W912HN-17-B-0001_AMD2.pdf
PDF 1 MB Posted
- Attached to
- CIDC Company Operations Facility Federal contract opportunity
- Solicitation number
- W912HN-17-B-0001
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Amd 2 Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| amd3.pdf | ||
| 17B01vol1.PDF | ||
| amd2.pdf | ||
| 17B01vol2.PDF | ||
| 17B01vol1.PDF | ||
| amd1.pdf | ||
| W912HN-17-B-0001_AMD1.pdf | ||
| 17B01vol1.PDF | ||
| 17B01vol2.PDF | ||
| W912HN-17-B-0001.pdf | ||
| 17B01vol3.PDF | ||
| 17B01vol1.PDF |
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Text version
01 FLOOR
0' - 0"
TOP OF STEEL
12' - 10"
T.O.F -2' - 0"
87' - 7 1/2"
4' - 0" 4' - 0" 6' - 4" 3' - 4" 6' - 4"
S-305
S-305
DOUBLE STUDS BACK TO
BACK UNDER ALL TRUSS
LOCATIONS 600S162-54
LATERAL FRAME CHORD SEE 1/S-306.
TRUSS LOCATIONS SHALL NOT
COINCIDE WITH FRAME CHORDS.
6" LOAD BEARING STUDD
600S162-54 @ 16" OC MAX
TYP. TRUSS CL
14' - 10 1/8"
43' - 1 3/4"
TRACK 600T125-54
LOUVER OPENING BOX HEADER
(2)1000S-162-54
2' - 8 3/8"
01 FLOOR
0' - 0"
TOP OF STEEL
12' - 10"
T.O.F -2' - 0"
87' - 7 1/2"
S-306
4' - 0" 4' - 0"
DOUBLE STUDS BACK TO
BACK UNDER ALL TRUSS
LOCATIONS 600S162-54
LATERAL FRAME CHORD SEE 1/S-306.
TRUSS LOCATIONS SHALL NOT
COINCIDE WITH FRAME CHORDS.
6" LOAD BEARING STUDD
600S162-54 @ 16" OC MAX
TYP. TRUSS C
14' - 9 7/8"
43' - 1 3/4"
TRACK 600T125-54
1 1 1
1 1
SHEET ID
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Plan North Wall Section1
Plan South Wall Section2
NOTE:
1. UNLESS NOTED OTHERWISE ALL
BOX HEADERS AT TRUSS BEARING
ELEVATION SHALL CONSIST OF
(2)1200S162-97.
2. STIFFEN HEADERS AT BEARING END
WITH 600S162-54 STUD.
3. ALL TOP AND BOTTOM TRACK SHALL
BE STIFFENED WITH 54 MIL STUD.
4. ALL WINDOW AND DOOR TRACK SHALL
MATCH TOP AND BOTTOM WALL
TRACK.
5. UNLESS NOTED OTHERWISE HEADERS
ABOVE OPENINGS (WINDOWS, DOORS
ECT.) SHALL CONSIST OF (2) 600S162-54
NOTE:
1. UNLESS NOTED OTHERWISE ALL
BOX HEADERS AT TRUSS BEARING
ELEVATION SHALL CONSIST OF
(2)1200S162-97.
2. STIFFEN HEADERS AT BEARING END
WITH 600S162-54 STUD.
3. ALL TOP AND BOTTOM TRACK SHALL
BE STIFFENED WITH 54 MIL STUD.
4. ALL WINDOW AND DOOR TRACK SHALL
MATCH TOP AND BOTTOM WALL
TRACK.
5. UNLESS NOTED OTHERWISE HEADERS
ABOVE OPENINGS (WINDOWS, DOORS
ECT.) SHALL CONSIST OF (2) 600S162-54
HEADER
(2) 600S162-54
(SEE NOT 5)
TOP OF STEEL
12' - 10"
T.O.F -2' - 0"
9' - 8" 4' - 0" 4' - 0" 4' - 0"
S-305
S-305
DOUBLE STUDS BACK
TO BACK UNDER ALL
TRUSS LOCATIONS
600S162-54
LATERAL FRAME CHORD SEE 1/S-306.
TRUSS LOCATIONS SHALL NOT
COINCIDE WITH FRAME CHORDS.
6" LOAD BEARING STUDD
600S162-54 @ 16" OC MAX
TYP. TRUSS CL
TRACK 600T125-54
DOOR HEADER
(2)1200S162-97)
(2) 600S162-54 (SEE NOTE 5)
01 FLOOR
0' - 0"
TOP OF STEEL
12' - 10"
T.O.F -2' - 0"
59' - 7 1/4"
DOUBLE STUDS BACK TO
BACK UNDER ALL TRUSS
LOCATIONS 600S162-54
LATERAL FRAME CHORD SEE 1/S-306.
TRUSS LOCATIONS SHALL NOT
COINCIDE WITH FRAME CHORDS.
6" LOAD BEARING STUDD
600S162-54 @ 16" OC MAX
TYP. TRUSS C
TRACK 600T125-54LOUVER
OPENING
BOX HEADER
(2)1000S162-97
BOX HEADER
(2)1200S162-97
(2) 600S162-54 (SEE NOTE 5)
L
SHEET ID
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Plan East Wall Section1
Plan West Wall Section2
BOX HEADER
(2)1200S162-97
NOTE:
1. UNLESS NOTED OTHERWISE ALL
BOX HEADERS AT TRUSS BEARING
ELEVATION SHALL CONSIST OF
(2)1200S162-97.
2. STIFFEN HEADERS AT BEARING END
WITH 600S162-54 STUD.
3. ALL TOP AND BOTTOM TRACK SHALL
BE STIFFENED WITH 54 MIL STUD.
4. ALL WINDOW AND DOOR TRACK SHALL
MATCH TOP AND BOTTOM WALL
TRACK.
5. UNLESS NOTED OTHERWISE HEADERS
ABOVE OPENINGS (WINDOWS, DOORS
ECT.) SHALL CONSIST OF (2) 600S162-54
NOTE:
1. UNLESS NOTED OTHERWISE ALL
BOX HEADERS AT TRUSS BEARING
ELEVATION SHALL CONSIST OF
(2)1200S162-97.
2. STIFFEN HEADERS AT BEARING END
WITH 600S162-54 STUD.
3. ALL TOP AND BOTTOM TRACK SHALL
BE STIFFENED WITH 54 MIL STUD.
4. ALL WINDOW AND DOOR TRACK SHALL
MATCH TOP AND BOTTOM WALL
TRACK.
5. UNLESS NOTED OTHERWISE HEADERS
ABOVE OPENINGS (WINDOWS, DOORS
ECT.) SHALL CONSIST OF (2) 600S162-54
TOP OF STEEL
12' - 10"
DOUBLE STUDS UNDER
AT ALL TRUSS LOCATIONS
600S162-54
6" LOAD BEARING STUDD
600S162-54 @ 16" OC MAX
TYP. TRUSS C TRACK 600T125-54L
57' - 0"
01 FLOOR
0' - 0"
TOP OF STEEL
12' - 10"
10' - 11" 14' - 7 1/8"
DOUBLE STUDS BACK TO
BACK UNDER AT ALL TRUSS
LOCATIONS 600S162-54
6" LOAD BEARING STUD
600S162-54 @ 16" OC MAX
TYP. TRUSS C TRACK 600T125-54
L
TRACK 600T125-54
01 FLOOR
0' - 0"
TOP OF STEEL
12' - 10"
DOUBLE STUDS UNDER
AT ALL TRUSS LOCATIONS
600S162-54
6" LOAD BEARING STUDD
600S162-54 @ 16" OC MAX
TYP. TRUSS C
TRACK 600T125-54
3' - 4" 6' - 1 7/8" 3' - 4" 4' - 10" 5' - 0 1/8" 5' - 1 1/4" 3' - 4"
L BOX HEADER
1200S162-97
SHEET ID
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Section "A" Interior Load Bearing North Wall1
Section "B" Interior Load Bearing North Wall2
Section Interior Wall South3
NOTE:
1. UNLESS NOTED OTHERWISE ALL
BOX HEADERS/LINTELS CONSIST
OF (2)1200S162-97.
2. STIFFEN BOX HEADERS AT BEARING
ENDS WITH 600S162-54 STUD.
3. ALL TOP AND BOTTOM TRACK SHALL
BE STIFFENED WITH 54 MIL STUD.
