W912HN-19-R-3006_SECTION_A_AMD5.PDF
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Text version
EL: +0'-0"
EXISTING STUCCO TYP
PAINT EXISTING
GUARDRAIL, TYP. SEE
SPEC SECTION 09 90 00
EXISTING GAS
METER &
CABINET
EX. STORAGE
BUILDINGS.SEE
SHEET AD-111 &
A-111 FOR SCOPE
OF WORK
WINDOWS AND DOOR IN PENTHOUSE BY OTHER. PROVIDE
CAULK AT PENTHOUSE WINDOWS INSIDE AND OUT.
EL: +56'-3"
(V.I.F.)
T/ ROOF SLAB
EL: +38'-9"
(V.I.F.)
T/ 4th FLOOR
EL: +26'-3"
(V.I.F.)
T/ 3rd FLOOR
EL: +13'-9"
(V.I.F.)
T/ 2nd FLOOR
T/ 1st FLOOR
EXISTING BRICK TYP
4TH FLOOR TOWER WINDOWS BY OTHERS - TYP.
EXISTING STUCCO TYP
NEW LOUVER, TYP. REFER TO
MECHANICAL DRAWINGS
REPLACE LOWER
LEVEL LINTEL,
DOOR, & FRAME.
PATCH AND REPAIR MASONRY AT
STAIR PENHOUSE PER SPEC
SECTION 04 01 20.70
NEW WINDOWS, TYP. SEE
SHEET A-611 FOR
WINDOW TYPES
EXISTING BRICK TYP
NEW WINDOWS,
TYP. SEE SHEET
A-611 FOR
WINDOW TYPES
EX. STORAGE BUILDINGS.
SEE SHEET AD-111 & A-111
FOR SCOPE OF WORK
EXISTING STUCCO TYP.
PAINT EXISTING RAILING,
TYP. SEE SPEC SECTION
09 90 00
WINDOWS AND DOOR IN PENTHOUSE BY OTHER. PROVIDE
CAULK AT PENTHOUSE WINDOWS INSIDE AND OUT.
4TH FLOOR TOWER WINDOWS BY OTHERS - TYP.
NEW LOUVER, TYP. REFER TO
MECHANICAL DRAWINGS
PATCH AND REPAIR MASONRY AT
STAIR PENHOUSE PER SPEC
SECTION 04 01 20.70
EXISTING BRICK TYP
EXISTING STUCCO TYP
NEW WINDOWS,
TYP. SEE SHEET
A-611 FOR
WINDOW TYPES
4TH FLOOR TOWER
WINDOWS BY OTHERS
- TYP.
PATCH AND REPAIR MASONRY AT
STAIR PENHOUSE PER SPEC
SECTION 04 01 20.70
BALCONY ELEVATION
SCALE: 1/8" = 1'-0"2
A-201
A R
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A -2
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BALCONY ELEVATION
SCALE: 1/8" = 1'-0"3
GENERAL NOTES:
A N
S I D
C H
E C
K E
D B
Y
D R
A W
N B
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IS
S
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D A
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M A
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SHEET ID
ISSUED FOR CONSTRUCTION
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US Army Corps of Engineers
C A
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G O
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END ELEVATION
SCALE: 1/8" = 1'-0"1
A. PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD-VERIFY AND DOCUMENT EXISTING
SIZE, DIMENSIONS, CONFIGURATION, STYLE, COLOR, PROFILE AND FENESTRATION
DETAILING OF EACH INDIVIDUAL EXTERIOR WINDOW TO BE REPLACED. PROVIDE NEW
WINDOWS TO MATCH THESE CHARACTERISTICS AND MAINTAIN THE HISTORICAL
INTEGRITY OF THE EXISTING BUILDING. NEW WINDOWS SHALL ALSO CONFORM TO THE
REQUIREMENTS LISTED BELOW AND IN THE SPECIFICATIONS AND TO MATCH NEW
FOURTH FLOOR TOWER WINDOWS PROVIDED BY OTHER.
B. NEW EXTERIOR WINDOWS SHALL ASSEMBLIES COMPRISED OF PREFINISHED
ALUMINUM FRAMES WITH INSULATING LOW-E GLASS. GLAZING SHALL CONSIST OF
TWO (2) 1/8" LAMINATED ANNEALED GLASS PANELS WITH PVB 0.030" INTERLAYER AT
INTERIOR SIDE, 1/2" AIR SPACE, AND 1/4" ANNEALED GLASS.
C. PANEL AT THE EXTERIOR SIDE. EACH OPENING IS TAGGED WITH WINDOW TYPE ON
PLANS. SEE A-611 FOR LISTING OF ALL WINDOW TYPES. SEE PLANS AND WINDOW
TYPES FOR LOCATIONS WHERE SPANDREL GLASS PANELS OR INSULATED OPAQUE
PANELS ARE REQUIRED INSTEAD OF STANDARD GLAZING.
D. NEW EXTERIOR WINDOWS SHALL MEET UFC-4-010-01 DOD MINIMUM ANTI-TERRORISM
STANDARDS FOR BUILDINGS.
E. INFILL AND BRICK UP OPENINGS LEFT BY REMOVAL OF VENTS TO MATCH ADJACENT
CONSTRUCTION. SEE SPEC SECTION 04 01 20.70
F. PATCH, AND PAINT EXISTING STUCCO EXTERIOR WALL FINISH AT LOCATIONS AS
INDICATED. REPAIR AS REQ'D. SEE SPEC SECTION 09 90 00
G. REPAIR MASONRY WALL DAMAGE, CRACKING, AND SPALLING AT LOCATIONS AS
INDICATED. CLEAN, PATCH, REPAIR, AND RE-TUCKPOINT EXISTING BRICK AND STONE
TRIM. APPLY CLEAR ANTI-GRAFFITI COATING. SEE SPEC SECTION 04 01 20.70
H. ALL EXTERIOR PAINTED SURFACES TO HAVE EXISTING PAINT CLEANED AND ALL LOOSE
PAINT REMOVED, THE SURFACE PREPARED AND A NEW PAINT SYSTEM APPLIED. THIS
INCLUDES, BUT IS NOT LIMITED TO, CURRENTLY PAINTED STUCCO, PAINTED
CONCRETE, WOOD TRIM, STORAGE BUILDINGS AND THEIR DOORS. REMOVE SIGNS
AND ANY OTHER ITEMS OBSTRUCTING ACCESS TO THE ENTIRE PAINTED SURFACE AND
REINSTALL AT THE COMPLETION OF WORK. STRIP AND CLEAN ALL HANDRAILS AND
PREPARE FOR REPAINTING, HANDRAILS ARE SUSPECTED TO HAVE LEAD BASED PAINT.
I. CLAY TILE ROOF BY OTHER. ROOF WORK REQUIRED FOR ALL PENETRATIONS
THROUGH THE ROOF REQUIRED BY THIS CONTRACT ARE THE RESPONSIBILITY OF THIS
CONTRACT. ROOF WORK COMPLETED UNDER THIS CONTRACT SHALL IN NO WAY VOID
THE ROOF WARRANTY AND GUARANTY. SEE SHEET A-503 FOR PENETRATION DETAILS.
J. COOPER GUTTERS AND DOWNSPOUTS TO RECEPTORS BY OTHER. REMOVAL AND
REPLACEMENT OF GUTTERS AND/OR DOWNSPOUTS REQUIRED TO COMPLETE
PAINTING SHALL IN NO WAY VOID THE GUTTER SYSTEM WARRANTY AND GUARANTEE.
K. CONFIRM LOCATIONS OF LIGHTNING PROTECTION SYSTEM COMPONENTS. ANY
REMOVAL / REPLACEMENT OF LIGHTING SYSTEM COMPONENTS REQUIRED TO
COMPLETE THE WORK OF THIS CONTRACT MUST BE COMPLETED BY CONTRACTOR
ISSUING THE UL CERTIFICATION OF THE LIGHTNING PROTECTION SYSTEM.
L. EXISTING STORAGE BUILDINGS TO REMAIN. EXISTING STORAGE BUILDING DOORS,
FRAMES, AND HARDWARE TO REMAIN EXCEPT AS SPECIFICALLY NOTED. CLEAN,
REPAIR, AND PAINT. REPLACE EXISTING STORAGE BUILDING DOOR HARDWARE.
