AM-0005 Drawings.pdf
PDF 4 MB Posted
- Attached to
- FY19 LXEZ 194643 Improve Military Family Housing, Stearley Heights, Kadena Air Base, Okinawa, Japan
- Solicitation number
- W912HV21B0003
About this file
This solicitation seeks proposals for a military construction project to improve military family housing at Stearley Heights on Kadena Air Base in Okinawa, Japan. The project scope includes whole-house interior and exterior modernization, renovation, and repair of 130 single family dwelling units across five unit types. Work will provide management, design, supplies, equipment, labor and services to restore unit lots, building systems, and spaces. Functional improvements are also in scope. The solicitation is issued by the Department of the Army Corps of Engineers Engineering District Japan for a project valued between YEN2,500,000,000 and YEN10,000,000,000.
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CONTROL PLAN AND SCHEDULE FOR REVIEW AND APPROVAL 45
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SIGNS UPON COMPLETION OF EACH PHASE OF WORK.
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REVERSE ORDER OF INSTALLATION.
SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THE
CONTROL DEVICES NO LONGER NEEDED TO PERMIT FREE AND
COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TRAFFIC
8. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS
MESSAGES ON BOTH FACE).
INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE
BE APPROPRIATELY COVERED TO PRECLUDE THE DISPLAY OF
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REMOVED OR COVERED WHENEVER THE MESSAGE IS NOT
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RESTORED UPON COMPLETION OF THE WORK.
PLANS SHALL BE REMOVED OR COVERED. ALL SIGNS SHALL BE
ZONE THAT ARE IN CONFLICT WITH THE TRAFFIC CONTROL
5. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION
PROGRESSIVELY TOWARD THE WORK AREA.
BE PLACED FIRST. THE OTHERS SHALL THEN BE PLACED
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4. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT
WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC.
3. CONES AND DELINEATORS SHALL BE EXTENDED TO A POINT
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AS PER PHASING/OPTIONS REQUIREMENTS AND SUBMIT TO THE
CONTRACTOR SHALL PREPARE TRAFFIC CONTROL/DETOUR PLAN
13. PLEASE REFER TO SHEET G-008 FOR PHASING/OPTIONS.
NARROW STREET AND WHERE AS NEEDED.
VEHICLE TRAFFIC WHERE TWO WAY IS NOT AVAILABLE DUE TO
12. PLACEMENT OF PERSONNEL IS REQUIRED TO CONTROL THE
BE ACHIEVED TO ACCOMMODATE TWO WAY TRAFFIC.
CLOSURES WHERE SEPARATE 3.0 METER CONED LANES CANNOT
11. ONE WAY TRAFFIC CONTROL ARE REQUIRED FOR ONE LANE
DAYS IN ADVANCE OF WORK.
CONTROL PLAN AND SCHEDULE FOR REVIEW AND APPROVAL 45
TRAFFIC ENGINEER. THE CONTRACTOR SHALL SITE SPECIFIC
APPROVED BY THE RESIDENT ENGINEER AND KADENA AIR BASE
10. ALL LANE CLOSURES, ROAD CLOSURES, AND DETOURS MUST BE
SIGNS UPON COMPLETION OF EACH PHASE OF WORK.
9. REPLACE PERMANENT PAVEMENT MARKINGS AND TRAFFIC
REVERSE ORDER OF INSTALLATION.
SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THE
CONTROL DEVICES NO LONGER NEEDED TO PERMIT FREE AND
COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TRAFFIC
8. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS
MESSAGES ON BOTH FACE).
INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE
BE APPROPRIATELY COVERED TO PRECLUDE THE DISPLAY OF
7. THE BACKS OF ALL SIGNS USED FOR TRAFFIC CONTROL SHALL
APPLICABLE OR NOT IN USE.
REMOVED OR COVERED WHENEVER THE MESSAGE IS NOT
6. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY
RESTORED UPON COMPLETION OF THE WORK.
PLANS SHALL BE REMOVED OR COVERED. ALL SIGNS SHALL BE
ZONE THAT ARE IN CONFLICT WITH THE TRAFFIC CONTROL
5. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION
PROGRESSIVELY TOWARD THE WORK AREA.
BE PLACED FIRST. THE OTHERS SHALL THEN BE PLACED
THE SIGN OR DEVICE FARTHEST FROM THE WORK AREA SHALL
4. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT
WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC.
3. CONES AND DELINEATORS SHALL BE EXTENDED TO A POINT
MAX. THROUGHOUT THE WORK AREA.
2. CONES AND DELINEATORS SHALL BE INSTALLED 2 METERS O.C.
FIELD CONDITIONS.
1. THE CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO FIT
FAIRCHILD AVENUE
M E
L V
IL
L E A
V E
PATTERSON AVE
CHRISTOS AVE
EMMERT CT
SCHOOL
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PROJECT LIMITS
GENERAL SHEET NOTES
TRAFFIC CONTROL SIGN
LEGEND
BARRICADE
ROADCLOSED
ROAD
CLOSED
N
KEARBY L
OOP
M O
L L
A N
D S
T
BONG DR
C R
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M O
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A EADH
ROADCLOSED
AHEAD
C OSEDL
ROAD
SCALE: 2000
BASE CONTRACTING OFFICER FOR APPROVAL.
AS PER PHASING/OPTIONS REQUIREMENTS AND SUBMIT TO THE
CONTRACTOR SHALL PREPARE TRAFFIC CONTROL/DETOUR PLAN
13. PLEASE REFER TO SHEET G-008 FOR PHASING/OPTIONS.
NARROW STREET AND WHERE AS NEEDED.
VEHICLE TRAFFIC WHERE TWO WAY IS NOT AVAILABLE DUE TO
12. PLACEMENT OF PERSONNEL IS REQUIRED TO CONTROL THE
BE ACHIEVED TO ACCOMMODATE TWO WAY TRAFFIC.
CLOSURES WHERE SEPARATE 3.0 METER CONED LANES CANNOT
11. ONE WAY TRAFFIC CONTROL ARE REQUIRED FOR ONE LANE
DAYS IN ADVANCE OF WORK.
CONTROL PLAN AND SCHEDULE FOR REVIEW AND APPROVAL 45
TRAFFIC ENGINEER. THE CONTRACTOR SHALL SITE SPECIFIC
APPROVED BY THE RESIDENT ENGINEER AND KADENA AIR BASE
10. ALL LANE CLOSURES, ROAD CLOSURES, AND DETOURS MUST BE
SIGNS UPON COMPLETION OF EACH PHASE OF WORK.
9. REPLACE PERMANENT PAVEMENT MARKINGS AND TRAFFIC
REVERSE ORDER OF INSTALLATION.
SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THE
CONTROL DEVICES NO LONGER NEEDED TO PERMIT FREE AND
COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TRAFFIC
8. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS
MESSAGES ON BOTH FACE).
INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE
BE APPROPRIATELY COVERED TO PRECLUDE THE DISPLAY OF
7. THE BACKS OF ALL SIGNS USED FOR TRAFFIC CONTROL SHALL
APPLICABLE OR NOT IN USE.
REMOVED OR COVERED WHENEVER THE MESSAGE IS NOT
6. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY
RESTORED UPON COMPLETION OF THE WORK.
PLANS SHALL BE REMOVED OR COVERED. ALL SIGNS SHALL BE
ZONE THAT ARE IN CONFLICT WITH THE TRAFFIC CONTROL
5. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION
PROGRESSIVELY TOWARD THE WORK AREA.