4. ALL WINDOW AND DOOR TRACK SHALL
MATCH TOP AND BOTTOM WALL
TRACK.
5. NON-LOADBEARING COLD
FORM FRAMING CONTINUES
TO UNDERSIDE OF DECK IN
SOME LOCATIONS. SEE
ARCHITECTURAL SHEETS A-510
AND A-511 FOR DETAILS.
FRAMING SHOWN ON THIS SHEET
IS STRUCTURAL LOAD BEARING
WALLS ONLY AND TERMINATE AT
ELEV. 12'-10".
NOTE:
1. NON-LOADBEARING COLD FORM FRAMING
CONTINUES TO UNDERSIDE OF DECK IN SOME
LOCATIONS. SEE ARCHITECTURAL SHEETS
A-510 AND A-511 FOR DETAILS. FRAMING
SHOWN ON THIS SHEET IS STRUCTURAL
LOAD BEARING WALLS AND TERMINATE AT ELEV.
12'10".
NOTE:
1. NON-LOADBEARING COLD
FORM FRAMING CONTINUES
TO UNDERSIDE OF DECK IN
SOME LOCATIONS. SEE
ARCHITECTURAL SHEETS A-510
AND A-511 FOR DETAILS.
FRAMING SHOWN ON THIS SHEET
IS STRUCTURAL LOAD BEARING
WALLS AND TERMINATE AT ELEV.
12'-10".
TOP OF STEEL
12' - 10"
T.O.F -2' - 0"
10' - 0"
CRIPPLE STUDS SAME
SIZE AND SPACING AS
WALL STUDS
JAMB STUDS
(2)600S162-54 (50KSI) KING STUDS
(2)600S162-54 (50KSI) JACK POST
FOR ATTACHMENT SEE DETAILS
S501
BOX HEADER
1200S162-97
SEE DETAILS S502
8'
8"
BOX HEADER
1200S162-97
SEE DETAILS S502
01 FLOOR
0' - 0"
TOP OF STEEL
12' - 10"
5' - 4"
CRIPPLE STUDS SAME
SIZE AND SPACING AS
WALL STUDS
KING STUDS
(2)600S162-54 (50KSI)
JACK POST
(2)600S162-54 (50KSI)
FOR ATTACHMENT
SEE DETAILS S501
BOX HEADER
1200S162-97
SEE DETAILS S502
9'
2"
BOX HEADER
600S162-54
SEE DETAILS S502
01 FLOOR
0' - 0"
TOP OF STEEL
12' - 10"
T.O.F -2' - 0"
4' - 0"
CRIPPLE STUDS SAME
SIZE AND SPACING AS
WALL STUDS
JAMB STUDS
(2)600S162-54 (50KSI) KING STUDS
(2)600S162-54 (50KSI) JACK POST
FOR ATTACHMENT SEE DETAILS
S501
BOX HEADER
1200S162-97
SEE DETAILS S502
6'
6"
BOX HEADER
600S162-54
SEE DETAILS S502
01 FLOOR
0' - 0"
TOP OF STEEL
12' - 10"
9' - 8"
9'
8"
JAMB STUDS
(2)600S162-54 (50KSI) KING STUDS
(2)600S162-54 (50KSI) JACK POST
FOR ATTACHMENT SEE DETAILS
S501
CRIPPLE STUDS SAME
SIZE AND SPACING AS
WALL STUDS
BOX HEADER
1200S162-97
SEE DETAILS S502
BOX HEADER
1200S162-97
SEE DETAILS S502
01 FLOOR
0' - 0"
TOP OF STEEL
12' - 10"
T.O.F -2' - 0"
6' - 4"
CRIPPLE STUDS SAME
SIZE AND SPACING AS
WALL STUDS
JAMB STUDS
(2)600S162-54 (50KSI) KING STUDS
(2)600S162-54 (50KSI) JACK POST
FOR ATTACHMENT SEE DETAILS
S501
BOX HEADER
1200S162-97
SEE DETAILS S502
BOX HEADER
600S162-54
SEE DETAILS S502
01 FLOOR
0' - 0"
TOP OF STEEL
12' - 10"
T.O.F -2' - 0"
SHEET ID
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TYP. 10 FT DOOR FRAMING1 TYP. 5'-4" DOOR FRAMING2
TYP. 4 FT WINDOW FRAMING5TYP. 9'-8" DOOR FRAMING4
TYP. 6'-4" DOOR FRAMING3
TYP. 3'-4 DOOR FRAMING6
BOX HEADER
1200S162-97
SEE DETAILS S502
JAMB STUDS
(2)600S162-54 (50KSI) KING STUDS
(2)600S162-54 (50KSI) JACK POST
FOR ATTACHMENT SEE DETAILS
S501
CRIPPLE STUDS SAME
SIZE AND SPACING AS
WALL STUDS
NOTE:
SEE PLAN FOR
TRUSS BEARING
LOCATIONS.
NOTE:
SEE PLAN FOR
TRUSS BEARING
LOCATIONS.
NOTE:
SEE PLAN FOR
TRUSS BEARING
LOCATIONS.
NOTE:
SEE PLAN FOR
TRUSS BEARING
LOCATIONS.
NOTE:
SEE PLAN FOR
TRUSS BEARING
LOCATIONS.
NOTE:
SEE PLAN FOR
TRUSS BEARING
LOCATIONS.
TRACK 600T125-54 TRACK 600T125-54 TRACK 600T125-54
TRACK 600T125-54
TRACK 600T125-54 TRACK 600T125-54
BOX HEADER
600S162-54
SEE DETAILS S502
SIMPSON SUBH3.25 AT EACH STUD,
ATTACHED TO CRC W/ (2) #10-16 SCREWS
150U50-54 (50KSI)
U-CHANNEL (CRC)
1200S AND 1000S BEARING HEADER CONNECTIONS:
600T125-54 (33ksi) RUNNER TRACK ATTACHED TO FULL
HEIGHT JAMB STUD W/ (9) #10-16 SCREWS TO JAMB AND (5)
#10-16 SCREWS TO HEADER @ EACH FLANGE
600S HEADER:
. 600T125-54 (33ksi) RUNNER TRACK ATTACHED TO FULL
HEIGHT JAMB STUD W/ (6) #10-16 SCREWS TO JAMB AND (3)
#10-16 SCREWS TO HEADER @ EACH FLANGE
MATCH TOP TRACK
CONT. TOP TRACK , SEE ELEVATIONS
FOR MEMBER SIZE
ATTACH TOP AND BOTTOM TRACK TO
STUDS W/ (2) #10-16 SCREWS @ 16" O.C.
TRUSS BEARING HEADER (2)
UNPUNCHED STUDS, SIZE AND
GAUGE AS SPECIFIED ON ELEV.
HEADER
CONNECTION
2"x2"x14 GA CLIP ANGLES
1/2" LESS THAN STUD WIDTH
W/ (3) #10-16 SCREWS EACH
LEG AS SHOWN BELOW
TIED JAMB STUDS,
SEE 4/SF501 FOR
FASTENING DETAIL
(1) #10-16 SCREW EACH
FLANGE, TOP AND BOTTOM
OF CRIPPLE STUD
TIED JAMB STUDS
W/ JACK POST,
SEE 4/SF501 FOR
FASTENING DETAIL
MATCH TOP TRACK
CRIPPLE STUD, SEE ELEVATION
FOR MEMBER SIZE
OPENING HEADER (2) UNPUNCHED STUDS,
SIZE AND GAUGE AS SPECIFIED ON ELEV.
ATTACH TOP AND BOTTOM TRACK TO
STUDS W/ (2) #10-16 SCREWS @ 16" O.C.
2"x2"x14 GA CLIP ANGLES
1/2" LESS THAN STUD WIDTH
W/ (3) #10-16 SCREWS EACH
LEG AS SHOWN BELOW
TIED JAMB STUDS
W/ JACK POST
BYPASSING SILL,
SEE 4/SF501 FOR
FASTENING DETAIL
WINDOW SILL TRACK,
SEE ELEVATION FOR
MEMBER SIZE
CRIPPLE STUD, SEE ELEVATION
FOR MEMBER SIZE
(1) #10-16 SCREW EACH FLANGE,
TOP AND BOTTOM OF CRIPPLE STUD
SHEET ID
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LATERAL BRACING3HEADER OPENING DETAIL1 WINDOW SILL DETAIL2
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NOTE:
1. PROVIDE LATERAL BRACING @ 4 FT C/C
8"X 5/16" CONTINOUS PLATE
L3X2X3/8" @ 12" C TO C
HSS 8X3X3/8"
L7X4X3/8"
1/4" 1/4"
0'
1/
4"
NOTE:
1. SEE ARCHITECTURAL
DRAWINGS FOR COMPONENT
PLACMENT AND LIGHT GUAGE
FRAMING DETAILS.