M. CLEAN, PATCH, AND RE-COAT ALL EXISTING STUCCO. REPAIR AS REQ'D.
EXTERIOR COLORED SURFACES:
N. COLOR SHALL MATCH EXISTING. SUBMIT SAMPLES INCLUDING BOTH:
A FABRICATED PORTION OF UNIT OF WORK AND COLOR SAMPLES TO
OWNER/ARCHITECT.
KEY NOTES FOR NEW WORKS ON EXTERIOR
1. REPAIR WINDOW SILL
2. REPAIR BRICK VENEER AT WINDOW LINTEL
3. TUCK-POINT ON BRICK VENEER OR LIMESTONE PANEL
4. REPAIR CONC. SLAB EDGE AT BALCONY
5. REPAIR EXPOSED CONC. COLUMN REBAR. SEE 8/S-501 FOR DETAIL.
6. REPAIR / SECURE LOOSE RAILING
SEE GENERAL NOTES ON A200 SERIES SHEETS FOR DETAILS OF REPAIR.
1 S.F.
3 S.F.
REPLACE GUARDRAIL AND MATCH WITH EXISTING
4 4
REPLACE WINDOW
LINTEL. SEE 9/S-501
FOR DETAILS
6 6
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8-13-2019
NEW WINDOWS,
TYP. SEE SHEET
A-611 FOR
WINDOW TYPES
NEW LOUVER, TYP. REFER TO
MECHANICAL DRAWINGS
4TH FLOOR WINDOWS AT
TOWER BY OTHERS, TYP.
PATCH AND REPAIR MASONRY AT STAIR
PENHOUSE PER SPEC SECTION 04 01 20.70
EXISTING BRICK TYP.NEW DOORS, SEE
DOOR SCHEDULE ON
SHEET, A-600 THROUGH
A-610
EXISTING BRICK TYP.INFILL AND BRICK UP WHERE
VENT REMOVED, TYP. SEE
SPEC SECTION 04 01 20.70
EL: +38'-9" (V.I.F.)
T/ FOURTH FLOOR
EXISTING BRICK TYP.NEW DOORS, SEE
DOOR SCHEDULE ON
SHEET, A-600 THROUGH
A-610
4TH FLOOR
WINDOWS BY
OTHERS, AT
TOWER TYP.
EL: +26'-3" (V.I.F.)
EL: +13'-9" (V.I.F.)
EL: +0'-0"
T/ THIRD FLOOR
T/ SECOND FLOOR
T/ FIRST FLOOR
EL: +56'-3" (V.I.F.)
T/ ROOF SLAB
NEW LOUVERS, TYP.
REFER TO MECHANICAL
DRAWINGS
INFILL AND BRICK UP WHERE
VENT REMOVED, TYP. SEE
SPEC SECTION 04 01 20.70
PATCH AND REPAIR MASONRY AT
STAIR PENHOUSE PER SPEC
SECTION 04 01 20.70
NEW WINDOWS,
TYP. SEE SHEET
A-611 FOR
WINDOW TYPES
ELEVATION - EDWARDS STREET
SCALE: 1/8" = 1'-0"1
A-202
A R
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W G
ELEVATION - VIBBERT STREET
SCALE: 1/8" = 1'-0"2
A N
S I D
C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E
D A
T E
M A
Y
SHEET ID
ISSUED FOR CONSTRUCTION
F
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A M
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B
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F
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2 3 4 5 6 7 8 9 10
S O
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IC
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S
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D B
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A
M A
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S
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S U
B M
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T
E D
B Y
D A
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C O
N T
R A
C T
N O
US Army Corps of Engineers
C A
T E
G O
R Y
C O
D E
U .S
A
R M
Y C
O R
P S
O F
E N
G
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S A
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G A
GENERAL NOTES:
A. PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD-VERIFY AND DOCUMENT
EXISTING SIZE, DIMENSIONS, CONFIGURATION, STYLE, COLOR, PROFILE AND
FENESTRATION DETAILING OF EACH INDIVIDUAL EXTERIOR WINDOW TO BE
REPLACED. PROVIDE NEW WINDOWS TO MATCH THESE CHARACTERISTICS AND
MAINTAIN THE HISTORICAL INTEGRITY OF THE EXISTING BUILDING. NEW WINDOWS
SHALL ALSO CONFORM TO THE REQUIREMENTS LISTED BELOW AND IN THE
SPECIFICATIONS AND TO MATCH NEW FOURTH FLOOR TOWER WINDOWS PROVIDED
BY OTHER.
B. NEW EXTERIOR WINDOWS SHALL BE ASSEMBLIES COMPRISED OF PREFINISHED
ALUMINUM FRAMES WITH INSULATING LOW-E GLASS. GLAZING SHALL CONSIST OF
TWO (2) 1/8" LAMINATED ANNEALED GLASS PANELS WITH PVB 0.030" INTERLAYER
AT INTERIOR SIDE, 1/2" AIR SPACE, AND 1/4" ANNEALED GLASS PANEL AT THE
EXTERIOR SIDE. EACH OPENING IS TAGGED WITH WINDOW TYPE ON PLANS. SEE
A-611 FOR LISTING OF ALL WINDOW TYPES. SEE PLANS AND WINDOW TYPES FOR
LOCATIONS WHERE SPANDREL GLASS PANELS OR INSULATED OPAQUE PANELS
ARE REQUIRED INSTEAD OF STANDARD GLAZING.
C. NEW EXTERIOR WINDOWS SHALL MEET UFC-4-010-01 DOD MINIMUM
ANTI-TERRORISM STANDARDS FOR BUILDINGS.
D. INFILL AND BRICK UP OPENINGS LEFT BY REMOVAL OF VENTS TO MATCH
ADJACENT CONSTRUCTION. SEE SPEC SECTION 04 01 20.70
E. PATCH AND PAINT EXISTING STUCCO EXTERIOR WALL FINISH AT LOCATIONS AS
INDICATED. REPAIR AS REQ'D. SEE SPEC 09 90 00
F. REPAIR MASONRY WALL DAMAGE, CRACKING, AND SPALLING AS REQ'D. CLEAN,
PATCH, REPAIR, AND RE-TUCKPOINT EXISTING BRICK AND STONE TRIM AT
LOCATIONS AS INDICATED. APPLY CLEAR ANTI-GRAFFITI COATING. SEE SPEC
SECTION 04 01 20.70
G. ALL EXTERIOR PAINTED SURFACES TO HAVE EXISTING PAINT CLEANED AND ALL
LOOSE PAINT REMOVED, THE SURFACE PREPARED AND A NEW PAINT SYSTEM
APPLIED. THIS INCLUDES, BUT IS NOT LIMITED TO, CURRENTLY PAINTED STUCCO,
PAINTED CONCRETE, WOOD TRIM, STORAGE BUILDINGS AND THEIR DOORS.
REMOVE SIGNS AND ANY OTHER ITEMS OBSTRUCTING ACCESS TO THE ENTIRE
PAINTED SURFACE AND REINSTALL AT THE COMPLETION OF WORK. STRIP AND
CLEAN ALL HANDRAILS AND PREPARE FOR REPAINTING, HANDRAILS ARE
SUSPECTED TO HAVE LEAD BASED PAINT.
H. CLAY TILE ROOF BY OTHER. ROOF WORK REQUIRED FOR ALL PENETRATIONS
THROUGH THE ROOF REQUIRED BY THIS CONTRACT ARE THE RESPONSIBILITY OF
THIS CONTRACT. ROOF WORK COMPLETED UNDER THIS CONTRACT SHALL IN NO
WAY VOID THE ROOF WARRANTY AND GUARANTY. SEE DETAILS ON SHEET A503
I. COOPER GUTTERS AND DOWNSPOUTS TO RECEPTORS BY OTHER. REMOVAL AND
REPLACEMENT OF GUTTERS AND/OR DOWNSPOUTS REQUIRED TO COMPLETE
PAINTING SHALL IN NO WAY VOID THE GUTTER SYSTEM WARRANTY AND
GUARANTEE.
J. CONFIRM LOCATIONS OF LIGHTNING PROTECTION SYSTEM COMPONENTS. ANY
REMOVAL / REPLACEMENT OF LIGHTING SYSTEM COMPONENTS REQUIRED TO
COMPLETE THE WORK OF THIS CONTRACT MUST BE COMPLETED BY CONTRACTOR
ISSUING THE UL CERTIFICATION OF THE LIGHTNING PROTECTION SYSTEM.