BE PLACED FIRST. THE OTHERS SHALL THEN BE PLACED
THE SIGN OR DEVICE FARTHEST FROM THE WORK AREA SHALL
4. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT
WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC.
3. CONES AND DELINEATORS SHALL BE EXTENDED TO A POINT
MAX. THROUGHOUT THE WORK AREA.
2. CONES AND DELINEATORS SHALL BE INSTALLED 2 METERS O.C.
FIELD CONDITIONS.
1. THE CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO FIT
FAIRCHILD AVENUE
M E
L V
IL
L E A
V E
PATTERSON AVE
CHRISTOS AVE
EMMERT CT
SCHOOL
ELEMENTARY
HEIGHT
STEARLEY
CENTER
MENT
DEVELOP-
CHILD
NIKO
NIKO
W E S
T B
R O
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R
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L X
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CONTROL SIGNS:
KADENA TRAFFIC
PROJECT LIMITS
GENERAL SHEET NOTES
TRAFFIC CONTROL SIGN
LEGEND
BARRICADE
ROADCLOSED
ROAD
CLOSED
N
KEARBY L
OOP
M O
L L
A N
D S
T
BONG DR
C R
A G
G E D
R
M O
L L
A N
D S
T
KEARBY LOOP
FAIR
CHI
LD
AVENUE
W E
S T
B R
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K A
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K E
A R
B Y L
O O
P
CRAGGE DR
BONG DR
D TOURE
NO LEFTTURN
A EADH
ROADCLOSED
AHEAD
C OSEDL
ROAD
A EADH
ROADCLOSED
AHEAD
C OSEDL
ROAD
A EADH
ROADCLOSED
AHEAD
C OSEDL
ROAD
SCALE: 2000
BASE CONTRACTING OFFICER FOR APPROVAL.
AS PER PHASING/OPTIONS REQUIREMENTS AND SUBMIT TO THE
CONTRACTOR SHALL PREPARE TRAFFIC CONTROL/DETOUR PLAN
13. PLEASE REFER TO SHEET G-008 FOR PHASING/OPTIONS.
NARROW STREET AND WHERE AS NEEDED.
VEHICLE TRAFFIC WHERE TWO WAY IS NOT AVAILABLE DUE TO
12. PLACEMENT OF PERSONNEL IS REQUIRED TO CONTROL THE
BE ACHIEVED TO ACCOMMODATE TWO WAY TRAFFIC.
CLOSURES WHERE SEPARATE 3.0 METER CONED LANES CANNOT
11. ONE WAY TRAFFIC CONTROL ARE REQUIRED FOR ONE LANE
DAYS IN ADVANCE OF WORK.
CONTROL PLAN AND SCHEDULE FOR REVIEW AND APPROVAL 45
TRAFFIC ENGINEER. THE CONTRACTOR SHALL SITE SPECIFIC
APPROVED BY THE RESIDENT ENGINEER AND KADENA AIR BASE
10. ALL LANE CLOSURES, ROAD CLOSURES, AND DETOURS MUST BE
SIGNS UPON COMPLETION OF EACH PHASE OF WORK.
9. REPLACE PERMANENT PAVEMENT MARKINGS AND TRAFFIC
REVERSE ORDER OF INSTALLATION.
SAFE PASSAGE OF PUBLIC TRAFFIC. REMOVAL SHALL BE IN THE
CONTROL DEVICES NO LONGER NEEDED TO PERMIT FREE AND
COMPLETED, THE CONTRACTOR SHALL REMOVE ALL TRAFFIC
8. AT THE END OF EACH DAY'S WORK OR AS SOON AS THE WORK IS
MESSAGES ON BOTH FACE).
INAPPLICABLE SIGN MESSAGES (I.E., WHEN SIGNS HAVE
BE APPROPRIATELY COVERED TO PRECLUDE THE DISPLAY OF
7. THE BACKS OF ALL SIGNS USED FOR TRAFFIC CONTROL SHALL
APPLICABLE OR NOT IN USE.
REMOVED OR COVERED WHENEVER THE MESSAGE IS NOT
6. ALL CONSTRUCTION WARNING SIGNS SHALL BE PROMPTLY
RESTORED UPON COMPLETION OF THE WORK.
PLANS SHALL BE REMOVED OR COVERED. ALL SIGNS SHALL BE
ZONE THAT ARE IN CONFLICT WITH THE TRAFFIC CONTROL
5. REGULATORY AND WARNING SIGNS WITHIN THE CONSTRUCTION
PROGRESSIVELY TOWARD THE WORK AREA.
BE PLACED FIRST. THE OTHERS SHALL THEN BE PLACED
THE SIGN OR DEVICE FARTHEST FROM THE WORK AREA SHALL
4. TRAFFIC CONTROL DEVICES SHALL BE INSTALLED SUCH THAT
WHERE THEY ARE VISIBLE TO APPROACHING TRAFFIC.
3. CONES AND DELINEATORS SHALL BE EXTENDED TO A POINT
MAX. THROUGHOUT THE WORK AREA.
2. CONES AND DELINEATORS SHALL BE INSTALLED 2 METERS O.C.
FIELD CONDITIONS.
1. THE CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO FIT
FAIRCHILD AVENUE
M E
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PATTERSON AVE
CHRISTOS AVE
EMMERT CT
SCHOOL
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TRAFFIC CONTROL PLAN - PHASE IV
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CONSTRUCTION FENCE
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CONCRETE ROOF SLAB
RE: STRUCTURAL
RIGID INSULATION AT
ROOF SLAB AS SPECIFIED
(RSI 5.283 MIN.)
9MM DIAMETER HANGER ROD
AT 900MM O.C. BOTH WAYS
RUNNER CHANNEL
METAL FURRING W/ CLIP AT 400 O.C.
HANGER BRACKET
GWB CEILING W/ PAINT FINISH;
RE: INTERIOR FINISH SCHEDULE
FACE OF WALL,
RE: INTERIOR FINISH SCHEDULE
UD CHANNEL FASTENED TO
PERIMETER WALL
200 MAX
CONCRETE ROOF SLAB
RE: STRUCTURAL
RIGID INSULATION AT
ROOF SLAB AS SPECIFIED (RSI 5.283 MIN.)
9MM DIAMETER HANGER ROD
AT 900MM O.C. BOTH WAYS
RUNNER CHANNEL
METAL FURRING W/ CLIP
HANGER BRACKET
GWB CEILING W/ PAINT FINISH
RE: INTERIOR FINISH SCHEDULE
100MM STUD
UD CHANNEL FASTENED TO STUDS
FULL LENGTH OF SOFFIT
12MM DEFLECTION SPACE WITH TRACK
100MM METAL DIAGONAL BRACING,
AS REQUIRED
S E
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CONCRETE ROOF SLAB
RE: STRUCTURAL
RIGID INSULATION AT
ROOF SLAB AS SPECIFIED (RSI 5.283 MIN.)
