkwy Ste 880 - Claire'sPARAGON OUTLETS TWIN CITIES
3925 EAGAN OUTLETS PARKWAY
SPACE NO. 880
EAGAN, MN 55122
ISSUED FOR CONSTRUCTION
DATE: 02/21/2014 REV 2: 03/31/14
PROJECT LOCATION - VICINITY MAPABBREVIATIONS
PROPOSED USE:RETAIL
OCCUPANCY:GROUP M
CONSTRUCTION TYPE:2B (NONCOMBUSTIBLE, UNPROTECTED)
SPRINKLERED:YES
BUILDING HEIGHT:10'-0" TO TOP OF STOREFRONT GLAZING
1217 S.F.
EMERGENCY LIGHTING AND EXIT SIGNS:YES
ALARM AND SMOKE DETECTION SYSTEMS:YES
FLAME SPREAD
CLAIRE'S
CLAIRE'S STORES, INC.
2400 W. CENTRAL RD.
HOFFMAN ESTATES, IL 60192
LANDLORD
PARAGON OUTLET
PARTNERS LLC
217 E. REDWOOD STREET,
21ST FLOOR
BALTIMORE, MD 21202
TEL:410-856-1814
ATTN: BRENDA SLIKER
BUILDING DEPT.
ARCHITECT
ANTHONY E. BERGER
302 W. THIRD STREET, SUITE 500
CINCINNATI, OH 45202
TEL:513-271-1634
FAX:513-271-7017
ATTN:BRAD DIXON
ENGINEER
KLH ENGINEERS, PSC
1538 ALEXANDRIA PIKE, #11
FORT THOMAS, KY 41075
TEL:859-547-0169
TEM:859-442-8058
ATTN: ALEX JONOVSKI
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DRAWN
PROJECT MANAGER
CHECKED
DATE
PROJECT NUMBER
#
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B. DIXON
B.DIXON
CITY OF EAGAN
BUILDING DEPARTMENT
3830 PILOT KNOB ROAD
EAGAN, MN 55122
TEL: 651-675-5683
ATTN: CRAIG NOVACZYK
CLAIRE'S
SPACE #880
PARAGON OUTLETS
TWIN CITIES
PROJECT DATA:
SCOPE:DEVELOPEMENT OF NEW TENANT SPACE
CONTACTS
TENANT'S SPACE & OCCUPANT DATA
SQUARE
FOOTAGE (S.F.)
S.F. AREA
PERCENTAGE
MAXIMUM
OCCUPANT
LOAD
TOTAL
OCCUPANTS
PER AREA
SALES FLOOR 1043 85.7%/ 30 S.F. PER
OCCUPANT
35 OCCUPANTS
NON-SALES 174 14.3%/ 300 S.F. PER
OCCUPANT
1 OCCUPANT
TOTAL 1217 100.0%36 OCCUPANTS
GENERAL
ARCHITECTURAL
SHEET
#SHEET NAME
I
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S
U
E
D
F
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C
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S
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T
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-
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4
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4
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3
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3
1
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4
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3
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X
X
X
X
X
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4
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/
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X
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X
G001TITLE SHEET XXX
G002SPECIFICATIONS X
G003SPECIFICATIONS X
A101FLOOR & CEILING PLAN XXX
A102FINISH & FIXTURE PLAN XX
A103R.C.P. DETAILS XX
A201 DOOR SCHEDULE, DETAILS & ACCESSIBILITY INFO XX
A301 PARTITION TYPES & DETAILS XX
A302 PERIMETER FIXTURE INSTALLATION DETAILS XX
A401 INTERIOR ELEVATIONS XX
A501 STOREFRONT PLAN, ELEVATION & DETAILS XX
T.G.C. TO VERIFY ALL DRAWINGS ARE INCLUDED IN SET
A.F.F.ABOVE FINISHED FLOOR
A.H.J.AUTHORITIES HAVING JURISDICTION
BRG.BEARING
BLDG.BUILDING
B.M.BENJAMIN MOORE
B.O.BOTTOM OF
CLG.CEILING
ȭ, C.L.CENTER LINE
CONST. CONSTRUCTION
DIA.DIAMETER
DIM.DIMENSION
DWG.DRAWING
ETR, E.T.R.EXISTING TO REMAIN
EX., EXIST.EXISTING
EQ.EQUAL
FT.FEET / FOOT
FLUOR. FLUORESCENT
FRP, F.R.PFIBER REINFORCED PLASTIC
FRT, F.R.T.FIRE RETARDANT BLOCKING
GAUGE
G.C.GENERAL CONTRACTOR
G.W.B.GYPSUM WALL BOARD
GYP. BD.GYPSUM BOARD
H., HT.HEIGHT
FLOUR.HORIZONTAL
LAV.LAVATORY
LGMF LIGHT GAUGE METAL FRAMING
LL.LANDLORD
LOD, L.O.D.LEASE OUTLINE DOCUMENT
MFR, MFGRMANUFACTURER
MAX.MAXIMUM
MIN.MINIMUM
MISC. MISCELLANEOUS
MTL METAL
N/A, N.A.NOT APPLICABLE
N.I.C.NOT IN CONTRACT
N.T.A.NOT TO SCALE
O.C.ON CENTER
OPP.OPPOSITE
PM, P.M.PROJECT MANAGER
PTD.PAINTED
R., RAD.RADIUS
RCP, R.C.P.REFLECTED CEILING PLAN
REF., RE.REFERENCE
REQ., REQ'D.REQUIRED
REV.REVISION
RM.ROOM
RO, R.O.ROUGH OPENING
S.F., SF.SQUARE FOOT
SIM.SIMILAR
SPEC.SPECIFICATIONS
SQ.SQUARE
STD.STANDARD
T.TENANT
TGC, T.G.C.TENANT GENERAL
CONTRACTOR
T.A.TOP OF
TYP.TYPICAL
U.N.O., U.O.N.UNLESS NOTED OTHERWISE
U/S UNDERSIDE
VERT.VERTICAL
VIF, V.I.F.VERIFY IN FIELD
W/WITH
W/O WITHOUT
WD.WOOD
PARAGON OUTLETS TWIN CITIES
LEVEL 1 OF 1
EAGAN, MN
GROSS LEASE AREA:
RESPONSIBILITY SCHEDULE
COSMETIC FIXTURE
EAR PIERCING UNIT
BUILDING COMPONENT SU
P
P
L
I
E
D
B
Y
IN
S
T
A
L
L
E
D
B
Y
REMARKS
STOREFRONT
STOREFRONT GLAZING
STOREFRONT BASE / HEAD AT GLASS
STOREFRONT SIGN
PAINT
NEUTRAL PIERS
THREADED ROD AT STOREFRONT SIGN
FLOOR FINISHES
CONCRETE SLAB
CONCRETE SLAB LEVELING
PATCH / INFILL MALL FLOORING
SALES AREA CUSTOM TILE
V.C.T.
REDUCER / TRANSITION STRIPS
CERAMIC BASE
COVE BASE
WALLS
DEMISING PARTITION STUDS
DEMISING PARTITION DRYWALL
TOILET ROOM FRAMING, BLOCKING GYP. BD.
FURRING AROUND COLUMNS
SALES WALLS FRAMING, BLOCKING, GYP. BD.
CEILINGS
GYP. BD. CEILINGS & SOFFITS
SUSPENDED T-BAR CEILING GRID & TILES
CURTAIN WALL
DOORS
STOREFRONT GLASS DOORS
ROLL-UP GRILLE
NEW DOORS & FRAMES
DOOR HARDWARE
TOILET ROOM ACCESSIBILITY SIGNAGE
WEATHER STRIPPING
FIXTURES
CASHWRAP
FREESTANDING FLOOR FIXTURES
PERIMETER WALLS
LOOSE HARDWARE & SHELVING
EARRING TREES
GRAPHIC FRAMES
MIRROR FIXTURE
SUNGLASS FIXTURE
EXISTING TO REMAIN
EXISTING TO REMAIN
----
----
TT COORDINATE INSTALL W/ SIGN CONTRACTOR
TGCTGC
PROTECT AND REPAIR AS NEEDED
STOREFRONT METAL ----
TGCTGC
TGCTGC
TGCTGC
TGCTGC
TGCTGC
TGCTGC
TGCTGC
TTGC
TGC
PATCH AND REPAIR AS REQUIRED
USE SELF-LEVELING MATERIAL WHERE REQUIRED
OBTAIN MATERIAL FROM MALL SOURCE
INCLUDING W.P. MEMBRANE AT TOILET WHERE
REQUIRED
FOR NON-PUBLIC AREAS ONLY
SALES AREA
BACK AREAS
LLLL
TGCTGC
TGCTGC
TGCTGC
TGCTGC
EXISTING TO REMAIN
PATCH AND REPAIR AS REQUIRED
AS REQUIRED
AS REQUIRED
ACCESS PANELS
TGCTGC
TGCTGC
TGCTGC
TGCTGC AS REQUIRED
TGCTGC
----
TGCTGC
TGCTGC
TGCTGC
EXISTING TO REMAIN
KEYED PER CLAIRE'S REQUIREMENTS
TGCT
TGCT
TGCT
TT
TGCT
TGCT
TGCT
TGCT
TGCT
TGCT
FINAL ELECTRIC BY TGC
FIXTURES; SEE SHEET A102
FINAL ELECTRICAL BY TGC
STOCKROOM
SHELVING, BRACKETS, AND HARDWARE
SLATWALL
METAL EMPLOYEE LOCKERS
LADDER HOOKS
COAT HOOKS
TGC
TGCT
TGCT
TGC
TGC
TGC
TGC
ATTACH TO WALL AT TOP
ATTACH TO WALL AT TOP
FULL HEIGHT
----
T
TGC
MONITOR SCREENS ----
STAINLESS STEEL AT THRESHOLD TGCTGC
STYLE WALL MIRROR TT
EXISTING TO REMAIN
VINYL DITHER PATTERN TT
SCHEDULE ABBREVIATIONS
T.G.C. - TENANT GENERAL CONTRACTOR
T - TENANT
LL - LANDLORD
N/A
TGCTGC EXTERIOR STORES ONLY
GENERAL NOTES
1.GENERAL SHEET NOTES ARE APPLICABLE ONLY WHEN STATED CONDITIONS ARE
WITHIN THE SCOPE OF WORK
2.CONTRACTOR SHALL PROVIDE DIGITAL PHOTOS TO ARCHITECT SHOWING FRAMING
& HVAC PRIOR TO INSTALLATION OF GYP. BD. AND AT COMPLETION OF SPACE PRIOR
TO FIXTURE INSTALLATION AND AT COMPLETION PRIOR TO TURNOVER. CLARIFY
WITH ARCHITECT AT START OF CONSTRUCTION
DRAWING INDEX
PROJECT LOCATION - KEY PLANSYMBOL LEGENDBUILDING CODE
CODES IN EFFECT:
1X
XX.X
X
XX.X
REF. TO
EQUIPMENT.
SCHEDULE
MINIMUM
CLEARANCE
EQUIPMENT
IDENTIFIER
X
XX.X
5'-0"
ACOLUMN
GRID LINE
1
REVISION
IDENTIFIER
100DOOR
IDENTIFIER
REF. TO DOOR
SCHEDULE
REF.TO FINISH
SCHEDULE
FINISH IDENTIFIER PT-1
WALL SECTION
REF. TO PARTITION
SCHEDULE
PLAN DETAIL X
XX.X
ALIGN
LANDLORD NOTES
N/A
GRAPHIC MONITORS TT MONITORS AT STOREFRONT
SLATWALL
WIND MILL
SLAT WALL - LAMINATE FINISH
FLAMMABILITY CLASS 'C'
FLAMESPREAD INDEX: 175
STOCKROOM DOOR MIRROR ----N/A
COLUMN MIRROR(S)TGCTGC WHERE OCCURS
1.BUILDING - 2007 MINNESOTA STATE BUILDING CODE, 2006 INTERNATIONAL
BUILDING CODE WITH STATE AMENDMENTS/CHAPTER 1305
2.STRUCTURAL - 2007 MINNESOTA STATE BUILDING CODE, 2006 INTERNATIONAL
BUILDING CODE WITH STATE AMENDMENTS/CHAPTER 1305
3.PLUMBING - MINNESOTA STATE PLUMBING CODE/CHAPTER 4715, MINIMUM
PLUMBING FIXTURES/2006 IBC CHAPTER 29, AS AMENDED
4.MECHANICAL - MINNESOTA MECHANICAL CODE/CHAPTER 1346/2006 IMC/
5.ELECTRICAL - 2011 NATIONAL ELECTRICAL CODE
6.ACCESSBILITY - MINNESOTA ACCESSIBILITY CODE/CHAPTER 1341
7.ENERGY - MINNESOTA COMMERCIAL ENERGY CODE 1323/ASHRAE STANDARD
90.1-2004
N/A
MECHANICAL
ELECTRICAL
M101 MECHANICAL PLAN & NOTES XX
M201 MECHANICAL DETAILS & SCHEDULES XX
M301 MECHANICAL SPECIFICATIONS X
M401 MECHANICAL SPECIFICATIONS & ENERGY
COMPLIANCE X
E101 ELECTRICAL POWER PLAN & NOTES XX
E201 ELECTRICAL LIGHTING PLAN & NOTES
ENERGY COMPLIANCE FORMS XX
E301 ELECTRICAL RISER DIAGRAM & SCHEDULES XX
PLUMBING
P101 PLUMBING PLAN,SCHEDULES, SPECS & DETAILS X X
BUILDING COMPONENT SU
P
P
L
I
E
D
B
Y
IN
S
T
A
L
L
E
D
B
Y
REMARKS
MECHANICAL
HVAC UNIT
SUPPLY & R/A DUCTWORK
DIFFUSERS / GRILLES
THERMOSTAT
TOILET ROOM EXHAUST FAN
FIRE DAMPERS / SMOKE DETECTORS
SMOKE EVAC. SYSTEM
CERTIFIED AIR BALANCE REPORT
ENERGY MANAGEMENT SYSTEM
GAS SERVICE
TOILET/PLUMBING
LOCATE EXTENDED WASTE / VENT LINES
WATER METER
PLUMBING FIXTURES
FLOOR DRAIN / TRAP PRIMER
WATER HEATER(S)
TOILET ROOM ACCESSORIES
SHELVING / BRACKETS OVER WATER CLOSET
FRP WAINSCOT
ELECTRICAL
CONDUIT TO SPACE
FEEDERS
ELECTRICAL DISTRIBUTION
RECEPTACLES
LIGHT FIXTURES & LAMPS
EXIT / EMERGENCY LIGHTS
TEL. CONDUIT TO SPACE
TELEPHONE TERMINAL BOARD
PHONE, DATA, AUDIO & SECURITY CONDUITS
ELECTRICAL PANELS
GENERAL REQUIREMENTS
PERMITS, FEES & INSURANCE
WASTE REMOVAL / DUMPSTER
PROFESSIONAL CLEANING
CERTIFICATE OF OCCUPANCY
TEMPORARY POWER / WATER
STOREFRONT BARRICADE
SPECIALTIES
FIRE SPRINKLERS / SYSTEM
FIRE ALARM / LIFE SAFETY SYSTEM
POS / COMPUTER SYSTEM
PHONE & DATA CABLE
PHONE TERMINATIONS
DOOR BUZZER
AUDIO SYSTEM
INTERIOR- NON ILLUMINATED SIGNAGE
FIRE EXTINGUISHERS
ASBESTOS REPORT & ABATEMENT
FIRE RETARDANT MATERIALS
TGCTGC
TGC
TGC
TGCTGC COORDINATE REQUIREMENTS WITH MALL
MANAGEMENT
TGCTGC
TGCTGC
TGCTGC
TGCTGC
LL
TT
TT
TT
LANDLORD REQUIRED CONTRACTOR
LANDLORD REQUIRED CONTRACTOR
N/A
--
TGC
TGC
TGC
TGC
TGC
TGC
TGCTGC LOCATE AND EXTEND AS NEEDED
ETRETR
TGCTGC
TGCTGC
ETRETR
ETRETR
TGCTGC
TGCTGC
TGC
TGCTGC
----
EXISTING TO REMAIN
PER PLAN
AS NEEDED
AS REQUIRED
COORDINATE WITH CENTER MANAGEMENT FOR
REQUIREMENTS
--
----
----
TGCTGC
TGCTGC
TGCT
TGCT
TGCTGC
TGCTGC
TGCTGC
----
T T
EXISTING TO REMAIN - LANDLORD PROVIDED
HOMERUNS, WIRE CONDUIT, DEVICES, ETC
LANDLORD PROVIDED - EXTENSION BY EC
PROVIDE PULL STRINGS AS REQUIRED
SEE SHEET E101 FOR SPECIFICATION
----
----
ETRETR
ETRETR
TGCTGC
ETRETR
ETRETR
ETRETR
TGCTGC AS SCHEDULED
PROVIDE TANK TYPE WHERE APPLICABLE
EXISTING TO REMAIN
EXISTING TO REMAIN - LANDLORD PROVIDED
EXISTING TO REMAIN - LANDLORD PROVIDED
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
EXISTING TO REMAIN
LANDLORD NOTES:
x LANDLORD/TENANT SHALL BE RESPONSIBLE FOR COMPLETING ITS WORK PURSUANT TO THE TERMS AS SET
FORTH IN TENANT'S EXECUTED LEASE.
x TENANT IS REQUIRED TO COMPLETE ITS WORK IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. LANDLORD
SHALL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS RELATED TO TENANT'S RESPONSIBILITY FOR CODE
REQUIREMENTS AND OR COMPLIANCE. IT IS THE RESPONSIBILITY OF THE TENANT OR THEIR REPRESENTATIVE TO
VERIFY ALL EXISTING CONDITIONS INCLUDING WITHOUT LIMITATION, DIMENSIONS, LOCATIONS, LEASE LINES,
CLEARANCES, AND OTHER CONDITIONS OF THE PREMISES PRIOR TO CREATING CONSTRUCTION DOCUMENTS AND
BEFORE STARTING CONSTRUCTION. IN CASES WHERE THESE REQUIREMENTS ARE IN CONFLICT WITH
LANDLORD'S COMPLETED BUILDING PLANS OR COMPLETED BUILDINGS, INFORMATION IN THE COMPLETED
BUILDING PLANS AND COMPLETED BUILDING SHALL TAKE PRECEDENCE OVER THESE REQUIREMENTS. IT IS
IMPERATIVE THAT TENANT FIELD VERIFIES HEIGHTS OF STRUCTURAL MEMBERS FOR ACCURACY. LANDLORD
DOES NOT WARRANT THAT TENANT MAY ACHIEVE THE CEILING/CLEAR HEIGHTS SPECIFIED ON TENANT'S PLANS.