K. CLEAN, PATCH, AND RE-COAT EXISTING STUCCO. REPAIR AS REQ'D.
EXTERIOR COLORED SURFACES:
L. COLOR SHALL MATCH EXISTING. SUBMIT SAMPLES INCLUDING BOTH:
A FABRICATED PORTION OF UNIT OF WORK AND COLOR SAMPLES TO
OWNER/ARCHITECT.
KEY NOTES FOR NEW WORKS ON EXTERIOR
1. REPAIR WINDOW SILL
2. REPAIR BRICK VENEER AT WINDOW LINTEL
3. TUCK-POINT ON BRICK VENEER OR LIMESTONE PANEL
SEE GENERAL NOTES ON A200 SERIES SHEETS FOR DETAILS OF REPAIR.
20 L.F.
30 L.F.
20 L.F.
REPAIR/PATCH BRICK VENEER
AROUND WINDOW (6) HOLES
REPAIR/PATCH CONDUIT HOLE
ON BRICK VENEER
20 L.F.
30 L.F.
20 L.F.
1 1
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EL: +0'-0"
EXISTING GAS
METER &
CABINET
EL: +56'-3"
(V.I.F.)
T/ ROOF SLAB
EL: +38'-9"
(V.I.F.)
T/ 4th FLOOR
EL: +26'-3"
(V.I.F.)
T/ 3rd FLOOR
EL: +13'-9"
(V.I.F.)
T/ 2nd FLOOR
T/ 1st FLOOR
EXISTING BRICK TYP EXISTING STUCCO TYPNEW WINDOWS, TYP.
4TH FLOOR TOWER WINDOWS BY OTHERS - TYP.
WINDOWS AND DOOR IN PENTHOUSE BY OTHER. PROVIDE
CAULK AT PENTHOUSE WINDOWS INSIDE AND OUT.
NEW LOUVER, TYP. REFER TO
MECHANICAL DRAWINGS
NEW INSULATED PANEL,
TYP.
EXISTING STUCCO TYP.
WINDOWS AND DOOR IN PENTHOUSE BY OTHER. PROVIDE
CAULK AT PENTHOUSE WINDOWS INSIDE AND OUT.
4TH FLOOR TOWER WINDOWS BY OTHERS - TYP.
NEW LOUVER, TYP. REFER TO
MECHANICAL DRAWINGS
EXISTING BRICK TYP. NEW WINDOWS,
TYP.
NEW INSULATED
PANEL, TYP.
REPAIR & TURCKPOINT BRICK VENEER
4 S.F.
BALCONY ELEVATION
SCALE: 1/8" = 1'-0"1
A-203
A R
C H
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A -2
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W G
BALCONY ELEVATION
SCALE: 1/8" = 1'-0"2
GENERAL NOTES:
A. PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD-VERIFY AND DOCUMENT EXISTING
SIZE, DIMENSIONS, CONFIGURATION, STYLE, COLOR, PROFILE AND FENESTRATION
DETAILING OF EACH INDIVIDUAL EXTERIOR WINDOW TO BE REPLACED. PROVIDE NEW
WINDOWS TO MATCH THESE CHARACTERISTICS AND MAINTAIN THE HISTORICAL
INTEGRITY OF THE EXISTING BUILDING. NEW WINDOWS SHALL ALSO CONFORM TO THE
REQUIREMENTS LISTED BELOW AND IN THE SPECIFICATIONS AND TO MATCH NEW
FOURTH FLOOR TOWER WINDOWS PROVIDED BY OTHER.
B. NEW EXTERIOR WINDOWS SHALL ASSEMBLIES COMPRISED OF PREFINISHED
ALUMINUM FRAMES WITH INSULATING LOW-E GLASS. GLAZING SHALL CONSIST OF
TWO (2) 1/8" LAMINATED ANNEALED GLASS PANELS WITH PVB 0.030" INTERLAYER AT
INTERIOR SIDE, 1/2" AIR SPACE, AND 1/4" ANNEALED GLASS.
C. PANEL AT THE EXTERIOR SIDE. EACH OPENING IS TAGGED WITH WINDOW TYPE ON
PLANS. SEE A-611 FOR LISTING OF ALL WINDOW TYPES. SEE PLANS AND WINDOW
TYPES FOR LOCATIONS WHERE SPANDREL GLASS PANELS OR INSULATED OPAQUE
PANELS ARE REQUIRED INSTEAD OF STANDARD GLAZING.
D. NEW EXTERIOR WINDOWS SHALL MEET UFC-4-010-01 DOD MINIMUM ANTI-TERRORISM
STANDARDS FOR BUILDINGS.
E. INFILL AND BRICK UP OPENINGS LEFT BY REMOVAL OF VENTS TO MATCH ADJACENT
CONSTRUCTION.
F. PATCH AND PAINT EXISTING STUCCO EXTERIOR WALL FINISH AT LOCATIONS AS
INDICATED. REPAIR EXISTING STUCCO AS REQ'D. SEE SPEC SECTION 09 09 00.
G. REPAIR MASONRY WALL DAMAGE, CRACKING, AND SPALLING AS REQ'D. CLEAN,
PATCH, REPAIR, AND RE-TUCKPOINT EXISTING BRICK AND STONE TRIM AT LOCATIONS
AS INDICATED. APPLY CLEAR ANTI-GRAFFITI COATING. SEE SPEC SECTION 04 01 20 70.
H. ALL EXTERIOR PAINTED SURFACES TO HAVE EXISTING PAINT CLEANED AND ALL LOOSE
PAINT REMOVED, THE SURFACE PREPARED AND A NEW PAINT SYSTEM APPLIED. THIS
INCLUDES, BUT IS NOT LIMITED TO, CURRENTLY PAINTED STUCCO, PAINTED
CONCRETE, WOOD TRIM, STORAGE BUILDINGS AND THEIR DOORS. REMOVE SIGNS
AND ANY OTHER ITEMS OBSTRUCTING ACCESS TO THE ENTIRE PAINTED SURFACE AND
REINSTALL AT THE COMPLETION OF WORK. STRIP AND CLEAN ALL HANDRAILS AND
PREPARE FOR REPAINTING, HANDRAILS ARE SUSPECTED TO HAVE LEAD BASED PAINT.
I. CLAY TILE ROOF BY OTHER. ROOF WORK REQUIRED FOR ALL PENETRATIONS
THROUGH THE ROOF REQUIRED BY THIS CONTRACT ARE THE RESPONSIBILITY OF THIS
CONTRACT. ROOF WORK COMPLETED UNDER THIS CONTRACT SHALL IN NO WAY VOID
THE ROOF WARRANTY AND GUARANTY.
J. COOPER GUTTERS AND DOWNSPOUTS TO RECEPTORS BY OTHER. REMOVAL AND
REPLACEMENT OF GUTTERS AND/OR DOWNSPOUTS REQUIRED TO COMPLETE
PAINTING SHALL IN NO WAY VOID THE GUTTER SYSTEM WARRANTY AND GUARANTEE.
K. CONFIRM LOCATIONS OF LIGHTNING PROTECTION SYSTEM COMPONENTS. ANY
REMOVAL / REPLACEMENT OF LIGHTING SYSTEM COMPONENTS REQUIRED TO
COMPLETE THE WORK OF THIS CONTRACT MUST BE COMPLETED BY CONTRACTOR
ISSUING THE UL CERTIFICATION OF THE LIGHTNING PROTECTION SYSTEM.
L. EXISTING STORAGE BUILDINGS TO REMAIN. EXISTING STORAGE BUILDING DOORS,
FRAMES, AND HARDWARE TO REMAIN. CLEAN, REPAIR, AND PAINT.
M. CLEAN, PATCH, AND RE-COAT ALL EXISTING STUCCO. REPAIR AS REQ'D.
EXTERIOR COLORED SURFACES:
N. COLOR SHALL MATCH EXISTING. SUBMIT SAMPLES INCLUDING BOTH:
A FABRICATED PORTION OF UNIT OF WORK AND COLOR SAMPLES TO
OWNER/ARCHITECT.