9MM DIAMETER HANGER ROD
AT 900MM O.C. BOTH WAYS
RUNNER CHANNEL
METAL FURRING W/ CLIP
HANGER BRACKET
GWB CEILING W/ PAINT FINISH
RE: INTERIOR FINISH SCHEDULE
100MM STUD
PLUMBING
RE: MECHANICAL
12MM DEFLECTION SPACE WITH TRACK
100MM METAL DIAGONAL BRACING,
AS REQUIRED
STEEL TRUSS
RE: STRUCTURAL
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2 3 4 5 6 7 8 9 10
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SHEET ID
U.S. AIRFORCE
A-511 D3-53
C E
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1 : 10F1
GYP BOARD CEILING DETAIL
1 : 10D1
GYP BOARD SOFFIT DETAIL
1 : 10A1
GYP BOARD CEILING DETAIL
0 400 mm200
0 400 mm200
0 400 mm200
C
H A
N G
E H
A N
G E
R R
O D
B A
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D E
C
FRAME AS SCHEDULED
FLOOR FINISH AS
SCHEDULED
EXISTING CONCRETE
SLAB
DOOR AS SCHEDULED
D
INSULATED METAL DOOR
AND FRAME AS SCHEDULED
FINISH FLOOR AS
SCHEDULED
EXISTING
CONCRETE SLAB
NEW STOOP; SEE
STRUCTURAL
A
CONCRETE FILL
THRESHOLD
INTERIOREXTERIOR
B
DOOR AS SCHEDULED
FINISH FLOOR AS
SCHEDULED
EXISTING
CONCRETE SLAB
C
CONCRETE FILL
INTERIOREXTERIOR
STORM DOOR AS SCHEDULED
FRAME AS SCHEDULED
FLOOR FINISH AS
SCHEDULED
EXISTING CONCRETE
SLAB
DOOR AS SCHEDULED
E
DOOR SWEEP AND
THRESHOLD PER SECHEDULE
ALUMINUM SLIDING DOOR
WITH INSECT SCREEN
FINISH FLOOR AS
SCHEDULED
EXISTING
CONCRETE SLAB
NEW PATIO
CONCRETE FILL AS
REQUIRED
INTERIOR
EXTERIOR
COMPRESSIBLE FILL
C D
CONCRETE WALL
SEE STRUCTURAL
DOOR AND FRAME
AS SCHEDULED
20MM CHAMFER
SEALANT W/ BACKER
ROD, TYPICAL
NEW OR EXISTING PARTITION
AS SCHEDULED
SHIM AS REQUIRED
FINISH AS SCHEDULED
50MM WOOD TRIM
SEALANT EACH SIDE TYPICAL
15MM X 40MM STOP
WOOD DOOR AND FRAME
AS SCHEDULED
E
NEW OR EXISTING
PARTITION AS SCHEDULED
SHIM AS REQUIRED
FINISH AS SCHEDULED
50MM WOOD TRIM
SEALANT EACH SIDE
TYPICAL
50MM WOOD NAILER
WOOD DOOR AND FRAME
AS SCHEDULED
EXISTING CONCRETE
FINISH COAT TO REMAIN
INTERIOR
EXTERIOR
B
INTERIOR
EXTERIOR
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION.
FILL METAL FRAME WITH
MINERAL FIBER OR FOAM
INSULATION
CONTINUOUS SEALANT
INSULATED METAL DOOR
AND FRAME AS SCHEDULED
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
12.5MM GWB
A
ANCHOR PER MANUFACTURER
INTERIOR
EXTERIOR
METAL STUD; SEE A-500
STORM DOOR AS SCHEDULED
CONTINUOUS AIR/MOISTURE
BARRIER
EXISTING CONCRETE SKIM
FINISH TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
ALUMINUM SLIDING DOOR
AND FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER
MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
DOOR SCREEN
INTERIOR
EXTERIOR
C D E
CONCRETE WALL
SEE STRUCTURAL
DOOR AND FRAME
AS SCHEDULED
20MM CHAMFER
SEALANT W/ BACKER
ROD, TYPICAL
NEW OR EXISTING PARTITION
AS SCHEDULED
SHIM AS REQUIRED
FINISH AS SCHEDULED
50MM WOOD TRIM
SEALANT EACH SIDE TYPICAL
15MM X 40MM STOP
WOOD DOOR AND FRAME
AS SCHEDULED
NEW OR EXISTING PARTITION
AS SCHEDULED
SHIM AS REQUIRED
FINISH AS SCHEDULED
50MM WOOD TRIM
SEALANT EACH SIDE TYPICAL
50MM WOOD NAILER
FASCIA TRACK
WOOD DOOR AND FRAME
AS SCHEDULED
ANCHOR PER
MANUFACTURER
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER PARTITION
CONSTRUCTION
FILL METAL FRAME WITH
MINERAL FIBER OR FOAM
INSULATION
CONTINUOUS SEALANT
INSULATED METAL DOOR
AND FRAME AS SCHEDULED
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
12.5MM GWB
A
ANCHOR PER MANUFACTURER
INTERIOR
EXTERIOR
B
METAL STUD; SEE A-500
STORM DOOR AS SCHEDULED
CONTINUOUS AIR/MOISTURE
BARRIER
INTERIOR
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
FINISHED AS SCHEDULED
SINGLE SLIDING DOOR AND
FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER
MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
SLIDING DOOR SCREEN
EXTERIOR
A
(FLUSH SWING DR
WITH LOUVER)
B
(FLUSH SWING DR W/
SCREEN DR)
C
(SLIDING GL DR W/ INSECT
SCREEN DR - FURNISH
WITH NIGHT BOLT)
D1
(RAISED/GRAVED
PANEL DOOR)
E
(BYPASS DOORS
FULL LOUVERED)
H
W
H
W W
H
W
H
W
H
W
D2
(RAIL & STILE
SWING DOOR
FULL LOUVERED)
