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C1.0 COVER SHEET
C2.0 SCOPE OF WORK MATRIX
C3.0 APPROVED VENDORS SCHEDULE
C4.0 GENERAL INFORMATION
C5.0 COMCHECK
AS1.0 ARCHITECTURAL SPECIFICATIONS
AS1.1 ARCHITECTURAL SPECIFICATIONS
AS1.2 ARCHITECTURAL SPECIFICATIONS
AS1.3 ARCHITECTURAL SPECIFICATIONS
AS1.4 ARCHITECTURAL SPECIFICATIONS
AS1.5 ARCHITECTURAL SPECIFICATIONS
AS1.6 ARCHITECTURAL SPECIFICATIONS
AS1.7 ARCHITECTURAL SPECIFICATIONS
AS1.8 ARCHITECTURAL SPECIFICATIONS
D1.0 DEMOLITION PLANS
D1.0 DEMOLITION ELEVATIONS
S1.0 STRUCTURAL GENERAL NOTES
S2.1 FOUNDATION PLAN
S2.2 ROOF FRAMING PLAN
A1.0 FLOOR PLAN
A2.0 FIXTURE PLAN AND FLOOR FINISHES PLAN
A3.0 REFLECTED CEILING PLAN
A4.0 ENLARGED PLANS
A5.0 EXTERIOR ELEVATIONS
A6.0 INTERIOR ELEVATIONS
A6.1 INTERIOR ELEVATIONS
A7.0 WALL SECTIONS
A7.1 WALL SECTIONS
A8.0 DETAILS
A8.1 DETAILS
A9.0 DOOR SCHEDULE AND DETAILS
A9.1 FINISH SCHEDULE
MPS1.0 MECHANICAL AND PLUMBING SPECIFICATIONS
M1.0 MECHANICAL PLAN
M2.0 MECHANICAL SCHEDULE AND DETAILS
P1.0 PLUMBING PLAN
P2.0 PLUMBING SCHEDULES AND DETAILS
P2.1 PLUMBING DETAILS
ES1.0 ELECTRICAL SPECIFICATIONS
E1.0 POWER SYSTEMS PLAN
E2.0 LIGHTING PLAN
E3.0 ELECTRICAL SCHEDULES AND DETAILS
E4.0 ELECTRICAL SCHEDULES, GENERAL NOTES AND DETAILS
FP1.0 FIRE PROTECTION PLAN
INDEX OF DRAWINGS
- THE FOLLOWING PORTIONS OF THE DESIGN SHALL BE SUBMITTED TO THE
BUILDING DEPARTMENT AND APPROVED PRIOR TO INSTALLATION. SEPARATE
PERMITS MAY BE REQUIRED
-SIGNAGE
-FIRE SPRINKLER MODIFICATION
- ALL DEFERRED SUBMITTALS SHALL BE SUBMITTED TO THE BUILDING
DEPARTMENT WITHIN 30 DAYS AFTER THE
ISSUANCE OF PERMIT.
- ARCHITECT OF RECORD SHALL BE RESPONSIBLE FOR COORDINATING ALL
SUBMITTAL DOCUMENTS PREPARED BY OTHERS. ALL DEFERRED SUBMITTALS
SHALL BE COORDINATED BY CONTRACTOR AT TIME OF PERMIT.
541 FOOTHILLS PLAZA DR.
MARYVILLE, TN 37801
CONTACTS
CODES
BUILDING: 2012 INTERNATIONAL BUILDING CODE
MECHANICAL: 2012 INTERNATIONAL MECHANICAL CODE
PLUMBING: 2012 INTERNATIONAL PLUMBING CODE
ELECTRIC: 2008 NEC - NFPA 70
HANDICAP: 2009 ANSI A117.1
LIFE SAFETY: 2012 NFPA 101
FIRE: 2012 INTERNATIONAL FIRE CODE
ENERGY: 2012 INTERNATIONAL ENERGY CONSERVATION CODE
BUILDING INFORMATION:
BUILDING: EXISTING
USE GROUP: M, MERCANTILE
CONSTRUCTION TYPE: IIB
BUILDING IS FIRE SPRINKLED
EXISTING FIRE SPRINKLERS TO BE MODIFIED FOR NEW LAYOUT
GROSS LEASED AREA: 8,610.5 S.F.*
SALES AREA, LAVS: 8,043 S.F. @ 1 OCC/30 S.F. = 269 OCC.
STOCKROOM: 567.5 S.F. @ 1 OCC/300 S.F. = 2 OCC.
TOTAL OCCUPANT LOAD 271 OCC.
TRAVEL DISTANCE
PERMITTED: 250'-0" MAXIMUM
PROVIDED: 77'-0" ACTUAL
PLUMBING FIXTURE COUNT
WATER CLOSETS: 1/500 = 1 REQUIRED; 1 PROVIDED MEN
1 REQUIRED; 1 PROVIDED WOMEN
LAVATORIES: 1/750 = 1 REQUIRED; 1 PROVIDED MEN
1 REQUIRED; 1 PROVIDED WOMEN
DRINKING FOUNTAIN: 1/1000 = 1 REQUIRED; 2 PROVIDED (HI-LO UNIT)
SERVICE SINK: 1 REQUIRED; 1 PROVIDED.
EXIT WIDTH REQUIRED:
0.2 INCHES 271 OCCUPANT LOAD: 54.2 INCHES
PROVIDED: 100 INCHES
MAIN ENTRY DOOR = 68 INCHES
EGRESS DOOR = 32 INCHES (1 DOOR AT 36 INCHES)
NUMBER OF EXITS REQUIRED
REQUIRED: 2
PROVIDED: 2
* LEASEABLE AREA IS TO BE MEASURED PER BOMA STANDARDS (EXTERIOR FACE
OF EXTERIOR WALLS AND CENTERLINE OF SHARED WALLS).
DEFERRED SUBMITTALS
LOCATION MAP
VICINITY MAP
TENANT:
PET SUPPLIES PLUS
17197 N. LAUREL PARK DRIVE
SUITE 402
LIVONIA, MI 48152
ARCHITECT: JOE HOCHENDONER
PHONE: 734.793.6671
FAX: 734.793.6700
LANDLORD:
HATCHEER-HILL PROPERTIES, LLC
311 S. WEISGARBER
KNOXVILLE, TN 37919
CONTACT: PARKER BARTHOLOMEW
PHONE: 865.228.9375
FAX: 865.951.7507
DESIGNER:
CHIODINI ARCHITECTS
1401 S. BRENTWOOD, SUITE 425
ST. LOUIS, MISSOURI
CONTACT: MICHAEL CHIODINIi
PHONE: 314.725.5588
FAX: 314.725.4347
PROJECT CONSISTS OF A RENOVATION TO AN EXISTING STORE FOR A NEW PET
SUPPLIES RETAIL STORE INCLUDING PET GROOMING SERVICES.
WORK INCLUDES:
INTERIOR WALLS, CEILING, FINISHES
INTERIOR DOORS
PLUMBING
HVAC
ELECTRICAL POWER AND LIGHTING
RETAIL DISPLAY FIXTURES AND RACKING
SCOPE OF WORK
CONSTRUCTION CONTACT:
SHAUN MACLELLAN
PHONE: 440.829.9139
REVISIONS
SHEETSDESCRIPTIONREVISION DATE
1 2 3 5
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015-052
PE
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PLIE
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541 F
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12.04.15
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MA
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DESIGNERPROJECT MANAGER
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PROJECT SITE
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DIVISION OF WORK: (TURNKEY DEAL)
ALL WORK SHOWN ON THE PLANS TO BE COMPLETE BY THE LANDLORD AT THE LANDLORD'S EXPENSE UNLESS NOTED
OTHERWISE.
PS
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PS
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CONSTRUCTION DOCUMENTS
TEMPORARY UTILITIES
UTILITY FEES (DURING CONSTRUCTION)
WASTE CONTAINER/HAULING
PROJECT TYPE: PET SUPPLIES PLUS BUILD-OUT
EX
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GENERAL REQUIREMENTS0 1 2 3 4
PERMITS/APPROVAL
CERTIFICATE OF OCCUPANCY
EXTERIOR / SITE WORK
PARKING LOT LIGHTING - GOOD WORKING CONDITION
ROOF - WATERTIGHT, GOOD CONDITION
MECHANICAL
ROOF PENETRATIONS, STRUCTURAL SUPPORT, CURBING,
FLASHING (IF APPLICABLE)
HVAC UNITS
HVAC DISTRIBUTION (DUCTWORK/DIFFUSERS)
THERMOSTATS & CONTROL WIRE
EXHAUST FANS AND DISTRIBUTION
SPRINKLER MODIFICATIONS (TENANT SPECIFIC DESIGN)
FIRE EXTINGUISHERS AND TAGS / SIGNS
PLUMBING
1 1/2" WATER SERVICE INTO TENANT SPACE
TOILET ROOM FIXTURES
4" SANITARY
UTILITY SINK/WATER HEATER
CARPENTRY
DEMISING WALL STRUCTURE
DEMISING WALLS (GYPSUM BOARD, TENANT SIDE)
MILLWORK CABINETRY
COUNTER TOPS / SHELVING
MISC. WOOD BLOCKING, FURRING, ETC.
TOILET ROOM ACCESSORIES
DOORS AND HARDWARE
AUTOMATIC STOREFRONT ENTRANCE DOORS
REAR SERVICE DOORS / OVERHEAD STOCK DOOR
INTERIOR DOORS, FRAMES
FINISHES
PAINT
FLOOR FINISH
VINYL BASE
CERAMIC TILE (FLOORS/WALLS)
FRP PANELS
CEILING ( 2 x 4 LAY-IN )
ALL PIPING, FITTINGS, VENTS, ETC.
SPRINKLER SYSTEM (MAIN/BRANCHES/HEADS)
FINAL CONNECTIONS
AUTOMATIC INTERIOR VESTIBULE DOORS
REQUIRED EXTERIOR EGRESS EXIT DOOR(S)
INTERIOR PARTITIONS (STUDS / DRYWALL )
FIXTURE PLAN
2x4 BLOCKING AROUND SALES FLOOR PERIMETER
SLAB MOISTURE TEST / SLAB LEVELING
GAS PIPING TO ROOF TOP UNITS (IF APPLICABLE)
SERVICE AND START-UP HVAC UNITS
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0 1 2 3 4
0 1 2 3 4
0 1 2 3 4
0 1 2 3 4
0 1 2 3 4
0 1 2 3 4
ELECTRICAL0 1 2 3 4
PANELS / METERS
INCOMING SERVICE TO LOCATION SHOWN ON TENANT PLANS
DISTRIB. BOXES, CABLES, POWER POLES
SCISSOR LIFT (IF APPLICABLE)
TEMPORARY LIGHTING
ADA CURB RAMP(S) - NEW IF NEEDED, OR EXIST. IN GOOD CONDITION
EXTERIOR BOLLARDS
CONCRETE SCISSOR LIFT PAD (IF APPLICABLE)
EXTERIOR, BUILDING MOUNTED LIGHTING
NOTES
TENANT IMPROVEMENTS
DURING CONSTRUCTION ONLY
AT NEW EGRESS DOORS AND OVERHEAD DOORS
NOTES
RECTANGULAR DUCTWORK WITH INSULATION WRAP AT ALL CONCEALED AREAS
(ABOVE CEILINGS)
NOTES
INCLUDING ALL REQUIRED METERING, BACKFLOW AND VALVES
SUB-METERING
INCLUDING ALL REQUIRED BACKFLOW AND VALVES
CONTRACTOR TO VERIFY EXACT LOCATION, SIZE, DEPTH & FLOW DIRECTION
PRIOR TO START OF WORK
GAS SERVICE AND METER
INTERIOR DISTRIBUTION & FINAL CONNECTION
JUNCTION BOXES
INTERIOR LIGHTING
EXIT AND EMERGENCY LIGHTING
TELEPHONE CONDUIT / PHONE BOARD
REGISTER P.O.S. - EQUIPMENT AND FINAL CONNECTIONS
FIRE ALARM SYSTEM - MODIFICATIONS (IF APPLICABLE)
LOW VOLTAGE (VOICE, DATA, MUSIC) CONDUIT AND WIRE
CASH WRAP POWER POLE(S)
NOTES
1" TELEPHONE CONDUIT WITH PULL WIRE STUBBED INTO TENANT SPACE FROM
MASTER TELEPHONE PANEL
INCLUDING ADDITIONAL DEVICES AS REQUIRED
FLOORS0 1 2 3 4 NOTES
INTERIOR CONCRETE SLAB - MEP ROUGH-INPROVIDE FLOOR SLAB AT PLUMBING LEAVE-OUT AREAS (MINIMUM 3000 PSI)
FLOW TAMPER SWITCHES, HEADS TURNED UP TO ROOF STRUCTURE. MODIFY
SPRINKLER SYSTEM (MAIN LINES, BRANCH LINES, HEADS, TAMPER SWITCHES,
ETC.) TO SUIT PSP'S LAYOUT. ALL MAIN & BRANCH LINES ARE NOT TO BE LOWER
THAN 16'-0" A.F.F.
LEVEL 4 FINISH, PROVIDE FIRE ASSEMBLY RATING REQUIRED FOR PET SUPPLIES
PLUS USE & OCCUPANCY. AT EXTERIOR DEMISING LOCATIONS PROVIDE
THERMAL INSULATION, VAPOR BARRIER , ETC. AS REQUIRED BY CODE.
LEVEL 4 FINISH
THRU WALL PENATRATIONS AND HEAD OF WALL SEALANTS REQUIRED
BY FIRE SEPARATION ASSEMBLY
ALL PENETRATIONS
SOUND ATTENUATION INSULATION
PS
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5 6
ENVIRONMENTAL, ASBESTOS AND MOLD TESTING WITH ABATEMENT
REPORT FOR THE PREMISES
CLEAN UP
DEMOLITION
PROVIDE A SLOPED RAMP FROM SIDEWALK TO PARKING SURFACE COMPLYING
WITH ALL GOVERNING ACCESSIBILITY REQUIREMENTS
ALL PENETRATION LOCATIONS & SIZES AS INDICATED ON DRAWINGS. PROVIDE
STRUCTURAL SUPPORT, ROUT PENETRATIONS, INSULATED CURBS & FLASHING
RECTANGULAR DUCTWORK WITH INSULATION WRAP AT ALL CONCEALED AREAS
(ABOVE CEILINGS)
HVAC DISTRIBUTION TO GROOMING, PUBLIC PET WASH AND SERVICE
ROOMS (DUCTWORK/DIFFUSERS)
MODIFY TO SUIT PSP'S LAYOUT. ALL MAIN & BRANCH LINES ARE NOT TO BE
LOWER THAN 16'-0" A.F.F.
PROVIDE CERTIFIED AIR BALANCE LETTER
DRINKING FOUNTAINS
FIRE ALARM SYSTEM - CONDUIT AND CONNECTION STUBBED TO
TENANT SPACE
FIRE ALARM SYSTEM - TENANT DEVICES, FINAL CONNECTION TO
LANDLORDS SYS. OR INDEPENDENT SYS. BASED ON SITE SPECIFIC
APPLICATION
CONCRETE SIDEWALKS
GOOD CONDITION, REPAIR AS NEEDED
DUMPSTER PAD ENCLOSURE AS REQ. BY LOCAL JURISDICTIONS & IN CLOSE PROXIMITY TO TENANTS SPACE.
MINIMUM 25'Wx12'Dx7'H TRASH ENCLOSURE & SPACE INSIDE THE ENCLOSURE
FOR AN 8 YARD DUMPSTER, 8 YARD CARD BOARD RECYCLE BIN & WHEELED
TOTES FOR PLASTIC RECYCLING.
STOREFRONT FACADEPATCH, REPAIR, MODIFY AS NEEDED, PROVIDED NEW, ETC.
EXISTING RECESSED OR RAISED DELIVERY DOCK
IF EXISTING DELIVERY DOCK IS TO BE REUSED, PROVIDE WORK AS
OUTLINED IN THESE CONSTRUCTION DOCUMENTS.
CONCRETE PAD IN FRONT OF OVERHEAD DOOR
FROST SLAB
LOADING AREA
LANDLORD TO PROVIDE SITE AREA & NECESSARY CONSTRUCTION TO ALLOW
FOR TENANTS TRACTOR TRAILER TO ACCESS THE LOADING DELIVERY AREA
EXTERIOR WALLS
PROVIDE AT LOW PRESSING /7" W.C. & 900 TO 1100 MBH STUBBED TO TENANT
SPACE
REFER TO OFFICE PLANS FOR ADDITIONAL INFORMATION
2" EMT POWER POLE AT CASH WRAPS (RAW STEEL)
INTERIOR CONCRETE SLAB - LEVELING
PROVIDE SMOOTH, UNIFORM, LEVEL FLOOR READY FOR TENANT'S FINISHES.
FLOOR LEVELING AGENT TO BE COMPATIBLE WITH TENANT'S FLOOR FINISH.
(MINIMUM 3000 PSI)
STOREFRONT GLAZING AND FRAMESPROVIDE THERMAL BROKEN ALUMINUM FRAME WITH 1" INSULATED GLAZING,
TEMPERED. EXISTING STOREFRONT MAY BE REUSED IF IT COMPLIES WITH ALL
GOVERNING CODES & IS APPROVED BY PET SUPPLIES PLUS. IF EXISTING IS
REUSED, REPAIR AND CLEAN AS REQUIRED FOR LIKE NEW CONDITION.
LEVEL 4 FINISH, PROVIDE FIRE ASSEMBLY RATING REQUIRED FOR PET SUPPLIES
PLUS USE & OCCUPANCY. AT EXTERIOR DEMISING LOCATIONS PROVIDE
THERMAL INSULATION, VAPOR BARRIER , ETC. AS REQUIRED BY CODE.
PROVIDE FULL HEIGHT OF WALL WITH STC RATING OF 50 OR BETTER
VESTIBULE
PROVIDE COMPLETE VESTIBULE STOREFRONT SYSTEM WITH GYPSUM
BOARD & METAL STUD WALL ABOVE ON ALL SIDES OF VESTIBULE TO
UNDERSIDE OF ROOF DECK.
FURRED PARTITION ALONG DEMISING WALL
FURRED OUT DEMISING WALL TO CREATE A CONTINUOUS FLUSH WALL FROM
FINISH FLOOR TO UNDERSIDE OF DECK FOR THE ENTIRE WALL LENGTH
NOTES
TENANT'S SHELL SPACE (FLOOR, WALLS, ROOF, ETC) ENERGY
COMPLIANCE
PROVIDE TENANT'S SHELL IN COMPLIANCE WITH ALL GOVERNING ENERGY
CODES.
PROVIDE CONCRETE PAD AT NEW SCISSOR LIFT LOCATION. SLOPE PAD SO
WATER DRAINS AWAY FROM BUILDING. PROVIDE ALL NECESSARY
CONCRETE PAD EDGE CONDITIONS PER SITE SPECIFIC REQUIREMENTS.
PROVIDE CONCRETE PAD AT NEW OVERHEAD DOOR LOCATION. (MINIMUM OF
12'x12') SLOPE PAD SO WATER DRAINS AWAY FROM THE BUILDING. PROVIDE
ALL NECESSARY CONCRETE PAD EDGE CONDITIONS PER SITE SPECIFIC
REQUIREMENTS.
NOTES
NOTES
NOTES
LANDLORD SHALL PAY THE COST FOR ALL TAP, IMPACT USAGE,
CONNECTION & OTHER SIMILAR FEES REQUIRED FOR TENANT'S USE &
OCCUPANCY OF THE PREMISES.
TO BE PURCHASED THRU PSP's NATIONAL VENDOR.
APPROVED VENDOR PRE-WIRES DURING THE CONSTRUCTION PHASE.
OFFICE, GROOMING AND ISOLATION ROOM.
ALSO REFER TO "TENANT/VENDOR SUPPLIED ITEMS RESPONSIBILITY SCHEDULE"
FOR ADDITIONAL INFORMATION
1 2 3 5
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015-052
PE
T S
UP
PLIE
S P
LU
S
FO
OT
HILLS
P
LA
ZA
541 F
OO
TH
ILLS
P
LA
ZA
D
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-
-
12.04.15
-
MA
RY
VILLE
, T
N 37801
RE
V.
DA
TE
DE
SC
RIP
TIO
N
DESIGNERPROJECT MANAGER
Dra
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5.0
52
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DISCLAIMER:
THE INFORMATION CONTAINED IN THIS MATRIX IS A NON BINDING
INTERPRETATION OF A LIMITED SET OF DOCUMENTS PROVIDED TO THE
ARCHITECT BY OTHERS AND PREPARED BY OTHERS. THIS MATRIX SHALL NOT
TO BE USED TO ALTER IN ANY WAY THE TENANT'S LEASE OR THE CONTRACTS
BETWEEN THE TENANT, LANDLORD, PET SUPPLIES PLUS AND ANY
CONTRACTOR FOR THE LANDLORD, TENANT OR PET SUPPLIES PLUS.
PET SUPPLIES PLUS APPROVED VENDORS
1. SOUND SYSTEM
MOOD-MUSAK
JASON TORRES
PHONE: (512) 380-8544
EMAIL: [email protected]
2. INTERIOR DECOR
DESIGN FABRICATIONS
32400 INDUSTRIAL DRIVE
MADISON HEIGHTS, MI 48071
MATT HARVELL
PHONE: (800) 968-9440
EMAIL: [email protected]
3. INTERIOR DECOR INSTALL
ENGELKE CONSTRUCTION
BRAD DETWILER
or SCOTT SHYMSKE
PHONE: (330) 273-2222
EMAIL: [email protected]
EMAIL: [email protected]
4. PHONE & DATA
CENTRAL COM
5401 HEARTNECK
VALLEY CITY, OH 44280
LARRY RUSSELL
PHONE: (330) 220-0802
CELL: (216) 323-5248
EMAIL: [email protected]
HARMON SIGN
46593 GRAND RIVER AVE.
NOVI, MI 48374
NICOLE STARKEY
PHONE: (248) 348-8150 x200
EMAIL: [email protected]
GROOMERS CHOICE PET PRODUCTS
1501 N. INDUSTRIAL AVE.
SIOUX FALLS, SD 57104
RAYAN OAKS
PHONE: (605) 782-0500
EMAIL: [email protected]
15. AQUARIUM FIXTURES
MARINELAND RETAILER SYSTEMS
6144 CONDOR DR.
MOON PARK, CA 93021
PONCH ZIZUMBO
PHONE: (805) 222-3605
FAX: (805) 517-7142
EMAIL: [email protected]
16. DISPLAY FIXTURES
LOZIER FIXTURES
JOE BENADUM
PHONE: (614) 793-1962
EMAIL: [email protected]
5. EXTERIOR SIGNAGE
EVERBRITE, LLC
4949 S. 110TH ST.
GREENFIELD, WI 53228
JOHN PORTER
PHONE: (414) 529-7163
EMAIL: [email protected]
6. PET GROOMING/PPW EQUIPMENT
B-AIR DRYERS (INTEREX INC.)
550 S. AYON AVE.
AZUSA, CA 90702
JOHNSON TAN
PHONE: (626) 385-3300 x205
EMAIL: [email protected]
-OR-
7. LIGHT FIXTURES
LEFF ELECTRIC
4700 SPRING ROAD
CLEVELAND, OH 44131
STEVE LIAS
PHONE: (216) 432-3000
EMAIL: [email protected]
8. LOCKSMITH
BASS SECURITY SERVICES, INC.
GENEO OBERST
GIRTMAN & ASSOCIATES
PHONE: (888) 774-3400 x1193
EMAIL: [email protected]
9. SECURITY SYSTEM
PROTECTION ONE
MIKE BRADFORD
PHONE: (412) 913-9185
11. SCISSOR LIFT OR TOW MOTER
TOYOTA MATERIAL HANDLING
5667 EAST SCHAAF ROAD
CLEVELAND, OH 44131
ED BOROWY
PHONE: (800) 722-1211
EMAIL: [email protected]
12. POS SYSTEM
RETALIX INC.
797 COMMONWALTH DR.
WARRENDALE, PA 15086
BOB SCHMITT
PHONE: (724) 612-3409
EMAIL: [email protected]
13. CART CORAL
GROUP 4 RETAIL EQUIPMENT
DORIE GUNDERSON
PHONE: (800) 326-2460
EMAIL: [email protected]
17.
18. FLOORING EPOXY/STAINED CONCRETE
ELITE COATINGS LLC
TONY WOJTON
PHONE: (330) 741-3003
CELL: (440) 212-2430
EMAIL: [email protected]
-OR-
INTERIOR LIGHT FIXTURES AND LAMPS LIGHTING PACKAGE ORDERED BY LANDLORD FROM ELECTRICAL VENDOR AND PAID FOR BY LANDLORD
EXIT & EMERGENCY LIGHTING LIGHTING PACKAGE ORDERED BY LANDLORD FROM ELECTRICAL VENDOR AND PAID FOR BY LANDLORD
TENANT / VENDOR SUPPLIED ITEMS RESPONSIBILITY SCHEDULE
(TURNKEY DEAL)
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14
MISC. LABOR
GC TO PROVIDE 8 HOURS OF MISC. LABOR AFTER TURN OVER TO PSP FOR FIXTURE SET-UP AND
MERCHANDISING.
ITEMS OF CONSTRUCTION NOTES
WALL BUMPERS & CORNER GUARDS
13CART CORRAL
5 EXTERIOR SIGNAGE
GC TO PROVIDE POWER CIRCUIT & SHALL MAKE FINAL ELECTRICAL CONNECTION, COORDINATE ROUGH-IN LOCATION REQUIREMENTS & TIMELY INSTALLATION WITH SIGN
VENDOR. POWER TO BE PROVIDED WITHIN 5'-0" OF SIGN POWER BOXES. GC & SIGN VENDOR TO HAVE SITE MEETING TO COORDINATE PRIOR TO SIGN INSTALLATION.
2, 3INTERIOR SIGNAGE
2, 3INTERIOR DECOR
6PET WASH TUBS GC SHALL SET AND SECURE TUBS TO FLOOR. MAKE FINAL PLUMBING CONNECTIONS.
6FORCED AIR DRYERS
16 SALES FLOOR DISPLAY FIXTURES
GC SHALL INSTALL SURFACE MOUNTED 2x4 FIRE RETARDANT BLOCKING ON PERIMETER WALLS FOR DISPLAY FIXTURE ATTACHMENT. REFER TO INTERIOR
ELEVATIONS.
16STOCKROOM STORAGE FIXTURES
15AQUARIUM FIXTURES
GC TO MAKE ALL FINAL ELECTRICAL CONNECTIONS. GC TO PROVIDE ALL PLUMBING PER VENDORS REQUIREMENTS. AQUARIUM FIXTURES SCHEDULED FOR DELIVERY
AFTER TURN OVER TO PSP FOR FIXTURE SET-UP AND MERCHANDISING.
2, 3 INTERIOR RETAIL SIGNAGE
7
7
7CASH-WRAP POWER POLES ORDERED BY GC FROM ELECTRICAL VENDOR AND PAID FOR BY GC.
TELEPHONE & DATA WIRING TO SPACE
TELEPHONE & DATA WIRING WITHIN SPACE GC TO PROVIDE CONDUIT WITH PULL WIRE PER OFFICE PLAN. REFER TO ELECTRICAL DRAWINGS.
TELEPHONE AND DATA JACK TERMINATIONS
TELEPHONE EQUIPMENT
12POS SYSTEM HARDWARE
12
POS SYSTEM WIRING GC TO PROVIDE CONDUIT WITH PULL WIRE PER OFFICE PLAN. REFER TO ELECTRICAL DRAWINGS.
12POS SYSTEM JACK TERMINATIONS
9SECURITY SYSTEM WIRING
9SECURITY SYSTEM DEVICES
1
MUSIC SOUND SYSTEM HARDWARE
1MUSIC SOUNDSYSTEM WIRING
1
MUSIC SOUND SYSTEM SPEAKERS
16CASH WRAPS
MILLWORK
CASH WRAP POWER, VOICE, AND DATA
DOOR LOCKS & KEYS8
GC SHALL SECURE CASH WRAPS TO FLOOR
ALL MILLWORK (BESIDES CASH WRAPS & MILLWORK GROOMING STATION) IS THE GC'S RESPONSIBILITY
GC TO MAKE ALL FINAL CONNECTIONS.
GC SHALL SET AND SECURE DRYER TO SHELF. MAKE FINAL PLUMBING & ELECTRICAL CONNECTIONS.
LA
ND
LO
RD
G
.C
.
LA
ND
LO
RD
G
.C
.
MILLWORK GROOMING STATION
BATH MASTER SOAP SYSTEM6
11SCISSOR LIFT
14. WALL BUMPER/CORNER GUARDS
IMPACT SPECIALTIES
JEN MACCARTHY
PHONE: (888) 424-6287
FAX: (908) 849-4295
EMAIL: [email protected]
10. STOREFRONT DOORS
RECORD AUTOMATIC DOOR SYSTEMS
(RECORD-USA)
NICHOLE McCOLLUM (POINT OF CONTACT)
PHONE: 704-289-2024
FAX: 704-289-2024
EMAIL: NICHOLE.MCCOLUUM@RECORD-
USA.COM
DON HUNTER (ESTIMATOR)
PHONE: 704-290-0217
1 2 3 5
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015-052
PE
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UP
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541 F
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12.04.15
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VILLE
, T
N 37801
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DESIGNERPROJECT MANAGER
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DISCLAIMER:
THE INFORMATION CONTAINED IN THIS SCHEDULE IS A NON BINDING
INTERPRETATION OF A LIMITED SET OF DOCUMENTS PROVIDED TO THE
ARCHITECT BY OTHERS AND PREPARED BY OTHERS. THIS SCHEDULE SHALL
NOT TO BE USED TO ALTER IN ANY WAY THE TENANT'S LEASE OR THE
CONTRACTS BETWEEN THE TENANT, LANDLORD, PET SUPPLIES PLUS AND
ANY CONTRACTOR FOR THE LANDLORD, TENANT OR PET SUPPLIES PLUS.
19. FIRE ALARM
PROTECTION ONE
MIKE BRADFORD
PHONE: (412) 913-9185
michael [email protected]
19
FIRE ALARM
FOR PSP'S TENANT BUILD OUT CONNECT TO LANDLORD'S EXISTING FIRE ALARM SYSTEM OR PROVIDE AN INDEPENDENT FIRE ALARM SYSTEM AS REQUIRED. COORDINATE
WITH LANDLORD AND PSP VENDOR.
1. BASED ON INTERIOR NONBEARING PARTITIONS WITH ONE LAYER OF GYPSUM
BOARD EACH SIDE; USE GAUGE, TYPE AS SCHEDULED UNLESS NOTED
OTHERWISE ON DRAWINGS.
2. RUNNER TRACK GAUGE TO MATCH STUD.
3. ALL WALLS SHALL HAVE 1-1/2" X16 GA, COLD ROLLED CHANNEL HORIZONTAL
BRIDGING SPACED AT 6'-0".
MAX. UNSUPPORTED HT
SIZE GA. TYPE
16" O.C. 24" O.C.
NOTES 1,2,3
3 5/8"20 15'-5" 13'-5"
19'-1"18
18 28'-4"
20'-3"23'-2"20
6"
16'-8"
24'-9"
SECTION TAG:
INTERIOR
ELEVATION TAG
FINISH FLOOR
0'-0" A.F.F.
25 CSJ12'-7" 11'-0"
NOTES:
CSJ
CSJ
CSJ
CSJ
ROOM NAME
00/A0.0
#
#
00
X0.0
00
A0.0
DETAIL TAG:
DOOR TAG:
SHEET NOTE:
FINISH TAG:
ROOM TAG:
PARTITION TYPE:
F
DATUM TAG:
SYMBOLS LEGENDINTERIOR METAL STUD SCHEDULE
XX-0
ACCESSIBILITY STANDARDS
SIGNAGE SHOULD COMPLY W/ RELEVANT GUIDELINES AS FOLLOWS.
A. ALL PERMANENT ROOM AND SPACE IDENTIFICATION SIGNAGE SHALL COMPLY
WITH SECTIONS 1 THROUGH 5.
B. ALL DIRECTIONAL AND INFORMATIONAL SIGNAGE SHALL COMPLY
WITH SECTIONS 1 & 2.
C. ALL IDENTIFICATION, INFORMATIONAL OR DIRECTIONAL SIGNAGE ABOUT
ACCESSIBLE ELEMENTS AND FEATURES SHALL COMPLY WITH SECTIONS 1
THROUGH 5.
SIGNAGE DESIGN CRITERIA:
1. FINISH AND CONTRAST:
CHARACTER, SYMBOLS, BACKGROUNDS SHALL HAVE A NON-GLARE FINISH.
CHARACTER & SYMBOLS SHALL CONTRAST A MIN. OF 70% W/ THEIR
BACKGROUND.
LRV FINISH (LIGHT REFLECTANCE VALUE) OF MATERIAL FINISHES SHALL BE
ASTM E1349-90 OR EQUAL.
2. PROPORTIONS:
CHARACTERS ARE TO HAVE A WIDTH-TO-HEIGHT RATIO OF 3:5 TO 1:1.
CHARACTER STROKE WIDTH-TO-HEIGHT OF 1:5 TO 1:10.
3. RAISED CHARACTERS AND PICTORAL SIGN SYMBOLS:
CHARACTER TYPE:
1/32" RAISED (MIN.)
SANS SERIF UPPERCASE WITH GRADE 2 BRAILLE.
CHARACTER SIZE:
MIN.5/8" AND MAX. 2" HIGH
PICTOGRAMS:
ACCOMPANY W/ VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE
PICTOGRAM.
OUTSIDE DIMENSION OF PICTOGRAM FIELD TO BE MIN. 6" HEIGHT.
CHARACTER PLACEMENT:
CHARACTERS AND BRAILLE SHALL BE IN HORIZONTAL FORMAT
BRAILLE SHALL BE PLACED 3/8" (MIN.) & 1/2" (MAX.) DIRECTLY BELOW THE
TACTILE CHARACTERS (FLUSH LEFT OR CENTER).
IF TACTILE TEXT IS MULTILINE, ALL BRAILLE SHALL BE PLACED
TOGETHER BELOW ALL LINES OF TACTILE TEXT.
4. BRAILLE:
CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER APPLICABLE
STANDARDS REQUIRE BRAILLE.
DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL W/ 2/10" SPACE BETWEEN
CELLS, MEASURED FROM THE SECOND COLUNMN OF DOTS IN THE FERST
CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL.
DOTS SHALL BE RAISED A 1/40" MIN ABOVE THE BACKGROUND.
DOTS SHALL BE DOMED OR ROUNDED.
5. MOUNTING LOCATION AND HEIGHT:
INSTALL ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.
WHERE NO WALL SPACE EXISTS ON THE LATCH SIDE OF THE DOOR (INCL.
DOUBLE LEAFS), PLACE SIGN ON THE NEAREST ADJACENT WALL,
PREFERABLY TO THE RIGHT SIDE.
HEIGHT: 60" ABOVE FINISH FLOOR TO THE CENTERLINE OF THE SIGN.
LOCATION: PLACE SO THE APPROACHING PERSON MAY APPROACH WITHIN
3" OF SIGNAGE WITHOUT WNCOUNTERING PROTRUDING OBJECTS OR
STANDING WITHIN THE SWINGING DOOR PATH.
DOORS
A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH-PULL OR PANIC TYPE
HARDWARE 30 INCHES TO 44 INCHES ABOVE FLOOR.
B. MAXIMUM FORCE TO OPERATE DOORS SHALL BE 5 LBS. PRESSURE. FIRE
DOORS SHALL BE 15 LBS. MAXIMUM.
C. FLOOR SHALL BE LEVEL AT ALL DOORS.
1. THRESHOLDS: THE FLOOR OR LANDING SHALL NOTE BE MORE THAN 1/2-INCH
LOWER THAN THE THRESHOLD OF THE DOOR WAY. CHANGE IN LEVEL
BETWEEN 1/4-INCH AND 1/2-INCH SHALL BE BEVELED WITH A SLOPE NO
GREATER THAN 1:2. (SEE BELOW).
2. LEVEL FLOOR OR LANDING: THERE SHALL BE A LEVEL AND CLEAR AREA ON
EACH SIDE ON AN EXIT DOOR. THE LEVEL AREA SHALL BE AS ILLUSTRATED IN
FIGURE A. THE SPACE BETWEEN THE TWO CONSECUTIVE DOOR OPENING
(VESTIBULE) SHALL PROVIDE 48-INCHES OF CLEAR SPACE FROM ANY DOOR
OPENING INTO SUCH SPACE. (SEE BELOW)
D. DOOR WIDTH AND HEIGHT: 3-FEET WIDE AND 6-FEET-8-INCHES HIGH. CLEAR
WIDTH: 32-INCHES MINIMUM WITH DOOR OPEN 90-DEG. MEASURED FROM THE
FACE OF THE DRR TO THE OPPOSITE SIDE.
E. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING
SHALL HAVE A SMOOTH UNINTERUPTED SURFACE TO ALLOW THE DOOR TO BE
OPENED BY A WHEELCHAIR FOOT - REST WITHOUT CREATING A TRAP OR
HAZARDOUS CONDITION.
EACH GRADE LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH
THE WORDS 'EXIT'.
EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT MY
MEANS OF A STAIRWAY OR RAMP SHALL BE INDENTIFIED BY A TACTILE EXIT SIGN
WITH THE FOLLOWING WORDS AS APPROPRIATE:
1. 'EXIT STAIRS DOWN'
2. 'EXIT RAMP DOWN'
3. 'EXIT STAIR UP'
4. 'EXIT RAMP UP'
EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY
MEANS OF AN
EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL
BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS 'EXIT ROUTE'.
EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR
HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN SHALL BE INDENTIFIED BY
A TACTILE EXIT SIGN WITH THE
WORDS 'EXIT ROUTE'.
EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN
WITH THE WORDS
'TO EXIT'.
PROTRUDING OBJECTS
A. PROJECTIONS FROM WALLS WITH A LEADING EDGE BETWEEN 27 INCHES AND
80 INCHES ABOVE FLOOR MAY PROJECT 4 INCHES MAXIMUM. LEADING EDGE
AT OR BELOW 27 INCHES MAY PROJECT ANY AMOUNT. FREESTANDING
PROJECTIONS WITH LEADING EDGE BETWEEN 27 INCHES AND 80 INCHES
ABOVE FLOOR MAY PROJECT 12 INCHES MAX. PROJECTIONS MAY NOT
REDUCE MANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE.
B. PROVIDE MINIMUM OF 80 INCHES HEAD ROOM.
ELECTRICAL
A. ELECTRICAL RECEPTACLES (15, 20, AND 30 AMPS) SHALL BE AT LEAST 15
INCHES ABOVE THE FLOOR.
B. SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES, COOLING, HEATING AND
VENTILATING EQUIPMENT SHALL BE NOT LESS THAN 36" AND NO MORE THAN
48" A.F.F.
C. FIRE ALARM INITIATING DEVISES SHALL BE 48" ABOVE THE FLOOR, GROUND OR
SIDEWALK.
SANITARY FACILITIES
A. GEOMETRIC SYMBOLS
1. SYMBOLS
A) MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL
TRIANGLE 1/4" THICK WITH SIDE 12" LONG AND VERTEX POINTING
UPWARD.
B) WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4"
THICK, 12" DIAMETER.
C) UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK,
12" DIAMETER, WITH A 1/4" THICK EQUILATERAL TRIANGLE
SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER.
2. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY DOORS SHALL BE
CENTERED ON THE DOOR AT A HEIGHT OF 60" AND THEIR COLOR AND
CONTRAST SHALL BE DINSTINCTLY DIFFERENT FROM THE COLOR AND
CONTRAST OF THE DOOR.
3. RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPAINED BY
BRAILLE IN CONFORMANCE WITH SECTION 1117B.5.6. THEY SHALL BE
INSTALLED ON THE WALL ADJACENT TO THE LATCH OUTSIDE OF THE DOOE.
WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE
LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL,
PREFERABLY ON THE RIGHT. MOUNTNG HEIGHT SHALL BE 60 INCHES ABOVE
THE FINISH FLOOR TO THE CENTER OF THE SIGN. MOUNTING LOCATION SHALL
BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF
SIGNAGE WITHOUT ENCOUNTERING PROTUDING OBJECTS OR STANDING
WITHIN THE SWING OF THE DOOR.
SECTION 1117B.5.6
A) LETTER TYPE: LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32
INCH (0.794mm) MINIMUM AND SHALL BE SANS-SERIF UPPERCASE
CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE.
B) SYMBOL SIZE: RAISED CHARACTERS OR SYMBOLS SHALL BE MINIMUM OF 5/8
INCH (15.9mm) HIGH.
C) PICTORAL SYMBOL SIGNS (PICTOGRAMS): PICTORAL SYMBOL SIGNS SHALL
BE ACCOMPANIED BY THE EQUIVELANT VERBAL DESCRIPTION PLACED
DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE
PICTOGRAM SHALL BE A MINIMUM OF 6 INCHES (152mm) IN HEIGHT.
B. ACCESSIBLE COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN AUTOMATIC
CLOSING DEVICE. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR
SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOW
THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING OR OTHER
HARDWARE NOT REQUIREING THE USER TO GRASP OR TWIST.
C. WATER CLOSET: FLUSH CONTROLS ARE TO BE OPERABLE BY AN OSCILLATING
HANDLE WITH A MINIMUM OPERATING FORCE OF 3 LB./F OR BY A LOW
VOLTAGE BUTTON. THE HANDLE OR BUTTON IS TO BE LOCATED ON THE WIDE
SIDE SO AS TO BE OPERABLE WITHOUT REQUIREING EXCESSIVE BODY
MOVEMENT.
D. URINALS: PROVIDE ALL WALL HUNG URINALS WITH ELONGATED RIM. FLUSH
CONTROLS ARE TO BE HAND OPERATED AND ARE TO MEET THE SAME
REQUIREMENTS AS THE FLUSH CONTROLS FOR THE WATER CLOSET AND ARE
TO BE A MAXIMUM OF 44 INCHES ABOVE THE FLOOR. RIM ELEVATION TO BE 17
INCHES A.F.F.
E. LAVATORY: PROVIDE AT LEAST 29 INCHES FROM THE FLOOR TO THE BOTTOM
OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT LIP EXTENDING A
MINIMUM OF 30 INCHES WIDE. TO 8 INCHES MINIMUM DEPTH AT THE TOP.
PROVIDE FOR THE CLEARANCE AT LEAST 30 INCHES WIDE. TO 9 INCHES ABOVE
THE FLOOR AND 17 INCHES DEEP FROM THE FRONT OF THE LAVATORY.
PROVIDE A CLEAR FLOOR SPACE 30 INCHES x 48 INCHES IN FRON T OF THE
LAVAOTRY. THE CLEAR SPACE MAY EXTEND INTO KNEE AND TOE SPACE
UNDERNEATH THE LAVATORY. INSULATE HOT WATER AND DRAIN PIPES UNDER
LAVATORIES. NO SHARP OR ABRASIVE SURFACES ARE ALLOWED UNDER
LAVATORIES. FAUCET CONTROLS ARE REQUIRED TO BE OPEARABLE WITH
ONE HAND AND CANNOT REQUIRE GRASPING, PINCHING, OR TWISTING OF THE
WRIST. THE FORCE NECESSARY TO OPERATE CONTROLS IS NOT TO EXCEED 5
LB./F.
F. ACCESSORIES: WHERE TOWEL, SANITARY NAPKIN AND WASTE RECEPTACLES
AND SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED, AT LEAST
ONE OF EACH TYPE IS TO BE LOCATED WITH ALL OPERABLE PARTS, INCLUDING
COIN SLOTS, WITHIN 40 INCHES FROM THE FLOOR.
1. MOUNT MIRRORS WITH THE BOTTOM EDGE NO MORE THAN 40 INCHES A.F.F.
2. LOCATE TOILET TISSUE DISPENSERS ON THE WALL WITHIN 12 INCHES OF THE
FRONT EDGE OF THE TOILET SEAT.
G. THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS AND MOUNTING
DEVICES SHALL MEET THE SPECIFICATIONS OF THE AMERICAN DISABILITES
ACT AND THE STATE OF CALIFORNIS TITLE 24.
H. SINGLE ACCOMODATION: A CLEAR FLOOR SPACE OF AT LEAST 60 INCHES IN
DIAMETER IS REQUIRED FOR SINGLE ACCOMODATION TOILET ROOMS.
DRINKING FOUNTAINS
CLEAR FLOOR SPACE.
A. A CLEAR FLOOR SPACE COMPLYING WITH SECTION 305, POSITIONED FOR A
FORWARD APPROACH TO THE DRINKING FOUNTAIN, SHALL BE PROVIDED. KNEE
AND TOE SPACE COMPLYING WITH SECTION 306 SHALL BE PROVIDED. THE
CLEAR FLOOR SPACE SHALL BE CENTERED ON THE DRINKING FOUNTAIN.
