W912HN-19-R-3006_SECTION_G_AMD5.PDF

PAINT EXISTING

GUARDRAIL, TYP. SEE

SPEC SECTION 09 90 00

WINDOWS AND DOOR IN PENTHOUSE BY OTHER. PROVIDE

CAULK AT PENTHOUSE WINDOWS INSIDE AND OUT.

EX. STORAGE

BUILDINGS. SEE

SHEETS AD-111 & A-111

FOR SCOPE OF WORK

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

EL: +0'-0"

4TH FLOOR TOWER WINDOWS BY OTHER.

NEW LOUVER, TYP. REFER TO

MECHANICAL DRAWINGS

PATCH AND REPAIR MASONRY AT

STAIR PENHOUSE PER SPEC

SECTION 04 01 20.70

EXISTING BRICK TYP.

NEW WINDOWS,

TYP. SEE SHEET

A-611 FOR

WINDOW TYPES

EXISTING STUCCO TYP.

PAINT EXISTING

GUARDRAIL, TYP.

SEE SPEC SECTION

09 90 00

EX. STORAGE BUILDINGS.

EY. SEE AD-111 AND A-111

FOR SCOPE OF WORK.

WINDOWS AND DOOR IN PENTHOUSE BY OTHER. PROVIDE

CAULK AT PENTHOUSE WINDOWS INSIDE AND OUT.

4TH FLOOR TOWER WINDOWS BY OTHER.

NEW LOUVER, TYP. REFER TO

MECHANICAL DRAWINGS

NEW WINDOWS,

TYP. SEE SHEET

A-611 FOR

WINDOW TYPES

EXISTING BRICK TYP.

WINDOWS AND DOOR IN

PENTHOUSE BY OTHER.

4TH FLOOR TOWER

WINDOWS BY OTHER.

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 STUCCO TYP.

EXISTING BRICK TYP.

BALCONY ELEVATION

SCALE: 1/2" = 1'-0"2

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BALCONY ELEVATION

SCALE: 1/2" = 1'-0"3

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GENERAL NOTES:

END ELEVATION

SCALE: 1/2" = 1'-0"1

1. 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.

2. 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 INCH 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.

3. NEW EXTERIOR WINDOWS SHALL MEET UFC-4-010-01 DOD MINIMUM ANTI-TERRORISM

STANDARDS FOR BUILDINGS.

4. INFILL AND BRICK UP OPENINGS LEFT BY REMOVAL OF VENTS TO MATCH ADJACENT

CONSTRUCTION. SEE SPEC SECTION 04 01 20.70

5. PATCH AND PAINT EXISTING STUCCO EXTERIOR WALL FINISH AT LOCATIONS AS

INDICATED. REPAIR AS REQ'D. SEE SPEC SECTION 09 90 00

6. 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

7. 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.

8. 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 A-503 FOR ROOF

PENETRATION DETAILS.

9. 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.

10. 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.

11. EXISTING STORAGE BUILDINGS TO REMAIN. EXISTING STORAGE BUILDING DOORS,

FRAMES, AND HARDWARE TO REMAIN. CLEAN, REPAIR, AND PAINT. REPLACE

EXISTING STORAGE BUILDING DOOR HARDWARE..

12. CLEAN, PATCH,, AND RE-COAT EXISTING STUCCO. REPAIR AS REQ'D..

EXTERIOR COLORED SURFACES:

13. 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

A. REPAIR WINDOW SILL

B. REPAIR BRICK VENEER AT WINDOW LINTEL

C. REPAIR LIMESTONE TRIM OR BRICK VENEER

D. TUCK-POINT ON BRICK VENEER OR LIMESTONE PANEL

E. REPAIR CONC. SLAB EDGE AT BALCONY

F. REPAIR EXPOSED CONC. COLUMN OR ARCH REBAR. SEE 8/S-501 FOR DETAIL.

G. REPAIR / SECURE LOOSE RAILING

SEE GENERAL NOTES ON A200 SERIES SHEETS FOR DETAILS OF REPAIR.

B

C

REPAIR CRACK AT CONC.

FOUNDATION WALL 2 S.F.

FF

BEHIND EXT.

GUTTER

~25 L.F.

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REPAIR CRACKS ON FACADE

5 S.F.

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8-13-2019

NEW MECH LOUVERS,

TYP. REFER TO

MECHANICAL

DRAWINGS.

PATCH AND REPAIR MASONRY AT

STAIR PENHOUSE PER SPEC

SECTION 04 01 20.70

4TH FLOOR

WINDOW

BY OTHER,

TYP.