TOP OF HSS
12'-3 3/16"
STEEL ANGLE LINTEL
2 LAYERS 30# BLDG
FELT ON TOP AND
BOTTOM OF
HORIZONTAL ANGLE
LEG FOR LENGTH
OF BEARING
ELEVATION AT
BRICK VENEER
CONTROL JOINT
BOT/ LINTEL
SEE ARCH
STEEL ANGLE LINTEL
SCHEDULE FOR BRICK VENEER
CLEAR SPAN ANGLE SIZE
0'-0" - 6'-4" L4x4x3/8
NOTES:
1. PROVIDE 8" BEARING EACH END OF ANGLE. DO NOT USE BLDG FELT AT
NON-CONTROL JOINT LOCATIONS.
2. FOR EXACT SIZE AND LOCATION OF ALL WALL OPENING, COORDINATE WITH
ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS.
3. STEEL ANGLE LINTEL SCHEDULE APPLIES ONLY TO ANGLE LINTELS NOT
OTHERWISE SHOWN ON THE DRAWINGS.
4. STEEL ANGLE LINTELS IN EXTERIOR WALLS SHALL BE HOT-DIPPED
GALVANIZED.
BRG
0' - 8"CLEAR SPAN
TYPICAL
SECTION AT
OPENINGS
SEE ARCH DWGS
BRICK VENEER
CONTROL JOINT
STEEL ANGLE LINTEL -
SEE SCHEDULE
RIGID INSULATION AND
WALL FRAMING - SEE ARCH
BRICK VENEER -
SEE ARCH
6'-4" - 10'-0" L7x4x7/16
NOTE: HEADER ANGLE NOT SHOWN. SEE
ARCHITECTURAL DRAWINGS FOR DETAILS.
SHEET ID
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US Army Corps of Engineers ®
D
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TYP. HSS STUD SUPPORT @ ENTRY WAY (FRONT SECTION)1
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TYPICAL LOOSE BRICK ANGLE LINTEL DETAIL2
T.O.F -2' - 0"
EXPANSION JOINT SLAB-ON-GRADE, SEE
PLAN FOR THICKNESS
& REINFORCEMENT
TCE VAPOR INTRUSION
BARRIER
4" CAPILLARY BARRIER
SEE SCHEDULE
SE
E
SC
H
ED
U
LE
MATCH WITH FOOTING
REINFORCEMENT
LONGITUDINAL BARS
SEE SCHEDULE
TRANSVERSE BARS
SEE SCHEDULE
#4 BAR CONT.
H
W
01 FLOOR
0' - 0"
T.O.F -2' - 0"
EXPANSION JOINT
SLAB-ON-GRADE, SEE
PLAN FOR THICKNESS
& REINFORCEMENT
TCE VAPOR INTRUSION
BARRIER
4" CAPILLARY BARRIER
MATCH WITH FOOTING
REINFORCEMENT
TOP BARS
SEE SCHEDULE
BOTTOM BARS
SEE SCHEDULE
SEE SCHEDULE
SE
E
SC
H
ED
U
LE
INSULATION
CONCRETE STEM WALL
BRICK
GROUT BELOW GRADE
W OR L
H
01 FLOOR
0' - 0"
TCE VAPOR INTRUSION
BARRIER
4" CAPILLARY
BARRIER
SLOPE SLAB TO
DRAIN (SEE FOUNDATION PLAN
FOR DRAIN ELEVATIONS)
SEE ARCHITECTURAL FOR
FLOOR COVERING AND
GROUT REQUIREMENTS
INTERIOR WALL
BEYOND
0'
1/
2"
0'
1/
2"
01 FLOOR
0' - 0"
T.O.F -2' - 0"
EXTERIOR CONCRETE
SLAB
SLAB SEE PLAN
SEE SCHEDULE
SE
E
SC
H
ED
U
LE
SEE TYPICAL STEEL DETAILS
FOR ADDITIONAL INFORMATION
ON BASE PLATE AND ANCHOR
RODS.
TCE VAPOR INTRUSION
BARRIER
4" INCH CAPILLARY
BARRIER
LONGITUDINAL
BARS (SEE SCHEDULE)
TRANSVERSE BARS
(SEE SCHEDULE)
#5 BAR SPACED 12" C/C
#5 BAR SPACED AT 12" C/C
HSS 4X4X3/8"
#4 BAR CONT.
H
W
3' - 6"
1'
0"
0'
4"
1' - 4"
EXPANSION JOINT
12"X12"X1/2" STEEL
PLATE
NOTES:
1. POSITION DOWELS PERPENDICULAR TO
JOINT AND PARALLEL TO TOP OF SLAB.
2. SUPPORT DOWELS INDEPENDENTLY
OF REINFORCEMENT.
NEW POUR PREVIOUS POUR
1/8" RADIUS TOOLED
EDGE, (TYP)
3/4"Ø x 16" LONG SMOOTH
DOWEL AT 12" O.C.
CENTERED IN SLAB AND
COATED TO PREVENT BOND CONCRETE
SLAB-ON-GRADE
APPLY CURING COMPOUND
ALONG ENTIRE FACE OF
PREVIOUS POUR TO PREVENT
BOND
F.F.
T/
T/
T
4" CAPILLARY
BARRIER
10 MIL VAPOR RETARDERCOMPACTED
SUBGRADE
CONCRETE
SLAB-ON-GRADE
F.F.
4" CAPILLARY
BARRIER
10 MIL VAPOR RETARDERCOMPACTED
SUBGRADE
SAWCUT JOINT,
DEPTH EQUAL TO 1/4
OF SLAB THICKNESS
AND CUTS MADE WITHIN 8
HOURS OF PLACEMENT
1/8" 01 FLOOR
0' - 0"
T.O.F -2' - 0"
#3 B
AR
/4 " C
/C
#5 BAR
SIMPSON S/HD10S
OR EQUIVALENT
#3 TIES TYP.
#5 BAR
16"X16" PEDESTAL
ANCHOR BAR REINFORCMENT
PROVIDE (2) #4 BARS EACH SIDE
OF CAST IN PLACE STUD (IN AND
OUT OF THE PAGE)3' - 0"
1'
0"
01 FLOOR
0' - 0"
COLD FORMED
STEEL STUD
SLAB SEE
FOUNDATION
PLAN
1'
0"
CL
4" CAPILLARY
BARRIER
TCE VAPOR
INTRUSION BARRIER
2' - 0"
SHEET ID
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D B
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US Army Corps of Engineers ®
D
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B
A
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O
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C O
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WALL FOOTING AT EXTERIOR DOOR OPENINGS1 TYPICAL WALL SECTION2 SLAB DEPRESSION AT SLOPED DRAIN3
WALL FOOTING AT ENTRY5
NOTE:
1. SEE SCHEDULES FOR FOOTING DIMENSIONS
2. FOR DETAIL DIMENSIONS NOT SHOWN ON
SCHEDULES SEE FOUNDATION PLAN FOR
DIMENSIONS.
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NOTE:
1. SEE PLAN FOR SLAB THICKNES
2. SEE PLAN FOR RECESS LOCATION
DIMENSIONS.
3. FOUNDATION DETAILS NOT TO SCALE.
TYPICAL SOG DOWELED CONSTR JOINT DETAIL (DCJ)6 TYPICAL SOG SAWED JOINT DETAIL (SJ)7
SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"
SCALE: 3/4"=1'-0"FRAME PEDESTAL & FOOTING (CF-3.0)8
Section 94
CL
TRANSVERSE DIR.
#5 BAR @ 12" C/C
LONGITUDINAL. DIR
(3) #4 BAR
N
B
EQ
EQ
EQ EQ
0' - 2"
0'
2"
ANCHOR RODS PER
COLUMN SCHEDULE
3/8"
6" M
IN
IM
U M
NON SHRINK GROUT
T/FOOTING
ANCHOR ROD PER SCHEDULE
BASE PLATE WITH OVERSIZED HOLE
MINIMUM ANCHOR
ROD PROJECTION
NOMINAL GROUT
THICKNESS PER
SCHEDULE A
MINIMUM EMBEDMENT
LENGTH PER 2/S-602
3" M
IN
B/FOOTING
T/FOOTING
SCHEDULE A
ANCHOR
ROD DIA.