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TYPE 2: 1/2 HOUR RATED PARTITION (UL U407)
TYPE 2A: 1-HOUR RATED PARTITION (UL-465)
2 HR RATED TOILET ROOM CHASE WALLS
NOTES APPLICABLE TO BOTH SIDE OF CHASE
ACOUSTICAL SEALANT
CONCRETE SLAB
ACOUSTICAL SEALANT
FIRE RATED CAULKING,
EA. SIDE
(1) LAYER 5/8" TYPE-X
GYPSUM BOARD
CONTINUOUS SEALANT
AT PERIMETER OF WALL,
TOP AND BOTTOM,
EACH SIDE.
(1) LAYER 5/8" TYPE-X
GYPSUM BOARD
3-5/8" METAL STUDS, 20
GAGE AT 16" O.C.
ANCHOR RUNNER TO
UNDERSIDE
OF STRUCTURE ABOVE,
SLIP-FIT CONNECTION
CONTINUOUS SEALANT AT
PERIMETER OF WALL, TOP
AND BOTTOM, EACH SIDE.
B/STRUCTURAL DECK
CONTINUOUS STUD RUNNER
ANCHORED TO FLOOR SLAB
(TYP.) SET IN SEALANT
CERAMIC TILE BASE - SEE
ROOM FINISH SCHEDULE
CERAMIC TILE FLOOR - SEE
ROOM FINISH SCHEDULE.
CERAMIC WALL TILE - SEE
FINISH SCHEDULES. REFER
TO ELEV. FOR HEIGHT
ANCHOR RUNNER TO
UNDERSIDE OF
STRUCTURE ABOVE,
SLIP-FIT CONNECTION
TERMINATE GYP. BD. 6"
ABOVE FINISH CEILING,
EA. SIDE
(1) LAYER 5/8" TYPE-X
GYPSUM BOARD, EACH
SIDE
3-1/2" SOUND
ATTENUATION BATTS
FINISH FLOOR - SEE
ROOM FINISH
SCHEDULE.
SOUND BATTS
ANCHOR RUNNER TO
UNDERSIDE OF STRUCTURE
ABOVE, SLIP-FIT CONNECTION
CONTINUOUS SEALANT AT
PERIMETER OF WALL, TOP AND
BOTTOM, EACH SIDE.
3-5/8" METAL STUDS, 20
GAGE AT 24" O.C.
(1) LAYER 5/8" TYPE-X
GYPSUM BOARD, EACH
SIDE
3-5/8" METAL STUDS, 20
GAGE AT 16" O.C.
TYPE 4A: 6" MTL. STUD
CEMENTITIOUS BACKER
BOARD
CERAMIC WALL TILE (EACH
SIDE) - SEE FINISH
SCHEDULES. REFER TO
ELEV. FOR HEIGHT
SOUND BATTS
FINISH CEILING (MOISTURE
RESISTANT) - SEE ROOM
FINISH SCHEDULE FOR
MATERIAL AND HEIGHT
ABOVE FINISH FLOOR
ANCHOR RUNNER TO
UNDERSIDE OF
STRUCTURE ABOVE,
SLIP-FIT CONNECTION
ANCHOR RUNNER TO
UNDERSIDE OF
STRUCTURE ABOVE,
SLIP-FIT CONNECTION
SOUND BATTS
CERAMIC WALL TILE.
SEE FINISH SCHEDULES
REFER TO ELEV. FOR
HEIGHT
3-5/8" METAL STUDS, 20
GAGE AT 16" O.C.
CONTINUOUS STEEL
J-RUNNER ANCHORED
TO FLOOR SLAB
ANCHOR STEEL
J-RUNNER TO
UNDERSIDE OF
STRUCTURE ABOVE
ANCHOR RUNNER TO
UNDERSIDE
OF STRUCTURE ABOVE,
SLIP-FIT CONNECTION
CONTINUOUS SEALANT AT
PERIMETER OF WALL, TOP AND
BOTTOM, EACH SIDE.
3-5/8" METAL STUDS, 20
GAGE AT 24" O.C.
6" METAL STUDS @ TYPE 1B
HIGH DENSITY BATT
INSULATION, R-21 MIN.
6" COLD FORMED METAL
STUDS, 16-GA
CONTINUOUS STUD RUNNER
ANCHORED TO FLOOR SLAB
(TYP.) SET IN SEALANT
NOTE:
COORDINATE
ALL DUCT,
PIPE,
CONDUIT AND
CABLE TRAY
PENETRATIONS
AND APPLY
ACOUSTICAL
SEALANT.
B/STRUCTURAL
DECK
NOTES:
1. COORDINATE ALL DUCT, PIPE, CONDUIT
& CABLE TRAY PENETRATIONS & APPLY
ACOUSTICAL SEALANT.
2. FOR TYPE 2A PARTITIONS: PROVIDE
FIRE-STOPPING & SEALANT FOR 1-HR FIRE
RESISTIVITY USING U.L. CLASS.
ASSEMBLIES
CONTINUOUS STUD RUNNER
ANCHORED TO FLOOR SLAB
(TYP.) SET IN SEALANT
FIRE RATED CAULKING
FOR 2A. EA. SIDE
FINISH FLOOR - SEE
ROOM FINISH SCHEDULE.
FINISH CEILING - SEE
ROOM FINISH
SCHEDULE FOR
MATERIAL AND HEIGHT
ABOVE FINISH FLOOR
WALL BASE - SEE
ROOM FINISH
SCHEDULE
8"
3-1/2" SOUND ATTENUATION
FIRE BATTS
WALL BASE - SEE ROOM
FINISH SCHEDULE
B/STRUCTURAL
DECK
TERMINATE GYPSUM
BD. 6" ABOVE FINISH
CEILING
(1) LAYER 5/8" TYPE-X
GYP. BD.
3-1/2" SOUND ATTENUATION
FIRE BATTS
CONTINUOUS STUD RUNNER
ANCHORED TO FLOOR SLAB
(TYP.) SET IN SEALANT
CERAMIC TILE BASE - SEE
ROOM FINISH SCHEDULE
CERAMIC TILE FLOOR - SEE
ROOM FINISH SCHEDULE.
VARIES
3-1/2" SOUND ATTENUATION
FIRE BATTS
CONTINUOUS STUD RUNNER
ANCHORED TO FLOOR SLAB
(TYP.) SET IN SEALANT
CERAMIC TILE BASE - SEE
ROOM FINISH SCHEDULE
CERAMIC TILE FLOOR - SEE
ROOM FINISH SCHEDULE.
(1) LAYER CEMENTITIOUS
BACKER BOARD, EA. SIDE
OF CHASE
NOTE:
COORDINATE ALL DUCT, PIPE, CONDUIT
AND CABLE TRAY PENETRATIONS AND
APPLY ACOUSTICAL SEALANT.
FINISH CEILING (MOISTURE
RESISTANT) - SEE ROOM FINISH
SCHEDULE FOR MATERIAL AND
HEIGHT ABOVE FINISH FLOOR
B/STRUCTURAL
DECK
FINISH CEILING - SEE ROOM
FINISH SCHEDULE FOR
MATERIAL AND HEIGHT ABOVE
FINISH FLOOR
5 1/4"
WALL BASE - SEE ROOM
FINISH SCHEDULE
FINISH FLOOR - SEE ROOM
FINISH SCHEDULE.
1" GYPSUM LINER PANEL
4" C-H STEEL STUDS
20-GA (400CH-34) AT 24"
O.C. RUN HORIZONTALLY
AND ATTACH TO
VERTICAL J-RUNNERS,
20-GA
3-1/2" SOUND ATTENUATION
FIRE BATTS
B/STRUCTURAL
DECK
8" @ TYPE 1 & 1A - @ TYPE 1B 8 1/2"
1-HR FIRE-RATED SHAFT WALL (UL U415)
TYPE 1: 1/2 HOUR RATING STC-50 (UL U407)
3-1/2" SOUND
ATTENUATION FIRE BATTS
CONTINUOUS STUD RUNNER
ANCHORED TO FLOOR SLAB
(TYP.) SET IN SEALANT
WALL BASE - SEE ROOM
FINISH SCHEDULE
FINISH FLOOR - SEE ROOM
FINISH SCHEDULE.
NOTE
(FOR TYPE #8, 9):
1. COORDINATE ALL
DUCT, PIPE, CONDUIT
& CABLE TRAY
PENETRATIONS &
APPLY U.L. CLASS
FIRE-STOPPING
ASSEMBLY.