NEW WINDOWS,

TYP. SEE SHEET

A-611 FOR WINDOW

TYPES

INFILL AND BRICK UP WHERE

VENT REMOVED, TYP. SEE

SPEC SECTION 04 01 20.70

NEW DOORS, SEE

DOOR SCHEDULE ON

SHEET, A-600 THROUGH

A-610

REPAIR EXISTING

BRICK, TYP. SEE SPEC

SECTION 04 01 20.70

EL: +38'-9" (V.I.F.)

EL: +26'-3" (V.I.F.)

EL: +13'-9" (V.I.F.)

EL: +0'-0"

T/ FOURTH FLOOR

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.

4TH FLOOR

WINDOW

BY OTHER,

TYP.

NEW WINDOWS,

TYP. SEE SHEET

A-611 FOR WINDOW

TYPES

NEW DOORS, SEE

DOOR SCHEDULE ON

SHEET, A-600 THROUGH

A-610

INFILL AND BRICK UP WHERE

VENT REMOVED, TYP. SEE

SPEC SECTION 04 01 20.70

REPAIR EXISTING

BRICK, TYP. SEE SPEC

SECTION 04 01 20.70

PATCH AND REPAIR MASONRY AT

STAIR PENHOUSE PER SPEC

SECTION 04 01 20.70

ELEVATION - EDWARDS STREET

SCALE: 1/8" = 1'-0"1

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ELEVATION - VIBBERT STREET

SCALE: 1/8" = 1'-0"2

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GENERAL NOTES:

1. 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.

2. NEW EXTERIOR WINDOWS SHALL BE COMPRISED OF PREFINISHED

ALUMINUM FRAMES WITH INSULATING LOW-E GLASS. GLAZING SHALL

CONSIST OF TWO (2) 1/8" LAMINATED ANNEALED GLASS PANELS WITH 0.030

INCH PVB 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.

3. NEW EXTERIOR WINDOWS SHALL MEET UFC-4-010-01 DOD MINIMUM

ANTI-TERRORISM STANDARDS FOR BUILDINGS.

4. INFILL AND BRICK UP OPENINGS LEFT BY REMOVAL OF VENTS TO MATCH

ADJACENT CONSTRUCTION. SEE SPEC SECTION 04 01 20.70

5. PATCH AND PAINT EXISTING STUCCO EXTERIOR WALL FINISH AT LOCATIONS

AS INDICATED. REPAIR AS REQ'D. SEE SPEC SECTION 09 90 00

6. 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 SECTIION 04 01 20.70

7. 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.

8. CLAY TILE ROOF BY OTHERS. 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

9. 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.

10. 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.

11. CLEAN, PATCH, AND RE-COAT EXISTING STUCCO. REPAIR AS REQ'D.

EXTERIOR COLORED SURFACES:

12. 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

A. REPAIR WINDOW SILL

B. REPAIR BRICK VENEER AT WINDOW LINTEL

C. REPAIR LIMESTONE TRIM OR BRICK VENEER

D. TUCK-POINT ON BRICK VENEER OR LIMESTONE PANEL

SEE GENERAL NOTES ON A200 SERIES SHEETS FOR DETAILS OF REPAIR.

C

C

D

C B

REPAIR CRACK & DAMAGE ON

CONC. FOUNDATION WALL ON GRADE

REPAIR STUCCO WALL

BEHIND DOWNSPOUT

7 L.F.

B

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EXISTING

STUCCO.

WINDOWS AND DOOR IN PENTHOUSE BY OTHER. PROVIDE

CAULK AT PENTHOUSE WINDOWS INSIDE AND OUT.

EXISTING BRICK.NEW WINDOWS,

TYP.

NEW INSULATED

PANEL. TYP.

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

STUCCO.

NEW WINDOWS, TYP.

WINDOWS AND DOOR IN PENTHOUSE. PROVIDE

CAULK AT PENTHOUSE WINDOWS INSIDE AND OUT.

EXISTING

BRICK.

NEW INSULATED

PANEL. TYP.

BALCONY ELEVATION

SCALE: 1/8" = 1'-0"1

A-203

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BALCONY ELEVATION

SCALE: 1/8" = 1'-0"2

GENERAL NOTES:

1. 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.

2. 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.

3. 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.

4. NEW EXTERIOR WINDOWS SHALL MEET UFC-4-010-01 DOD MINIMUM ANTI-TERRORISM

STANDARDS FOR BUILDINGS.

5. INFILL AND BRICK UP OPENINGS LEFT BY REMOVAL OF VENTS TO MATCH ADJACENT

CONSTRUCTION.