TENANT IS ENCOURAGED TO PERFORM SITE VERIFICATION AND/OR REFERENCE THE BASE BUILDING STEEL PLANS
FOR ACCURACY.
x LANDLORD'S APPROVAL OF TENANT'S SUBMITTED FINAL PLANS DO NOT INCLUDE APPROVAL OF ANY SIGN
PROPOSED OR SUBMITTED.
x ALL WALL FIXTURES, WALL DISPLAYS, AND WALL STANDARDS/SYSTEMS, ETC. MUST BE INDEPENDENTLY
SUPPORTED FROM LANDLORD'S STRUCTURE. TENANT SHALL BE REQUIRED TO INSTALL/PROVIDE METAL
STRAPPING OR BRACING PRIOR TO THE INSTALLATION OF TENANT'S WALL FIXTURES, STANDARDS, ETC.
x ADDITIONALLY, TENANT'S EQUIPMENT MAY BE BRACED FROM EITHER THE TOP/BOTTOM CHORD OF THE JOISTS
ONLY, OR AS REQUIRED BY THE LOCAL JURISDICTION AS SET FORTH IN THE ATTACHED LETTER/DETAIL. ALL
CONDUIT, WIRING, ETC. SHALL BE RUN TIGHT TO THE STEEL. NO LOOSE OR DANGLING WIRES SHALL BE
PERMITTED. TENANT MAY NOT ATTACH TO THE UNDERSIDE OF LANDLORD'S ROOF DECK.
x ALL LANDLORD SUPPLIED ACCESSORIES, FIXTURES, ITEMS AND OTHER WORK SCOPES SHALL BE PER TENANT'S
EXECUTED LEASE AND LANDLORD'S STANDARD PROJECT SPECIFICATIONS AND DETAILS (I.E. TOILET ROOM
FIXTURES). DETAILS AND ACCESSORIES, DEMISING WALLS, EXTERIOR WALLS, STOREFRONT, AWNINGS, ETC.) AND
MAY NOT MEET TENANT'S SPECIFICATIONS OUTLINED. PLEASE VERIFY WITH TENANT COORDINATION. LANDLORD
PROVIDED TOILET ROOM INCLUDES ONLY THE FOLLOWING ITEMS: TOILET, SINK, GRAB BARS, TOILET PAPER
HOLDER, INSTA-HOT, FAN/LIGHT COMBINATION AND ACT CEILING ONLY. ALL OTHER ITEMS, EQUIPMENT,
ACCESSORIES (I.E. FRP) SHALL BE PROVIDED BY TENANT AT TENANT'S EXPENSE.
x A MOISTURE MITIGATION SYSTEM IS REQUIRED BY LANDLORD.
x THE INTEGRITY OF THE UNDER SLAB VAPOR BARRIER MUST BE MAINTAINED WHEN TRENCHING/SAW CUTTING THE
FLOOR SLAB FOR ELECTRICAL WORK. THE FLOORING SUBCONTRACTOR MUST BE MADE AWARE OF THESE
CONDITIONS AND FOLLOW ALL MANUFACTURER RECOMMENDATIONS FOR INSTALLATION OF FLOOR FINISHES . (15
MIL STEGO). LANDLORD REQUIRES TENANT TO USE LANDLORD'S INSPECTION COMPANY, AT TENANT'S EXPENSE
PRIOR TO POUR BACK.
x LANDLORD SHALL COORDINATE THE INSTALLATION OF TENANT'S METER AT TENANT'S EXPENSE. TENANT MUST
APPLY DIRECTLY TO XCEL ENERGY FOR ELECTRIC SERVICE. A TEMPORARY POWER PERMIT MAY BE REQUIRED
AND MUST BE APPLIED FOR DIRECTLY AT THE CITY OF EAGAN.
x TENANT'S SENSORMATIC/SECURITY SYSTEM MAY NOT BE ATTACHED TO LANDLORD'S STOREFRONT
FRAMING/GLAZING SYSTEM. MUST BE COMPLETELY INDEPENDENT USING FREESTANDING PEDESTALS FLOOR
MOUNTED.
x TENANTS ARE REQUIRED TO PROVIDE A MERCHANDISE DISPLAY ZONE AT THE STOREFRONT WITH A GYPSUM
WALLBOARD CEILING AS OUTLINED IN SCHEDULE C OF LANDLORD'S DESIGN CRITERIA.
x LANDLORD REQUIRES TENANT, AT TENANT'S EXPENSE TO USE LANDLORD'S APPROVED SUBCONTRACTORS FOR
TENANT'S WORK AS IT RELATES TO ANY OF THE FOLLOWING IMPROVEMENTS BY TENANT TO THE PREMISES:
xx ROOFING (PENETRATIONS, ETC.), FIRE PROTECTIONS SYSTEMS, FIRE ALARM, TENANT BLADE SIGNAGE (SEE
GENERAL NOTES, #3 ABOVE FOR SIGN CRAFTERS), STOREFRONT CHANGES, MODIFICATIONS, RELOCATIONS
OR ADDITIONS, ETC.
x THE DUCT SMOKE DETECTORS ARE WIRED TO LANDLORD'S HOUSE PANEL, THEREFORE, TO AVOID WARRANTEE
ISSUES; ALL MODIFICATIONS REQUIRED TO THE HVAC UNITS PROVIDED BY LANDLORD MUST BE MADE BY
LANDLORD'S CONTRACTOR.
x TENANT CONTRACTORS RELOCATING OR REPLACING THERMOSTATS WILL BE RESPONSIBLE FOR ANY WIRING
MALFUNCTIONS.
x TENANT/TENANT'S CONTRACTOR IS RESPONSIBLE FOR FURNISHING FIRE RATINGS ON ALL FIXTURES AND
MATERIALS USED TO CONSTRUCT THE STORE, IF REQUIRED BY LOCAL JURISDICTION.
x NO MUZAK OR OTHER DISHES ARE TO BE MOUNTED ON LL'S BUILDING UNLESS APPROVED BY LANDLORD IN
WRITING. TENANT'S SPEAKERS MAY NOT BE PLACED ON OR ALONG THE DEMISING WALLS.
x IF APPLICABLE, TENANT OR TENANT'S CONTRACTOR MAY NOT ATTACH ANY EQUIPMENT OR FIXTURES TO THE
ROOF DECK.
x BASIC SPRINKLER GRID - LANDLORD SHALL PROVIDE A BASIC GRID BASED UPON (1) HEAD PER 130 SQUARE FEET.
HEADS SHALL BE IN UPRIGHT POSITION. ALL MODIFICATIONS, ADDITIONS, ETC. SHALL BE PROVIDED BY
LANDLORD'S FIRE PROTECTION CONTRACTOR AT TENANT'S EXPENSE.
x ANY WORK THAT IS PERFORMED WITHOUT THE WRITTEN PERMISSION OF THE LANDLORD AND DOES NOT MEET
THE STANDARDS SET FORTH BY THE LANDLORD WILL BE CORRECTED BY THE LANDLORD AT THE TENANT'S
EXPENSE.
x TENANT SHALL PROVIDE AND INSTALL A MINIMUM OF R- 13 INSULATION WITH VAPOR
BARRIER AND DRYWALL FOR AN R-23 ASSEMBLY FOR THE BUILDING ENVELOPE OR AS
REQUIRED BY CODE AT TENANT'S EXPENSE. (THE BACKSIDE OF THE STOREFRONT &
IF APPLICABLE ON THE REAR EXTERIOR WALL FROM FLOOR TO UNDERSIDE OF DECK
MAY BE REQUIRED AT TENANT'S EXPENSE OR AS OUTLINED IN TENANT'S EXECUTED
LEASE).
x OPEN CEILING REQUIREMENT- LANDLORD REQUIRES METAL DUCTWORK AND IF CODE
REQUIRES INSULATION, THE INSULATION IS TO BE INTERNAL WITHIN THE DUCTWORK.
x BOTH SUPPLY AND RETURN AIR MUST BE DUCTED. NO CEILING PLENUMS SHALL BE
PERMITTED DUE TO ITEMS (PVC) IN LANDLORD'S BASE BUILDING.
x TENANT SHALL REFER TO THE TENANT INFORMATION PACKAGE (TIP) FOR PARAGON
OUTLETS TWIN CITIES FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
x IF APPLICABLE, POWER POLES ARE NOT PERMITTED IN ANY CIRCUMSTANCE. TENANT
MUST TRENCH THE SLAB, REPLACING THE VAPOR BARRIER PRIOR TO POUR BACK.
x PARTITIONS BETWEEN SALES AND STOCK MUST BE FULL HEIGHT PER LANDLORD'S
DESIGN CRITERIA.
x ONLY 2' X 2' PARABOLIC LENSE (OR BETTER) FLUORESCENT LIGHT FIXTURES ARE
PERMITTED PER LANDLORD'S DESIGN CRITERIA. PRISMATIC LENSES WILL NOT BE
PERMITTED.
x IF TENANT ELECTS TO PROVIDE AN ACT, ONLY A 2' X 2' TEGULAR EDGE TILE WILL BE
PERMITTED
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CHECKED
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PROJECT NUMBER
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B. DIXON
B.DIXON
SPECIFICATIONS (SHALL BE APPLICABLE AS APPROPRIATE FOR THE SCOPE OF WORK INDICATED BY THE
CONSTRUCTION DOCUMENTS)
00700 GENERAL CONDITIONS:
AS INDICATED IN THE AIA DOCUMENT #A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" 1997
EDITION.
00800 SUPPLEMENTARY CONDITIONS:
00810 MODIFICATIONS TO GENERAL CONDITIONS:
ARTICLE 4
4.10.1 ADD THE FOLLOWING: TENANT GENERAL CONTRACTOR (T.G.C.) SHALL SUPPLY CLAIRE'S WITH A COMPLETE
LIST OF ALL SUB-CONTRACTORS INVOLVED WITH THE WORK, (NAME, ADDRESS AND TELEPHONE NUMBER) WITH
SECOND APPLICATION FOR PAYMENT . SEND TWO COPIES TO THE HOME OFFICE, ATTENTION STORE PLANNING. HVAC
AND H.W. HEATER INFORMATION MUST BE NOTED. REFER TO TENANT FORM ISSUED WITH THE BID DOCUMENTS.
01010 SUMMARY OF WORK:
WORK OF CONTRACT CAN BE SUMMARIZED BY REFERENCE TO THE CONTRACT, GENERAL CONDITIONS,
SPECIFICATIONS, DRAWINGS, ADDENDA AND MODIFICATIONS TO THESE DOCUMENTS ISSUED SUBSEQUENT TO THE
INITIAL PRINTING OF SAME.
A RESPONSIBILITY SCHEDULE IS INDICATED ON THE PLANS. IT INCLUDES COORDINATION WITH OTHER WORK
PERFORMED BY SEPARATE CONTRACTORS OF THE PROJECT.
CONTRACTOR RESPONSIBILITY:
T.G.C.SHALL PROVIDE AND PAY FOR: LABOR, MATERIAL, EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT,
MACHINERY, WATER, HEAT AND UTILITIES REQUIRED FOR CONSTRUCTION AS WELL AS ANY OTHER FACILITIES AND
SERVICE NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. WHEN WORK IS PERFORMED IN AN
EXISTING STORE, PROVISIONS CAN BE MADE TO USE EXISTING UTILITIES, EXCEPT TELEPHONE, AND BILLS WILL BE
PAID DIRECTLY BY TENANT. COORDINATE WITH CLAIRE'S REPRESENTATIVE.
T.G.C.SHALL SECURE AND PAY FOR THE FOLLOWING ITEMS, NECESSARY FOR EXECUTION AND COMPLETION OF
THE WORK, AND AS APPLICABLE AT THE TIME OF RECEIPT OF BIDS: PERMITS, FEES, LICENSES, BONDS AND
INSURANCE'S REQUIRED BY LOCAL AUTHORITIES AND/OR LANDLORD.
REGULATORY AGENCIES:
ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES
HAVING JURISDICTION, AND IN ACCORDANCE WITH THE "DESIGN CRITERIA FOR TENANT WORK" ISSUED BY THE
LANDLORD.
REFERENCE STANDARDS:
COMPLY WITH THE APPLICABLE SPECIFICATIONS AND STANDARDS OF UL, ASTM, ANSI, AWI, NEMA, AIA AND ALL OTHER
STANDARDS OF MANUFACTURERS ASSOCIATIONS.
QUALITY ASSURANCE:
THE T.G.C. ASSUMES OVERALL RESPONSIBILITY FOR THE WORK OF THIS PROJECT TO ASSURE THAT ALL ASSEMBLIES,
COMPONENTS AND PARTS INDICATED OR REQUIRED COMPLY WITH CONTRACT DOCUMENTS. ANY SUBSTITUTIONS
MADE BY THE CONTRACTOR WITHOUT PRIOR WRITTEN APPROVAL OF THE OWNER WILL BE REJECTED AND REPLACED
AT THE CONTRACTOR'S EXPENSE.
THE T.G.C. ALSO ASSURES THAT ALL COMPONENTS, SPECIFIED OR REQUIRED TO SATISFACTORILY COMPLETE THE
INSTALLATION ARE COMPATIBLE WITH EACH OTHER, WITH ADJOINING SUBSTRATES, MATERIALS AND WORK BY OTHER
TRADES, AND WITH THE CONDITIONS OF INSTALLATION AND EXPECTED USE.
FIRE-RATED CONSTRUCTION:
WHEREVER A FIRE RESISTANCE CLASSIFICATION IS INDICATED OR REQUIRED FOR CONSTRUCTION, PROVIDE
MATERIALS, ACCESSORIES AND APPLICATION PROCEDURES WHICH COMPLY WITH THE REQUIREMENTS OF UL "FIRE
RESISTANCE INDEX" FOR THE UL DESIGN NUMBERS CORRESPONDING WITH THE CONSTRUCTION ASSEMBLIES
INDICATED.
01030 SHORT / DAMAGED FREIGHT:
INDICATED BELOW ARE INSTRUCTIONS ON HOW TO HANDLE SHORT, OR DAMAGED FREIGHT:
A.BEFORE SIGNING THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEM(S) DAMAGED OR MISSING I.E., ONE LIGHT
FIXTURE, TWO PIECES OF SLATWALL, ETC.
B.AFTER DAMAGED OR MISSING ITEMS ARE NOTED ON FREIGHT BILL, HAVE CARRIER'S DRIVER ALSO SIGN THE
FREIGHT BILL. THIS WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF DAMAGE OR SHORT ITEMS.
C.THERE ARE TIMES WHEN DAMAGE IS DISCOVERED ONLY UPON UNPACKING THE FREIGHT. IN ORDER TO RECEIVE
PAYMENT FROM FREIGHT COMPANY, WE MUST PROVE THAT THE FREIGHT WAS DELIVERED IN DAMAGED
CONDITION. THEREFORE, ALL CARTONS MUST BE INSPECTED FOR SIGNS OF DAMAGE OR ABUSE AND THIS IS TO
BE NOTED ON THE FREIGHT BILL.
D.PHONE THE TRAFFIC DEPARTMENT IN HOFFMAN ESTATES, RICK KOPACZEWSKI, CLAIRE'S PURCHASING MANAGER
@ (847) 765-2054, AND ADVISE EXTENT OF DAMAGE OR SHORTNESS AND TO RECEIVE DISPOSITION INSTRUCTIONS.
E.SEND A COPY OF THE FREIGHT BILL AND A COPY OF THE ORDER (PROVIDED AT START OF CONSTRUCTION) ALONG
WITH ANY OTHER INFORMATION REQUESTED BY MITCH TO CLAIRE'S BOUTIQUES, INC., 2400 WEST CENTRAL RD.,
HOFFMAN ESTATES, IL 60192.
F.BE SURE TO CONTACT THE PROJECT MANAGER TO INFORM HIM/HER OF THE LOSS SO THAT, IF NECESSARY, THE
ITEM(S) CAN BE REORDERED.
UNLOADING FIXTURES:
INCLUDE IN BASE BID, THE COST TO UNLOAD ALL OWNER SUPPLIED FIXTURES AND MATERIALS WITH THE EXCEPTION
OF ITEMS FROM OUR DISTRIBUTION CENTER IN HOFFMAN ESTATES. INCLUDE DISPOSAL OF ALL PACKAGING MATERIAL.
PROTECTION OF MATERIALS / FURNITURE ON SITE:
G.C.IS RESPONSIBLE FOR THE SECURITY, CARE AND DAMAGE PREVENTION OF ALL MATERIALS AFTER DELIVERY TO
JOB SITE. G.C. WILL BE BACKCHARGED FOR DAMAGES AND MISSING ITEMS.
01500 EXISTING CONDITIONS:
T.G.C.IS TO VISIT THE JOB SITE TO INSPECT THE EXISTING CONDITIONS AND TO VERIFY THE AMOUNT OF WORK
THAT WILL BE NECESSARY FOR THE PROJECT TO BE COMPLETED ACCORDING TO THE CONSTRUCTION DOCUMENTS.
EXAMINE THE SUBSTRATES AND ADJOINING CONSTRUCTION, AND THE CONDITIONS UNDER WHICH THE WORK IS TO BE
PERFORMED. DO NOT PROCEED WITH THE WORK UNTIL UNSATISFACTORY CONDITIONS DETRIMENTAL TO THE
PROPER AND TIMELY COMPLETION OF THE WORK HAVE BEEN CORRECTED.
BEFORE PERFORMING ANY WORK OR ORDERING ANY MATERIAL, THE T.G.C. SHALL VERIFY ALL DIMENSIONS OF ANY
EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY DIFFERENCES FOUND SHALL BE
SUBMITTED TO THE OWNER FOR CONSIDERATION BEFORE PROCEEDING WITH WORK.