BASE PLATE
HOLE DIA.
MIN.
WASHER
SIZE
MIN.
WASHER
THICKNESS
MIN PROJ.
ABOVE
BASE PLATE
NOMINAL
GROUT
THICKNESS
SHEET ID
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4/21/2017 9:38:47 AM
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TYPICAL BASE PLATE1 TYPICAL BASE PLATE ELEVATION2 TYPICAL ANCHOR ROD DETAIL3
3/4" 1-5/16"" 2" 1/4" 1 1/4" 1 1/2"
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NOTE:
1. AFTER FINAL COLUMN AND BEAM PLACEMENT ALL BASE PLATE BOLT WASHERS
SHALL BE SECURED TO THE BASE PLATE USING 1/4" WELDS.
NOTE:
1. DETAIL SHOWN FOR MINIMUM EMBEDMENT
ONLY. SEE PLAN AND DETAILS FOR SPECIFIC
LOCATIOIN AND COVER REQUIREMENTS.
1/2" PLATE
FINISHED_FLOOR
0"
1'-2 1/2"
STANDING SEAM METAL ROOFING
OVER NAILBASE INSULATION R 15 MINIMUM
OVER R10 MINIMUM POLYISOCYANURATE
INSULATION WITH ALL JOINTS STAGGERED
(TOTAL R VALUE R 25 MINIMUM)
PVC TRIM
LINEAR METAL SOFFIT PANELS
WITH CLOSURE TRIM
PVC TRIM
16 INCH DIAMETER FRP COLONIAL
COLUMN, CAP AND BASE
(NON STRUCTURAL) TYPICAL
6 INCH LIGHT GAUGE STEEL
ROOF RAFTERS AT 24" O.C.
SEE STRUCTURAL
STEEL TUBE BEAM AND HANGER
SEE STRUCTURAL
6 INCH THICK STEEL STUD
FRAMING AT 24 INCHES O.C.
PVC FRIEZE BOARD
4 INCH NOMINAL FACE BRICK
RUNNING BOND WITH
ADJUSTABLE BRICK TIES AT
16 INCHES O.C. EACH WAY
(UNLESS OTHERWISE NOTED
OR SHOWN)
2 INCH THICK CAVITY WALL
MINERAL WOOL INSULATION
BOARD R8 MINIMUM
CONTINUOUS LIQUID APPLIED
CLASS II VAPOR RETARDER/
VAPOR SEMI-IMPERMEABLE
AIR/WEATHER RESISTIVE
BARRIER
CEILING AS SPECIFIED WITH
SUSPENSION SYSTEM
BRICK SOLDIER COURSE
PREFINSHED ALUMINUM
STOREFRONT WITH 1 INCH
THICK INSULATED GLAZING
AS SPECIFIED
EXTERIOR RECESSED WALKOFF MAT
RECESSED WALKOFF MAT
POURED CONCRETE FLOOR
SLAB SEE STRUCTURAL
RADON/VAPOR BARRIER
WRAPPED UP AND SEALED
TO THE EXTERIOR FACE
OF THE POURED CONCRETE
SLAB
2'-8" 3'-8"
1/ 2"
1/8" / 12"
SLOPED SLABLEVEL SLAB
TOS AT PORCH
12'-3 3/16"
2 1/2"
1' -2
WEEP VENTS 24"O.C. ALIGN WITH
VENTS AT BASE OF WALL
10 INCH LIGHT GAUGE STEEL
BOX HEADER. SEE STRUCTURAL
FILL CAVITY WITH FULL THICKNESS
MINERAL WOOL BOARD INSULATION
FOR A MINUM OF 24 INCHES IN DEPTH
2'-0"
FINISHED_FLOOR
0"
TOS AT PORCH
12'-3 3/16"
4"
12"
2 1/2"
8" 2'
-8
8' -2
1/
1' -2
1'
-4
/8
'-8
FINISHED GRADE
FOUNDATION- SEE STRUCTURAL DRAWINGS
ALUMINUM GUTTER (CONTINUOUS)
PVC FASCIA
LINEAR METAL SOFFIT PANELS WITH
CLOSURE TRIM
PVC FRIEZE BOARD
4 INCH NOMINAL FACE BRICK RUNNING BOND
WITH ADJUSTABLE BRICK TIES AT 16 INCHES O.C.
EACH WAY (UNLESS OTHERWISE NOTED OR
SHOWN)
2 INCH THICK CAVITY WALL MINERAL WOOL
INSULATION BOARD R8 MINIMUM
CONTINUOUS LIQUID APPLIED CLASS II VAPOR
RETARDER/VAPOR SEMI IMPERMEABLE
AIR/WEATHER RESISTIVE BARRIER
ONE LAYER OF 5/8 INCH THICK GLASS MAT
SHEATHING ON 6 INCH STEEL STUDS AT 16
INCHES ON CENTER
R 13 BATT INSULATION
ONE LAYER OF 5/8 INCH THICK
GLASS MAT WALL BOARD
CAST STONE BAND (CONTINUOUS)
MORTAR NET
THROUGH WALL FLASHING WITH
VENT WEEPS AT 24 INCHES O.C.
GROUT SOLID
LIGHT GAUGE STEEL ROOF
TRUSSES SEE STRUCTURAL
CEILING AS SPECIFIED WITH
SUSPENSION SYSTEM
SET STUD TRACK ON TWO ROWS
OF CONTINUOUS SEALANT
CONTINUOS SEALANT EACH FACE
1/2 INCH THICK PREMOLDED JOINT FILLER
POURED CONCRETE FLOOR SLAB
SEE STRUCTURAL
RADON/VAPOR BARRIER- WRAPPED UP
SLAB EDGE ON 4 INCH THICK CAPILLARY
WATER BARRIER. SEAL TO INTERIOR
FACE OF FOUNDATION WALL
1'-4 1/4"
STANDING SEAM METAL ROOFING
OVER NAILBASE INSULATION R 15 MINIMUM
OVER R10 MINIMUM POLYISOCYANURATE
INSULATION WITH ALL JOINTS STAGGERED
(TOTAL R VALUE R 25 MINIMUM)
A-500
WEEP VENTS 24" O.C. ALIGN WITH VENTS
AT BASE OF WALL
SHEET ID
D R
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. A R
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C O
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PS
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D B
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US Army Corps of Engineers ®
D
C
B
A
C
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O
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C O
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Sa va nn ah
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WALL SECTION 22 0
SCALE: 3/4"=1'-0"
12 20
SCALE: 3/4"=1'-0"
12 2WALL SECTION 11
1. USE 5/8" GLASS MAT GYP BD AT ALL LOCATIONS
WHERE TILE IS TO BE USED AND CEMENT BD WITH
MEMBRANE AT ALL WET AREAS. REFERENCE FINISH
SCHEDULE FOR TILE LOCATIONS. THESE
REQUIREMENTS ARE IN ADDITION TO TYPE 'X'
REQUIREMENT AT RATED WALLS.
2. USE HIGH IMPACT GYP BD IN SUSPECT WAITING
ROOM 124.
3. SEE FINISH SCHEDULE FOR LOCATIONS WHERE
FIRE RETARDANT TREATED PLYWOOD ON GYP BD
WALL SURFACES ARE REQUIRED. THESE
REQUIREMENTS ARE IN ADDITION TO TYPE 'X'
REQUIREMENT AT RATED WALLS.
4. ALL FIRE RATED ASSEMBLIES SHALL COMPLY
WITH APPLICABLE UL DESIGN NUMBER FOR RATING
INDICATED.
5. METAL STUD SPACING FOR PARTITIONS WILL BE
MAXIMUM 16" O.C. AT ALL LOCATIONS TO RECEIVE
CERAMIC TILE WALL FINISH AND MAXIMUM 24" O.C. AT
ALL OTHER LOCATIONS U.N.O.
6. ALL WALLS FORMING THE PERIMETER OF THE
BUILDING ENVELOPE SHALL BE EXTENDED TO THE
UNDERSIDE OF THE ROOF DECK AND SEALED AT
TOP AND BOTTOM ON BOTH SIDES OF WALL.