EXCEPTIONS:
A. DRINKING FOUNTAINS FOR STANDING PERSONS.
B. DRINKING FOUNTAINS PRIMARILY FOR CHILDREN'S USE SHALL BE PERMITTED
WHERE THE SPOUT IS 30 INCHES (760 MM) MAXIMUM ABOVE THE FLOOR, AND A
PARALLEL APPROACH COMPLYING WITH SECTION 305, CENTERED ON THE
DRINKING FOUNTAIN, IS PROVIDED.
C. IN EXISTING BUILDINGS, EXISTING DRINKING FOUNTAINS PROVIDING A
PARALLEL APPROACH COMPLYING WITH SECTION 305, CENTERED ON THE
DRINKING FOUNTAIN, SHALL BE PERMITTED.
D. WHERE SPECIFICALLY PERMITTED BY THE ADMINISTRATIVE AUTHORITY, A
PARALLEL APPROACH COMPLYING WITH SECTION 305, CENTERED ON THE
DRINKING FOUNTAIN, SHALL BE PERMITTED FOR DRINKING FOUNTAINS THAT
REPLACE EXISTING DRINKING FOUNTAINS WITH A PARALLEL APPROACH
OPERABLE PARTS
A. OPERABLE PARTS SHALL COMPLY WITH SECTION 309.
SPOUT OUTLET HEIGHT.
A. SPOUT OUTLETS OF WHEELCHAIR ACCESSIBLE DRINKING FOUNTAINS SHALL
BE 36 INCHES (915 MM) MAXIMUM ABOVE THE FLOOR. SPOUT OUTLETS OF
DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES (965 MM)
MINIMUM AND 43 INCHES (1090 MM) MAXIMUM ABOVE THE FLOOR.
SPOUT LOCATION
A. THE SPOUT SHALL BE LOCATED 15 INCHES (380 MM) MINIMUM FROM THE
VERTICAL SUPPORT AND 5 INCHES (125 MM) MAXIMUM FROM THE FRONT EDGE
OF THE DRINKING FOUNTAIN, INCLUDING BUMPERS. WHERE ONLY A PARALLEL
APPROACH IS PROVIDED, THE SPOUT SHALL BE LOCATED 31/2 INCHES (89 MM)
MAXIMUM FROM THE FRONT EDGE OF THE DRINKING FOUNTAIN, INCLUDING
BUMPERS.
Fig. 404.2.4.1
Maneuvering Clearance at
Manual Swinging Doors
60
m
in
1525
18 min
445
(a) - front approach, pull side
12
20
48
m
in
12 min
305
(b) - front approach, push side, door
provided with both closer and latch
36 min
915
60
m
in
15
25
(c) - hinge approach, pull side
42 min
1065
54
m
in
13
70
(d) - hinge approach, pull side
42
m
in
**
10
65
560
22 min
(e) - hinge approach, push side
* If both closer and latch are provided
** 48" min. (1220) if both closer and
latch provided
305
12 min * 24 min
48
m
in
*
610
12
20
(f) - latch approach, pull side
* 54" min. (1370) if closer provided
24 min
42
m
in
*
10
65
610
(g) - latch approach, push side
* 48" min (1220) if closer provided
60 min
1525
60
m
in
15
25
(a)
60 min
1525
48
m
in
12
20
Do
or
wid
th
Do
or
wid
th
48
m
in
12
20
Do
or
wid
th
60 min
1525
(b)
(c)
Fig. 404.2.6
Two Doors in a Series
1 2 3 5
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015-052
PE
T S
UP
PLIE
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541 F
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MA
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VILLE
, T
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JOB NO.
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ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015-052
PE
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UP
PLIE
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LU
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541 F
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, T
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DESIGNERPROJECT MANAGER
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SECTION 011000 - SUMMARY
PART 1 GENERAL
1.01 PROJECT
A. PROJECT NAME: PET SUPPLIES PLUS - MARYVILLE, TN
B. THE PROJECT CONSISTS OF RENOVATIONS TO AN EXISTING VACANT
BUILDING AND SITE FOR A NEW PET SUPPLIES RETAIL STORE.
1.02 CONTRACT DESCRIPTION
A. CONTRACT TYPE: A SINGLE PRIME CONTRACT BASED ON A
STIPULATED PRICE AS DESCRIBED IN AIA OWNER - CONTRACTOR
AGREEMENT.
1.03 DESCRIPTION OF ALTERATIONS WORK
A. SCOPE OF DEMOLITION AND REMOVAL WORK IS SHOWN ON
DRAWINGS.
B. RENOVATE THE ENTIRE SPACE, COMPLETE AS INDICATED ON THE
DRAWINGS AND SPECIFIED HEREIN:
1.04 WORK BY OWNER
A. THE OWNER HAS AWARDED CONTRACTS FOR THE SUPPLY,
INSTALLATION OR THE SUPPLY AND INSTALLATION OF ITEMS
SCHEDULED ON THE DRAWINGS, WHICH WILL COMMENCE ON DATES
PRIOR TO TURNOVER FOR OWNER OCCUPANCY.
1.05 OWNER OCCUPANCY
A. THE OWNER INTENDS TO OCCUPY PORTIONS OF THE BUILDING PRIOR
TO THE COMPLETION DATE FOR INSTALLATION OF OWNER PROVIDED
MATERIALS.
B. SCHEDULE THE WORK TO ACCOMMODATE THE OWNER AND THE
OWNERS CONTRACTORS OCCUPANCY.
1.06 CONTRACTOR USE OF SITE
A. CONSTRUCTION OPERATIONS: LIMITED TO AREAS NOTED ON
DRAWINGS.
B. ARRANGE USE OF SITE TO ALLOW:
1. WORK BY OTHERS.
C. PROVIDE ACCESS TO AND FROM SITE AS REQUIRED BY LAW AND BY
THE OWNER:
1. EMERGENCY BUILDING EXITS DURING CONSTRUCTION: KEEP
ALL EXITS AT ADJACENT BUILDING OPERATING TENANTS AND
AS REQUIRED BY CODE OPEN DURING CONSTRUCTION PERIOD,
PROVIDE TEMPORARY EXIT SIGNS IF EXIT ROUTES ARE
TEMPORARILY ALTERED.
2. DO NOT OBSTRUCT ROADWAYS, SIDEWALKS, OR OTHER
PUBLIC WAYS WITHOUT PERMIT.
3. MAINTAIN ACCESS TO ADJACENT PROPERTY, COORDINATE
WITH CONSTRUCTION LIMITS ACCESS.
D. EXISTING BUILDING SPACES MAY NOT BE USED FOR STORAGE.
1.07 WORK SEQUENCE
A. COORDINATE CONSTRUCTION SCHEDULE AND OPERATIONS WITH THE
ARCHITECTS.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
SECTION 013000 - ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. PROGRESS REPORTING.
B. CONSTRUCTION PROGRESS SCHEDULE.
C. PROGRESS PHOTOGRAPHS.
D. COORDINATION DRAWINGS.
E. SUBMITTALS FOR REVIEW, INFORMATION, AND PROJECT CLOSEOUT.
F. SUBMITTAL PROCEDURES.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 PROGRESS REPORTING
A. SCHEDULE AND ADMINISTER REPORTING THROUGHOUT PROGRESS
OF THE WORK AT MAXIMUM WEEKLY INTERVALS OR AS REQUESTED
BY PET SUPPLIES PLUS REPRESENTATIVES.
B. REPORT ITEMS:
1. REVIEW OF WORK PROGRESS.
2. FIELD OBSERVATIONS, PROBLEMS, AND DECISIONS.
3. IDENTIFICATION OF PROBLEMS WHICH IMPEDE PLANNED
PROGRESS.
4. REVIEW OF SUBMITTALS SCHEDULE AND STATUS OF
SUBMITTALS.
5. REVIEW OF OFF-SITE FABRICATION, OWNER PROVIDED ITEMS
AND DELIVERY SCHEDULES.
6. MAINTENANCE OF PROGRESS SCHEDULE.
7. CORRECTIVE MEASURES TO REGAIN PROJECTED SCHEDULES.
8. PLANNED PROGRESS DURING SUCCEEDING WORK PERIOD.
9. MAINTENANCE OF QUALITY AND WORK STANDARDS.
10. EFFECT OF PROPOSED CHANGES ON PROGRESS SCHEDULE
AND COORDINATION.
11. PROGRESS PHOTOS, REFER TO REQUIREMENTS BELOW.
12. OTHER BUSINESS RELATING TO WORK.
C. PREPARE REPORT AND DISTRIBUTE VIA EMAIL ON THURSDAY
MORNING OF EACH WEEK. DISTRIBUTION TO INCLUDE OWNER,
ARCHITECT.
3.02 CONSTRUCTION PROGRESS SCHEDULE
A. CONSTRUCTION SCHEDULE SHALL BE ORGANIZED IN BAR CHART
FORMAT WITH SEPARATE BAR FOR EACH SUBSTRATE CATEGORY OF
WORK, ORGANIZE IN CHRONOLOGICAL ORDER ACCORDING TO THE
START DATE FOR EACH ACTIVITY OF WORK. IDENTIFY EACH ACTIVITY
BY APPLICABLE SPECIFICATION REFERENCE NUMBER.
B. WITHIN 3 DAYS AFTER DATE ESTABLISHED IN NOTICE TO PROCEED,
SUBMIT PRELIMINARY SCHEDULE FOR CONSTRUCTION OPERATIONS
FOR THE DURATION OF THE PROJECT. INCLUDE SCHEDULE FOR
ORDERING AND DELIVERY OF OWNER SUPPLIED ITEMS.
C. IF PRELIMINARY SCHEDULE REQUIRES REVISION AFTER REVIEW,
SUBMIT REVISED SCHEDULE WITHIN 2 DAYS.
D. WITHIN 10 DAYS AFTER JOINT REVIEW, SUBMIT COMPLETE SCHEDULE.
E. SUBMIT UPDATED SCHEDULE WITH EACH APPLICATION FOR PAYMENT.
3.03 PROGRESS PHOTOGRAPHS
A. PROVIDE PHOTOGRAPHS OF SITE AND CONSTRUCTION THROUGHOUT
PROGRESS OF WORK PRODUCED BY AN EXPERIENCED
PHOTOGRAPHER, ACCEPTABLE TO PET SUPPLIES PLUS AND
ARCHITECT.
B. PHOTOS SHALL BE DIGITAL .JPG IMAGES ASSEMBLED IN .ZIP FILE AND
EMAILED WITH WEEKLY PROGRESS REPORT.
C. TAKE PHOTOGRAPHS FOR SUBMITTAL WITH WEEKLY PROGRESS
REPORT OF MINIMUM ITEMS AS FOLLOWS AND APPLICABLE TO
WORKSCOPE OF PROJECT:
1. DEMOLITION
2. EXCAVATION AND UNDERGROUND PLUMBING
3. ROUGH FRAMING INCLUDING ALL CONCEALED BLOCKING
4. PLUMBING WALL ROUGH IN
5. ELECTRICAL WALL ROUGH IN
6. HVAC ROUGH IN
7. ELECTRICAL OVERHEAD
8. WALLS PRIOR TO GYPSUM BOARD
9. WALLS AFTER GYPSUM BOARD
10. CEILING GRID INSTALLATION
11. FLOOR TILE
12. OWNER SUPPLIED CABINETRY AND KITCHEN EQUIPMENT AT
DELIVERY
13. OWNER SUPPED CABINETRY AND KITCHEN EQUIPMENT AT
INSTALLATION
14. PAINTING
15. INTERIOR FINISHES AND DECOR
16. EXTERIOR DRIVE THRU RELATED WORK
17. EXTERIOR LIFT, LOADING AREA AND RELATED WORK
18. ADDITIONAL ITEMS AS REQUESTED BY OWNER, ARCHITECT
AND PET SUPPLIES PLUS
3.04 COORDINATION DRAWINGS AND FIELD DIMENSIONS
A. PROVIDE INFORMATION REQUIRED BY OWNER, ARCHITECT OR PET
SUPPLIES PLUS VENDOR FOR PREPARATION OF COORDINATION
DRAWINGS.
3.05 SUBMITTALS FOR REVIEW
A. WHEN THE FOLLOWING ARE SPECIFIED IN INDIVIDUAL SECTIONS,
SUBMIT THEM FOR REVIEW:
1. PRODUCT DATA.
2. SHOP DRAWINGS.
3. SAMPLES FOR SELECTION.
4. SAMPLES FOR VERIFICATION.
B. SUBMIT TO ARCHITECT FOR REVIEW FOR THE LIMITED PURPOSE OF
CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE
DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS.
C. SAMPLES WILL BE REVIEWED ONLY FOR AESTHETIC, COLOR, OR
FINISH SELECTION.
D. AFTER REVIEW, PROVIDE COPIES AND DISTRIBUTE IN ACCORDANCE
WITH SUBMITTAL PROCEDURES ARTICLE BELOW AND FOR RECORD
DOCUMENTS PURPOSES DESCRIBED IN SECTION 017700 - CLOSEOUT
SUBMITTALS.
3.06 SUBMITTALS FOR INFORMATION
A. WHEN THE FOLLOWING ARE SPECIFIED IN INDIVIDUAL SECTIONS,
SUBMIT THEM FOR INFORMATION:
1. DESIGN DATA.
2. CERTIFICATES.
3. TEST REPORTS.
4. INSPECTION REPORTS.
5. MANUFACTURER'S INSTRUCTIONS.
6. MANUFACTURER'S FIELD REPORTS.
7. OTHER TYPES INDICATED.
B. SUBMIT FOR ARCHITECT'S KNOWLEDGE AS CONTRACT
ADMINISTRATOR OR FOR OWNER. NO ACTION WILL BE TAKEN.
3.07 SUBMITTALS FOR PROJECT CLOSEOUT
A. WHEN THE FOLLOWING ARE SPECIFIED IN INDIVIDUAL SECTIONS,
SUBMIT THEM AT PROJECT CLOSEOUT:
1. PROJECT RECORD DOCUMENTS.
2. OPERATION AND MAINTENANCE DATA.
3. WARRANTIES.
4. OTHER TYPES AS INDICATED.
B. SUBMIT FOR OWNER'S BENEFIT DURING AND AFTER PROJECT
COMPLETION.
END OF SECTION
SECTION 014000 - QUALITY REQUIREMENTS
PART 1 GENERAL.
1.01 REFERENCES AND STANDARDS
A. FOR PRODUCTS AND WORKMANSHIP SPECIFIED BY REFERENCE TO A
DOCUMENT OR DOCUMENTS NOT INCLUDED IN THE PROJECT MANUAL,
ALSO REFERRED TO AS REFERENCE STANDARDS, COMPLY WITH
REQUIREMENTS OF THE STANDARD, EXCEPT WHEN MORE RIGID
REQUIREMENTS ARE SPECIFIED OR ARE REQUIRED BY APPLICABLE
CODES.
B. CONFORM TO REFERENCE STANDARD OF DATE OF ISSUE CURRENT
ON DATE OF CONTRACT DOCUMENTS, EXCEPT WHERE A SPECIFIC
DATE IS ESTABLISHED BY APPLICABLE CODE.
C. OBTAIN COPIES OF STANDARDS WHERE REQUIRED BY PRODUCT
SPECIFICATION SECTIONS.
D. MAINTAIN COPY AT PROJECT SITE DURING SUBMITTALS, PLANNING,
AND PROGRESS OF THE SPECIFIC WORK, UNTIL SUBSTANTIAL
COMPLETION.
E. SHOULD SPECIFIED REFERENCE STANDARDS CONFLICT WITH
CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM THE
ARCHITECTS BEFORE PROCEEDING.
F. NEITHER THE CONTRACTUAL RELATIONSHIPS, DUTIES, OR
RESPONSIBILITIES OF THE PARTIES IN CONTRACT NOR THOSE OF THE
ARCHITECTS SHALL BE ALTERED FROM THE CONTRACT DOCUMENTS
BY MENTION OR INFERENCE OTHERWISE IN ANY REFERENCE
DOCUMENT.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 CONTROL OF INSTALLATION
A. MONITOR QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS,
PRODUCTS, SERVICES, SITE CONDITIONS, AND WORKMANSHIP, TO
PRODUCE WORK OF SPECIFIED QUALITY.
B. COMPLY WITH MANUFACTURERS' INSTRUCTIONS, INCLUDING EACH
STEP IN SEQUENCE.
C. SHOULD MANUFACTURERS' INSTRUCTIONS CONFLICT WITH
CONTRACT DOCUMENTS, REQUEST CLARIFICATION FROM THE
ARCHITECTS BEFORE PROCEEDING.
D. COMPLY WITH SPECIFIED STANDARDS AS MINIMUM QUALITY FOR THE
WORK EXCEPT WHERE MORE STRINGENT TOLERANCES, CODES, OR
SPECIFIED REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE
PRECISE WORKMANSHIP.
E. HAVE WORK PERFORMED BY PERSONS QUALIFIED TO PRODUCE
REQUIRED AND SPECIFIED QUALITY.
F. VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON SHOP
DRAWINGS OR AS INSTRUCTED BY THE MANUFACTURER.
G. SECURE PRODUCTS IN PLACE WITH POSITIVE ANCHORAGE DEVICES
DESIGNED AND SIZED TO WITHSTAND STRESSES, VIBRATION,
PHYSICAL DISTORTION, AND DISFIGUREMENT.
3.02 TOLERANCES
A. MONITOR FABRICATION AND INSTALLATION TOLERANCE CONTROL OF
PRODUCTS TO PRODUCE ACCEPTABLE WORK. DO NOT PERMIT
TOLERANCES TO ACCUMULATE.
B. COMPLY WITH MANUFACTURERS' TOLERANCES. SHOULD
MANUFACTURERS' TOLERANCES CONFLICT WITH CONTRACT
DOCUMENTS, REQUEST CLARIFICATION FROM THE ARCHITECTS
BEFORE PROCEEDING.
C. ADJUST PRODUCTS TO APPROPRIATE DIMENSIONS, POSITION BEFORE
SECURING PRODUCTS IN PLACE.
3.03 DEFECT ASSESSMENT
A. REPLACE WORK OR PORTIONS OF THE WORK NOT CONFORMING TO
SPECIFIED REQUIREMENTS.
B. IF, IN THE OPINION OF THE ARCHITECTS, IT IS NOT PRACTICAL TO
REMOVE AND REPLACE THE WORK, THE ARCHITECTS WILL DIRECT AN
APPROPRIATE REMEDY OR ADJUST PAYMENT.
END OF SECTION
SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS
PART 1 GENERAL
1.01 TEMPORARY UTILITIES
A. USE TRIGGER-OPERATED NOZZLES FOR WATER HOSES, TO AVOID
WASTE OF WATER.
1.02 TEMPORARY SANITARY FACILITIES
A. PROVIDE AND MAINTAIN REQUIRED FACILITIES AND ENCLOSURES.
PROVIDE AT TIME OF PROJECT MOBILIZATION.
B. USE OF EXISTING FACILITIES IS PERMITTED.
C. MAINTAIN DAILY IN CLEAN AND SANITARY CONDITION.
1.03 BARRIERS
A. PROVIDE BARRIERS TO PREVENT UNAUTHORIZED ENTRY TO
CONSTRUCTION AREAS, TO ALLOW FOR OWNER'S USE OF SITE AND
TO PROTECT EXISTING FACILITIES AND ADJACENT PROPERTIES FROM
DAMAGE FROM CONSTRUCTION OPERATIONS AND DEMOLITION.
B. PROVIDE BARRICADES AND COVERED WALKWAYS REQUIRED BY
GOVERNING AUTHORITIES FOR PUBLIC RIGHTS-OF-WAY AND FOR
PUBLIC ACCESS TO EXISTING BUILDING.
C. PROTECT NON-OWNED VEHICULAR TRAFFIC, STORED MATERIALS,
SITE, AND STRUCTURES FROM DAMAGE.
1.04 EXTERIOR ENCLOSURES
A. PROVIDE TEMPORARY INSULATED WEATHER TIGHT CLOSURE OF
EXTERIOR OPENINGS TO ACCOMMODATE ACCEPTABLE WORKING
CONDITIONS AND PROTECTION FOR PRODUCTS, TO ALLOW FOR
TEMPORARY HEATING AND MAINTENANCE OF REQUIRED AMBIENT
TEMPERATURES IDENTIFIED IN INDIVIDUAL SPECIFICATION SECTIONS,
AND TO PREVENT ENTRY OF UNAUTHORIZED PERSONS. PROVIDE
ACCESS DOORS WITH SELF-CLOSING HARDWARE AND LOCKS.
1.05 SECURITY
A. PROVIDE SECURITY AND FACILITIES TO PROTECT WORK, EXISTING
FACILITIES, AND THE OWNER'S OPERATIONS FROM UNAUTHORIZED
ENTRY, VANDALISM, OR THEFT.
1.06 VEHICULAR ACCESS AND PARKING
A. COORDINATE ACCESS AND HAUL ROUTES WITH GOVERNING
AUTHORITIES AND THE OWNER.
B. PROVIDE AND MAINTAIN ACCESS TO FIRE HYDRANTS, FREE OF
OBSTRUCTIONS.
C. PROVIDE MEANS OF REMOVING MUD FROM VEHICLE WHEELS BEFORE
ENTERING STREETS.
D. PROVIDE TEMPORARY PARKING AREAS TO ACCOMMODATE
CONSTRUCTION PERSONNEL. WHEN SITE SPACE IS NOT ADEQUATE,
PROVIDE ADDITIONAL OFF-SITE PARKING.
1.07 WASTE REMOVAL
A. PROVIDE WASTE REMOVAL FACILITIES AND SERVICES AS REQUIRED
TO MAINTAIN THE SITE IN CLEAN AND ORDERLY CONDITION.
B. PROVIDE CONTAINERS WITH LIDS. REMOVE TRASH FROM SITE
PERIODICALLY.
C. IF MATERIALS TO BE RECYCLED OR RE-USED ON THE PROJECT MUST
BE STORED ON-SITE, PROVIDE SUITABLE NON-COMBUSTIBLE
CONTAINERS, LOCATE CONTAINERS HOLDING FLAMMABLE MATERIAL
OUTSIDE THE STRUCTURE UNLESS OTHERWISE APPROVED BY THE
AUTHORITIES HAVING JURISDICTION.
D. OPEN FREE-FALL CHUTES ARE NOT PERMITTED. TERMINATE CLOSED
CHUTES INTO APPROPRIATE CONTAINERS WITH LIDS.
1.08 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. REMOVE TEMPORARY UTILITIES, EQUIPMENT, FACILITIES, MATERIALS,
PRIOR TO SUBSTANTIAL COMPLETION INSPECTION.
B. REMOVE UNDERGROUND INSTALLATIONS TO A MINIMUM DEPTH OF 2
FEET (600 MM) OR AS INDICATED ON DRAWINGS. GRADE SITE AS
INDICATED.
C. CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF
TEMPORARY WORK.
D. RESTORE EXISTING FACILITIES USED DURING CONSTRUCTION TO
ORIGINAL CONDITION.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
SECTION 016000 - PRODUCT REQUIREMENTS
PART 1 GENERAL
1.01 REFERENCES
A. NFPA 70 - NATIONAL ELECTRICAL CODE, NATIONAL FIRE PROTECTION
ASSOCIATION, 2002.
1.02 SUBMITTALS
A. PROPOSED PRODUCTS LIST: SUBMIT LIST OF MAJOR PRODUCTS
PROPOSED FOR USE, WITH NAME OF MANUFACTURER, TRADE NAME,
AND MODEL NUMBER OF EACH PRODUCT.
1. SUBMIT WITHIN 15 DAYS AFTER DATE OF AGREEMENT.
B. PRODUCT DATA SUBMITTALS: SUBMIT MANUFACTURER'S STANDARD
PUBLISHED DATA. MARK EACH COPY TO IDENTIFY APPLICABLE
PRODUCTS, MODELS, OPTIONS, AND OTHER DATA. SUPPLEMENT
MANUFACTURERS' STANDARD DATA TO PROVIDE INFORMATION
SPECIFIC TO THIS PROJECT.
C. SHOP DRAWING SUBMITTALS: PREPARED SPECIFICALLY FOR THIS
PROJECT.
D. SAMPLE SUBMITTALS: ILLUSTRATE FUNCTIONAL AND AESTHETIC
CHARACTERISTICS OF THE PRODUCT, WITH INTEGRAL PARTS AND
ATTACHMENT DEVICES. COORDINATE SAMPLE SUBMITTALS FOR
INTERFACING WORK.
1. FOR SELECTION FROM STANDARD FINISHES, SUBMIT SAMPLES
OF THE FULL RANGE OF THE MANUFACTURER'S STANDARD
COLORS, TEXTURES, AND PATTERNS.
E. INDICATE UTILITY AND ELECTRICAL CHARACTERISTICS, UTILITY
CONNECTION REQUIREMENTS, AND LOCATION OF UTILITY OUTLETS
FOR SERVICE FOR FUNCTIONAL EQUIPMENT AND APPLIANCES.
PART 2 PRODUCTS
2.01 EXISTING PRODUCTS
A. EXISTING MATERIALS AND EQUIPMENT INDICATED TO BE REMOVED,
BUT NOT TO BE RE-USED, RELOCATED, REINSTALLED, DELIVERED TO
THE THE OWNER, OR OTHERWISE INDICATED AS TO REMAIN THE
PROPERTY OF THE THE OWNER, BECOME THE PROPERTY OF THE,
REMOVE FROM SITE.
2.02 NEW PRODUCTS
A. PROVIDE NEW PRODUCTS UNLESS SPECIFICALLY REQUIRED OR
PERMITTED BY THE CONTRACT DOCUMENTS.
B. DO NOT USE PRODUCTS HAVING ANY OF THE FOLLOWING
CHARACTERISTICS:
1. MADE USING OR CONTAINING CFC'S OR HCFC'S.
2.03 PRODUCT OPTIONS
A. PRODUCTS SPECIFIED BY REFERENCE STANDARDS OR BY
DESCRIPTION ONLY: USE ANY PRODUCT MEETING THOSE
STANDARDS OR DESCRIPTION.
B. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS:
USE A PRODUCT OF ONE OF THE MANUFACTURERS NAMED AND
MEETING SPECIFICATIONS, NO OPTIONS OR SUBSTITUTIONS
ALLOWED.
C. PRODUCTS SPECIFIED BY NAMING ONE OR MORE MANUFACTURERS
WITH A PROVISION FOR SUBSTITUTIONS: SUBMIT A REQUEST FOR
SUBSTITUTION FOR ANY MANUFACTURER NOT NAMED.
2.04 SPARE PARTS AND MAINTENANCE PRODUCTS
A. PROVIDE SPARE PARTS, MAINTENANCE, AND EXTRA PRODUCTS OF
TYPES AND IN QUANTITIES SPECIFIED IN INDIVIDUAL SPECIFICATION
SECTIONS.
B. DELIVER TO PROJECT SITE, OBTAIN RECEIPT PRIOR TO FINAL
PAYMENT.
PART 3 EXECUTION
3.01 SUBSTITUTION PROCEDURES
A. INSTRUCTIONS TO BIDDERS SPECIFY TIME RESTRICTIONS FOR
SUBMITTING REQUESTS FOR SUBSTITUTIONS DURING THE BIDDING
PERIOD. COMPLY WITH REQUIREMENTS SPECIFIED IN THIS SECTION.
B. THE ARCHITECTS AND THE OWNER WILL CONSIDER REQUESTS FOR
SUBSTITUTIONS ONLY WITHIN 15 DAYS AFTER DATE OF AGREEMENT.
C. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN A PRODUCT
BECOMES UNAVAILABLE THROUGH NO FAULT OF THE OWNER.
D. DOCUMENT EACH REQUEST WITH COMPLETE DATA SUBSTANTIATING
COMPLIANCE OF PROPOSED SUBSTITUTION WITH CONTRACT
DOCUMENTS.
E. A REQUEST FOR SUBSTITUTION CONSTITUTES A REPRESENTATION
THAT THE SUBMITTER:
1. HAS INVESTIGATED PROPOSED PRODUCT AND DETERMINED
THAT IT MEETS OR EXCEEDS THE QUALITY LEVEL OF THE
SPECIFIED PRODUCT.
2. WILL PROVIDE THE SAME WARRANTY FOR THE SUBSTITUTION
AS FOR THE SPECIFIED PRODUCT.
3. WILL COORDINATE INSTALLATION AND MAKE CHANGES TO
OTHER WORK, WHICH MAY BE REQUIRED FOR THE WORK TO
BE COMPLETE WITH NO ADDITIONAL COST TO THE OWNER.
4. WAIVES CLAIMS FOR ADDITIONAL COSTS OR TIME EXTENSION,
WHICH MAY SUBSEQUENTLY BECOME APPARENT.
5. WILL REIMBURSE THE OWNER AND THE ARCHITECTS FOR
REVIEW OR REDESIGN SERVICES ASSOCIATED WITH
RE-APPROVAL BY AUTHORITIES.
F. SUBSTITUTIONS WILL NOT BE CONSIDERED WHEN THEY ARE
INDICATED OR IMPLIED ON SHOP DRAWING OR PRODUCT DATA
SUBMITTALS, WITHOUT SEPARATE WRITTEN REQUEST, OR WHEN
ACCEPTANCE WILL REQUIRE REVISION TO THE CONTRACT
DOCUMENTS.
G. SUBSTITUTION SUBMITTAL PROCEDURE:
1. SUBMIT THREE COPIES OF REQUEST FOR SUBSTITUTION FOR
CONSIDERATION. LIMIT EACH REQUEST TO ONE PROPOSED
SUBSTITUTION.
2. SUBMIT SHOP DRAWINGS, PRODUCT DATA, AND CERTIFIED
TEST RESULTS ATTESTING TO THE PROPOSED PRODUCT
EQUIVALENCE. BURDEN OF PROOF IS ON PROPOSER.
3. THE ARCHITECTS WILL NOTIFY IN WRITING OF DECISION TO
ACCEPT OR REJECT REQUEST.
3.02 OWNER-SUPPLIED PRODUCTS
A. REFER TO DRAWINGS FOR IDENTIFICATION OF OWNER-SUPPLIED
PRODUCTS.
B. OWNER'S RESPONSIBILITIES:
1. ARRANGE FOR AND DELIVER APPLICABLE OWNER REVIEWED
SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES, TO
CONTRACTOR .
2. ARRANGE AND PAY FOR PRODUCT DELIVERY TO SITE.
3. ARRANGE FOR MANUFACTURERS' WARRANTIES, INSPECTIONS,
AND SERVICE.
C. CONTRACTOR'S RESPONSIBILITIES:
1. REVIEW OWNER REVIEWED SHOP DRAWINGS, PRODUCT DATA,
AND SAMPLES.
2. RECEIVE AND UNLOAD PRODUCTS AT SITE, INSPECT FOR
COMPLETENESS OR DAMAGE. ALL DAMAGED OR MISSING
MATERIALS SHALL BE DOCUMENTED TO OWNER & SUPPLIER
WITHIN THREE DAYS OF RECEIVING DELIVERY OF MATERIALS.
DAMAGED OR MISSING MATERIALS IDENTIFIED AFTER THREE
DAYS FROM DELIVERY ARE THE CONTRACTORS
RESPONSIBILITY TO REPLACE AT CONTRACTORS COST FOR
MATERIAL AND SHIPPING. COORDINATE REPLACEMENT WITH
OWNER AND SUPPLIER.
3. ALL MATERIALS SHALL BE STORED IN A SECURE LOCATION,
PROTECT FROM DAMAGE & THEFT.
4. HANDLE, STORE, INSTALL AND FINISH PRODUCTS.
3.03 TRANSPORTATION AND HANDLING
A. COORDINATE SCHEDULE OF PRODUCT DELIVERY TO DESIGNATED
PREPARED AREAS IN ORDER TO MINIMIZE SITE STORAGE TIME AND
POTENTIAL DAMAGE TO STORED MATERIALS.
B. TRANSPORT AND HANDLE PRODUCTS IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
C. TRANSPORT MATERIALS IN COVERED TRUCKS TO PREVENT
CONTAMINATION OF PRODUCT AND LITTERING OF SURROUNDING
AREAS.
D. PROMPTLY INSPECT SHIPMENTS TO ENSURE THAT PRODUCTS
COMPLY WITH REQUIREMENTS, QUANTITIES ARE CORRECT, AND
PRODUCTS ARE UNDAMAGED.
E. PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY
METHODS TO PREVENT SOILING, DISFIGUREMENT, OR DAMAGE.
F. ARRANGE FOR THE RETURN OF PACKING MATERIALS, SUCH AS WOOD
PALLETS, WHERE ECONOMICALLY FEASIBLE.
3.04 STORAGE AND PROTECTION
A. DESIGNATE RECEIVING/STORAGE AREAS FOR INCOMING PRODUCTS
SO THAT THEY ARE DELIVERED ACCORDING TO INSTALLATION
SCHEDULE AND PLACED CONVENIENT TO WORK AREA IN ORDER TO
MINIMIZE WASTE DUE TO EXCESSIVE MATERIALS HANDLING AND
MISAPPLICATION.
B. STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH
MANUFACTURERS' INSTRUCTIONS.
C. STORE WITH SEALS AND LABELS INTACT AND LEGIBLE.
D. STORE SENSITIVE PRODUCTS IN WEATHER TIGHT, CLIMATE
CONTROLLED, ENCLOSURES IN AN ENVIRONMENT FAVORABLE TO
PRODUCT.
E. FOR EXTERIOR STORAGE OF FABRICATED PRODUCTS, PLACE ON
SLOPED SUPPORTS ABOVE GROUND.
F. COVER PRODUCTS SUBJECT TO DETERIORATION WITH IMPERVIOUS
SHEET COVERING. PROVIDE VENTILATION TO PREVENT
CONDENSATION AND DEGRADATION OF PRODUCTS.
G. PREVENT CONTACT WITH MATERIAL THAT MAY CAUSE CORROSION,
DISCOLORATION, OR STAINING.
H. PROVIDE EQUIPMENT AND PERSONNEL TO STORE PRODUCTS BY
METHODS TO PREVENT SOILING, DISFIGUREMENT, OR DAMAGE.
I. ARRANGE STORAGE OF PRODUCTS TO PERMIT ACCESS FOR
INSPECTION. PERIODICALLY INSPECT TO VERIFY PRODUCTS ARE
UNDAMAGED AND ARE MAINTAINED IN ACCEPTABLE CONDITION.
END OF SECTION
1 2 3 5
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SECTION 017300 - EXECUTION
PART 1 GENERAL
1.01 SUBMITTALS
A. SEE SECTION 013000 - ADMINISTRATIVE REQUIREMENTS, FOR
SUBMITTAL PROCEDURES.
B. SURVEY WORK: SUBMIT NAME, ADDRESS, AND TELEPHONE NUMBER
OF SURVEYOR BEFORE STARTING SURVEY WORK.
1. ON REQUEST, SUBMIT DOCUMENTATION VERIFYING
ACCURACY OF SURVEY WORK.
2. SUBMIT A COPY OF SITE DRAWING SIGNED BY THE LAND
SURVEYOR THAT THE ELEVATIONS AND LOCATIONS OF THE
WORK ARE IN CONFORMANCE WITH CONTRACT DOCUMENTS.
3. SUBMIT SURVEYS AND SURVEY LOGS FOR THE PROJECT
RECORD.
C. DEMOLITION PLAN: SUBMIT DEMOLITION PLAN AS SPECIFIED BY EPA,
OSHA AND GOVERNING AUTHORITIES.
1. INDICATE EXTENT OF DEMOLITION, REMOVAL SEQUENCE,
BRACING AND SHORING, AND LOCATION AND CONSTRUCTION
OF BARRICADES AND FENCES.
2. IDENTIFY DEMOLITION FIRM AND SUBMIT QUALIFICATIONS.
3. INCLUDE A SUMMARY OF SAFETY PROCEDURES.
4. INCLUDE SUMMARY OF DEMOLITION AND REMOVAL OF
ASBESTOS MATERIALS.
D. CUTTING AND PATCHING: SUBMIT WRITTEN REQUEST IN ADVANCE OF
CUTTING OR ALTERATION, WHICH AFFECTS:
1. STRUCTURAL INTEGRITY OF ANY ELEMENT OF PROJECT.
2. INTEGRITY OF WEATHER EXPOSED OR MOISTURE RESISTANT
ELEMENT.
3. EFFICIENCY, MAINTENANCE, OR SAFETY OF ANY OPERATIONAL
ELEMENT.
4. VISUAL QUALITIES OF SIGHT EXPOSED ELEMENTS.
5. WORK OF THE OWNER OR SEPARATE CONTRACTOR.
E. PROJECT RECORD DOCUMENTS: ACCURATELY RECORD ACTUAL
LOCATIONS OF CAPPED AND ACTIVE UTILITIES.
1.02 QUALIFICATIONS
A. FOR SURVEY WORK, EMPLOY A LAND SURVEYOR REGISTERED IN AND
ACCEPTABLE TO THE OWNER. SUBMIT EVIDENCE OF SURVEYOR'S
ERRORS AND OMISSIONS INSURANCE COVERAGE IN THE FORM OF AN
INSURANCE CERTIFICATE.
1.03 PROJECT CONDITIONS
A. PROTECT SITE FROM PUDDLING OR RUNNING WATER. PROVIDE
WATER BARRIERS AS REQUIRED TO PROTECT SITE FROM SOIL
EROSION.
B. VENTILATE ENCLOSED AREAS TO ASSIST CURE OF MATERIALS, TO
DISSIPATE HUMIDITY, AND TO PREVENT ACCUMULATION OF DUST,
FUMES, VAPORS, OR GASES.
C. DUST CONTROL: EXECUTE WORK BY METHODS TO MINIMIZE RAISING
DUST FROM CONSTRUCTION OPERATIONS. PROVIDE POSITIVE MEANS
TO PREVENT AIR-BORNE DUST FROM DISPERSING INTO ATMOSPHERE.
D. EROSION AND SEDIMENT CONTROL: PLAN AND EXECUTE WORK BY
METHODS TO CONTROL SURFACE DRAINAGE FROM CUTS AND FILLS,
FROM BORROW AND WASTE DISPOSAL AREAS. PREVENT EROSION
AND SEDIMENTATION.
E. PEST CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES TO
PREVENT PESTS AND INSECTS FROM DAMAGING THE WORK.
F. RODENT CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES TO
PREVENT RODENTS FROM ACCESSING OR INVADING PREMISES.
G. POLLUTION CONTROL: PROVIDE METHODS, MEANS, AND FACILITIES
TO PREVENT CONTAMINATION OF SOIL, WATER, AND ATMOSPHERE
FROM DISCHARGE OF NOXIOUS, TOXIC SUBSTANCES, AND
POLLUTANTS PRODUCED BY CONSTRUCTION OPERATIONS.
1.04 COORDINATION
A. COORDINATE SCHEDULING, SUBMITTALS, AND WORK OF THE VARIOUS
SECTIONS OF THE PROJECT MANUAL TO ENSURE EFFICIENT AND
ORDERLY SEQUENCE OF INSTALLATION OF INTERDEPENDENT
CONSTRUCTION ELEMENTS, WITH PROVISIONS FOR ACCOMMODATING
ITEMS INSTALLED LATER.
B. NOTIFY AFFECTED UTILITY COMPANIES AND COMPLY WITH THEIR
REQUIREMENTS.
C. VERIFY THAT UTILITY REQUIREMENTS AND CHARACTERISTICS OF NEW
OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES.
COORDINATE WORK OF VARIOUS SECTIONS HAVING
INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING
TO, AND PLACING IN SERVICE, SUCH EQUIPMENT.
D. COORDINATE SPACE REQUIREMENTS, SUPPORTS, AND INSTALLATION
OF MECHANICAL AND ELECTRICAL WORK WHICH ARE INDICATED
DIAGRAMMATICALLY ON DRAWINGS. FOLLOW ROUTING SHOWN FOR
PIPES, DUCTS, AND CONDUIT, AS CLOSELY AS PRACTICABLE, PLACE
RUNS PARALLEL WITH LINES OF BUILDING. UTILIZE SPACES
EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER
INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS.
E. IN FINISHED AREAS EXCEPT AS OTHERWISE INDICATED, CONCEAL
PIPES, DUCTS, AND WIRING WITHIN THE CONSTRUCTION.
COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISH
ELEMENTS.
F. COORDINATE COMPLETION AND CLEAN UP OF WORK OF SEPARATE
SECTIONS.
G. AFTER THE OWNER OCCUPANCY OF PREMISES, COORDINATE ACCESS
TO SITE FOR CORRECTION OF DEFECTIVE WORK AND WORK NOT IN
ACCORDANCE WITH CONTRACT DOCUMENTS, TO MINIMIZE
DISRUPTION OF THE OWNER'S ACTIVITIES.
PART 2 PRODUCTS
2.01 PATCHING MATERIALS
A. NEW MATERIALS: AS SPECIFIED IN PRODUCT SECTIONS, MATCH
EXISTING PRODUCTS AND WORK FOR PATCHING AND EXTENDING
WORK.
B. TYPE AND QUALITY OF EXISTING PRODUCTS: DETERMINE BY
INSPECTING AND TESTING PRODUCTS WHERE NECESSARY,
REFERRING TO EXISTING WORK AS A STANDARD.
C. PRODUCT SUBSTITUTION: FOR ANY PROPOSED CHANGE IN
MATERIALS, SUBMIT REQUEST FOR SUBSTITUTION DESCRIBED IN
SECTION 016000.
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY THAT EXISTING SITE CONDITIONS AND SUBSTRATE SURFACES
ARE ACCEPTABLE FOR SUBSEQUENT WORK. START OF WORK MEANS
ACCEPTANCE OF EXISTING CONDITIONS.
B. VERIFY THAT EXISTING SUBSTRATE IS CAPABLE OF STRUCTURAL
SUPPORT OR ATTACHMENT OF NEW WORK BEING APPLIED OR
ATTACHED.
C. EXAMINE AND VERIFY SPECIFIC CONDITIONS DESCRIBED IN
INDIVIDUAL SPECIFICATION SECTIONS.
D. TAKE FIELD MEASUREMENTS BEFORE CONFIRMING PRODUCT
ORDERS OR BEGINNING FABRICATION, TO MINIMIZE WASTE DUE TO
OVER-ORDERING OR MIS-FABRICATION.
E. VERIFY THAT UTILITY SERVICES ARE AVAILABLE, OF THE CORRECT
CHARACTERISTICS, AND IN THE CORRECT LOCATIONS.
F. PRIOR TO CUTTING: EXAMINE EXISTING CONDITIONS PRIOR TO
COMMENCING WORK, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR
MOVEMENT DURING CUTTING AND PATCHING. AFTER UNCOVERING
EXISTING WORK, ASSESS CONDITIONS AFFECTING PERFORMANCE OF
WORK. BEGINNING OF CUTTING OR PATCHING MEANS ACCEPTANCE
OF EXISTING CONDITIONS.
3.02 PREPARATION
A. CLEAN SUBSTRATE SURFACES PRIOR TO APPLYING NEXT MATERIAL
OR SUBSTANCE.
B. SEAL CRACKS OR OPENINGS OF SUBSTRATE PRIOR TO APPLYING
NEXT MATERIAL OR SUBSTANCE.
C. APPLY MANUFACTURER REQUIRED OR RECOMMENDED SUBSTRATE
PRIMER, SEALER, OR CONDITIONER PRIOR TO APPLYING ANY NEW
MATERIAL OR SUBSTANCE IN CONTACT OR BOND.
3.03 GENERAL INSTALLATION REQUIREMENTS
A. INSTALL PRODUCTS AS SPECIFIED IN INDIVIDUAL SECTIONS, IN
ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND
RECOMMENDATIONS, AND SO AS TO AVOID WASTE DUE TO
NECESSITY FOR REPLACEMENT.
B. MAKE VERTICAL ELEMENTS PLUMB AND HORIZONTAL ELEMENTS
LEVEL, UNLESS OTHERWISE INDICATED.
C. INSTALL EQUIPMENT AND FITTINGS PLUMB AND LEVEL, NEATLY
ALIGNED WITH ADJACENT VERTICAL AND HORIZONTAL LINES, UNLESS
OTHERWISE INDICATED.
D. MAKE CONSISTENT TEXTURE ON SURFACES, WITH SEAMLESS
TRANSITIONS, UNLESS OTHERWISE INDICATED.
E. MAKE NEAT TRANSITIONS BETWEEN DIFFERENT SURFACES,
MAINTAINING TEXTURE AND APPEARANCE.
3.04 ALTERATIONS
A. DRAWINGS SHOWING EXISTING CONSTRUCTION AND UTILITIES ARE
BASED ON EXISTING RECORD DOCUMENTS ONLY, EXISTING
CONSTRUCTION CONDITIONS HAVE NOT BEEN FIELD VERIFIED.
1. VERIFY THAT CONSTRUCTION AND UTILITY ARRANGEMENTS
ARE AS SHOWN.