01510 TEMPORARY PROTECTION: (BARRICADE):
T.G.C.IS RESPONSIBLE FOR THE ERECTION OF TEMPORARY PROTECTION OF THE CONSTRUCTION IN
ACCORDANCE WITH THE LANDLORD REQUIREMENTS AND LOCAL FIRE CODES. THE CONTRACTOR SHALL PAINT THE
STORE LOGO ON THE BARRICADE WALL USING GRAPHIC DRAWINGS FURNISHED BY TENANT. T.G.C. TO COORDINATE
GRAPHICS AND PAINT COLORS WITH LANDLORD TENANT COORDINATOR.
01610 PRODUCT HANDLING:
DELIVER AND STORE MATERIALS IN SEALED CONTAINERS AND BUNDLES, FULLY IDENTIFIED WITH MANUFACTURER'S
NAME, BRAND, TYPE AND GRADE. PROTECT MATERIALS FROM CORROSION AND DAMAGE. STORE IN A DRY
VENTILATED SPACE, OFF THE GROUND. COORDINATE ALL DELIVERIES WITH THE MALL LANDLORD AND TENANT
SUPPLIED MATERIAL VENDORS.
T.G.C.SHALL RECEIVE AND UNLOAD ALL FIXTURES FROM THE FIXTURE SUPPLIER, ACCORDING TO THE TERMS
AND CONDITIONS IMPOSED BY THE MALL DEVELOPER, I.E. SPECIAL TIMES TO UNLOAD, ETC. FIXTURES TO BE SET BY
T.G.C..
T.G.C.SHALL NOTIFY TENANT IMMEDIATELY OF ANY MISSING OR DAMAGED ITEMS THAT TENANT SUPPLIES AND
T.G.C. INSTALLS. T.G.C. WILL OBTAIN AND FILL ALL NECESSARY PAPERWORK REQUIRED IN ORDER TO FACILITATE
TENANT IN ITS ABILITY TO PROPERLY FILE CLAIM FOR DAMAGES OR LOSSES. REFER TO TENANT SHORTAGE/DAMAGED
GOODS POLICY INCLUDED IN BID INSTRUCTIONS FROM TENANT.
01710 CLEANING/ADJUSTING/MAINTENANCE/WARRANTIES:
T.G.C.SHALL EXECUTE PERIODIC CLEANING DURING PROCESS OF WORK, AND AT COMPLETION OF THE WORK, SO
THAT ALL FINISHED SURFACES ARE FREE OF ANY FOREIGN MATERIAL. CONDUCT CLEANING AND DISPOSAL
OPERATIONS TO COMPLY WITH CODES, ORDINANCES, REGULATIONS, ANTI-POLLUTION LAWS AND LANDLORD
REQUIREMENTS. REMOVE GREASE, MASTIC, ADHESIVES, DIRT, STAINS, LABELS AND OTHER FOREIGN MATERIALS
FROM SIGHT EXPOSED SURFACES. T.G.C. SHALL REMOVE ALL CONSTRUCTION DEBRIS FROM JOBSITE, ON A DAILY
BASIS.
PROTECTION:
PROTECT AND MAINTAIN ALL WORK THROUGHOUT CONSTRUCTION SO THAT IT WILL BE FREE OF DAMAGE AT THE TIME
OF ACCEPTANCE BY THE TENANT.
COMPLETION:
STORE SHALL BE READY FOR OCCUPANCY - ALL SURFACES CLEAN.
01700 CLEANING/ADJUSTING/MAINTENANCE/WARRANTIES:
PART 1 - GENERAL
A.FINAL CLEANING
1.T.G.C. TO PROVIDE A PROFESSIONAL CLEANING SERVICE TO EXECUTE FINAL CLEANING PRIOR TO TURN-OVER.
B.ADJUSTING
1.ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE PROPER PERFORMANCE AT TURN-OVER.
C.SPARE PARTS AND MAINTENANCE PRODUCTS :
1.PROVIDE SPARE PARTS, MAINTENANCE INSTRUCTIONS, AND SUPPLIED MAINTENANCE MATERIALS.
D.OPERATION AND MAINTENANCE DATA:
1.SUBMIT DATA ON 8-1/2x11 INCH TEXT PAGES IN SIDE RING BINDER(S) WITH DURABLE PLASTIC COVERS.
2.PREPARE BINDER COVER WITH PRINTED TITLE "OPERATION AND MAINTENANCE INSTRUCTIONS", TITLE OF
PROJECT.
3.SUBMIT CLEARLY LABELED 3 DIMENSIONAL PRODUCTS IN QUANTITIES SPECIFIED IN INDIVIDUAL SPECIFICATION
SECTIONS.
E.WARRANTIES AND BONDS:
1.EXECUTE AND ASSEMBLE TRANSFERABLE WARRANTY DOCUMENTS FROM SUB-CONTRACTORS, SUPPLIERS,
AND MANUFACTURERS.
PART 2 - PREPARATION / EXECUTION
A.FINAL CLEANING
1.CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO VIEW; REMOVE TEMPORARY LABELS, STAINS
AND FOREIGN SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, VACUUM CARPETED AND SOFT
SURFACES. CLEAN HARD FLOORING PER MANUFACTURER'S RECOMMENDATIONS.
2.CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH CLEANING MATERIALS APPROPRIATE TO
THE SURFACE AND MATERIAL BEING CLEANED.
3.REMOVE WASTE AND SURPLUS MATERIALS, RUBBISH AND CONSTRUCTION FACILITIES FROM THE SITE.
02050 DEMOLITION:
ANY AND ALL DEMOLITION REQUIRED TO COMPLETE CONSTRUCTION FOR THIS PROJECT MUST BE CONSIDERED PART
OF THIS CONTRACT AND SHALL BE EXECUTED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS. THE
CONSTRUCTION DOCUMENTS INDICATE EXISTING CONDITIONS, WALLS, AREAS TO REMAIN BUT THE ARCHITECT DOES
NOT CERTIFY THAT ALL DEMOLITION WORK IS INDICATED ON THE PLANS. ANY ITEMS INDICATED AS EXISTING, TO
REMAIN, HAVE TO BE INSPECTED BY THE T.G.C. TO DETERMINE IF ANY OF THESE ITEMS CAN BE REUSED. AT THE END
OF CONSTRUCTION, THE EXISTING WALLS, AREAS, ETC, SHOULD BE LIKE-NEW CONSTRUCTION. ALL REMOVED ITEMS
SHALL BE REMOVED FROM THE PROJECT SITE AND LEGALLY DISPOSED OF. NO CONSTRUCTION MATERIALS ARE TO
BE DISPOSED OF IN THE MALL TRASH RECEPTACLES OR DUMPSTERS WITHOUT LANDLORD'S PRIOR APPROVAL. REFER
TO DEMOLITION PLAN NOTES.
FOR REMODELED STORES ONLY: THE T.G.C. WILL BE HELD RESPONSIBLE FOR ANY DEVICES I.E. THERMOSTATS,
ALARM, AUDIO SYSTEM COMPONENTS AND THE LIKE WHETHER OR NOT IT IS AFFECTED BY DEMOLITION WORK. THE
T.G.C. SHALL CONTACT THE CLAIRE'S P.M. BEFORE DISPOSING ANY OF THAT EQUIPMENT OR REPLACE THAT
EQUIPMENT AT THE T.G.C.'S EXPENSE.
A.SCOPE: T.G.C. SHALL FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS
INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS NECESSARY TO COMPLETE THE CONTRACT, INCLUDING,
BUT NOT LIMITED TO, THESE MAJOR ITEMS.
1.PROTECTION OF EXISTING WORK TO REMAIN.
2.REMOVE EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND WHERE REQUIRED BY JOB
CONDITIONS.
3.REMOVAL OF PARTITIONS, DOORS, FLOOR COVERINGS, AND CEILINGS. REMOVAL AND CAPPING OF
MECHANICAL AND ELECTRICAL FIXTURES AND SERVICES. DEBRIS REMOVAL AND DISPOSAL.
4.REMOVAL OR CORING OF PORTIONS OF THE EXISTING CONCRETE SLAB AS REQUIRED FOR SERVICE AND
EQUIPMENT LINE INSTALLATION. PATCHING SHALL BE ACCEPTABLE TO THE POINT THAT THE FINISH WILL
ACCEPT SCHEDULED FINISH MATERIAL WITH NO NOTICEABLE EFFECT OF AN ALTERATION HAVING BEEN MADE.
5.IF INDICATED BY THE CONSTRUCTION DOCUMENTS, REMOVAL OF EXISTING STOREFRONT, INCLUDING
OVERHEAD ROLL-UP GRILLE.
B.GENERAL REQUIREMENTS:
1.THE T.G.C. AND ALL SUBCONTRACTORS SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND
INSTALLATION OF ALL TEMPORARY SHORING SYSTEMS USED DURING THE DEMOLITION OF ALL STRUCTURAL
ELEMENTS.
2.THE CONTRACT DOCUMENTS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED TO
BE PERFORMED. T.G.C. SHALL INSPECT THE EXISTING CONSTRUCTION CAREFULLY TO DETERMINE THE FULL
EXTENT OF WORK TO BE PERFORMED AND THE PROBLEMS INVOLVED. NO EXTRA COMPENSATION WILL BE
ALLOWED BECAUSE OF FAILURE TO ESTIMATE THE FULL EXTENT OF THE WORK OR FOR ANY CONTINGENCY
ALLOWANCES.
3.ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. REMOVAL OF ITEMS
SCAFFOLD HIGH OR HIGHER SHALL BE LOWERED BY CONTROLLED METHODS, NOT BY THROWING OR
DROPPING. PERFORM CUTTING AND STRIPPING SO THAT THE WORK TO REMAIN IS UNDAMAGED AND IN SUCH A
MANNER THAT NEW WORK CAN BE PROPERLY CONNECTED.
4.UNFORESEEN CONDITIONS: INCLUDE IN THE BASE BID MISCELLANEOUS CUTTING AND PATCHING
NECESSITATED AS A RESULT OF UNFORESEEN CONDITIONS AND THE REWORKING OF ABUTTING SURFACES AS
REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. NO EXTRA PAYMENTS
BASED ON THE PLEA OF UNFORESEEN CONDITIONS WILL BE ALLOWED.
5.T.G.C. SHALL COORDINATE WITH THE LANDLORD ALL WORK THAT MAY EFFECT NORMAL DAILY OPERATIONS OF
THE LANDLORD PREMISES AND COMPLY WITH ALL RESTRICTIONS THE LANDLORD MAY HAVE ON DEMOLITION
AND/OR CONSTRUCTION SCHEDULES. COOPERATE FULLY TO THE END THAT CERTAIN FACILITIES AND
SERVICES ARE MAINTAINED IN OPERATION UNTIL IMMEDIATELY BEFORE THEIR REMOVAL IS REQUIRED TO
PERMIT INSTALLATION OF NEW WORK.
6.NOISE CONTROL: CARRY ON ALL WORK IN A MANNER WHICH WILL PRODUCE THE LEAST AMOUNT OF NOISE.
INSTRUCT ALL WORKERS IN NOISE CONTROL PROCEDURES.
7.T.G.C. SHALL COORDINATE ALL WORK OUTSIDE TENANT'S SPACE AND IS LIABLE FOR ANY DAMAGE AND COST
INVOLVED.
C.PROTECTION OF PERSONNEL : ERECT SIGNS, BARRICADES AND SUCH OTHER FORMS OF WARNING AS MAY BE
REQUIRED TO PREVENT PERSONNEL FROM PUTTING THEMSELVES IN THE WAY OF INJURY.
D.MECHANICAL, ELECTRICAL, AND PLUMBING:
1.SHALL CAREFULLY REVIEW PLANS AND DETERMINE LINES TO BE REMOVED AND THOSE TO BE KEPT ACTIVE OR
TO BE REACTIVATED. PROTECT LINES TO REMAIN. PROVIDE FOR MINIMUM SERVICE INTERRUPTION OF LINES TO
REMAIN.
2.REMOVE LINES COMPLETELY WHENEVER POSSIBLE. CUT AND CAP OR PLUG PER APPLICABLE REGULATORY
REQUIREMENTS TO PREVENT ESCAPE OF GAS, LIQUID, ETC. BEHIND THE BACK OF THE FINISH MATERIAL.
3.REPAIR, REPLACE, OR MAKE GOOD, DAMAGE TO EXISTING CONSTRUCTION, WHICH OCCURS AS A RESULT OF
REMOVAL OPERATIONS, AT NO ADDITIONAL COST TO CLAIRE'S, THE ARCHITECT OR THE LANDLORD. THESE
REPAIRS SHALL INCLUDE ANY ROOF PATCHING REQUIRED DUE TO DEMOLITION AND SHALL BE COORDINATED
WITH LANDLORD AND LANDLORD'S ROOFING CONTRACTOR.
03010 CONCRETE:
WHEN THE CONCRETE FLOOR SLAB IS EXISTING, PREPARE THE SLAB TO RECEIVE FINISH AS INDICATED BY THE
CONSTRUCTION DOCUMENTS. WHEN SLAB FLOOR IS TO BE EXECUTED AS PART OF THE CONTRACT, FOLLOW
LANDLORD'S DIRECTIONS AND SPECIFICATIONS.
03015 FLOOR SLAB MODIFICATIONS:
T.G.C.SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB
TO BE REMOVED AND REPLACED FOR INSTALLATION OF ELECTRICAL, MECHANICAL AND PLUMBING WORK AND STEEL
COLUMNS FOR GRILLE SUPPORT. ALL CONCRETE TRENCHING AND REFILLING, AS WELL AS ANY AND ALL
PENETRATIONS OF THE SLAB, SHALL BE EXECUTED IN ACCORDANCE WITH THE LANDLORD'S REQUIREMENTS.
05010 STRUCTURAL METALS:
THE DESIGN, FABRICATION AND INSTALLATION OF ALL MISCELLANEOUS METAL LINTELS, SUPPORTS AND FRAMING
REQUIRED FOR ALL STORE FRONT WORK SHALL BE THE SOLE RESPONSIBILITY OF THE T.G.C..
06100 ROUGH CARPENTRY:
ALL WOOD FRAMEWORK, WOOD BLOCKING AND PLYWOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED AS
REQUIRED BY APPLICABLE CODES AND LANDLORD REQUIREMENTS.
PARTICLE BOARD SHALL BE UL CLASS 1 FIRE-RATED, SANDED AND PREPARED TO RECEIVE PLASTIC LAMINATE, METAL
LAMINATE, OR PAINT.
WOOD FRAMING MEMBERS SHALL BE NO. 1 LIGHT FRAMING DOUGLAS FIR OR NO. 2 OR BETTER YELLOW PINE OF THE
DIMENSIONS INDICATED ON THE PLANS.
PLYWOOD SHALL BE GRADE B-D DOUGLAS FIR, SANDED AND PREPARED TO RECEIVE PLASTIC LAMINATE, METAL
LAMINATE OR PAINT. PLYWOOD BACKING PANELS FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT SHOULD
BE FIRE RETARDANT TREATED PLYWOOD WITH GRADE DESIGNATION, APA C-D PLUGGED INTERIOR NOT LESS THAN
3/4" THICK.
PROVIDE FASTENERS AND ANCHORAGE OF THE TYPE, SIZE, MATERIAL AND FINISH AS RECOMMENDED BY APPLICABLE
STANDARDS, COMPLYING WITH APPLICABLE FEDERAL SPECIFICATIONS FOR NAILS, STAPLES, SCREWS, BOLTS, NUTS,
WASHERS AND ANCHORING DEVICES.
PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF SHELVING, EQUIPMENT, ACCESSORIES, FIXTURES, AND
FINISH HARDWARE OR OTHER HEAVY ITEMS ON WALLS.
06400 ARCHITECTURAL WOODWORK:
FINISHED WOODS SHALL BE OF THE TYPE SPECIFIED IN THE CONSTRUCTION DOCUMENTS AND SHOULD COMPLY WITH
PREMIUM GRADE WORK AS DESCRIBED IN "ARCHITECTURAL WOODWORK QUALITY STANDARDS" PUBLISHED BY THE
ARCHITECTURAL WOODWORK INSTITUTE.
THE WOOD SHALL BE STRAIGHT AND FREE OF BLEMISHES AND OF SUFFICIENT LENGTH TO PERMIT A MINIMUM
NUMBER OF JOINTS. CONDITION WOODWORK TO PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR
TO INSTALLING.
INSTALL WOODWORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING
CONCEALED SHIMS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" FOR PLUMB AND LEVEL AND WITH NO VARIATIONS IN
FLUSHNESS OF ADJOINING SURFACES. ATTACH WOODWORK TO ANCHORS, OR BUILT IN BLOCKING, OR DIRECTLY TO
SUITABLE SUBSTRATE. SECURE WITH CONCEALED FASTENERS.
ALL SURFACES SHALL BE SANDED TO A SMOOTH SURFACE, READY FOR STAINING OR FINISH PAINTING AS PER
DETAILS, SCHEDULES, AND USE.
06410 HARDWARE:
HARDWARE SHALL BE OF THE TYPE, FINISH AND MANUFACTURER INDICATED. MANUFACTURER'S CATALOG NUMBERS
USED HEREIN ARE INTENDED TO INDICATE THE QUALITY REQUIRED. ALTERNATE MANUFACTURERS AND PRODUCTS
MAY BE SUBMITTED TO THE TENANT FOR SUBSTITUTION APPROVAL. NO OTHERS SHALL BE ACCEPTABLE.
FURNISH HARDWARE TEMPLATES IN A TIMELY MANNER TO THE VARIOUS AFFECTED TRADES FOR COORDINATION OF
THEIR WORK.
07900 SEALANT :
PART 1 - GENERAL
A.EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR MATERIALS.
1.SILICONE SEALANTS (TYPE S): ASTM C920, SINGLE COMPONENT, NON-SAGGING, NON-STAINING, NON-BLEEDING;
FOR USE AS GENERAL CAULKING; COLOR TO MATCH ADJACENT SURFACES, MANUFACTURER BY GE SILICONES
OR EQUAL.
2.JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM ROD.
PART 2 - PREPARATION / EXECUTION
A.REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT IMPAIR ADHESION OF SEALANT.