H
W
EQ EQ
100 100
W
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SHEET ID
U.S. AIRFORCE
A-580 D3-53
D O
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1 : 8A1
DOOR SILL DETAILS
1 : 8C1
DOOR JAMB DETAILS
1 : 8E1
DOOR HEAD DETAILS
1 : 50G1
DOOR TYPES
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INTERIOR
EXTERIOR
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
A - DOUBLE HUNG
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
WINDOW SCREEN
INTERIOR
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
B - SLIDING
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
WINDOW SCREEN
INTERIOR
EXTERIOR
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
ANCHOR PER MANUFACTURER
C - CASEMENT
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
WINDOW SCREEN
EXTERIOR
INTERIOR
EXTERIOR
EXISTING CONCRETE SKIM
FINISH TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
A - DOUBLE HUNG
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER
MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
WINDOW SCREEN
EXISTING CONCRETE SKIM
FINISH TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
B - SLIDING
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER
MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
WINDOW SCREEN
INTERIOR
EXTERIOR
EXISTING CONCRETE SKIM
FINISH TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
C - CASEMENT
WINDOW SCREEN
METAL STUD; SEE A-500
THERMAL BREAK PER
MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
INTERIOR
EXTERIOR
INTERIOR
EXTERIOR
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
ANCHOR SILL PER STRUCTURAL
A - DOUBLE HUNG
DRIP GROOVE; PER MANUFACTURERS
RECOMMENDATION
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
PRE-CAST-CONCRETE SILL
EXISTING CONCRETE
FINISH COAT TO REMAIN
METAL STUD; SEE A-500
THERMAL BREAK PER MANUFACTURE
CONTNUOUS AIR/MOISTURE BARRIER
WINDOW SCREEN
INTERIOR
EXTERIOR
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
ANCHOR SILL PER STRUCTURAL
B - SLIDING
DRIP GROOVE; PER MANUFACTURERS
RECOMMENDATION
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
PRE-CAST-CONCRETE SILL
EXISTING CONCRETE
FINISH COAT TO REMAIN
METAL STUD; SEE A-500
THERMAL BREAK PER MANUFACTURE
CONTNUOUS AIR/MOISTURE BARRIER
WINDOW SCREEN
INTERIOR
EXTERIOR
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
ANCHOR SILL PER STRUCTURAL
C - CASEMENT
DRIP GROOVE; PER MANUFACTURERS
RECOMMENDATION
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
PRE-CAST-CONCRETE SILL
EXISTING CONCRETE
FINISH COAT TO REMAIN
METAL STUD; SEE A-500
THERMAL BREAK PER MANUFACTURE
CONTNUOUS AIR/MOISTURE BARRIER
WINDOW SCREEN
W1
DOUBLE HUNG
W2
DOUBLE HUNG
W4 EE
SLIDING
W5
CASEMENT
W6
DOUBLE HUNG
900 600
W3
DOUBLE HUNG
EQ EQ EQ
SHEET NOTES
1. WINDOW TYPES MARKED WITH AN 'EE' ARE EMERGENCY ESCAPE
OPENINGS SHALL MEET THE REQUIREMENTS OF INTERNATIONAL
RESIDENTIAL CODE (IRC R310) FOR EMERGENCY ESCAPE AND
RESCUE OPENINGS
a. CLEAR OPENING SHALL NOT BE LESS THAN 0.530M2
b. CLEAR HEIGHT SHALL NOT BE LESS THAN 610MM
c. CLEAR WIDTH SHALL NOT BE LESS THAN 508MM
d. SILL HEIGHT FROM GROUND SHALL NOT BE MORE THAN
1118MM
2. PROVIDED WINDOW SCREENS FOR ALL WINDOW TYPES.
3. ALL WINDOW DETAILS ARE A SIMPLE REPRESENTATION OF THE
WINDOWS AND FRAMES. MANUFACTURE DETAILS WILL BE
DIFFERENT.
4. ALL WINDOWS SHALL HAVE THERMAL BREAKS AND BE FLASHED
AND SEALED AT THE EXTERIOR WALLS.
U .S
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U.S. AIRFORCE
A-590 D3-53
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1 : 8E1
WINDOW HEAD DETAILS
1 : 8C1
WINDOW JAMB DETAILS
1 : 8A1
WINDOW SILL DETAILS
1 : 50G1
WINDOW ELEVATIONS
A
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GENERAL DOOR HARDWARE &
WINDOW SCHEDULE NOTES
1. HARDWARE ITEMS LISTED SHALL BE SELECTED TO CONFORM
WITH ACCESSIBILITY REQUIREMENTS OF THE ARCHITECTURAL
BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES FOR
BUILDINGS AND FACILITIES.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING EXTERIOR
WINDOW AND EXTERIOR DOOR SIZES (TO INCLUDE FRAMES
AND ROUGH OPENINGS), BEFORE ORDERING NEW DOORS AND
FRAMES.
3. NEW WINDOW, DOORS AND ASSOCIATED FRAMES SHALL BE
SIZED PER EXISTING OPENING.
4. NEW WINDOW, DOORS AND ASSOCIATED FRAMES SHALL BE
SIZED PER EXISTING OPENING. THIS INCLUDES THE DOOR
102A & 110, AND WINDOW W1
5. RE: SPECIFICATION 08 71 00 FOR ADDITIONAL DOOR
HARDWARE INFORMATION.
6. COORDINATE EXACT CLEARANCE DIMENSIONS & DOOR PANEL
WIDTH IN ACCORDANCE WITH THE DOOR HINGE.
7. ALL WINDOWS SHALL HAVE TILT-IN FOR CLEANING
CAPABILITIES
8. SEE INTERIORS FINISH SCHEDULE FOR DOOR AND WINDOW
FRAME FINISH
9. ALL BATHROOM WINDOWS SHALL HAVE PATTERNED GLASS;
SEE SPECIFICATION 08 81 00
10. DESCRIPTION OF MORTISE LOCK SERIES 1000
F01 LATCH BOLT OPERATED BY LEVER FROM EITHER SIDE AT ALL
TIMES.
F02 LATCH BOLT OPERATED BY LEVER FROM EITHER SIDE. DEAD
BOLT OPERATED BY TURN FROM INSIDE AND BY EMERGENCY
RELEASE FROM OUTSIDE.
F04 LATCH BOLT OPERATED BY LEVER FROM EITHER SIDE EXCEPT
WHEN OUTSIDE LEVER IS MADE INOPERATIVE BY A STOP OR
MECHANICAL MEANS OTHER THAN KEY. WHEN OUTSIDE LEVER IS
LOCKED, LATCH BOLT IS RETRACTED BY KEY FROM OUTSIDE OR BY
OPERATING INSIDE LEVER. AUXILIARY DEAD LATCH.
F07 LATCH BOLT OPERATED BY KEY FROM OUTSIDE OR BY
OPERATING INSIDE LEVER. OUTSIDE LEVER IS ALWAYS
INOPERATIVE. AUXILIARY DEAD LATCH.
F17 DEAD BOLT OPERATED BY KEY FROM OUTSIDE OR BY TURN
FROM INSIDE.