6. PATCH AND PAINT EXISTING STUCCO EXTERIOR WALL FINISH AT LOCATIONS AS

INDICATED. REPAIR AS REQ'D. SEE SPEC SECTION 09 90 00.

7. 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.

8. 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.

9. 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.

10. 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.

11. 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.

12. EXISTING STORAGE BUILDINGS TO REMAIN. EXISTING STORAGE BUILDING DOORS,

FRAMES, AND HARDWARE TO REMAIN. CLEAN, REPAIR, AND PAINT.

13. 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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S E

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A

KEY NOTES FOR NEW WORKS ON EXTERIOR

A. REPAIR BRICK VENEER CRACK AT CONC. BEAM

B. REPAIR EXPOSED CONCRETE COLUMN REBAR. SEE 8/S-501 FOR

DETAIL.

SEE GENERAL NOTES ON A200 SERIES SHEETS FOR DETAILS OF REPAIR.

B

AA

B

V

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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

A R

C H

IT

E

C T

U R

E

IN

T

E R

IO

R

P A

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IO

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W G

A M

B L E

C

P

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C H

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K E

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D R

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IS

S

U E

D A

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SHEET ID

ISSUED FOR CONSTRUCTION

F

IL

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2 3 4 5 6 7 8 9 10

S O

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M A

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IZ

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B Y

D A

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C O

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US Army Corps of Engineers

C A

T E

G O

R Y

C O

D E

D E

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IP

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IO

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IC

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IG

A

N A

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IR

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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

E Q

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

A-413

A R

C H

IT

E

C T

U R

A L

R E

S T

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S

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B L E

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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

A N

S I D

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

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D A

T E

SHEET ID

ISSUED FOR CONSTRUCTION

F

IL

E N

A M

E

B

C

D

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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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N E

D B

Y

A

M A

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S U

B M

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B Y

D A

T E

C O

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R A

C T

N O

US Army Corps of Engineers

C A

T E

G O

R Y

C O

D E

D E

S C

R

IP

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A

N A

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c o m p ro j n o

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O N

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A

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

V

IS

E D

I N

A C

C O

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A N

C E

W

IT

H A

M E

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M E

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/1

/2

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

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 FTYPE D

TYPE D1 HM FRAME & FIRE

RATED GLAZING

ALUM FRAME & GLAZING

TYPE 1 TYPE 2 TYPE 3

2" 2"

2" 2"

2" 2"

6'-0"3'-0" 3'-0"

HOLLOW

METAL

DOOR

FRAME

HOLLOW

METAL

DOOR

FRAME

/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

SEALANT, EA. SIDE

HOLLOW METAL

DOOR & FRAME,

SEE FLOOR PLAN

SPOT GROUT AT JAMB

ANCHORS AND AS

REQUIRED TO ACHIEVE

SPECIFIED FIRE RATING.

SPOT GROUT AT JAMB

/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

SEALANT, EA. SIDE

HOLLOW METAL

DOOR & FRAME, SEE

FLOOR PLAN

SPOT GROUT AT JAMB

ANCHORS AND AS

REQUIRED TO ACHIEVE

SPECIFIED FIRE RATING.

/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

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

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

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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 - WINDOW

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

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. WING G CONTAINS NEW FIRE ALARM DEVICES THROUGHOUT. UNLESS OTHERWISE INDICATED, THESE NEW DEVICES SHALL BE CAREFULLY REMOVED TO BE USED IN THE NEW FIRE ALARM LAYOUT.

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.

4. 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.

5. 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.

6. ALL MATERIALS TO BE NEW AND UL OR FM LISTED.

7. ALL WIRING SHALL BE MINIMUM CLASS X.

8. 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.

9. 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.

10. 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.

11. 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.

12. 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.

13. 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.

14. FIRE ALARM CIRCUITS SHALL MEET THE SURVIVABILITY REQUIREMENTS OF NFPA 72.

15. 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.

16. UNLESS OTHERWISE INDICATED, ALL MOUNTING ELEVATIONS ARE ABOVE FINISHED FLOOR TO CENTER OF EQUIPMENT.

17. 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.

18. 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.

19. 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.

20. FOLLOW MANUFACTURER'S RECOMMENDATION FOR INSTALLATION OF ALL EQUIPMENT.

21. CONTRACTOR SHALL REMOVE ALL TEMPORARY EQUIPMENT, WIRING, CONDUITS, LIGHTING, ETC. AFTER COMPLETION OF

WORK.