B.CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
C.PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGURATION.
D.INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
E.INSTALL JOINT BACKING IN ACCORDANCE WITH SEALANT MANUFACTURER'S RECOMMENDATIONS.
F.APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN
SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES.
081113 HOLLOW METAL DOORS AND FRAMES:
STANDARD-DUTY DOORS AND FRAMES :
SDI A250.8, LEVEL 1, AT LOCATIONS INDICATED ON THE PLAN AND IN THE DOOR SCHEDULE.
PHYSICAL PERFORMANCE:
LEVEL C ACCORDING TO SDI A250.4. WHEN REQUIRED BY CODE, DOORS AND FRAMES SHALL BE LABELED FOR THE
REQUIRED FIRE RATING.
DOORS:
MODEL 1, FULL FLUSH DOORS: 1-3/4 INCHES THICK, FACES OF MINIMUM THICKNESS OF 20 GAUGE, UNCOATED,
COLD-ROLLED STEEL SHEET, PRIME PAINTED.
FRAMES:
WELDED FRAMES FABRICATED FROM UNCOATED COLD-ROLLED STEEL SHEET, MINIMUM THICKNESS OF 16 GAUGE,
PRIME PAINTED. EXAMINE DOOR FRAMES AND VERIFY THAT THE FRAMES ARE THE CORRECT TYPE AND HAVE BEEN
INSTALLED AS REQUIRED FOR PROPER HANGING OF CORRESPONDING DOORS.
16 GAUGE, KNOCK-DOWN STYLE FRAMES ARE ONLY ACCEPTABLE FOR INSTALLATION IN EXISTING CONSTRUCTION.
ALIGN AND FIT THE DOORS IN THE FRAMES WITH THE FOLLOWING CLEARANCES AND BEVELS. FOR NON-RATED
DOORS, PROVIDE CLEARANCES OF 1/8" AT JAMBS AND HEADS, AND 1/8" FROM THE BOTTOM OF THE DOOR TO THE TOP
OF THE FINISH OR COVERING. FOR FIRE-RATED DOORS, PROVIDE CLEARANCES AND CORRESPONDING FIRE-RATED
FRAMES IN ACCORDANCE WITH REQUIREMENTS OF NFPA NO. 80.
EXISTING DOORS:
WHEN EXISTING DOOR IS TO REMAIN IN SERVICE, DOOR AND FRAME MUST BE RAISED 3/8" FROM EXISTING FLOOR TO
PROVIDE FOR DOOR CLEARANCE IF OVER NEW CARPET.
08341 OVERHEAD ROLLING GRILLES & SIDE FOLDING :
GRILLES:
STORE FRONT GRILLE(S) WILL BE SUPPLIED BY TENANT AND INSTALLED BY THE GRILLE CONTRACTOR. GRILLES ARE
TO BE SELF-SUPPORTING, BUT ARE ATTACHED TO THE MALL STRUCTURE ABOVE FOR LATERAL SUPPORT ONLY. T.G.C.
IS TO COORDINATE THESE CONNECTIONS WITH APPLICABLE LANDLORD CRITERIA AND/OR APPROVALS.
T.G.C.IS TO ACCURATELY "LAY OUT" THE STOREFRONT(S) FOR THE GRILLE CONTRACTOR, SHOWING GRILLE
CENTERLINE(S) AND SUPPORT LOCATIONS.
RELEASE HANDLE COMPONENTS TO BE INSTALLED IN TENANTS' STOREFRONT BEHIND CLOSURE LINE IN COMPLIANCE
WITH GRILLE MANUFACTURER'S SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.
08710 DOOR HARDWARE :
PART 1 - GENERAL
A.FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND EXTERIOR DOORS AND ROLLING GRILLES.
B.SEE DOOR SCHEDULE FOR SPECIFIC ITEMS, MANUFACTURERS AND MODEL NUMBERS. TEMPLATES SHALL BE
FURNISHED FOR USE IN FIELD.
C.FOLLOW DHI (DOOR AND HARDWARE INSTITUTE) STANDARDS AND GUIDELINES AND AWI (AMERICAN
WOODWORKING INSTITUTE) STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS.
D.FURNISH OWNER WITH MAINTENANCE DATA, MAINTENANCE PROCEDURES, MANUFACTURERS WARRANTIES AND
SPECIAL TOOLS.
E.FINISHES: PER HARDWARE SCHEDULE.
F.KEYING:
1.T.G.C. TO COORDINATE KEYING AND MASTER KEYING WITH CLAIRE'S CONSTRUCTION MANAGER.
2.T.G.C. TO INSTALL CONSTRUCTION CORES DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT END
OF JOB PRIOR TO TURN-OVER.
G.PROVIDE COMMERCIAL GRADE HARDWARE, COMPLYING WITH PROJECT SPECIFICATIONS, IN SETS ACCORDING TO
THE SCHEDULE HEREIN AND ON DOOR SCHEDULE DRAWING. REFER TO DOOR SCHEDULE.
PART 2 - PREPARATION / EXECUTION :
A.COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING FABRICATION OF WALL
INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS.
B.VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE AS INDICATED.
C.INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
D.USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. WHEREVER CUTTING AND FITTING IS REQUIRED
TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED,
INSTALL EACH ITEM COMPLETELY, THEN REMOVE AND STORE DURING APPLICATION OF FINISHES. REINSTALL
UPON COMPLETION OF FINISHING OPERATIONS. SPACE FASTENERS AND ANCHORAGES AS INDICATED OR IN
ACCORDANCE WITH FACTORY STANDARDS.
E.ADJUST HARDWARE FOR SMOOTH OPERATION.
08800 GLASS AND GLAZING :
PROVIDE GLASS AND GLAZING AS SHOWN. ALUMINUM STOREFRONT AS MANUFACTURED BY KAWNEER
ARCHITECTURAL ALUMINUM STOREFRONT SYSTEM TRIFAB VG 451 (NON-THERMAL-INTERIOR INSTALLATION) OR TRIFAB
451T (THERMAL-EXTERIOR INSTALLATION) STOREFRONT SYSTEM, OR APPROVED EQUAL PRODUCTS BY OTHER
MANUFACTURERS. COMPLY WITH RECOMMENDATIONS OF FLAT GLASS MARKETING ASSOCIATION (FGMA) "GLAZING
MANUAL" AND "SEALANT MANUAL" EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE INDICATED. PROVIDE
MATERIALS OBTAINED FROM ONE SOURCE FOR EACH TYPE OF GLASS AND GLAZING PRODUCT INDICATED.
PROVIDE GLASS DOORS AS SHOWN, AS MANUFACTURED BY OLDCASTLE, OR APPROVED EQUAL PRODUCTS BY OTHER
MANUFACTURERS. DOORS SHALL BE OLDCASTLE STYLE "P" FULL WIDTH BOTTOM AND TOP RAILS. DOORS SHALL BE
FACTORY ASSEMBLED AND PREPARED TO ACCOMMODATE PUSH-PULLS AND LOCK CYLINDERS INSTALLED BY G.C.
PUSH-PULLS SHALL BE OLDCASTLE STYLE HB-1, 10" OR APPROVED EQUAL. ALL GLASS DOOR HARDWARE FINISHES
SHALL BE OLDCASTLE CLEAR ANODIZED METAL OR APPROVED EQUAL.
WHERE SAFETY GLASS IS INDICATED OR REQUIRED BY AUTHORITIES HAVING JURISDICTION, PROVIDE TYPE OF
PRODUCTS WHICH COMPLY WITH ANSI Z97.1.
MIRROR SHALL COMPLY WITH F.S. DD-G-471C,TYPE 1, CLASS 1, QUALITY Q2, 1/4" THICK. PROVIDE SILVERING, COPPER
BACKING AND PROTECTIVE COATING CONFORMING TO F.S. DD-M.411.
FABRICATE GLASS TO SIZES REQUIRED FOR GLAZING OPENINGS WITH EDGE CLEARANCE AND TOLERANCES
COMPLYING WITH RECOMMENDATIONS OF GLASS MANUFACTURER.
ALL GLASS AND MIRRORS TO HAVE EXPOSED EDGES WILL BE GROUND AND POLISHED.
THE DOORS ARE FURNISHED WITH BEST HOUSING AND A CONSTRUCTION CORE. THE DISTRICT MANAGER CHANGES
OUT THE CORE AT TURNOVER.
GLAZING BASE TO BE ANCHORED TO CONCRETE FLOOR/FOUNDATION USING SET XP EPOXY ADHESIVE ESR-2508
09250 GYPSUM DRYWALL SYSTEMS :
PART 1 - GENERAL :
A.FURNISH AND INSTALL ALL GYPSUM DRYWALL AND SYSTEMS COMPLETE WITH PARTITION FRAMING, CEILING
SUSPENSION SYSTEMS AND RELATED ACCESSORIES, PARTS, MATERIALS, ETC. AS SHOWN ON DRAWINGS AND AS
SPECIFIED. INSTALL ALL MATERIALS PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS.
B.GYPSUM DRYWALL: ALL GYPSUM BOARD TO BE 5/8" TYPE "X" AS NOTED ON SHEET A101 (CONSTRUCTION PLAN).
RESTROOMS TO RECEIVE MOISTURE RESISTANT GYPSUM BOARD.
C.FASTENERS: DRYWALL SCREWS OF PROPER SIZE AND TYPE PER MANUFACTURERS RECOMMENDATIONS.
D.PROVIDE MATERIALS, JOINT COMPOUNDS, TRIM, EDGES, BEADS, ETC. FROM A SINGLE SOURCE SUPPLIER. ALL
TRIM SHALL CONSIST OF A TAPERED, GROOVED, AND PRE-PUNCHED FIN FOR SCREW ATTACHMENT AND TO
ACCEPT BONDING AGENT. ALL BUTT JOINTS ARE TO BE NEAT WITH TIGHT JOINTS, AND ALL CORNERS ARE TO BE
MITERED. ALL EDGES, BEADS AND TRIM TO BE GALVANIZED STEEL U.N.O.
E.JOINT TREATMENT: U.S. GYPSUM OR GOLD BOND SYSTEM OF COMPOUNDS AND PERFORATED TAPE.
PROVIDE ALL GYPSUM DRYWALL MATERIALS THROUGHOUT THE WORK PRODUCED BY ONE MANUFACTURER.
PROVIDE METAL STUDS AND FRAMING MEMBERS OF TYPES, GAUGES, SIZES AND CORROSIVE RESISTIVE TREATMENTS
AS SHOWN.
STUDS AND FRAMING:
ROLL FORMED CHANNEL STUDS AND RUNNERS: ASTM C-645, FABRICATED OF GALVANIZED STEEL PER ASTM WITH
FLANGES NOT LESS THAN 1 1/4" OF THE SIZES AND GAUGES SHOWN.
METAL FURRING CHANNELS: HAT SHAPED, 7/8" HIGH, 25 GAUGE GALVANIZED. BACKER PLATES: 20 GAUGE
GALVANIZED.
ALL FRAMING SHALL BE MANUFACTURED BY CLARKDIETRICH OR EQUAL AND SHALL MEET ASTM STANDARDS. PROVIDE
ICC-ES EVALUATION REPORT AS REQUESTED FOR ALL MATERIALS USED.
HANGER WIRE: GALVANIZED, SOFT TEMPER STEEL WIRE, SIZED IN ACCORDANCE WITH ASTM C-754.
HANGER ANCHORAGE : PROVIDE CONCRETE INSERTS, CLIPS, BOLTS, SCREWS AND OTHER DEVICES APPLICABLE TO
THE INDICATED METHOD OF STRUCTURAL ANCHORAGE FOR CEILING HANGERS.
FURRING ANCHORAGE:
16 GAUGE GALVANIZED WIRE TIES, MANUFACTURER'S STANDARD WIRE-TYPE CLIPS, BOLTS, NAILS OR SCREWS, IN
ACCORDANCE WITH ASTM C-754.
METAL TO METAL WITHIN THE DRYWALL SYSTEM: 3/8" TYPE "S" OR S-12, PAN HEAD.
ADHESIVES:
AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER.
TRIM ACCESSORIES:
PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE DRYWALL APPLICATIONS SHOWN SPECIFIED,
FABRICATED FROM GALVANIZED STEEL, AND OF THE FOLLOWING TYPE:
PROVIDE DRYWALL MOULDING OF THE TYPE AND SIZE INDICATED. PROVIDE METAL CORNER BEAD AT EXTERNAL
CORNERS WITH SMOOTH RIGID NOSE AND PERFORATED KNURLED FLANGES. CONCEAL FLANGES WITH AT LEAST 2
COATS OF JOINT COMPOUND FEATHERED OUT APPROXIMATELY 9" ON BOTH SIDES OF THE EXPOSED METAL.
WHERE DRYWALL ABUTS OR INTERSECTS DISSIMILAR CONSTRUCTION, PROVIDE SQUARE EDGE SEMI-FINISHING
CASING BEAD (NO JOINT COMPOUND TREATMENT NECESSARY).
TAPE AND JOINT MATERIAL SHALL BE APPLIED TO THE JOINTS. THE JOINT COMPOUND SHALL BE SMOOTHED OUT
APPROXIMATELY 4" WIDE. THIS IS TO BE IN THE NORMAL THREE-COAT PROCESS, ALLOWING 24 HOURS DRYING TIME
BETWEEN COATS. ALL NAILS, SCREWS, HEADS OR DIMPLES SHALL ALSO RECEIVE A THREE-COAT FINISH USING THE
SAME MATERIAL AND MANNER AS THAT FOR THE JOINTS.
SAND SMOOTH ALL JOINTS AND SURFACES AND HAVE THEM READY TO RECEIVE THE WALL FINISH. VERIFY THAT THE
EXISTING WALL SURFACES, IF ANY, ARE SMOOTH AND SUITABLE, AS A SUBSTRATE FOR THE FINISHES SCHEDULED.
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B. DIXON
B.DIXON
GYPSUM BOARD:
UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD SHALL COMPLY WITH THE FOLLOWING: 5/8" THICK, ASTM C36,
TAPERED EDGES, "TYPE X" (FIRE RETARDANT).
WHERE INDICATED FIBEROCK AQUA-TOUGH GYPSUM BOARD PANELS OR APPROVED EQUAL. APPROVED EQUAL MUST
MEET THE FOLLOWING REQUIREMENTS: FIRE CLASS A RATING, ASTM C1278, ASTM C79, ASTM D3273-10, E84 FLAME
SPREAD 5, E84, SMOKE DEV 0, AND BE MOISTURE AND MOLD RESISTANT. PROVIDE FOR WET WALLS IN TOILETS. USE
"DUROCK" BEHIND ALL CERAMIC TILE AND MARBLE ON WALLS.
WING WALL ATTACHMENT
ATTACHMENT OF ABUTTING WALL TO EXISTING DRYWALL/METAL STUD PARTITION AT A STUD IN THE EXISTING
WALL: ATTACH A STUD AGAINST THE EXISTING WALL WITH SCREWS AT THE BOTTOM AND TOP TRACK OF THE EXISTING
WALL, AND AT MAXIMUM 4'-0" o/c- FRAME ABUTTING WALL AND INSTALL GYPSUM BOARD- TAPE AND BED THE INSIDE
CORNERS AT THE INTERSECTION WITH THE EXISTING WALL.
ATTACHMENT OF ABUTTING WALL TO EXISTING DRYWALL/METAL STUD PARTITION BETWEEN EXISTING STUDS:
ATTACH A STUD AGAINST THE EXISTING WALL WITH SCREWS AT THE BOTTOM AND TOP TRACK, AND ATTACH TO
EXISTING GYPSUM BOARD WITH MINIMUM 3/16" METAL TOGGLE ANCHORS AT MAXIMUM 4'-0" O/C- FRAME ABUTTING WALL
AND INSTALL GYPSUM BOARD- TAPE AND BED THE INSIDE CORNERS AT THE INTERSECTION WITH THE EXISTING WALL. IF
ABUTTING WALL HEIGHT DOES NOT EXTEND TO TOP OF EXISTING WALL, PROVIDE TOGGLE ANCHOR WITHIN 6" OF TOP.
ATTACHMENT OF METAL STUD PARTITION TOP TRACK TO THE BOTTOM OF METAL BAR JOISTS: INSTALL
DEFLECTION TRACK TIGHT AGAINST THE BOTTOM CHORD OF THE JOISTS BY BOLTING BETWEEN THE JOIST CHORDS
THROUGH A SHORT SECTION OF TRACK ON TOP OF THE CHORDS USING (2) 3/16" BOLTS WITH WASHERS- DO NOT WELD,
SCREW OR BOLT DIRECTLY TO THE JOIST CHORDS. IF JOIST SPACING EXCEEDS 4'-0", ATTACH A STUD TO THE TOP OF
THE TRACK BETWEEN JOISTS W/ SCREWS STAGGERED AT 12" O.C.
ACCESS PANELS:
1.G.C. SHALL PROVIDE AND INSTALL ACCESS PANELS AS REQUIRED BY LANDLORD, APPLICABLE REGULATORY
REQUIREMENTS, AND SITE CONDITIONS (COORDINATE SIZE REQUIREMENTS, NUMBER OF PANELS REQUIRED AND
LOCATIONS WITH LANDLORD AND ALL MECHANICAL TRADES).
2.ACCESS PANELS SHALL BE FLUSH TYPE (NO EXPOSED FLANGES) STYLE "DW" AS MANUFACTURED BY: MILCOR, 1101
EAST KIBBY, LIMA, OHIO, 45804. PHONE NUMBER: 419-227-6899 (SIZE AS REQUIRED)
3.PANELS TO BE FACTORY PRIMED (WHITE) READY TO RECEIVE FINAL FINISH (PAINT) BY T.G.C.
09300 CERAMIC TILE:
SECTION 1-PRODUCTS
1.1 CERAMIC TILE SHALL CONFORM TO REQUIREMENTS OF ANSI A137.1-1988
TYPE:CERAMIC TILE, REFER TO MATERIALS SCHEDULE.
SIZE:CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC SIZE AFTER FIRING AND SHALL BE NOMINAL SIZE,
REFER TO MATERIALS SCHEDULE.
THICKNESS: CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC THICKNESS AFTER FIRING AND SHALL BE
NOMINAL, REFER TO MATERIALS SCHEDULE.