7. SOME STUD WALLS WILL CONTAIN PLUMBING AND
MAY REQUIRE CUTTING, SPLICING, AND
REINFORCING OF THE STUDS. REFER TO
MECHANICAL FOR PLUMBING LOCATIONS AND
STRUCTURAL FOR STUD FRAMING REQUIREMENTS.
STRUCTURAL INTEGRITY OF STUDS MUST BE
MAINTAINED.
8. MINIMUM GAUGE OF INTERIOR STUDS SHALL BE
AS FOLLOWS U.N.O.:
20 GA. FOR NON-LOADBEARING PARTITIONS UP TO
17-FT ABOVE SLAB
-- 16 GA. MIN. FOR 20-FT ABOVE SLAB
-- 12 GA. MIN. FOR 24-FT
- REFERENCE SPECIFICATIONS FOR MINIMUM GAUGE
OF STUDS AT HEADERS AND OPENINGS
9. PROVIDE SOLID BLOCKING AT ALL WALL-
MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO
TOILET ACCESSORIES, WALL STOPS, AND FIXTURES.
10. ALL PENETRATIONS INTO STC RATED AREAS
(WALLS, CEILINGS, FLOORS) SHALL BE SEALED
BOTH SIDES.
11. WHERE NO CEILING IS SCHEDULED, EXTEND
WALL TO UNDERSIDE OF DECK U.N.O.
CEILING
PLAN
BASE
ROOF DECK
CONTINUOUS FIRE/SMOKE
STOP SEALANT BOTH SIDES
DEFLECTION TRACK
SCHEDULED CEILING
ONE LAYER 5/8" GYPSUM WALL
BOARD EACH FACE
3 5/8" METAL STUDS AT 16" O.C.
UNLESS OTHERWISE NOTED
CONTINUOUS FIRE/SMOKE
STOP SEALANT BOTH SIDES
TOP OF STRUCTURAL
SLAB
CONTINUOUS RUNNER
CERAMIC TILE WHERE SCHEDULED
PARTITION TYPE 'A'-
NON FIRE RATED PARTITION,
CEILING
PLAN
BASE
SCHEDULED CEILING
ONE LAYER 5/8" GYPSUM WALL
BOARD EACH FACE
3 5/8" METAL STUDS AT 16" O.C.
UNLESS OTHERWISE NOTED
CONTINUOUS FIRE/SMOKE
STOP SEALANT BOTH SIDES
TOP OF STRUCTURAL
SLAB
CONTINUOUS RUNNER
CERAMIC TILE WHERE SCHEDULED
6"
PARTITION TYPE 'B'-
NON FIRE RATED PARTITION,
PARTITION TYPE 'B1'-
SIMILAR TO PARTITION TYPE
'B'. 6" METAL STUDS IN LIEU
OF 3 5/8" METAL STUDS
CEILING
PLAN
BASE
ROOF DECK
CONTINUOUS FIRE/SMOKE
STOP SEALANT BOTH SIDES
DEFLECTION TRACK
SCHEDULED CEILING
ONE LAYER 5/8" GYPSUM WALL
BOARD EACH FACE
6" METAL STUDS AT 16" O.C.
UNLESS OTHERWISE NOTED
CONTINUOUS FIRE/SMOKE
STOP SEALANT BOTH SIDES
TOP OF STRUCTURAL
SLAB
CONTINUOUS RUNNER
CERAMIC TILE WHERE SCHEDULED
PARTITION TYPE 'C'-
NON FIRE RATED PARTITION
CEILING
PLAN
BASE
ROOF DECK
CONTINUOUS FIRE/SMOKE
STOP SEALANT BOTH SIDES
DEFLECTION TRACK
SCHEDULED CEILING
ONE LAYER 5/8" GYPSUM WALL
BOARD EACH FACE
3 5/8" METAL STUDS AT 16" O.C.
UNLESS OTHERWISE NOTED
CONTINUOUS FIRE/SMOKE
STOP SEALANT BOTH SIDES
TOP OF STRUCTURAL
SLAB
CONTINUOUS RUNNER
PARTITION TYPE 'D'-
NON FIRE RATED PARTITION,
6"
UL 752 LEVEL 3 BULLET RESISTANT
FIBERGLASS SHEET INSTALLED AS
PER MANUFACTURERS INSTRUCTIONS
THREAT SIDESAFE SIDE
BULLET RESISTANT
UL 752 LEVEL 3 BULLET RESISTANT
FIBERGLASS BATTEN INSTALLED AS
PER MANUFACTURERS INSTRUCTIONSM
IN
4"
CEILING
PLAN
BASE
ROOF DECK
CONTINUOUS FIRE/SMOKE
STOP SEALANT BOTH SIDES
DEFLECTION TRACK
SCHEDULED CEILING
ONE LAYER 5/8" GYPSUM WALL
BOARD
3 5/8" METAL STUDS AT 16" O.C.
UNLESS OTHERWISE NOTED
CONTINUOUS FIRE/SMOKE
STOP SEALANT
TOP OF STRUCTURAL
SLAB
CONTINUOUS RUNNER
CERAMIC TILE WHERE SCHEDULED
PARTITION TYPE 'E'- NON FIRE RATED PARTITION,
PARTITION TYPE 'E1'- SIMILAR TO PARTITION TYPE 'E'
SMOKE RATED PARTITION
CEILING
PLAN
BASE
SCHEDULED CEILING
ONE LAYER 5/8" GYPSUM WALL
BOARD
3 5/8" METAL STUDS AT 16" O.C.
UNLESS OTHERWISE NOTED
CONTINUOUS FIRE/SMOKE
STOP SEALANT
TOP OF STRUCTURAL
SLAB
CONTINUOUS RUNNER
CERAMIC TILE WHERE SCHEDULED
PARTITION TYPE 'F'-
NON FIRE RATED PARTITION,
6"
CEILING
PLAN
BASE
SCHEDULED
CEILING
ONE LAYER 5/8"
GYPSUM WALL BOARD
3 5/8" METAL STUDS AT
16" O.C. UNLESS
OTHERWISE NOTED
CONTINUOUS FIRE/
SMOKE STOP SEALANT
TOP OF STRUCTURAL
SLAB
CONTINUOUS
RUNNER
CERAMIC TILE WHERE
SCHEDULED
PARTITION TYPE 'G'-
NON FIRE RATED PARTITION,
6"6"
CEILING
PLAN
BASE
ROOF DECK
CONTINUOUS ACOUSTICAL
SEALANT BOTH SIDES
DEFLECTION TRACK
SCHEDULED CEILING
ONE LAYER 5/8" GYPSUM WALL
BOARD EACH FACE
3 5/8" METAL STUDS AT 16" O.C.
UNLESS OTHERWISE NOTED
CONTINUOUS ACOUSTICAL
SEALANT BOTH SIDES
TOP OF STRUCTURAL
SLAB
CONTINUOUS RUNNER
CERAMIC TILE WHERE SCHEDULED
3" MINIMUM THICK MINERAL WOOL
INSULATION BATTS
PARTITION TYPE 'N'- NON FIRE RATED PARTITION
SOUND RATED ASSEMBLY -
STC 45 SOUND TEST RAL-TL11-127
PARTITION TYPE 'N6'- SIMILAR TO PARTITION TYPE 'N'
6" METAL STUDS IN LIEU OF 3 5/8" METAL STUDS.