2. REPORT DISCREPANCIES TO THE ARCHITECTS BEFORE
DISTURBING EXISTING INSTALLATION.
3. BEGINNING OF ALTERATIONS WORK CONSTITUTES
ACCEPTANCE OF EXISTING CONDITIONS.
B. MAINTAIN WEATHERPROOF EXTERIOR BUILDING ENCLOSURE EXCEPT
FOR INTERRUPTIONS REQUIRED FOR REPLACEMENT OR
MODIFICATIONS, TAKE CARE TO PREVENT WATER AND HUMIDITY
DAMAGE.
1. WHERE OPENINGS IN EXTERIOR ENCLOSURE EXIST, PROVIDE
CONSTRUCTION TO MAKE EXTERIOR ENCLOSURE
WEATHERPROOF.
2. INSULATE EXISTING DUCTS OR PIPES THAT ARE EXPOSED TO
OUTDOOR AMBIENT TEMPERATURES BY ALTERATIONS WORK.
C. REMOVE EXISTING WORK AS INDICATED AND AS REQUIRED TO
ACCOMPLISH NEW WORK.
1. REMOVE ROTTED WOOD, CORRODED METALS, AND
DETERIORATED MASONRY AND CONCRETE, REPLACE WITH
NEW CONSTRUCTION SPECIFIED.
2. REMOVE ITEMS INDICATED ON DRAWINGS.
3. RELOCATE ITEMS INDICATED ON DRAWINGS.
4. WHERE NEW SURFACE FINISHES ARE TO BE APPLIED TO
EXISTING WORK, PERFORM REMOVALS, PATCH, AND PREPARE
EXISTING SURFACES AS REQUIRED TO RECEIVE NEW FINISH,
REMOVE EXISTING FINISH IF NECESSARY FOR SUCCESSFUL
APPLICATION OF NEW FINISH.
5. WHERE NEW SURFACE FINISHES ARE NOT SPECIFIED OR
INDICATED, PATCH HOLES AND DAMAGED SURFACES TO
MATCH ADJACENT FINISHED SURFACES AS CLOSELY AS
POSSIBLE.
D. SERVICES (INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING,
ELECTRICAL, AND TELECOMMUNICATIONS): REMOVE, RELOCATE, AND
EXTEND EXISTING SYSTEMS TO ACCOMMODATE NEW CONSTRUCTION.
1. MAINTAIN EXISTING ACTIVE SYSTEMS THAT ARE TO REMAIN IN
OPERATION, MAINTAIN ACCESS TO EQUIPMENT AND
OPERATIONAL COMPONENTS, IF NECESSARY, MODIFY
INSTALLATION TO ALLOW ACCESS OR PROVIDE ACCESS PANEL.
2. WHERE EXISTING SYSTEMS OR EQUIPMENT ARE NOT ACTIVE
AND CONTRACT DOCUMENTS REQUIRE REACTIVATION, PUT
BACK INTO OPERATIONAL CONDITION, REPAIR SUPPLY,
DISTRIBUTION, AND EQUIPMENT AS REQUIRED.
3. WHERE EXISTING ACTIVE SYSTEMS SERVE OCCUPIED
FACILITIES BUT ARE TO BE REPLACED WITH NEW SERVICES,
MAINTAIN EXISTING SYSTEMS IN SERVICE UNTIL NEW SYSTEMS
ARE COMPLETE AND READY FOR SERVICE.
a. DISABLE EXISTING SYSTEMS ONLY TO MAKE
SWITCHOVERS AND CONNECTIONS, MINIMIZE DURATION
OF OUTAGES.
b. PROVIDE TEMPORARY CONNECTIONS AS REQUIRED TO
MAINTAIN EXISTING SYSTEMS IN SERVICE.
4. VERIFY THAT ABANDONED SERVICES SERVE ONLY
ABANDONED FACILITIES.
5. REMOVE ABANDONED PIPE, DUCTS, CONDUITS, AND
EQUIPMENT, REMOVE BACK TO SOURCE OF SUPPLY WHERE
POSSIBLE, OTHERWISE CAP STUB AND TAG WITH
IDENTIFICATION, PATCH HOLES LEFT BY REMOVAL USING
MATERIALS SPECIFIED FOR NEW CONSTRUCTION.
E. PROTECT EXISTING WORK TO REMAIN.
1. PREVENT MOVEMENT OF STRUCTURE, PROVIDE SHORING AND
BRACING IF NECESSARY.
2. PERFORM CUTTING TO ACCOMPLISH REMOVALS NEATLY AND
AS SPECIFIED FOR CUTTING NEW WORK.
3. REPAIR ADJACENT CONSTRUCTION AND FINISHES DAMAGED
DURING REMOVAL WORK.
4. PATCH AS SPECIFIED FOR PATCHING NEW WORK.
F. ADAPT EXISTING WORK TO FIT NEW WORK:
1. WHEN EXISTING FINISHED SURFACES ARE CUT SO THAT A
SMOOTH TRANSITION WITH NEW WORK IS NOT POSSIBLE,
TERMINATE EXISTING SURFACE ALONG A STRAIGHT LINE AT A
NATURAL LINE OF DIVISION AND MAKE RECOMMENDATION TO
THE ARCHITECTS.
3.05 CUTTING AND PATCHING
A. EXECUTE CUTTING AND PATCHING INCLUDING EXCAVATION AND FILL
TO COMPLETE THE WORK, TO UNCOVER WORK IN ORDER TO INSTALL
IMPROPERLY SEQUENCED WORK, TO REMOVE AND REPLACE
DEFECTIVE OR NON-CONFORMING WORK, TO REMOVE SAMPLES OF
INSTALLED WORK FOR TESTING WHEN REQUESTED, TO PROVIDE
OPENINGS IN THE WORK FOR PENETRATION OF MECHANICAL AND
ELECTRICAL WORK, TO EXECUTE PATCHING TO COMPLEMENT
ADJACENT WORK, AND TO FIT PRODUCTS TOGETHER TO INTEGRATE
WITH OTHER WORK.
B. EXECUTE WORK BY METHODS TO AVOID DAMAGE TO OTHER WORK,
AND WHICH WILL PROVIDE APPROPRIATE SURFACES TO RECEIVE
PATCHING AND FINISHING. IN EXISTING WORK, MINIMIZE DAMAGE AND
RESTORE TO ORIGINAL CONDITION.
C. EMPLOY ORIGINAL INSTALLER TO PERFORM CUTTING FOR WEATHER
EXPOSED AND MOISTURE RESISTANT ELEMENTS, AND SIGHT
EXPOSED SURFACES.
D. CUT RIGID MATERIALS USING MASONRY SAW OR CORE DRILL.
PNEUMATIC TOOLS NOT ALLOWED WITHOUT PRIOR APPROVAL.
E. RESTORE WORK WITH NEW PRODUCTS IN ACCORDANCE WITH
REQUIREMENTS OF CONTRACT DOCUMENTS.
F. FIT WORK AIR TIGHT TO PIPES, SLEEVES, DUCTS, CONDUIT, AND
OTHER PENETRATIONS THROUGH SURFACES.
G. REFINISH SURFACES TO MATCH ADJACENT FINISH. FOR CONTINUOUS
SURFACES, REFINISH TO NEAREST INTERSECTION OR NATURAL
BREAK. FOR AN ASSEMBLY, REFINISH ENTIRE UNIT.
H. MAKE NEAT TRANSITIONS. PATCH WORK TO MATCH ADJACENT WORK
IN TEXTURE AND APPEARANCE. WHERE NEW WORK ABUTS OR
ALIGNS WITH EXISTING, PERFORM A SMOOTH AND EVEN TRANSITION.
3.06 PROGRESS CLEANING
A. MAINTAIN AREAS FREE OF WASTE MATERIALS, DEBRIS, AND RUBBISH.
MAINTAIN SITE IN A CLEAN AND ORDERLY CONDITION.
B. REMOVE DEBRIS AND RUBBISH FROM PIPE CHASES, PLENUMS,
ATTICS, CRAWL SPACES, AND OTHER CLOSED OR REMOTE SPACES,
PRIOR TO ENCLOSING THE SPACE.
C. BROOM AND VACUUM CLEAN INTERIOR AREAS PRIOR TO START OF
SURFACE FINISHING, AND CONTINUE CLEANING TO ELIMINATE DUST.
D. COLLECT AND REMOVE WASTE MATERIALS, DEBRIS, AND
TRASH/RUBBISH FROM SITE PERIODICALLY AND DISPOSE OFF-SITE,
DO NOT BURN OR BURY.
3.07 PROTECTION OF INSTALLED WORK
A. PROTECT INSTALLED WORK FROM DAMAGE BY CONSTRUCTION
OPERATIONS.
B. PROVIDE SPECIAL PROTECTION WHERE SPECIFIED IN INDIVIDUAL
SPECIFICATION SECTIONS.
C. PROVIDE TEMPORARY AND REMOVABLE PROTECTION FOR INSTALLED
PRODUCTS. CONTROL ACTIVITY IN IMMEDIATE WORK AREA TO
PREVENT DAMAGE.
D. PROVIDE PROTECTIVE COVERINGS AT WALLS, PROJECTIONS, JAMBS,
SILLS, AND SOFFITS OF OPENINGS.
E. PROTECT FINISHED FLOORS, STAIRS, AND OTHER SURFACES FROM
TRAFFIC, DIRT, WEAR, DAMAGE, OR MOVEMENT OF HEAVY OBJECTS,
BY PROTECTING WITH DURABLE SHEET MATERIALS.
F. PROHIBIT TRAFFIC OR STORAGE UPON WATERPROOFED OR ROOFED
SURFACES. IF TRAFFIC OR ACTIVITY IS NECESSARY, OBTAIN
RECOMMENDATIONS FOR PROTECTION FROM WATERPROOFING OR
ROOFING MATERIAL MANUFACTURER.
G. REMOVE PROTECTIVE COVERINGS WHEN NO LONGER NEEDED,
REUSE OR RECYCLE PLASTIC COVERINGS IF POSSIBLE.
3.08 STARTING SYSTEMS
A. COORDINATE SCHEDULE FOR START-UP OF VARIOUS EQUIPMENT AND
SYSTEMS.
B. VERIFY THAT EACH PIECE OF EQUIPMENT OR SYSTEM HAS BEEN
CHECKED FOR PROPER LUBRICATION, DRIVE ROTATION, BELT
TENSION, CONTROL SEQUENCE, AND FOR CONDITIONS WHICH MAY
CAUSE DAMAGE.
C. VERIFY TESTS, METER READINGS, AND SPECIFIED ELECTRICAL
CHARACTERISTICS AGREE WITH THOSE REQUIRED BY THE
EQUIPMENT OR SYSTEM MANUFACTURER.
D. VERIFY THAT WIRING AND SUPPORT COMPONENTS FOR EQUIPMENT
ARE COMPLETE AND TESTED.
E. EXECUTE START-UP UNDER SUPERVISION OF APPLICABLE
PERSONNEL AND MANUFACTURER'S REPRESENTATIVE IN
ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS.
F. SUBMIT A WRITTEN REPORT THAT EQUIPMENT OR SYSTEM HAS BEEN
PROPERLY INSTALLED AND IS FUNCTIONING CORRECTLY.
3.09 DEMONSTRATION AND INSTRUCTION
A. DEMONSTRATE START-UP, OPERATION, CONTROL, ADJUSTMENT,
TROUBLE-SHOOTING, SERVICING, MAINTENANCE, AND SHUTDOWN OF
EACH ITEM OF EQUIPMENT AT SCHEDULED TIME, AT EQUIPMENT
LOCATION.
B. FOR EQUIPMENT OR SYSTEMS REQUIRING SEASONAL OPERATION,
PERFORM DEMONSTRATION FOR OTHER SEASON WITHIN SIX MONTHS.
C. PROVIDE A QUALIFIED PERSON WHO IS KNOWLEDGEABLE ABOUT THE
PROJECT TO PERFORM DEMONSTRATION AND INSTRUCTION OF
OWNER PERSONNEL.
3.10 ADJUSTING
A. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE
SMOOTH AND UNHINDERED OPERATION.
3.11 FINAL CLEANING
A. EXECUTE FINAL CLEAN UP PRIOR TO SUBSTANTIAL COMPLETION.
CLEANUP SHALL INCLUDE BUILDING AREA, CONSTRUCTION AREA
WITHIN WORK LIMITS AND CONSTRUCTION ACCESS ROUTES.
B. USE CLEANING MATERIALS THAT ARE NON-HAZARDOUS.
C. CLEAN INTERIOR AND EXTERIOR GLASS, SURFACES EXPOSED TO
VIEW, REMOVE TEMPORARY LABELS, STAINS AND FOREIGN
SUBSTANCES, POLISH TRANSPARENT AND GLOSSY SURFACES, WIPE
GYPSUM BOARD WALLS READY FOR TENANT PAINT FINISH, BROOM
CLEAN INTERIOR FLOOR SLAB
D. CLEAN EQUIPMENT AND FIXTURES TO A SANITARY CONDITION WITH
CLEANING MATERIALS APPROPRIATE TO THE SURFACE AND MATERIAL
BEING CLEANED.
E. CLEAN FILTERS OF OPERATING EQUIPMENT.
F. CLEAN DEBRIS FROM ROOFS, DOWNSPOUTS, AND DRAINAGE
SYSTEMS.
G. CLEAN SITE, SWEEP PAVED AREAS, RAKE CLEAN LANDSCAPED
SURFACES.
H. REMOVE WASTE, SURPLUS MATERIALS, TRASH/RUBBISH, AND
CONSTRUCTION FACILITIES FROM THE SITE, DISPOSE OF IN LEGAL
MANNER, DO NOT BURN OR BURY.
3.12 CLOSEOUT PROCEDURES
A. MAKE SUBMITTALS THAT ARE REQUIRED BY GOVERNING OR OTHER
AUTHORITIES.
1. PROVIDE COPIES TO THE ARCHITECTS AND THE OWNER.
B. NOTIFY THE ARCHITECTS AND THE OWNER WHEN WORK IS
CONSIDERED READY FOR SUBSTANTIAL COMPLETION.
C. SUBMIT WRITTEN CERTIFICATION THAT CONTRACT DOCUMENTS HAVE
BEEN REVIEWED, WORK HAS BEEN INSPECTED, AND THAT WORK IS
COMPLETE IN ACCORDANCE WITH CONTRACT DOCUMENTS AND
READY FOR THE ARCHITECTS'S AND THE OWNER'S REVIEW.
D. CORRECT ITEMS OF WORK LISTED IN EXECUTED CERTIFICATES OF
SUBSTANTIAL COMPLETION AND COMPLY WITH REQUIREMENTS FOR
ACCESS TO THE OWNER-OCCUPIED AREAS.
E. NOTIFY THE ARCHITECTS AND THE OWNER WHEN WORK IS
CONSIDERED FINALLY COMPLETE.
F. COMPLETE ITEMS OF WORK DETERMINED BY THE ARCHITECTS'S AND
THE OWNER'S FINAL INSPECTION.
END OF SECTION
SECTION 017700 - CLOSEOUT SUBMITTALS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. PROJECT RECORD DOCUMENTS.
B. OPERATION AND MAINTENANCE DATA.
C. WARRANTIES AND BONDS.
1.02 RELATED SECTIONS
A. SECTION 013000 - ADMINISTRATIVE REQUIREMENTS: SUBMITTALS
PROCEDURES, SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.
B. INDIVIDUAL PRODUCT SECTIONS: SPECIFIC REQUIREMENTS FOR
OPERATION AND MAINTENANCE DATA.
C. INDIVIDUAL PRODUCT SECTIONS: WARRANTIES REQUIRED FOR
SPECIFIC PRODUCTS OR WORK.
1.03 SUBMITTALS
A. PROJECT RECORD DOCUMENTS: SUBMIT DOCUMENTS TO THE
ARCHITECTS WITH CLAIM FOR FINAL APPLICATION FOR PAYMENT.
B. OPERATION AND MAINTENANCE DATA:
1. SUBMIT TWO COPIES OF PRELIMINARY DRAFT OR PROPOSED
FORMATS AND OUTLINES OF CONTENTS BEFORE START OF
WORK. THE ARCHITECTS WILL REVIEW DRAFT AND RETURN
ONE COPY WITH COMMENTS.
2. SUBMIT 1 COPY OF COMPLETED DOCUMENTS 15 DAYS PRIOR
TO FINAL INSPECTION. THIS COPY WILL BE REVIEWED AND
RETURNED AFTER FINAL INSPECTION, WITH THE ARCHITECTS
COMMENTS. REVISE CONTENT OF ALL DOCUMENT SETS AS
REQUIRED PRIOR TO FINAL SUBMISSION.
3. SUBMIT TWO SETS OF REVISED FINAL DOCUMENTS IN FINAL
FORM WITHIN 10 DAYS AFTER FINAL INSPECTION.
C. WARRANTIES AND BONDS:
1. FOR EQUIPMENT OR COMPONENT PARTS OF EQUIPMENT PUT
INTO SERVICE DURING CONSTRUCTION WITH THE OWNER'S
PERMISSION, SUBMIT DOCUMENTS WITHIN TEN DAYS AFTER
ACCEPTANCE.
2. MAKE OTHER SUBMITTALS WITHIN TEN DAYS AFTER DATE OF
SUBSTANTIAL COMPLETION, PRIOR TO FINAL APPLICATION FOR
PAYMENT.
3. FOR ITEMS OF WORK FOR WHICH ACCEPTANCE IS DELAYED
BEYOND DATE OF SUBSTANTIAL COMPLETION, SUBMIT WITHIN
TEN DAYS AFTER ACCEPTANCE, LISTING THE DATE OF
ACCEPTANCE AS THE BEGINNING OF THE WARRANTY PERIOD.
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS
A. MAINTAIN ON SITE ONE SET OF THE FOLLOWING RECORD
DOCUMENTS, RECORD ACTUAL REVISIONS TO THE WORK:
1. DRAWINGS.
2. SPECIFICATIONS.
3. ADDENDA.
4. CHANGE ORDERS AND OTHER MODIFICATIONS TO THE
CONTRACT.
5. REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES.
6. MANUFACTURER'S INSTRUCTION FOR ASSEMBLY,
INSTALLATION, AND ADJUSTING.
B. ENSURE ENTRIES ARE COMPLETE AND ACCURATE, ENABLING FUTURE
REFERENCE BY THE OWNER.
C. STORE RECORD DOCUMENTS SEPARATE FROM DOCUMENTS USED
FOR CONSTRUCTION.
D. RECORD INFORMATION CONCURRENT WITH CONSTRUCTION
PROGRESS.
E. SPECIFICATIONS: LEGIBLY MARK AND RECORD AT EACH PRODUCT
SECTION DESCRIPTION OF ACTUAL PRODUCTS INSTALLED, INCLUDING
THE FOLLOWING:
1. MANUFACTURER'S NAME AND PRODUCT MODEL AND NUMBER.
2. PRODUCT SUBSTITUTIONS OR ALTERNATES UTILIZED.
3. CHANGES MADE BY ADDENDA AND MODIFICATIONS.
F. RECORD DRAWINGS AND SHOP DRAWINGS: LEGIBLY MARK EACH ITEM
TO RECORD ACTUAL CONSTRUCTION INCLUDING:
1. MEASURED DEPTHS OF FOUNDATIONS IN RELATION TO FINISH
FIRST FLOOR DATUM.
2. MEASURED HORIZONTAL AND VERTICAL LOCATIONS OF
UNDERGROUND UTILITIES AND APPURTENANCES,
REFERENCED TO PERMANENT SURFACE IMPROVEMENTS.
3. MEASURED LOCATIONS OF INTERNAL UTILITIES AND
APPURTENANCES CONCEALED IN CONSTRUCTION,
REFERENCED TO VISIBLE AND ACCESSIBLE FEATURES OF THE
WORK.
4. FIELD CHANGES OF DIMENSION AND DETAIL.
5. DETAILS NOT ON ORIGINAL CONTRACT DRAWINGS.
3.02 OPERATION AND MAINTENANCE DATA
A. FOR EACH PRODUCT OR SYSTEM: LIST NAMES, ADDRESSES AND
TELEPHONE NUMBERS OF SUBCONTRACTORS AND SUPPLIERS,
INCLUDING LOCAL SOURCE OF SUPPLIES AND REPLACEMENT PARTS.
B. TYPED TEXT: AS REQUIRED TO SUPPLEMENT PRODUCT DATA.
PROVIDE LOGICAL SEQUENCE OF INSTRUCTIONS FOR EACH
PROCEDURE, INCORPORATING MANUFACTURER'S INSTRUCTIONS.
3.03 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS
A. FOR EACH ITEM OF EQUIPMENT AND EACH SYSTEM:
1. DESCRIPTION OF UNIT OR SYSTEM, AND COMPONENT PARTS.
2. IDENTIFY FUNCTION, NORMAL OPERATING CHARACTERISTICS,
AND LIMITING CONDITIONS.
3. INCLUDE PERFORMANCE CURVES, WITH ENGINEERING DATA
AND TESTS.
4. COMPLETE NOMENCLATURE AND MODEL NUMBER OF
REPLACEABLE PARTS.
B. OPERATING PROCEDURES: INCLUDE START-UP, BREAK-IN, AND
ROUTINE NORMAL OPERATING INSTRUCTIONS AND SEQUENCES.
INCLUDE REGULATION, CONTROL, STOPPING, SHUT-DOWN, AND
EMERGENCY INSTRUCTIONS. INCLUDE SUMMER, WINTER, AND ANY
SPECIAL OPERATING INSTRUCTIONS.
C. MAINTENANCE REQUIREMENTS: INCLUDE ROUTINE PROCEDURES
AND GUIDE FOR PREVENTATIVE MAINTENANCE AND TROUBLE
SHOOTING, DISASSEMBLY, REPAIR, AND REASSEMBLY INSTRUCTIONS,
AND ALIGNMENT, ADJUSTING, BALANCING, AND CHECKING
INSTRUCTIONS.
D. PROVIDE SERVICING AND LUBRICATION SCHEDULE, AND LIST OF
LUBRICANTS REQUIRED.
E. INCLUDE MANUFACTURER'S PRINTED OPERATION AND MAINTENANCE
INSTRUCTIONS.
F. INCLUDE SEQUENCE OF OPERATION BY CONTROLS MANUFACTURER.
G. PROVIDE ORIGINAL MANUFACTURER'S PARTS LIST, ILLUSTRATIONS,
ASSEMBLY DRAWINGS, AND DIAGRAMS REQUIRED FOR MAINTENANCE.
H. ADDITIONAL REQUIREMENTS: AS SPECIFIED IN INDIVIDUAL PRODUCT
SPECIFICATION SECTIONS.
3.04 OPERATION AND MAINTENANCE MANUALS
A. PREPARE INSTRUCTIONS AND DATA BY PERSONNEL EXPERIENCED IN
MAINTENANCE AND OPERATION OF DESCRIBED PRODUCTS.
B. PREPARE DATA IN THE FORM OF AN INSTRUCTIONAL MANUAL.
C. BINDERS: COMMERCIAL QUALITY, 8-1/2 X 11 INCH (216 X 280 MM)
THREE D SIDE RING BINDERS WITH DURABLE PLASTIC COVERS, 2 INCH
(50 MM) MAXIMUM RING SIZE. WHEN MULTIPLE BINDERS ARE USED,
CORRELATE DATA INTO RELATED CONSISTENT GROUPINGS.
D. PROVIDE TABBED DIVIDERS FOR EACH SEPARATE PRODUCT AND
SYSTEM, WITH TYPED DESCRIPTION OF PRODUCT AND MAJOR
COMPONENT PARTS OF EQUIPMENT.
3.05 WARRANTIES AND BONDS
A. OBTAIN WARRANTIES AND BONDS, EXECUTED IN DUPLICATE BY
RESPONSIBLE SUBCONTRACTORS, SUPPLIERS, AND
MANUFACTURERS, WITHIN TEN DAYS AFTER COMPLETION OF THE
APPLICABLE ITEM OF WORK. EXCEPT FOR ITEMS PUT INTO USE WITH
THE OWNER'S PERMISSION, LEAVE DATE OF BEGINNING OF TIME OF
WARRANTY UNTIL THE DATE OF SUBSTANTIAL COMPLETION IS
DETERMINED.
B. VERIFY THAT DOCUMENTS ARE IN PROPER FORM, CONTAIN FULL
INFORMATION, AND ARE NOTARIZED.
C. CO-EXECUTE SUBMITTALS WHEN REQUIRED.
D. RETAIN WARRANTIES AND BONDS UNTIL TIME SPECIFIED FOR
SUBMITTAL.
END OF SECTION
SECTION 022000 - SITE PREPARATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. BUILDING DEMOLITION.
B. SELECTIVE DEMOLITION OF BUILT SITE ELEMENTS.
C. ABANDONMENT AND REMOVAL OF EXISTING UTILITIES AND UTILITY
STRUCTURES.
1.02 REFERENCES
A. 29 CFR 1926 - U.S. OCCUPATIONAL SAFETY AND HEALTH STANDARDS,
CURRENT EDITION.
B. NFPA 241 - STANDARD FOR SAFEGUARDING CONSTRUCTION,
ALTERATION, AND DEMOLITION OPERATIONS, 2000.
1.03 SUBMITTALS
A. SEE SECTION 013000 - ADMINISTRATIVE REQUIREMENTS, FOR
SUBMITTAL PROCEDURES.
B. PROJECT RECORD DOCUMENTS: ACCURATELY RECORD ACTUAL
LOCATIONS OF CAPPED AND ACTIVE UTILITIES AND SUBSURFACE
CONSTRUCTION.
1.04 PROJECT CONDITIONS
A. MINIMIZE PRODUCTION OF DUST DUE TO DEMOLITION OPERATIONS,
DO NOT USE WATER IF THAT WILL RESULT IN ICE, FLOODING,
SEDIMENTATION OF PUBLIC WATERWAYS OR STORM SEWERS, OR
OTHER POLLUTION.
B. COMPLY WITH OTHER REQUIREMENTS SPECIFIED IN SECTION 017300.
PART 2 PRODUCTS
2.01 MATERIALS
A. FILL MATERIAL: AS SPECIFIED IN SECTION 02315 - FILL AND BACKFILL
PART 3 EXECUTION
3.01 EXISTING UTILITIES
A. COORDINATE WORK WITH UTILITY COMPANIES, NOTIFY BEFORE
STARTING WORK AND COMPLY WITH THEIR REQUIREMENTS, OBTAIN
REQUIRED PERMITS.
B. PROTECT EXISTING UTILITIES TO REMAIN FROM DAMAGE.
C. DO NOT DISRUPT PUBLIC UTILITIES WITHOUT PERMIT FROM
AUTHORITY HAVING JURISDICTION.
D. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING LIFE SAFETY
SYSTEMS THAT ARE IN USE WITHOUT PRIOR WRITTEN NOTIFICATION
TO THE OWNER.
E. DO NOT CLOSE, SHUT OFF, OR DISRUPT EXISTING UTILITY BRANCHES
OR TAKE-OFFS THAT ARE IN USE WITHOUT PRIOR WRITTEN
NOTIFICATION TO THE OWNER.
F. LOCATE AND MARK UTILITIES TO REMAIN, MARK USING HIGHLY
VISIBLE TAGS OR FLAGS, WITH IDENTIFICATION OF UTILITY TYPE,
PROTECT FROM DAMAGE DUE TO SUBSEQUENT CONSTRUCTION,
USING SUBSTANTIAL BARRICADES IF NECESSARY.
G. REMOVE EXPOSED PIPING, VALVES, METERS, EQUIPMENT, SUPPORTS,
AND FOUNDATIONS OF DISCONNECTED AND ABANDONED UTILITIES.
H. PREPARE BUILDING DEMOLITION AREAS BY DISCONNECTING AND
CAPPING UTILITIES OUTSIDE THE DEMOLITION ZONE, IDENTIFY AND
MARK UTILITIES TO BE SUBSEQUENTLY RECONNECTED, IN SAME
MANNER AS OTHER UTILITIES TO REMAIN.
3.02 EXISTING BUILT ELEMENTS
A. SCOPE:
1. REMOVE THE BUILDING CONSTRUCTION WHERE REQUIRED TO
ACCOMMODATE NEW BUILDING CONSTRUCTION.
2. REMOVE OTHER ITEMS INDICATED, FOR SALVAGE AND REUSE
AND REINSTALLATION.
3. FILL EXCAVATIONS, OPEN PITS, AND HOLES IN GROUND AREAS
GENERATED AS RESULT OF REMOVALS, USING SPECIFIED FILL,
COMPACT FILL AS REQUIRED SO THAT REQUIRED ROUGH
GRADE ELEVATIONS DO NOT SUBSIDE WITHIN ONE YEAR
AFTER COMPLETION.
B. COMPLY WITH APPLICABLE CODES AND REGULATIONS FOR
DEMOLITION OPERATIONS AND SAFETY OF ADJACENT STRUCTURES
AND THE PUBLIC.
1. OBTAIN REQUIRED PERMITS.
2. COMPLY WITH APPLICABLE REQUIREMENTS OF NFPA 241.
3. USE OF EXPLOSIVES IS NOT PERMITTED.
4. TAKE PRECAUTIONS TO PREVENT CATASTROPHIC OR
UNCONTROLLED COLLAPSE OF STRUCTURES TO BE REMOVED,
DO NOT ALLOW WORKER OR PUBLIC ACCESS WITHIN RANGE
OF POTENTIAL COLLAPSE OF UNSTABLE STRUCTURES.
5. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND
SECURITY DEVICES.
6. USE PHYSICAL BARRIERS TO PREVENT ACCESS TO AREAS
THAT COULD BE HAZARDOUS TO WORKERS OR THE PUBLIC.
7. CONDUCT OPERATIONS TO MINIMIZE EFFECTS ON AND
INTERFERENCE WITH ADJACENT STRUCTURES AND
OCCUPANTS.
8. DO NOT CLOSE OR OBSTRUCT ROADWAYS OR SIDEWALKS
WITHOUT PERMIT.
9. CONDUCT OPERATIONS TO MINIMIZE OBSTRUCTION OF PUBLIC
AND PRIVATE ENTRANCES AND EXITS, DO NOT OBSTRUCT
REQUIRED EXITS AT ANY TIME, PROTECT PERSONS USING
ENTRANCES AND EXITS FROM REMOVAL OPERATIONS.
10. OBTAIN WRITTEN PERMISSION FROM OWNERS OF ADJACENT
PROPERTIES WHEN DEMOLITION EQUIPMENT WILL TRAVERSE,
INFRINGE UPON OR LIMIT ACCESS TO THEIR PROPERTY.
C. PROTECT EXISTING STRUCTURES AND OTHER ELEMENTS THAT ARE
NOT TO BE REMOVED.
1. PROVIDE BRACING AND SHORING.
2. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT
STRUCTURES.
3. STOP WORK IMMEDIATELY IF ADJACENT STRUCTURES APPEAR
TO BE IN DANGER.
D. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING REMOVAL
OPERATIONS, STOP WORK AND NOTIFY THE ARCHITECTS AND THE
OWNER, HAZARDOUS MATERIALS INCLUDE REGULATED ASBESTOS
CONTAINING MATERIALS, LEAD, PCB'S, AND MERCURY.
E. PARTIAL REMOVAL OF PAVING AND CURBS: NEATLY SAW CUT AT
RIGHT ANGLE TO SURFACE.
3.03 DEBRIS
A. REMOVE DEBRIS, JUNK, AND TRASH FROM SITE.
3.04 WASTE REMOVAL
A. REMOVE FROM SITE ALL MATERIALS NOT TO BE REUSED ON SITE, DO
NOT BURN OR BURY.
B. LEAVE SITE IN CLEAN CONDITION, READY FOR SUBSEQUENT WORK.
C. CLEAN UP SPILLAGE AND WIND-BLOWN DEBRIS FROM PUBLIC AND
PRIVATE LANDS.
END OF SECTION
SECTION 02315 - FILL AND BACKFILL
PART 1 GENERAL
1.01 SECTION INCLUDES
A. APPROPRIATE BACKFILL AND FILL MATERIAL FOR SITE PREPARATION
PART 2 PRODUCTS
2.01 BACKFILL
A. SUITABLE MATERIAL SHALL BE FREE OF LARGE LUMPS OR CLODS,
WHICH WILL NOT READILY BREAK DOWN UNDER COMPACTION.
B. SHALL BE FREE OF VEGETATION OR OTHER EXTRANEOUS MATERIAL.
C. MAY BE SUBJECT TO APPROVAL BY THE ENGINEER
2.02 TOPSOIL
D. TOP 3" OF FINISH EARTH GRADE SHALL BE TOP SOIL WITH NO
EXCESSIVE CLODS.
END OF SECTION
SECTION 024100 - DEMOLITION
PART 1 GENERAL
1.01 DESCRIPTION
A. THIS SECTION SPECIFIES DEMOLITION AND REMOVAL OF WALK,
CURBS, SLABS, PORTIONS OF BUILDINGS, UTILITIES, OTHER
STRUCTURES FROM BUILDING
1.02 PROTECTION
A. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS
TO PERSONS AND PROPERTY; TO MINIMIZE INTERFERENCE WITH USE
OF ADJACENT AREAS, UTILITIES AND STRUCTURES OR INTERRUPTION
OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE TO AND
FROM SUCH ADJACENT AREAS OF STRUCTURES. COMPLY WITH
REQUIREMENTS OF GENERAL CONDITIONS ARTICLE, ACCIDENT
PREVENTION.
B. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES,
TEMPORARY FENCES, WARNING LIGHTS, AND OTHER SIMILAR ITEMS
THAT ARE REQUIRED FOR PROTECTION OF ALL PERSONNEL DURING
DEMOLITION AND REMOVAL OPERATIONS.
C. MAINTAIN FENCES, BARRICADES, LIGHTS, AND OTHER SIMILAR ITEMS
AROUND EXPOSED EXCAVATIONS UNTIL SUCH EXCAVATIONS HAVE
BEEN COMPLETELY FILLED.
D. PREVENT SPREAD OF FLYING PARTICLES AND DUST. KEEP DUST TO A
MINIMUM.
E. LOCAL FIRE AND SAFETY RULES TO BE OBSERVED IN PERFORMANCE
OF WORK, INCLUDE FOLLOWING:
1. WHEREVER A CUTTING TORCH OR OTHER EQUIPMENT THAT
MIGHT CAUSE A FIRE IS USED, PROVIDE AND MAINTAIN FIRE
EXTINGUISHERS NEARBY READY FOR IMMEDIATE USE.
INSTRUCT ALL POSSIBLE USERS IN USE OF FIRE
EXTINGUISHERS.
2. KEEP HYDRANTS CLEAR AND ACCESSIBLE AT ALL TIMES.
PROHIBIT DEBRIS FROM ACCUMULATING WITHIN A RADIUS OF
4500 MM (15 FEET) OF FIRE HYDRANTS.
F. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR
SHALL SURVEY THE SITE AND EXAMINE THE DRAWINGS AND
SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. THE
CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID
DAMAGES TO EXISTING ITEMS TO REMAIN IN PLACE, TO BE REUSED,
OR TO REMAIN THE PROPERTY OF THE TENANT OR LANDLORD. THE
CONTRACTOR SHALL COORDINATE THE WORK OF THIS SECTION WITH
ALL OTHER WORK AND SHALL CONSTRUCT AND MAINTAIN SHORING,
BRACING, AND SUPPORTS AS REQUIRED. THE CONTRACTOR SHALL
ENSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND
SHALL BE RESPONSIBLE FOR INCREASING STRUCTURAL SUPPORTS
OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF
ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED UNDER
THIS CONTRACT. DO NOT OVERLOAD STRUCTURAL ELEMENTS.
PROVIDE NEW SUPPORTS AND REINFORCEMENT FOR EXISTING
CONSTRUCTION WEAKENED BY DEMOLITION OR REMOVAL WORKS.
REPAIRS, REINFORCEMENT, OR STRUCTURAL REPLACEMENT MUST
HAVE RESIDENT ENGINEER'S APPROVAL.
1.03 UTILITY SERVICES
A. DEMOLISH AND REMOVE OUTSIDE UTILITY SERVICE LINES SHOWN TO
BE REMOVED.
B. REMOVE ABANDONED UTILITY LINES THAT WOULD INTERFERE WITH
INSTALLATION OF NEW UTILITY LINES AND NEW CONSTRUCTION.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION
3.01 DEMOLITION
A. DEBRIS, INCLUDING BRICK, CONCRETE, STONE, METALS AND SIMILAR
MATERIALS SHALL BECOME PROPERTY OF CONTRACTOR AND SHALL
BE DISPOSED OF BY HIM DAILY TO AVOID ACCUMULATION AT THE
DEMOLITION SITE. MATERIALS THAT CANNOT BE REMOVED DAILY
SHALL BE STORED IN AREAS SPECIFIED BY LANDLORD. BREAK UP
CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL
FROM PRESENT LOCATION INTO PIECES NOT EXCEEDING 600 MM (24
INCHES) SQUARE TO PERMIT DRAINAGE. CONTRACTOR SHALL
DISPOSE DEBRIS IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE
OR LOCAL PERMITS, RULES AND/OR REGULATIONS.
B. REMOVE AND LEGALLY DISPOSE OF ALL MATERIALS, FROM ANY
TRASH DUMPS ON SITE. MATERIALS REMOVED SHALL BECOME
PROPERTY OF CONTRACTOR AND SHALL BE DISPOSED OF IN
COMPLIANCE WITH APPLICABLE FEDERAL, STATE OR LOCAL PERMITS,
RULES AND/OR REGULATIONS.
3.02 CLEAN UP
A. ON COMPLETION OF WORK OF THIS SECTION AND AFTER REMOVAL OF
ALL DEBRIS, LEAVE SITE IN CLEAN CONDITION SATISFACTORY TO
START CONSTRUCTION OF TENANT PROPERTY.
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SECTION 033000 - CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.01 SUMMARY
A. THIS SECTION SPECIFIES CAST-IN PLACE CONCRETE, INCLUDING
FORMWORK, REINFORCEMENT, CONCRETE MATERIALS, MIXTURE
DESIGN, PLACEMENT PROCEDURES, AND FINISHES.
1.02 QUALITY ASSURANCE
A. MANUFACTURER QUALIFICATIONS: A FIRM EXPERIENCED IN
MANUFACTURING READY-MIXED CONCRETE PRODUCTS AND THAT
COMPLIES WITH ASTM C 94/C 94M REQUIREMENTS FOR PRODUCTION
FACILITIES AND EQUIPMENT.
1. MANUFACTURER CERTIFIED ACCORDING TO NRMCA'S
"CERTIFICATION OF READY MIXED CONCRETE PRODUCTION
FACILITIES."
B. ACI PUBLICATIONS: COMPLY WITH THE FOLLOWING UNLESS MODIFIED
BY REQUIREMENTS IN THE CONTRACT DOCUMENTS:
1. ACI 301, "SPECIFICATION FOR STRUCTURAL CONCRETE,"
SECTIONS 1 THROUGH 5.
2. ACI 117, "SPECIFICATIONS FOR TOLERANCES FOR CONCRETE
CONSTRUCTION AND MATERIALS."
PART 2 - PRODUCTS
2.01 STEEL REINFORCEMENT
A. REINFORCING BARS: ASTM A 615/A 615M, GRADE 60, DEFORMED.
B. PLAIN-STEEL WELDED WIRE REINFORCEMENT: ASTM A 185, PLAIN,
FABRICATED FROM AS-DRAWN STEEL WIRE INTO FLAT SHEETS.
C. BAR SUPPORTS: BOLSTERS, CHAIRS, SPACERS, AND OTHER DEVICES
FOR SPACING, SUPPORTING, AND FASTENING REINFORCING BARS
AND WELDED WIRE REINFORCEMENT IN PLACE. MANUFACTURE BAR
SUPPORTS FROM STEEL WIRE, PLASTIC, OR PRECAST CONCRETE
ACCORDING TO CRSI'S "MANUAL OF STANDARD PRACTICE."
2.02 CONCRETE MATERIALS
A. CEMENTITIOUS MATERIAL: USE THE FOLLOWING CEMENTITIOUS
MATERIALS, OF THE SAME TYPE, BRAND, AND SOURCE, THROUGHOUT
PROJECT:
1. PORTLAND CEMENT: ASTM C 150, TYPE I.
B. NORMAL-WEIGHT AGGREGATES: ASTM C 33, GRADED, 1-INCH (25-MM)
NOMINAL MAXIMUM COARSE-AGGREGATE SIZE.
1. FINE AGGREGATE: FREE OF MATERIALS WITH DELETERIOUS
REACTIVITY TO ALKALI IN CEMENT.
C. WATER: ASTM C 94/C 94M AND POTABLE.
D. AIR-ENTRAINING ADMIXTURE: ASTM C 260.
E. CHEMICAL ADMIXTURES: PROVIDE ADMIXTURES CERTIFIED BY
MANUFACTURER TO BE COMPATIBLE WITH OTHER ADMIXTURES AND
THAT WILL NOT CONTRIBUTE WATER-SOLUBLE CHLORIDE IONS
EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE. DO NOT
USE CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM
CHLORIDE.
1. WATER-REDUCING ADMIXTURE: ASTM C 494/C 494M, TYPE A.
2. RETARDING ADMIXTURE: ASTM C 494/C 494M, TYPE B.
3. WATER-REDUCING AND RETARDING ADMIXTURE: ASTM C 494/C
494M, TYPE D.
4. HIGH-RANGE, WATER-REDUCING ADMIXTURE: ASTM C 494/C
494M, TYPE F.
5. HIGH-RANGE, WATER-REDUCING AND RETARDING ADMIXTURE:
ASTM C 494/C 494M, TYPE G.
6. PLASTICIZING AND RETARDING ADMIXTURE: ASTM C 1017/C
1017M, TYPE II.
2.03 VAPOR RETARDERS
A. PLASTIC VAPOR RETARDER: ASTM E 1745, CLASS B. INCLUDE
MANUFACTURER'S RECOMMENDED ADHESIVE OR
PRESSURE-SENSITIVE TAPE.
2.04 CURING MATERIALS
A. EVAPORATION RETARDER: WATERBORNE, MONOMOLECULAR FILM
FORMING, MANUFACTURED FOR APPLICATION TO FRESH CONCRETE.
B. ABSORPTIVE COVER: AASHTO M 182, CLASS 2, BURLAP CLOTH MADE
FROM JUTE OR KENAF, WEIGHING APPROXIMATELY 9 OZ./SQ. YD. (305
G/SQ. M) WHEN DRY.
C. MOISTURE-RETAINING COVER: ASTM C 171, POLYETHYLENE FILM OR
WHITE BURLAP-POLYETHYLENE SHEET.
D. WATER: POTABLE.
2.05 RELATED MATERIALS
A. EXPANSION- AND ISOLATION-JOINT-FILLER STRIPS: ASTM D 1751,
ASPHALT-SATURATED CELLULOSIC FIBER.
2.06 CONCRETE MIXTURES
A. PREPARE DESIGN MIXTURES FOR EACH TYPE AND STRENGTH OF
CONCRETE, PROPORTIONED ON THE BASIS OF LABORATORY TRIAL
MIXTURE OR FIELD TEST DATA, OR BOTH, ACCORDING TO ACI 301.
B. PROPORTION NORMAL-WEIGHT CONCRETE MIXTURE AS FOLLOWS:
1. MINIMUM COMPRESSIVE STRENGTH: 3000 PSI (27.6 MPA) AT 28
DAYS.
2. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO: 0.45.
3. SLUMP LIMIT: 5 INCHES (125 MM), PLUS OR MINUS 1 INCH (25
MM).
4. AIR CONTENT: 6 PERCENT, PLUS OR MINUS 1.5 PERCENT AT
POINT OF DELIVERY FOR 1-INCH (25-MM) NOMINAL MAXIMUM
AGGREGATE SIZE.
5. AIR CONTENT: DO NOT ALLOW AIR CONTENT OF TROWELED
FINISHED FLOORS TO EXCEED 3 PERCENT.
PART 3 - EXECUTION
3.01 FORMWORK
A. DESIGN, ERECT, SHORE, BRACE, AND MAINTAIN FORMWORK
ACCORDING TO ACI 301 TO SUPPORT VERTICAL, LATERAL, STATIC,
AND DYNAMIC LOADS, AND CONSTRUCTION LOADS THAT MIGHT BE
APPLIED, UNTIL STRUCTURE CAN SUPPORT SUCH LOADS.
3.02 STEEL REINFORCEMENT
A. GENERAL: COMPLY WITH CRSI'S "MANUAL OF STANDARD PRACTICE"
FOR PLACING REINFORCEMENT.
1. DO NOT CUT OR PUNCTURE VAPOR RETARDER. REPAIR
DAMAGE AND RESEAL VAPOR RETARDER BEFORE PLACING
CONCRETE.
3.03 JOINTS
A. GENERAL: CONSTRUCT JOINTS TRUE TO LINE WITH FACES
PERPENDICULAR TO SURFACE PLANE OF CONCRETE.