COLOR:REFER TO MATERIALS SCHEDULE.
1.2 SETTING MATERIALS: USE APPROPRIATE INSTALLATION MORTARS ACCORDING TO ANSI A118. SERIES OR A136.1992
TYPE 1.
1.3 GROUTING MATERIALS: MAPEI GROUT 46 SLATE WITH TOOTHPICK JOINT 1/16". GROUT TO COMPLY WITH ANSI A118.3,
A118.5, A118.6 OR A118.8- 1992. POLYBLEND NON-SANDED GROUT.
MFR.: LATICRETE #89 SMOKE GREY
1.4 WATERPROOFING/ANTI-FRACTURE MEMBRANE: SELECT PER ANSI A118.10-1993 AS REQUIRED.
1.5 GROUT SEALER: BONSAL OR EQUAL.
SECTION 2-INSTALLATION
2.1 ACCEPTABILITY OF SURFACES
A. BEFORE TILING, VERIFY THAT ALL SURFACES TO BE TILED ARE STRUCTURALLY SOUND TRUE TO PLANE, AND
FALL WITHIN MAXIMUM VARIATIONS SHOWN BELOW:
WALLS: 1/8" IN 8'--FLOORS: 1/8" IN 10'
B. REPORT ALL UNACCEPTABLE SURFACES TO THE ARCHITECT IN WRITING, AND DO NOT TILE SUCH SURFACES
UNTIL THEY ARE LEVELED ENOUGH TO MEET ABOVE REQUIREMENTS.
C. BEFORE TILING, ALL SURFACES MUST BE FREE OF CURING COMPOUNDS, OIL, GREASE, WAX, DIRT, DUST, FORM
RELEASES OR OTHER SUBSTANCES THAT WOULD INTERFERE WITH PROPER BOND OF SETTING MATERIALS. IF
TILE IS INSTALLED BY THE THIN-SET METHOD, CONCRETE SLABS SHALL BE STEEL TROWEL OR LIGHT BROOM
FINISH.
2.2 SETTING METHODS: COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION CURRENT AND TILE COUNCIL OF
AMERICA HANDBOOK FOR APPROPRIATE METHOD OF INSTALLATION FOR EACH SPECIFICATION. FOR ADHESIVE
MORTAR APPLICATION USE FOLLOWING: WITH FLAT SIDE OF TROWEL, KEY MORTAR INTO SUBSTRATE. USING THE
APPROPRIATE SIZE TROWEL, COMB MORTAR IN ONE DIRECTION WITH NOTCHED SIDE OF TROWEL. SET TILE WITH A
SLIDING MOTION, PERPENDICULAR TO THE MORTAR RIDGES. OBTAIN AS NEAR AS 100 % COVERAGE AS POSSIBLE
OF MORTAR TO TILE. MORTAR MUST BE SUFFICIENTLY DISTRIBUTED TO GIVE FULL SUPPORT UNDER ALL CORNERS
AND EDGES OF THE TILE. PERIODICALLY, REMOVE SHEETS OR INDIVIDUAL TILES TO ASSURE PROPER BOND
COVERAGE CONSISTENT WITH INDUSTRY SPECIFICATIONS.
2.3 MAX. GROUT JOINT = 1/8".
2.4 EXPANSION JOINTS: INSTALL ARCHITECTURALLY DESIGNED EXPANSION JOINTS AS PER CURRENT TCA DETAIL EJ171.
PREFABRICATED EXPANSION JOINT STRIPS CAN ALSO BE USED WHEN SUITABLE.
2.5 GROUTING METHODS: FOLLOW EXACTLY GROUT MANUFACTURES INSTRUCTIONS AND COMPLY WITH APPROPRIATE
ANSI A108 SPECIFICATION DEPENDING ON TYPE OF GROUT SELECTED. GROUTING IS NOT COMPLETE UNTIL ALL
GROUT HAZE AND RESIDUES ARE REMOVED FROM THE SURFACE OF THE TILE.
2.6 GROUT SEALER: COMPLY WITH MANUFACTURES INSTRUCTIONS AND APPROPRIATE ANSI SPECIFICATIONS FOR
PRODUCT SELECTED.
2.7 CLEANING AND PROTECTION
A.LEAVE FINISHED INSTALLATION FREE OF CRACKED, CHIPPED, BROKEN, UNBONDED OR OTHERWISE
DEFECTIVE TILE WORK.
B.PROTECT ALL FLOOR TILE INSTALLATIONS WITH CLEAN CONSTRUCTION PAPER OR OTHER HEAVY COVERING
DURING CONSTRUCTION PERIOD TO PREVENT STAINING OR DAMAGE. NO FOOT OR WHEEL TRAFFIC SHALL BE
PERMITTED ON FLOOR FOR AT LEAST THREE (3) DAYS AFTER GROUTING.
09390 CEMENTITIOUS FIBER BOARD:
5/8" DUROCK AS MANUFACTURED BY UNITED STATES GYPSUM CO., OR APPROVED EQUAL. FRAMING MEMBERS SHOULD
BE STRAIGHT, TRUE, UNIFORM DIMENSIONS AND FRAMING SHOULD BE PROPERLY ALIGNED. ALL SURFACES TO WHICH
DUROCK IS FASTENED SHALL BE FREE AND CLEAR OF ANY PROTRUSIONS WHICH WOULD CAUSE THE PANEL TO BE
DEFLECTED FROM THE LINE OF THE WALL. INSTALL ALL MATERIALS PER MANUFACTURER'S SPECIFICATIONS AND
RECOMMENDATIONS.
JOINT REINFORCEMENT : DUROCK TYPE "P" TAPE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS FOR TYPE OF
INSTALLATION.
FASTENERS: SCREWS AND WASHERS PER MANUFACTURERS RECOMMENDATIONS.
METAL STUDS MUST BE 20 GA. OR HEAVIER @ NO MORE THAN 16" O.C.. USE 1 1/4" S-12 FLAT WASHER HEAD SCREWS
WITH COUNTERSINKING RIBS AND CLIMASEAL FINISH. ALL SCREWS SHALL BE PLACED A MAX. OF 8" APART.
09511 ACOUSTIC LAY-IN CEILING:
PROVIDE ACOUSTICAL LAY-IN CEILING AS SHOWN AND SPECIFIED THEREIN.
WHERE CEILINGS ARE REQUIRED TO COMPLY WITH A FIRE HAZARD CLASSIFICATION FOR FLAMESPREAD AND SMOKE
DEVELOPMENT, PROVIDE TILES WHICH HAVE BEEN TESTED, RATED AND LABELED BY UL FOR THE REQUIRED RATINGS.
PROVIDE TILES AND SUSPENSION SYSTEM MEETING THE REQUIREMENTS OF THE NATIONAL FIRE PROTECTION
ASSOCIATION 901 AND ASTM C 635, AS APPLICABLE.
PROVIDE FACTORY FINISHED UNITS OF THE COMPOSITION, PATTERN, FINISHES, SIZES, THICKNESS AND END PROFILES
AS INDICATED IN THE PLANS AND THIS SPECIFICATION.
ACOUSTICAL CEILING SYSTEMS SHALL BE EQUAL TO THAT MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES, AS
INDICATED ON THE FINISH SCHEDULE.
RUNNER, CROSS RUNNERS AND EDGE MOLDINGS : DIRECT-HUNG INTERMEDIATE-DUTY SUSPENSION SYSTEM WITH
EXPOSED MOLDINGS FOR SUPPORT AT EDGES OF CEILING, AT WALLS AND COLUMNS, WITH A SINGLE FLANGE OF
MOLDING EXPOSED. PROVIDE UNIFORM FACTORY APPLIED FINISH ON EXPOSED SURFACE. COLOR TO MATCH CEILING
TILE.
SUSPENSION SYSTEM:
HANGER WIRE: GALVANIZED CARBON STEEL WIRE, ASTM A 641, SOFT TEMPER, PRE-STRETCHED, CLASS 1 COATING.
NOT LESS THAN 12 GAUGE.
TILES:RIGID BOARD OF MINERAL FIBER WET-FELTED WITH STANDARD DENSITY PANELS, MINIMUM 10 LBS. PER
CU. FT. PATTERN SIMILAR TO ARMSTRONG WORLD INDUSTRIES, INC. "FISSURED", 24" X 48" X 5/8", OR 24" X 24"
X 5/8", MANUFACTURER'S STANDARD WASHABLE WHITE PAINTED FINISH. ALL 24" X 24" TILE SHALL HAVE
TEGULAR EDGE, UNLESS NOTED OTHERWISE ON REFLECTED CEILING PLAN.
09650 RESILIENT FLOORING & BASE:
PROVIDE TILE UNITS OF THE COLOR, SIZE AND MANUFACTURER INDICATED. PRIOR TO LAYING FLOORING, SUBFLOOR
SHOULD BE LEVEL, WITH HOLES, CRACKS AND DEPRESSIONS FILLED. USE THE PRIMER AND ADHESIVE RECOMMENDED
BY THE MANUFACTURER. BUTT FLOORING TIGHTLY TO VERTICAL SURFACE, THRESHOLDS AND EDGINGS.
PROVIDE RESILIENT BASE OF THE COLOR, SIZE, TYPE AND MANUFACTURER SHOWN. SECURE BASES TO SURFACES
WITH THE ADHESIVE RECOMMENDED BY THE MANUFACTURER, WITH TIGHT JOINTS, KEEPING TOP AND BOTTOM EDGES IN
FIRM CONTACT WITH ADJACENT SURFACES. INSTALL BASE IN AS LONG LENGTHS AS PRACTICAL. T.G.C. SHALL SUPPLY
AND INSTALL TILE GUARD STRIP.
09670 WOOD FLOORING:
PART 1 - GENERAL
A.FINISHED WOOD AS SPECIFIED IN FINISH SCHEDULE AND RESP. SCHEDULE INSTALLED PER MANUFACTURERS
PRINTED INSTRUCTIONS & RECOMM.
B.MATERIALS SHALL BE LISTED WITH UNDERWRITERS LAB. AS TO FIRE AND SLIP RESISTANCE.
C.ARCHITECTURAL TRIM I.E. REDUCER STRIPS, BANDS, PICKETS, ETC... SHALL BE OF SAME MFR.. AND FINISH AS
WOOD FLOOR.
D.SURFACE TO RECEIVE FINISH FLOORING SHALL BE CLEANED OF ALL FOREIGN MATERIAL WHICH WOULD BE
DETRIMENTAL TO THE ADHESION OF THE FLOORING.
E.CONCRETE SUBSTRATES SHALL BE DRY, CLEAN, SMOOTH & LEVEL, WITH A TOLERANCE OF 1/8" INCH IN 10'-0"
AND ARE TO CONTAIN NO CURING COMPOUNDS OR SEALERS. CONC. CURING COMPOUNDS AND/OR SEALERS MUST
BE COMPLETELY REMOVED.
F.SHOULD PATCHING OR LEVELING BE REQUIRED USE LATEX CEMENT PATCHING COMPOUND. DO NOT IN ANY
CASE USE ASPHALT UNDERLAYMENT. DO NOT IN ANY CASE USE A LATEX LEVELER OR SKIM COAT OVER LARGE OR
ENTIRE AREA.
G.ALL CONCRETE MUST BE SCOURED (ALSO AFTER PATCHING OR LEVELING) WITH 3 1/2 OPEN GRIT PAPER TO
LOOSEN DIRT AND REMOVE WEAK CONCRETE.
H.ALL SUB-FLOORING SHALL BE FREE OF MORTAR, THOROUGHLY DRY AND THEN BRUSHED, CLEANED &
VACUUMED TO REMOVE ALL DUST PARTICLES.
I.SLABS ON GRADE SHALL BE MEMBRANE WATERPROOFED.
J.EACH FLOOR TILE MUST BE FIRMLY SEATED IN THE ADHESIVE, ROLL THE FLOOR WITH A 150 POUND ROLLER.
K.ALLOW AS MUCH EXPANSION SPACE AS PRACTICAL BETWEEN FLOORING AND VERTICAL OBSTRUCTIONS.
SPACE IS TO BE FILLED WITH SUITABLE MATERIAL SUCH AS CORK OR POLYURETHANE EXPANSION JOINT FILLER.
L.SEE GENERAL NOTES FOR ADDITIONAL INFORMATION.
M.MOISTURE TEST TO BE PERFORMED PER MANUFACTURERS INSTRUCTIONS & RECOMM.
09680 CARPET:
MATERIAL SUPPLIED AND INSTALLED BY TENANT. NO CARPET WORK SHALL BE INSTALLED UNTIL WET TRADES ARE
COMPLETE IN THE SAME AREA. SUB-FLOOR SHOULD BE LEVEL, WITH HOLES, CRACKS AND DEPRESSIONS FILLED AND
PROTRUDING SURFACES LEVELED BEFORE THE CARPET CAN BE INSTALLED.
AFTER INSTALLATION OF CARPET, T.G.C. SHALL PROTECT CARPETING AGAINST DAMAGE OF EVERY KIND AND
ESPECIALLY IN THOSE ZONES WHERE TRAFFIC OF ANY CONSEQUENCES CAN REASONABLY BE EXPECTED TO OCCUR.
09900 PAINTING :
PROVIDE PAINTING AS INDICATED OR SPECIFIED. THE TERM "PAINT" INCLUDES ALL OPAQUE OR NATURAL, PRIME,
INTERMEDIATE OR FINISH COATS OF FIELD APPLIED COATINGS. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S
DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING
APPLIED.
PROVIDE TOP-OF-THE-LINE PAINT PRODUCTS MANUFACTURED BY ONE OF THE FOLLOWING MANUFACTURERS: ALL
DESCRIPTIONS BASED ON BENJAMIN-MOORE:
x BENJAMIN MOORE
x PPG INDUSTRIES
x SHERWIN-WILLIAMS
x PRATT & LAMBERT
x GLIDDEN
x NAPCO
x BUTE
PROVIDE SUITABLE COVERING TO PROTECT WORK, THE WORK OF OTHERS AND ADJACENT SURFACES AND OBJECTS.
REMOVE REASONABLY REMOVABLE ITEMS OR PROTECT SUCH ITEMS AS HARDWARE, ACCESSORIES, PLATES, LIGHT
FIXTURES AND SIMILAR ITEMS PLACED PRIOR TO PAINTING. REINSTALL ALL REMOVED ITEMS UPON COMPLETION OF
PAINTING. REPOSITION OR REMOVE PROTECTION UPON COMPLETION OF EACH SPACE.
PREPARE SURFACES TO RECEIVE PAINT: THOROUGHLY CLEAN OFF GRIME, GREASE, DIRT, CHALK, DUST, LOOSE
MATERIAL AND OTHER SUBSTANCES THAT MAY INTERFERE WITH PROPER ADHESION OF PAINT. PAINT DRY SURFACE
ONLY. SAND LIGHTLY BETWEEN EACH SUCCEEDING COAT OF PAINT.
FILL DENTS, CRACKS, HOLLOW PLACES, OPEN JOINTS AND OTHER IRREGULARITIES WITH AN APPROVED FILLER
SUITABLE FOR THE PURPOSE. AFTER SETTING, SAND TO A SMOOTH, HARD FINISH.
CLEAN OFF ALL PAINT SPLATTER OCCURRING ON ADJACENT WORK. REPAIR OR REPLACE WITH NEW APPROVED
MATERIAL ALL SURFACES DEFACED AS A RESULT OF THE WORK OF THIS SECTION AND LEAVE WORK IN A CLEAN,
ACCEPTABLE CONDITION.
DRYWALL: PRIME GYPSUM BOARD SURFACES WITH A LATEX PRIMER AND APPLY TWO (2) COATS OF ACRYLIC LATEX,
"REGAL WALL SATIN" (FLAT).
WOODWORK: PRIME WOODWORK SURFACES AND TRIMS WITH A WOOD PRIMER, AND APPLY TWO (2) COATS OF "REGAL
AQUAGLO" SATIN FINISH ENAMEL. WHEN TRANSPARENT FINISHES ARE CALLED FOR, USE MULTIPLE COATS TO
PRODUCE GLASS-SMOOTH SURFACE FILM OF EVEN LUSTER. PROVIDE SATIN FINISH FOR FINAL COAT.
METAL WORK: PRIME METAL SURFACES (AC REGISTERS AND DIFFUSER ACCESS PANELS) WITH AN ADEQUATE PRIMER
AND APPLY TWO (2) COATS OF FLAT LATEX TO MATCH CEILING COLOR. PAINT INTERIOR SURFACES OF DUCTS
WHERE VISIBLE THROUGH REGISTERS OR GRILLES WITH A FLAT, NON SPECULAR BLACK PAINT. OMIT PRIMER ON
SURFACES THAT HAVE BEEN SHOP-PRIMED.
METAL DOORS AND DOOR FRAME : PRIME DOOR SURFACES AND TRIM WITH ENAMEL PRIMER AND APPLY TWO (2) COATS
OF SEMI-GLOSS FINISH ENAMEL AS SCHEDULED.
PLASTER: PRIME PLASTER SURFACES WITH AN APPROVED ALKALI-RESISTANT PRIMER AND APPLY TWO (2) COATS OF
ACRYLIC LATEX, "REGAL WALL SATIN" (FLAT) AS SCHEDULED.
09985 SLATWALL :
MATERIAL SUPPLIED BY CLAIRE'S. CONTRACTOR TO VERIFY REQUIREMENTS TO TENANT ORDER AND NOTIFY TENANT OF
ANY DISCREPANCIES AND / OR DAMAGE BY NOTIFYING THE PROJECT MANAGER AT CLAIRE'S BOUTIQUES. INSTALL SO
GROOVES RUN HORIZONTALLY. VERTICAL JOINTS TO BE UNIFORMLY STAGGERED UNLESS SPECIFICALLY INDICATED
OTHERWISE ON INTERIOR ELEVATIONS. BUTT JOINT MITER CORNERS. DO NOT CAULK BUTT JOINTS.
INSTALL SW-3 IN STOCK ROOM.