NON FIRE RATED PARTITION
SOUND RATED ASSEMBLY -
STC 45 SOUND TEST RAL-TL11-127
SHEET ID
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WALL TYPE NOTES
WALL TYPE 'A'1
WALL TYPE 'B', 'B1'2
WALL TYPE 'C'3
WALL TYPE 'D'4
WALL TYPE 'E'5
WALL TYPE 'F'6
WALL TYPE 'G'7
WALL TYPE 'N','N6'8
SCALE: 1 1/2"=1'-0"
NOT USED
TYPE F TYPE FG
6" 1'
-0
6" 6"
LOUVER WHERE INDICATED
IN DOOR SCHEDULE
COMMENTS - CENTERED IN
DOOR W/BOTTOM 8" AFF
TYPE SF
ALUMINUM
STOREFRONT
FIXED
LAMINATED
SAFETY GLAZING
NOTE: GLAZING AS INDICATED IN DOOR
SCHEDULE COMMENTS AND AS SPECIFIED
EXTERIOR/INTERIOR
SINGLE DOORS
IN MASONRY WALL
7' -0
2"
2"AS SCHED 2"
4"
7' -0
4"
7' -0
7' -0
2"
2"AS SCHED 2" 2" AS SCHED 2" 2" AS SCHED 2"
INTERIOR
SINGLE DOORS
EXTERIOR
DOUBLE DOORS
IN MASONRY WALL
INTERIOR
DOUBLE DOORS
EXTERIOR ALUMINUM
STOREFRONT
EXTERIOR ALUMINUM
STOREFRONT
8' -8
7' -0
1/
2"
1' -3
1/
2"
2 1/2"
3'-0"
2 1/2"
1'-8 1/2"
2 1/2"
5'-4"
INTERIOR ALUMINUM
STOREFRONT
8' -8
7' -0
3'-0"
2 1/2"
9'-8"
2'-11" 2 1/2"
1/4" THICK
LAMINATED
SAFETY
GLAZING
1/4" THICK
CLEAR
TEMPERED
GLAZING1" THICK
INSULATED
GLAZING W/
LAMINATED
SAFETY
GLAZING
1' -3
1/
2"
2 1/2"
2'-11" 2 1/2"
8' -8
7' -0
3'-0"
2 1/2"
10'-0"
3'-1" 2 1/2"
1' -3
1/
2"
2 1/2"
3'-1" 2 1/2"
1" THICK
INSULATED
GLAZING W/
LAMINATED
SAFETY
GLAZING
INTERIOR ALUMINUM
STOREFRONT
2 1/2"
3'-0"
2 1/2"
7' -0
1/
2"
SHEET ID
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DOOR SCHEDULE
Door Number Type STC Rating
Door Fire Rating Hardware
Frame CommentsWidth Height Material Finish Type Material Jamb Head Sill
100 SF 3'-0" 7'-0" ALUM/GLASS PAINT 1 5 ALUM J1 H1 S1 SEE S3 SILL DETAIL @SIDELIGHT
101 SF 3'-0" 7'-0" ALUM/GLASS PAINT 4 7 ALUM J3 H3 S4
102 F 3'-0" 7'-0" WOOD STAIN 13 2 HM J4 H4 S5
103 F 3'-0" 7'-0" WOOD STAIN 9 2 HM J4 H4 S5 SMOKE RATED
104 F 3'-0" 7'-0" WOOD STAIN 14 2 HM J4 H4 S5
105 F 3'-0" 7'-0" WOOD STAIN 14 2 HM J4 H4 S5
106 F 3'-0" 7'-0" WOOD STAIN 14 2 HM J4 H4 S5
107 SF 3'-0" 7'-0" ALUM/GLASS PAINT 2 6 ALUM J1 H1 S1 SEE S3 SILL DETAIL @SIDELIGHT
108 F 3'-0" 7'-0" WOOD STAIN 14 2 HM J4 H4 S5
109A F 6'-0" 7'-0" HM PAINT 6 3 HM J2 H2 S2
109B F 3'-0" 7'-0" WOOD STAIN 8 2 HM J4 H4 S5 SMOKE RATED
110 F 3'-0" 7'-0" WOOD STAIN 10 2 HM J4 H4 S6
111 F 3'-0" 7'-0" WOOD STAIN 9 2 HM J4 H4 S6 SMOKE RATED
112 SF 3'-0" 7'-0" ALUM/GLASS PAINT 3 8 ALUM J3/ SIM H3 /SIM S4/ SIM NO TRANSOM,NO SIDE LIGHTS
113 F 3'-0" 7'-0" WOOD STAIN 10 2 HM J4 H4 S6
114 F 3'-0" 7'-0" WOOD STAIN 14 2 HM J4 H4 S5
115 F 3'-0" 7'-0" WOOD STAIN 14 2 HM J4 H4 S5
116 F 3'-0" 7'-0" WOOD STAIN 9 2 HM J4 H4 S5
117A F 3'-0" 7'-0" WOOD STAIN 5 2 HM J4 H4 S5
117B F 3'-0" 7'-0" HM STAIN 5 2 HM J4 H4 S5
117C SF 3'-0" 7'-0" ALUM/GLASS PAINT 3 8 ALUM J3/ SIM H3 /SIM S4/ SIM NO TRANSOM,NO SIDE LIGHTS
120 F 45 3'-0" 7'-0" HM STAIN 11 2 HM J4 H4 S5
121 F 3'-0" 7'-0" HM PAINT 7 1 HM J2 H2 S2
122 F 6'-0" 7'-0" HM PAINT 6 3 HM J2 H2 S2
123 F 3'-0" 7'-0" HM PAINT 12 2 HM J4 H4 S6
124 FG 3'-0" 7'-0" HM/GLASS STAIN 10 2 HM J4 H4 S5
125 F 50 3'-0" 7'-0" HM STAIN 16 2 HM J4 H4 S5
126 F 50 3'-0" 7'-0" HM STAIN 16 2 HM J4 H4 S5
127 F 3'-0" 7'-0" HM PAINT 14 2 HM J4 H4 S5
129 F 50 3'-0" 7'-0" HM STAIN 16 2 HM J4 H4 S5
130 F 3'-0" 7'-0" WOOD STAIN 8 2 HM J4 H4 S5 SMOKE RATED
131 SF 3'-0" 7'-0" ALUM/GLASS PAINT 2 6 ALUM J1 H1 S1 SEE S3 SILL DETAIL @SIDELIGHT
133 F 45 3'-0" 7'-0" HM STAIN 15 2 HM J4 H4 S5
134 F 50 3'-0" 7'-0" HM STAIN 16 2 HM J4 H4 S5
135 F 45 3'-0" 7'-0" HM STAIN 15 2 HM J4 H4 S5
136 F 3'-0" 7'-0" WOOD STAIN 14 2 HM J4 H4 S5
137 F 45 3'-0" 7'-0" HM STAIN 15 2 HM J4 H4 S5
DOOR TYPES
FRAME TYPES NOT TO SCALE
NOT TO SCALE
1. ALL DOORS SHALL BE 1-3/4" THICK U.N.O.
2. REFERENCE SPECIFICATION SECTION 08 11 13 FOR STEEL DOORS AND
FRAMES.
3. REFERENCE SPECIFICATION SECTION 08 11 16 FOR ALUMINUM DOORS
AND FRAMES.
4. REFERENCE SPECIFICATION SECTION 08 14 00 FOR WOOD DOORS.
5. REFERENCE SPECIFICATION SECTION 08 34 73 FOR SOUND CONTROL
DOOR ASSEMBLIES.
6. REFERENCE SPECIFICATION SECTION 08 71 00 FOR DOOR HARDWARE.
1. SEE FLOOR PLANS FOR DOOR QUANTITIES, LOCATIONS, AND SWINGS.
2. ALL EXTERIOR "HM" DOORS SHALL BE INSULATED STEEL DOOR SYSTEMS
AND SHALL COMPLY WITH UFC 4-10 AND ASTM F2248 STANDARDS.
3. ALL INTERIOR DOORS SHALL BE HEAVY DUTY U.N.O.
4. SEE DOOR SCHEDULE FOR SIZE OF LOUVERS IN DOORS. DOOR
LOUVERS SHALL HAVE A MINIMUM FREE AREA OF 55%.
5. PROVIDE SEALANT AROUND FULL PERIMETER OF FRAMES, BOTH SIDES
OR PARTITIONS, ETC.
6. ALL GLAZING UNITS IN DOORS SHALL BE AS INDICATED AND SPECIFIED.
7. SEE STRUCTURAL DRAWINGS FOR STEEL LINTEL SIZES IN MASONRY
OPENINGS. EXTEND LINTEL 8" PAST OPENING, BOTH SIDES. ALL EXPOSED
SURFACES OF LINTELS TO BE PAINTED TO MATCH ADJACENT FINISH.
8. PROVIDE GROUTED FRAMES WHERE NEEDED FOR FIRE OR SOUND
RATING PER SPECIFIED ASSEMBLY REQUIREMENTS.
9.PROVIDE GASKET WEATHER STRIPPING SEAL & DOOR BOTTOM AT
INTERIOR DOORS FOR AIR BARRIER SEAL AT DOORS THAT PENETRATE AIR
BARRIER TESTING PERIMETER.