B. CONSTRUCTION JOINTS: INSTALL SO STRENGTH AND APPEARANCE
OF CONCRETE ARE NOT IMPAIRED, AT LOCATIONS INDICATED OR AS
APPROVED BY ARCHITECT.
C. CONTRACTION JOINTS IN SLABS-ON-GRADE: FORM WEAKENED-PLANE
CONTRACTION JOINTS, SECTIONING CONCRETE INTO AREAS AS
INDICATED. CONSTRUCT CONTRACTION JOINTS FOR A DEPTH EQUAL
TO AT LEAST ONE-FOURTH OF CONCRETE THICKNESS AS FOLLOWS:
1. GROOVED JOINTS: FORM CONTRACTION JOINTS AFTER INITIAL
FLOATING BY GROOVING AND FINISHING EACH EDGE OF JOINT
TO A RADIUS OF 1/8 INCH (3.2 MM). REPEAT GROOVING OF
CONTRACTION JOINTS AFTER APPLYING SURFACE FINISHES.
ELIMINATE GROOVER TOOL MARKS ON CONCRETE SURFACES.
2. SAWED JOINTS: FORM CONTRACTION JOINTS WITH POWER
SAWS EQUIPPED WITH SHATTERPROOF ABRASIVE OR
DIAMOND-RIMMED BLADES. CUT 1/8-INCH- (3.2-MM-) WIDE
JOINTS INTO CONCRETE WHEN CUTTING ACTION WILL NOT
TEAR, ABRADE, OR OTHERWISE DAMAGE SURFACE AND
BEFORE CONCRETE DEVELOPS RANDOM CONTRACTION
CRACKS.
D. ISOLATION JOINTS IN SLABS-ON-GRADE: AFTER REMOVING
FORMWORK, INSTALL JOINT-FILLER STRIPS AT SLAB JUNCTIONS WITH
VERTICAL SURFACES, SUCH AS COLUMN PEDESTALS, FOUNDATION
WALLS, GRADE BEAMS, AND OTHER LOCATIONS, AS INDICATED.
3.04 CONCRETE PLACEMENT
A. BEFORE PLACING CONCRETE, VERIFY THAT INSTALLATION OF
FORMWORK, REINFORCEMENT, AND EMBEDDED ITEMS IS COMPLETE
AND THAT REQUIRED INSPECTIONS HAVE BEEN PERFORMED.
1. DEPOSIT CONCRETE CONTINUOUSLY IN ONE LAYER.
B. PLACE CONCRETE OVER COMPACTED SUB-GRADE, MINIMUM 95%
DENSITY PER ASTM D1557. SUBMIT TEST REPORT TO OWNER.
3.05 FINISHING FLOORS AND SLABS
A. GENERAL: COMPLY WITH ACI 302.1R RECOMMENDATIONS FOR
SCREEDING, RESTRAIGHTENING, AND FINISHING OPERATIONS FOR
CONCRETE SURFACES. DO NOT WET CONCRETE SURFACES.
B. FLOAT FINISH: CONSOLIDATE SURFACE WITH POWER-DRIVEN FLOATS
OR BY HAND FLOATING IF AREA IS SMALL OR INACCESSIBLE TO
POWER DRIVEN FLOATS. RESTRAIGHTEN, CUT DOWN HIGH SPOTS,
AND FILL LOW SPOTS. REPEAT FLOAT PASSES AND
RESTRAIGHTENING UNTIL SURFACE IS LEFT WITH A UNIFORM,
SMOOTH, GRANULAR TEXTURE.
C. TROWEL FINISH: AFTER APPLYING FLOAT FINISH, APPLY FIRST
TROWELING AND CONSOLIDATE CONCRETE BY HAND OR
POWER-DRIVEN TROWEL. CONTINUE TROWELING PASSES AND
RESTRAIGHTEN UNTIL SURFACE IS FREE OF TROWEL MARKS AND
UNIFORM IN TEXTURE AND APPEARANCE. GRIND SMOOTH ANY
SURFACE DEFECTS THAT WOULD TELEGRAPH THROUGH APPLIED
COATINGS OR FLOOR COVERINGS.
D. BROOM FINISH: APPLY A BROOM FINISH TO EXTERIOR CONCRETE
PLATFORMS, STEPS, AND RAMPS, AND ELSEWHERE AS INDICATED.
3.06 CONCRETE PROTECTING AND CURING
A. GENERAL: PROTECT FRESHLY PLACED CONCRETE FROM PREMATURE
DRYING AND EXCESSIVE COLD OR HOT TEMPERATURES. COMPLY
WITH ACI 306.1 FOR COLD-WEATHER PROTECTION AND ACI 301 FOR
HOT-WEATHER PROTECTION DURING CURING.
END OF SECTION 033000
SECTION 042000 - UNIT MASONRY
PART 1 - GENERAL
1.1 SUMMARY
A. THIS SECTION INCLUDES UNIT MASONRY ASSEMBLIES CONSISTING OF
THE FOLLOWING,
1. CONCRETE MASONRY UNITS (CMUS).
2. DECORATIVE CONCRETE MASONRY UNITS.
3. PRE-FACED CONCRETE MASONRY UNITS.
4. CONCRETE BRICK.
5. FACE BRICK.
6. HOLLOW BRICK.
7. OTHER MATERIALS NECESSARY TO MATCH EXISTING BUILDING
CONSTRUCTION.
1.2 PROJECT CONDITIONS
A. COLD-WEATHER REQUIREMENTS: DO NOT USE FROZEN MATERIALS
OR MATERIALS MIXED OR COATED WITH ICE OR FROST. DO NOT BUILD
ON FROZEN SUBSTRATES. REMOVE AND REPLACE UNIT MASONRY
DAMAGED BY FROST OR BY FREEZING CONDITIONS. COMPLY WITH
COLD-WEATHER CONSTRUCTION REQUIREMENTS CONTAINED IN ACI
530.1/ASCE 6/TMS 602.
B. HOT-WEATHER REQUIREMENTS: COMPLY WITH HOT-WEATHER
CONSTRUCTION REQUIREMENTS CONTAINED IN ACI 530.1/ASCE 6/TMS
602.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. IN OTHER PART 2 ARTICLES WHERE TITLES BELOW INTRODUCE LISTS,
THE FOLLOWING REQUIREMENTS APPLY TO PRODUCT SELECTION:
1. PROVIDE PRODUCTS FROM MANUFACTURERS THAT MEET
REQUIREMENTS.
2.2 COLORS, TEXTURES, AND PATTERNS
A. AS SCHEDULED ON DRAWINGS.
2.3 CONCRETE MASONRY UNITS (CMUS)
A. SHAPES: PROVIDE SPECIAL SHAPES FOR LINTELS, CORNERS, JAMBS,
SASHES, MOVEMENT JOINTS, HEADERS, BONDING, AND OTHER
SPECIAL CONDITIONS.
B. CONCRETE MASONRY UNITS: ASTM C 90.
1. WEIGHT CLASSIFICATION: NORMAL WEIGHT.
2.4 BRICK
A. GENERAL: PROVIDE SHAPES INDICATED AND AS FOLLOWS:
1. FOR ENDS OF SILLS AND CAPS AND FOR SIMILAR
APPLICATIONS THAT WOULD OTHERWISE EXPOSE UNFINISHED
BRICK SURFACES, PROVIDE UNITS WITHOUT CORES OR FROGS
AND WITH EXPOSED SURFACES FINISHED. WHERE REQUIRED
TO MATCH EXISTING.
2. PROVIDE SPECIAL SHAPES FOR APPLICATIONS WHERE SHAPES
PRODUCED BY SAWING WOULD RESULT IN SAWED SURFACES
BEING EXPOSED TO VIEW.
B. FACE BRICK: ASTM C 216 UBC STANDARD 21-1, GRADE SW, TYPE FBX.
C. HOLLOW BRICK: ASTM C 652, GRADE SW.
2.6 REINFORCEMENT
A. UNCOATED STEEL REINFORCING BARS: ASTM A 615/A 615M OR ASTM
A 996/A 996M, GRADE 60 (GRADE 420).
B. MASONRY JOINT REINFORCEMENT: ASTM A 951, MILL GALVANIZED,
CARBON-STEEL WIRE FOR INTERIOR WALLS AND HOT-DIP
GALVANIZED, CARBON-STEEL WIRE FOR EXTERIOR WALLS.
1. WIRE SIZE FOR SIDE RODS: W1.7 OR 0.148-INCH (3.8-MM)
DIAMETER.
2. WIRE SIZE FOR CROSS RODS: W1.7 OR 0.148-INCH (3.8-MM)
DIAMETER.
3. WIRE SIZE FOR VENEER TIES: W2.8 OR 0.188-INCH (4.8-MM)
DIAMETER.
4. SPACING OF CROSS RODS, TABS, AND CROSS TIES: NOT MORE
THAN 16 INCHES (407 MM) O.C.
5. SINGLE-WYTHE MASONRY: EITHER LADDER OR TRUSS TYPE
WITH SINGLE PAIR OF SIDE RODS.
6. MULTIWYTHE MASONRY:
A. LADDER TYPE WITH 1 SIDE ROD AT EACH FACE SHELL OF HOLLOW
MASONRY UNITS MORE THAN 4 INCHES (100 MM) IN WIDTH, PLUS 1
SIDE ROD AT EACH WYTHE OF MASONRY 4 INCHES (100 MM) OR LESS
IN WIDTH.
2.7 TIES AND ANCHORS
A. MATERIALS:
1. HOT-DIP GALVANIZED, CARBON-STEEL WIRE: ASTM A 82, WITH
ASTM A 153/A 153M, CLASS B-2 COATING.
2. STEEL SHEET, GALVANIZED AFTER FABRICATION: ASTM A
1008/A 1008M, COMMERCIAL STEEL, HOT-DIP GALVANIZED
AFTER FABRICATION TO COMPLY WITH ASTM A 153/A 153M.
3. STEEL PLATES, SHAPES, AND BARS: ASTM A 36/A 36M.
B. WIRE TIES, GENERAL: UNLESS OTHERWISE INDICATED, SIZE WIRE
TIES TO EXTEND AT LEAST HALFWAY THROUGH VENEER BUT WITH AT
LEAST 5/8-INCH (16-MM) COVER ON OUTSIDE FACE. OUTER ENDS OF
WIRES ARE BENT 90 DEGREES AND EXTEND 2 INCHES (50 MM)
PARALLEL TO FACE OF VENEER.
C. INDIVIDUAL WIRE TIES: RECTANGULAR UNITS WITH CLOSED ENDS
AND NOT LESS THAN 4 INCHES (100 MM) WIDE.
1. WIRE: FABRICATE FROM 3/16-INCH- (4.8-MM-) DIAMETER,
HOT-DIP GALVANIZED STEEL WIRE.
2.8 EMBEDDED FLASHING MATERIALS
A. METAL FLASHING: COMPLY WITH SMACNA'S ARCHITECTURAL SHEET
METAL MANUAL.
B. FLEXIBLE FLASHING: FOR FLASHING NOT EXPOSED TO THE EXTERIOR:
1. COPPER-LAMINATED FLASHING: 7-OZ./SQ. FT. (2-KG/SQ. M)
COPPER SHEET BONDED WITH ASPHALT BETWEEN 2 LAYERS
OF GLASS-FIBER CLOTH.
C. SOLDER AND SEALANTS FOR SHEET METAL FLASHINGS: AS
SPECIFIED BY FLASHING MANUFACTURER.
D. ADHESIVES, PRIMERS, AND SEAM TAPES FOR FLASHINGS: AS
RECOMMENDED BY FLASHING MANUFACTURER.
2.9 MISCELLANEOUS MASONRY ACCESSORIES
A. COMPRESSIBLE FILLER: PREMOLDED FILLER STRIPS COMPLYING
WITH ASTM D 1056, GRADE 2A1, COMPRESSIBLE UP TO 35 PERCENT,
FORMULATED FROM NEOPRENE URETHANE OR PVC.
B. PREFORMED CONTROL-JOINT GASKETS: MADE FROM
STYRENE-BUTADIENE-RUBBER COMPOUND, COMPLYING WITH ASTM D
2000, DESIGNATION M2AA-805 AND DESIGNED TO FIT STANDARD SASH
BLOCK AND TO MAINTAIN LATERAL STABILITY IN MASONRY WALL.
C. BOND-BREAKER STRIPS: ASPHALT-SATURATED, ORGANIC ROOFING
FELT COMPLYING WITH ASTM D 226, TYPE I (NO. 15 ASPHALT FELT).
D. WEEP/VENT PRODUCTS: USE ONE OF THE FOLLOWING, UNLESS
OTHERWISE INDICATED:
1. RECTANGULAR PLASTIC WEEP/VENT TUBING: CLEAR
BUTYRATE, 3/8 BY 1-1/2 BY 3-1/2 INCHES (9 BY 38 BY 89 MM)
LONG.
2.10 MASONRY CLEANERS
A. PROPRIETARY ACIDIC CLEANER: MANUFACTURER'S
STANDARD-STRENGTH CLEANER DESIGNED FOR REMOVING
MORTAR/GROUT STAINS FROM NEW MASONRY WITHOUT DAMAGING
MASONRY. USE PRODUCT APPROVED FOR INTENDED USE BY
CLEANER MANUFACTURER AND MANUFACTURER OF MASONRY UNITS
BEING CLEANED.
2.11 MORTAR AND GROUT MIXES
A. GENERAL: DO NOT USE ADMIXTURES, UNLESS OTHERWISE
INDICATED.
1. DO NOT USE CALCIUM CHLORIDE IN MORTAR OR GROUT.
2. LIMIT CEMENTITIOUS MATERIALS IN MORTAR FOR EXTERIOR
AND REINFORCED MASONRY TO PORTLAND CEMENT AND LIME.
3. ADD COLD-WEATHER ADMIXTURE (IF USED) AT SAME RATE FOR
ALL MORTAR THAT WILL BE EXPOSED TO VIEW, REGARDLESS
OF WEATHER CONDITIONS, TO ENSURE THAT MORTAR COLOR
IS CONSISTENT.
B. MORTAR FOR UNIT MASONRY: COMPLY WITH ASTM C 270,
PROPORTION SPECIFICATION.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. USE FULL-SIZE UNITS WITHOUT CUTTING IF POSSIBLE. IF CUTTING IS
REQUIRED, CUT UNITS WITH MOTOR-DRIVEN SAWS, PROVIDE CLEAN,
SHARP, UN-CHIPPED EDGES. ALLOW UNITS TO DRY BEFORE LAYING
UNLESS WETTING OF UNITS IS SPECIFIED. INSTALL CUT UNITS WITH
CUT SURFACES AND, WHERE POSSIBLE, CUT EDGES CONCEALED.
B. SELECT AND ARRANGE UNITS FOR EXPOSED UNIT MASONRY TO
PRODUCE A UNIFORM BLEND OF COLORS AND TEXTURES.
C. WETTING OF BRICK: WET BRICK BEFORE LAYING IF INITIAL RATE OF
ABSORPTION EXCEEDS 30 G/30 SQ. IN. (30 G/194 SQ. CM) PER MINUTE
WHEN TESTED PER ASTM C 67. ALLOW UNITS TO ABSORB WATER SO
THEY ARE DAMP BUT NOT WET AT TIME OF LAYING.
D. COMPLY WITH TOLERANCES IN ACI 530.1/ASCE 6/TMS 602 AND WITH
THE FOLLOWING:
1. FOR CONSPICUOUS VERTICAL LINES, SUCH AS EXTERNAL
CORNERS, DOOR JAMBS, REVEALS, AND EXPANSION AND
CONTROL JOINTS, DO NOT VARY FROM PLUMB BY MORE THAN
1/8 INCH IN 10 FEET (3 MM IN 3 M), 1/4 INCH IN 20 FEET (6 MM IN
6 M), OR 1/2 INCH (12 MM) MAXIMUM.
2. FOR CONSPICUOUS HORIZONTAL LINES, SUCH AS LINTELS,
SILLS, PARAPETS, AND REVEALS, DO NOT VARY FROM LEVEL
BY MORE THAN 1/8 INCH IN 10 FEET (3 MM IN 3 M), 1/4 INCH IN 20
FEET (6 MM IN 6 M), OR 1/2 INCH (12 MM) MAXIMUM.
3.2 LAYING MASONRY WALLS
A. LAY OUT WALLS IN ADVANCE FOR ACCURATE SPACING OF SURFACE
BOND PATTERNS WITH UNIFORM JOINT THICKNESSES AND FOR
ACCURATE LOCATION OF OPENINGS, MOVEMENT-TYPE JOINTS,
RETURNS, AND OFFSETS. AVOID USING LESS-THAN-HALF-SIZE UNITS,
PARTICULARLY AT CORNERS, JAMBS, AND, WHERE POSSIBLE, AT
OTHER LOCATIONS.
B. BOND PATTERN FOR EXPOSED MASONRY: UNLESS OTHERWISE
INDICATED, LAY EXPOSED MASONRY IN RUNNING BOND, DO NOT USE
UNITS WITH LESS THAN NOMINAL 4-INCH (100-MM) HORIZONTAL FACE
DIMENSIONS AT CORNERS OR JAMBS.
C. BUILT-IN WORK: AS CONSTRUCTION PROGRESSES, BUILD IN ITEMS
SPECIFIED IN THIS AND OTHER SECTIONS. FILL IN SOLIDLY WITH
MASONRY AROUND BUILT-IN ITEMS.
D. FILL SPACE BETWEEN STEEL FRAMES AND MASONRY SOLIDLY WITH
MORTAR, UNLESS OTHERWISE INDICATED.
E. FILL CORES IN HOLLOW CONCRETE MASONRY UNITS WITH GROUT 24
INCHES (600 MM) UNDER BEARING PLATES, BEAMS, LINTELS, POSTS,
AND SIMILAR ITEMS, UNLESS OTHERWISE INDICATED.
3.3 MORTAR BEDDING AND JOINTING
A. LAY HOLLOW BRICK AND CONCRETE MASONRY UNITS AS FOLLOWS:
1. WITH FACE SHELLS FULLY BEDDED IN MORTAR AND WITH HEAD
JOINTS OF DEPTH EQUAL TO BED JOINTS.
2. WITH WEBS FULLY BEDDED IN MORTAR IN ALL COURSES OF
PIERS, COLUMNS, AND PILASTERS.
3. WITH WEBS FULLY BEDDED IN MORTAR IN GROUTED MASONRY,
INCLUDING STARTING COURSE ON FOOTINGS.
4. WITH ENTIRE UNITS, INCLUDING AREAS UNDER CELLS, FULLY
BEDDED IN MORTAR AT STARTING COURSE ON FOOTINGS
WHERE CELLS ARE NOT GROUTED.
B. LAY SOLID MASONRY UNITS WITH COMPLETELY FILLED BED AND HEAD
JOINTS, BUTTER ENDS WITH SUFFICIENT MORTAR TO FILL HEAD
JOINTS AND SHOVE INTO PLACE. DO NOT DEEPLY FURROW BED
JOINTS OR SLUSH HEAD JOINTS.
C. TOOL EXPOSED JOINTS SLIGHTLY CONCAVE WHEN THUMBPRINT
HARD, USING A JOINTER LARGER THAN JOINT THICKNESS, UNLESS
OTHERWISE INDICATED.
D. CUT JOINTS FLUSH FOR MASONRY WALLS TO RECEIVE PLASTER OR
OTHER DIRECT-APPLIED FINISHES (OTHER THAN PAINT), UNLESS
OTHERWISE INDICATED.
3.04 COMPOSITE MASONRY
A. BOND WYTHES OF COMPOSITE MASONRY TOGETHER USING ONE OF
THE FOLLOWING METHODS:
1. INDIVIDUAL METAL TIES: PROVIDE TIES AS SHOWN INSTALLED
IN HORIZONTAL JOINTS, BUT NOT LESS THAN ONE METAL TIE
FOR 2.67 SQ. FT. (0.25 SQ. M) OF WALL AREA SPACED NOT TO
EXCEED 24 INCHES (610 MM) O.C. HORIZONTALLY AND 16
INCHES (406 MM) O.C. VERTICALLY. STAGGER TIES IN
ALTERNATE COURSES. PROVIDE ADDITIONAL TIES WITHIN 12
INCHES (305 MM) OF OPENINGS AND SPACE NOT MORE THAN
36 INCHES (915 MM) APART AROUND PERIMETER OF OPENINGS.
AT INTERSECTING AND ABUTTING WALLS, PROVIDE TIES AT NO
MORE THAN 24 INCHES (610 MM) O.C. VERTICALLY.
2. MASONRY JOINT REINFORCEMENT: INSTALLED IN HORIZONTAL
MORTAR JOINTS.
B. WHERE BED JOINTS OF BOTH WYTHES ALIGN, USE LADDER-TYPE
REINFORCEMENT EXTENDING ACROSS BOTH WYTHES.
C. WHERE BED JOINTS OF WYTHES DO NOT ALIGN, USE ADJUSTABLE
(TWO-PIECE) TYPE REINFORCEMENT WITH CONTINUOUS HORIZONTAL
WIRE IN FACING WYTHE ATTACHED TO TIES.
D. COLLAR JOINTS: SOLIDLY FILL COLLAR JOINTS BY PARGING FACE OF
FIRST WYTHE THAT IS LAID AND SHOVING UNITS OF OTHER WYTHE
INTO PLACE.
E. CORNERS: PROVIDE INTERLOCKING MASONRY UNIT BOND IN EACH
WYTHE AND COURSE AT CORNERS, UNLESS OTHERWISE INDICATED.
3.05 MASONRY JOINT REINFORCEMENT
A. GENERAL: INSTALL IN MORTAR WITH A MINIMUM COVER OF 5/8 INCH
(16 MM) ON EXTERIOR SIDE OF WALLS, 1/2 INCH (13 MM) ELSEWHERE.
LAP REINFORCEMENT A MINIMUM OF 6 INCHES (150 MM).
B. INTERRUPT JOINT REINFORCEMENT AT CONTROL AND EXPANSION
JOINTS, UNLESS OTHERWISE INDICATED.
C. PROVIDE CONTINUITY AT WALL INTERSECTIONS BY USING
PREFABRICATED T-SHAPED UNITS.
D. PROVIDE CONTINUITY AT CORNERS BY USING PREFABRICATED
L-SHAPED UNITS.
3.06 ANCHORING MASONRY VENEERS
A. ANCHOR MASONRY VENEERS TO WALL FRAMING OR CONCRETE AND
MASONRY BACKUP WITH MASONRY-VENEER ANCHORS TO COMPLY
WITH THE FOLLOWING REQUIREMENTS:
1. FASTEN SCREW-ATTACHED ANCHORS THROUGH SHEATHING
TO WALL FRAMING AND TO CONCRETE AND MASONRY BACKUP
WITH METAL FASTENERS OF TYPE INDICATED. .
2. EMBED TIE SECTIONS IN MASONRY JOINTS.
3. LOCATE ANCHOR SECTIONS TO ALLOW MAXIMUM VERTICAL
DIFFERENTIAL MOVEMENT OF TIES UP AND DOWN.
4. SPACE ANCHORS AS INDICATED, BUT NOT MORE THAN 16
INCHES (406 MM) O.C. VERTICALLY AND 24 INCHES (610 MM)
O.C. HORIZONTALLY WITH NOT LESS THAN 1 ANCHOR FOR
EACH 2.67 SQ. FT. (0.25 SQ. M) OF WALL AREA. INSTALL
ADDITIONAL ANCHORS WITHIN 12 INCHES (305 MM) OF
OPENINGS AND AT INTERVALS, NOT EXCEEDING 36 INCHES (914
MM), AROUND PERIMETER.
3.07 FLASHING, WEEP HOLES, CAVITY DRAINAGE, AND VENTS
A. GENERAL: INSTALL EMBEDDED FLASHING AND WEEP HOLES IN
MASONRY AT SHELF ANGLES, LINTELS, LEDGES, OTHER
OBSTRUCTIONS TO DOWNWARD FLOW OF WATER IN WALL, AND
WHERE INDICATED.
B. INSTALL FLASHING AS FOLLOWS, UNLESS OTHERWISE INDICATED:
1. PREPARE MASONRY SURFACES SO THEY ARE SMOOTH AND
FREE FROM PROJECTIONS THAT COULD PUNCTURE FLASHING.
WHERE FLASHING IS WITHIN MORTAR JOINT, PLACE
THROUGH-WALL FLASHING ON SLOPING BED OF MORTAR AND
COVER WITH MORTAR. BEFORE COVERING WITH MORTAR,
SEAL PENETRATIONS IN FLASHING AS RECOMMENDED BY
FLASHING MANUFACTURER.
2. AT LINTELS AND SHELF ANGLES, EXTEND FLASHING A MINIMUM
OF 6 INCHES (150 MM) INTO MASONRY AT EACH END. AT HEADS
AND SILLS, EXTEND FLASHING 6 INCHES (150 MM) AT ENDS AND
TURN UP NOT LESS THAN 2 INCHES (50 MM) TO FORM END
DAMS.
C. INSTALL WEEP HOLES IN HEAD JOINTS IN EXTERIOR WYTHES OF FIRST
COURSE OF MASONRY IMMEDIATELY ABOVE EMBEDDED FLASHING
AND AS FOLLOWS:
1. USE SPECIFIED WEEP/VENT PRODUCTS TO FORM WEEP HOLES.
2. SPACE WEEP HOLES 24 INCHES (600 MM) O.C., UNLESS
OTHERWISE INDICATED.
3. COVER CAVITY SIDE OF WEEP HOLES WITH PLASTIC INSECT
SCREENING AT CAVITIES INSULATED WITH LOOSE-FILL
INSULATION.
D. PLACE CAVITY DRAINAGE MATERIAL IN CAVITIES TO COMPLY WITH
CONFIGURATION REQUIREMENTS FOR CAVITY DRAINAGE MATERIAL IN
PART 2 "MISCELLANEOUS MASONRY ACCESSORIES" ARTICLE.
3.08 REINFORCED UNIT MASONRY INSTALLATION
A. TEMPORARY FORMWORK AND SHORES: CONSTRUCT FORMWORK
AND SHORES AS NEEDED TO SUPPORT REINFORCED MASONRY
ELEMENTS DURING CONSTRUCTION.
1. CONSTRUCT FORMWORK TO PROVIDE SHAPE, LINE, AND
DIMENSIONS OF COMPLETED MASONRY AS INDICATED. MAKE
FORMS SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF
MORTAR AND GROUT. BRACE, TIE, AND SUPPORT FORMS TO
MAINTAIN POSITION AND SHAPE DURING CONSTRUCTION AND
CURING OF REINFORCED MASONRY.
2. DO NOT REMOVE FORMS AND SHORES UNTIL REINFORCED
MASONRY MEMBERS HAVE HARDENED SUFFICIENTLY TO
CARRY THEIR OWN WEIGHT AND OTHER TEMPORARY LOADS
THAT MAY BE PLACED ON THEM DURING CONSTRUCTION.
B. PLACING REINFORCEMENT: COMPLY WITH REQUIREMENTS IN ACI
530.1/ASCE 6/TMS 602.
C. GROUTING: DO NOT PLACE GROUT UNTIL ENTIRE HEIGHT OF
MASONRY TO BE GROUTED HAS ATTAINED ENOUGH STRENGTH TO
RESIST GROUT PRESSURE.
1. COMPLY WITH REQUIREMENTS IN ACI 530.1/ASCE 6/TMS 602
FOR CLEANOUTS AND FOR GROUT PLACEMENT, INCLUDING
MINIMUM GROUT SPACE AND MAXIMUM POUR HEIGHT.
2. LIMIT HEIGHT OF VERTICAL GROUT POURS TO NOT MORE THAN
60 INCHES (1520 MM).
3.09 PARGING
A. PARGE EXTERIOR FACES OF BELOW-GRADE MASONRY WALLS,
WHERE INDICATED, IN 2 UNIFORM COATS TO A TOTAL THICKNESS OF
3/4 INCH (19 MM) WITH A STEEL-TROWEL FINISH. FORM A WASH AT
TOP OF PARGING AND A COVE AT BOTTOM. DAMP-CURE PARGING
FOR AT LEAST 24 HOURS AND PROTECT PARGING UNTIL CURED.
3.10 CLEANING
A. IN-PROGRESS CLEANING: CLEAN UNIT MASONRY AS WORK
PROGRESSES BY DRY BRUSHING TO REMOVE MORTAR FINS AND
SMEARS BEFORE TOOLING JOINTS.
B. FINAL CLEANING: AFTER MORTAR IS THOROUGHLY SET AND CURED,
CLEAN EXPOSED MASONRY AS FOLLOWS:
1. TEST CLEANING METHODS ON SAMPLE WALL PANEL, LEAVE
ONE-HALF OF PANEL UNCLEANED FOR COMPARISON
PURPOSES.
2. PROTECT ADJACENT SURFACES FROM CONTACT WITH
CLEANER.
3. WET WALL SURFACES WITH WATER BEFORE APPLYING
CLEANERS, REMOVE CLEANERS PROMPTLY BY RINSING
SURFACES THOROUGHLY WITH CLEAR WATER.
4. CLEAN BRICK BY BUCKET-AND-BRUSH HAND-CLEANING
METHOD DESCRIBED IN BIA TECHNICAL NOTES 20.
5. CLEAN MASONRY WITH A PROPRIETARY ACIDIC CLEANER
APPLIED ACCORDING TO MANUFACTURER'S WRITTEN
INSTRUCTIONS.
6. CLEAN CONCRETE MASONRY BY CLEANING METHOD
INDICATED IN NCMA TEK 8-2A APPLICABLE TO TYPE OF STAIN
ON EXPOSED SURFACES.
3.11 MASONRY WASTE DISPOSAL
A. WASTE DISPOSAL AS FILL MATERIAL: DISPOSE OF CLEAN MASONRY
WASTE, INCLUDING EXCESS OR SOIL-CONTAMINATED SAND, WASTE
MORTAR, AND BROKEN MASONRY UNITS, BY CRUSHING AND MIXING
WITH FILL MATERIAL AS FILL IS PLACED.
1. DO NOT DISPOSE OF MASONRY WASTE AS FILL WITHIN 18
INCHES (450 MM) OF FINISHED GRADE.
2. REMOVE EXCESS CLEAN MASONRY WASTE THAT CANNOT BE
USED AS FILL, AS DESCRIBED ABOVE, AND OTHER MASONRY
WASTE, AND LEGALLY DISPOSE OF OFF OWNER'S PROPERTY.
END OF SECTION 042000
SECTION 055000 - METAL FABRICATIONS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. SHOP FABRICATED STEEL ITEMS.
1.02 REFERENCES
A. ASTM A 36/A 36M - STANDARD SPECIFICATION FOR CARBON
STRUCTURAL STEEL, 2001.
B. ASTM A 53/A 53M - STANDARD SPECIFICATION FOR PIPE, STEEL, BLACK
AND HOT-DIPPED, ZINC-COATED, WELDED AND SEAMLESS, 2002.
C. ASTM A 123/A 123M - STANDARD SPECIFICATION FOR ZINC (HOT-DIP
GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS, 2002.
D. ASTM A 153/A 153M - STANDARD SPECIFICATION FOR ZINC COATING
(HOT-DIP) ON IRON AND STEEL HARDWARE, 2002.
E. ASTM A 283/A 283M - STANDARD SPECIFICATION FOR LOW AND
INTERMEDIATE TENSILE STRENGTH CARBON STEEL PLATES, 2000.
F. ASTM A 325 - STANDARD SPECIFICATION FOR STRUCTURAL BOLTS,
STEEL, HEAT TREATED, 120/105 KSI MINIMUM TENSILE STRENGTH,
2002.
G. ASTM A 325M - STANDARD SPECIFICATION FOR HIGH-STRENGTH
BOLTS FOR STRUCTURAL STEEL JOINTS (METRIC), 2000.
H. ASTM A 501 - STANDARD SPECIFICATION FOR HOT-FORMED WELDED
AND SEAMLESS CARBON STEEL STRUCTURAL TUBING, 2001.
I. AWS D1.1 - STRUCTURAL WELDING CODE - STEEL, AMERICAN WELDING
SOCIETY, 2002.
J. SSPC-PAINT 20 - ZINC-RICH PRIMERS (TYPE I, "INORGANIC," AND TYPE
II, "ORGANIC"), SOCIETY FOR PROTECTIVE COATINGS, 2002.
K. SSPC-SP 2 - HAND TOOL CLEANING, SOCIETY FOR PROTECTIVE
COATINGS, 1982 (ED. 2000).
PART 2 PRODUCTS
2.01 MATERIALS - STEEL
A. STEEL SECTIONS: ASTM A 36/A 36M.
B. STEEL TUBING: ASTM A 501 HOT-FORMED STRUCTURAL TUBING.
C. PLATES: ASTM A 283.
D. PIPE: ASTM A 53/A 53M, GRADE B SCHEDULE 40, BLACK FINISH.
E. BOLTS, NUTS, AND WASHERS: ASTM A 325 (ASTM A 325M), TYPE 1,
GALVANIZED TO ASTM A 153/A 153M WHERE CONNECTING
GALVANIZED COMPONENTS.
F. WELDING MATERIALS: AWS D1.1, TYPE REQUIRED FOR MATERIALS
BEING WELDED.
G. TOUCH-UP PRIMER FOR GALVANIZED SURFACES: SSPC-PAINT 20,
TYPE I - INORGANIC, COMPLYING WITH VOC LIMITATIONS OF
AUTHORITIES HAVING JURISDICTION.
2.02 FABRICATION
A. FIT AND SHOP ASSEMBLE ITEMS IN LARGEST PRACTICAL SECTIONS,
FOR DELIVERY TO SITE.
B. FABRICATE ITEMS WITH JOINTS TIGHTLY FITTED AND SECURED.
C. CONTINUOUSLY SEAL JOINED MEMBERS BY CONTINUOUS WELDS OR
INTERMITENT WELDS AS INDICATED.
D. GRIND EXPOSED JOINTS FLUSH AND SMOOTH WITH ADJACENT FINISH
SURFACE. MAKE EXPOSED JOINTS BUTT TIGHT, FLUSH, AND HAIRLINE.
EASE EXPOSED EDGES TO SMALL UNIFORM RADIUS.
E. EXPOSED MECHANICAL FASTENINGS: FLUSH COUNTERSUNK SCREWS
OR BOLTS, UNOBTRUSIVELY LOCATED, CONSISTENT WITH DESIGN OF
COMPONENT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE.
F. SUPPLY COMPONENTS REQUIRED FOR ANCHORAGE OF
FABRICATIONS. FABRICATE ANCHORS AND RELATED COMPONENTS
OF SAME MATERIAL AND FINISH AS FABRICATION, EXCEPT WHERE
SPECIFICALLY NOTED OTHERWISE.
2.03 FABRICATED ITEMS
A. LEDGE ANGLES, SHELF ANGLES, CHANNELS, AND PLATES NOT
ATTACHED TO STRUCTURAL FRAMING: FOR SUPPORT AND
ATTACHMENT OF INTERIOR SOFFIT AND MISC. CONSTRUCTION
INDICATED ON DRAWINGS, PRIME PAINT FINISH.
B. LINTELS: AS DETAILED, GALVANIZED FINISH.
2.04 FINISHES - STEEL
A. PRIME PAINT ALL STEEL ITEMS.
B. PREPARE SURFACES TO BE PRIMED IN ACCORDANCE WITH SSPC-SP2.
C. CLEAN SURFACES OF RUST, SCALE, GREASE, AND FOREIGN MATTER
PRIOR TO FINISHING.
D. PRIME PAINTING: TWO COATS.
E. GALVANIZING OF STRUCTURAL STEEL MEMBERS: GALVANIZE AFTER
FABRICATION TO ASTM A 123/A 123M REQUIREMENTS. PROVIDE
MINIMUM 1.7 OZ/SQ FT (530 G/SQ M) GALVANIZED COATING.
F. GALVANIZING OF NON-STRUCTURAL ITEMS: GALVANIZE AFTER
FABRICATION TO ASTM A 123/A 123M REQUIREMENTS.
2.05 FABRICATION TOLERANCES
A. SQUARENESS: 1/8 INCH (3 MM) MAXIMUM DIFFERENCE IN DIAGONAL
MEASUREMENTS.
B. MAXIMUM OFFSET BETWEEN FACES: 1/16 INCH (1.5 MM).
C. MAXIMUM MISALIGNMENT OF ADJACENT MEMBERS: 1/16 INCH (1.5
MM).
D. MAXIMUM BOW: 1/8 INCH (3 MM) IN 48 INCHES (1.2 M).
E. MAXIMUM DEVIATION FROM PLANE: 1/16 INCH (1.5 MM) IN 48 INCHES
(1.2 M).
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY THAT FIELD CONDITIONS ARE ACCEPTABLE AND ARE READY
TO RECEIVE WORK.
3.02 PREPARATION
A. CLEAN AND STRIP PRIMED STEEL ITEMS TO BARE METAL WHERE SITE
WELDING IS REQUIRED.
B. SUPPLY SETTING TEMPLATES TO THE APPROPRIATE ENTITIES FOR
STEEL ITEMS REQUIRED TO BE CAST INTO CONCRETE OR EMBEDDED
IN MASONRY.
3.03 INSTALLATION
A. INSTALL ITEMS PLUMB AND LEVEL, ACCURATELY FITTED, FREE FROM
DISTORTION OR DEFECTS.
B. PROVIDE FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY
BRACING TO MAINTAIN TRUE ALIGNMENT UNTIL COMPLETION OF
ERECTION AND INSTALLATION OF PERMANENT ATTACHMENTS.
C. PERFORM FIELD WELDING IN ACCORDANCE WITH AWS D1.1.
D. OBTAIN APPROVAL PRIOR TO SITE CUTTING OR MAKING
ADJUSTMENTS NOT SCHEDULED.
E. AFTER ERECTION, PRIME WELDS, ABRASIONS, AND SURFACES NOT
SHOP PRIMED OR GALVANIZED, EXCEPT SURFACES TO BE IN
CONTACT WITH CONCRETE.
3.04 ERECTION TOLERANCES
A. MAXIMUM VARIATION FROM PLUMB: 1/4 INCH (6 MM) PER STORY,
NON-CUMULATIVE.
B. MAXIMUM OFFSET FROM TRUE ALIGNMENT: 1/4 INCH (6 MM).
C. MAXIMUM OUT-OF-POSITION: 1/4 INCH (6 MM).
END OF SECTION 055000
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SECTION 061000 - ROUGH CARPENTRY
1.01 SECTION INCLUDES
A. TELEPHONE AND ELECTRICAL PANEL BOARDS.
B. WOOD NAILERS AND CURBS FOR ROOFING AND ITEMS INSTALLED ON
ROOF.
C. CONCEALED WOOD BLOCKING FOR SUPPORT OF EQUIPMENT, SOFFIT
PANELS, AND SIGNAGE.
D. MISCELLANEOUS WOOD NAILERS AND FURRING STRIPS.
1.02 REFERENCES
A. AFPA T10 - WOOD FRAME CONSTRUCTION MANUAL, AMERICAN
FOREST AND PAPER ASSOCIATION, 2001.
B. AWPA C2 - LUMBER, TIMBER, BRIDGE TIES AND MINE TIES --
PRESERVATIVE TREATMENT BY PRESSURE PROCESSES, AMERICAN
WOOD-PRESERVERS' ASSOCIATION, 2001.
C. PS 1 - CONSTRUCTION AND INDUSTRIAL PLYWOOD, NATIONAL
INSTITUTE OF STANDARDS AND TECHNOLOGY (DEPARTMENT OF
COMMERCE), 1995. D. PS 20 - AMERICAN SOFTWOOD LUMBER
STANDARD, NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY
(DEPARTMENT OF COMMERCE), 1999. E. WWPA G-5 - WESTERN
LUMBER GRADING RULES, WESTERN WOOD PRODUCTS ASSOCIATION,
1998.
1.03 QUALITY ASSURANCE
A. LUMBER: COMPLY WITH PS 20 AND APPROVED GRADING RULES AND
INSPECTION AGENCIES.
1.04 DELIVERY, STORAGE, AND HANDLING
A. COVER WOOD PRODUCTS TO PROTECT AGAINST MOISTURE.
SUPPORT STACKED PRODUCTS TO PREVENT DEFORMATION AND TO
ALLOW AIR CIRCULATION.
PART 2 - PRODUCTS
2.01 DIMENSION LUMBER FOR CONCEALED APPLICATIONS - ALL SHALL BE FIRE
RETARDANT TREATED
A. GRADING AGENCY: WESTERN WOOD PRODUCTS ASSOCIATION
(WWPA).
B. SIZES: NOMINAL SIZES AS INDICATED ON DRAWINGS, S4S.
C. MOISTURE CONTENT: S-DRY OR MC19.
D. MISCELLANEOUS BLOCKING, FURRING, AND NAILERS:
1. LUMBER: S4S, NO. 2 OR STANDARD GRADE.
2.02 CONSTRUCTION PANELS - ALL SHALL BE FIRE RETARDANT TREATED
A. MISCELLANEOUS PANELS:
1. CONCEALED PLYWOOD: PS 1, C-C PLUGGED, EXTERIOR
GRADE.
2. EXPOSED PLYWOOD: PS 1, A-D, INTERIOR GRADE.
3. ELECTRICAL COMPONENT MOUNTING: APA RATED SHEATHING,
FIRE RETARDANT TREATED.
2.03 ACCESSORIES
A. FASTENERS AND ANCHORS:
1. FASTENERS: ZINC ELECTROPLATED STEEL FOR HIGH
HUMIDITY AND TREATED WOOD LOCATIONS, UNFINISHED
STEEL ELSEWHERE.
2. DRYWALL SCREWS: BUGLE HEAD, HARDENED STEEL, POWER
DRIVEN TYPE, LENGTH THREE TIMES THICKNESS OF
SHEATHING.
3. ANCHORS: TOGGLE BOLT TYPE FOR ANCHORAGE TO HOLLOW
MASONRY, EXPANSION SHIELD AND LAG BOLT AT SOLID
MASONRY, BOLT ADN BALLISTIC ANCHORAGES TO STEEL.
2.04 FACTORY WOOD TREATMENT
A. TREATED LUMBER AND PLYWOOD: COMPLY WITH REQUIREMENTS OF
AWPA U1-05 - USE CATEGORY SYSTEM FOR WOOD TREATMENTS
DETERMINED BY USE CATEGORIES, EXPECTED SERVICE CONDITIONS,
AND SPECIFIC APPLICATIONS.
B. FIRE-RETARDANT-TREATED MATERIALS
1. GENERAL: COMPLY WITH PERFORMANCE REQUIREMENTS IN
AWPA C20 (LUMBER) AND AWPA C27 (PLYWOOD). FLAME
SPREAD SHALL BE 25 OR LESS PER ASTM E84
A. USE EXTERIOR TYPE FOR EXTERIOR LOCATIONS AND
WHERE INDICATED.
B. USE INTERIOR TYPE A, HIGH TEMPERATURE (HT) FOR
ENCLOSED ROOF FRAMING, FRAMING IN ATTIC SPACES,
AND WHERE INDICATED.
C. USE INTERIOR TYPE A, UNLESS OTHERWISE INDICATED.
2. IDENTIFY FIRE-RETARDANT-TREATED WOOD WITH
APPROPRIATE CLASSIFICATION MARKING OF TESTING AND
INSPECTING AGENCY; AND WITH INFORMATION ACCEPTABLE
TO AUTHORITIES HAVING JURISDICTION.
C. PLYWOOD BACKING PANELS
1. TELEPHONE, ELECTRICAL, EQUIPMENT BACKING PANELS: DOC
PS 1, EXPOSURE 1, C-D PLUGGED, FIRE-RETARDANT TREATED,
IN THICKNESS INDICATED OR, IF NOT INDICATED, NOT LESS
THAN 5/8-INCH (13-MM) NOMINAL THICKNESS.
2. WATER DELIVERY SYSTEM, FIRE-RETARDENT TREATED IN
THICKNESS INDICATED OR, IF NOT INDICATED, NOT LESS THAN
5/8-INCH (13-MM) NOMINAL THICKNESS.
D. PRESSURE TREATMENT OF LUMBER ABOVE GRADE: AWPA
TREATMENT C2 USING WATERBORNE PRESERVATIVE TO 0.25 LB/CU FT
(4.0 KG/CU M) RETENTION.
1. KILN DRY AFTER TREATMENT TO MAXIMUM MOISTURE
CONTENT OF 19 PERCENT.
2. TREAT WOOD IN CONTACT WITH ROOFING, FLASHING, OR
WATERPROOFING.
3. TREAT WOOD IN CONTACT WITH MASONRY OR CONCRETE.
4. TREAT WOOD LESS THAN 18 INCHES (450 MM) ABOVE GRADE.
PART 3 - EXECUTION
3.01 FURRING INSTALLATION
A. SET FURRING, NAILERS AND BLOCKING MEMBERS LEVEL, PLUMB, AND
TRUE TO LINE. DISCARD PIECES WITH DEFECTS THAT WOULD LOWER
REQUIRED STRENGTH.