22. ALL FIRE ALARM STROBES DEVICES IN THE LINE OF SIGHT SHALL BE SYNCHRONIZED PER NFPA 72.

23. MINIMUM SIZE OF 3/4" RACEWAY SHALL BE PROVIDED, U.O.N.

24. 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

25. PROVIDE CIRCUIT INTEGRITY CABLE FOR ALL EVACUATION TYPE CIRCUITS, THAT ENTER/EXIT A ZONE, FLOOR OR FIRE

WALL.

26. 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.

27. 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.

28. ALL FIRE ALARM WIRING SHALL BE IN CONDUIT PAINTED RED.

29. ALL FIRE ALARM SYSTEM JUNCTION BOX COVERS ARE TO BE RED, WITH "FA" WRITTEN IN 1" HIGH WHITE LETTERS.

30. 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).

31. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

32. CEILING-MOUNTED DEVICES SHALL BE INSTALLED IN CENTER OF TILES WHERE APPLICABLE.

33. 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.

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FIRE ALARM MOUNTING HEIGHT DETAIL

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ANTENNA MOUNTING 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

ENLARGED TYPICAL SLEEPING UNITS A,B,C,D & E

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ENLARGED TYPICAL SLEEPING UNITS F & G

ENLARGED TYPICAL SLEEPING UNITS H & J

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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

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8-13-19

TELECOM ROOM (TYPICAL)

(TYPICAL IDF) - HORIZONTAL RISER DIAGRAM

SCALE: N.T.S.

FIBER ENCLOSURE

NETWORK DATA SWITCH

(PROVIDED BY OWNER)

(10 GB) 8P8P

OF LC CONNECTOR

(TYPICAL OF 48)

8P8P

TYPICAL OF 48 TOTAL PORTS

CAT. 6 PATCH PANEL

4-PR 110 IDC

8P8P

8P8P

TYPICAL DATA OUTLET

REFER TO PLANS FOR DATA

LOCATIONS AND CONFIGURATIONS.

4-PR 110 IDC RJ-45

4-PR 110 IDC RJ-45

4-PR 110 IDC8P8P

TV

REFER TO PLANS FOR TV

LOCATIONS AND CONFIGURATIONS.

F-CONN.

OPTICAL FIBER PATCH CORD

COUPLER MODULE TYPICAL OF 12

SIMPLEX CONNECTORS

SMOF CONNECTORS

CATEGORY 6

PATCH CABLES

F-CONN

PROVIDED BY

LOCAL UTILITY

TYPICAL VOICE OUTLET

REFER TO PLANS FOR VOICE

LOCATIONS AND CONFIGURATIONS.

3-PR 110 IDC RJ-11

3-PR 110 IDC RJ-11

TYPICAL OF 50 TOTAL PAIRS

110 BLOCK

1-PR 110 IDC

1-PR 110 IDC1-PR IDC

1-PR IDC

CONTINUES TO

TR A140/G140

6-STRAND SINGLE MODE FO CABLE

50-PAIR COPPER CABLE

CONTINUES TO

TR A140/G140

NETWORK APPLIANCE EXISTING

DOOR CONTROLLER: X - A HIRSCH

DATA (NETWORK)

DOOR 1

DOOR 2

RS-485 POWER 12VDC

TYPICAL ACCESS CONTROL DOOR

TYPICAL ACCESS CONTROL DOOR POWER SUPPLY HIRSCH

12 VDC OUTPUT 1

12 VDC OUTPUT 2

120 VAC INPUT

AREA NUMBER

CONTROLLER DESIGNATION

NOTES:

1. REFER TO THE FLOOR PLANS FOR DOOR CONTROLLER AND

ACCESS CONTROL DOOR LOCATIONS.

2. MOUNT NEW DOOR CONTROLLERS (IF REQUIRED) IN A 24" X 24" X

6" LOCKING WALL MOUNTED ENCLOSURE. PROVIDE A DOOR

CONTACT CONNECTED TO THE ACCESS CONTROL SYSTEM.

DOOR CONTROLLER: X - A2 HIRSCH

RS-485

DOOR 1

DOOR 2

AUX INPUT

AUX INPUT POWER 12VDC

ACCESS CONTROL RISER DIAGRAM

SCALE: N.T.S.C

TELECOM ROOM A140/G140

TYPICAL ACCESS CONTROL DOOR

TYPICAL ACCESS CONTROL DOOR

8P8P

8P8P

8P8P

8P8P

8P8P

8P8P

8P8P

8P8P

8P8P

8P8P

SCALE: N.T.S.

LEVEL 01

LEVEL 02

LEVEL 03

ROOF

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

BUILDING SECTION A BUILDING SECTION G

INCOMING 48-STRAND FIBER

FROM SECTION D

(2) SERIES 11 CABLES FOR

CATV FROM SECTION D

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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