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A-600 D3-53
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DOOR SCHEDULE
DOOR
TAG ROOM NAME
DOOR
CORE
STC
RATING
FRAME
COMMENTS
SIZE
TYPE MAT TYPE MAT
DETAILS
W H T HEAD JAMB SILL
100 FOYER 900 2100 45 B AL RIGID INS AL A A A INSULATED GLASS UNITS. GLAZING TO BE 5MM THICK. SEE
SPECIFICATION 08 81 00
100A FOYER/SCREEN 900 2100 45 B AL N/A AL A A A NO GLAZING IN SCREEN DOOR
102 STORAGE 750 2100 45 D2 WD LOUVER WD D D D PROVIDE 19MM DOOR UNDERCUT
104 DINING 1800 2100 45 C AL - AL B B B HARDWARE BY DOOR MANUFACTURER
106 KITCHEN 900 2100 45 B AL RIGID INS AL A A A INSULATED GLASS UNITS. GLAZING TO BE 5MM THICK. SEE
SPECIFICATION 08 81 00
106A KITCHEN/SCREEN 900 2100 45 B AL N/A AL A A A NO GLAZING IN SCREEN DOOR
107 PANTRY 750 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
108 LINEN 750 2100 45 D2 WD LOUVER WD D D D
109 BEDROOM 900 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
110 CLOSET 1800 2100 45 E WD LOUVER WD E E E
111 BEDROOM 900 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
112 CLOSET 1200 2100 45 E WD LOUVER WD E E E
113 BATHROOM 900 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
114 LAUNDRY 900 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
115 MASTER BEDROOM 750 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
116 CLOSET 1200 2100 45 E WD LOUVER WD E E E
117 MASTER CLOSET 750 2100 45 D2 WD LOUVER WD D D D
118 MASTER BATH 750 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
119 MECHANICAL 900 2100 45 A AL RIGID INS AL C C C PROVIDE HINGES WITH NON-REMOVABLE PINS
DOOR HARDWARE SCHEDULE
DOOR # ROOM NAME
MORTISE LOCK HINGES CLOSER
SLIDING AND
FOLDING DOOR
HARDWARE ARCHITECTURAL XCW HARDWARE
AUXILARY
HARDWARE THRESHOLDS
EDGE
SEALS
M
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SLIDING
DOOR
LATCH
D0821 L
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W E
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100 FOYER ENTRY F04 1 2 3 1 1 1 1
100A FOYER/SCREEN 1 2 3 1 1 1 1 1
102 STORAGE CLOSET F01 3 1 3
104 DINING DEAD LOCK F17 1 1 3
106 KITCHEN ENTRY F04 1 2 3 1 1 1 1
106A KITCHEN/SCREEN 1 2 3 1 1 1 1 1
107 PANTRY CLOSET F01 3 1 3
108 LINEN CLOSET F01 3 1 3
109 BEDROOM PRIVACY F02 3 1 3
110 CLOSET 1 2 3
111 BEDROOM PRIVACY F02 3 1 3
112 CLOSET 1 2 3
113 BATHROOM PRIVACY F02 3 1 3
114 LAUNDRY CLOSET F01 3 1 3
115 MASTER BEDROOM PRIVACY F02 3 1 3
116 CLOSET 1 2 3
117 MASTER CLOSET 3 1 3
118 MASTER BATH PRIVACY F02 3 1 3
119 MECHANICAL STORAGE F07 3 1 1 1
WINDOW SCHEDULE
SYMBOL
ROUGH OPENING
OPERATION GLAZING
DETAILS
REMARKS
WIDTH HEIGHT HEAD JAMB SILL
W1 900 1120 DOUBLE HUNG INSULATING GLASS UNITS, LOW'E INSULATING GLASS. SEE NOTES BELOW A A A SEE SPECIFICATION 08 81 00
W2 600 1120 DOUBLE HUNG INSULATING GLASS UNITS, LOW'E INSULATING GLASS. SEE NOTES BELOW A A A SEE SPECIFICATION 08 81 00
W3 750 1020 DOUBLE HUNG INSULATING GLASS UNITS, LOW'E INSULATING GLASS. SEE NOTES BELOW A A A SEE SPECIFICATION 08 81 00
W4 EE 1800 1200 SLIDING INSULATING GLASS UNITS, LOW'E INSULATING GLASS. SEE NOTES BELOW B B B SEE SPECIFICATION 08 81 00
W5 2410 1570 CASEMENT INSULATING GLASS UNITS, LOW'E INSULATING GLASS. SEE NOTES BELOW C C C SEE SPECIFICATION 08 81 00
W6 1100 1100 DOUBLE HUNG INSULATING GLASS UNITS, LOW'E INSULATING GLASS. SEE NOTES BELOW A A A SEE SPECIFICATION 08 81 00
WINDOW SCHEDULE NOTES:
FOR INSULATING GLASS UNITS (IGU), USE THE POLYCARBONATE OR LAMINATED GLASS FOR THE INNERMOST PANE AS A MINIMUM. FOR LAMINATED GLASS PROVIDE A GLAZING FRAME BITE IN ACCORDANCE WITH ASTM F 2248. FOR POLYCARBONATE PROVIDE A GLAZING FRAME BITE OF NO LESS THAN 1.5 TIMES THE POLYCARBONATE THICKNESS.
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A N
CONCRETE ROOF SLAB;
SEE STRUCTURAL
INSULATION RSI 5.283 MIN. AT ROOF
SLAB AS SPECIFIED
9MM DIAMETER HANGER ROD
AT 900MM OC BOTH WAYS
RUNNER CHANNEL
METAL FURRING W/ CLIP AT 400 OC
HANGER BRACKET
GWB CEILING W/ PAINT FINISH;
SEE INTERIOR FINISH SCHEDULE
FACE OF WALL,
SEE INTERIOR FINISH SCHEDULE
UD CHANNEL FASTENED TO
PERIMETER WALL
200 MAX
CONCRETE ROOF SLAB;
SEE STRUCTURAL
INSULATION RSI 5.283 MIN. AT ROOF
SLAB AS SPECIFIED
9MM DIAMETER HANGER ROD
AT 900MM OC BOTH WAYS
RUNNER CHANNEL
METAL FURRING W/ CLIP
HANGER BRACKET
GWB CEILING W/ PAINT FINISH;
SEE INTERIOR FINISH SCHEDULE
100MM STUD
UD CHANNEL FASTENED TO STUDS
FULL LENGTH OF SOFFIT
12MM DEFLECTION SPACE WITH TRACK
100MM METAL DIAGONAL BRACING,
AS REQUIRED
S E
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CONCRETE ROOF SLAB
RE: STRUCTURAL
CONTINUOUS RIGID INSULATION RSI 5.283 MIN.
9MM DIAMETER HANGER ROD AT
900MM OC BOTH WAYS
INSULATION MIN RSI
5.283 MIN. AT ROOF
SLAB AS SPECIFIED
STEEL TRUSS
RE: STRUCTURAL
RUNNER CHANNEL
HANGER BRACKET
METAL FURRING W/
CLIP AT 400 OC
GWB CEILING W/ PAINT FINISH
RE: INTERIOR FINISH SCHEDULE
EXISTING CONCRETE BEAM
CONTINUOUS FLUID-APPLIED
AIR/MOISTURE BARRIER
CONCRETE ROOF SLAB
RE: STRUCTURAL
INSULATION RSI 5.283 MIN. AT ROOF
SLAB AS SPECIFIED
9MM DIAMETER HANGER ROD AT
900MM OC BOTH WAYS
12MM DEFLECTION
SPACE WITH TRACK
100MM DIAGONAL BRACING,
AS REQUIRED
STEEL TRUSS
RE: STRUCTURAL
PLUMBING
RE: MECHANICAL
100MM STUD
HANGER BRACKET
METAL FURRING W/ CLIP
RUNNER CHANNEL
GWB CEILING W/ PAINT FINISH
RE: INTERIOR FINISH SCHEDULE
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1 : 10F1
GYP BOARD CEILING DETAIL
1 : 10D1
GYP BOARD SOFFIT DETAIL
1 : 10A4
CEILING DETAIL @ FOYER
1 : 10A1
GYP BOARD CEILING DETAIL
0 400 mm200
0 400 mm200
0 400 mm200 0 400 mm200
C
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INSULATED METAL DOOR
AND FRAME AS SCHEDULED
FINISH FLOOR AS
SCHEDULED
EXISTING
CONCRETE SLAB
NEW STOOP; SEE
STRUCTURAL
A
CONCRETE FILL
THRESHOLD
INTERIOREXTERIOR
STORM DOOR AS SCHEDULED
DOOR SWEEP AND
THRESHOLD PER SECHEDULE
FRAME AS SCHEDULED
FLOOR FINISH AS
SCHEDULED
EXISTING CONCRETE
SLAB
DOOR AS SCHEDULED
DB
DOOR AS SCHEDULED
FINISH FLOOR AS
SCHEDULED
EXISTING
CONCRETE SLAB
C
CONCRETE FILL
INTERIOREXTERIOR
FRAME AS SCHEDULED
FLOOR FINISH AS
SCHEDULED
EXISTING CONCRETE
SLAB
DOOR AS SCHEDULED
E
ALUMINUM SLIDING DOOR
WITH INSECT SCREEN
FINISH FLOOR AS
SCHEDULED
EXISTING
CONCRETE SLAB
NEW PATIO
CONCRETE FILL AS
REQUIRED
INTERIOR
EXTERIOR
COMPRESSIBLE FILL
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