B. MAKE PROVISIONS FOR TEMPORARY CONSTRUCTION LOADS, AND
PROVIDE TEMPORARY BRACING SUFFICIENT TO MAINTAIN
STRUCTURE IN TRUE ALIGNMENT AND SAFE CONDITION UNTIL
COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT
BRACING.
C. INSTALL MEMBERS FULL LENGTH WITHOUT SPLICES UNLESS
OTHERWISE SPECIFICALLY DETAILED.
D. COMPLY WITH MEMBER SIZES, SPACING, AND CONFIGURATIONS
INDICATED, AND FASTENER SIZE AND SPACING INDICATED, BUT NOT
LESS THAN REQUIRED BY AFPA WOOD FRAME CONSTRUCTION
MANUAL. E. PROVIDE MISCELLANEOUS MEMBERS AS INDICATED OR
AS REQUIRED TO SUPPORT FINISHES, FIXTURES, SPECIALTY ITEMS,
AND TRIM.
3.02 SITE APPLIED WOOD TREATMENT
A. APPLY PRESERVATIVE TREATMENT COMPATIBLE WITH FACTORY
APPLIED TREATMENT AT SITE-SAWN CUTS, COMPLYING WITH
MANUFACTURER'S INSTRUCTIONS.
B. ALLOW PRESERVATIVE TO DRY PRIOR TO ERECTING MEMBERS.
END OF SECTION
SECTION 062000 - FINISH CARPENTRY
PART 1 GENERAL
1.01 SECTION INCLUDES
A. INSTALLATION OF MILLWORK.
B. INSTALLATION OF OWNER RETAIL SHELVING (COORDINATE WITH PET
SUPPLIES PLUS)..
C. FINISH CARPENTRY ITEMS.
D. HARDWARE AND ATTACHMENT ACCESSORIES.
1.02 REFERENCES
A. AWI (QSI) - ARCHITECTURAL WOODWORK QUALITY STANDARDS
ILLUSTRATED, ARCHITECTURAL WOODWORK INSTITUTE, 1997,
SEVENTH EDITION, VERSION 1.0.
B. BHMA A156.9 - AMERICAN NATIONAL STANDARD FOR CABINET
HARDWARE, BUILDERS HARDWARE MANUFACTURERS ASSOCIATION,
2003 (ANSI/BHMA A156.9).
C. NEMA LD 3 - HIGH-PRESSURE DECORATIVE LAMINATES, NATIONAL
ELECTRICAL MANUFACTURERS ASSOCIATION, 2000.
1.03 SUBMITTALS
A. SEE SECTION 013000 - ADMINISTRATIVE REQUIREMENTS FOR
SUBMITTAL PROCEDURES.
B. SHOP DRAWINGS: INDICATE MATERIALS, COMPONENT PROFILES,
FASTENING METHODS, JOINTING DETAILS, AND ACCESSORIES TO A
MINIMUM SCALE OF 1-1/2 INCH TO 1 FT (1:8).
C. SAMPLES: SUBMIT TWO SAMPLES OF WOOD TRIM 6 INCHES LONG.
1.04 QUALITY ASSURANCE
1.05 DELIVERY, STORAGE, AND PROTECTION
A. PROTECT WORK FROM MOISTURE DAMAGE.
1.06 PROJECT CONDITIONS
A. SEQUENCE INSTALLATION TO ENSURE UTILITY CONNECTIONS ARE
ACHIEVED IN AN ORDERLY AND EXPEDITIOUS MANNER.
B. COORDINATE THE WORK WITH PLUMBING ROUGH-IN, ELECTRICAL
ROUGH-IN, AND INSTALLATION OF ASSOCIATED AND ADJACENT
COMPONENTS.
PART 2 PRODUCTS
2.01 PLASTIC LAMINATE MATERIALS
A. PLASTIC LAMINATE: NEMA LD 3, HGS, VGS, HGP AS REQUIRED TO SUIT
APPLICATION, COLOR AND TEXTURE AS INDICATED ON DRAWINGS.
B. LOW PRESSURE LAMINATE: MELAMINE, COLOR AS SPECIFIED ON
DRAWINGS, AND SURFACE TEXTURE AS SELECTED.
C. LAMINATE BACKING SHEET: NEMA LD 3, BKL, UNDECORATED PLASTIC
LAMINATE.
D. ADHESIVE: OF TYPES BEST SUITED TO INSTALLATION.
2.02 WOOD TRIM
A. SOFTWOOD LUMBER: GRADED IN ACCORDANCE WITH AWI
ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED,
CUSTOM, AVERAGE MOISTURE CONTENT OF 6 PERCENT, SPECIES
AND GRADE AS FOLLOWSINDICATED ON DRAWINGS.
B. HARDWOOD LUMBER: GRADED IN ACCORDANCE WITH AWI
ARCHITECTURAL WOODWORK QUALITY STANDARDS ILLUSTRATED,
CUSTOM, AVERAGE MOISTURE CONTENT OF 6 PERCENT, SPECIES
AND GRADE AS FOLLOWS: CLEAR POPLAR.
2.03 FASTENERS
A. FASTENERS: OF SIZE AND TYPE TO SUIT APPLICATION.
B. CONCEALED JOINT FASTENERS: THREADED STEEL.
2.04 ACCESSORIES
A. LUMBER FOR SHIMMING, BLOCKING: SOFTWOOD LUMBER OF CEDAR
SPECIES.
B. PRIMER: ALKYD PRIMER SEALER TYPE.
C. WOOD FILLER: SOLVENT BASE, TINTED TO MATCH SURFACE FINISH
COLOR.
2.05 HARDWARE
A. HARDWARE: COMPLY WITH BHMA A156.9 AND AS INDICATED ON
DRAWINGS.
2.06 FABRICATION
A. SHOP ASSEMBLE WORK FOR DELIVERY TO SITE, PERMITTING
PASSAGE THROUGH BUILDING OPENINGS.
B. CAP EXPOSED PLASTIC LAMINATE FINISH EDGES WITH MATERIAL OF
SAME FINISH AND PATTERN.
C. WHEN NECESSARY TO CUT AND FIT ON SITE, PROVIDE MATERIALS
WITH AMPLE ALLOWANCE FOR CUTTING. PROVIDE TRIM FOR
SCRIBING AND SITE CUTTING.
D. APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERRUPTED SHEETS
CONSISTENT WITH MANUFACTURED SIZES. FIT CORNERS AND JOINTS
HAIRLINE, SECURE WITH CONCEALED FASTENERS. SLIGHTLY BEVEL
ARISES. LOCATE COUNTER BUTT JOINTS MINIMUM 2 FEET (600 MM)
FROM SINK CUT-OUTS.
E. APPLY LAMINATE BACKING SHEET TO REVERSE FACE OF PLASTIC
LAMINATE FINISHED SURFACES.
F. SHOP ASSEMBLE CASEWORK FOR DELIVERY TO SITE IN UNITS EASILY
HANDLED AND TO PERMIT PASSAGE THROUGH BUILDING OPENINGS.
G. FIT SHELVES, DOORS, AND EXPOSED EDGES WITH MATCHING VENEER
EDGING OR AS DETAILED ON DRAWINGS. USE ONE PIECE FOR FULL
LENGTH ONLY.
H. DOOR AND DRAWER FRONTS: 3/4 INCH (19 MM) THICK, FLUSH
OVERLAY STYLE.
I. WHEN NECESSARY TO CUT AND FIT ON SITE, PROVIDE MATERIALS
WITH AMPLE ALLOWANCE FOR CUTTING. PROVIDE TRIM FOR
SCRIBING AND SITE CUTTING.
J. APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERRUPTED SHEETS
CONSISTENT WITH MANUFACTURED SIZES. FIT CORNERS AND JOINTS
HAIRLINE, SECURE WITH CONCEALED FASTENERS. SLIGHTLY BEVEL
ARISES. LOCATE COUNTER BUTT JOINTS MINIMUM 2 FEET (600 MM)
FROM SINK CUT-OUTS.
K. APPLY LAMINATE BACKING SHEET TO REVERSE SIDE OF PLASTIC
LAMINATE FINISHED SURFACES.
L. FABRICATE METAL COUNTERTOP SURFACES PRESSURE GLUED TO
PARTICLE BOARD CORE BACKING WITHOUT VISIBLE JOINTS.
M. MECHANICALLY FASTEN BACK SPLASH TO COUNTERTOPS WITH STEEL
BRACKETS AT 16 INCHES (400 MM) ON CENTER.
2.07 SHOP FINISHING
A. SAND WORK SMOOTH AND SET EXPOSED NAILS AND SCREWS.
B. APPLY WOOD FILLER IN EXPOSED NAIL AND SCREW INDENTATIONS.
C. ON ITEMS TO RECEIVE TRANSPARENT FINISHES, USE WOOD FILLER
WHICH MATCHES SURROUNDING SURFACES AND OF TYPES
RECOMMENDED FOR APPLIED FINISHES.
D. FINISH WORK IN ACCORDANCE WITH AWI ARCHITECTURAL
WOODWORK QUALITY STANDARDS ILLUSTRATED, SECTION 1500,
SYSTEM TR-2 (TRANSPARENT).
E. BACK PRIME WOODWORK ITEMS TO BE FIELD FINISHED, PRIOR TO
INSTALLATION.
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY ADEQUACY OF BACKING AND SUPPORT FRAMING.
B. VERIFY MECHANICAL, ELECTRICAL, AND BUILDING ITEMS AFFECTING
WORK OF THIS SECTION ARE PLACED AND READY TO RECEIVE THIS
WORK.
C. SEE SECTION 061000-ROUGH CARPENTRY FOR INSTALLATION OF
RECESSED AND CONCEALED WOOD BLOCKING.
3.02 INSTALLATION
A. SET AND SECURE MATERIALS AND COMPONENTS IN PLACE, PLUMB
AND LEVEL.
B. CAREFULLY SCRIBE WORK ABUTTING OTHER COMPONENTS, WITH
MAXIMUM GAPS OF 1/32 INCH (1 MM). DO NOT USE ADDITIONAL
OVERLAY TRIM TO CONCEAL LARGER GAPS.
C. INSTALL COMPONENTS, FIXTURES AND TRIM WITH FASTENERS AND
ADHESIVES AS INDICATED ON FABRICATORS SHOP DRAWINGS.
PROVIDE MECHANICAL FASTENERS FOR THE INSTALLATION OF ALL
COMPONENTS, INCLUDING INSTALLATIONS USING ADHESIVES.
D. INSTALL HARDWARE.
3.03 PREPARATION FOR SITE FINISHING
A. SET EXPOSED FASTENERS. APPLY WOOD FILLER IN EXPOSED
FASTENER INDENTATIONS. SAND WORK SMOOTH.
B. SITE FINISHING: REFER TO SECTION 099100.
C. BEFORE INSTALLATION, PRIME PAINT SURFACES OF ITEMS OR
ASSEMBLIES TO BE IN CONTACT WITH CEMENTITIOUS MATERIALS.
3.04 ERECTION TOLERANCES
A. MAXIMUM VARIATION FROM TRUE POSITION: 1/16 INCH (1.5 MM).
B. MAXIMUM OFFSET FROM TRUE ALIGNMENT WITH ABUTTING
MATERIALS: 1/32 INCH (0.7 MM).
3.05 SCHEDULE
A. INSTALLATION SCHEDULE IS INDICATED ON DRAWINGS.
END OF SECTION
SECTION 066400 - PLASTIC PANELING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. PREFINISHED PANEL SYSTEM FOR ADHESIVE MOUNTING.
1.02 REFERENCES
A. ASTM E 84 - STANDARD TEST METHOD FOR SURFACE BURNING
CHARACTERISTICS OF BUILDING MATERIALS, 2001.
1.03 DELIVERY, STORAGE, AND HANDLING
A. STORE PRODUCTS IN MANUFACTURER'S UNOPENED PACKAGING
UNTIL READY FOR INSTALLATION.
B. STORE AND DISPOSE OF SOLVENT-BASED MATERIALS, AND
MATERIALS USED WITH SOLVENT-BASED MATERIALS, IN ACCORDANCE
WITH REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. ACCEPTABLE MANUFACTURER: MARLITE, 202 HARGER STREET,
DOVER, OH 44622. ASD. TEL: (330) 343-6621. FAX: (330) 343-7296.
EMAIL: [email protected] WWW.MARLITE.COM
B. SUBSTITUTIONS: SEE SECTION 016000 - PRODUCT REQUIREMENTS.
2.02 PREFINISHED DECORATIVE PANEL SYSTEM
A. PREFINISHED PANEL SYSTEM: MARLITE FRP , CONSISTING OF
FACTORY FINISHED PANELS, TRIM, AND ACCESSORIES.
1. PANELS: AS SPECIFIED BELOW.
2. PANEL THICKNESS: 3/32 INCH.
3. PANEL SIZE: 48 INCHES WIDE X 96" OR 120" AS REQUIRED ON
PROJECT, USE FULL HEIGHT PANEL WHERE POSSIBLE.
4. SUPPORT SYSTEM: NONE, ADHESIVE APPLIED.
5. COLOR: P-100 WHITE
B. PANEL TRIM: EXTRUDED PVC IN MANUFACTURERS STANDARD
COLORS. PROVIDE ALL OUTSIDE CORNERS, INSIDE CORNERS,
DIVISION TRIMS REQUIRED FOR COMPLETE INSTALLATION.
1. PROFILE: OUTSIDE CORNERS, INSIDE CORNERS, AND EDGE
TRIM, MINIMUM 10 FOOT (3050 MM) LENGTH.
2. FOR 3/4 INCH (19 MM) PANELS: NARROWLINE TRIM.
3. FOR 1/4 INCH (6 MM) PANELS: FLAT PERIMETER EDGE TRIM
AND SHADOWLINE CORNERS AND BATTENS.
4. FINISH: CLEAR SATIN ANODIZED ALUMINUM.
C. SEALANT: MARLITE SILICONE SEALANT, GUNNABLE SILICONE RUBBER,
COLOR WHITE
PART 3 EXECUTION
3.01 EXAMINATION
A. DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN
PROPERLY PREPARED.
B. IF SUBSTRATE PREPARATION IS THE RESPONSIBILITY OF ANOTHER
INSTALLER, NOTIFY ARCHITECT OF UNSATISFACTORY PREPARATION
BEFORE PROCEEDING.
C. DO NOT BEGIN INSTALLATION UNTIL BUILDING IS COMPLETELY
ENCLOSED AND INTERIOR CONDITIONS ARE BEING MAINTAINED AS
INTENDED DURING OCCUPANCY, APPROXIMATELY 70 DEGREES F (21
DEGREES C).
3.02 PREPARATION
A. OPEN CARTONS AND ALLOW PRODUCT TO ACCLIMATIZE TO ROOM
CONDITIONS FOR AT LEAST 48 HOURS PRIOR TO INSTALLATION.
B. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE
MANUFACTURER FOR ACHIEVING THE BEST RESULT FOR THE
SUBSTRATE UNDER THE PROJECT CONDITIONS.
C. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION.
D. PROTECT EXISTING SURFACES FROM DAMAGE DUE TO INSTALLATION.
3.03 INSTALLATION
A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
B. USE THE ADHESIVES RECOMMENDED BY THE PANEL MANUFACTURER
UNLESS PROHIBITED BY LOCAL REGULATIONS, OBTAIN
MANUFACTURER'S APPROVAL OF ALTERNATIVE ADHESIVES.
C. APPLY CONTINUOUS BEAD OF SEALANT IN CHANNEL OF EACH JOINT
AND TRIM PIECE AND AT JOINT BETWEEN TRIM AND ADJACENT
CONSTRUCTION, MAINTAIN 1/8" EXPANSION SPACE AT ALL JOINTS.
D. AVOID CONTAMINATION OR DAMAGE OF PANEL FACES, CLEAN AS
NECESSARY AND REPLACE IF NOT POSSIBLE TO REPAIR TO ORIGINAL
CONDITION.
E. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
F. TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS AFTER
SUBSTANTIAL COMPLETION.
END OF SECTION
SECTION 072100 - THERMAL INSULATION
PART 1 GENERAL
1.01 SECTION INCLUDES
A. BOARD INSULATION AT EXTERIOR WALL BEHIND INTERIOR GYPSUM
BOARD WALL FINISH.
B. BATT INSULATION AND VAPOR RETARDER IN EXTERIOR WALL
CONSTRUCTION AND INTERIOR WALLS.
C. BATT INSULATION FOR FILLING CREVICES IN EXTERIOR WALL AND
ROOF.
D. SOUND INSULATION FOR DEMISING WALLS AT PUBLIC PET WASH OR
GROOMING AREAS.
1.02 REFERENCES
A. ASTM C 578 - STANDARD SPECIFICATION FOR RIGID, CELLULAR
POLYSTYRENE THERMAL INSULATION, 2001.
B. ASTM C 665 - STANDARD SPECIFICATION FOR MINERAL-FIBER
BLANKET THERMAL INSULATION FOR LIGHT FRAME CONSTRUCTION
AND MANUFACTURED HOUSING, 2001.
1.03 ENVIRONMENTAL REQUIREMENTS
A. DO NOT INSTALL INSULATION ADHESIVES WHEN TEMPERATURE OR
WEATHER CONDITIONS ARE DETRIMENTAL TO SUCCESSFUL
INSTALLATION.
PART 2 PRODUCTS
2.01 BOARD INSULATION MATERIALS
A. EXTRUDED POLYSTYRENE BOARD INSULATION: ASTM C 578, TYPE IV,
EXTRUDED POLYSTYRENE BOARD WITH EITHER NATURAL SKIN OR
CUT CELL SURFACES, WITH THE FOLLOWING CHARACTERISTICS:
1. BOARD SIZE: 24 X 96 INCH (1220 X 2440 MM).
2. BOARD THICKNESS: THICKNESS IN INCHES ( MM) AS
INDICATED ON DRAWINGS..
3. BOARD EDGES: SQUARE.
4. COMPRESSIVE RESISTANCE: 15 PSI (173 KPA).
5. BOARD DENSITY: 1.3 LB/CU FT (21 KG/CU M).
6. MANUFACTURERS:
a. DOW CHEMICAL CO: WWW.DOW.COM, STYROFOAM
Z-MATE.
b. OWENS CORNING CORP: WWW.OWENSCORNING.COM.
c. PACTIV BUILDING PRODUCTS:
WWW.PACTIVBUILDINGPRODUCTS.COM.
7. SUBSTITUTIONS: SEE SECTION 016000 - PRODUCT
REQUIREMENTS.
2.02 BATT INSULATION MATERIALS
A. BATT INSULATION: ASTM C 665, PREFORMED GLASS FIBER BATT FOR
THERMAL AND SOUND ATTENUATION APPLICATIONS, FRICTION FIT,
CONFORMING TO THE FOLLOWING:
1. THICKNESS: AS INDICATED.
2. MANUFACTURERS:
a. CERTAINTEED CORPORATION: WWW.CERTAINTEED.COM.
b. JOHNS MANVILLE CORPORATION: WWW.JM.COM.
c. OWENS CORNING CORP: WWW.OWENSCORNING.COM.
3. SUBSTITUTIONS: SEE SECTION 016000 - PRODUCT
REQUIREMENTS.
2.03 SOUND ATTENUATION BATTS
A. TYPE: UNFACED GLASS FIBER ACOUSTICAL INSULATION COMPLYING
WITH ASTM C665, TYPE 1.
B. SIZE:
THICKNESS WIDTH LENGTH
3½" 89MM 16" 406MM 24" 609MM 96" 2438MM
2½" 64MM 16" 406MM 24" 609MM 96" 2438MM
C. SIZE:SURFACE BURNING CHARACTERISTICS:
1. MAXIMUM FLAME SPREAD. 10
2. MAXIMUM SMOKE DEVELOPED: 10
WHEN TESTED IN ACCORDANCE WITH ASTM E 84.
D. COMBUSTION CHARACTERISTICS: PASSES ASTM E 136.
E. FIRE RESISTANCE RATINGS: PASSES ASTM E 119 AS PART OF A
COMPLETE FIRE TESTED WALL ASSEMBLY.
F. SOUND TRANSMISSION CLASS: STC50
G. DIMENSIONAL STABILITY: LINEAR SHRINKAGE LESS THAN 0.1%
H. MANUFACTURERS:
a. DOW CHEMICAL CO: WWW.DOW.COM, STYROFOAM
Z-MATE.
b. OWENS CORNING CORP: WWW.OWENSCORNING.COM.
c. PACTIV BUILDING PRODUCTS:
WWW.PACTIVBUILDINGPRODUCTS.COM.
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY THAT SUBSTRATE, ADJACENT MATERIALS, AND INSULATION
MATERIALS ARE DRY AND THAT SUBSTRATES ARE READY TO RECEIVE
INSULATION.
B. VERIFY SUBSTRATE SURFACES ARE FLAT, FREE OF IRREGULARITIES.
3.02 BOARD INSTALLATION AT EXTERIOR WALLS
A. APPLY ADHESIVE TO BACK OF BOARDS:
B. INSTALL BOARDS VERTICALLY ON WALLS.
6. PLACE BOARDS TO MAXIMIZE ADHESIVE CONTACT.
C. CUT AND FIT INSULATION TIGHTLY TO PROTRUSIONS OR
INTERRUPTIONS TO THE INSULATION PLANE.
3.03 BATT INSTALLATION
A. INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
B. INSTALL IN EXTERIOR WALL AND ROOF SPACES WITHOUT GAPS OR
VOIDS. DO NOT COMPRESS INSULATION.
C. TRIM INSULATION NEATLY TO FIT SPACES. INSULATE MISCELLANEOUS
GAPS AND VOIDS.
D. FIT INSULATION TIGHTLY IN CAVITIES AND TIGHTLY TO EXTERIOR SIDE
OF MECHANICAL AND ELECTRICAL SERVICES WITHIN THE PLANE OF
THE INSULATION.
3.04 PROTECTION OF FINISHED WORK
A. DO NOT PERMIT INSTALLED INSULATION TO BE DAMAGED PRIOR TO
ITS CONCEALMENT.
END OF SECTION
SECTION 077100 - ROOFING
PART 1 GENERAL
1.01 ROOF IS EXISTING. ALL WORK SHALL BE IN CONFORMANCE WITH THE
LANDLORD ROOF SYSTEM MANUFACTURER'S SPECIFICATIONS REQUIRED
TO MAINTAIN WARRANTY.
1.02 ALL ROOF WORK TO BE PERFORMED BY LANDLORD ROOFING
CONTRACTOR.
PART 2 PRODUCTS
2.01 PROVIDE ALL INSULATION, ROOF MEMBRANE, FLASHING, ADHEASIVES AND
FASTENERS REQUIRED TO PROVIDE A COMPLETE INSTALLATION.
2.2. PROVIDE BUILT-UP CRICKETS AND SADDLES TO PROVIDE POSITIVE
DRAINAGE AROUND ROOF MOUNTED EQUIPMENT.
PART 3 EXECUTION
3.01 PROTECT EXISTING ROOF SYSTEM FROM DAMAGE DURING CONSTRUCTION.
3.02 INSTALL WORK IN ACCORDANCE WITH MANUFACTURER'S WRITTEN
INSTRUCTIONS AND DETAILS.
3.03 INSTALL INSULATION IN FULL THICKNESS AT ALL ROOF OPENINGS.
END OF SECTION
SECTION 079200 - JOINT SEALANTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. SEALANTS AND JOINT BACKING.
B. PRECOMPRESSED FOAM SEALERS.
1.02 REFERENCES
A. ASTM C 920 - STANDARD SPECIFICATION FOR ELASTOMERIC JOINT
SEALANTS, 2002.
B. ASTM C 1193 - STANDARD GUIDE FOR USE OF JOINT SEALANTS, 2000.
C. ASTM D 1056 - STANDARD SPECIFICATION FOR FLEXIBLE CELLULAR
MATERIALS--SPONGE OR EXPANDED RUBBER, 2000.
D. ASTM D 1667 - STANDARD SPECIFICATION FOR FLEXIBLE CELLULAR
MATERIALS--VINYL CHLORIDE POLYMERS AND COPOLYMERS
(CLOSED-CELL FOAM), 1997.
E. ASTM D 2628 - STANDARD SPECIFICATION FOR PREFORMED
POLYCHLOROPRENE ELASTOMERIC JOINT SEALS FOR CONCRETE
PAVEMENTS, 1991 (REAPPROVED 1998).
1.03 SUBMITTALS
A. SEE SECTION 013000 - ADMINISTRATIVE REQUIREMENTS, FOR
SUBMITTAL PROCEDURES.
B. PRODUCT DATA: PROVIDE DATA INDICATING SEALANT CHEMICAL
CHARACTERISTICS.
C. MANUFACTURERS COLOR SELECTION CHART FOR COLOR
VERIFICATION AT EXPOSED TO VIEW SEALANTS.
1.04 QUALITY ASSURANCE
A. MAINTAIN ONE COPY OF EACH REFERENCED DOCUMENT COVERING
INSTALLATION REQUIREMENTS ON SITE.
B. APPLICATOR QUALIFICATIONS: COMPANY SPECIALIZING IN
PERFORMING THE WORK OF THIS SECTION WITH MINIMUM 3 YEARS
EXPERIENCE.
1.05 ENVIRONMENTAL REQUIREMENTS
A. MAINTAIN TEMPERATURE AND HUMIDITY RECOMMENDED BY THE
SEALANT MANUFACTURER DURING AND AFTER INSTALLATION.
1.06 WARRANTY
A. SEE SECTION 017700 - CLOSEOUT SUBMITTALS, FOR ADDITIONAL
WARRANTY REQUIREMENTS.
B. CORRECT DEFECTIVE WORK WITHIN A FIVE YEAR PERIOD AFTER DATE
OF SUBSTANTIAL COMPLETION.
C. WARRANTY: INCLUDE COVERAGE FOR INSTALLED SEALANTS AND
ACCESSORIES WHICH FAIL TO ACHIEVE AIRTIGHT SEAL
D. GENERAL WARANTY: SPECIAL WARRANTIES SPECIFIED IN THIS
ARTICLE SAHLL NOT DEPRIEVE THE OWNER OF OTHER RIGHTS THE
OWNER MAY HAVE UNDER OTHER PROVISIONS OF THE CONTRACT
DOCUMENTS AND SHALL BE IN ADDITON TO AND RUM CONCURRENT
WITH THE OTHER WARRANTIES MADE BY THE CONTRACTOR UNDER
REQUIREMENTS OF THE CONTRACT DOCUMENTS.
E. SPECIAL INSTALLERS WARRANTY: WRITTEN WARRANTY SIRNED BY
THE INSTALLER AGEEING TO REPAIR OR REPLACE ELATOMERIC JOINT
SEALANTS THAT DO NOT COMPLY WITHTHE PERFORMANCE AND
OTHER REQUIREMENTS OF THIS SECTION WITHIN A WARRANTY
PERIOD OF TWO YEARS FOR THE DATE OF SUBSTANTIAL
COMPLETION.
F. SPECIAL MANUFACTURERS WARRANTY: WRITTEN WARRANTY SIGNED
BY THE MANUFACTURER AGEEING TO REPAIR OR REPLACE
ELATOMERIC JOINT SEALANTS THAT DO NOT COMPLY WITHTHE
PERFORMANCE AND OTHER REQUIREMENTS OF THIS SECTION WITHIN
A WARRANTY PERIOD OF FIVE YEARS FOR THE DATE OF SUBSTANTIAL
COMPLETION.
G. SPECIAL WARRANTIES SPECIFIED IN THIS THIS SECTION EXCLUDE
DETERIORATION OR FAILURE OF ELASTOMERIC SEALANT FROM THE
FOLLOWING:
1. MOVEMENT OF THE STRUCTURE FROM STRESSES ON THE
SEALANT THAT EXCEED THE SEALANT MANUFACTURERS
WRITTEN SPECIFICATIONS FOR SEALANT ELONGATION AND
COMPRESSION CAUSED BY STRUCTURAL SETTLEMENT OR
ERRORS ATTRIBUTABLE TO DESIGN AND CONSTRUCTION.
2. DISINTEGRATION OF JOINT SUBSTRATES FROM NATURAL
CAUSES EXCEEDING DESIGN SPECIFICATIONS.
3. MECHANICAL DAMAGE CAUSED BY INDIVIDUALS, TOOLS, OR
OTHER OUTSIDE AGENTS.
4. CHANGES IN THE SEALANT APPEARANCE CAUSED BY THE
ACCUMULATION OF DIRT OR OTHER ATMOSPHERIC
CONTAMINANTS.
PART 2 PRODUCTS
2.01 EXTERIOR SEALANTS
A. PROVIDE ONE OR TWO COMPONENT ALIPHATIC URETHANE WHER
WHITE OR CUSTOM COLOR IS REQUIRED AND FOR VINYL TO VINYL
WITH PRIMER, MASONRY TO MASONRY INCLUDIING CONTROL JOINTS,
ALUMINUM TO MASONRY WITH PRIMER ON ALUMINUM AND FOR EIFS
APPLICATIONS.
1. USE ONE PRODUCT FOR THE ENTIRE JOB.
2. PRODUCTS: WHEN WHITE COLOR IS REQUIRED.
a. WHEN WHITE COLOR IS REQUIRED. ULTRA BY
SONNEBORN
3. PROVIDE ONE OF THE FOLLOWING WHEN NON WHITE COLOR IS
SELECTED.
a. SONOLASTIC NP 2 BY SONNEBORN
b. DYNATROL II BY PECORA
c. CHE-CALK 500 BY BOSTIC
d. DYMERIC 511 BY TREMCO
B. PROVIDE ONE PART POLYETHER, MODIFIED SILICONE,
SIL-TERMINATED NON-SAG ELASTOMERIC SEALANT FOR METAL TO
METAL , METAL TO GLASS, GLASS TO GLASS, FERROUS METAL TO
VINYL, VINYL TO VINYL.
1. PRODUCTS:
a. SONOLASTIC 150 BY SONNEBORN
b. DOW CORNING 790 BY DOW CORNING
c. SILPUR SEALANT BY GE SILICONES
C. PROVIDE TWO PART POLYURETHANE SELF LEVLEING SEALANT FOR
EXTERIOR AND INTERIOR EXPANSION AND CONTROL JOINTS IN
HORIZONTAL WEARING SURFACES.
1. PRODUCTS
a. SONOLASTIC SL 2 BY SONNEBORN
b. DYNATRED BY PECORA
C. CHEM CALK 550 BY BOSTIK
D. PROVIDE ONE COMPONENT HIGH PERFORMANCE POLYURETHANE
SEALANT FOR INTERIOR SEALANT IN CONTACT WITH EXTERIOR
ALUMINUM STOREFRONT, DOORS AND FRAMES.
1. PRODUCTS
a. SONOLASTIC NP1 BY SONNEBORN
b. DYNATROL 1 BY PECORA
c. CHEM-CALK 2639 BY BOSTIK
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY THAT SUBSTRATE SURFACES ARE READY TO RECEIVE WORK.
B. VERIFY THAT JOINT BACKING AND RELEASE TAPES ARE COMPATIBLE
WITH SEALANT.
3.02 PREPARATION
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. PERFORM PREPARATION IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND ASTM C 1193.
D. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION
FROM DAMAGE OR DISFIGUREMENT.
3.03 INSTALLATION
A. PERFORM WORK IN ACCORDANCE WITH SEALANT MANUFACTURER'S
REQUIREMENTS FOR PREPARATION OF SURFACES AND MATERIAL
INSTALLATION INSTRUCTIONS.
B. PERFORM INSTALLATION IN ACCORDANCE WITH ASTM C 1193.
C. MEASURE JOINT DIMENSIONS AND SIZE JOINT BACKERS TO ACHIEVE
WIDTH-TO-DEPTH RATIO, NECK DIMENSION, AND SURFACE BOND
AREA AS RECOMMENDED BY MANUFACTURER.
D. INSTALL BOND BREAKER WHERE JOINT BACKING IS NOT USED. E.
INSTALL SEALANT FREE OF AIR POCKETS, FOREIGN EMBEDDED
MATTER, RIDGES, AND SAGS.
F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE
RANGES. CONSULT MANUFACTURER WHEN SEALANT CANNOT BE
APPLIED WITHIN THESE TEMPERATURE RANGES.
G. TOOL JOINTS CONCAVE.
3.04 CLEANING
A. CLEAN ADJACENT SOILED SURFACES.
3.05 PROTECTION OF FINISHED WORK
A. PROTECT SEALANTS UNTIL CURED.
END OF SECTION
1 2 3 5
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SECTION 081113 - HOLLOW METAL DOORS AND FRAMES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. NON-FIRE-RATED STEEL DOORS AND FRAMES.
B. STEEL FRAMES FOR WOOD DOORS.
C. THERMALLY INSULATED STEEL DOORS.
D. ACCESSORIES, INCLUDING GLAZING, LOUVERS, AND MATCHING
PANELS.
1.02 REFERENCES
A. ANSI/ICC A117.1 - AMERICAN NATIONAL STANDARD FOR ACCESSIBLE
AND USABLE BUILDINGS AND FACILITIES, INTERNATIONAL CODE
COUNCIL, 1998.
B. ANSI A250.8 - SDI-100 RECOMMENDED SPECIFICATIONS FOR
STANDARD STEEL DOORS AND FRAMES, 1998.
C. ANSI A250.10 - TEST PROCEDURE AND ACCEPTANCE CRITERIA FOR
PRIME PAINTED STEEL SURFACES FOR STEEL DOORS AND FRAMES,
1998.
D. ASTM A 653/A 653M - STANDARD SPECIFICATION FOR STEEL SHEET,
ZINC-COATED (GALVANIZED) OR ZINC-IRON ALLOY-COATED
(GALVANNEALED) BY THE HOT-DIP PROCESS, 2002A
E. ASTM C 236 - STANDARD TEST METHOD FOR STEADY-STATE
THERMAL PERFORMANCE OF BUILDING ASSEMBLIES BY MEANS OF A
GUARDED HOT BOX, 1989 (REAPPROVED 1993).
F. ASTM C 1363 - STANDARD TEST METHOD FOR THERMAL
PERFORMANCE OF BUILDING ASSEMBLIES BY MEANS OF A HOT BOX
APPARATUS, 1997.
G. DHI A115 SERIES - SPECIFICATIONS FOR STEEL DOORS AND FRAME
PREPARATION FOR HARDWARE, DOOR AND HARDWARE INSTITUTE,
CURRENT EDITION (ANSI/DHI A115 SERIES).
H. NAAMM HMMA 840 - INSTALLATION AND STORAGE OF HOLLOW METAL
DOORS AND FRAMES, THE NATIONAL ASSOCIATION OF
ARCHITECTURAL METAL MANUFACTURERS, 1999.
I. NAAMM HMMA 860 - GUIDE SPECIFICATIONS FOR HOLLOW METAL
DOORS AND FRAMES, THE NATIONAL ASSOCIATION OF
ARCHITECTURAL METAL MANUFACTURERS, 1992.
J. NFPA 80 - STANDARD FOR FIRE DOORS AND FIRE WINDOWS,
NATIONAL FIRE PROTECTION ASSOCIATION, 1999.
K. NFPA 252 - STANDARD METHODS OF FIRE TESTS OF DOOR
ASSEMBLIES, NATIONAL FIRE PROTECTION ASSOCIATION, 1999.
L. UL (BMD) - BUILDING MATERIALS DIRECTORY, UNDERWRITERS
LABORATORIES INC., CURRENT EDITION.
1.03 QUALITY ASSURANCE
A. MAINTAIN AT THE PROJECT SITE A COPY OF ALL REFERENCE
STANDARDS DEALING WITH INSTALLATION.
1.04 DELIVERY, STORAGE, AND PROTECTION
A. STORE IN ACCORDANCE WITH NAAMM HMMA 840.
B. PROTECT WITH RESILIENT PACKAGING, AVOID HUMIDITY BUILD-UP
UNDER COVERINGS, PREVENT CORROSION.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. STEEL DOORS AND FRAMES:
1. STEELCRAFT, PRODUCT BF16: WWW.STEELCRAFT.COM.
2. CECO DOOR PRODUCTS: WWW.CECODOOR.COM.
3. REPUBLIC BUILDERS PRODUCTS:
WWW.REPUBLICDOOR.COM.
4. SUBSTITUTIONS: SEE SECTION 016000 - PRODUCT
REQUIREMENTS.
2.02 DOORS AND FRAMES
A. REQUIREMENTS FOR ALL DOORS AND FRAMES:
1. ACCESSIBILITY: COMPLY WITH ANSI/ICC A117.1.
2. DOOR TOP CLOSURES: EXTERIOR DOORS SHALL BE FLUSH
WITH TOP OF FACES AND EDGES.
3. DOOR EDGE PROFILE: BEVELED ON BOTH EDGES.
4. DOOR TEXTURE: SMOOTH FACES.
5. HARDWARE PREPARATION: IN ACCORDANCE WITH DHI A115
SERIES, WITH REINFORCEMENT WELDED IN PLACE, IN
ADDITION TO OTHER REQUIREMENTS SPECIFIED IN DOOR
GRADE STANDARD.
6. GALVANIZING FOR EXTERIOR DOORS: ALL COMPONENTS
HOT-DIPPED ZINC-IRON ALLOY-COATED (GALVANNEALED),
MANUFACTURER'S STANDARD COATING THICKNESS.
7. FINISH: FACTORY PRIMED, FOR FIELD FINISHING.
B. COMBINED REQUIREMENTS: IF A PARTICULAR DOOR AND FRAME
UNIT IS INDICATED TO COMPLY WITH MORE THAN ONE TYPE OF
REQUIREMENT, COMPLY WITH ALL THE SPECIFIED REQUIREMENTS
FOR EACH TYPE, FOR INSTANCE, AN EXTERIOR DOOR THAT IS ALSO
INDICATED AS BEING SOUND-RATED MUST COMPLY WITH THE
REQUIREMENTS SPECIFIED FOR EXTERIOR DOORS AND FOR
SOUND-RATED DOORS, WHERE TWO REQUIREMENTS CONFLICT,
COMPLY WITH THE MOST STRINGENT.
2.03 STEEL DOORS
A. EXTERIOR DOORS:
1. GRADE: ANSI A250.8 LEVEL 3, MODEL 2, FULL FLUSH
SEAMLESS.
2. CORE: POLYURETHANE.
3. TOP AND BOTTOM CLOSURES: FLUSH WITH FACES AND
EDGES.
4. GALVANIZING: ALL COMPONENTS HOT-DIPPED ZINC-IRON
ALLOY-COATED (GALVANNEALED) IN ACCORDANCE WITH
ASTM A 653/A 653M, WITH MANUFACTURER'S STANDARD
COATING THICKNESS.
5. TEXTURE: SMOOTH FACES.
6. INSULATING VALUE: U-VALUE OF ,WHEN TESTED IN
ACCORDANCE WITH ASTM C 1363.
7. WEATHERSTRIPPING: SEPARATE, SEE SECTION 087100.
8. FINISH: FACTORY PRIMED, FOR FIELD FINISHING.
B. INTERIOR DOORS:
1. GRADE: ANSI A250.8 LEVEL 2, MODEL 1, FLUSH.
2. GRADE: NAAMM HMMA 860, PHYSICAL PERFORMANCE LEVEL
A.
3. CORE: STEEL STIFFENERS.
4. THICKNESS: 1-3/4 INCHES (44 MM).
5. TEXTURE: SMOOTH FACES.
6. FINISH: FACTORY PRIMED, FOR FIELD FINISHING.
C. PANELS: SAME CONSTRUCTION, PERFORMANCE, AND FINISH AS
DOORS.
2.04 STEEL FRAMES
A. GENERAL:
1. COMPLY WITH THE REQUIREMENTS OF GRADE SPECIFIED
FOR CORRESPONDING DOOR.
a. ANSI A250.8 LEVEL 2 DOORS: 16 GAGE FRAMES; LEVEL 3
DOOR 16 GA.
2. FINISH: SAME AS FOR DOOR.
3. PROVIDE MORTAR GUARD BOXES FOR HARDWARE CUT-OUTS
IN FRAMES TO BE INSTALLED IN MASONRY OR TO BE
GROUTED.
4. FRAMES IN MASONRY WALLS: SIZE TO SUIT MASONRY
COURSING WITH HEAD MEMBER TO FILL OPENING WITHOUT
CUTTING MASONRY UNITS.
B. EXTERIOR DOOR FRAMES: FACE WELDED, SEAMLESS WITH JOINTS
FILLED.
1. GALVANIZING: ALL COMPONENTS HOT-DIPPED ZINC-IRON
ALLOY-COATED (GALVANNEALED) IN ACCORDANCE WITH
ASTM A 653/A 653M, WITH MANUFACTURER'S STANDARD
COATING THICKNESS.
2. WEATHERSTRIPPING: SEPARATE, SEE SECTION 087100.
C. INTERIOR DOOR FRAMES, FIRE-RATED: DRYWALL SLIP-ON TYPE OR
FACE WELDED AT MASONRY WALL CONSTRUCTION.
1. FIRE RATING: SAME AS DOOR, LABELED.
D. FRAMES FOR INTERIOR GLAZING OR BORROWED LIGHTS:
CONSTRUCTION AND FACE DIMENSIONS TO MATCH DOOR FRAMES,
AND AS INDICATED ON DRAWINGS.
2.05 ACCESSORY MATERIALS
A. LOUVERS: ROLL FORMED STEEL WITH OVERLAPPING FRAME,
FACTORY-PAINTED FINISH, COLOR AS SELECTED,
FACTORY-INSTALLED.
1. IN FIRE-RATED DOORS: UL-LISTED FUSIBLE LINK LOUVER,
SAME RATING AS DOOR.
B. GROUT FOR FRAMES: PORTLAND CEMENT GROUT OF MAXIMUM
4-INCH SLUMP FOR HAND TROWELING, THINNER PUMPABLE GROUT
IS PROHIBITED.
C. SILENCERS: RESILIENT RUBBER, FITTED INTO DRILLED HOLE, 3 ON
STRIKE SIDE OF SINGLE DOOR, 3 ON CENTER MULLION OF PAIRS,
AND 2 ON HEAD OF PAIRS WITHOUT CENTER MULLIONS.
D. TEMPORARY FRAME SPREADERS: PROVIDE FOR ALL FACTORY- OR
SHOP-ASSEMBLED FRAMES.
2.06 FINISH MATERIALS
A. PRIMER: RUST-INHIBITING, COMPLYING WITH ANSI A250.10, DOOR
MANUFACTURER'S STANDARD.
B. BITUMINOUS COATING: ASPHALT EMULSION OR OTHER HIGH-BUILD,
WATER-RESISTANT, RESILIENT COATING.
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK.
B. VERIFY THAT OPENING SIZES AND TOLERANCES ARE ACCEPTABLE.
3.02 PREPARATION
A. COAT INSIDE OF FRAMES TO BE INSTALLED IN MASONRY OR TO BE
GROUTED, WITH BITUMINOUS COATING, PRIOR TO INSTALLATION.
3.03 INSTALLATION
A. INSTALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE
SPECIFIED DOOR GRADE STANDARD AND NAAMM HMMA 840.
B. IN ADDITION, INSTALL FIRE RATED UNITS IN ACCORDANCE WITH
NFPA 80.
C. COORDINATE FRAME ANCHOR PLACEMENT WITH WALL
CONSTRUCTION.
D. GROUT FRAMES IN MASONRY CONSTRUCTION, USING HAND TROWEL
METHODS, BRACE FRAMES SO THAT PRESSURE OF GROUT BEFORE
SETTING WILL NOT DEFORM FRAMES. SET FOAM SPACERS BLOCK AT
SILENCER HOLES.
E. COORDINATE INSTALLATION OF HARDWARE.
F. COORDINATE INSTALLATION OF GLAZING.
3.04 ERECTION TOLERANCES
A. CLEARANCES BETWEEN DOOR AND FRAME: AS SPECIFIED IN ANSI
A250.8.
B. MAXIMUM DIAGONAL DISTORTION: 1/16 IN (1.5 MM) MEASURED WITH
STRAIGHT EDGE, CORNER TO CORNER.
3.05 ADJUSTING
A. ADJUST FOR SMOOTH AND BALANCED DOOR MOVEMENT.
3.06 SCHEDULE
A. REFER TO DOOR AND FRAME SCHEDULE ON THE DRAWINGS.
END OF SECTION
SECTION 081416 - FLUSH WOOD DOORS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. FLUSH WOOD DOORS, FLUSH CONFIGURATION, FIRE RATED AND
NON-RATED.
1.02 REFERENCES
A. AWI (QSI) - ARCHITECTURAL WOODWORK QUALITY STANDARDS
ILLUSTRATED, ARCHITECTURAL WOODWORK INSTITUTE, 1997,
SEVENTH EDITION, VERSION 1.0.
B. WDMA NWWDA I.S.1-A - ARCHITECTURAL WOOD FLUSH DOORS,
WINDOW AND DOOR MANUFACTURERS ASSOCIATION (FORMERLY
NWWDA), 1997.