FINISH CEILING - SEE ROOM
FINISH SCHEDULE FOR
MATERIAL AND HEIGHT
ABOVE FINISH FLOOR
EXISTING WALL ASSEMBLY
CONTINUOUS STUD RUNNER
ANCHORED TO STRUCTURE PER
STRUCTURAL DRAWINGS
WALL BASE - SEE ROOM
FINISH SCHEDULE
FINISH FLOOR - SEE ROOM
FINISH SCHEDULE.
6 5/8"
B/STRUCTURAL
DECK
B/STRUCTURAL
DECK
FINISH CEILING - SEE ROOM
FINISH SCHEDULE FOR
MATERIAL AND HEIGHT
ABOVE FINISH FLOOR
FINISH CEILING - SEE ROOM
FINISH SCHEDULE FOR
MATERIAL AND HEIGHT
ABOVE FINISH FLOOR
1-HOUR RATED PARTITION (UL-465)
ADJACENT TO WET AREA
FINISH CEILING (MOISTURE
RESISTANT) - SEE ROOM
FINISH SCHEDULE FOR
MATERIAL AND HEIGHT
ABOVE FINISH FLOOR
(1) LAYER CEMENTITIOUS
BACKER BOARD
3-1/2" SOUND ATTENUATION
FIRE BATTS
TYPICAL TOILET ROOM PARTITIONS ADJACENT
TO NON-FIRE RATED CORRIDOR
TYPE 4A AT TOILET ROOM WALLS W/ PLUMBING
AIR BARRIER
(2) LAYERS 5/8" TYPE-X GYPSUM
BOARD, EACH SIDE
(1) LAYER 5/8" TYPE-X
GYPSUM BOARD
PERIMETER WALL FURRING
COORD. W/ WINDOW HEIGHT
FURRING AT CONCRETE COLUMNS
SEE DETAIL 7/ A-503 PER PLAN VIEW
NOTE:
COORDINATE ALL DUCT, PIPE,
CONDUIT AND CABLE TRAY
PENETRATIONS AND APPLY
ACOUSTICAL SEALANT.
CERAMIC TILE BASE - SEE
ROOM FINISH SCHEDULE
CERAMIC TILE FLOOR - SEE
ROOM FINISH SCHEDULE.
SAME AS PARTITION 1 JUST ADJACENT TO WET AREA
TYPE 3A AT PLUMBING WALLS
(1) LAYER CEMENTITIOUS
BACKER BOARD
3-5/8" METAL STUDS, 20
GAGE AT 16" O.C.
TYPE 3A: 6" MTL. STUD
NOTE - PROVIDE ABUSE
RESISTANT GYPSUM BOARD
AT ALL CORRIDOR WALLS.
TYPICAL FOR ALL WALL
TYPES.
TYPE 1A: 1 HOUR RATING STC-50 (UL U404)
(1) LAYER 5/8" TYPE-X
GYPSUM BOARD
7/8" HAT CHANNEL FURRING
FINISH CEILING - SEE ROOM
FINISH SCHEDULE FOR
MATERIAL AND HEIGHT
ABOVE FINISH FLOOR
EXISTING CONCRETE
COLUMN OR MASONRY WALL
WALL BASE - SEE ROOM
FINISH SCHEDULE
FINISH FLOOR - SEE ROOM
FINISH SCHEDULE.
B/STRUCTURAL
DECK
TYPE 1B: 1 HOUR RATING STC-50 (UL U404), 6" STUDS
8"
8" @ TYPE 3 - @ TYPE 3A 8 1/2"
8" @ TYPE 4 - @ TYPE 4A 7 1/4"
2"
2"
WET SIDE
ANCHOR RUNNER TO
UNDERSIDE
OF STRUCTURE ABOVE,
SLIP-FIT CONNECTION
A-303
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E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
E Q
4 22
10 11 12
2 12 4 15
124157
12 11
10 3 2
3 2
3 2
231117
E Q
E Q
E Q
E Q
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3 21157 2
2 18 17 1110
922 18
3 10 2 17
24232
8 8 8
1 27
26 26
H.C. WATER
CLOSET
FINISH
FLOOR
STD. WATER
CLOSET
WALL MTD.
LAVATORY
MIRROR
CENTERED
AT LAV.
H.C. GRAB
BAR
M A
X
M A
X
" 4
M A
X
"M
IN
FULL
LENGTH
MIRROR
SEAT
DISPENSER
UNIT
M A
X
NAPKIN /
TAMPON
DISPENSER
SOAP
DISPENSER
PAPER
TOWEL
DISPENSER
TOILET
TISSUE
DISPENSER /
COMBINATION
UNIT
COAT
HOOK /
TOWEL
PIN
M A
X
PROVIDE POR-3 ON SIDE WALLS ON SHOWER COMPARTMENT UP TO FINISHED CEILING.
WALL BASE POR-2.
PROVIDE POR-3 ON WALLS UP TO AND ELEVATION OF 4'-6" AFF., TYP.
FIELD FABRICATED SHOWER CURB. SEE CURB DETAILS.
SHOWER CURTAIN ROD, A-6.
ROBE/COAT HOOK, A-4.
NEW DOOR. REFERENCE DOOR AND FRAME SCHEDULE.
NEW OR EXISTING PARTITION WALL CONSTRUCTION WITH PAINTED FINISH. SEE ROOM
FINISH SCHEDULE.
SURFACE MOUNTED LAVATORY MIRROR, A-5.
WALL HUNG LAVATORY. SEE PLUMBING DRAWINGS.
WALL MOUNTED TOILET PAPER HOLDER, A-3.
STANDARD HEIGHT FLOOR MOUNTED WATER CLOSET. SEE PLUMBING DRAWINGS.
NEW SHOWER SYSTEM. SEE PLUMBING DRAWINGS.
WALL MOUNTED TOWEL BAR, A-1.
24"X12" ACCESS PANEL. PAINT TO MATCH ADJACENT WALL.
1" PARTICLE BOARD SHELF WITH PLASTIC LAMINATE FINISH, PL-1, ON ALL EXPOSED
SURFACES AND EDGES. PROVIDE (4) EQUALLY SPACED SHELVES.
ACCESSIBLE HEIGHT FLOOR MOUNTED WATER CLOSET. SEE PLUMBING DRAWINGS.
36" STAINLESS STEEL GRAB BAR, A-12.
42" STAINLESS STEEL GRAB BAR, A-11.
24" STAINLESS STEEL GRAB BAR, A-13.
FOLDING SHOWER SEAT, A-14.
SURFACE MOUNTED SOAP DISPENSER, A-10.
SURFACE MOUNTED DUAL ROLL TOILET PAPER DISPENSER, A-8.
SURFACE MOUNT SANITARY NAPKIN DISPOSAL, A-9.
SEMI-RECESSED PAPER TOWEL DISPENSER/WASTE RECEPTACLE, A-7.
PROVIDE POR-6 AT INTERFACE OF POR-3 AND PAINTED GYPSUM BOARD WALLS.
PROVIDE POR-5 ON BACK WALL OF SHOWER COMPARTMENT UP TO CEILING.
KEY NOTES
A-413
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RESTROOM EQUIPMENT SCHEDULE
KEY
NO.
NAME DESCRIPTION MANUFACTURER MODEL TYPE NOTES
A-1 Towel Bar Wall mounted double towel bar American Standard American Standard 7353.224 Polished Chrome (002)
NOTE: All other finishes at restrooms shall be stainless Steel.