INSTALLATION: FASTEN WITH PANEL ADHESIVE AND TRIM HEAD DRY WALL SCREWS. PLACE SCREWS EVERY 4TH
GROOVE AND 16" O.C. INTO METAL STUDS. PAINT SCREW HEADS TO MATCH GROOVE COLOR. ANGLE SCREWS
DOWN SO HEADS ARE CONCEALED AS MUCH AS FEASIBLE.
10430 ILLUMINATED SIGNS :
SUPPLIED AND INSTALLED BY TENANT'S SIGN CONTRACTOR. T.G.C. SHALL COORDINATE INSTALLATION TO ASSURE
PROPER COMPLIANCE WITH CONSTRUCTION DOCUMENTS, AND LANDLORD CRITERIA.
10440 INTERIOR SIGNAGE :
SUPPLIED AND INSTALLED BY TENANT'S SIGN CONTRACTOR. REFER TO DRAWINGS FOR TYPE AND LOCATION.
LIGHT BOXES FURNISHED BY TENANT, INSTALLED BY G.C.
MISC.NON DESIGN SPECIFIC INTERIOR SIGNS BY G.C.
11000 EQUIPMENT :
PART 1 - GENERAL
A.CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND PLACEMENT WITH THE WORK OF ALL OTHER
TRADES AND MAKE ADJUSTMENTS AS REQUIRED TO ACCOMMODATE LOCATIONS OF EQUIPMENT.
B.ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING BUILDING CODES AND LOCAL CODES.
C.EQUIPMENT SHALL BE FURNISHED, UNLOADED, UNPACKED OR UNCRATED AND PLACED ACCORDING TO THE
CONSTRUCTION DOCUMENTS.
PART 2 - PREPARATION / EXECUTION
A.ALL EQUIPMENT SUPPLIED BY OWNER AND INSTALLED BY T.G.C. IS TO BE INCLUDED IN GENERAL BID.
B.T.G.C. SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY DAMAGE TO THE EQUIPMENT PRIOR TO
INSTALLATION.
C.T.G.C. SHALL BE RESPONSIBLE FOR FINAL HOOKUP OF ALL EQUIPMENT SUCH AS ALL MECHANICAL
WORK, PLUMBING, AND ELECTRICAL FOR THE EQUIPMENT LIST.
D.ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS AND WARRANTY INFORMATION SHALL BE NEATLY
BOUND AND TURNED OVER TO THE OWNER BEFORE FINAL APPROVAL OF THE BUILDING.
12000 FURNISHINGS :
SEE PLANS FOR SPECIFIC FURNITURE AND FURNISHING TO BE PROVIDED BY TENANT & T.G.C..
15000 MECHANICAL :
1.SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS.
2.SPRINKLER LAYOUT : THE SPRINKLER SUBCONTRACTOR SHALL MODIFY THE EXISTING DESIGN AND PROVIDE AN
APPROVED "CALCULATED" SPRINKLER SYSTEM LAYOUT TO THE ARCHITECT THAT CONFORMS TO THE NEW DESIGN.
THE DESIGN LAYOUT PROVIDED HEREIN REFLECTS THE VISUAL LAYOUT DESIRED. REVISIONS MUST BE SENSITIVE
TO THE OVERALL VISUAL IMPACT. (PRIOR TO FABRICATION OF ANY MATERIAL) DRAWINGS AND CALCULATIONS FOR
SUCH SYSTEMS SHALL BE SUBMITTED TO THE OWNER'S INSURANCE AGENCY FOR REVIEW AND APPROVAL PRIOR
TO SUBMISSION TO THE CODE REVIEW AUTHORITY. DRAWINGS AND CALCULATIONS MUST ALSO BE SIGNED AND
SEALED BY AN ENGINEER LICENSED IN THE STATE WHERE THE SUBJECT PROJECT IS LOCATED. ALL COST FOR
REVIEW, PERMIT, SIGNING AND SEALING OF DRAWINGS AND CALCULATION SHALL BE BORNE BY THE SPRINKLER
SUBCONTRACTOR.
3.FIRE ALARM AND SMOKE EVACUATION: VERIFY IF SEPARATE DRAWINGS ARE REQUIRED TO BE SUBMITTED. VERIFY IF
LANDLORD REQUIRED CONTRACTOR IS TO BE USED.
16000 ELECTRICAL :
1.SEE ELECTRICAL DRAWINGS FOR SPECIFICATIONS.
2.VERIFY CODE REQUIREMENTS FOR LOW VOLTAGE WIRING.
3.T.G.C. IS TO VERIFY DELIVERED QUANTITIES TO PURCHASE ORDER AND NOTIFY TENANT OF DISCREPANCIES.
EX EX 10'-6"C-1
12'-0"C-3
10'-0"C-2
2
1
3
CEILING OF WALKWAY
4
5
2
D
D
D
D
48'-0 1/2"
57'-3 1/2"
LOD DIMENSION = 57'-4"
103
EXISTING
TOILET
ROOM
D1
A501
1'
-
8
"
2
3
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7'-6"
21
'
-
3
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ADJACENT
TENANT
ADJACENT
TENANT
6
5
A1
A201
6
WALL TYPE LEGEND SEE G1/A301 FOR WALL SECTIONS
TYPE DESCRIPTION
A / A1 DEMISING WALL
B / B1 INTERIOR PARTITION
C PLUMBING PARTITION
D DEMISING WALL INFILL
E DEMISING WALL FURR OUT
WALL SYMBOL LEGEND
REFER TO INDICATED WALL TYPES
SYMBOL DESCRIPTION
EXISTING WALL
NEW WALL
EXISTING METAL STUDS, PROVIDE 5/8" TYPE "X" G.W.B. ON
TENANT SIDE TO DECK ABOVE AS REQUIRED FOR 1 HR
RATED PARTITION.
FLOOR PLAN NOTES:
A.COORDINATE ALL CONCRETE TRENCHING OR CORING WITH MALL OPERATIONS
DIRECTOR. IT IS THE T.G.C.'S RESPONSIBILITY TO TAKE ANY PRECAUTIONS
NECESSARY TO INSURE THAT ANY UNDERGROUND UTILITIES, ETC. ARE NOT
DAMAGED DURING FLOOR CUT. ANY DAMAGE SHALL BE REPAIRED AT THE
T.G.C.'S EXPENSE.
B.PATCH OR REPAIR EXISTING DEMISING WALL AS REQUIRED TO MAINTAIN
EXISTING FIRE RATING. IF DEMISING WALL G.W.B. MUST BE PROVIDED BY
TENANT'S T.G.C., PROVIDE VERTICAL EXPANSION JOINTS EVERY 30'-0" (MIN.)
ALONG ENTIRE LENGTH OF EACH DEMISING WALL, CONTINUOUS TOP TO
BOTTOM.
C.IF CUTTING IS REQUIRED TO EXISTING FLOOR SLAB, CUT AND PATCH PER MALL
CRITERIA. COORDINATE WITH MALL REPRESENTATIVE.
D.ALL RATED PARTITIONS SHALL BE 5/8" FIRE RATED G.W.B. ON METAL STUDS AT
16" O.C. AND SHALL EXTEND TO UNDERSIDE OF STRUCTURE.
E.NO COMBUSTIBLE MATERIALS SHALL BE ERECTED ABOVE CEILING.
F.STOREFRONT SHALL BE SELF-SUPPORTED, BRACING TO STRUCTURE IS FOR
LATERAL SUPPORT ONLY, UNLESS OTHERWISE NOTED.
G.SLATWALL INSTALLED IN STOCKROOM TO B.O. CEILING GRID REFER TO
STOCKROOM ELEVATIONS FOR LOCATION.
H.T.G.C. TO LAYOUT ALL WALLS PRIOR TO CONSTRUCTION. NOTIFY TENANT
PROJECT MANAGER IMMEDIATELY OF ANY DISCREPANCIES.
I.ALL RADIAL DIMENSIONS ARE FOR LINEAR FEET OF WALL AND SHOULD BE
VERIFIED/ COORDINATE WITH PROJECT MANAGER PRIOR TO CONSTRUCTION.
J.T.G.C. SHALL VERIFY THAT DEMISING WALLS EXTEND TO STRUCTURE ABOVE
AND ALL PENETRATIONS ARE SEALED TIGHT, AND SHALL PROVIDE ALL WORK
REQUIRED TO CORRECT DEFICIENT CONDITIONS.
K.ALL WALL FRAMING NOT BRACED TO DEMISING WALLS SHALL BE SECURED OR
DIAGONALLY BRACED AT 4'-0" TO STRUCTURE ABOVE.
L.DEMISING WALLS ARE NOT DESIGNED TO ACCOMMODATE LOADING. ALL
FIXTURES MUST BE SUPPORTED BY THE FLOOR OR NEW WALL CONSTRUCTION.
M.PROVIDE METAL OR F.R.T. WOOD BLOCKING FOR ALL SIGNS, HOOKS, AND ANY
OTHER WALL MOUNTED EQUIPMENT. COORDINATE ALL BLOCKING
REQUIREMENTS NECESSARY FOR MILLWORK WITH PLANS & ELEVATIONS.
N.ALL WOOD BLOCKING/ FURRING USED IN CONSTRUCTION TO BE FIRE
RETARDANT TREATED.
O.ALL WORK AND EQUIPMENT SHOWN IS NEW CONSTRUCTION BY T.G.C. - UNLESS
NOTED OTHERWISE.
P.FASTEN SCREWS THROUGH SLATWALL IN THE SLOTS ENSURING THEY
PENETRATE A STUD IN THE PARTITION. SCREW HEADS TO BE PAINTED PER
SLATWALL COLOR.
Q.METAL STUDS USED IN THE FRAMING OF STOREFRONT SHALL BE 3 5/8" x 20 GA.
USE 24" O.C. SPACING (TYP.) FOR ALL FRAMING IN HORIZONTAL SOFFIT AND IN
SALES AREA VERTICAL FASCIA. USE 16" O.C. SPACING (TYP.) FOR ALL FRAMING IN
VERTICAL MALL-FACING FASCIA AND SHOW-WINDOW FASCIA.
FLOOR PLAN KEYED NOTES:
1.UNDER FLOOR CONDUITS FROM CASH WRAP. SEE ELECTRICAL DRAWINGS FOR
FULL EXTENT OF UNDER FLOOR CONDUITS. COORDINATE ANY FLOOR
PENETRATIONS WITH LANDLORD. RUN CONDUIT TO NEAREST NEW WALL
CONSTRUCTION.
2.A/V BOX BY CLAIRE'S. T.G.C. TO PROVIDE 3/4" PLYWOOD BACKER BOARD
ATTACHED TO MINIMUM OF 2 STUDS. REFER TO STOCKROOM ELEVATIONS FOR
MOUNTING HEIGHT.
3.INSTALL MOP SINK. REFERENCE PLUMBING SHEET.
4.T.G.C. TO PROVIDE F.R.T. BLOCKING IN WALLS AS REQUIRED FOR MOUNTING OF
LOCKERS, LADDER HOOKS AND SHELVES. REFER TO SHEET A102 & A301 FOR
LOCATIONS.
5.EXISTING STOREFRONT TO REMAIN. T.G.C. TO PROTECT THROUGH ALL PHASES
OF CONSTRUCTION.
6.T.G.C. TO BUILD COLUMN ENCLOSURES TIGHT TO EXISTING COLUMNS WITH
250S162-33 FRAMING @ 16" O.C.
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PROJECT MANAGER
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#
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B. DIXON
B.DIXON
REFLECTED CEILING PLAN KEYED NOTES:
1.EMERGENCY LIGHT MOUNTING BRACKETS TO BE FULLY RECESSED
2.CEILING GRID TO BE CENTERED IN SPACE AS SHOWN.
3.MARQUEE SIGN: EASY GLIDE TRACK SYSTEM 25-0018P SUPPLIED BY CLAIRE'S
AND INSTALLED BY T.G.C.
4.CLAIRE'S ILLUMINATED CHANNEL SIGN ABOVE, SEE SHEET A501.
5.BLADE SIGN.
SUSPENDED CEILING NOTES:
(ALL HANGERS TO BE #8 GALV. WIRE @ 2'-0" O.C. IF CEILING SYSTEMS ARE NOT
CONNECTED TO PARTITIONS)
A.PROVIDE LATERAL SUPPORT WITH COMPRESSION STRUT & NO.12 GA. WIRES
SPLAYED IN 4 DIRECTIONS, 90 DEGREES APART. CONNECT AT MAIN RUNNER
WITH 2'-0" OF CROSS RUNNER AND TO STRUCTURE ABOVE AT ANGLE NOT TO
EXCEED 45 DEGREES FROM PLANE OF CEILING. THESE LATERAL SUPPORTS TO
BE 12'-0" O.C. WITH FIRST POINT 4'-0" FROM EACH WALL.
B.ALLOWANCE TO BE PROVIDED FOR LATERAL MOVEMENT OF SYSTEM. MAIN AND
CROSS RUNNERS MAY BE ATTACHED TO ADJACENT WALL WITH CLEARANCE
BETWEEN WALL AND RUNNER AT REMAINING 2 WALLS. LIGHT FIXTURES
RECESSED NOT OVER 56 LBS. AND PENDANT NOT OVER 20 LBS. MAY BE
POSITIVELY ATTACHED TO CEILING SYSTEM RUNNERS WITH SCREWS OR BOLTS.
C.AIR DIFFUSERS NOT OVER 20 LBS. MAY BE POSITIVELY ATTACHED TO CEILING
SYSTEM RUNNERS WITH SCREWS OR BOLTS.
D.AIR DIFFUSERS NOT OVER 30 LBS. RECEIVING NO EXTRA LOAD FROM DUCTWORK
MAY BE POSITIVELY ATTACHED TO CEILING WITH SCREWS OR BOLTS.
E.LIGHTING FIXTURES: FURNISH AND INSTALL COMPLETE WITH LAMPS, BALLASTS
AND REQUIRED MOUNTING HARDWARE. PRIOR TO ORDERING FIXTURES, VERIFY
MOUNTING METHODS AND FINISHES.
F.ALL FLUORESCENT FIXTURES MOUNTED IN "T" BAR CEILINGS TO BE
INDEPENDENTLY SUSPENDED WITH 2 #10 STEEL WIRES DIAGONALLY.
INSTALLATIONS IN FIRE-RATED AREAS TO BE DONE ACCORDING TO CODE
REQUIREMENTS.
G.CONTRACTOR TO PROVIDE COMPRESSION STRUTS AND SUPPORT WIRES FOR
COMPRESSION STRUTS AT 12'-0" O.C.
H.ALL SUSPENDED DUCTWORK AND EQUIPMENT SHALL MAINTAIN A MINIMUM 6"
CLEARANCE FROM ALL CEILING SPLAY WIRES
I.SHOW WIRE TIES BETWEEN ALL PERIMETER CEILING SPLINES THAT EXTEND TO
WALLS TO PREVENT SPREADING OF SPLINES ON TWO PERPENDICULAR WALLS
(IN EACH ROOM). THE OPPOSITE ENDS OF SPLINES WILL BE RIVETED TO THE
EDGE CHANNEL ON THE OPPOSITE WALLS.
J.SEE CUT SHEETS OF CEILING RECESSED LIGHT FIXTURES, SHOWING HOW THE
LIGHT FIXTURES ARE POSITIVELY ATTACHED TO THE SUSPENDED CEILING GRID
SYSTEM.
K.SUSPENDED CEILING SHALL NOT CONNECT TO INTERIOR PARTITIONS.
SUSPENDED CEILINGS SHALL MEET OR EXCEED REQUIREMENTS OF CISCA 0-2 &
ASCE/SEI 7-05 13.5.6.2.1 FOR SEISMIC DESIGN CATEGORY C AND CISCA 3-4 &
ASCE/SEI 7-05 13.5.6.2.2 FOR SEISMIC DESIGN CATEGORY D.
SCALE: 1/4"=1'-0"
CONSTRUCTION PLANG1
SCALE: 1/4"=1-0"
REFLECTED CEILING PLANA1
CEILING PLAN NOTES:
A.ALL ROOF WORK IS BY LANDLORD CONTRACTOR, AT TENANT'S EXPENSE.
COORDINATE WITH ON-SITE OPERATIONS DIRECTOR.
B.VERIFY WITH LANDLORD METHOD OF ATTACHMENT FOR ALL ITEMS ANCHORED
TO OR SUSPENDED FROM THE EXISTING ROOF STRUCTURE.
C.THE TYPE AND LOCATION OF LIGHT FIXTURES SHALL BE AS INDICATED ON THE
REFLECTED CEILING PLAN. ALL LIGHT FIXTURES TO BE CENTERED ON LAY-IN TILE
U.N.O. REFER TO ELECTRICAL DRAWINGS FOR ELECTRICAL INFORMATION AND
SPECIFICATIONS.
D.THE LOCATION OF HVAC DIFFUSERS SHALL BE AS INDICATED ON THE
MECHANICAL HVAC DRAWINGS.
E.ELECTRICAL CONTRACTOR TO COORDINATE LIGHT FIXTURES WITH CEILING
TYPE. SUBMIT SHOP DRAWINGS ON ALL FIXTURES NOT FURNISHED BY TENANT
PROJECT MANAGER TO TENANT'S GENERAL CONTRACTOR.
F.COORDINATE ANY NEW ROOF PENETRATIONS WITH LANDLORD AND LANDLORD
APPROVED ROOF CONTRACTOR.
G.ALL STRUCTURAL FRAMING, HANGERS, CHANNELS, RODS AND OTHER
MISCELLANEOUS SUPPORT STEEL SHALL BE FURNISHED AND INSTALLED BY THE
T.G.C. AS NECESSARY FOR PROPER SUPPORT OF SUSPENDED/ SUPPORTED
EQUIPMENT AND SHALL BE FASTENED TO STEEL, CONCRETE, OR MASONRY.
T.G.C. TO COORDINATE WITH STRUCTURAL ENGINEER AS REQUIRED FOR
INSTALLATION OF ALL EQUIPMENT.
H.CEILING SHALL BE PLUMB, LEVEL, & SQUARE TO ALL WALLS AND SOFFITS.
I.ALL NOTED CEILING HEIGHT DIMENSIONS ARE INDICATED AS CLEAR ABOVE
FINISHED FLOOR DIMENSIONS. VERIFY THICKNESS OF FLOOR CONSTRUCTION
WITH FLOORING SUBCONTRACTOR PRIOR TO THE INSTALLATION OF ANY NEW
CEILING CONSTRUCTION IN ORDER TO ACHIEVE NOTED REQUIRED DIMENSIONS.