1.03 SUBMITTALS
A. SEE SECTION 013000 - ADMINISTRATIVE REQUIREMENTS FOR
SUBMITTAL PROCEDURES.
B. PRODUCT DATA: INDICATE DOOR CORE MATERIALS AND
CONSTRUCTION, VENEER SPECIES, TYPE AND CHARACTERISTICS.
1.04 QUALITY ASSURANCE
A. MANUFACTURER: COMPANY SPECIALIZING IN MANUFACTURING THE
PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE
YEARS OF DOCUMENTED EXPERIENCE.
1.05 DELIVERY, STORAGE, AND PROTECTION
A. PACKAGE, DELIVER AND STORE DOORS IN ACCORDANCE WITH
SPECIFIED QUALITY STANDARD.
B. ACCEPT DOORS ON SITE IN MANUFACTURER'S PACKAGING. INSPECT
FOR DAMAGE.
C. PROTECT DOORS WITH RESILIENT PACKAGING SEALED WITH HEAT
SHRUNK PLASTIC. DO NOT STORE IN DAMP OR WET AREAS, OR IN
AREAS WHERE SUNLIGHT MIGHT BLEACH VENEER. SEAL TOP AND
BOTTOM EDGES WITH TINTED SEALER IF STORED MORE THAN ONE
WEEK. BREAK SEAL ON SITE TO PERMIT VENTILATION.
1.06 PROJECT CONDITIONS
A. COORDINATE THE WORK WITH DOOR OPENING CONSTRUCTION,
DOOR FRAME AND DOOR HARDWARE INSTALLATION.
1.07 WARRANTY
A. SEE SECTION 017700 - CLOSEOUT SUBMITTALS FOR ADDITIONAL
WARRANTY REQUIREMENTS.
B. PROVIDE WARRANTY FOR THE FOLLOWING TERM:
1. INTERIOR DOORS: TWO (2) YEARS.
C. INCLUDE COVERAGE FOR DELAMINATION OF VENEER, WARPING
BEYOND SPECIFIED INSTALLATION TOLERANCES, DEFECTIVE
MATERIALS, AND TELEGRAPHING CORE CONSTRUCTION
PART 2 PRODUCTS
2.01 DOORS AND PANELS
A. ALL DOORS: SEE DRAWINGS FOR LOCATIONS AND ADDITIONAL
REQUIREMENTS.
1. QUALITY STANDARD: WDMA I.S. 1-A, ECONOMY GRADE.
2. WOOD VENEER FACED DOORS: 5-PLY UNLESS OTHERWISE
INDICATED.
B. INTERIOR DOORS: 1-3/4 INCHES (44 MM) THICK UNLESS OTHERWISE
INDICATED, FLUSH CONSTRUCTION.
1. PROVIDE SOLID CORE DOORS AT ALL LOCATIONS EXCEPT
PROVIDE HOLLOW CORE DOORS AT LOCATIONS INDICATED
ON DRAWINGS.
2.02 DOOR AND PANEL CORES
A. NON-RATED SOLID CORE AND 20 MINUTE RATED DOORS: TYPE SLC,
STAVED LUMBER CORE, PLIES AND FACES AS INDICATED ABOVE.
B. HOLLOW CORE DOORS: TYPE SHC - STANDARD, PLIES AND FACES
AS INDICATED ABOVE.
2.03 DOOR FACINGS
A. WOOD VENEER FACING FOR TRANSPARENT FINISH: NATURAL BIRCH,
VENEER GRADE AS SPECIFIED BY QUALITY STANDARD, QUARTER
SLICED, BOOK VENEER MATCH, RUNNING ASSEMBLY MATCH, UNLESS
OTHERWISE INDICATED.
1. VERTICAL EDGES: COMPATIBLE HARDWOOD.
B. VENEER FACING FOR OPAQUE FINISH: MEDIUM DENSITY OVERLAID
PLYWOOD.
2.04 ACCESSORIES
2.05 DOOR CONSTRUCTION
A. FABRICATE DOORS IN ACCORDANCE WITH DOOR QUALITY
STANDARD SPECIFIED.
B. PROVIDE SOLID BLOCKS AT LOCK EDGE FOR HARDWARE
REINFORCEMENT.
C. FIT DOOR EDGE TRIM TO EDGE OF STILES AFTER APPLYING VENEER
FACING.
D. PROVIDE EDGE CLEARANCES IN ACCORDANCE WITH AWI QUALITY
STANDARDS ILLUSTRATED SECTION 1700.
2.06 FACTORY FINISHING
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK.
B. VERIFY THAT OPENING SIZES AND TOLERANCES ARE ACCEPTABLE.
C. DO NOT INSTALL DOORS IN FRAME OPENINGS THAT ARE NOT PLUMB
OR ARE OUT-OF-TOLERANCE FOR SIZE OR ALIGNMENT.
3.02 INSTALLATION
A. INSTALL DOORS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND SPECIFIED QUALITY STANDARD.
B. TRIM NON-RATED DOOR WIDTH BY CUTTING EQUALLY ON BOTH JAMB
EDGES.
C. TRIM DOOR HEIGHT BY CUTTING BOTTOM EDGES TO A MAXIMUM OF
3/4 INCH (19 MM).
D. USE MACHINE TOOLS TO CUT OR DRILL FOR HARDWARE.
E. COORDINATE INSTALLATION OF DOORS WITH INSTALLATION OF
FRAMES AND HARDWARE.
F. COORDINATE INSTALLATION OF GLAZING.
G. INSTALL DOOR LOUVERS PLUMB AND LEVEL.
3.03 INSTALLATION TOLERANCES
A. CONFORM TO SPECIFIED QUALITY STANDARD FOR FIT AND
CLEARANCE TOLERANCES.
B. CONFORM TO SPECIFIED QUALITY STANDARD FOR MAXIMUM
DIAGONAL DISTORTION.
3.04 ADJUSTING
A. ADJUST DOORS FOR SMOOTH AND BALANCED DOOR MOVEMENT.
B. ADJUST CLOSERS FOR FULL CLOSURE.
3.05 SCHEDULE - SEE DRAWINGS
END OF SECTION
SECTION 083613 - SECTIONAL DOORS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. STEEL SECTIONAL OVERHEAD DOORS.
B. ELECTRIC OPERATORS AND CONTROLS.
C. OPERATING HARDWARE, TRACKS, AND SUPPORT.
1.02 REFERENCES
A. ANSI/DASMA 102 AMERICAN NATIONAL STANDARD SPECIFICATIONS
FOR SECTIONAL OVERHEAD TYPE DOORS.
1.03 SUBMITTALS
A. SEE SECTION 013000 - ADMINISTRATIVE REQUIREMENTS, FOR
SUBMITTAL PROCEDURES.
B. PRODUCT DATA: MANUFACTURER'S DATA SHEETS ON EACH
PRODUCT TO BE USED, INCLUDING:
1. PREPARATION INSTRUCTIONS AND RECOMMENDATIONS.
2. STORAGE AND HANDLING REQUIREMENTS AND
RECOMMENDATIONS.
3. INSTALLATION METHODS.
C. SHOP DRAWINGS: INDICATE PLANS AND ELEVATIONS INCLUDING
OPENING DIMENSIONS AND REQUIRED TOLERANCES, CONNECTION
DETAILS, ANCHORAGE SPACING, HARDWARE LOCATIONS, AND
INSTALLATION DETAILS.
D. MANUFACTURER'S CERTIFICATES: CERTIFY PRODUCTS MEET OR
EXCEED SPECIFIED REQUIREMENTS.
E. OPERATION AND MAINTENANCE DATA.
1.04 QUALITY ASSURANCE
A. MANUFACTURER QUALIFICATIONS: COMPANY SPECIALIZING IN
MANUFACTURING PRODUCTS SPECIFIED IN THIS SECTION WITH
MINIMUM FIVE YEARS DOCUMENTED EXPERIENCE.
B. INSTALLER QUALIFICATIONS: AUTHORIZED REPRESENTATIVE OF THE
MANUFACTURER WITH MINIMUM FIVE YEARS DOCUMENTED
EXPERIENCE.
C. PRODUCTS REQUIRING ELECTRICAL CONNECTION: LISTED AND
CLASSIFIED BY UNDERWRITERS LABORATORIES, INC. ACCEPTABLE
TO AUTHORITY HAVING JURISDICTION AS SUITABLE FOR PURPOSE
SPECIFIED.
1.05 DELIVERY, STORAGE, AND HANDLING
A. STORE PRODUCTS IN MANUFACTURER'S UNOPENED LABELED
PACKAGING UNTIL READY FOR INSTALLATION.
B. PROTECT MATERIALS FROM EXPOSURE TO MOISTURE UNTIL READY
FOR INSTALLATION.
C. STORE MATERIALS IN A DRY, VENTILATED WEATHERTIGHT LOCATION
1.06 PROJECT CONDITIONS
A. PRE-INSTALLATION CONFERENCE: CONVENE A PRE-INSTALLATION
CONFERENCE JUST PRIOR TO COMMENCEMENT OF FIELD
OPERATIONS, TO ESTABLISH PROCEDURES TO MAINTAIN OPTIMUM
WORKING CONDITIONS AND TO COORDINATE THIS WORK WITH
RELATED AND ADJACENT WORK.
PART 2 PRODUCTS .
2.01 MANUFACTURERS
A. ACCEPTABLE MANUFACTURER: OVERHEAD DOOR CORP., 2501 S
STATE HWY. 121, SUITE 200, LEWISVILLE, TX 75067. ASD. TEL TOLL
FREE: (800) 275-3290. PHONE: (469) 549-7100. FAX: (972) 906-1499. WEB
SITE: WWW.OVERHEADDOOR.COM E-MAIL:
B. REQUESTS FOR SUBSTITUTIONS WILL BE CONSIDERED IN
ACCORDANCE WITH PROVISIONS OF SECTION 016000.
2.02 SECTIONAL OVERHEAD DOORS
A. SECTIONAL OVERHEAD STEEL DOORS: 416 SERIES STEEL DOORS BY
OVERHEAD DOOR CORPORATION. UNITS SHALL HAVE THE
FOLLOWING CHARACTERISTICS:
1. DOOR ASSEMBLY: STEEL DOOR ASSEMBLY WITH RABBETED
MEETING RAILS TO FORM WEATHERTIGHT JOINTS AND
PROVIDE FULL-WIDTH INTERLOCKING STRUCTURAL RIGIDITY.
a. PANEL THICKNESS: 2 INCHES (51 MM).
b. EXTERIOR SURFACE: FLUSH.
c. THERMAL VALUES: R-VALUE OF 8.56; U-VALUE OF 0.17.
d. SECTION MATERIAL: 16 GAUGE, GALVANIZED STEEL.
e. CENTER AND END STILES: 16 GAUGE STEEL.
f. SPRINGS:
1.) 10,000 CYCLES.
2. LOCK:
a. INTERIOR MOUNTED SLIDE LOCK.
3. WEATHERSTRIPPING:
a. FLEXIBLE BULB-TYPE STRIP AT BOTTOM SECTION.
b. FLEXIBLE JAMB SEALS.
c. FLEXIBLE HEADER SEAL.
7. TRACK: PROVIDE TRACK AS RECOMMENDED BY
MANUFACTURER TO SUIT LOADING REQUIRED AND
CLEARANCES AVAILABLE.
8. MANUAL OPERATION: PULL ROPE.
9. ELECTRIC MOTOR OPERATION: PROVIDE UL LISTED ELECTRIC
OPERATOR, SIZE AND TYPE AS RECOMMENDED BY
MANUFACTURER TO MOVE DOOR IN EITHER DIRECTION AT
NOT LESS THAN 2/3 FOOT NOR MORE THAN 1 FOOT PER
SECOND. OPERATOR SHALL MEET UL325/2010
REQUIREMENTS FOR CONTINUOUS MONITORING OF SAFETY
DEVICES.
a. ENTRAPMENT PROTECTION: REQUIRED FOR MOMENTARY
CONTACT, INCLUDES RADIO CONTROL OPERATION.
1.) PNEUMATIC SENSING EDGE UP TO 18 FEET (5.5 M) WIDE.
CONSTANT CONTACT ONLY COMPLYING WITH UL 325/2010.
b. OPERATOR CONTROLS:
1.) PUSH-BUTTON AND KEY OPERATED CONTROL STATIONS
WITH OPEN, CLOSE, AND STOP BUTTONS.
2.) SURFACE MOUNTING.
3.) INTERIOR LOCATION.
PART 3 EXECUTION
3.01 EXAMINATION
A. DO NOT BEGIN INSTALLATION UNTIL OPENINGS HAVE BEEN
PROPERLY PREPARED.
B. VERIFY WALL OPENINGS ARE READY TO RECEIVE WORK AND
OPENING DIMENSIONS AND TOLERANCES ARE WITHIN SPECIFIED
LIMITS.
C. VERIFY ELECTRICAL POWER IS AVAILABLE AND OF CORRECT
CHARACTERISTICS.
3.02 PREPARATION
A. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION.
B. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE
MANUFACTURER FOR ACHIEVING THE BEST RESULTS FOR THE
SUBSTRATE UNDER THE PROJECT CONDITIONS.
3.03 INSTALLATION
A. INSTALL OVERHEAD DOORS AND TRACK IN ACCORDANCE WITH
APPROVED SHOP DRAWINGS AND THE MANUFACTURER'S PRINTED
INSTRUCTIONS..
B. COORDINATE INSTALLATION WITH ADJACENT WORK TO ENSURE
PROPER CLEARANCES AND ALLOW FOR MAINTENANCE.
C. ANCHOR ASSEMBLY TO WALL CONSTRUCTION AND BUILDING
FRAMING WITHOUT DISTORTION OR STRESS.
D. SECURELY BRACE DOOR TRACKS SUSPENDED FROM STRUCTURE.
SECURE TRACKS TO STRUCTURAL MEMBERS ONLY.
E. FIT AND ALIGN DOOR ASSEMBLY INCLUDING HARDWARE.
F. COORDINATE INSTALLATION OF ELECTRICAL SERVICE. COMPLETE
POWER AND CONTROLS WIRING FROM DISCONNECT TO UNIT
COMPONENTS..
3.04 CLEANING AND ADJUSTING
A. ADJUST DOORS ASSEMBLY TO SMOOTH OPERATION AND IN FULL
CONTACT WITH WEATHERSTRIPPING.
B. CLEAN DOORS, FRAMES AND GLASS.
C. REMOVE TEMPORARY LABELS AND VISIBLE MARKINGS.
3.05 PROTECTION OF FINISHED WORK
A. DO NOT PERMIT CONSTRUCTION TRAFFIC THROUGH OVERHEAD
DOOR OPENINGS AFTER ADJUSTMENT AND CLEANING.
B. PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT.
C. TOUCH-UP DAMAGED COATINGS AND FINISHES AND REPAIR DAMAGE
BEFORE SUBSTANTIAL COMPLETION.
END OF SECTION
SECTION 084113 - ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. ALUMINUM-FRAMED STOREFRONT, WITH VISION GLASS.
B. WEATHERSTRIPPING.
C. PERIMETER SEALANT.
1.02 RELATED SECTIONS
A. SECTION 079200 - JOINT SEALERS: PERIMETER SEALANT AND
BACK-UP MATERIALS.
B. SECTION 088000 - GLAZING: GLASS AND GLAZING ACCESSORIES.
1.03 REFERENCES
A. AA DAF-45 - DESIGNATION SYSTEM FOR ALUMINUM FINISHES, THE
ALUMINUM ASSOCIATION, INC., 2003.
B. AAMA CW-10 - CARE AND HANDLING OF ARCHITECTURAL ALUMINUM
FROM SHOP TO SITE, AMERICAN ARCHITECTURAL MANUFACTURERS
ASSOCIATION, 1997.
C. AAMA 611 - VOLUNTARY SPECIFICATION FOR ANODIZED
ARCHITECTURAL ALUMINUM, AMERICAN ARCHITECTURAL
MANUFACTURERS ASSOCIATION, 1998.
D. ASTM B 221 - STANDARD SPECIFICATION FOR ALUMINUM AND
ALUMINUM-ALLOY EXTRUDED BARS, RODS, WIRE, PROFILES, AND
TUBES, 2002.
E. ASTM B 221M - STANDARD SPECIFICATION FOR ALUMINUM AND
ALUMINUM-ALLOY EXTRUDED BARS, RODS, WIRE, PROFILES, AND
TUBES (METRIC), 2002.
1.04 SUBMITTALS
A. SEE SECTION 013000 - ADMINISTRATIVE REQUIREMENTS, FOR
SUBMITTAL PROCEDURES.
B. PRODUCT DATA: PROVIDE COMPONENT DIMENSIONS, DESCRIBE
COMPONENTS WITHIN ASSEMBLY, ANCHORAGE AND FASTENERS,
GLASS AND INFILL, DOOR HARDWARE, INTERNAL DRAINAGE DETAILS.
C. SHOP DRAWINGS: INDICATE SYSTEM DIMENSIONS, FRAMED
OPENING REQUIREMENTS AND TOLERANCES, AFFECTED RELATED
WORK, EXPANSION AND CONTRACTION JOINT LOCATION AND
DETAILS, AND FIELD WELDING REQUIRED.
D. WARRANTY: SUBMIT MANUFACTURER WARRANTY AND ENSURE
FORMS HAVE BEEN COMPLETED IN DEVELOPERS DIVERSIFIED'S
NAME AND REGISTERED WITH MANUFACTURER.
1.05 DELIVERY, STORAGE, AND PROTECTION
A. HANDLE PRODUCTS OF THIS SECTION IN ACCORDANCE WITH AAMA
CW-10.
B. PROTECT FINISHED ALUMINUM SURFACES WITH WRAPPING. DO NOT
USE ADHESIVE PAPERS OR SPRAYED COATINGS WHICH BOND TO
ALUMINUM WHEN EXPOSED TO SUNLIGHT OR WEATHER.
1.06 PROJECT CONDITIONS
A. COORDINATE THE WORK WITH INSTALLATION OF FIRESTOPPING
COMPONENTS OR MATERIALS.
1.07 WARRANTY
A. SEE SECTION 017700 - CLOSEOUT SUBMITTALS, FOR ADDITIONAL
WARRANTY REQUIREMENTS.
B. PROVIDE FIVE YEAR MANUFACTURER WARRANTY AGAINST FAILURE
OF GLASS SEAL ON INSULATING GLASS UNITS, INCLUDING
INTERPANE DUSTING OR MISTING. INCLUDE PROVISION FOR
REPLACEMENT OF FAILED UNITS.
C. PROVIDE FIVE YEAR MANUFACTURER WARRANTY AGAINST
EXCESSIVE DEGRADATION OF EXTERIOR FINISH. INCLUDE
PROVISION FOR REPLACEMENT OF UNITS WITH EXCESSIVE FADING,
CHALKING, OR FLAKING.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. ACCEPTABLE MANUFACTURERS - STOREFRONT SYSTEM:
1. KAWNEER COMPANY, INC, PRODUCT TRI-FAB VG- 451T AT
EXTERIOR AND TRI-FAB 450 FOR INTERIOR APPLICATIONS:
WWW.KAWNEER.COM.
2. UNITED STATES ALUMINUM CORP: WWW.USALUM.COM.
3. VISTAWALL ARCHITECTURAL PRODUCTS:
WWW.VISTAWALL.COM.
4. SUBSTITUTIONS: SEE SECTION 016000 - PRODUCT
REQUIREMENTS.
B. ACCEPTABLE MANUFACTURERS - AUTOMATIC DOORS
1. DOORS SHALL BE BESAM UNISLIDE OC3-8 AUTOMATIC
SLIDING DOOR PACKAGE AS INDICATED ON DRAWINGS.
INSTALLTION BY BESAM CERTIFIED INSTALLER PER BESAM
SPECIFICATIONS.
2.02 COMPONENTS
A. ALUMINUM-FRAMED STOREFRONT: FACTORY FABRICATED,
FACTORY FINISHED ALUMINUM FRAMING MEMBERS WITH INFILL, AND
RELATED FLASHINGS, ANCHORAGE AND ATTACHMENT DEVICES.
1. FINISH: CLASS I COLOR ANODIZED AT INTERIOR, OR TO
MATCH EXISTING FINISH AS INDICATED ON DRAWINGS.
2.03 MATERIALS
A. EXTRUDED ALUMINUM: ASTM B 221 (ASTM B 221M).
B. FASTENERS: STAINLESS STEEL.
C. EXPOSED FLASHINGS: 0.032 INCH (0.8 MM) THICK ALUMINUM SHEET,
FINISH TO MATCH FRAMING MEMBERS.
D. CONCEALED FLASHINGS: 0.018 INCH (0.5 MM) THICK GALVANIZED
STEEL.
E. PERIMETER SEALANT: TYPE SPECIFIED IN SECTION 079200.
F. GLASS: AS SPECIFIED IN SECTION 088000.
1. GLASS IN EXTERIOR FRAMING: TYPE INSULATED UNITS.
2.04 FINISHES
A. COMPLY WITH AA DAF-45 FOR ALUMINUM FINISHES REQUIRED.
B. CLASS I COLOR ANODIZED FINISH: ANODIC COATING TO MATCH
EXISTING, NOT LESS THAN 0.7 MILS (0.018 MM) THICK.
C. TOUCH-UP MATERIALS: AS RECOMMENDED BY COATING
MANUFACTURER FOR FIELD APPLICATION.
2.05 HARDWARE
2.06 FABRICATION
A. FABRICATE COMPONENTS WITH MINIMUM CLEARANCES AND SHIM
SPACING AROUND PERIMETER OF ASSEMBLY, YET ENABLING
INSTALLATION AND DYNAMIC MOVEMENT OF PERIMETER SEAL.
B. ACCURATELY FIT AND SECURE JOINTS AND CORNERS. MAKE JOINTS
FLUSH, HAIRLINE, AND WEATHERPROOF.
C. PREPARE COMPONENTS TO RECEIVE ANCHOR DEVICES. FABRICATE
ANCHORS.
D. COAT CONCEALED METAL SURFACES THAT WILL BE IN CONTACT
WITH CEMENTITIOUS MATERIALS OR DISSIMILAR METALS WITH
BITUMINOUS PAINT.
E. ARRANGE FASTENERS AND ATTACHMENTS TO CONCEAL FROM VIEW.
F. REINFORCE FRAMING MEMBERS FOR IMPOSED LOADS.
G. FINISHING: APPLY FACTORY FINISH TO ALL SURFACES THAT WILL BE
EXPOSED IN COMPLETED ASSEMBLIES.
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY DIMENSIONS, TOLERANCES, AND METHOD OF ATTACHMENT
WITH OTHER WORK.
B. VERIFY THAT WALL OPENINGS AND ADJOINING AIR AND VAPOR SEAL
MATERIALS ARE READY TO RECEIVE WORK OF THIS SECTION.
3.02 INSTALLATION
A. INSTALL WALL SYSTEM IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
B. ATTACH TO STRUCTURE TO PERMIT SUFFICIENT ADJUSTMENT TO
ACCOMMODATE CONSTRUCTION TOLERANCES AND OTHER
IRREGULARITIES.
C. PROVIDE ALIGNMENT ATTACHMENTS AND SHIMS TO PERMANENTLY
FASTEN SYSTEM TO BUILDING STRUCTURE.
D. ALIGN ASSEMBLY PLUMB AND LEVEL, FREE OF WARP OR TWIST.
MAINTAIN ASSEMBLY DIMENSIONAL TOLERANCES, ALIGNING WITH
ADJACENT WORK.
E. PROVIDE THERMAL ISOLATION WHERE COMPONENTS PENETRATE
OR DISRUPT BUILDING INSULATION.
F. INSTALL SILL FLASHINGS. TURN UP ENDS AND EDGES, SEAL TO
ADJACENT WORK TO FORM WATER TIGHT DAM.
G. COORDINATE ATTACHMENT AND SEAL OF PERIMETER AIR AND
VAPOR BARRIER MATERIALS.
H. PACK FIBROUS INSULATION IN SHIM SPACES AT PERIMETER OF
ASSEMBLY TO MAINTAIN CONTINUITY OF THERMAL BARRIER.
I. INSTALL HARDWARE USING TEMPLATES PROVIDED.
J. INSTALL GLASS IN ACCORDANCE WITH SECTION 088000, USING
GLAZING METHOD REQUIRED TO ACHIEVE PERFORMANCE CRITERIA.
K. INSTALL PERIMETER SEALANT IN ACCORDANCE WITH SECTION
079200.
3.03 ERECTION TOLERANCES
A. MAXIMUM VARIATION FROM PLUMB: 0.06 INCHES EVERY 3 FT (1.5
MM/M) NON-CUMULATIVE OR 1/16 INCHES PER 10 FT (1.5 MM/3 M),
WHICHEVER IS LESS.
B. MAXIMUM MISALIGNMENT OF TWO ADJOINING MEMBERS ABUTTING
IN PLANE: 1/32 INCH (0.8 MM).
3.04 ADJUSTING
A. ADJUST OPERATING HARDWARE FOR SMOOTH OPERATION.
3.05 CLEANING AND PROTECTION
A. REMOVE PROTECTIVE MATERIAL FROM PRE-FINISHED ALUMINUM
SURFACES.
B. WASH DOWN SURFACES WITH A SOLUTION OF MILD DETERGENT IN
WARM WATER, APPLIED WITH SOFT, CLEAN WIPING CLOTHS. TAKE
CARE TO REMOVE DIRT FROM CORNERS. WIPE SURFACES CLEAN.
C. REMOVE EXCESS SEALANT BY METHOD ACCEPTABLE TO SEALANT
MANUFACTURER.
D. TOUCH-UP MINOR DAMAGE TO FACTORY APPLIED FINISH, REPLACE
COMPONENTS THAT CANNOT BE SATISFACTORILY REPAIRED.
E. PROTECT FINISHED WORK FROM DAMAGE.
END OF SECTION
SECTION 084229 - AUTOMATIC ENTRANCES
PART 1
1.01 SECTION INCLUDES
A. SLIDING AUTOMATIC ENTRANCES
1.02 RELATED SECTIONS
A. DIVISION 7 FOR CAULKING
B. DIVISION 8 FOR DOOR HARDWARE
C. DIVISION 26 FOR ELECTRICAL CONNECTIONS
1.03 REFERENCES
A. UL 325 - STANDARD FOR DOOR, DRAPERY, GATE,LlOUVER, AND
WINDOW OPERATORS AND SYSTEMS
B. ANSI/BMHA A156.10: STANDARD FOR POWER OPERATED PEDESTRIAN
DOORS
C. ANSI/BMHA A156.5: STANDARD FOR AUXILIARY LOCKS AND
ASSOCIATED PRODUCTS
D. ANSI Z97.1: STANDARDS FOR SAFETY GLAZING MATERIALS USED IN
BUILDINGS - SAFETY PERFORMANCE SPECIFICATIONS AND METHODS
E. CPSC 16 CFR 1201: SAFETY STANDARD FOR ARCHITECTURAL
GLAZING MATERIALS
F. ASTM B221 - STANDARD SPECIFICATION FOR ALUMINUM EXTRUDED
BARS, RODS, WIRE, PROFILES, AND TUBES
G. ASTM B209 - STANDARD SPECIFICATION FOR ALUMINUM SHEET AND
PLATE
H. AAMA 611 - VOLUNTARY SPECIFICATION FOR ANODIZED
ARCHITECTURAL ALUMINUM, AMERICAN ARCHITECTURAL
MANUFACTURERS ASSOCIATION, 1998
I. AAMA 701 - VOLUNTARY SPECIFICATION FOR PILE
WEATHERSTRIPPING AND REPLACEABLE FENESTRATION
WEATHERSEALS
1.04 SUBMITTALS
A. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS,
DETAILS, HARDWARE MOUNTING HEIGHTS, AND ATTACHMENTS TO
OTHER WORK.
B. COLOR SAMPLES FOR SELECTION OF FCATORY-APPLIED COLOR
FINISHES.
C. CLOSEOUT SUBMITTALS: OWNER'S MANUAL AND WARRANTIES
1.05 WARRANTY
A. AUTOMATIC ENTRANCES SHALL BE FREE OF DEFECTS IN MATERIAL
AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM DATE OF
SUBSTANTIAL COMPLETION.
PART 2 PRODUCTS
2.01 AUTOMATIC ENTRANCES
A. MANUFACTURER: RECORD AUTOMATIC DOOR SYSTEMS
(RECORD-USA): SERIES 5100. SIZE: AS INDICATED ON DRAWINGS.
BI-PART DOOR PACKAGE
B. SUBSTITUTIONS: SEE DIVISION 1 FOR SUBSTITUTION PROCEDURES
2.02 MATERIALS
A. ALUMINUM
A.A. HEADERS, STILES, RAILS AND FRAMES: 6063-T6
A.B. EXTRUDED BARS, RODS, PROFILES AND TUBES: ASTM B 221
A.C. SHEET AND PLATE: ASTM B 209
B. SEALANTS AND JOINT FILLERS: SEE DIVISION 7 SECTION JOINT
SEALANTS
2.03 COMPONENTS
A. FRAMING AND TENSION MEMBERS: NOMINAL SIZE 1 3/4" X 4 1/2" WITH
CONCEALED FASTENERS. TRANSOM SHALL BE INTEGRAL TO SLIDING
DOOR FRAMING SYSTEM WITH FLUSH GLAZING.
B. STILE AND RAIL DOORS AND SIDELIGHTS: 1 3/4" THICK GLAZED
DOORS WITH EXTRUDED ALUMINUM TUBULAR STILE AND RAIL
MEMBERS. SNAP ON GLAZING STOPS AND GASKETS. 2" NOMINAL
WIDTH NARROW STILE. MINIMUM 10" NOMINAL HEIGHT ON BOTTOM
RAIL DESIGN. HORIZONTAL TUBULAR RAIL MEMBER FOR EACH DOOR,
2" NOMINAL WIDTH
C. GLAZING: 1" CLEAR IG ON EXTERIOR DOOR PACKAGE, 1/4" CLEAR
TEMP ON INTERIOR DOOR PACKAGE.
D. HEADERS: CONCEALED MOUNTING WITH ONE SIDE OF HEADER
FLUSH WITH FRAMING. CAPABLE OF SUPPORTING UP TO 220 LBS PER
PANEL, UP TO 4 PANELS, OVER SPANS OF 14 FEET WITHOUT
INTERMEDIATE SUPPORTS
E. CARRIER ASSEMBLIES AND OVERHEAD ROLLER TRACKS:
MANUFACTURER'S STANDARD CARRIER PACKAGE
F. THRESHOLDS: CONTINUOUS STANDARD TAPERED EXTRUSION
DOUBLE BEVEL
G. FASTENERS: STANDARD CORROSION RESISTANT, NON-STAINING,
NON-BLEEDING
2.04 ELECTRICAL CONTROLS
A. MICROPROCESSOR CONTROLLER AND POSITION ENCODER WITH
SAFETY LOGIC AND WATCHDOG LED
2.05 ACTIVATION AND SAFETY DEVICES
A. DUAL ACTIVATION STANLEY SU-100 MOTION SENSOR SHALL BE
MOUNTED ON EACH SIDE OF THE DOOR HEADER
B. STAN GUARD THRESHOLD SAFETY SENSORS SHALL BE PROVIDED
C. PHOTO-ELECTRONIC BEAMS SHALL BE PULSED INFRARED TYPE
2.06 HARDWARE
A. EMERGENCY BREAKAWAY RELEASE SHALL ALLOW BOTH PANELS TO
SWING OUT 90 DEGREES
B. DEADLOCKS: 2-POINT LOCKING, KEY EXTERIOR, THUMB TURN
INTERIOR
C. CONTROL SWITCH: ROTARY SWITCH MOUNTED ON THE INTERIOR
JAMB
2.07 ALUMINUM FINISH
D. TO MATCH EXISTING STOREFRONT FINISH
PART 3 EXECUTION
3.01 INSPECTION
A. EXAMINE EXISTING CONDITIONS FOR COMPLIANCE WITH
REQUIREMENTS FOR INSTALLATION TOLERANCES, HEADER
SUPPORT AND OTHER CONDITIONS AFFECTING PERFORMANCE OF
AUTOMATIC ENTRANCES.
3.02 INSTALLATION
A. DO NOT INSTALL DAMAGED COMPONENTS
B. INSTALL ENTRANCES PLUMB AND TRUE IN ALIGNMENT. ANCHOR
SECURELY IN PLACE.
C. DOOR OPERATORS: CONNECT DOOR OPERATORS TO ELECTRICAL
POWER DISTRIBUTION SYSTEM
D. GLAZING: PER MANUFACTURER'S INSTRUCTIONS
E. SEALANTS: PER DIVISION 7 SECTION JOINT SEALANTS
3.03 FIELD QUALITY CONTROL
A. TESTING SERVICES: FACTORY TRAINED INSTALLER SHALL TEST AND
INSPECT EACH DOOR FOR FULL COMPLIANCE.
3.04 ADJUSTING
A. ADJUST DOOR OPERATORS, CONTROLS, AND HARDWARE FOR
SMOOTH AND SAFE OPERATION.
3.05 CLEANING AND PROTECTION
A. CLEAN GLASS AND ALUMINUM SURFACES PROMPTLY AFTER
INSTALLATION.
END OF SECTION
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SECTION 085113 - ALUMINUM WINDOWS
1.01 QUALITY ASSURANCE
A. MOCKUPS FOR EACH FORM OF CONSTRUCTION.
1.02 WARRANTY
A. WINDOWS: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION.
B. GLAZING UNITS: 10 YEARS FROM DATE OF SUBSTANTIAL COMPLETION.
C. ALUMINUM FINISH: 10 YEARS FROM DATE OF SUBSTANTIAL
COMPLETION.
1.03 WINDOW PERFORMANCE REQUIREMENTS
A. PRODUCT STANDARD: AAMA/WDMA/CSA 101/I.S.2/A440.
B. CONDENSATION-RESISTANCE FACTOR: 52 COMPLYING WITH
AAMA 1503.
C. SOUND TRANSMISSION CLASS: 26 MINIMUM.
1.04 ALUMINUM WINDOWS
A. FRAMES AND SASHES: NONTHERMAL ALUMINUM EXTRUSIONS.
B. GLAZING:
1. GLASS: CLEAR
C. GLAZING SYSTEM: MANUFACTURER'S STANDARD
D. ACCESSORIES: INTEGRAL VENTILATING SYSTEM/DEVICE
E. ALUMINUM FINISH: TO MATCH EXISTING STOREFRONT].
1.05 FIELD QUALITY CONTROL
A. TESTING: BY CONTRACTOR-ENGAGED AGENCY.
END OF SECTION
SECTION 087100 - DOOR HARDWARE
PART 1 GENERAL
1.01 SECTION INCLUDES
A. HARDWARE FOR HOLLOW STEEL AND WOOD DOORS.
B. LOCK CYLINDERS FOR DOORS FOR WHICH HARDWARE IS SPECIFIED IN
OTHER SECTIONS.
C. THRESHOLDS.
D. WEATHERSTRIPPING, SEALS AND DOOR GASKETS.
1.02 REFERENCES
A. DHI (LOCS) - RECOMMENDED LOCATIONS FOR ARCHITECTURAL
HARDWARE FOR STANDARD STEEL DOORS AND FRAMES, DOOR AND
HARDWARE INSTITUTE, 2001.
B. NFPA 101 - CODE FOR SAFETY TO LIFE FROM FIRE IN BUILDINGS AND
STRUCTURES, NATIONAL FIRE PROTECTION ASSOCIATION, 2000.
1.03 QUALITY ASSURANCE
1.04 DELIVERY, STORAGE, AND PROTECTION
A. PACKAGE HARDWARE ITEMS INDIVIDUALLY, LABEL AND IDENTIFY
EACH PACKAGE WITH DOOR OPENING CODE TO MATCH HARDWARE
SCHEDULE.
1.05 COORDINATION
A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS
INVOLVING MANUFACTURE OR FABRICATION OF INTERNAL
REINFORCEMENT FOR DOOR HARDWARE.
B. FURNISH TEMPLATES FOR DOOR AND FRAME PREPARATION.
C. SEQUENCE INSTALLATION TO ENSURE UTILITY CONNECTIONS ARE
ACHIEVED IN AN ORDERLY AND EXPEDITIOUS MANNER.
D. COORDINATE THE OWNER'S KEYING REQUIREMENTS DURING THE
COURSE OF THE WORK.
1.06 WARRANTY
A. SEE SECTION 017700 - CLOSEOUT SUBMITTALS, FOR ADDITIONAL
WARRANTY REQUIREMENTS.
1.07 MAINTENANCE PRODUCTS
A. PROVIDE SPECIAL WRENCHES AND TOOLS APPLICABLE TO EACH
DIFFERENT OR SPECIAL HARDWARE COMPONENT.
B. PROVIDE MAINTENANCE TOOLS AND ACCESSORIES SUPPLIED BY
HARDWARE COMPONENT MANUFACTURER.
PART 2 PRODUCTS
2.01 REFER TO DRAWINGS FOR SCHEDULES AND SPECIFICATIONS.
2.02 GENERAL REQUIREMENTS FOR DOOR HARDWARE PRODUCTS
A. PROVIDE PRODUCTS THAT COMPLY WITH THE FOLLOWING:
1. APPLICABLE PROVISIONS OF FEDERAL, STATE, AND LOCAL
CODES.
2. APPLICABLE PROVISIONS OF NFPA 101, LIFE SAFETY CODE.
B. FINISHES: IDENTIFIED IN SCHEDULE.
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK
AND DIMENSIONS ARE AS INSTRUCTED BY THE MANUFACTURER.
3.02 INSTALLATION
A. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS AND APPLICABLE CODES.
B. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER.
C. MOUNTING HEIGHTS FOR HARDWARE FROM FINISHED FLOOR TO
CENTER LINE OF HARDWARE ITEM:
1. FOR STEEL DOORS AND FRAMES: COMPLY WITH DHI
"RECOMMENDED LOCATIONS FOR ARCHITECTURAL HARDWARE
FOR STEEL DOORS AND FRAMES."
3.03 ADJUSTING
A. ADJUST WORK UNDER PROVISIONS OF SECTION 017700.
B. ADJUST HARDWARE FOR SMOOTH OPERATION.
3.04 PROTECTION OF FINISHED WORK
A. PROTECT FINISHED WORK UNDER PROVISIONS OF SECTION 017700.
B. DO NOT PERMIT ADJACENT WORK TO DAMAGE HARDWARE OR FINISH.
END OF SECTION
SECTION 088000 - GLAZING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. GLASS AND PLASTIC GLAZING.
B. GLAZING COMPOUNDS AND ACCESSORIES.
C. MONOLITHIC CERAMIC ENAMEL FRIT SPANDREL GLASS, CERAMIC
ENAMEL FRIT SPANDREL GLASS IN INSULATING GLASS (IG) UNITS
1.02 RELATED SECTIONS
A. SECTION 079200 - JOINT SEALERS: SEALANT AND BACK-UP MATERIAL.
B. SECTION 081113 - HOLLOW METAL DOORS AND FRAMES: GLAZED
DOORS AND BORROWED LITES.
C. SECTION 084113 - ALUMINUM-FRAMED STOREFRONTS.
1.03 REFERENCES
A. ANSI Z97.1 - AMERICAN NATIONAL STANDARD FOR SAFETY GLAZING
MATERIALS USED IN BUILDINGS, SAFETY PERFORMANCE
SPECIFICATIONS AND METHODS OF TEST, 1984 (R1994).
B. ASTM C162 - STANDARD TERMINOLOGY OF GLASS AND GLASS
PRODUCTS.
C. ASTM C 1036 - STANDARD SPECIFICATION FOR FLAT GLASS, 2001.
D. ASTM C1048 - STANDARD SPECIFICATION FOR HEAT-TREATED FLAT
GLASS -- KIND HS, KIND FT COATED AND UNCOATED GLASS.
E. ASTM C 1193 - STANDARD GUIDE FOR USE OF JOINT SEALANTS, 2000.
F. ASTM E2188 - STANDARD TEST METHOD FOR INSULATING GLASS UNIT
PERFORMANCE.
G. ASTM E2189 - STANDARD TEST METHOD FOR TESTING RESISTANCE TO
FOGGING IN INSULATING GLASS UNITS.
H. ASTM E2190 - STANDARD SPECIFICATION FOR INSULATING GLASS UNIT
PERFORMANCE AND EVALUATION.
I. ASTM E1300 - STANDARD PRACTICE FOR DETERMINING THE MINIMUM
THICKNESS AND TYPE OF GLASS REQUIRED TO RESIST A SPECIFIED
LOAD.
J. ASTM E2188 - STANDARD TEST METHOD FOR INSULATING GLASS UNIT
PERFORMANCE.
K. ASTM E2189 - STANDARD TEST METHOD FOR TESTING RESISTANCE TO
FOGGING IN INSULATING GLASS UNITS.
L. ASTM E2190 - STANDARD SPECIFICATION FOR INSULATING GLASS UNIT
PERFORMANCE AND EVALUATION.
M. GANA (GM) - GANA GLAZING MANUAL, GLASS ASSOCIATION OF NORTH
AMERICA, 1997.
N. GANA (SM) - FGMA SEALANT MANUAL, GLASS ASSOCIATION OF NORTH
AMERICA, 1990.
1.04 QUALITY ASSURANCE
A. PERFORM WORK IN ACCORDANCE WITH GANA GLAZING MANUAL AND
FGMA SEALANT MANUAL FOR GLAZING INSTALLATION METHODS.
B. INSTALLER QUALIFICATIONS: COMPANY SPECIALIZING IN
PERFORMING THE WORK OF THIS SECTION WITH MINIMUM 5 YEARS
DOCUMENTED EXPERIENCE.
C. SAFETY GLASS PRODUCTS IN THE US ARE TO COMPLY WITH CPSC 16
CFR PART 1201 FOR CATEGORY II MATERIALS.
D. INSULATING GLASS PRODUCTS ARE TO BE PERMANENTLY MARKED
EITHER ON SPACERS OR AT LEAST ONE INSULATING UNIT
COMPONENT WITH APPROPRIATE CERTIFICATION LABEL OF
INSPECTING AND TESTING AGENCY INDICATED BELOW:
1. US - INSULATING GLASS CERTIFICATION COUNCIL (IGCC)
1.05 ENVIRONMENTAL REQUIREMENTS
A. DO NOT INSTALL GLAZING WHEN AMBIENT TEMPERATURE IS LESS
THAN 50 DEGREES F (10 DEGREES C).
B. MAINTAIN MINIMUM AMBIENT TEMPERATURE BEFORE, DURING AND 24
HOURS AFTER INSTALLATION OF GLAZING COMPOUNDS.
1.06 WARRANTY
A. SEE SECTION 017700 - CLOSEOUT SUBMITTALS, FOR ADDITIONAL
WARRANTY REQUIREMENTS.
B. PROVIDE A FIVE (5) YEAR WARRANTY TO INCLUDE COVERAGE FOR
SEALED GLASS UNITS FROM SEAL FAILURE, INTERPANE DUSTING OR
MISTING, AND REPLACEMENT OF SAME.
PART 2 PRODUCTS
2.01 FLAT GLASS MATERIALS
A. MANUFACTURERS:
1. AFG INDUSTRIES, INC: WWW.AFGGLASS.COM.
2. GUARDIAN INDUSTRIES CORPORATION: WWW.GUARDIAN.COM.
3. PPG INDUSTRIES, INC: WWW.PPG.COM.
4. OLDCASTLE BUILDINGENVELOPE®
5. SUBSTITUTIONS: REFER TO SECTION 016000 - PRODUCT
REQUIREMENTS.
B. CLEAR FLOAT GLASS: CLEAR, HEAT STRENGTHENED.
1. COMPLY WITH ASTM C 1048, TYPE I, TRANSPARENT FLAT,
CLASS 1 CLEAR, QUALITY Q3 (GLAZING SELECT).
C. SAFETY GLASS: CLEAR, FULLY TEMPERED WITH HORIZONTAL
TEMPERING.
1. COMPLY WITH ANSI Z97.1.
2.02 SEALED INSULATING GLASS MATERIALS
A. MANUFACTURERS:
1. GUARDIAN INDUSTRIES CORPORATION: WWW.GUARDIAN.COM.
2. PPG INDUSTRIES, INC. WWW.PPGGLAZING.COM
3. SUBSTITUTIONS: REFER TO SECTION 016000 - PRODUCT
REQUIREMENTS.
B. INSULATED GLASS UNITS: DOUBLE PANE WITH GLASS TO ELASTOMER
EDGE SEAL.
1. OUTER PANE OF FLOAT GLASS, INNER PANE OF FLOAT GLASS.
2. TOTAL UNIT THICKNESS OF 1 INCH.
3. PROVIDE SAFETY GLASS AS INDICATED.
C. EDGE SEAL CONSTRUCTION: ALUMINUM, BENT AND SOLDERED
CORNERS.