10. ALL DOORS PENETRATING AIR BARRIER TESTING ENVELOPE MUST MEET
AIR BARRIER REQUIRMNENTS.
11. PROVIDE SOUND CONTROL DOOR ASSEMBLIES OF THE THICKNESS,
WIDTH, AND HEIGHT INDICATED, COMPLETE PERIMETER SEALS, SEAL
HOUSING, GASKETING, AUTOMATIC DOOR BOTTOMS, THRESHOLD, DOOR
FRAMES, AND ASTRAGALS AS REQUIRED TO CONFORM TO THE INDICATED
STC VALUE.
GENERAL NOTES
DOOR NOTES
4 INCH NOMINAL FACE BRICK
2 INCH THICK CAVITY WALL MINERAL
WOOL INSULATION BOARD
R 8 MINIMUM
CONTINUOUS LIQUID APPLIED CLASS II
VAPOR RETARDER/VAPOR
SEMI-IMPERMEABLE AIR/WEATHER
RESISTIVE BARRIER
CEILING AS SPECIFIED WITH
SUSPENSION SYSTEM
STAINLESS STEEL DRIP EDGE
THROUGH WALL FLASHING W/ WEEPS
AT 24"O.C.
PREFINISHED FIXED ALUMINUM
STOREFRONT DOOR AND FRAME
W/ 1" INSULATED CLEAR GLAZING
AS SPECIFIED
BACKER ROD AND SEALANT
R 13 BATT INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
6" STEEL STUDS AT 16" O.C.
3/4" THICK WOOD BLOCKING
SEALANT
BOX HEADER AT OPENING-
SEE STRUCTURAL
GALVANIZED STEEL ANGLE LINTEL
SEE STRUCTURAL
5/8" THICK GLASS MAT GYPSUM SHEATHING
3 1/2" X 4" X 1/4" GALVANIZED STEEL
ANGLE W/ # 12 TEK SCREWS AT 6" O.C.
SECURED TO DOUBLE STEEL STUD
HEADER
1 1
4 INCH NOMINAL FACE BRICK
2 INCH THICK CAVITY WALL MINERAL
WOOL INSULATION BOARD
R 8 MINIMUM
CONTINUOUS LIQUID APPLIED CLASS II
VAPOR RETARDER/VAPOR
SEMI-IMPERMEABLE AIR/WEATHER
RESISTIVE BARRIER
PREFINISHED FIXED ALUMINUM
STOREFRONT DOOR AND FRAME
W/ 1" INSULATED CLEAR GLAZING
AS SPECIFIED
SEALANT
R 13 BATT INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
6" STEEL STUDS AT 16"
O.C.
3/4" THICK WOOD BLOCKING
SEALANT
6" STEEL STUD FRAMING
SEE STRUCTURAL
5/8" THICK GLASS MAT GYPSUM SHEATHING
5" X 3 1/2" X 1/4" X FULL HEIGHT OF WINDOW
GALVANIZED STEEL ANGLE W/ # 12 TEK
SCREWS AT 6" O.C. SECURED TO EACH
STEEL STUD (STAGGERED)
FILL STUD CAVITY W/ MINERAL
WOOL INSULATION BOARD
2 1/2"
7' OVERALL LENGTH OF
ENTRANCE MAT
3' OVERALL LENGTH OF
ENTRANCE MAT
CONCRETE SLAB
SEE STRUCTURAL
FINISH AS SCHEDULED
PREMOLDED
EXPANSION JOINT
METAL THRESHOLD
SEALANT EACH SIDE OF
THRESHOLD
PREFINISHED FIXED ALUMINUM
STOREFRONT DOOR AND FRAME
W/ 1" INSULATED CLEAR GLAZING
AS SPECIFIED
4 INCH NOMINAL FACE BRICK
2 INCH THICK CAVITY WALL MINERAL
WOOL INSULATION BOARD
R 8 MINIMUM
CONTINUOUS LIQUID APPLIED CLASS II
VAPOR RETARDER/VAPOR
SEMI-IMPERMEABLE AIR/WEATHER
RESISTIVE BARRIER
CEILING AS SPECIFIED WITH
SUSPENSION SYSTEM
STAINLESS STEEL DRIP EDGE
THROUGH WALL FLASHING W/ WEEPS
AT 24"O.C.
HOLLOW METAL DOOR FRAME
AS SCHEDULED.
BACKER ROD AND SEALANT
R 13 BATT INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
6" STEEL STUDS AT 16" O.C.
3/4" THICK WOOD BLOCKING
SEALANT
BOX HEADER AT OPENING-
SEE STRUCTURAL
GALVANIZED STEEL ANGLE LINTEL
SEE STRUCTURAL
5/8" THICK GLASS MAT GYPSUM SHEATHING
3 1/2" X 4" X 1/4" GALVANIZED STEEL
ANGLE W/ # 12 TEK SCREWS AT 6" O.C.
SECURED TO DOUBLE STEEL STUD
HEADERHOLLOW METAL DOOR AS
SCHEDULED
2 1/2"
4 INCH NOMINAL FACE BRICK
2 INCH THICK CAVITY WALL MINERAL
WOOL INSULATION BOARD
R 8 MINIMUM
CONTINUOUS LIQUID APPLIED CLASS II
VAPOR RETARDER/VAPOR
SEMI-IMPERMEABLE AIR/WEATHER
RESISTIVE BARRIER
SEALANT
R 13 BATT INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
6" STEEL STUDS AT 16"
O.C.
3/4" THICK WOOD BLOCKING
SEALANT
6" STEEL STUD FRAMING
SEE STRUCTURAL
5/8" THICK GLASS MAT GYPSUM SHEATHING
5" X 3 1/2" X 1/4" X FULL HEIGHT OF DOOR
GALVANIZED STEEL ANGLE W/ # 12 TEK
SCREWS AT 6" O.C. SECURED TO EACH
STEEL STUD (STAGGERED)
FILL STUD CAVITY W/ MINERAL
WOOL INSULATION BOARD
HOLLOW METAL DOOR FRAME
AS SCHEDULED. PROVIDE 3
JAMB ANCHORS PER JAMB
HOLLOW METAL DOOR AS
SCHEDULED
CONCRETE SLAB
SEE STRUCTURAL
FINISH AS SCHEDULED
PREMOLDED
EXPANSION JOINT
METAL THRESHOLD
SEALANT EACH SIDE OF
THRESHOLD
PREFINISHED FIXED ALUMINUM
STOREFRONT WINDOW MULLION
W/ 1" INSULATED CLEAR
GLAZING AS SPECIFIED
PREFINISHED FIXED ALUMINUM
STOREFRONT MULLION
W/ 1" INSULATED CLEAR
GLAZING AS SPECIFIED
PREFINISHED FIXED ALUMINUM
STOREFRONT SILL W/ 1" INSULATED
CLEAR GLAZING AS SPECIFIED
CONCRETE SLAB
SEE STRUCTURAL
PREMOLDED
EXPANSION JOINT
FINISH AS
SCHEDULED
SHEET ID
D R
AW
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B Y:
D
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B Y:
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EXT STOREFRONT HEAD DETAIL1
EXT. STOREFRONT JAMB DETAIL2
EXT. STOREFRONT DOOR SILL DETAIL3
EXT. HM DOOR HEAD DETAIL4
EXT.HM DOOR JAMB DETAIL5
EXT. HM DOOR SILL DETAIL6
EXT. STOREFRONT HORIZ. MULLION DETAIL7
EXT. STOREFRONT VERTICAL MULLION DETAIL8
EXT. STOREFRONT SILL DETAIL9
H1 H2
J1 J2
S1 S2 S3
M1
M2
4'-0"
1'-4 3/8" 1'-3 1/4" 1'-4 3/8"
1' -6
/4
4'
-5
/4 "6'
-0
8' -8
2' -8
A .F
.F
A
A-610
A-610
A-610
A-610
A-610
1'-4" 2'-8" 1'-4" 5'-4"
1' -6
/4
4'
-5
/4
6' -0
2'
-8
8' -8
A.
F.