FILL METAL FRAME WITH
MINERAL FIBER OR FOAM
INSULATION
CONTINUOUS SEALANT
INSULATED METAL DOOR
AND FRAME AS SCHEDULED
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
12.5MM GWB
A
ANCHOR PER MANUFACTURER
INTERIOR
EXTERIOR
METAL STUD; SEE A-500
STORM DOOR AS SCHEDULED
CONTINUOUS AIR/MOISTURE
BARRIER
C D
CONCRETE WALL
SEE STRUCTURAL
DOOR AND FRAME
AS SCHEDULED
20MM CHAMFER
SEALANT W/ BACKER
ROD, TYPICAL
NEW OR EXISTING PARTITION
AS SCHEDULED
SHIM AS REQUIRED
FINISH AS SCHEDULED
50MM WOOD TRIM
SEALANT EACH SIDE TYPICAL
15MM X 40MM STOP
WOOD DOOR AND FRAME
AS SCHEDULED
E
NEW OR EXISTING
PARTITION AS SCHEDULED
SHIM AS REQUIRED
FINISH AS SCHEDULED
50MM WOOD TRIM
SEALANT EACH SIDE
TYPICAL
50MM WOOD NAILER
WOOD DOOR AND FRAME
AS SCHEDULED
EXISTING CONCRETE
FINISH COAT TO REMAIN
INTERIOR
EXTERIOR
B
INTERIOR
EXTERIOR EXISTING CONCRETE SKIM
FINISH TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
ALUMINUM SLIDING DOOR
AND FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER
MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
DOOR SCREEN
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER PARTITION
CONSTRUCTION
FILL METAL FRAME WITH
MINERAL FIBER OR FOAM
INSULATION
CONTINUOUS SEALANT
INSULATED METAL DOOR
AND FRAME AS SCHEDULED
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
12.5MM GWB
A
ANCHOR PER MANUFACTURER
INTERIOR
EXTERIOR
METAL STUD; SEE A-500
STORM DOOR AS SCHEDULED
CONTINUOUS AIR/MOISTURE
BARRIER
INTERIOR
EXTERIOR
C D E
CONCRETE WALL
SEE STRUCTURAL
DOOR AND FRAME
AS SCHEDULED
20MM CHAMFER
SEALANT W/ BACKER
ROD, TYPICAL
NEW OR EXISTING PARTITION
AS SCHEDULED
SHIM AS REQUIRED
FINISH AS SCHEDULED
50MM WOOD TRIM
SEALANT EACH SIDE TYPICAL
15MM X 40MM STOP
WOOD DOOR AND FRAME
AS SCHEDULED
NEW OR EXISTING PARTITION
AS SCHEDULED
SHIM AS REQUIRED
FINISH AS SCHEDULED
50MM WOOD TRIM
SEALANT EACH SIDE TYPICAL
50MM WOOD NAILER
FASCIA TRACK
WOOD DOOR AND FRAME
AS SCHEDULED
ANCHOR PER
MANUFACTURER
B
INTERIOR
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
FINISHED AS SCHEDULED
SINGLE SLIDING DOOR AND
FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER
MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
SLIDING DOOR SCREEN
EXTERIOR
D1
(RAISED/GRAVED
PANEL DOOR)
E
(BYPASS DOORS
FULL LOUVERED)
H
W
H
W
D2
(RAIL & STILE
SWING DOOR
FULL LOUVERED)
H
W
A
(FLUSH SWING DR
WITH LOUVER)
W
B
(FLUSH SWING DR
W/ SCREEN DR)
C
(SLIDING GL DR W/ INSECT
SCREEN DR - FURNISH
WITH NIGHT BOLT)
W W W
EQ EQ
100100 W
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A-580 G3-53
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1 : 8C1
DOOR JAMB DETAILS
1 : 8E1
DOOR HEAD DETAILS
1 : 50G1
DOOR TYPES
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P E
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J A
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B
A
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D E
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T E
D 'F
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A D
J A
M B
A
N D
S
IL
L D
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IA
L
S
F
E B
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
A - DOUBLE HUNG
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
WINDOW SCREEN
INTERIOR
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
B - SLIDING
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
WINDOW SCREEN
INTERIOR
EXTERIOR
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
ANCHOR PER MANUFACTURER
C - CASEMENT
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
WINDOW SCREEN
EXTERIOR
INTERIOR
EXTERIOR
EXISTING CONCRETE SKIM
FINISH TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
A - DOUBLE HUNG
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER
MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
WINDOW SCREEN
EXISTING CONCRETE SKIM
FINISH TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
B - SLIDING
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
METAL STUD; SEE A-500
THERMAL BREAK PER
MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
WINDOW SCREEN
INTERIOR
EXTERIOR
EXISTING CONCRETE SKIM
FINISH TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
C - CASEMENT
WINDOW SCREEN
METAL STUD; SEE A-500
THERMAL BREAK PER
MANUFACTURE
CONTINUOUS AIR/MOISTURE
BARRIER
CONTINUOUS SEALANT
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
INTERIOR
EXTERIOR
INTERIOR
EXTERIOR
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
ANCHOR SILL PER STRUCTURAL
A - DOUBLE HUNG
DRIP GROOVE; PER MANUFACTURERS
RECOMMENDATION
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
PRE-CAST-CONCRETE SILL
EXISTING CONCRETE
FINISH COAT TO REMAIN
METAL STUD; SEE A-500
THERMAL BREAK PER MANUFACTURE
CONTNUOUS AIR/MOISTURE BARRIER
WINDOW SCREEN
INTERIOR
EXTERIOR
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
ANCHOR SILL PER STRUCTURAL
B - SLIDING
DRIP GROOVE; PER MANUFACTURERS
RECOMMENDATION
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
PRE-CAST-CONCRETE SILL
EXISTING CONCRETE
FINISH COAT TO REMAIN
METAL STUD; SEE A-500
THERMAL BREAK PER MANUFACTURE
CONTNUOUS AIR/MOISTURE BARRIER
WINDOW SCREEN
INTERIOR
EXTERIOR
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
ANCHOR SILL PER STRUCTURAL
C - CASEMENT
DRIP GROOVE; PER MANUFACTURERS
RECOMMENDATION
ALUMINUM WINDOW
AND FRAME AS SCHEDULED
PRE-CAST-CONCRETE SILL
EXISTING CONCRETE
FINISH COAT TO REMAIN
METAL STUD; SEE A-500
THERMAL BREAK PER MANUFACTURE
CONTNUOUS AIR/MOISTURE BARRIER
WINDOW SCREEN
W1
DOUBLE HUNG
W2
NOT USED
W4 EE
SLIDING
W5
AWNING
W6
DOUBLE HUNG
R E
E
L E
V A
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IO
N S
V A
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W3
DOUBLE HUNG
EQ EQ EQ
SHEET NOTES
1. WINDOW TYPES MARKED WITH AN 'EE' ARE EMERGENCY ESCAPE
OPENINGS SHALL MEET THE REQUIREMENTS OF INTERNATIONAL
RESIDENTIAL CODE (IRC R310) FOR EMERGENCY ESCAPE AND
RESCUE OPENINGS
a. CLEAR OPENING SHALL NOT BE LESS THAN 0.530M2
b. CLEAR HEIGHT SHALL NOT BE LESS THAN 610MM
c. CLEAR WIDTH SHALL NOT BE LESS THAN 508MM
d. SILL HEIGHT FROM GROUND SHALL NOT BE MORE THAN
1118MM
2. PROVIDED WINDOW SCREENS FOR ALL WINDOW TYPES.
3. ALL WINDOW DETAILS ARE A SIMPLE REPRESENTATION OF THE
WINDOWS AND FRAMES. MANUFACTURE DETAILS WILL BE
DIFFERENT.