D. EDGE SEAL MATERIAL: BLACK COLOR.
2.03 SEALED INSULATING GLASS (IG) UNITS WITH CERAMIC ENAMEL FRIT
SPANDREL INBOARD LITE
1. INSULATING GLASS UNIT MAKEUP
2. GLASS TINT: TO BE SELECTED
3. NOMINAL THICKNESS: TO MATCH EXISTING
2.04 GLAZING ACCESSORIES
A. PRODUCTS IN COMPLIANCE WITH ASTM C920 AND REFERENCED
GLAZING STANDARDS, THE REQUIREMENTS OF THE GLASS AND
STOREFRONT MANUFACTURERS AND PROVEN TRACK RECORD TO BE
COMPATABLE WITH ONE ANOTHER AND WITH THE MATERIALS THEY
WILL COME IN CONTACT WITH.
1. COMPRESSION GASKETS: AS REQUIRED FOR SPECIFED
ALUMINIUM STOREFRONT AND DOOR SYSTEMS.
2. SUBSTITUTIONS: REFER TO SECTION 016000 - PRODUCT
REQUIREMENTS.
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY THAT OPENINGS FOR GLAZING ARE CORRECTLY SIZED AND
WITHIN TOLERANCE.
B. VERIFY THAT SURFACES OF GLAZING CHANNELS OR RECESSES ARE
CLEAN, FREE OF OBSTRUCTIONS THAT MAY IMPEDE MOISTURE
MOVEMENT, WEEPS ARE CLEAR, AND READY TO RECEIVE GLAZING.
3.02 PREPARATION
A. CLEAN CONTACT SURFACES WITH SOLVENT AND WIPE DRY.
B. SEAL POROUS GLAZING CHANNELS OR RECESSES WITH SUBSTRATE
COMPATIBLE PRIMER OR SEALER.
C. PRIME SURFACES SCHEDULED TO RECEIVE SEALANT.
D. INSTALL SEALANTS IN ACCORDANCE WITH ASTM C 1193 AND FGMA
SEALANT MANUAL.
E. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
F. PROTECT GLASS EDGES DURING HANDLING AND INSTALLATION.
G. DO NOTEXCEED EDGE PRESSURES SPECIFIED BY GLASS
MANUFACTURER FOR INSTALLING GLASS LITES.
H. SET GLASS LITES IN SERIES WITH UNIFORM DRAW, BOW AND SIMILAR
CHARACTERISTICS.
I. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR
GLASS, SEALANTS, GASKETS AND OTHER GLAZING MATERIALS.
3.03 CLEANING
A. REMOVE GLAZING MATERIALS FROM FINISH SURFACES.
B. REMOVE LABELS AFTER WORK IS COMPLETE.
C. CLEAN GLASS AND ADJACENT SURFACES.
3.04 PROTECTION OF FINISHED WORK
A. AFTER INSTALLATION, MARK PANE WITH AN 'X' BY USING REMOVABLE
PLASTIC TAPE OR PASTE.
END OF SECTION
SECTION 088720 - ARCHITECTURAL WINDOW FILM
PART 1 GENERAL
1.01 SECTION INCLUDES
A. INTERIOR WINDOW FILM
B. DECORATIVE WINDOW FILM.
C. PRIVACY WINDOW FILM.
1.02 PERFORMANCE REQUIREMENTS
A. FIRE PERFORMANCE: SURFACE BURNING CHARACTERISTICS WHEN
TESTED IN ACCORDANCE WITH ASTM E 84:
1. FLAME SPREAD: 25, MAXIMUM
2. SMOKE DEVELOPED: 450, MAXIMUM.
1.05 PROJECT CONDITIONS
A. MAINTAIN ENVIRONMENTAL CONDITIONS (TEMPERATURE, HUMIDITY,
AND VENTILATION) WITHIN LIMITS RECOMMENDED BY MANUFACTURER
FOR OPTIMUM RESULTS. DO NOT INSTALL PRODUCTS UNDER
ENVIRONMENTAL CONDITIONS OUTSIDE MANUFACTURER'S ABSOLUTE
LIMITS.
PART 2 PRODUCTS
2.01 WINDOW FILM
A. MANUFACTURERS:
1. 3M
2. HANITA TEK WINDOW FILMS
B. COLOR: TO BE SELECTED BY ARCHITECT, APPROVED BY PSP.
PART 3 EXECUTION
3.01 EXAMINATION
A. DO NOT BEGIN INSULATION UNTIL SUBSTRATES HAVE BEEN
PROPERLY PREPARED.
3.02 PREPARATION
A. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION.
B. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE
MANUFACTURER FOR ACHIEVING THE BEST RESULT FOR THE
SUBSTRATE UNDER THE PROJECT CONDITIONS.
3.04 INSULATION
A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
B. CUT FILM EDGES NEATLY AND SQUARE AT A UNIFORM DISTANCE OF
1/8 INCH (3 MM) TO 1/16 INCH (1.5 MM) OF WINDOW SEALANT. USE NEW
BLADE TIPS AFTER 3 TO 4 CUTS.
C. SPRAY THE SLIP SOLUTION, COMPOSED OF ONE CAPFUL OF BABY
SHAMPOO OR DISHWASHING LIQUID TO 1 GALLON OF WATER, ON
WINDOW GLASS AND ADHESIVE TO FACILITATE PROPER POSITIONING
OF FILM.
D. APPLY FILM TO GLASS AND LIGHTLY SPRAY FILM WITH SLIP SOLUTION.
E. SQUEEGEE FROM TOP TO BOTTOM OF WINDOW. SPRAY SLIP
SOLUTION TO FILM AND SQUEEGEE A SECOND TIME.
F. BUMP FILM EDGE WITH LINT-FREE TOWEL WRAPPED AROUND EDGE
OF A 5-WAY TOOL.
G. UPON COMPLETION OF FILM APPLICATION, ALLOW 30 DAYS FOR
MOISTURE FROM FILM INSTALLATION TO DRY THOROUGHLY, AND TO
ALLOW FILM TO DRY FLAT WITH NO MOISTURE DIMPLES WHEN
VIEWED UNDER NORMAL VIEWING CONDITIONS
3.05 CLEAN AND PROTECTION
A. REMOVE LEFT OVER MATERIAL AND DEBRIS FROM WORK AREA. USE
NECESSARY MEANS TO PROTECT FILM BEFORE, DURING, AND AFTER
INSTALLATION.
B. TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE
SUBSTANTIAL COMPLETION.
C. AFTER APPLICATION OF FILM, WASH FILM USING COMMON WINDOW
CLEANING SOLUTIONS, INCLUDING AMMONIA SOLUTIONS, 30 DAYS
AFTER APPLICATION. DO NOT USE ABRASIVE TYPE CLEANING AGENTS
AND BRISTLE BRUSHES TO AVOID SCRATCHING FILM. USE SYNTHETIC
SPONGES OR SOFT CLOTHS.
END OF SECTION
SECTION 092900 - GYPSUM BOARD ASSEMBLIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. METAL STUD WALL FRAMING.
B. METAL CHANNEL CEILING FRAMING.
C. ACOUSTIC INSULATION.
D. GYPSUM SHEATHING.
E. GYPSUM WALLBOARD.
F. JOINT TREATMENT AND ACCESSORIES.
1.02 REFERENCES
A. ASTM C 36/C 36M - STANDARD SPECIFICATION FOR GYPSUM
WALLBOARD, 2001.
B. ASTM C 79/C 79M - STANDARD SPECIFICATION FOR TREATED CORE
AND NONTREATED CORE GYPSUM SHEATHING BOARD, 2001.
C. ASTM C 475/C 475M - STANDARD SPECIFICATION FOR JOINT
COMPOUND AND JOINT TAPE FOR FINISHING GYPSUM BOARD, 2002.
D. ASTM C 630/C 630M - STANDARD SPECIFICATION FOR
WATER-RESISTANT GYPSUM BACKING BOARD, 2000.
E. ASTM C 645 - STANDARD SPECIFICATION FOR NONSTRUCTURAL STEEL
FRAMING MEMBERS, 2000.
F. ASTM C 665 - STANDARD SPECIFICATION FOR MINERAL-FIBER
BLANKET THERMAL INSULATION FOR LIGHT FRAME CONSTRUCTION
AND MANUFACTURED HOUSING, 2001.
G. ASTM C 754 - STANDARD SPECIFICATION FOR INSTALLATION OF STEEL
FRAMING MEMBERS TO RECEIVE SCREW-ATTACHED GYPSUM PANEL
PRODUCTS, 2000.
H. ASTM C 840 - STANDARD SPECIFICATION FOR APPLICATION AND
FINISHING OF GYPSUM BOARD, 2002.
I. ASTM C 1002 - STANDARD SPECIFICATION FOR STEEL SELF-PIERCING
TAPPING SCREWS FOR THE APPLICATION OF GYPSUM PANEL
PRODUCTS OR METAL PLASTER BASES TO WOOD STUDS OR STEEL
STUDS, 2001.
1.03 QUALITY ASSURANCE
A. PERFORM IN ACCORDANCE WITH ASTM C 840.
PART 2 PRODUCTS
2.01 METAL FRAMING MATERIALS
A. NON-LOADBEARING FRAMING SYSTEM COMPONENTS: ASTM C 645,
GALVANIZED SHEET STEEL, OF SIZE AND PROPERTIES NECESSARY TO
COMPLY WITH ASTM C 754 FOR THE SPACING INDICATED, WITH
MAXIMUM DEFLECTION OF WALL FRAMING OF L/240 AT 5 PSF (240 PA).
1. STUDS: C SHAPED WITH KNURLED FACES.
2. RUNNERS: U SHAPED, SIZED TO MATCH STUDS.
3. CEILING CHANNELS: C SHAPED.
B. CEILING HANGERS: TYPE AND SIZE AS SPECIFIED IN ASTM C 754 FOR
SPACING REQUIRED.
C. PARTITION HEAD TO STRUCTURE CONNECTIONS: PROVIDE TRACK
FASTENED TO STRUCTURE WITH LEGS OF SUFFICIENT LENGTH TO
ACCOMMODATE DEFLECTION, FOR FRICTION FIT OF STUDS CUT
SHORT AND FASTENED AS INDICATED ON DRAWINGS.
D. BOTTOM AND TOP TRACK OF CURVED CURTAIN WALL TO BE
CONSTRUCTED WITH 3 5/8" 'FLEXTRACK' OR EQUAL. SOURCE: FIVE
STAR SUPPLY (216) 595-9525
2.02 GYPSUM BOARD MATERIALS
A. GYPSUM WALLBOARD: ASTM C 36/C 36M AND ASTM C 1396/C 1396M.
SIZES TO MINIMIZE JOINTS IN PLACE, ENDS SQUARE CUT.
1. EDGES: TAPERED.
B. WATER-RESISTANT GYPSUM BACKING BOARD: ASTM C 630/C 630M
AND ASTM C 1396/C 1396M, ENDS SQUARE CUT.
C. EXTERIOR GYPSUM SHEATHING BOARD: GYPSUM SHEATHING
MANUFACTURED IN ACCORDANCE WITH ASTM C 1177 WITH GLASS
MATS BOTH SIDES AND LONG EDGES, WATER-RESISTANT TREATED
CORE..
1. EDGES: SQUARE, FOR VERTICAL APPLICATION.
2.03 ACCESSORIES
A. ACOUSTIC INSULATION: ASTM C 665, PREFORMED GLASS FIBER,
FRICTION FIT TYPE, UNFACED.
B. JOINT MATERIALS: ASTM C 475 AND AS RECOMMENDED BY GYPSUM
BOARD MANUFACTURER FOR PROJECT CONDITIONS.
1. POWDER-TYPE VINYL-BASED JOINT COMPOUND.
C. SCREWS: ASTM C 1002, SELF-PIERCING TAPPING TYPE.
D. STAPLES: ASTM C 840.
E. ANCHORAGE TO SUBSTRATE: TIE WIRE, NAILS, SCREWS, AND OTHER
METAL SUPPORTS, OF TYPE AND SIZE TO SUIT APPLICATION, TO
RIGIDLY SECURE MATERIALS IN PLACE.
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY THAT PROJECT CONDITIONS ARE APPROPRIATE FOR WORK OF
THIS SECTION TO COMMENCE.
3.02 FRAMING INSTALLATION
A. METAL FRAMING: COMPLY WITH ASTM C 754 AND MANUFACTURER'S
INSTRUCTIONS.
B. SUSPENDED CEILINGS AND SOFFITS: SPACE FRAMING AND FURRING
MEMBERS AT 16 INCHES (400 MM) ON CENTER.
1. LEVEL CEILING SYSTEM TO A TOLERANCE OF 1/1200.
2. LATERALLY BRACE ENTIRE SUSPENSION SYSTEM.
3. INSTALL BRACING AS REQUIRED AT ENTRY VESTIBULE TO
RESIST WIND UPLIFT.
C. STUDS: SPACE STUDS AS INDICATED.
1. EXTEND PARTITION FRAMING TO STRUCTURE AND TO OTHER
LOCATIONS AS INDICATED ON THE DRAWINGS.
2. PARTITIONS TERMINATING AT STRUCTURE: ATTACH
EXTENDED LEG TOP RUNNER TO STRUCTURE, MAINTAIN
CLEARANCE BETWEEN TOP OF STUDS AND STRUCTURE, AND
BRACE BOTH FLANGES OF STUDS WITH CONTINUOUS
BRIDGING.
3. SPACE STUD FRAMING AT RADIUS WALL TO PROVIDE UNIFORM
GYPSUM BOARD FINISH.
4. SPACE STUDS & FRAMING TO ACCOMODATE THROUGH WALL
AND RECESS EQUIPMENT IN WALL.
D. OPENINGS: REINFORCE OPENINGS AS REQUIRED FOR WEIGHT OF
DOORS OR OPERABLE PANELS, USING NOT LESS THAN DOUBLE
STUDS AT JAMBS.
E. BLOCKING: INSTALL BLOCKING FOR SUPPORT OF PLUMBING
FIXTURES, FIXTURES AND EQUIPMENT. COMPLY WITH SECTION
061000 FOR WOOD BLOCKING.
3.03 ACOUSTIC ACCESSORIES INSTALLATION
A. ACOUSTIC INSULATION: PLACE TIGHTLY WITHIN SPACES, AROUND
CUT OPENINGS, BEHIND AND AROUND ELECTRICAL AND MECHANICAL
ITEMS WITHIN PARTITIONS, AND TIGHT TO ITEMS PASSING THROUGH
PARTITIONS.
3.04 GYPSUM BOARD INSTALLATION
A. COMPLY WITH ASTM C 840 AND MANUFACTURER'S INSTRUCTIONS.
INSTALL TO MINIMIZE BUTT END JOINTS, ESPECIALLY IN HIGHLY
VISIBLE LOCATIONS.
B. SINGLE-LAYER NON-RATED: INSTALL GYPSUM BOARD IN MOST
ECONOMICAL DIRECTION, WITH ENDS AND EDGES OCCURRING OVER
FIRM BEARING.
C. GYPSUM SHEATHING: COMPLY WITH GA-253. INSTALL SHEATHING
HORIZONTALLY, WITH EDGES BUTTED TIGHT AND ENDS OCCURRING
OVER FIRM BEARING.
D. INSTALLATION ON METAL FRAMING: USE SCREWS FOR ATTACHMENT
OF ALL GYPSUM BOARD.
3.05 INSTALLATION OF TRIM AND ACCESSORIES
A. CONTROL JOINTS: PLACE CONTROL JOINTS CONSISTENT WITH LINES
OF BUILDING SPACES.
B. CORNER BEADS: INSTALL AT EXTERNAL CORNERS, USING LONGEST
PRACTICAL LENGTHS.
3.06 JOINT TREATMENT
A. FINISH GYPSUM BOARD IN ACCORDANCE WITH ASTM C 840. LEVEL 4
FINISH AT WALLS AND CEILINGS EXCEPT FOR LEVEL 4 FINISH AT
CEILING LOCATIONS INDICATED ON PLANS AND LEVEL 1 ABOVE
CEILINGS.
3.07 TOLERANCES
A. MAXIMUM VARIATION OF FINISHED GYPSUM BOARD SURFACE FROM
TRUE FLATNESS: 1/8 INCH IN 10 FEET (3 MM IN 3 M) IN ANY DIRECTION.
3.08 FINISH LEVEL SCHEDULE
A. LEVEL 1: ABOVE FINISHED CEILINGS CONCEALED FROM VIEW.
B. LEVEL 4: WALLS AND CEILINGS SCHEDULED TO RECEIVE PAINT
FINISH.
END OF SECTION
SECTION 093000 - TILING
PART 1 - GENERAL
1.1 SUMMARY
A. THIS SECTION INCLUDES THE FOLLOWING:
1. GLAZED WALL TILE.
2. QUARRY TILE AND BASE.
3. METAL EDGE STRIPS INSTALLED AS PART OF TILE
INSTALLATIONS.
1.2 EXTRA MATERIALS
A. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH
PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH PROTECTIVE
COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING
CONTENTS.
1. TILE AND TRIM UNITS: FURNISH QUANTITY OF FULL-SIZE UNITS
EQUAL TO 3 PERCENT OF AMOUNT INSTALLED, FOR EACH
TYPE, COMPOSITION, COLOR, PATTERN, AND SIZE INDICATED.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. PROVIDE PRODUCTS FROM MANUFACTURERS AS SCHEDULED ON
DRAWINGS.
2.2 TILE PRODUCTS
A. MANUFACTURERS: AS SCHEDULED ON DRAWINGS.
B. PROVIDE TRIM PIECES, BULLNOSE TILE, COVED BASEINSIDE AND
OUTSIDE CORNERS NECESSARY FOR PROJECT INSTALLATION.
2.3 SETTING AND GROUTING MATERIALS
A. AVAILABLE MANUFACTURERS:
1. BONSAL, W. R., COMPANY.
2. BOSTIK.
3. CUSTOM BUILDING PRODUCTS.
4. DAP, INC.
5. LATICRETE INTERNATIONAL INC.
6. MAPEI CORPORATION.
7. SOUTHERN GROUTS & MORTARS, INC.
8. SUMMITVILLE TILES, INC.
B. LATEX-PORTLAND CEMENT MORTAR (THIN SET): ANSI A118.4.
1. PREPACKAGED DRY-MORTAR MIX COMBINED WITH
LIQUID-LATEX ADDITIVE.
2. FOR WALL APPLICATIONS, PROVIDE NONSAGGING MORTAR.
C. POLYMER-MODIFIED TILE GROUT: ANSI A118.7, COLOR AS INDICATED.
2.4 MISCELLANEOUS MATERIALS
A. TRANSITION AND EDGE TRIMS. PROVIDE SCHLUTER TRIMS AS
INDICATED ON DRAWINGS.
PART 3 - EXECUTION
3.1 PREPARATION
A. REMOVE COATINGS, INCLUDING CURING COMPOUNDS AND OTHER
SUBSTANCES THAT CONTAIN SOAP, WAX, OIL, OR SILICONE, THAT ARE
INCOMPATIBLE WITH TILE-SETTING MATERIALS.
B. FILL CRACKS, HOLES, AND DEPRESSIONS WITH TROWELABLE
LEVELING AND PATCHING COMPOUND ACCORDING TO TILE-SETTING
MATERIAL MANUFACTURER'S WRITTEN INSTRUCTIONS.
C. REMOVE PROTRUSIONS, BUMPS, AND RIDGES BY SANDING OR
GRINDING.
D. BLENDING: FOR TILE EXHIBITING COLOR VARIATIONS, USE FACTORY
BLENDED TILE OR BLEND TILES AT PROJECT SITE BEFORE
INSTALLING.
E. FIELD-APPLIED TEMPORARY PROTECTIVE COATING: WHERE
INDICATED UNDER TILE TYPE OR NEEDED TO PREVENT GROUT FROM
STAINING OR ADHERING TO EXPOSED TILE SURFACES, PRECOAT
THEM WITH CONTINUOUS FILM OF TEMPORARY PROTECTIVE COATING,
TAKING CARE NOT TO COAT UNEXPOSED TILE SURFACES.
3.2 INSTALLATION, GENERAL
A. ANSI TILE INSTALLATION STANDARDS: COMPLY WITH PARTS OF ANSI
A108 SERIES "SPECIFICATIONS FOR INSTALLATION OF CERAMIC TILE"
THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND
TO METHODS INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES.
B. TCA INSTALLATION GUIDELINES: TCA'S "HANDBOOK FOR CERAMIC
TILE INSTALLATION." COMPLY WITH TCA INSTALLATION METHODS
INDICATED IN CERAMIC TILE INSTALLATION SCHEDULES.
C. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND
EQUIPMENT AND FIXTURES TO FORM COMPLETE COVERING WITHOUT
INTERRUPTIONS, UNLESS OTHERWISE INDICATED. TERMINATE WORK
NEATLY AT OBSTRUCTIONS, EDGES, AND CORNERS WITHOUT
DISRUPTING PATTERN OR JOINT ALIGNMENTS.
D. ACCURATELY FORM INTERSECTIONS AND RETURNS. PERFORM
CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE
SURFACES. GRIND CUT EDGES OF TILE ABUTTING TRIM, FINISH, OR
BUILT-IN ITEMS. FIT TILE CLOSELY TO ELECTRICAL OUTLETS, PIPING,
FIXTURES, AND OTHER PENETRATIONS SO PLATES, COLLARS, OR
COVERS OVERLAP TILE.
E. JOINTING PATTERN: LAY TILE IN GRID PATTERN, UNLESS OTHERWISE
INDICATED. ALIGN JOINTS WHEN ADJOINING TILES ON FLOOR, BASE,
WALLS, AND TRIM ARE SAME SIZE. LAY OUT TILE WORK AND CENTER
TILE FIELDS IN BOTH DIRECTIONS IN EACH SPACE OR ON EACH WALL
AREA. ADJUST TO MINIMIZE TILE CUTTING. PROVIDE UNIFORM JOINT
WIDTHS, UNLESS OTHERWISE INDICATED.
F. LAY OUT TILE WAINSCOTS TO NEXT FULL TILE BEYOND DIMENSIONS
INDICATED.
G. EXPANSION JOINTS: LOCATE EXPANSION JOINTS AND OTHER
SEALANT-FILLED JOINTS DURING INSTALLATION OF SETTING
MATERIALS, MORTAR BEDS, AND TILE. DO NOT SAW-CUT JOINTS
AFTER INSTALLING TILES.
1. LOCATE JOINTS IN TILE SURFACES DIRECTLY ABOVE JOINTS IN
CONCRETE SUBSTRATES.
2. PREPARE JOINTS AND APPLY SEALANTS TO COMPLY WITH
REQUIREMENTS IN DIVISION 07 SECTION "JOINT SEALANTS."
H. FOR INSTALLATIONS INDICATED BELOW, FOLLOW PROCEDURES IN
ANSI A108 SERIES TILE INSTALLATION STANDARDS FOR PROVIDING 95
PERCENT MORTAR COVERAGE.
1. TILE FLOORS IN WET AREAS.
2. TILE FLOORS COMPOSED OF TILES 8 BY 8 INCHES (200 BY 200
MM) OR LARGER.
3. TILE FLOORS COMPOSED OF RIB-BACKED TILES.
I. INSTALL TILE ON FLOORS WITH THE FOLLOWING JOINT WIDTHS:
1. PORCELAIN CERAMIC: 1/4 INCH (6.35 MM).
2. QUARRY TILE: 3/8 INCH (6.35 MM).
K. METAL EDGE STRIPS: INSTALL AT LOCATIONS INDICATED OR WHERE
EXPOSED EDGE OF TILE FLOORING MEETS CARPET, WOOD, OR OTHER
FLOORING THAT FINISHES FLUSH WITH TOP OF TILE.
L. INSTALL TILE ON WALLS WITH THE FOLLOWING JOINT WIDTHS:
1. GLAZED WALL TILE: 1/16 INCH (1.6 MM).
3.3 WALL TILE INSTALLATION SCHEDULE
A. INTERIOR WALL INSTALLATION, THIN-SET MORTAR, OVER GYPSUM
BOARD, TCA W243.
1. THIN-SET MORTAR: LAYTEX-PORTLAND CEMENT MORTAR.
2. GROUT: POLYMER-MODIFIED SANDED GROUT.
END OF SECTION
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SECTION 095113 - ACOUSTICAL PANEL CEILINGS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. SUSPENDED METAL GRID CEILING SYSTEM.
B. ACOUSTICAL UNITS.
1.02 REFERENCES
A. ASTM C 635 - STANDARD SPECIFICATION FOR THE MANUFACTURE,
PERFORMANCE, AND TESTING OF METAL SUSPENSION SYSTEMS FOR
ACOUSTICAL TILE AND LAY-IN PANEL CEILINGS, 2000.
B. ASTM C 636 - STANDARD PRACTICE FOR INSTALLATION OF METAL
CEILING SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND LAY-IN
PANELS, 1996.
C. ASTM E 1264 - STANDARD CLASSIFICATION FOR ACOUSTICAL CEILING
PRODUCTS, 1998.
D. LATEST EDITION OF CISCA - GUIDELINES FOR SIESMIC RESTRAINT FOR
DIRECT HUNG SUSPENDED CEILING ASSEMBLIES.
1.03 QUALITY ASSURANCE
A. ACOUSTICAL UNIT MANUFACTURER QUALIFICATIONS: COMPANY
SPECIALIZING IN MANUFACTURING THE PRODUCTS SPECIFIED IN THIS
SECTION WITH MINIMUM THREE YEARS DOCUMENTED EXPERIENCE.
1.04 ENVIRONMENTAL REQUIREMENTS
A. MAINTAIN UNIFORM TEMPERATURE OF MINIMUM 60 DEGREES F (16
DEGREES C), AND MAXIMUM HUMIDITY OF 40 PERCENT PRIOR TO,
DURING, AND AFTER ACOUSTICAL UNIT INSTALLATION.
1.05 PROJECT CONDITIONS
A. SEQUENCE WORK TO ENSURE ACOUSTICAL CEILINGS ARE NOT
INSTALLED UNTIL BUILDING IS ENCLOSED, SUFFICIENT HEAT IS
PROVIDED, DUST GENERATING ACTIVITIES HAVE TERMINATED, AND
OVERHEAD WORK IS COMPLETED, TESTED, AND APPROVED.
B. INSTALL ACOUSTICAL UNITS AFTER INTERIOR WET WORK IS DRY.
PART 2 PRODUCTS
2.01 ACOUSTICAL UNITS
A. REFER TO DRAWING SCHEDULE.
2.02 SUSPENSION SYSTEM(S)
A. MANUFACTURERS:
1. DONN DX OR EQUIVALENT STANDARD 15/16", COLOR WHITE
2. SUBSTITUTIONS: SEE SECTION 016000 - PRODUCT
REQUIREMENTS.
B. SUSPENSION SYSTEMS - GENERAL: ASTM C 635, DIE CUT AND
INTERLOCKING COMPONENTS, WITH STABILIZER BARS, CLIPS,
SPLICES, PERIMETER MOLDINGS, AND HOLD DOWN CLIPS AS
REQUIRED.
2.03 ACCESSORIES
A. SUPPORT CHANNELS AND HANGERS: GALVANIZED STEEL, SIZE AND
TYPE TO SUIT APPLICATION AND CEILING SYSTEM FLATNESS
REQUIREMENT SPECIFIED.
B. PERIMETER MOLDINGS: SAME MATERIAL AND FINISH AS GRID.
C. TOUCH-UP PAINT: TYPE AND COLOR TO MATCH ACOUSTICAL AND
GRID UNITS.
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK.
B. VERIFY THAT LAYOUT OF HANGERS WILL NOT INTERFERE WITH
OTHER WORK.
3.02 INSTALLATION - SUSPENSION SYSTEM
A. INSTALL SUSPENSION SYSTEM IN ACCORDANCE WITH ASTM C 636 AND
MANUFACTURER'S INSTRUCTIONS AND AS SUPPLEMENTED IN THIS
SECTION.
B. RIGIDLY SECURE SYSTEM, INCLUDING INTEGRAL MECHANICAL AND
ELECTRICAL COMPONENTS, FOR MAXIMUM DEFLECTION OF 1:360.
C. INSTALL AFTER MAJOR ABOVE-CEILING WORK IS COMPLETE.
COORDINATE THE LOCATION OF HANGERS WITH OTHER WORK.
D. HANG SUSPENSION SYSTEM INDEPENDENT OF WALLS, COLUMNS,
DUCTS, PIPES AND CONDUIT. WHERE CARRYING MEMBERS ARE
SPLICED, AVOID VISIBLE DISPLACEMENT OF FACE PLANE OF
ADJACENT MEMBERS.
E. WHERE DUCTS OR OTHER EQUIPMENT PREVENT THE REGULAR
SPACING OF HANGERS, REINFORCE THE NEAREST AFFECTED
HANGERS AND RELATED CARRYING CHANNELS TO SPAN THE EXTRA
DISTANCE.
F. DO NOT SUPPORT COMPONENTS ON MAIN RUNNERS OR CROSS
RUNNERS IF WEIGHT CAUSES TOTAL DEAD LOAD TO EXCEED
DEFLECTION CAPABILITY.
G. SUPPORT FIXTURE LOADS USING SUPPLEMENTARY HANGERS
LOCATED WITHIN 6 INCHES (150 MM) OF EACH CORNER, OR SUPPORT
COMPONENTS INDEPENDENTLY.
H. DO NOT ECCENTRICALLY LOAD SYSTEM OR INDUCE ROTATION OF
RUNNERS.
I. PERIMETER MOLDING: INSTALL AT INTERSECTION OF CEILING AND
VERTICAL SURFACES AND AT JUNCTIONS WITH OTHER
INTERRUPTIONS.
1. USE LONGEST PRACTICAL LENGTHS.
2. OVERLAP AND RIVET CORNERS.
3.03 INSTALLATION - ACOUSTICAL UNITS
A. INSTALL ACOUSTICAL UNITS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
B. FIT ACOUSTICAL UNITS IN PLACE, FREE FROM DAMAGED EDGES OR
OTHER DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION.
C. FIT BORDER TRIM NEATLY AGAINST ABUTTING SURFACES.
D. INSTALL UNITS AFTER ABOVE-CEILING WORK IS COMPLETE.
E. INSTALL ACOUSTICAL UNITS LEVEL, IN UNIFORM PLANE, AND FREE
FROM TWIST, WARP, AND DENTS.
F. CUTTING ACOUSTICAL UNITS:
1. CUT TO FIT IRREGULAR GRID AND PERIMETER EDGE TRIM.
2. MAKE FIELD CUT EDGES OF SAME PROFILE AS FACTORY
EDGES.
3. DOUBLE CUT AND FIELD PAINT EXPOSED REVEAL EDGES.
G. INSTALL HOLD-DOWN CLIPS ON PANELS WITHIN 20 FT (6 M) OF AN
EXTERIOR DOOR.
3.04 ERECTION TOLERANCES
A. MAXIMUM VARIATION FROM FLAT AND LEVEL SURFACE: 1/8 INCH IN 10
FEET (3 MM IN 3 M).
B. MAXIMUM VARIATION FROM PLUMB OF GRID MEMBERS CAUSED BY
ECCENTRIC LOADS: 2 DEGREES.
END OF SECTION
RESILIENT FLOORING - 096500
PART 1 GENERAL (NOT USED)
PART 2 PRODUCTS
2.01 VCT MEETING FEDERAL SPECIFICATION SS-T-312B (1) TYPE IV,
COMPOSITION 1
A. TILE: AS MANUFACTURED BY ARMSTRONG
1. SIZE: 12"X12"X1/8"
B. TEXTURES/COLORS: SEE FINISH SCHEDULE.
C. SHEET VINYL: AS MANUFACTURED BY ARMSTRONG
1. SIZE: 6' WIDE (.080") THICK
2. COLOR: REFER TO FINISH SCHEDULE.
3. SEAMS: ALL SEAMS TO BE HEAT WELDED AS REQUIRED BY
MANUFACTURER
D. VINYL BASE WITH COVE: AS MANUFACTURED BY ARMSTRONG
1. HEIGHT: 4"
2. THICKNESS: .080"
3. COLOR: REFER TO FINISH SCHEDULE.
E. ADHESIVE: PER MANUFACTURERS RECOMMENDATION
F. INITIAL MAINTENANCE AFTER INSTALLATION: ARMSTRONG
COMMERCIAL VINYL COMPOSITION TILES ARE COATED WITH FAST
START FACTORY FINISH. IT DOES NOT REQUIRE REMOVAL AFTER
INSTALLATION. IT IS COMPATIBLE WITH COMMERCIAL FLOOR
POLISHES AND ELIMINATES THE NEED TO STRIP THE TILE.
G. IMMEDIATELY AFTER VCT INSTALLATION, AND PRIOR TO STORE
FIXTURE DELIVERY, G.C. SHALL TO DO THE FOLLOWING:
1. SWEEP OR VACUUM THE FLOOR THOROUGHLY.
2. DAMP-MOP THE FLOOR WITH A NEUTRAL DETERGENT
SOLUTION SUCH AS ARMSTRONG S-485 FLOOR CLEANER,
WHILE CAREFULLY REMOVING BLACK MARKS AND EXCESSIVE
SOIL. DO NOT MACHINE SCRUB THE FLOOR FOR AT LEAST
FOUR TO FIVE DAYS AFTER INSTALLATION, TO PREVENT
EXCESS MOISTURE FROM INTERFERING WITH THE ADHESIVE
BOND.
3. APPLY (2) COATS OF A HIGH-QUALITY COMMERCIAL FLOOR
POLISH SUCH AS ARMSTRONG S-480 FLOOR POLISH OR A
HIGH-QUALITY STAIN-RESISTANT SEALER SUCH AS
ARMSTRONG S-495 FLOOR SEALER. ALLOW APPROPRIATE
DRYING TIME BETWEEN APPLICATIONS. POLISH TO BE MOP
APPLIED AS REQUIRED BY POLISH MANUFACTURER.
4. IN NO INSTANCE SHALL NEW VCT BE PLACED OVER EXISTING
VCT. EXISTING VCT SHALL BE REMOVED AND SLAB PREPARED
TO RECEIVE NEW VCT.
END OF SECTION
DECORATIVE FIBERGLASS REINFORCED
WALL PANELS - 097200
PART 1 GENERAL (NOT USED)
PART 2 PRODUCTS
2.01 FIBERGLASS WALL PANELS
A. MANUFACTURER: MARLITE
1. FIBERGLASS REINFORCED THERMOSETTING POLYESTER
RESIN PANEL SHEETS COMPLYING WITH ASTM D 5319.
2. COATING: MULTI LAYER PRINT, PRIMER AND FINISH COATS.
3. DIMENSIONS:
a. THICKNESS - 0.090 INCH (2.29MM) NOMINAL
b. WIDTH - 4'-0” (1.22M) NOMINAL
c. LENGTH -8'-0” (2.4M) NOMINAL
4. COLOR AND FINISH
d. COLOR: AS INDICATED ON PLANS
e. SURFACE PEBBLED (INDICATED BY “P” DESIGNATION)
5. MOLDINGS-PVC: EXTRUDED PVC TRIM PROFILES FOR .090 INCH
THICK PANELS.
a. M 350 INSIDE CORNER
b. M 365 DIVISION
c. M 370 EDGE
c.1. COLOR: AS INDICATED ON PLANS
6. OUTSIDE CORNER GUARD; PROVIDE GRAND ENTRANCE
OUTSIDE CORNER GUARDS REFER TO SECTION 102600 WALL
AND DOOR PROTECTION
7. FASTENERS: NON-STAINING NYLON DRIVE RIVETS.
a. MATCH WALL COLORS.
b. LENGTH TO SUIT PROJECT CONDITIONS.
8. ADHESIVE: EITHER OF THE FOLLOWING CONSTRUCTION
ADHESIVES COMPLYING WITH ASTM C 557.
a. MARLITE C-551 FRP ADHESIVE - WATER- RESISTANT,
NON-FLAMMABLE ADHESIVE
PART 3: EXECUTION
A. PREPARATION
1. LEVEL WALL SURFACES TO PANEL MANUFACTURER'S
REQUIREMENTS. REMOVE PROTRUSIONS AND FILL
INDENTATIONS.
2. STORE PANELS AND TRIM LYING FLAT, UNDER COVER AND
PROTECTED FROM THE ELEMENTS. ALLOW PANELS TO
ACCLIMATE TO ROOM TEMPERATURE (70°) FOR 48 HOURS
PRIOR TO INSTALLATION.
B. INSTALLATION
1. COMPLY WITH MANUFACTURER'S RECOMMENDED
PROCEDURES AND INSTALLATION SEQUENCE.
2. CAULK TOP AND BOTTOM OF WALL PANEL TRIM AT WALL.
3. CAULK TOP AND BOTTOM OF CORNER GUARD AT WALL.
C. CLEANING
1. REFER TO MANUFACTURER'S SPECIFIC CLEANING
RECOMMENDATIONS DO NOT USE ABRASIVE CLEANERS.
END OF SECTION
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SECTION 099100 - PAINTING
PART 1 GENERAL
1.01 SECTION INCLUDES
A. SURFACE PREPARATION.
B. FIELD APPLICATION OF PAINTS AND OTHER COATINGS.
C. SEE SCHEDULE - SURFACES TO BE FINISHED, AT END OF SECTION.
1.02 REFERENCES
A. ASTM D 16 - STANDARD TERMINOLOGY FOR PAINT, RELATED
COATINGS, MATERIALS, AND APPLICATIONS, 2000.
1.03 QUALITY ASSURANCE
A. MANUFACTURER QUALIFICATIONS: COMPANY SPECIALIZING IN
MANUFACTURING THE PRODUCTS SPECIFIED IN THIS SECTION WITH
MINIMUM THREE YEARS DOCUMENTED EXPERIENCE.
B. APPLICATOR QUALIFICATIONS: COMPANY SPECIALIZING IN
PERFORMING THE WORK OF THIS SECTION WITH MINIMUM 5 YEARS
EXPERIENCE.
1.04 REGULATORY REQUIREMENTS
A. CONFORM TO APPLICABLE CODE FOR FLAME AND SMOKE RATING
REQUIREMENTS FOR PRODUCTS AND FINISHES.
1.05 DELIVERY, STORAGE, AND PROTECTION
A. DELIVER PRODUCTS TO SITE IN SEALED AND LABELED CONTAINERS,
INSPECT TO VERIFY ACCEPTABILITY.
B. CONTAINER LABEL: INCLUDE MANUFACTURER'S NAME, TYPE OF
PAINT, BRAND NAME, LOT NUMBER, BRAND CODE, COVERAGE,
SURFACE PREPARATION, DRYING TIME, CLEANUP REQUIREMENTS,
COLOR DESIGNATION, AND INSTRUCTIONS FOR MIXING AND
REDUCING.
C. PAINT MATERIALS: STORE AT MINIMUM AMBIENT TEMPERATURE OF 45
DEGREES F (7 DEGREES C) AND A MAXIMUM OF 90 DEGREES F (32
DEGREES C), IN VENTILATED AREA, AND AS REQUIRED BY
MANUFACTURER'S INSTRUCTIONS.
1.06 ENVIRONMENTAL REQUIREMENTS
A. DO NOT APPLY MATERIALS WHEN SURFACE AND AMBIENT
TEMPERATURES ARE OUTSIDE THE TEMPERATURE RANGES
REQUIRED BY THE PAINT PRODUCT MANUFACTURER.
B. DO NOT APPLY EXTERIOR COATINGS DURING RAIN OR SNOW, OR
WHEN RELATIVE HUMIDITY IS OUTSIDE THE HUMIDITY RANGES
REQUIRED BY THE PAINT PRODUCT MANUFACTURER.
C. MINIMUM APPLICATION TEMPERATURES FOR LATEX PAINTS: 45
DEGREES F (7 DEGREES C) FOR INTERIORS, 50 DEGREES F (10
DEGREES C) FOR EXTERIOR, UNLESS REQUIRED OTHERWISE BY
MANUFACTURER'S INSTRUCTIONS.
D. PROVIDE LIGHTING LEVEL OF 80 FT CANDLES (860 LX) MEASURED
MID-HEIGHT AT SUBSTRATE SURFACE.
1.07 EXTRA MATERIALS
A. SEE SECTION 016000 - PRODUCT REQUIREMENTS, FOR ADDITIONAL
PROVISIONS.
B. SUPPLY 1 GALLON (4 L) OF EACH COLOR, STORE WHERE DIRECTED.
C. LABEL EACH CONTAINER WITH COLOR IN ADDITION TO THE
MANUFACTURER'S LABEL.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. SHERWIN WILLIAMS: WWW.SHERWIN-WILLIAMS.COM.
B. THE MINWAX COMPANY: WWW.MINWAX.COM.
C. SUBSTITUTIONS: SEE SECTION 016000 - PRODUCT REQUIREMENTS.
2.02 PAINTS AND COATINGS - GENERAL
A. PAINTS AND COATINGS: READY MIXED, EXCEPT FIELD-CATALYZED
COATINGS. PREPARE PIGMENTS:
1. TO A SOFT PASTE CONSISTENCY, CAPABLE OF BEING READILY
AND UNIFORMLY DISPERSED TO A HOMOGENEOUS COATING.
2. FOR GOOD FLOW AND BRUSHING PROPERTIES.
3. CAPABLE OF DRYING OR CURING FREE OF STREAKS OR SAGS.
2.03 ACCESSORY MATERIALS
A. ACCESSORY MATERIALS: LINSEED OIL, SHELLAC, TURPENTINE, PAINT
THINNERS AND OTHER MATERIALS NOT SPECIFICALLY INDICATED BUT
REQUIRED TO ACHIEVE THE FINISHES SPECIFIED, COMMERCIAL
QUALITY.
B. PATCHING MATERIAL: LATEX FILLER.
C. FASTENER HEAD COVER MATERIAL: LATEX FILLER.
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY THAT SURFACES ARE READY TO RECEIVE WORK AS
INSTRUCTED BY THE PRODUCT MANUFACTURER.
B. EXAMINE SURFACES SCHEDULED TO BE FINISHED PRIOR TO
COMMENCEMENT OF WORK. REPORT ANY CONDITION THAT MAY
POTENTIALLY AFFECT PROPER APPLICATION.
C. TEST SHOP-APPLIED PRIMER FOR COMPATIBILITY WITH SUBSEQUENT
COVER MATERIALS.
3.02 PREPARATION
A. SURFACE APPURTENANCES: REMOVE OR MASK ELECTRICAL PLATES,
HARDWARE, LIGHT FIXTURE TRIM, ESCUTCHEONS, AND FITTINGS
PRIOR TO PREPARING SURFACES OR FINISHING.
B. SURFACES: CORRECT DEFECTS AND CLEAN SURFACES WHICH
AFFECT WORK OF THIS SECTION. REMOVE OR REPAIR EXISTING
COATINGS THAT EXHIBIT SURFACE DEFECTS.
C. MARKS: SEAL WITH SHELLAC THOSE WHICH MAY BLEED THROUGH
SURFACE FINISHES.
D. IMPERVIOUS SURFACES: REMOVE MILDEW BY SCRUBBING WITH
SOLUTION OF TETRA-SODIUM PHOSPHATE AND BLEACH. RINSE WITH
CLEAN WATER AND ALLOW SURFACE TO DRY.
E. CONCRETE AND UNIT MASONRY SURFACES TO BE PAINTED: REMOVE
DIRT, LOOSE MORTAR, SCALE, SALT OR ALKALI POWDER, AND OTHER
FOREIGN MATTER. REMOVE OIL AND GREASE WITH A SOLUTION OF
TRI-SODIUM PHOSPHATE, RINSE WELL AND ALLOW TO DRY. REMOVE
STAINS CAUSED BY WEATHERING OF CORRODING METALS WITH A
SOLUTION OF SODIUM METASILICATE AFTER THOROUGHLY WETTING
WITH WATER. ALLOW TO DRY.
F. GYPSUM BOARD SURFACES TO BE PAINTED: FILL MINOR DEFECTS
WITH FILLER COMPOUND. SPOT PRIME DEFECTS AFTER REPAIR.
G. GALVANIZED SURFACES TO BE PAINTED: REMOVE SURFACE
CONTAMINATION AND OILS AND WASH WITH SOLVENT. APPLY COAT
OF ETCHING PRIMER.
H. UNCOATED STEEL AND IRON SURFACES TO BE PAINTED: REMOVE
GREASE, MILL SCALE, WELD SPLATTER, DIRT, AND RUST. WHERE
HEAVY COATINGS OF SCALE ARE EVIDENT, REMOVE BY HAND WIRE
BRUSHING OR SANDBLASTING, CLEAN BY WASHING WITH SOLVENT.