J.$,0:$//:$6+),;785(6#72&(,/,1*:+(1 OF FIXTURE IS LESS THAN
)520:$// $,072&(,/,1*:+(1 OF FIXTURE IS 48" OR GREATER
FROM WALL (TYP.)
K.WHEN CUTTING OF TEGULAR TILES IS REQUIRED, CONTRACTOR SHALL ROUT
CUT TILE TO MATCH TEGULAR EDGE & ENSURE TILE LAYS FLAT IN GRID.
CEILING TYPES
KEYDESCRIPTION
C-1
ARMSTRONG 24"x24" 15/16" WHITE T-BAR SUSPENDED CEILING GRID
SYSTEM. ARMSTRONG #1728 FINE FISSURED 24"x24"x5/8", TECH WHITE
ACOUSTIC CEILING TILE.
C-2
5/8" TYPE 'X' GYP. BD. SOFFIT ON 3-5/8" 20GA METAL STUD FRAMING UNO;
SEE REFLECTED CEILING PLAN FOR HEIGHT OF UNDERSIDE OF FINISHED
GYP. BD. SURFACE.
C-3
ARMSTRONG 24"x48" 15/16" WHITE T-BAR SUSPENDED CEILING GRID
SYSTEM W/ ARMSTRONG #755 FISSURED 24"x48"x5/8" ACOUSTIC CEILING
TILES; CEILING HEIGHT PER REFLECTED CEILING PLAN.
C-4
PRE-MANUFACTURED MODULAR RIBBON GRID WITH DITHER PATTERN
*ALL SPRINKLER ESCUTCHEONS PLACED WITHIN CEILING TYPE C-4 TO
BE FINISHED TO MATCH BENJAMIN MOORE CUSTOM COLOR; SEE PT-3
ON SHEET A102
LANDLORD NOTES:
x TENANT SHALL FIELD VERIFY FOR ACCURACY.
x PARTITION REQUIREMENTS THROUGH OUT SALES FLOOR (INCLUDING PARTITIONS AT STOREFRONT) AS WELL AS PARTITION BETWEEN SALES AND STOCK - FULL HEIGHT TO THE DECK ABOVE
25:+(1$&(,/,1*,63529,'('´$%29(7+(&(,/,1*
x SENSORMATIC SYSTEM MUST NOT BE PERMANENTLY ATTACHED TO LANDLORD'S STOREFRONT SYSTEM. IF CONTRACTOR DRILLS INTO FRAMES, TENANT AND OR CONTRACTOR WILL BE
RESPONSIBLE FOR THE COSTS TO REPLACE THE STOREFRONT SYSTEM AND POSSIBLE FINE
x RELOCATION OF TOILET ROOM DOOR SHALL BE BY LL AT TENANT'S EXPENSE.
LANDLORD NOTES:
x TENANT'S EQUIPMENT MAY BE BRACED FROM EITHER THE TOP/BOTTOM CHORD OF THE JOISTS ONLY, OR AS REQUIRED BY THE LOCAL JURISDICTION AS SET FORTH IN THE ATTACHED
LETTER/DETAIL. ALL CONDUIT, WIRING, ETC. SHALL BE RUN TIGHT TO THE STEEL. NO LOOSE OR DANGLING WIRES SHALL BE PERMITTED. TENANT MAY NOT ATTACH TO THE UNDERSIDE OF
LANDLORD'S ROOF DECK.
x ONLY 2' X 2' PARABOLIC LENSE (OR BETTER) FLUORESCENT LIGHT FIXTURES ARE PERMITTED PER LANDLORD'S DESIGN CRITERIA. PRISMATIC LENSES WILL NOT BE PERMITTED.
11
1
SEE SHEET A302 FOR PERIMETER
FIXTURE INSTALLATION DETAILS
1
BLADE SIGNȭ BLADE SIGNȭ BLADE SIGNȭ BLADE SIGNȭ
BLADE SIGNȭ
TO ȭ OF
CLOSURE
FC-2
B-3
1
2
3
4
5
MATERIAL FINISHES & COLOR SCHEDULE
CODE MANUFACTURER DESCRIPTION FINISH REMARKS
B-1 VENDOR 4" WOOD BASE TO MATCH PT-3 SALES AREA BASE
B-2 IMOLA MAGMA G
4" X 12"
PORCELAIN
TILE
TO MATCH FC-1
SALES AREA BASE; MATCH ALL
GROUT LINES W/ SALES AREA
TILE
B-3 ARMSTRONG 4" VINYL BASE #73 - PARCHMENT ALL NON-SALES AREA, U.N.O.
B-4 AMERICAN OLEAN
4 1/4" COVE
BASE URBAN
CANVAS - A -
3481
MATTE LIGHT SMOKE (1)
0004
CERAMIC TILE BASE FOR TOILET
ROOM WHEN REQUIRED BY
CODE, FOR USE W/ FC-5
FC-1 IMOLA MAGMA G 12" X 24" TILE GRAY
SALES AREA TILE, GROUT
JOINTS SHOULD BE 3/16", MAPEI
46 SLATE.
FC-2 ARMSTRONG 12"x12" V.C.T.
STANDARD EXCELON
IMPERIAL TEXTURE
#51911 CLASSIC WHITE
ALL NON-SALES AREA, U.N.O.
FC-3 CONCRETE
FC-4 AMERICAN OLEAN
2" X 2"
SATINGLO
CERAMIC TILE
LIGHT SMOKE D42
CERAMIC TILE FOR TOILET
ROOM WHEN REQUIRED BY
CODE. GROUT: LATICRETE #60
DUSTY GREY
MT-1 VENDOR STOREFRONT
METAL
TIGER DRYLAC #RAL-9016
WHITE
MT-2 VENDOR STOREFRONT
METAL TO MATCH PT-2
MT-3 VENDOR METAL POLISHED STAINLESS
STEEL BREAK METAL AT STOREFRONT
PL-1 VENDOR F.R.P. WALL
PANELS P100 WHITE
FOR USE IN RESTROOM,
DRINKING FOUNTAIN & MOP
SINK AREAS
PL-2 CARLSON LAMINATE
COLORCORE2 7223C-90 WHITE FIXTURE FINISH
PT-1 BENJAMIN MOORE PAINT PM1- SUPER WHITE
EGGSHELL FINISH, GYP. BD.
CEILINGS, SOFFITS,
STOCKROOM/TOILET ROOM
PT-2 BENJAMIN MOORE PAINT 2120-10 BLACK EGGSHELL FINISH
PT-3 BENJAMIN MOORE
NO EXCEPTIONS PAINT CUSTOM PURPLE
INTERIOR LATEX EGGSHELL
4X - QUART
S1-4
W1-8
M1 - 1x18
B1- 18
O1 - 3
ALL PAINT SHOULD BE
PURCHASED BY THE GALLON.
SW-1 CARLSON PANEL
FIXTURE RAL7040 FOR 12" PERIMETER FIXTURE
SW-2 CARLSON PANEL
FIXTURE RAL7040 1'-9 3/4" X 1'-11 3/4" X 1" PANEL
FIXTURE
SW-3 WIND MILL SLATWALL WIND MILL - WHITE STOCKROOM SLATWALL,
TENANT SUPPLIED
SW-4 CARLSON PEGBOARD TO MATCH RAL7040 WALL FIXTURE PEGBOARD
WC-1 VENDOR WALL
COVERING
67</(
OVERLAPPING CIRCLES
PROVIDED BY CLAIRES,
INSTALLED BY VENDOR
WC-2 NOT USED
NOTE:PAINT FINISH AT DOORS TO BE SEMI-GLOSS. PAINT FINISHES AT WALLS TO BE EGGSHELL. PAINT
FINISH AT ALL GYP BD SOFFITS, CEILINGS, LIGHT COVE & STOREFRONT TO BE FLAT.
FINISH PLAN KEYED NOTES:
1.EXISTING FINISHES IN TOILET ROOM TO REMAIN,
THE T.G.C. IS RESPONSIBLE TO INSPECT AND
REPAIR/REPLACE FINISHES AS NECESSARY.
COORDINATE WITH CLAIRE'S REP.
2.SEE SHEET A401 FOR COLUMN FINISHES, OPTION A.
3.SEE SHEET A401 FOR COLUMN FINISHES, OPTION B.
4.INSTALL SALES TILE TO CENTERLINE OF DOOR.
5.T.G.C. TO INSTALL TRANSITION IF TOILET ROOM
FLOORING IS MATERIAL DIFFERENT FROM V.C.T.
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PROJECT MANAGER
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#
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B. DIXON
B.DIXON
SCALE: 1/4"=1'-0"
FINISH PLANG1
SCALE: 1/4"=1-0"
FIXTURE PLANA1
GENERAL FINISH NOTES :
A.THE T.G.C. SHALL BE RESPONSIBLE FOR PROPER PREPARATION OF ALL NEW AND EXISTING SURFACES IN A
SATISFACTORY MANNER TO RECEIVE NEW FINISHES. THIS INCLUDES THE DEMOLITION AND REMOVAL OF
NECESSARY ITEMS. TOUCH-UP AND/OR REFINISH OF SURFACES DAMAGED BY SUBSEQUENT WORK SHALL BE
THE RESPONSIBILITY OF THE T.G.C. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE
MANUFACTURER'S RECOMMENDED INSTALLATION METHODS. THE T.G.C. SHALL PREPARE THE EXISTING FLOOR
PRIOR TO THE APPLICATION OF FINISH FLOORING. THE EXISTING CONCRETE SLAB MUST BE SMOOTH AND LEVEL
TO WITHIN A TOLERANCE OF ONE-EIGHTH INCH PER 10 FEET. LATEX CEMENT PATCHING COMPOUND SHALL BE
UTILIZED (NO ASPHALT-BASED COMPOUNDS).
B.ALL SURFACES WHICH ARE TO RECEIVE A PAINT FINISH SHALL BE PRIMED AND FINISHED IN ACCORDANCE WITH
THE MANUFACTURER'S SPECIFICATIONS.
C.ALL JOINTS IN GYPSUM BOARD WALLS SHALL BE FINISHED WITH PAPER TAPE 2" WIDE AND THREE COATS OF
VINYL, DRY OR PREMIXED JOINT COMPOUND. ALL OUTSIDE CORNERS SHALL BE FINISHED WITH METAL CORNER
BEADS. TAPED AND SPACKLED. ALL AREAS TO BE PAINTED SHALL BE SANDED SMOOTH. JUST PRIOR TO THE
APPLICATION OF THE FIRST COAT OF PAINT, WIPE SANDED SURFACES WITH A DAMP CLOTH IN ORDER TO LAY
FLAT ANY NAP WHICH MAY HAVE FORMED IN SANDING.
D.FINISH FLOORING INSTALLATION SHALL BE IN CONFORMANCE WITH THE MANUFACTURER'S RECOMMENDED
INSTALLATION GUIDELINES. COORDINATE THE INSTALLATION WITH ALL OTHER TRADES, SUCH AS ELECTRICAL.
E.ALL JOINTS BETWEEN MATERIALS TO BE TIGHT AND CONSTRUCTED IN A NEAT, WORKMANLIKE MANNER.
F.ALL FINISHES SHALL BE TOUCHED UP TO CORRECT ANY IMPERFECTIONS AFTER INSTALLATION. FIXTURE
VENDOR SHALL PROVIDE TO THE T.G.C. ALL MATERIALS FOR TOUCH UP WORK.
G.THE INTENT OF THE FINISH SPECIFICATION IS TO PROVIDE A SATISFACTORY FINISH TO ALL PARTS OF THE WORK.
COVER ALL SURFACES THOROUGHLY. IF THE SPECIFIED NUMBER OF COATS DOES NOT ACCOMPLISH THE
INTENT, THE T.G.C. SHALL BE RESPONSIBLE FOR THE APPLICATION OF ADDITIONAL COATS OF THE SPECIFIED
MATERIAL TO GIVE SATISFACTORY COVERAGE, AT NO ADDITIONAL COST TO THE OWNER.
H.CLEAN ALL GLASS SURFACES WITH A LIQUID GLASS CLEANER AT PROJECT COMPLETION.
I.ALL FLOOR COVERING MATERIALS TO BE INSTALLED PER MANUFACTURER'S STANDARD DETAILS AND
SPECIFICATIONS. VERIFY WITH MANUFACTURER PRIOR TO INSTALLATION.
J.USE ONLY CLEAR SILICONE SEALANT AS AN ADHESIVE ON THE STOREFRONT METAL PANELS, CLADDING AND
TRIM. DO NOT USE CLEAR SILICONE SEALANT ON THE STOREFRONT GLAZING/GLAZING FRAMES.
K.CLAIRE'S STORES INC. HAS A NATIONAL ACCOUNT WITH BENJAMIN MOORE COMPANY. THE FOLLOWING CODE
SHOULD BE USED WHEN PURCHASING PAINT OR OTHER B.M. PRODUCTS SPECIFIED IN THE MATERIAL SCHEDULE:
"NA197"
L.ALL TRANSITIONS BETWEEN FLOORING MATERIALS MUST BE SMOOTH AND LEVEL.
M.NOT USED.
N.1/8" GROUT JOINT (MAX.) IN FLOOR TILE.
GENERAL FIXTURE NOTES :
A.CLAIRE'S IS TO SUPPLY ALL FIXTURES.
B.THE T.G.C. SHALL BE RESPONSIBLE FOR RECEIVING, INSPECTING AND INSTALLING ALL FIXTURES.
C.FOR STORE RELOCATIONS AND REMODELS, THE T.G.C. SHALL VERIFY REUSE OF EXISTING FIXTURES.
FIXTURE PLAN KEYED NOTES:
1.MARQUEE SIGN: EASY GLIDE TRACK SYSTEM
25-0018P SUPPLIED BY OWNER AND INSTALLED BY
T.G.C. SEE SHEET A101 FOR LOCATIONS AND SIZES.
TENANT'S SPACE DATA
GROSS LEASED AREA (SF)1217 100
GROSS SALES AREA (SF)1043 86%
STOCKRM./TOILET (SF)174 14%
ADD'L STOCKROOM (SF)0 0%
FURNISHING SCHEDULE
ITEM #DESCRIPTION QTY REMARKS
COAT HOOK
BRACKET
(NON-SALES)
1 BOBRICK
#B-232 x 24"
FIRE EXTINGUISHER 2
PRINTER 0
STOCKROOM
BESIDE DMX
PLAYER
EMPLOYEE LOCKER 1
COAT HOOK W/
BUMPER 1
PAPER TOWEL
HOLDER V
MOUNTING
HEIGHT - BOT.
AT 40" A.F.F.
SUPPLY SHELVES 1
STEREO RECEIVER -REFER TO AV
DWGS
DMX PLAYER -REFER TO AV
DWGS
LADDER HOOKS 1
CRAWFORD
#SS11-50 - (2)
PER LADDER
STOCKROOM
SHELVING 1
48" SHELVES
ON WALL
MOUNTED
STANDARDS
WATER COOLER -WHERE REQ.
BY CODE
AV BOX 1
SUPPLIED &
INSTALL BY
CLAIRE'S
SHOPPERTRAK 1
COORDINATE
W/ CLAIRE'S
REP.
FAX MACHINE 1
V = T.G.C. IS RESPONSIBLE TO VERIFY EXISTENCE AND
CONDITION OF FURNISHINGS PRIOR TO BID. REPAIR OR
REPLACE AS REQUIRED. DO NOT REPLACE
FURNISHINGS IN GOOD CONDITION WITH SIMILAR
OPERATION TO SPECIFIED FURNISHING.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
NO. 8 GA. LATERAL SUPPORTWIRE WITHIN 3" OF EACH CORNEROF LIGHT FIXTURE. SPLAY WIRESAS SHOWN AND FASTEN TO FACEOF ROOF PURLIN OR BEAM WITH16d RING SHANK NAIL. MIN. OF 3WIRE TURNS EACH CONNECTIONPOINT. WIRE SUPPORTS BYACOUSTICAL CEILINGCONTRACTOR.FIXTURES WT. 20 LBS. MOUNTCONNECT 2 NO. 12 GA. FIXTURESUPPORT WIRE AT DIAGONALCORNERS OF EACH FIXTURE.(3) PULL WRAPS MIN. FIXTURESUPPORT WIRE SUPPORTED &HUNG BY T-BAR CONN. MAX.FIXTURE WT. 55 LBS.RECESSEDFLUORESCENT FIXTURE MAX
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MAIN RUNNER HANGERS: HANGERS FOR SUSPENDED CEILINGS SHALL BE FASTENED TO OREMBEDDED IN THE STRUCTURAL FRAMING, MASONRY, OR CONCRETE. HANGERSSHALL BE SADDLE TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTHOF THE HANGERS. LOWER END OF FLAT HANGERS SHALL BE BOLTED WITH 3/8"BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TOTHE MAIN PART OF THE HANGER.CROSS TEESThis document is the product and property of Baxter Hodell Donnelly Preston, Inc.Neither the document nor the information it contains may be copied or used for other than the specificproject for which it was prepared without the written consent of Baxter Hodell Donnelly Preston, Inc.123456
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PHONE 919.683.1084
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CINCINNATI, OH 45202
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This document is the product and property of Baxter Hodell Donnelly Preston, Inc.Neither the document nor the information it contains may be copied or used for other than the specificproject for which it was prepared without the written consent of Baxter Hodell Donnelly Preston, Inc.123456
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123456
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2530 MERIDIAN PKWY
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N/A EXISTINGTOREMAINSCALE: 3"=1'-0"COLUMN DETAILA1
FINISH PER PLANS AND
SECTIONS
METAL STUD FRAMING
REFER TO NOTES AND
PLANS FOR SIZE,
GAUGE, AND SPACING
#8 SCREWS EA. SIDE OF
STUD TO TRACK (TYP.)
CONCRETE SLAB
.177 DIA. HILTI POWDER
ACTUATED FASTENER
W/3/4' EMBEDMENT AT
24" O.C. ICC #ESR 1663
362T162-18 OR
600T162-18 (SEE PLANS)
(TYP.) UNLESS NOTED
OTHERWISE I.C.C. #
ESR-2054
EXIST 5/8" TYPE "X" GYP. BD.