4. ALL WINDOWS SHALL HAVE THERMAL BREAKS AND BE FLASHED
AND SEALED AT THE EXTERIOR WALLS.
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A-590 G3-53
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1 : 8E1
WINDOW HEAD DETAILS
1 : 8C1
WINDOW JAMB DETAILS
1 : 8A1
WINDOW SILL DETAILS
1 : 50G1
WINDOW ELEVATIONS
A
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GENERAL DOOR HARDWARE
SCHEDULE NOTES
1. HARDWARE ITEMS LISTED SHALL BE SELECTED TO
CONFORM WITH ACCESSIBILITY REQUIREMENTS OF THE
ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY
GUIDELINES FOR BUILDINGS AND FACILITIES.
2. CONTRACTOR SHALL FIELD VERIFY EXISTING EXTERIOR
WINDOW AND EXTERIOR DOOR SIZES (TO INCLUDE
FRAMES AND ROUGH OPENINGS), BEFORE ORDERING
NEW DOORS AND FRAMES.
3. NEW WINDOW, DOORS AND ASSOCIATED FRAMES SHALL
BE SIZED PER EXISTING OPENING.
4. NEW WINDOW, DOORS AND ASSOCIATED FRAMES SHALL
BE SIZED PER EXISTING OPENING. THIS INCLUDES THE
DOOR 102A & 110, AND WINDOW W1
5. RE: SPECIFICATION 08 71 00 FOR ADDITIONAL DOOR
HARDWARE INFORMATION.
6. COORDINATE EXACT CLEARANCE DIMENSIONS & DOOR
PANEL WIDTH IN ACCORDANCE WITH THE DOOR HINGE.
7. ALL WINDOWS SHALL HAVE TILT-IN FOR CLEANING
CAPABILITIES
8. SEE INTERIORS FINISH SCHEDULE FOR DOOR AND
WINDOW FRAME FINISH
9. ALL BATHROOM WINDOWS SHALL HAVE PATTERNED
GLASS; SEE SPECIFICATION 08 81 00
10. DESCRIPTION OF MORTISE LOCK SERIES 1000
F01 LATCH BOLT OPERATED BY LEVER FROM EITHER SIDE AT
ALL TIMES.
F02 LATCH BOLT OPERATED BY LEVER FROM EITHER SIDE.
DEAD BOLT OPERATED BY TURN FROM INSIDE AND BY
EMERGENCY RELEASE FROM OUTSIDE.
F04 LATCH BOLT OPERATED BY LEVER FROM EITHER SIDE
EXCEPT WHEN OUTSIDE LEVER IS MADE INOPERATIVE BY A
STOP OR MECHANICAL MEANS OTHER THAN KEY. WHEN
OUTSIDE LEVER IS LOCKED, LATCH BOLT IS RETRACTED BY
KEY FROM OUTSIDE OR BY OPERATING INSIDE LEVER.
AUXILIARY DEAD LATCH.
F07 LATCH BOLT OPERATED BY KEY FROM OUTSIDE OR BY
OPERATING INSIDE LEVER. OUTSIDE LEVER IS ALWAYS
INOPERATIVE. AUXILIARY DEAD LATCH.
F17 DEAD BOLT OPERATED BY KEY FROM OUTSIDE OR BY
TURN FROM INSIDE.
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SHEET ID
U.S. AIRFORCE
A-600 G3-53
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DOOR HARDWARE SCHEDULE1
DOOR # ROOM NAME
MORTISE LOCK HINGES CLOSER
SLIDING AND
FOLDING DOOR
HARDWARE ARCHITECTURAL HARDWARE
AUXILARY
HARDWARE THRESHOLDS
EDGE
SEALS
M
IN
S T
C R
A T
IN
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F U
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A
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P
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W
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O P
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D
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A N
D H
A N
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A N
D H
A N
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J
F L U
S H
P U
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P U
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S L
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IN
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D O
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L A
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W A
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H O
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D
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E A
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R B
D
O O
R S
W E
E P
100 FOYER ENTRY F04 1 2 3 1 1 1 1 1
100A FOYER/SCREEN ENTRY F04 1 2 3 1 1 1 1 1
100B FOYER DEAD LOCK F17 1
102 LINEN 1 2
103 BEDROOM PRIVACY F02 3 1 3
104 CLOSET CLOSET F01 3 1 2 1 3
105 LAUNDRY CLOSET F01 3 1 3
106 BATH PRIVACY F02 3 1 3
107 BEDROOM PRIVACY F02 3 1 3
108 CLOSET 1 2 3
109 MASTER
BEDROOM
PRIVACY F02 3 1 3
110 MASTER BATH PRIVACY F02 3 1 3
111 MASTER CLOSET CLOSET F01 3 1 3
116 HALLWAY ENTRY F04 1 2 3 1 1 1 1 1
116A HALLWAY/SCREEN ENTRY F04 1 2 3 1 1 1 1 1 1
117 PANTRY CLOSET F01 3 1
118 CLOSET CLOSET F01 3
120 EXTERIOR
STORAGE
STORAGE F07 3 1 1 1
121 MECHANICAL STORAGE F07 3 1 1 1
DOOR SCHEDULE1
DOOR
TAG ROOM NAME
DOOR
CORE
STC
RATING
FRAME
COMMENTS
SIZE
TYPE MAT TYPE MAT
DETAILS
W H T HEAD JAMB SILL
100 FOYER 900 2100 45 B AL RIGID INS AL A A A HARDWARE BY DOOR MANUFACTURER. INSULATED GLASS UNITS. GLAZING TO BE 5MM THICK. SEE SPECIFICATION 08 81 00
100A FOYER/SCREEN 900 2100 45 B AL N/A AL A A A NO GLAZING IN SCREEN DOOR
100B FOYER 1800 2100 45 C AL N/A AL B B B NO GLAZING IN SCREEN DOOR
102 LINEN 1200 2100 45 E WD LOUVER WD E E E
103 BEDROOM 900 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
104 CLOSET 1200 2100 45 E WD LOUVER WD E E E
105 LAUNDRY 750 2100 45 D2 WD LOUVER WD D D D
106 BATH 750 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
107 BEDROOM 900 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
108 CLOSET 1200 2100 45 E WD LOUVER WD E E E
109 MASTER BEDROOM 750 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
110 MASTER BATH 750 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
111 MASTER CLOSET 750 2100 45 D2 WD LOUVER WD D D D
116 HALLWAY 900 2100 45 B STL RIGID INS 1 HR AL A A A EXTERIOR DOOR ADJACENT TO STOREAGE ROOM SHALL BE 1 HOUR FIRE RATED - HARDWARE BY DOOR MANUFACTURER.