Mount 60" AFF
A-2 Towel Ring Wall mounted towel ring American Standard American Standard 7353.190 Polished Chrome (002) Mount 60" AFF
A-3 Toilet Paper Holder Pivoting toilet paper holder American Standard American Standard 7353.230 Polished Chrome (002) Mount 19" AFF
A-4 Robe Hook Wall mounted robe hook American Standard American Standard 7352.210 Polished Chrome (002) STD - Mount 60" AFF
ADA - Mount 46" AFF
A-5 Lavatory Mirror Mirror Kohler Claret Suede 19.5" W x 34.5" H
A-6 Shower Curtain Rod Exposed Mounting 1 1/4" OD/ 36"L Bradley 9539-036 SS Mount 84" AFF
Recessed Paper Towel Dispenser/ Waste
Receptacle W/ TowelMate and Liner Mate Bobrick
Bobrick B-4369 Contura
Series
Satin-finish SS (Stainless
Steel) or equal A-7
Paper Towel Dispensor/Waste
Receptacle
Mount 48" AFF Max to
PT Dispenser
A-8 Toilet Tissue Dispenser Surface mounted Multi Roll Toilet Tissue
Dispenser Bobrick Bobrick B4288 Contura
Series Satin-finish SS or equal Mount 15" AFF to bottom of fixture
A-9 Sanitary Napkin Disposal Disposal Bobrick Satin-finish SS or equalBobrick B270 Contura Series Mount 15" AFF to bottom of fixture
A-10 Soap Dispenser Recessed Soap Dispenser Bobrick Bobrick B-306 Trimline Series
Soap Dispenser
Satin-finish SS (Stainless
Steel) or equal
A-11 Grab Bar 42" Satin Finish Bobrick B-6806 Series x42 SS Mount 35" AFF (TYP)
A-12 Grab Bar 36" Satin Finish Bobrick B-6806 Series x36 SS Mount 35" AFF (TYP)
A-13 Grab Bar 24"
Satin Finish Bobrick B-6806 Series x24 SS Mount 35" AFF (Horz)
Mount 40" AFF (Vert)
A-14 Folding Shower Seat Solid Phenolic Shower Seat Bobrick Bobrick B-5193
SS
Mount 18" AFF
K-99664-1WB
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
ELEVATION
TYPICAL TOILET ROOM MOUNTING HEIGHTS
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TYPE BTYPE A
3'-0"
3'-0"
WOOD DOOR
KICKPLATE, AS
SCHEDULED
HOLLOW
METAL
DOOR
KICKPLATE,
AS
SCHEDULED
TYPE C
6'-0"
HOLLOW
METAL
DOOR
KICKPLATE,
AS
SCHEDULED
TYPE D
V
IF
3'-4" VIF
ALUMINUM FRAME
STOREFRONT DOOR
SYSTEM W/ HM DOOR
GLAZING W/
APPLIED GRID
V
IF
3'-6" VIF
TYPE E
V
IF
6'-0" VIF
ALUMINUM FRAME
STOREFRONT DOOR
SYSTEM W/ HM DOOR
KICKPLATE,
AS
SCHEDULED
TYPE F
TYPE D1 HM FRAME & FIRE
RATED GLAZING
ALUM FRAME & GLAZING TYPE 1 TYPE 2 TYPE 3
2" 2"
2" 2"
2" 2"
AS SCHEDULEDAS SCHEDULEDAS SCHEDULED
HOLLOW
METAL
DOOR
FRAME
HOLLOW
METAL
DOOR
FRAME
/2
2"
5/8"1/4"
1/2"
/8
COORD. W/
WALL TYPE
CONT. SEALANT, EA SIDE
DOUBLE METAL
STUDS
JAMB ANCHORS
HOLLOW METAL
FRAME
GYPSUM BOARD
PARTITION. REFER TO
FLOOR PLAN FOR
LOCATION
C O
O R
D
W
W A
L L
T Y
P E
GYPSUM BOARD
PARTITION. REFER
TO FLOOR PLAN
FOR LOCATION
DOUBLE METAL
STUDS
CONTINUOUS
SEALANT, EA. SIDE
HOLLOW METAL
DOOR & FRAME,
SEE FLOOR PLAN
CONT. FIRE RATED
/2
2"
5/8"1/4"
1/2"
/8
COORD. W/
WALL TYPE
DOUBLE METAL
STUDS
JAMB ANCHORS
HOLLOW METAL
FRAME
GYPSUM BOARD
PARTITION. REFER TO
FLOOR PLAN FOR
LOCATION
C O
O R
D
W
W A
L L
T Y
P E
GYPSUM BOARD
PARTITION. REFER
TO FLOOR PLAN
FOR LOCATION
DOUBLE METAL
STUDS
CONTINUOUS FIRE
RATED SEALANT, EA.
SIDE
HOLLOW METAL
DOOR & FRAME, SEE
FLOOR PLAN
CONT. FIRE RATED
SEALANT, BOTH SIDES
/2
2"
5/8"1/4"
1/2"
/8
FRAME ANCHOR
(3 PER JAMB)
8" CONCRETE
MASONRY UNIT WALL
CONTINUOUS BACKER ROD
AND SEALANT, EA. SIDE
1/2"
/8
/4
/8
7 5/8"
8" CONCRETE
MASONRY UNIT WALL
SOLID BLOCK, EA.
SIDE
STEEL LINTEL PER
STRUCTURAL
DRAWINGS
CONTINUOUS BACKER
ROD AND SEALANT,
EA. SIDE
HOLLOW METAL FRAME,
GROUTED SOLID
GROUT FRAME SOLID
1 7/16"1 7/16"
CORNER BEAD
AIR BARRIER
EXISTING OPENING - VARIES
REFER TO PLANS & V.I.F.
(1) LAYER 5/8" GYP. BD.
(1) LAYER 5/8" GYP. BD.
INTERIOR
EXTERIOR
EXISTING EXTERIOR
WALL ASSEMBLY
14-GA PLATE, 4" WIDE,
LENGTH VIF, ATTACH w/ (4)
#10 SCREWS TO STUD, 6"
FROM TOP/BOT, REM SPACED
@ 2 FT O/C
"J"-TRIM AND CONTINUOUS
SEALANT
(2) 16-GA 6" STUDS w/
MATCHING 16-GA TRACK
CLOSURE ATTACHED w/ (2)
#10 SCREWS @ 12", REM OF
STUDS AS PER WALL TYPE
TREATED WD. BLOCKING
AS REQUIRED
ALUM. TRANSOM /
DOOR ASSEMBLY
CONCRETE OR
PAVEMENT
EXISTING CONC.
FLOOR SLAB
DOOR & FRAME,
PER SCHEDULE
FINISH FLOOR,
PER SCHEDULED
S.S. THRESHOLD,
WIDTH TO MATCH
DOOR FRAME
CERAMIC TILE
FLOOR, PER
SCHEDULE
EXISTING CONC.
FLOOR SLABVCT OR CARPET,
PER SCHEDULE
36"x5-7/8"x1/2"
MARBLE THRESHOLD
WITH 1/4" (MIN.)
CHAMFERED EDGE
AT EA. SIDE
CLEAR SEALANT
DOOR & FRAME,
PER SCHEDULE
1 7/16"
CORNER BEAD
AIR BARRIER
EXISTING OPENING - VARIES
REFER TO PLANS & V.I.F.
(1) LAYER 5/8" GYP. BD.
(1) LAYER 5/8" GYP. BD.
INTERIOR
EXTERIOR
EXISTING EXTERIOR
WALL ASSEMBLY
"J"-TRIM AND CONTINUOUS
SEALANT
TREATED WD. BLOCKING
AS REQUIRED
ALUM. WINDOW ASSEMBLY
(2) 16-GA 6" STUDS w/
MATCHING 16-GA TRACK
CLOSURE ATTACHED w/ (2)
#10 SCREWS @ 12", REM OF
STUDS AS PER WALL TYPE
14-GA PLATE, 4" WIDE,
LENGTH VIF, ATTACH w/ (4)
#10 SCREWS TO STUD, 6"
FROM TOP/BOT, REM SPACED
@ 2 FT O/C
A-610
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A-605
1 A-605
DOOR TYPES
SCALE : 1/4" = 1'-0"
FRAME TYPES
SCALE : 1/4" = 1'-0"
A-605
SCALE : 3" = 1'-0"
JAMB DETAIL
A-605
SCALE : 3" = 1'-0"
HEAD DETAIL
A-605
SCALE : 3" = 1'-0"
JAMB DETAIL
A-605
SCALE : 3" = 1'-0"
HEAD DETAIL
A-605
SCALE : 3" = 1'-0"
JAMB DETAIL
A-605
SCALE : 3" = 1'-0"
JAMB DETAIL
A-605
SCALE : 3" = 1'-0"
HEAD DETAIL
A-605
SCALE : 3" = 1'-0"
A-605
SCALE : 3" = 1'-0"
DOOR SILL DETAIL
DOOR SILL DETAIL
A-605
SCALE : 3" = 1'-0"
JAMB DETAIL - WINDOW
NOTE
A. PROVIDE FIRE RATED DOORS, FRAMES, AND GLAZING AS INDICATED IN THE DOOR AND FRAME
SCHEDULE. - TYPICAL
B. ALL EXTERIOR OPENINGS TO BE PROVIDED WITH ALUMINUM FRAMES. GLAZING AT EXTERIOR WINDOWS
AND DOORS TO BE INSULATING LOW-E GLASS AND TO CONSIST OF TWO (2) 1/8" LAMINATED ANNEALED
GLASS PANELS WITH PVB INTERLAYER AT INNER SIDE, 1/2" AIR SPACE, AND 1/4" ANNEALED GLASS PANEL
AT THE EXTERIOR SIDE.