PATCH AS REQUIRED, V.I.F.
SALES AREA
REF. CEILING PLAN FOR HT.
(WHERE CEILING OCCURS)
PERIMETER WALL PANELS
PER PLAN (WHERE
OCCURS)
FINISHED CLG.
V.I.F.
TOP CHORD OF STEEL
FINISH FLOOR
METAL STUDS
A1
A301
A4
A301
5/8" TYPE "X" GYP. BD. TO 6"
ABOVE FINISHED CEILING
(WHERE CEILING OCCURS).
FINISH FLOOR
6"
3-5/8" METAL STUD FRAMING
5/8" TYPE "X" GYP. BD. TO
DECK IN OPEN CEILING
CONDITIONS
SALES AREA
REF. CEILING PLAN FOR HT.
(WHERE CEILING OCCURS).
STOCK AREA/
TOILET ROOM
GYP. BD. ON MTL STUDS. SEE
ELEVATIONS FOR FINISHES
SEE ELEVATIONS
SHEET FOR FINISHES
TYPE 'B1': 5/8" USG
FIBEROCK
AQUA-TOUGH AT
TOILET ROOM
A1
A301
TYPE 'B1': SOUND BATTING INSULATION
PERIMETER WALL PANELS
PER PLAN (WHERE OCCURS)
NOTE: OMIT G.W.B.
ON CONCEALED SIDE
OF STUDS
FINISHED CLG.
V.I.F.
TOP CHORD OF STEEL
A11
A301
SCREW ATTACHMENT
TYP.
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SECTION A-A
1"
TYP.
678'.,&.(5%5$&(
TYP.
NESTED STUD BLOCKING
SCREW ATTACHMENT
TO BLOCKING
TRACK BRIDGING
@ 16" O.C.
3/8" BOLT BETWEEN JOIST
CHORDS W/ WASHERS T&B
SCREW ATTACHMENT
DEFLECTION TRACK
REF. SCHEDULE
NON-LOAD BEARING STUD
REF. SCHEDULE
EXISTING STRUCTURE
FASTENER ATTACHMENT
@ 24" O.C.
SCREW ATTACHMENT
EACH SIDE
DEFLECTION TRACK
REF. SCHEDULE
NON-LOAD BEARING
STUD SCHEDULE
600 S 162 - 54
LIGHT GAUGE METAL DESIGNATION
S = STUD OF JOIST
T = TRACK
U = CHANNEL
F = FURRING CHANNEL
MATERIAL THICKNESS
IN 1000TH OF AN INCH
33 = 20 GAUGE
43 = 18 GAUGE
54 = 16 GAUGE
68 = 14 GAUGE
97 = 12 GAUGE
MEMBER DEPTH IN
100TH OF AN INCH
(E.G., 600 = 6")
(E.G., 362 = 3 5/8")
FLANGE WIDTH IN
100TH OF AN INCH
(E.G., 162 = 1 5/8")
2.25" TEXT HEIGHT
DIMSCALE 24.00
CLARKWESTERN
MAXTRAK
SLOTTED SLIP
TRACK OR EQUAL
5/8" TYPE 'X'
GYP. BD.
STEEL STUD
MINERAL WOOL IN
FLUTE CAVITY OF
FLUTED METAL DECK
& FIRE-RESISTIVE
JOINT SPRAY
DE
F
L
E
C
T
I
O
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GA
P
WAFERHEAD
FRAMING SCREW
PARALLEL TO STRUCTURE
EXISTING DECK
EXISTING BEAM
NESTED STUD AND TRACK
362S125-43 TRACK, FASTEN
WITH #10 TEK SCREWS - BOTH
SIDES @ MIN. 12" O.C.
CLIP TO BOTTOM OF BEAM
USING UNISTRUT P1272S
DIAGONAL STUD BRACE FASTENED TO NESTED
TRACKS. 20 GA. @ 6' MAX. SPACING. MUST COMPLY
WITH AHJ & APPLICABLE REGULATORY REQUIREMENTS
DIAGONAL STUD BRACE FASTENED TO NESTED
TRACKS. 20 GA. @ 6' MAX. SPACING.
3 5/8" METAL STUDS AT 16" O.C.
CONTINUOUS 18 GA. DEEP LEG
DEFLECTION TRACK. SLIP CONNECTION
EACH SIDE OF STUD (TYP.)
BRIDGING AT 8" FROM
TOP PER
MANUFACTURER'S
RECOMMENDATION
3 5/8" METAL STUDS
AT 16" O.C.
SCALE: 3"=1'-0"
CONNECTION DETAILSA11SCALE: NTS
FLOOR TRACK DETAILA1
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1 2 3 4 5 6 7 8 10 11 12 13 14 15 169
1 2 3 4 5 6 7 8 10 11 12 13 14 15 169
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0
DRAWN
PROJECT MANAGER
CHECKED
DATE
PROJECT NUMBER
#
IS
S
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E
/
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/
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B
M
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B. DIXON
B.DIXON
SCALE: NTS
WALL ANCHORING & BRACING TABLESD1
SCALE: NTS
STOCK ROOM SHELVINGA7
PARTITION
HEIGHT
TRACK
NO. 18 GAUGE NO. 20 GAUGE NO. 22 GAUGE NO. 24 GAUGE NO. 26 GAUGE
LOAD NORMAL TO WALL SURFACE (PSF)
5 10 15 5 10 15 5 10 15 5 10 15 5 10 15
6 42 42 42 42 42 42 42 42 33 42 37 24 42 23 15
8 42 42 34 42 42 31 42 37 25 42 27 18 34 17 11
10 42 41 27 42 38 25 42 30 20 42 22 14 27 13 9
12 42 34 22 42 31 21 42 25 16 37 18 12 23 11 7.5
14 42 29 19 42 27 18 42 21 14 31 15 10 19 9.5 6.5
16 42 25 17 42 23 15 37 18 12 27 13 9 17 8.5 5.5
TABLE NO. 2
ALLOWABLE SPACING FOR 1" LONG FASTENERS, INCHES
MINIMUM SIZE OF THE BRACING MEMBER
WALL
HEIGHT 6'-0"8'-0"
UP TO 10'12 GA WIRE 12 GA WIRE
12'-0"10 GA WIRE 10 GA WIRE
14'-0"10 GA WIRE 25 GA STUD
16'-0"10 GA WIRE 25 GA STUD
* USE W/ 20 GA. HEAD RUNNERS
TABLE NO. 1
SCALE: NTS
WALL TYPESG1
1 HR DEMISING WALL
1 HR DEMISING WALL
NON-RATED PARTITION
NON-RATED PARTITION
PLUMBING CHASE PARTITION DEMISING WALL INFILL FURRED-OUT DEMISING WALL
TYPICAL WALL SECTION NOTES :
A.ALL METAL STUDS TO BE I.C.C. ESR-2054. 3 5/8" X 20 GAUGE AT
16" O.C. THROUGHOUT STORE AND 3 5/8" X 20 GAUGE AT 16"
O.C. AT STOREFRONT UNLESS NOTED OTHERWISE.
ALLOWABLE UNBRACED HEIGHT AS PER CHART BELOW.
METAL STUD SIZE MAX. UNBRACED
HEIGHT HEIGHT
3 5/8" X 25 GA.11'-3"
3 5/8" X 20 GA.14'-0"
3 5/8" X 16 GA 17'-0"
6" X 25 GA.16'-0"
6" X 20 GA.21'-0"
6" X 16 GA.25'-0"
B.ALL CONNECTION AND FASTENERS TO BE AS PER DETAILS. ALL
MANUFACTURERS AND I.C.B.O. # TO BE STRICTLY ADHERED TO
BY T.G.C. UNLESS APPROVAL FOR EQUAL SUBSTITUTION IS
RECEIVED FROM THE BUILDING DEPARTMENT.
C.ALL GYP. WALL BOARD TO BE 5/8" TYPE "X" THROUGHOUT.
ATTACH WITH 1" TYPE S DRYWALL SCREWS 12" O.C.
VERTICALLY AT STUDS AND 8" O.C. AROUND PERIMETER.
SCALE: NTS
WALL TO DECK CONNECTION DETAILA4
SIMILAR TO TYPE 'B' W/ SOUND BATT INSULATION &
5/8" USG FIBEROCK AQUA-TOUGH ON TOILET ROOM
SIDE
EXISTING STUD DEMISING WALL, PROVIDE 5/8" TYPE "X"
G.W.B. ON TENANT SIDE TO UNDERSIDE OF DECK/ PROVIDE
5/8" USG FIBEROCK AQUA-TOUGH ON TOILET ROOM SIDE;
NO SLATWALL OR WOOD BASE IN TOILET ROOMS.
N/A N/A N/A
LANDLORD NOTES:
TENANT'S EQUIPMENT MAY BE BRACED FROM EITHER
THE TOP/BOTTOM CHORD OF THE JOISTS ONLY, OR
AS REQUIRED BY THE LOCAL JURISDICTION AS SET
FORTH IN THE ATTACHED LETTER/DETAIL. ALL
CONDUIT, WIRING, ETC. SHALL BE RUN TIGHT TO THE
STEEL. NO LOOSE OR DANGLING WIRES SHALL BE
PERMITTED. TENANT MAY NOT ATTACH TO THE
UNDERSIDE OF LANDLORD'S ROOF DECK.
F1
A302
J1
A302
A14
A302J11
A302
J11
A302
J11
A302F14
A302
D14
A302
3'-0 1/8
"
2'
-
1
0
"
4'
-
0
"
1'
-
2
"
5'-1 1/2"
2'-1 1/2"
3'-0"
ALIGN WITH
LIFESTYLE POSTER
BELOW.
SALES AREA
2"
10'-6"
CEILING
F11
A302
3
4" PUCK POWDER COAT TO MATCH BM
VICTORIAN TRIM ON THREADED MACHINE
SCREW AND WALL ANCHOR AND SPACER
ALL PROVIDED BY VENDOR.
TYP. CONNECTION DETAIL
SLATWALL PER
ELEVATIONS
3/4" SATIN ANODIZED ALUM. L-BAR (CR
LAURENCE # D1628A) BY T.G.C.
ADHERE WITH CLEAR
SILICONE CAULK.
CLEAR SILICONE CAULK
SLATWALL (WHERE OCCURS)
GYP. BD.
4"H WOOD BASE BY VENDOR; T.G.C. TO
INSTALL W/ LIQUID ADHESIVE & CLEAR CAULK
TO FACE OF SLATWALL OR GYP. BD.
PARTITION. DO NOT ATTACH W/ MECHANICAL
FASTENERS; CORNERS SHALL BE MITERED &
ANY EXPOSED ENDS SHALL BE PAINTED TO
MATCH ADJACENT SURFACE, PT-3.
NO FASTENERS THRU EXPOSED FACE
OF PREFINISHED TRIM.
4"H WOOD TOP TRIM BY VENDOR; T.G.C. TO
INSTALL W/ LIQUID ADHESIVE TO FACE OF
SLATWALL. CORNERS SHALL BE MITERED &
ANY EXPOSED ENDS SHALL BE FINISHED TO
MATCH ADJACENT SURFACE, PT-3.
CLEAR SILICONE CAULK; UNDERSIDE OF TRIM.
SLATWALL (WHERE OCCURS)
GYP. BD.
3/4" METAL ANGLE FASTENED 1/8" FROM
TOP OF PREFINISHED TRIM & TO TOP OF
SLATWALL WITH COUNTER SUNK SCREWS.
MINIMUM (2) PER TRIM PIECE. FURNISHED
& INSTALLED BY T.G.C.
3/4" FLAT BAR SPACER @ 6'-0" O.C.
& AT JOINTS AS NEEDED. FURNISHED &
INSTALLED BY T.G.C.
NO FASTENERS THRU EXPOSED FACE OF
PREFINISHED TRIM.
POS SYSTEM
COMPUTER AND
CASH DRAWER.
3'
-
0
"
4'
-
0
"
CL
E
A
R
3'-0"
CLEAR
1'-0"
MAINTAIN 3' MIN. CLEAR
TRANSACTION TOP AT
ACCESSIBLE REGISTER
SERVICE
COUNTER
3/4" SATIN ANODIZED ALUM. L-BAR (CR
LAURENCE # D1628A) BY T.G.C.
ADHERE WITH CLEAR
SILICONE CAULK.
3 4 x4" WOOD CAP (TYP.)
SCALE: 1/4" = 1'-0"
FIXTURE INSTALLATION KEY PLANA1
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1 2 3 4 5 6 7 8 10 11 12 13 14 15 169
1 2 3 4 5 6 7 8 10 11 12 13 14 15 169
M
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B
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STORE NO.
B
A
PH
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E
9
1
9
.
6
8
3
.
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0
8
4
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3
0
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6
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.
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8
6
.
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6
0
27
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3
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1
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3
4
30
2
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4
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0
2
SU
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5
0
0
DRAWN
PROJECT MANAGER
CHECKED
DATE
PROJECT NUMBER
#
I
S
S
U
E
/
R
E
V
I
S
I
O
N
/
S
U
B
M
I
S
S
I
O
N
D
A
T
E
B. DIXON
B.DIXON
SCALE: N.T.S.
CASHWRAP DETAILSF1
SCALE: N.T.S.
CASHWRAP DETAILSJ1 SCALE: 1/2"=1'-0"
INTERIOR BLADE SIGN DETAILJ11
SCALE: 3/4"=1'-0"
BLADE SIGN CONNECTION DETAILF11 SCALE: 3"=1'-0"
SLATWALL INSIDE CORNER DETAILF14
SCALE: 6"=1'-0"
TRIM & BASE DETAILA11
SCALE: 3/8"=1'-0"
CASHWRAP ACCESSIBILITY PLANJ14
SCALE: 3"=1'-0"
SLATWALL INSIDE CORNER DETAILA14
SCALE: 3"=1'-0"
SLATWALL DETAILD14
SW-3
VERIFY PAPER
TOWEL
ROLL
DISPENSER
NOTE: INTERIOR TOILET ROOM ELEVATIONS ARE DIAGRAMMATIC. TOILET ROOM PROVIDED BY THE LANDLORD. ALL
FINISHES AND FIXTURES EXISTING TO REMAIN UNLESS NOTED OTHERWISE.
BLOCKING BY G.C. BETWEEN STUDS WITHIN
WALL FOR SHELVING STANDARDS SUPPORT.
10
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-
6
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PT-3
A11
A302
A11
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SEE OPTION A COLUMN
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HANDICAP
TOILET ROOM
SIGN, SEE
SHEET A201
PT-1 MOP SINK
WAINSCOT
FULL
PANEL
HEIGHT
3'-0"
PL-1
MOP SINK
WAINSCOT
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HEIGHT
3'-0"
PT-1
PT-1
PT-1
PL-1
SW-3
PT-1
PT-1
B-1
ALL
SIDES
OPTION A
SW-1
B-1
ALL
SIDES
OPTION B
PT-1
SCALE: N.T.S.
ELEVATION KEY PLANA11SCALE: 1/4"=1'-0"
STOCKROOM ELEVA1 SCALE: 1/4"=1'-0"
STOCKROOM ELEVA3 SCALE: 1/4"=1'-0"
STOCKROOM ELEVA5
SCALE: 3/8"=1'-0"
TOILET ROOM ELEVATIONSD1
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SCALE: 1/4"=1'-0"
STOCKROOM ELEVA7
TOILET ROOM ACCESSORIES
ITEM MANUFACTURER COMMENTS
ROLLED PAPER TOWEL HOLDER RUBBERMAID #2364 OR EQUAL (FURNISHED & INSTALLED BY T.G.C.)
TOILET TISSUE HOLDER BOBRICK #B-685 BOTTOM @ 19" A.F.F. (FURNISHED & INSTALLED BY T.G.C.)
COAT HOOK & BUMPER BOBRICK #B-212 TOP @ 48" A.F.F. (FURNISHED & INSTALLED BY T.G.C.)
MIRROR BOBRICK #B-290 BOTTOM @ 40" A.F.F. (FURNISHED & INSTALLED BY T.G.C.)
GRAB BARS TO MEET CODE REQUIREMENTS
OR (FURNISHED & INSTALLED BY T.G.C.)
BOBRICK #B-6106 x 18"
BOBRICK #B-6106 x 36"
BOBRICK #B-6106 x 48"
UNISEX/HANDICAP TOILET ROOM
SIGN MOHAWK #200a FORMAT D BOTTOM @ 48" A.F.F. (FURNISHED & INSTALLED BY T.G.C.)
SUPPLY SHELVES & STANDARDS (FURNISHED & INSTALLED BY T.G.C.)
(3) 12" x 36" x 3/4" F.R.T. PLYWOOD SHELVES WITH SURFACE MOUNTED
SLOTTED WALL STANDARDS, SHELF BRACKETS & HOLD CLIPS.
BOTTOM SHELF @ 4'-8" A.F.F. PAINT PT-3.
GENERAL TOILET ROOM NOTES:
1.THE T.G.C. SHALL BE RESPONSIBLE TO VERIFY EXISTENCE AND CONDITION OF TOILET ROOM ACCESSORIES PRIOR TO BID. REPAIR OR
REPLACE AS REQUIRED. DO NOT REPLACE ACCESSORIES IN GOOD CONDITION WITH SIMILAR OPERATION TO SPECIFIED ACCESSORIES.
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SCALE: 1/4"=1'-0"
INTERIOR ELEVATIONK1 SCALE: 1/4"=1'-0"
INTERIOR ELEVATIONK9
SCALE: 1/4"=1'-0"
INTERIOR ELEVATIONG9SCALE: 1/4"=1'-0"
INTERIOR ELEVATIONG1
SCALE: 1/4"=1'-0"
COLUMN ELEVATIONK13
G1A501 LINE OF SOFFITABOVE
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This document is the product and property of Baxter Hodell Donnelly Preston, Inc.Neither the document nor the information it contains may be copied or used for other than the specificproject for which it was prepared without the written consent of Baxter Hodell Donnelly Preston, Inc.123456
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PHONE 919.683.1084
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DURHAM, NC 27713
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ARCHITECT
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302 WEST 3RD STREET
CINCINNATI, OH 45202
SUITE 500
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