APPLY A TREATMENT OF PHOSPHORIC ACID SOLUTION, ENSURING
WELD JOINTS, BOLTS, AND NUTS ARE SIMILARLY CLEANED. PRIME
PAINT ENTIRE SURFACE, SPOT PRIME AFTER REPAIRS
I. SHOP-PRIMED STEEL SURFACES TO BE FINISH PAINTED: SAND AND
SCRAPE TO REMOVE LOOSE PRIMER AND RUST. FEATHER EDGES TO
MAKE TOUCH-UP PATCHES INCONSPICUOUS. CLEAN SURFACES WITH
SOLVENT. PRIME BARE STEEL SURFACES. RE-PRIME ENTIRE
SHOP-PRIMED ITEM.
J. METAL DOORS TO BE PAINTED: PRIME METAL DOOR TOP AND
BOTTOM EDGE SURFACES.
3.03 APPLICATION
A. APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS.
B. DO NOT APPLY FINISHES TO SURFACES THAT ARE NOT DRY. ALLOW
APPLIED COATS TO DRY BEFORE NEXT COAT IS APPLIED.
C. APPLY EACH COAT TO UNIFORM APPEARANCE. APPLY EACH COAT OF
PAINT SLIGHTLY DARKER THAN PRECEDING COAT UNLESS
OTHERWISE APPROVED.
D. VACUUM CLEAN SURFACES OF LOOSE PARTICLES. USE TACK CLOTH
TO REMOVE DUST AND PARTICLES JUST PRIOR TO APPLYING NEXT
COAT.
3.04 FINISHING MECHANICAL AND ELECTRICAL EQUIPMENT
A. REFER TO SECTION 150500 FOR SCHEDULE OF COLOR CODING OF
EQUIPMENT, DUCT WORK, PIPING, AND CONDUIT.
B. PAINT SHOP-PRIMED EQUIPMENT, WHERE INDICATED.
C. REMOVE UNFINISHED LOUVERS, GRILLES, COVERS, AND ACCESS
PANELS ON MECHANICAL AND ELECTRICAL COMPONENTS AND PAINT
SEPARATELY.
D. FINISH EQUIPMENT, PIPING, CONDUIT, AND EXPOSED DUCT WORK IN
COLORS ACCORDING TO THE COLOR CODING SCHEME INDICATED.
E. REINSTALL ELECTRICAL COVER PLATES, HARDWARE, LIGHT FIXTURE
TRIM, ESCUTCHEONS, AND FITTINGS REMOVED PRIOR TO FINISHING.
3.05 CLEANING
A. COLLECT WASTE MATERIAL WHICH MAY CONSTITUTE A FIRE HAZARD,
PLACE IN CLOSED METAL CONTAINERS, AND REMOVE DAILY FROM
SITE.
3.06 SCHEDULE - SURFACES TO BE FINISHED
A. DO NOT PAINT OR FINISH THE FOLLOWING ITEMS:
1. ITEMS FULLY FACTORY-FINISHED UNLESS SPECIFICALLY NOTED.
2. FIRE RATING LABELS, EQUIPMENT SERIAL NUMBER AND
CAPACITY LABELS.
B. PAINT THE SURFACES DESCRIBED BELOW UNDER SCHEDULE - PAINT
SYSTEMS.
C. MECHANICAL AND ELECTRICAL: USE PAINT SYSTEMS DEFINED FOR
THE SUBSTRATES TO BE FINISHED.
1. PAINT ALL INSULATED AND EXPOSED PIPES OCCURRING IN
FINISHED AREAS TO MATCH BACKGROUND SURFACES, UNLESS
OTHERWISE INDICATED.
2. PAINT SHOP-PRIMED ITEMS OCCURRING IN FINISHED AREAS.
3.07 SCHEDULE- PAINT SYSTEMS
A. INTERIOR WALLS - LOW ODOR/ LOW VOC, LATEX BASED EGGSHELL
UNLESS NOTED OTHERWISE IN FINISH SCHEDULE.
COAT #1 SHERWIN WILLIAMS PROGREEN 200 INTERIOR
LATEX PRIMER, B28W2200 (4 MIL WET, 1.2 MIL DRY).
COAT #2 SHERWIN WILLIAMS PROGREEN 200 INTERIOR
LATEX EG-SHELL, B20W651 (4 MIL WET, 1.5 MIL DRY).
COAT #3 SHERWIN WILLIAMS PROGREEN 200 INTERIOR
LATEX EG-SHELL, B20W651 (4 MIL WET, 1.5 MIL DRY).
B. WOOD TRIM AND DOORS - LOW-ODOR/LOW VOC, LATEX BASED
SEMI-GLOSS.
COAT #1 SHERWIN WILLIAMS PREPRITE PROBLOCK LATEX
SEMI-GLOSS, B51S= SERIES (4 MIL WET, 1.4 MIL DRY).
COAT #2 SHERWIN WILLIAMS PROGREEN 200 INTERIOR
LATEX SEMI-GLOSS, B31-600 SERIES (4 MIL WET, 1.6 MIL DRY)
COAT #3 SHERWIN WILLIAMS PROMAR 200 LATEX
SEMI-GLOSS, B31W200 SERIES. (4 MIL. WET, 1.5 MIL. DRY)
C. INTERIOR METAL DOORS, FRAMES, BOLLARDS, BUILDING COLUMNS
NOT AT ROOF STRUCTURE, - LOW-ODOR/LOWER VOC, LATEX BASED
SEMI-GLOSS.
COAT #1 SHERWIN WILLIAMS PRO INDUSTRIAL PRO-CRYL
UNIVERSAL PRIMER, B66-310 SERIES (5-10 MILS WET, 2-4 MILS
DRY).
COAT #2 SHERWIN WILLIAMS PROGREEN 200 INTERIOR
LATEX SEMI-GLOSS, B31-600 SERIES (4 MIL WET, 1.6 MIL DRY).
COAT #3 SHERWIN WILLIAMS PROGREEN 200 INTERIOR
LATEX SEMI-GLOSS, B31-600 SERIES (4 MIL WET, 1.6 MIL DRY).
E. EXTERIOR METAL DOORS, FRAMES AND BOLLARDS - SEMI-GLOSS
ACRYLIC COATING.
COAT #1 SHERWIN WILLIAMS PRO INDUSTRIAL PRO-CRYL
UNIVERSAL PRIMER, B66-310 SERIES (5-10 MILS WET, 2-4 MILS
DRY).
COAT #2 SHERWIN WILLIAMS METALATEX ACRYLIC
SEMI-GLOSS, B42 SERIES (4 MIL WET, 1.5 MIL DRY).
COAT #3 SHERWIN WILLIAMS METALATEX ACRYLIC
SEMI-GLOSS, B42 SERIES (4 MIL WET, 1.5 MIL DRY).
F. CONCRETE FLOORS - EXPOSED CONCRETE FLOORS SHALL RECEIVE
TWO COATS OF HARDENER/SEALER A-H 3WAY SEALER WB MFG. BY
ANTI-HYDRO INTERNATIONAL INC. 1-800-777-1773
G. WALL GRAPHIC PAINT STRIPES. PAINT SPECIFICATION PER FINISH
SCHEDULE. INSTALL NUMBER OF COATS REQUIRED FOR COMPLETE
COVERAGE OF SUBSTRATE COLOR -- MINIMUM OF TWO COATS.
H. METAL ROOF DECK - DRYFALL WATERBORNE TOPCOATS
COAT #1 SHERWIN WILLIAMS DRYFALL WATERBORNE
TOPCOATS, S-W DTM ACRYLIC PRIMER/FINISH, B66W1 (2.5-4 MILS
DRY PER COAT)
COAT #2 SHERWIN WILLIAMS WATERBORNE TOPCOATS
EGGSHELL, S-W WATERBORNE ACRYLIC DRYFALL, B42W2 (7 MILS
WET, 3 MILS DRY)
END OF SECTION
SECTION 099723 - CONCRETE SEALERS
PART 1 GENERAL
1.1 SUMMARY
A. THIS SECTION SPECIFIES AN APPLIED SEALER FOR HORIZONTAL
CAST-IN-PLACE CONCRETE SURFACES.
B. RELATED SECTIONS: REFER TO THE FOLLOWING SPECIFICATION
SECTIONS FOR COORDINATION.
1. SECTION 033000 - CAST-IN-PLACE CONCRETE.
1.2 SUBMITTALS
A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND
INSTALLATION INSTRUCTIONS.
1.3 QUALITY ASSURANCE
A. MANUFACTURER: MINIMUM 10 YEARS EXPERIENCE PRODUCING
CONCRETE COATINGS.
B. SUITABILITY OF SUBSTRATE: CONCRETE SURFACE MUST BE CLEAN
AND DRY WITH ALL STAINS, OIL, GREASE, DUST AND DIRT REMOVED
PRIOR TO APPLICATION. A THOROUGH PRESSURE WASHING IS HIGHLY
RECOMMENDED.
D. REGULATORY REQUIREMENTS: COMPLY WITH REQUIREMENTS OF
AUTHORITIES HAVING JURISDICTION AND APPLICABLE CODES AT THE
LOCATION OF THE PROJECT.
1.4 DELIVERY, STORAGE AND HANDLING
A. DELIVER MATERIALS AND PRODUCTS IN UNOPENED FACTORY
LABELED PACKAGES. PROTECT FROM DAMAGE.
B. STORE IN A SAFE PLACE, OUT OF DIRECT SUNLIGHT. KEEP
CONTAINERS TIGHTLY SEALED. DO NOT ALLOW PRODUCT TO FREEZE.
USE WITHIN MANUFACTURER'S RECOMMENDED SHELF LIFE,
APPROXIMATELY 12 MONTHS.
PART 2 - PRODUCTS
2.1 MATERIALS
A. V-SEAL 101 MULTI SURFACE
B. PERFORMANCE: CONCRETE SEALERS SHALL MEET OR EXCEED THE
FOLLOWING:
1. COVERAGE: AS RECOMMENDED BY MANUFACTURER.
2. MOISTURE RETENTION, TEST ASTM C 309: 0.21 KG/M² AT 200 FT²
PER GALLON AND 0.32 KG/M² AT 300 FT² PER GALLON.
3. GASOLINE RESISTANCE: SLIGHT DULLING AFTER15-MINUTE
EXPOSURE (PONDING).
4. TG: 50°C.
5. TUKON HARDNESS: 30 MINUTES AT 180°F, 9.3; 30 MINUTES AT
300°F, 13.7.
6. PENCIL HARDNESS: 30 MINUTES AT 180°F, F; 30 MINUTES AT
300°F, H.
7. SPRAY CONDITIONS, VISCOSITY: 19 SECONDS, NO. 2 ZHAN CUP.
8. ABRASION RESISTANCE: 160 MG LOST, CS-17 WHEEL, 1000 G
LOAD, 1000 CYCLES
PART 3 - EXECUTION
3.1 PREPARATION
A. INSPECTION: PRIOR TO START OF APPLICATION, INSPECT EXISTING
CONDITIONS TO ENSURE SURFACES ARE SUITABLE FOR
INSTALLATION INCLUDING THE FOLLOWING:
1. CONCRETE HAS CURED FOR A MINIMUM OF 28 DAYS PRIOR TO
APPLICATION OF SEALER.
2. SURFACE IS COMPLETELY FREE OF SEALERS, OILS, DIRT, PAINT,
ALKALI, PENETRATING SEALERS AND FOREIGN MATERIALS THAT
WOULD PREVENT THE SEALER FROM PENETRATING THE
CONCRETE SURFACE.
3. CONCRETE HAS BEEN SWEPT CLEAN.
4. TEST AREA HAS BEEN APPROVED.
3.2 APPLICATION
A. CONCRETE SEALER: STRICTLY COMPLY WITH MANUFACTURER'S
INSTALLATION RECOMMENDATIONS INCLUDING THE FOLLOWING.
1. CLEAN SURFACE AS RECOMMENDED BY MANUFACTURER.
2. ALL CONCRETE FLATWORK DESIGNATED AS BEING SEALED IN
THE PLANS AND SPECIFICATIONS SHALL BE SEALED WITH 2-3
EVEN COATS OF SEALER, AT THE RATE OF APPROXIMATELY 150
TO 200 SQUARE FEET PER GALLON.
3.3 CLEANING AND PROTECTION
PROTECTION: DO NOT COVER, BUT PROTECT FLOOR AREA FROM PAINT AND OTHER
CONTAMINATES THAT COULD INHIBIT THE SEALER.
END OF SECTION
SECTION 102600 - WALL AND DOOR PROTECTION
PART 1 - GENERAL
1.1 PRODUCTS
A. WALL GUARDS
1. PLASTIC CRASH RAIL: WITH RETAINER CLIPS
a. SURFACE MOUNTED
2. MANUFACTURER:
a. GRAND ENTRANCE: SCR-50 CRASH RAIL, INSTALLED
PER MANUFACTURER'S RECOMMENDATIONS.
b. MCCUE CORPORATION, CART STOP GR; INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS. LENGTH AS
INDICATED ON DRAWINGS.
c. MCCUE CORPORATION, CART STOP SP; INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS. LENGTH AS
INDICATED ON DRAWINGS.
CORNER GUARDS
1. SURFACE MOUNTED, RESILIENT, PLASTIC TYPE: 4 FEET HIGH,
USING RETAINER CLIPS.
2. MANUFACTURER:
a. GRAND ENTRANCE: VA SERIES CORNER GUARDS.
END OF SECTION
SECTION 102800 - TOILET, BATH AND LAUNDRY ACCESSORIES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. GRAB BARS.
1.02 RELATED SECTIONS
A. SECTION 061000-WOOD BLOCKING AND CURBING: CONCEALED
SUPPORTS FOR ACCESSORIES, INCLUDING IN WALL FRAMING AND
PLATES.
1.03 REFERENCES
1.04 SUBMITTALS
A. SEE SECTION 013000 - ADMINISTRATIVE REQUIREMENTS, FOR
SUBMITTAL PROCEDURES.
B. PRODUCT DATA: PROVIDE DATA ON ACCESSORIES DESCRIBING SIZE,
FINISH, DETAILS OF FUNCTION, ATTACHMENT METHODS.
1.05 COORDINATION
A. COORDINATE THE WORK WITH THE PLACEMENT OF INTERNAL WALL
REINFORCEMENT TO RECEIVE ANCHOR ATTACHMENTS.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. REFER TO SCHEDULE ON DRAWINGS.
B. OTHER ACCEPTABLE MANUFACTURERS:
1. SUBSTITUTIONS: SECTION 016000 - PRODUCT REQUIREMENTS.
PART 3 EXECUTION
3.01 EXAMINATION
A. VERIFY EXISTING CONDITIONS BEFORE STARTING WORK.
B. VERIFY EXACT LOCATION OF ACCESSORIES FOR INSTALLATION.
C. VERIFY THAT FIELD MEASUREMENTS ARE AS INDICATED ON
DRAWINGS.
3.02 PREPARATION
A. DELIVER INSERTS AND ROUGH-IN FRAMES TO SITE FOR TIMELY
INSTALLATION.
B. PROVIDE TEMPLATES AND ROUGH-IN MEASUREMENTS AS REQUIRED.
3.03 INSTALLATION
A. INSTALL ACCESSORIES IN ACCORDANCE WITH MANUFACTURERS'
INSTRUCTIONS.
B. INSTALL PLUMB AND LEVEL, SECURELY AND RIGIDLY ANCHORED TO
SUBSTRATE.
C. MOUNTING HEIGHTS AND LOCATIONS: AS REQUIRED BY
ACCESSIBILITY REGULATIONS AND AS INDICATED ON DRAWINGS
END OF SECTION
SECTION 104416 - FIRE EXTINGUISHERS
PART 1 - GENERAL
1.1 SUMMARY
A. SECTION INCLUDES PORTABLE, HAND-CARRIED FIRE EXTINGUISHERS
AND MOUNTING BRACKETS FOR FIRE EXTINGUISHERS.
1.2 QUALITY ASSURANCE
A. NFPA COMPLIANCE: FABRICATE AND LABEL FIRE EXTINGUISHERS TO
COMPLY WITH NFPA 10, "PORTABLE FIRE EXTINGUISHERS."
B. FIRE EXTINGUISHERS: LISTED AND LABELED FOR TYPE, RATING, AND
CLASSIFICATION BY AN INDEPENDENT TESTING AGENCY ACCEPTABLE
TO AUTHORITIES HAVING JURISDICTION.
1.3 WARRANTY
A. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH
MANUFACTURER AGREES TO REPAIR OR REPLACE FIRE
EXTINGUISHERS THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN
SPECIFIED WARRANTY PERIOD.
1. FAILURES INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
a. FAILURE OF HYDROSTATIC TEST ACCORDING TO NFPA
10.
b. FAULTY OPERATION OF VALVES OR RELEASE LEVERS.
2. WARRANTY PERIOD: MANUFACTURER'S STANDARD FORM AND
TERM.
PART 2 - PRODUCTS
2.1 PORTABLE, HAND-CARRIED FIRE EXTINGUISHERS
A. FIRE EXTINGUISHERS: TYPE, SIZE, AND CAPACITY FOR EACH
MOUNTING BRACKET INDICATED.
1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH
REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING
PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK
INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
a. ANSUL INCORPORATED, TYCO INTERNATIONAL LTD.
b. BUCKEYE FIRE EQUIPMENT COMPANY.
c. LARSEN'S MANUFACTURING COMPANY.
d. MOON-AMERICAN.
e. PYRO-CHEM, TYCO SAFETY PRODUCTS.
2. INSTRUCTION LABELS: INCLUDE PICTORIAL MARKING SYSTEM
COMPLYING WITH NFPA 10, APPENDIX B.
B. DRY-CHEMICAL TYPE: UL-RATED 10 LB. ABC, WITH MONOAMMONIUM
PHOSPHATE BASED CHEMICAL IN STAINLESS-STEEL CONTAINER, WITH
PRESSURE-INDICATING GAGE.
2.2 MOUNTING BRACKETS
A. MOUNTING BRACKETS: MANUFACTURER'S STANDARD GALVANIZED
STEEL, DESIGNED TO SECURE FIRE EXTINGUISHER TO WALL OR
STRUCTURE, OF SIZES REQUIRED FOR TYPES AND CAPACITIES OF
FIRE EXTINGUISHERS INDICATED, WITH PLATED OR RED
BAKED-ENAMEL FINISH.
B. IDENTIFICATION: LETTERING COMPLYING WITH AUTHORITIES HAVING
JURISDICTION FOR LETTER STYLE, SIZE, SPACING, AND LOCATION.
LOCATE AS INDICATED BY ARCHITECT.
1. IDENTIFY BRACKET-MOUNTED FIRE EXTINGUISHERS WITH THE
WORDS "FIRE EXTINGUISHER" IN RED LETTER DECALS APPLIED
TO MOUNTING SURFACE.
a. ORIENTATION: VERTICAL.
PART 3 - EXECUTION
3.1 INSTALLATION
A. EXAMINE FIRE EXTINGUISHERS FOR PROPER CHARGING AND
TAGGING.
1. REMOVE AND REPLACE DAMAGED, DEFECTIVE, OR
UNDERCHARGED FIRE EXTINGUISHERS.
B. INSTALL FIRE EXTINGUISHERS AND MOUNTING BRACKETS IN
LOCATIONS INDICATED AND IN COMPLIANCE WITH REQUIREMENTS OF
AUTHORITIES HAVING JURISDICTION.
1. MOUNTING BRACKETS: 54 INCHES (1372 MM) ABOVE FINISHED
FLOOR TO TOP OF FIRE EXTINGUISHER.
C. MOUNTING BRACKETS: FASTEN MOUNTING BRACKETS TO SURFACES,
SQUARE AND PLUMB, AT LOCATIONS INDICATED.
END OF SECTION
SECTION 124816 - ENTRANCE FLOOR GRILLES
PART 1 - GENERAL
1.01 SUMMARY
A. SECTION INCLUDES: [ENTRANCE MATTING SYSTEMS, INCLUDING
VINYL FOOT GRIDS]
B. RELATED SECTIONS: SECTION(S) RELATED TO THIS SECTION
INCLUDE:
1. SECTION 033000 - CAST-IN-PLACE CONCRETE.
2. SECTION 087100 - DOOR HARDWARE.
1.02 REFERENCES
A. STANDARDS LISTED BY REFERENCE, INCLUDING REVISIONS BY
ISSUING AUTHORITY, FORM A PART OF THIS SPECIFICATION SECTION
TO EXTENT INDICATED. THE STANDARDS LISTED HERE ARE
IDENTIFIED WITH A DESIGNATION NUMBER, TITLE OR OTHER
DESIGNATION ESTABLISHED BY THE ISSUING AUTHORITY.
B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM):
1. ASTM C1028 STATIC COEFFICIENT OF FRICTION
1.03 SYSTEM DESCRIPTION
A. PERFORMANCE REQUIREMENTS: PROVIDE VINYL GRID ENTRANCE
FLOOR MAT SYSTEM, WHICH HAS BEEN MANUFACTURED AND
INSTALLED TO MAINTAIN PERFORMANCE CRITERIA STATED BY
MANUFACTURER WITHOUT DEFECTS, DAMAGE OR FAILURE.
1.04 SUBMITTALS
A. GENERAL: SUBMIT LISTED SUBMITTALS IN ACCORDANCE WITH THE
CONDITIONS OF THE CONTRACT AND DIVISION 1 SUBMITTAL
PROCEDURES SECTION.
B. PRODUCT DATA: SUBMIT PRODUCT DATA, INCLUDING
MANUFACTURER'S SPECIFICATION SHEET AND INSTALLATION
INSTRUCTIONS FOR SPECIFIED PRODUCTS. INCLUDE METHODS OF
INSTALLATION AND SUBSTRATE PREPARATION FOR EACH TYPE OF
SUBSTRATE.
C. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING LAYOUT,
PROFILES AND PRODUCT COMPONENTS, INCLUDING ANCHORAGE,
ACCESSORIES, FINISH COLORS, PATTERNS AND TEXTURES.
D. SAMPLES: SUBMIT SAMPLES FOR EACH TYPE AND COLOR OF
EXPOSED ENTRANCE MAT, FRAMES AND ACCESSORIES REQUIRED.
PROVIDE SAMPLES OF MAT MATERIALS.
E. QUALITY ASSURANCE SUBMITTALS: (1) CERTIFIED TEST REPORTS
SHOWING COMPLIANCE WITH SPECIFIED PERFORMANCE
CHARACTERISTICS AND PHYSICAL PROPERTIES, AND (2)
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
F. CLOSEOUT SUBMITTALS: (1) CLEANING & MAINTENANCE DATA
(INCLUDE METHODS FOR MAINTAINING INSTALLED PRODUCTS AND
PRECAUTIONS AGAINST CLEANING MATERIALS AND METHODS
DETRIMENTAL TO FINISHES AND PERFORMANCE), AND (2) WARRANTY.
1.05 QUALITY ASSURANCE
A. INSTALLER: INSTALLER SHOULD BE HIGHLY EXPERIENCED IN
PERFORMING WORK OF THIS SECTION, HAVING PREVIOUSLY DONE
WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT.
1.06 SEQUENCING/SCHEDULING
A. ORDERING: COMPLY WITH MANUFACTURER'S ORDERING
INSTRUCTIONS AND LEAD-TIME REQUIREMENTS TO AVOID
CONSTRUCTION DELAYS.
B. DELIVERY: DELIVER MATERIALS IN MANUFACTURER'S ORIGINAL,
UNOPENED, UNDAMAGED PACKAGING.
C. STORAGE: STORE MATERIALS AT TEMPERATURE AND IN HUMIDITY
CONDITIONS RECOMMENDED BY MANUFACTURER AND PROTECT
FROM EXPOSURE TO HARMFUL WEATHER CONDITIONS.
D. INSTALLATION: EXCEPT AS OTHERWISE INDICATED HEREIN,
SEQUENCING OR SCHEDULING FOR PERFORMANCE OF WORK OF THIS
SECTION IN RELATION WITH OTHER WORK IS CONTRACTOR'S OPTION.
DELAY INSTALLATION OF MATS UNTIL NEAR TIME OF SUBSTANTIAL
COMPLETION FOR THE PROJECT.
1.07 PROJECT CONDITIONS
A. TEMPERATURE: MAINTAIN TEMPERATURE WHERE PRODUCTS WILL BE
INSTALLED BEFORE, DURING AND AFTER INSTALLATION AS
RECOMMENDED BY MANUFACTURER.
B. FIELD MEASUREMENTS: WHERE POSSIBLE, VERIFY ACTUAL
MEASUREMENTS BY FIELD MEASURING BEFORE FABRICATION AND
INCLUDE MEASUREMENTS IN SHOP DRAWINGS. TO AVOID
CONSTRUCTION DELAYS, COORDINATE FIELD MEASUREMENTS AND
FABRICATION SCHEDULE BASED UPON CONSTRUCTION PROGRESS.
PART 2 - PRODUCTS
2.01 ACCEPTABLE MANUFACTURER
A. PROVIDE ULTRA ENTRY BY:
MATS INC., PO BOX 839, 37 SHUMAN AVENUE, STOUGHTON, MA,
02072; TELEPHONE 800-628-7462 OR 781-344-1536; FAX 781-344-1537;
WWW.MATSINC.COM.
2.02 MATERIALS
A. VINYL FOOT GRILLE: CONSTRUCTED FROM 30 PERCENT
POST-INDUSTRIAL RECYCLED POLYVINYL CHLORIDE (PVC) IF GRAY OR
OTHER COLORS, AND UP TO 100 PERCENT POST-INDUSTRIAL
RECYCLED PVC IF BLACK. WELDED IN A NON-HINGED, GRILLE DESIGN
WITH AN EMBOSSED NON-SKID SURFACE, (NON-EMBOSSED SURFACES
NOT ACCEPTABLE) TO SIZES INDICATED WITH THE FOLLOWING
CHARACTERISTICS:
1. ULTRA ENTRY: EXTRUDED PVC GRID, GRAY COLOR, WITH
POLYAMIDE NYLON 6.6 FIBER INSERT IN CHARCOAL COLOR.
B. FRAMING AND NOSING ACCESSORIES FOR VINYL FOOT GRILLE
1. SURFACE MOUNTED APPLICATION: 3/8" INCHES GRID AND
BEVELED, HEAVY-DUTY ATTACHED NOSING.
C. PRODUCT TESTING FOR VINYL FOOT GRILLE
1. ASTM C1028 STATIC COEFFICIENT OF FRICTION: WET, 1.01; DRY,
0.97
2.03 PRODUCT SUBSTITUTIONS
A. SUBSTITUTIONS: NO SUBSTITUTIONS PERMITTED.
PART 3 - EXECUTION
3.01 SUBSTRATE PREPARATION
A. EXAMINE SUBSTRATES AND CONDITIONS WHERE FLOOR MATS WILL
BE INSTALLED. DO NOT PROCEED WITH INSTALLATION UNTIL
UNSATISFACTORY CONDITIONS ARE CORRECTED. SUB FLOOR SHALL
BE CLEAN AND DRY, AND WITHIN ACCEPTABLE TOLERANCES.
3.02 INSTALLATION
A. SIZES: SHOP-FABRICATE UNITS OF FLOOR MAT TO GREATEST EXTENT
POSSIBLE IN SIZES AS INDICATED. WHERE NOT INDICATED
OTHERWISE, PROVIDE SINGLE UNIT FOR EACH MAT INSTALLATION,
BUT DO NOT EXCEED MANUFACTURER'S MAXIMUM SIZE
RECOMMENDATION FOR UNITS INTENDED FOR REMOVAL AND
CLEANING. WHERE JOINTS IN MATS ARE NECESSARY, SPACE
SYMMETRICALLY AND AWAY FROM NORMAL TRAFFIC LANES. MITER
CORNER JOINTS IN FRAMING ELEMENTS WITH HAIRLINE JOINTS OR
PROVIDE PREFABRICATED CORNER UNITS WITHOUT JOINTS. WHERE
POSSIBLE, VERIFY SIZES BY FIELD MEASUREMENT BEFORE SHOP
FABRICATION.
B. ACCESSORIES: FOR RECESSED, PROVIDE ALUMINUM FRAMEWORK AS
RECOMMENDED BY MANUFACTURER.
C. GENERAL: STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION
INSTRUCTIONS AND RECOMMENDATIONS. COORDINATE
INSTALLATION WITH ADJACENT WORK TO ENSURE PROPER
CLEARANCES AND TO PREVENT TRIPPING HAZARDS.
3.03 CLEANING AND PROTECTION
A. GENERAL CLEANING: REFER TO MANUFACTURER'S CLEANING AND
MAINTENANCE INSTRUCTIONS.
B. OWNER'S PERSONNEL: INSTRUCT OWNER'S PERSONNEL IN PROPER
MAINTENANCE PROCEDURES.
C. PROTECTION: PROTECT INSTALLED PRODUCT AND FINISH SURFACES
FROM DAMAGE DURING CONSTRUCTION AND UNTIL ACCEPTANCE.
END OF SECTION
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U.L. #U419
NOVEMBER 12, 2008
NONBEARING WALL RATINGS —
MIN. THICKNESS OF
INSULATION
(ITEM 3)
NO. OF LAYERS AND
THICKNESS OF PANELS
MIN.
STUD
DEPTH
RATING
2
3
U.L. #W-L-1001
1B
2
3
1A
A
A
SECTION A-A
June 15, 2005
F Ratings – 1, 2, 3 and 4 Hr (See Items 2 and 3)
T Ratings – 0, 1, 2, 3, and 4 Hr (See Item 3)
L Rating At Ambient – less than 1 CFM/sq ft
L Rating At 400 F – less than 1 CFM/sq ft
12 (305) 1 OR 2 0
1 (25)
4 (102)
6 (152)
1 (25)
3 OR 4
1 OR 2
3 OR 4
1 OR 2 0+, 1 OR 2
3 OR 4
0
0
MAX PIPE OR CONDUIT DIAM,
IN (mm).
F RATING, HR.T RATING,
HR.
APRIL 30, 1998
(FORMERLY SYSTEM NO. 328)
F RATINGS –
–
–
–
2
3
1B
2 3
1A
U.L. #W-L-1017
1C
SECTION A-A
A
A
1. FLOOR AND CEILING RUNNERS -- (NOT SHOWN) -- CHANNEL
SHAPED, FABRICATED FROM MIN 25 MSG
CORROSION-PROTECTED STEEL, MIN WIDTH TO ACCOMMODATE
STUD SIZE, WITH MIN 1 IN. LONG LEGS, ATTACHED TO FLOOR
AND CEILING WITH FASTENERS 24 IN. OC MAX.
2. STEEL STUDS -- CHANNEL SHAPED, FABRICATED FROM MIN 25
MSG CORROSION-PROTECTED STEEL, MIN WIDTH AS INDICATED
UNDER ITEM 4, MIN 1-1/4 IN. FLANGES AND 1/4 IN. RETURN,
SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN.
LESS THAN ASSEMBLY HEIGHT.
3. BATTS AND BLANKETS* -- (REQUIRED AS INDICATED UNDER ITEM
4) -- MINERAL WOOL BATTS, FRICTION FITTED BETWEEN STUDS
AND RUNNERS. MIN NOM THICKNESS AS INDICATED UNDER ITEM
4. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR
NAMES OF CLASSIFIED COMPANIES.
3A. BATTS AND BLANKETS* -- (OPTIONAL) -- PLACED IN STUD CAVITIES, ANY GLASS
FIBER OR MINERAL WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING AS
TO SURFACE BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND
BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES.
4. GYPSUM BOARD* -- GYPSUM PANELS WITH BEVELED, SQUARE
OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY.
VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED
ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL
JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS)
STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT
BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND
HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED
NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND
HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER
SYSTEMS) STAGGERED A MIN OF 12 IN. THE THICKNESS AND
NUMBER OF LAYERS FOR THE 1 HR, 2 HR, 3 HR AND 4 HR
RATINGS ARE AS FOLLOWS:
WALLBOARD PROTECTION ON EACH SIDE OF WALL
1 3-1/2 1 LAYER, 5/8 IN. THICK OPTIONAL
1 2-1/2 1 LAYER, 3/4 IN. THICK 1-1/2 IN.
1 1-5/8 1 LAYER, 3/4 IN. THICK OPTIONAL
2 1-5/8 2 LAYER, 1/2 IN. THICK OPTIONAL
2 1-5/8 2 LAYER, 5/8 IN. THICK OPTIONAL
2 3-1/2 1 LAYER, 3/4 IN. THICK 3 IN.
3 1-5/8 3 LAYER, 1/2 IN. THICK OPTIONAL
3 1-5/8 3 LAYER, 3/4 IN. THICK OPTIONAL
3 1-5/8 3 LAYER, 5/8 IN. THICK OPTIONAL
4 1-5/8 4 LAYER, 5/8 IN. THICK OPTIONAL
4 1-5/8 4 LAYER, 1/2 IN. THICK OPTIONAL
4 2-1/2 2 LAYER, 3/4 IN. THICK 2 IN.
CANADIAN GYPSUM COMPANY -- 1/2 IN. THICK TYPE C, IP-X2 OR IPC-AR; WRC, 5/8 IN.
THICK TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX OR WRC; 3/4 IN. THICK
TYPE IP-X3, ULTRACODE, ULTRACODE SHC OR ULTRACODE WRC.
UNITED STATES GYPSUM CO -- 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRC; 5/8 IN.
THICK TYPE SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 IN.
THICK TYPE IP-X3, ULTRACODE, ULTRACODE SHC OR ULTRACODE WRC.
USG MEXICO S A DE C V -- 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRC; 5/8 IN. THICK
TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC OR; 3/4 IN. THICK TYPE
IP-X3, ULTRACODE, ULTRACODE SHC OR ULTRACODE WRC.
4A. GYPSUM BOARD* -- (AS AN ALTERNATE TO ITEM 4) -- 5/8 IN. THICK, 2 FT. WIDE,
TONGUE AND GROOVE EDGE, APPLIED HORIZONTALLY AS THE OUTER LAYER TO ONE
SIDE OF THE ASSEMBLY. SECURED AS DESCRIBED IN ITEM 5. JOINT COVERING (ITEM
7) NOT REQUIRED.
CANADIAN GYPSUM COMPANY -- TYPE SHX.
UNITED STATES GYPSUM CO -- TYPE SHX.
USG MEXICO S A DE C V -- TYPE SHX.
5. FASTENERS -- (NOT SHOWN) -- TYPE S OR S-12 STEEL SCREWS
USEDYER- 1-5/ TO ATTACH PANELS TO STUDS (ITEM 2) OR
FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1 IN.
LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR
3/4 IN. THICK PANELS, SPACED 8 IN. OC WHEN PANELS ARE
APPLIED HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND
BOTTOM EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE
APPLIED VERTICALLY. TWO LAYER SYSTEMS: FIRST LAYER- 1 IN.
LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR
3/4 IN. THICK PANELS, SPACED 16 IN. OC. SECOND LAYER- 1-5/8
IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-1/4 IN. LONG
FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC WITH SCREWS
OFFSET 8 IN. FROM FIRST LAYER. THREE-LAYER SYSTEMS: FIRST
LAYER- 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24
IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK
PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2
IN., 5/8 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK
PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN. FROM
LAYER BELOW. FOUR-LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG
FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND
LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED
24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN. THICK PANELS
OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 24 IN. OC.
FOURTH LAYER- 2-5/8 IN. LONG FOR 1/2 IN. THICK PANELS OR 3
IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS
OFFSET MIN 6 IN. FROM LAYER BELOW.
6. FURRING CHANNELS -- (OPTIONAL, NOT SHOWN, FOR SINGLE OR
DOUBLE LAYER SYSTEMS) -- RESILIENT FURRING CHANNELS
FABRICATED FROM MIN 25 MSG CORROSION-PROTECTED STEEL,
SPACED VERTICALLY A MAX OF 24 IN. OC. FLANGE PORTION
ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG
TYPE S-12 STEEL SCREWS. NOT FOR USE WITH ITEM 4A.
6A. STEEL FRAMING MEMBERS (NOT SHOWN)* -- (OPTIONAL ON ONE OR BOTH SIDES,
NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) -- AS AN ALTERNATE TO ITEM
6, FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW:
A. FURRING CHANNELS -- FORMED OF NO. 25 MSG GALV STEEL. 2-3/8 IN.
WIDE BY 7/8 IN. DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO
STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B.
GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN
ITEM 5. NOT FOR USE WITH ITEM 4A.
B. STEEL FRAMING MEMBERS* -- USED TO ATTACH FURRING CHANNELS
(ITEM 6A) TO STUDS (ITEM 2). CLIPS SPACED MAX. 48 IN. OC., AND
SECURED TO STUDS WITH NO. 8 X 1-1/2 IN. MINIMUM SELF-DRILLING,
S-12 STEEL SCREW THROUGH THE CENTER GROMMET. FURRING
CHANNELS ARE FRICTION FITTED INTO CLIPS.
PAC INTERNATIONAL INC -- TYPE RSIC-1.
7. JOINT TAPE AND COMPOUND -- VINYL OR CASEIN, DRY OR
PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS
AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2 IN.
WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL
JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT
COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE
SUPPLIED WITH A SQUARE EDGE.
8. SIDING, BRICK OR STUCCO -- (OPTIONAL, NOT SHOWN) --
ALUMINUM, VINYL OR STEEL SIDING, BRICK VENEER OR STUCCO,
MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES,
INSTALLED OVER GYPSUM PANELS. BRICK VENEER ATTACHED
TO STUDS WITH CORRUGATED METAL WALL TIES ATTACHED TO
EACH STUD WITH STEEL SCREWS, NOT MORE THAN EACH SIXTH
COURSE OF BRICK.
9. CAULKING AND SEALANTS* -- (OPTIONAL, NOT SHOWN) -- A BEAD
OF ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION
PERIMETER FOR SOUND CONTROL.
UNITED STATES GYPSUM CO -- TYPE AS
*BEARING THE UL CLASSIFICATION MARK
1. WALL ASSEMBLY – THE 1, 2, 3 OR 4 HR FIRE-RATED GYPSUM
WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED
OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE
INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS
IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE
THE FOLLOWING CONSTRUCTION FEATURES:
A. STUDS – WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX
2 HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL STUDS. WOOD
STUDS TO CONSIST OF NOM. 2 BY 4 IN. (51 BY 102 MM) LUMBER
SPACED 16 IN. (406 MM) OC WITH NOM. 2 BY 4 IN. (51 BY 102 MM)
LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN
3-5/8 IN. (92 MM) WIDE BY 1-3/8 IN. (35 MM) DEEP CHANNELS SPACED
MAX 24 IN. (610 MM) OC.
B. GYPSUM BOARD* – NOM. 1/2 OR 5/8 IN. (13 OR 16 MM) THICK, 4 FT. (122
CM) WIDE WITH SQUARE OR TAPERED EDGES. THE GYPSUM
WALLBOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE
AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL
U300 OR U400 SERIES DESIGN IN THE UL FIRE RESISTANCE
DIRECTORY. MAX DIAM OF OPENING IS 26 IN. (660 MM).
2. THROUGH PENETRANT – ONE METALLIC PIPE, CONDUIT OR
TUBING INSTALLED EITHER CONCENTRICALLY OR
ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR
SPACE BETWEEN PIPE, CONDUIT OR TUBING AND PERIPHERY OF
OPENING SHALL BE MIN OF 0 IN. (0 MM) (POINT CONTACT) TO
MAX 2 IN. (51 MM). PIPE, CONDUIT OR TUBING TO BE RIGIDLY
SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE
FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS
OR TUBING MAY BE USED:
A. STEEL PIPE – NOM 24 IN. (610 MM) DIAM (OR SMALLER) SCHEDULE 10
(OR HEAVIER) STEEL PIPE.
B. IRON PIPE – NOM 24 IN. (610 MM) DIAM (OR SMALLER) SERVICE WEIGHT
(OR HEAVIER) CAST IRON SOIL PIPE, NOM 12 IN. (305 MM) DIAM (OR
SMALLER) OR CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE.
C. CONDUIT – NOM 6 IN. (152 MM) DIAM (OR SMALLER) STEEL CONDUIT OR
NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC
TUBING
D. COPPER TUBING – NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR
HEAVIER) COPPER TUBING
E. COPPER PIPE – NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR
HEAVIER) COPPER PIPE.
F. THROUGH PENETRATING PRODUCT* – FLEXIBLE METAL PIPING – THE
FOLLOWING TYPES OF STEEL FLEXIBLE METAL GAS PIPING MAY BE
USED:
1. NOM 2 IN. (51 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS
PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH
SIDES OF FLOOR OR WALL ASSEMBLY.
OMEGA FLEX INC
2. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS
PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH
SIDES OF FLOOR OR WALL ASSEMBLY.
TITEFLEX CORP
A BUNDY CO
3. NOM 1 IN. (25 MM) DIAM (OR SMALLER) STEEL FLEXIBLE METAL GAS
PIPING. PLASTIC COVERING ON PIPING MAY OR MAY NOT BE REMOVED ON BOTH
SIDES OF FLOOR OR WALL ASSEMBLY.
WARD MFG INC
3. FILL, VOID OR CAVITY MATERIAL* – CAULK OR SEALANT – MIN 5/8.
1-1/4,1-7/8 AND 2-1/2 IN. (16, 32, 48 AND 64 MM) THICKNESS OF
CAULK FOR 1, 2, 3 AND 4 HR RATED ASSEMBLIES, RESPECTIVELY,
APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF
WALL. MIN 1/4 IN. (6 MM) DIAM BEAD OF CAULK APPLIED TO
GYPSUM BOARD/PENETRANT INTERFACE AT POINT CONTACT
LOCATION ON BOTH SIDES OF WALL. THE HOURLY F RATING OF
THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE
RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS
SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF
THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE
OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF
THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS TABULATED
BELOW:
+WHEN COPPER PIPE IS USED, T RATING IS 0 HR.
3M COMPANY – CP 25WB+ CAULK OR FB-3000 WT SEALANT,
*BEARING THE UL CLASSIFICATION MARKING
1. WALL ASSEMBLY – THE 1 OR 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL
ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER
DESCRIBED IN THE INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS IN
THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING
CONSTRUCTION FEATURES:
A. STUDS – WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS.
WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED 16 IN. OC WITH NOM 2 BY 4 IN.
LUMBER END PLATES AND CROSS BRACES. STEEL STUDS TO BE MIN 3-5/8 IN. WIDE BY 1-3/8 IN.
DEEP CHANNELS SPACED MAX 24 IN. OC.
B. GYPSUM BOARD* – NOM 5/8 IN. THICK, 4 FT. WIDE WITH SQUARE OR TAPERED EDGES. THE
GYPSUM WALLBOARD TYPE, NUMBER OF LAYERS AND SHEET ORIENTATION SHALL BE AS
SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. DIAM OF CIRCULAR THROUGH
OPENING CUT THROUGH GYPSUM WALLBOARD ON EACH SIDE OF WALL ASSEMBLY TO BE MIN
0 IN. (POINT CONTACT) TO MAX 1 IN. LARGER THAN OUTSIDE DIAM OF FLEXIBLE METAL
CONDUIT (ITEM 2) INSTALLED IN THROUGH OPENING. SIDE EDGE OF CIRCULAR OPENING TO
BE MIN 3 IN. FROM NEAREST STUD IN WALL CAVITY.
C. FASTENERS – WHEN WOOD STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD ATTACHED
TO STUDS WITH CEMENT COATED NAILS AS SPECIFIED IN THE INDIVIDUAL WALL OR PARTITION
DESIGN. WHEN STEEL CHANNEL STUD FRAMING IS EMPLOYED, GYPSUM WALLBOARD
ATTACHED TO STUDS WITH TYPE S SELF-DRILLING, SELF-TAPPING BUGLE-HEAD STEEL
SCREWS AS SPECIFIED IN THE INDIVIDUAL WALL OR PARTITION DESIGN.
2. THROUGH PENETRATING PRODUCT* – FLEXIBLE METAL CONDUIT – NOM 4 IN. DIAM (OR
SMALLER) ALUMINUM OR STEEL FLEXIBLE METAL CONDUIT+. MAX ONE FLEXIBLE
METAL CONDUIT TO BE INSTALLED NEAR CENTER OF CIRCULAR OPENING IN GYPSUM
WALLBOARD. FLEXIBLE METAL CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES
OF WALL ASSEMBLY. AFC CABLE SYSTEMS INC
3. FILL, VOID OR CAVITY MATERIAL* – CAULK – CAULK FILL MATERIAL FORCED INTO
ANNULAR SPACE AROUND ENTIRE CIRCUMFERENCE OF THROUGH PENETRATING
PRODUCT TO COMPLETELY FILL OPENING IN GYPSUM WALLBOARD LAYERS ON EACH
SIDE OF THE WALL ASSEMBLY. A MIN 5/8 IN. THICKNESS OF CAULK IS REQUIRED FOR
THE 1 HR F RATING. A MIN 1-1/4 IN. THICKNESS OF CAULK IS REQUIRED FOR THE 2 HR F
RATING.
3M COMPANY – CP 25WB+
*BEARING THE UL CLASSIFICATION MARKING
1 2 3 5
B
A
JOB NO.
D
C
ISSUED FOR:
PERMIT
RELEASE
CONSTRUCTION
BID
2015-052
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