C. SEE SHEET A-611 WINDOW TYPES AND PLANS ELEVATIONS FOR LOCATIONS OF SPANDREL GLAZING.
D. SEE SHEET A-611 FOR MUTIN PATTERNS.
E. SEE MECHANICAL, FIRE PROTECTION, AND PLUMBING DRAWINGS FOR LOCATIONS, SIZES, AND DETAILS
OF VENTS AND LOUVERS.
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SYMBOL
DESCRIPTION
FIRE ALARM SYMBOLS AND DETAILS GENERAL NOTES:
1. THE EXISTING BUILDING IS INSTALLED WITH A NEW FIRE ALARM SYSTEM UTILIZING EDWARDS SIGNALING EST3 FAMILY
SYSTEM FOR WING B THRU WING G. CURRENTLY, WING A CONTAINS OLD FIRE ALARM DEVICES THAT WAS MONITORED VIA AN OLD NOTIFIER FIRE ALARM CONTROL PANEL THAT WILL BE DEMOLISHED BY OTHERS. UNLESS OTHERWISE INDICATED, THE EXISTING FIRE ALARM DEVICES ENCOUNTERED IN FIELD ARE NON-FUNCTIONAL AND SHALL BE FULLY DEMOLISHED.
2. PROVIDE FIRE ALARM AND MASS NOTIFICATION DEVICES AS INDICATED ON PLANS. INTEGRATE DEVICES INTO EXISTING BUILDING FIRE ALARM AND MASS NOTIFICATION PANEL. THE MAIN FIRE ALARM AND MASS NOTIFICATION CONTROL PANEL AND FIRE ALARM TRANSMITTER DSC TL300CF IS LOCATED IN WING D FIRST FLOOR FIRE ALARM ROOM, THE SUB FIRE ALARM CONTROL PANELS ARE LOCATED IN WING B FIRST FLOOR STAIRWELL AND WING F FIRST FLOOR STAIRWELL. ALL NEW DEVICES SHALL BE FULLY COMPATIBLE WITH THE EXISTING EDWARDS SIGNALING EST3 FAMILY FIRE ALARM CONTROL
PANEL.
3. PROVIDE A NEW MASS NOTIFICATION RADIO RECEIVER THAT IS FULLY COMPATIBLE WITH THE INSTALLATIONS'S WHELEN GIANT VOICE SYSTEM TO RECEIVE MESSAGES.FIRE NEW FIRE ALARM SYSTEM SHALL BE DESIGNED AND INSTALLED TO CONFORM WITH NFPA 70, NFPA 72, UFC 3-600-01, UFC 4-010-01, AND UFC 4-021-01, AND LOCAL CODE REQUIREMENTS.
4. NEW WORK INCLUDES ADDING FIRE ALARM MANUAL PULL STATIONS, FIRE ALARM SPEAKER/STROBES, MASS NOTIFICATION STROBES, SMOKE DETECTORS, AND LOCAL OPERATOR'S CONSOLE (LOC). COORDINATE INSTALLATION OF THESE DEVICES WITH FIRE ALARM CONTRACTOR INSTALLING AND PROGRAMMING NEW FIRE ALARM CONTROL PANEL (FACP), FOR INTEGRATION AND WARRANTY PURPOSES. PROVIDE SMOKE DETECTORS WITH SOUNDER BASES THAT ARE CAPABLE OF
PRODUCING LOW FREQUENCY 520 HZ SIGNALS WITHIN SLEEPING UNITS.
5. ALL MATERIALS TO BE NEW AND UL OR FM LISTED.
6. ALL WIRING SHALL BE MINIMUM CLASS X.
7. THE INSTALLATION, PROGRAMMING, AND WIRING OF THESE DEVICES IN CONDUIT BACK TO THE FIRE ALARM CONTROL
PANEL AND AUTOMATION CONTROL UNIT IS THE RESPONSIBILITY OF THE FIRE ALARM CONTRACTOR.
8. CONTRACTOR IS EXPECTED, AS A REQUIREMENT OF THEIR QUALIFICATIONS, TO UTILIZE THEIR KNOWLEDGE AND
EXPERIENCE TO ANTICIPATE AND INCLUDE IN THE COST OF ANY WORK THAT MAY BE REQUIRED, BUT IS NOT SPECIFICALLY
EXPRESSED IN THE BID DOCUMENTS.
9. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIAL, TOOLS, EQUIPMENT, SERVICES AND RELATED ACCESSORIES FOR A COMPLETE INSTALLATION OF ALL FIRE ALARM WORK AS INDICATED IN THE CONTRACT DOCUMENTS, INCLUDING THE
DRAWINGS AND SPECIFICATIONS.
10. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, IN A NEAT AND WORKMANLIKE MANNER CONSISTENT WITH RECOGNIZED GOOD PRACTICE. ALL ITEMS SHALL BE U.L. APPROVED AND LISTED & ISO9001 APPROVED
WHERE APPLICABLE.
11. ITEMS OMITTED FROM EITHER THE SPECIFICATIONS OR THE DRAWINGS, BUT SHOWN OR DESCRIBED IN THE OTHER TRADES, AND ALL ITEMS NECESSARY TO MAKE THE FIRE ALARM SYSTEM COMPLETE AND WORKABLE SHALL FORM A PART
OF THE WORK AND BE INCLUDED IN THE BID.
12. ALL REQUIRED CONDUITS AND WIRING ARE NOT PHYSICALLY SHOWN ON CONTRACT DRAWINGS, BUT MAY BE INDICATED ON SCHEDULES, RISER DIAGRAMS, DETAILS, ETC. CONTRACTOR SHALL PROVIDE ALL REQUIRED CONDUITS AND WIRING.
13. FIRE ALARM CIRCUITS SHALL MEET THE SURVIVABILITY REQUIREMENTS OF NFPA 72.
14. CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, COMMUNICATION, SECURITY, AND OTHER TRADES WORK TO VERIFY EXACT SPACE CONDITIONS AND FOR POSSIBLE INTERFERENCE CAUSED BY CONDITIONS IN THE FIELD. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADE TO THE CONTRACTOR BY REASON OF HIS
FAILURE TO HAVE MADE SUCH EXAMINATIONS OR OF ANY ERROR ON HIS PART.
15. UNLESS OTHERWISE INDICATED, ALL MOUNTING ELEVATIONS ARE ABOVE FINISHED FLOOR TO CENTER OF EQUIPMENT.
16. THE PLANS ARE DIAGRAMMATIC ONLY. THE CONTRACTOR SHALL RUN ALL CONDUITS CONCEALED ABOVE CEILINGS, IN
FLOOR SLAB, WALLS OR COLUMNS, EXCEPT IN ELECTRICAL, TELECOMMUNICATION, WAREHOUSE, FIRE PROTECTION RM
AND MECHANICAL ROOMS WHERE CONDUITS CAN RUN EXPOSED.
17. ALL SPARE CONDUITS SHALL BE CAPPED AT EACH END AND INCLUDE A POLYPROPYLENE OR MONOFILAMENT PULLWIRE.
PROVIDE A LABEL ON ALL SPARE CONDUIT IDENTIFYING EACH END.
18. PROVIDE AND INSTALL GROUNDING TYPE EXPANSION FITTINGS OR OTHER APPROVED METHODS TO ALLOW FOR EXPANSION, CONTRACTION, AND DEFLECTION WHERE CONDUITS CROSS EXPANSION JOINTS. DUCT BANK UNDER FLOOR
SHALL UTILIZE WATER TIGHT EXPANSION FITTINGS.
19. FOLLOW MANUFACTURER'S RECOMMENDATION FOR INSTALLATION OF ALL EQUIPMENT.
20. CONTRACTOR SHALL REMOVE ALL TEMPORARY EQUIPMENT, WIRING, CONDUITS, LIGHTING, ETC. AFTER COMPLETION OF
WORK.