INSULATED GLASS UNITS. GLAZING TO BE 5MM THICK. SEE SPECIFICATION 08 81 00
116A HALLWAY/SCREEN 900 2100 45 B AL N/A AL A A A NO GLAZING IN SCREEN DOOR
117 PANTRY 750 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
118 CLOSET 750 2100 45 D1 WD SOLID CORE WD D D D PROVIDE 19MM DOOR UNDERCUT
120 EXTERIOR STORAGE 900 2100 45 A AL - AL C C C PROVIDE HINGES WITH NON-REMOVABLE PINS
121 MECHANICAL 750 2100 45 A AL - AL C C C PROVIDE HINGES WITH NON-REMOVABLE PINS
WINDOW SCHEDULE
SYMBOL
ROUGH OPENING
OPERATION GLAZING
DETAILS
REMARKS
WIDTH HEIGHT HEAD JAMB SILL
W1 900 1120 DOUBLE HUNG INSULATIING GLASS UNITS, LOW'E INSULATION GLASS. SEE NOTES BELOW A A A SEE SPECIFICATION 08 81 00
W3 750 1020 DOUBLE HUNG INSULATIING GLASS UNITS, LOW'E INSULATION GLASS. SEE NOTES BELOW A A A SEE SPECIFICATION 08 81 00
W4 EE 1800 1200 SLIDING INSULATIING GLASS UNITS, LOW'E INSULATION GLASS. SEE NOTES BELOW A A A SEE SPECIFICATION 08 81 00
W5 2410 1580 AWNING INSULATIING GLASS UNITS, LOW'E INSULATION GLASS. SEE NOTES BELOW A A A SEE SPECIFICATION 08 81 00
W6 1100 1100 DOUBLE HUNG INSULATIING GLASS UNITS, LOW'E INSULATION GLASS. SEE NOTES BELOW A A A SEE SPECIFICATION 08 81 00
WINDOW SCHEDULE NOTES:
FOR INSULATING GLASS UNITS (IGU), USE THE POLYCARBONATE OR LAMINATED GLASS FOR THE INNERMOST PANE AS A MINIMUM. FOR LAMINATED GLASS PROVIDE A GLAZING FRAME BITE IN ACCORDANCE WITH ASTM F 2248. FOR POLYCARBONATE PROVIDE A GLAZING FRAME BITE OF NO LESS THAN 1.5 TIMES THE POLYCARBONATE THICKNESS.
R
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A N
CONCRETE ROOF SLAB
RE: STRUCTURAL
RIGID INSULATION RSI 5.283 MIN. AT
ROOF SLAB AS SPECIFIED
9MM DIAMETER HANGER ROD
AT 900MM O.C. BOTH WAYS
RUNNER CHANNEL
METAL FURRING W/ CLIP AT 400 O.C.
HANGER BRACKET
GWB CEILING W/ PAINT FINISH;
RE: INTERIOR FINISH SCHEDULE
FACE OF WALL,
RE: INTERIOR FINISH SCHEDULE
UD CHANNEL FASTENED TO
PERIMETER WALL
200 MAX
CONCRETE ROOF SLAB
RE: STRUCTURAL
RIGID INSULATION RSI 5.283 MIN. AT
ROOF SLAB AS SPECIFIED
9MM DIAMETER HANGER ROD
AT 900MM O.C. BOTH WAYS
RUNNER CHANNEL
METAL FURRING W/ CLIP
HANGER BRACKET
GWB CEILING W/ PAINT FINISH
RE: INTERIOR FINISH SCHEDULE
100MM STUD
UD CHANNEL FASTENED TO STUDS
FULL LENGTH OF SOFFIT
12MM DEFLECTION SPACE WITH TRACK
100MM METAL DIAGONAL BRACING,
AS REQUIRED
S E
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CONCRETE ROOF SLAB
RE: STRUCTURAL
RIGID INSULATION RSI 5.283 MIN. AT
ROOF SLAB AS SPECIFIED
9MM DIAMETER HANGER ROD
AT 900MM O.C. BOTH WAYS
RUNNER CHANNEL
METAL FURRING W/ CLIP
HANGER BRACKET
GWB CEILING W/ PAINT FINISH
RE: INTERIOR FINISH SCHEDULE
100MM STUD
12MM DEFLECTION SPACE WITH TRACK
100MM METAL DIAGONAL BRACING,
AS REQUIRED
STEEL TRUSS
RE: STRUCTURAL
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1 : 10F1
GYP BOARD CEILING DETAIL
1 : 10D1
GYP BOARD SOFFIT DETAIL
1 : 10A1
GYP BOARD CEILING DETAIL
0 400 mm200
0 400 mm200
0 400 mm200
C
H A
N G
E H
A N
G E
R R
O D
B A
C K
D E
C
INSULATED METAL DOOR
AND FRAME AS SCHEDULED
FINISH FLOOR AS
SCHEDULED
EXISTING
CONCRETE SLAB
NEW STOOP; SEE
STRUCTURAL
A
CONCRETE FILL
THRESHOLD
INTERIOREXTERIOR
STORM DOOR AS SCHEDULED
DOOR SWEEP AND
THRESHOLD PER SECHEDULE
FRAME AS SCHEDULED
FLOOR FINISH AS
SCHEDULED
EXISTING CONCRETE
SLAB
DOOR AS SCHEDULED
D B
NOT USED ON H4
DOOR AS SCHEDULED
FINISH FLOOR AS
SCHEDULED
EXISTING
CONCRETE SLAB
C
CONCRETE FILL
INTERIOREXTERIOR
FRAME AS SCHEDULED
FLOOR FINISH AS
SCHEDULED
EXISTING CONCRETE
SLAB
DOOR AS SCHEDULED
E
ALUMINUM SLIDING DOOR
WITH INSECT SCREEN
FINISH FLOOR AS
SCHEDULED
EXISTING
CONCRETE SLAB
NEW PATIO
CONCRETE FILL AS
REQUIRED
INTERIOR
EXTERIOR
COMPRESSIBLE FILL
EXISTING CONCRETE
FINISH COAT TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
FILL METAL FRAME WITH
MINERAL FIBER OR FOAM
INSULATION
CONTINUOUS SEALANT
INSULATED METAL DOOR
AND FRAME AS SCHEDULED
EXISTING CONCRETE WALL
AND OPENING TO REMAIN
12.5MM GWB
A
ANCHOR PER MANUFACTURER
INTERIOR
EXTERIOR
METAL STUD; SEE A-500
STORM DOOR AS SCHEDULED
CONTIONUOUS ROOFING
AIR/MOISTURE BARRIER
C D
CONCRETE WALL
SEE STRUCTURAL
DOOR AND FRAME
AS SCHEDULED
20MM CHAMFER
SEALANT W/ BACKER
ROD, TYPICAL
NEW OR EXISTING PARTITION
AS SCHEDULED
SHIM AS REQUIRED
FINISH AS SCHEDULED
50MM WOOD TRIM
SEALANT EACH SIDE TYPICAL
15MM X 40MM STOP
WOOD DOOR AND FRAME
AS SCHEDULED
E
NEW OR EXISTING
PARTITION AS SCHEDULED
SHIM AS REQUIRED
FINISH AS SCHEDULED
50MM WOOD TRIM
SEALANT EACH SIDE
TYPICAL
50MM WOOD NAILER
WOOD DOOR AND FRAME
AS SCHEDULED
EXISTING CONCRETE
FINISH COAT TO REMAIN
INTERIOR
EXTERIOR
B
NOT USED ON H4
INTERIOR
EXTERIOR EXISTING CONCRETE SKIM
FINISH TO REMAIN
RIGID INSULATION PER
PARTITION CONSTRUCTION
CONTINUOUS SEALANT
FINISHED AS SCHEDULED
ANCHOR PER MANUFACTURER
ALUMINUM SLIDING…
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