21. ALL FIRE ALARM STROBES DEVICES IN THE LINE OF SIGHT SHALL BE SYNCHRONIZED PER NFPA 72.
22. MINIMUM SIZE OF 3/4" RACEWAY SHALL BE PROVIDED, U.O.N.
23. CONTRACTOR SHALL TAP THE SPEAKERS TO PROVIDE THE MINIMUM AUDIBLE AND INTELLIGIBILITY LEVELS. THE FIRE
ALARM SYSTEM SHALL PROVIDE THE MINIMUM LEVELS IN ACCORDANCE WITH UFCS, NFPA 72 AND LOCAL CODES.
CONTRACTOR IS RESPONSIBLE TO ADD ADDITIONAL DEVICES AS REQUIRED TO MEET REQUIRED AUDIBLE AND INTELLIGIBILITY LEVELS. THE CONTRACTOR SHALL PROVIDE THE PROPER WATTAGE, AMPLIFIER AND WIRE SIZING TO MEET THE MINIMUM AUDIBLE AND INTELLIGIBLE LEVELS. AT THEIR OWN RISK THE CONTRACTOR IS PERMITTED TO DEVIATE FROM
THE DESIGN HEREIN SO LONG AS THESE REQUIREMENTS ARE MET
24. PROVIDE CIRCUIT INTEGRITY CABLE FOR ALL EVACUATION TYPE CIRCUITS, THAT ENTER/EXIT A ZONE, FLOOR OR FIRE
WALL.
25. CONTRACTOR SHALL PROVIDE TESTING OF THE FIRE ALARM SYSTEM IN ACCORDANCE WITH APPLICABLE CODES, STANDARDS, LOCAL ORDINANCES HAVING JURISDICTION, ENGINEER AND OWNER. PROVIDE ALL APPROVED EQUIPMENT
FOR TESTING.
26. PRELIMINARY TEST: CONTRACTOR SHALL PERFORM PRE-TESTING PER NFPA 72 AND UFC 3-600-01, IN ACCORDANCE WITH SPECIFICATIONS BEFORE PERFORMING A FINAL TEST IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION, ENGINEER AND/OR CONTRACTING OFFICER OR HIS DESIGNATED REPRESENTATIVE. CONTRACTOR SHALL MODIFY SYSTEM AS REQUIRED AT NO COST TO THE GOVERNMENT IF SYSTEM DOES NOT MEET PERFORMANCE REQUIREMENTS OF SPECIFICATION. CONTRACTOR SHALL RE-TEST AND MODIFY SYSTEM UNTIL IT MEETS PERFORMANCE SPECIFICATIONS.
ONCE THIS IS COMPLETE, CONTRACTOR SHALL PROVIDE WRITTEN CONFIRMATION THAT PRELIMINARY TESTING HAS BEEN PERFORMED AND THAT ALL SYSTEM COMPONENTS ARE COMPLIANT WITH THE APPLICABLE CODE. THIS SHALL INCLUDE PERFORMING ALL AUDIBLE/INTELLIGIBLE TESTING. BEFORE ANY TESTING THE CONTRACTOR SHALL PROVIDE THE
ENGINEER WITH A TEST PLAN.
27. ALL FIRE ALARM WIRING SHALL BE IN CONDUIT PAINTED RED.
28. ALL FIRE ALARM SYSTEM JUNCTION BOX COVERS ARE TO BE RED, WITH "FA" WRITTEN IN 1" HIGH WHITE LETTERS.
29. FIRE ALARM CONTRACTOR SHALL PROVIDE SMOKE DETECTORS ABOVE ALL FIRE ALARM CONTROL PANELS, ANNUNCIATOR
PANELS AND NAC PANELS (ALL PANELS NOT NECESSARILY SHOWN ON DRAWINGS).
30. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
31. CEILING-MOUNTED DEVICES SHALL BE INSTALLED IN CENTER OF TILES WHERE APPLICABLE.
32. CONTRACTOR SHALL COORDINATE WITH ELECTRICIAN TO ENSURE POWER MEETS THE REQUIREMENTS OF 3-520-01. FOR
208Y/120V OR 120/240V SYSTEMS, PROVIDE LOCK-ON BREAKER IN THE SERVICE EQUIPMENT. IF MORE THAN ONE FIRE PROTECTION CIRCUIT IS REQUIRED, PROVIDE A DEDICATED EMERGENCY PANEL (SIZED FOR A MINIMUM OF SIX CIRCUITS)
POWERED FROM THE LOCK-ON BREAKER IN THE SERVICE EQUIPMENT.
33. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN COMPLIANCE WITH NFPA 241 AND USACOE EM385-1-1 IN ACCORDANCE WITH FT. BENNING FIRE PROTECTION SUPPLEMENT. MAINTAIN SMOKE DETECTION DURING CONSTRUCTION UNTIL THE REPLACEMENT SYSTEM IS OPERATIONAL. NOTIFY THE FT. BENNING FIRE DEPARTMENT PRIOR TO IMPAIRMENTS TO THE EXISTING FIRE DETECTION SYSTEM. THERE SHALL BE AN AVAILABLE FIRE ALARM BOX NEAR THE PREMISES, TELEPHONE SERVICE TO THE FT. BENNING FIRE DEPARTMENT.
S C
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FIRE ALARM MOUNTING HEIGHT DETAIL
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08.13.2019
TYPE B
TYPE E
TYPE A
TYPE C
TYPE D
TYPE F TYPE G
TYPE J
TYPE H
1. ALL OUTLETS LOCATED IN GUEST ROOMS SHALL BE LISTED
TAMPER RESISTANT.
2. TELEVISION OUTLETS ARE SHOWN DIAGRAMMATICALLY.
COORDINATE FINAL LOCATION AND MOUNTING HEIGHT OF
TELEVISION OUTLETS WITH ELECTRICAL AND USER PRIOR
TO ROUGH-IN.
3. EACH SLEEPING QUARTERS WILL RUN A SERIES 6 CABLE
BACK TO THEIR PERSPECTIVE TELECOM ROOM USING
AMPLIFIERS AND SPLITTERS AS REQUIRED.
SHEET NOTES
ENLARGED TYPICAL SLEEPING UNITS A,B,C,D & E
T-401
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ENLARGED TYPICAL SLEEPING UNITS F & G
ENLARGED TYPICAL SLEEPING UNITS H & J
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LEVEL 01
LEVEL 02
LEVEL 03
ROOF
SCALE: N.T.S.
TR A236
TR A336TR A342
TR A242
TR A140 TR A135
ONE (1) 6-STRAND SMOF (OS2),
(1) SERIES 11, AND (1) 50-PAIR
COPPER TO EACH TELECOM
ROOM
ONE (1) 6-STRAND SMOF
(OS2), (1) SERIES 11, AND (1)
50-PAIR COPPER TO EACH
TELECOM ROOM
SCALE: N.T.S.
BUILDING SECTION A BUILDING SECTION G
INCOMING 48-STRAND FIBER
FROM SECTION D
(2) SERIES 11 CABLES FOR
CATV FROM SECTION D
SCALE: N.T.S.
300 PAIR VOICE FROM
SECTION D
LEVEL 01
LEVEL 02
LEVEL 03
ROOF
ONE (1) 6-STRAND SMOF (OS2),
(1) SERIES 11, AND (1) 50-PAIR
COPPER TO EACH TELECOM
ROOM
ONE (1) 6-STRAND SMOF
(OS2), (1) SERIES 11, AND (1)
50-PAIR COPPER TO EACH
TELECOM ROOM
INCOMING 48-STRAND FIBER
FROM SECTION D(2) SERIES 11 CABLES FOR
CATV FROM SECTION D
300 PAIR VOICE FROM
SECTION D
TR G242
TR G342 TR G336
TR G236
TR A140TR G135
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8-13-19
| A-201 EXTERIOR ELEVATIONS |
| A-202 EXTERIOR ELEVATIONS |
| A-203 EXTERIOR ELEVATIONS |
| A-303 INTERIOR PARTITIONS |
| A-413 RESTROOM ELEVATIONS |
| A-610 DOOR DETAILS |
| FA001 FIRE ALARM SYMBOLS AND ABBREVIATIONS |
| T-401 ENLARGED TYPICAL SLEEPING UNITS |
| T-601 RISERS |
File details come from the government source that posted it.