F B
A-610
A-610
A-610
A-610
A-610
3' -6
4'-0"
3' -6
7' -0
A .F
.F
C
A-610
A-610
A-610
A .F
.F
4' -2
2'
-1 0"
7' -0
D
3'-0"
A-611
A-611
A-611
4 INCH NOMINAL FACE BRICK
2 INCH THICK CAVITY WALL MINERAL
WOOL INSULATION BOARD
R 8 MINIMUM
CONTINUOUS LIQUID APPLIED CLASS II
VAPOR RETARDER/ VAPOR
SEMI-IMPERMEABLE AIR/WEATHER
RESISTIVE BARRIER
CEILING AS SPECIFIED WITH
SUSPENSION SYSTEM
STAINLESS STEEL DRIP EDGE
THROUGH WALL FLASHING W/ WEEPS
AT 24"O.C.
PREFINISHED FIXED ALUMINUM
STOREFRONT WINDOW W/ 1"
INSULATED GLAZING AS SPECIFIED
BACKER ROD AND SEALANT
R 13 BATT INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
6" STEEL STUDS AT 16" O.C.
CONTINUOUS TERMINATION BAR
AND SEALANT
3/4" THICK WOOD BLOCKING
SEALANT
BOX HEADER AT OPENING-
SEE STRUCTURAL
GALVANIZED STEEL ANGLE LINTEL
SEE STRUCTURAL
5/8" THICK GLASS MAT GYPSUM SHEATHING
3 1/2" X 4" X 1/4" GALVANIZED STEEL
ANGLE W/ # 12 TEK SCREWS AT 6" O.C.
SECURED TO DOUBLE STEEL STUD
HEADER
2 1/2"
4 INCH NOMINAL FACE BRICK
2 INCH THICK CAVITY WALL
MINERAL WOOL INSULATION BOARD
R 8 MINIMUM
CONTINUOUS LIQUID APPLIED CLASS II
VAPOR RETARDER/VAPOR
SEMI-IMPERMEABLE AIR/WEATHER
RESISTIVE BARRIER
PREFINISHED FIXED ALUMINUM
STOREFRONT WINDOW W/ 1"
INSULATED GLAZING AS SPECIFIED
SEALANT
R 13 BATT INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
6" STEEL STUDS AT 16"
O.C.
3/4" THICK WOOD BLOCKING
SEALANT
6 " STEEL STUD FRAMING
SEE STRUCTURAL
5/8" THICK GLASS MAT GYPSUM SHEATHING
FILL STUD CAVITY W/ MINERAL
WOOL INSULATION BOARD
5" X 3 1/2" X 1/4" X FULL HEIGHT OF WINDOW
GALVANIZED STEEL ANGLE W/ # 12 TEK
SCREWS AT 6" O.C. SECURED TO EACH
STEEL STUD (STAGGERED)
4 INCH NOMINAL FACE BRICK
2 INCH THICK CAVITY WALL
MINERAL WOOL INSULATION BOARD
R 8 MINIMUM
CONTINUOUS LIQUID APPLIED CLASS II
VAPOR RETARDER/VAPOR
SEMI-IMPERMEABLE AIR/WEATHER
RESISTIVE BARRIER
PREFINISHED FIXED ALUMINUM
STOREFRONT WINDOW W/ 1"
INSULATED GLAZING AS SPECIFIED
BACKER ROD AND SEALANT
R 13 BATT INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
6" STEEL STUDS AT 16" O.C.
1 1/2" THICK WOOD BLOCKING
SEALANT
12 GAUGE 8 " STEEL STUD
TRACK FRAMING
5/8" THICK GLASS MAT GYPSUM SHEATHING
3 1/2" X 4" X 1/4" GALVANIZED STEEL
ANGLE W/ # 12 TEK SCREWS AT 6" O.C.
SECURED TO STEEL STUD TRACK AND
EACH STEEL STUD
2 1/2"
1/
2"
2"
CAST STONE WINDOW SILL WITH
PIN AND STRAP ANCHORS
1/2" THICK SOLID SURFACE
WINDOW STOOL
STAINLESS STEEL DRIP FLASHING
THOUGH WALL ALUMINUM FLASHING
PREFINISHED ALUMINUM PAN FLASHING
WITH 2" END DAMS AND 2" BACK DAM
SEALANT
PREFINISHED FIXED ALUMINUM
STOREFRONT WINDOW MULLION
W/ 1" INSULATED GLAZING AS
SPECIFIED
PREFINISHED FIXED ALUMINUM
STOREFRONT WINDOW MULLION
W/ 1" INSULATED GLAZING AS
SPECIFIED
3" MINERAL WOOL BATT
INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
3 5/8" STEEL STUDS AT 16" O.C.
1 1/2" THICK WOOD BLOCKING
BOX HEADER AT OPENING-
RESILIENT CHANNEL 16" O.C.
DUAL GLAZED HOLLOW METAL
SOUND CONTROL FIXED WINDOW
ASSEMBLY (STC 50 MINIMUM)
8"
1"
FILL ALL VOIDS IN FRAME
WITH ACOUSTICAL FILL
MATERIAL
CONTINUOUS PERIMETER SEALANT
16 GAUGE HOLLOW METAL
SUB FRAME. FASTEN TO
WOOD BLOCKING
LAMINATED GLASS- THICKNESS AS
REQUIRED BY MANUFACTURERS
SOUND TESTED ASSEMBLY.
PROVIDE ONE VISION GLASS ON
SIDE FACING SUSPECT.
SEE WALL TYPE IDENTIFIED
IN PLAN
3" MINERAL WOOL BATT
INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
3 5/8" STEEL STUDS AT 16" O.C.
1 1/2" THICK WOOD BLOCKING
RESILIENT CHANNEL 16" O.C.
VERTICALLY
DUAL GLAZED HOLLOW METAL
SOUND CONTROL FIXED WINDOW
ASSEMBLY (STC 50 MINIMUM)
8"
1"
FILL ALL VOIDS IN FRAME WITH
ACOUSTICAL FILL MATERIAL
CONTINUOUS PERIMETER SEALANT
16 GAUGE HOLLOW METAL
SUB FRAME. FASTEN TO
WOOD BLOCKING
LAMINATED GLASS- THICKNESS AS
REQUIRED BY MANUFACTURERS
SOUND TESTED ASSEMBLY.
PROVIDE ONE VISION GLASS ON
SIDE FACING SUSPECT.
SEE WALL TYPE IDENTIFIED
IN PLAN
3" MINERAL WOOL BATT
INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
3 5/8" STEEL STUDS AT 16" O.C.
1 1/2" THICK WOOD BLOCKING
RESILIENT CHANNEL 16" O.C.
DUAL GLAZED HOLLOW METAL
SOUND CONTROL FIXED WINDOW
ASSEMBLY (STC 50 MINIMUM)
FILL ALL VOIDS IN FRAME WITH
ACOUSTICAL FILL MATERIAL
CONTINUOUS PERIMETER SEALANT
16 GAUGE HOLLOW METAL
SUB FRAME. FASTEN TO
WOOD BLOCKING
LAMINATED GLASS- THICKNESS AS
REQUIRED BY MANUFACTURERS
SOUND TESTED ASSEMBLY. PROVIDE ONE
VISION GLASS ON SIDE FACING SUSPECT.
SEE WALL TYPE IDENTIFIED
IN PLAN
8"
1"
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WINDOW ELEVATIONS
WINDOW HEAD DETAIL1
WINDOW JAMB DETAIL2
WINDOW SILL DETAIL3
WINDOW HORIZONTAL MULLION DETAIL4
WINDOW VERTICAL MULLION DETAIL5
ONE WAY VISION WINDOW HEAD DETAIL6
ONE WAY VISION WINDOW JAMB DETAIL7
ONE WAY VISION WINDOW SILL DETAIL8
1. REFER TO FLOOR PLANS FOR LOCATIONS OF WINDOWS.
2. REFERENCE SPECIFICATIONS FOR GLAZING REQUIRMENTS.
3. PROVIDE SEALANT AROUND FULL PERIMETER OF FRAMES, BOTH SIDES OF PARTITIONS, ETC.
WINDOW NOTES
TOS AT PORCH
12'-3 3/16"
R
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. S C
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REF. SCHED.L-2
A-611
A-611
A-611
A-611
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
3 5/8" STEEL STUDS AT 16" O.C.
1 1/2" THICK WOOD BLOCKING
BOX HEADER AT OPENING-
SEE WALL TYPE IDENTIFIED
IN PLAN
UL 752 LEVEL 3 BULLET RESISTANT
FIBERGLASS SHEET INSTALLED AS
PER MANUFACTURERS INSTRUCTIONS
UL 752 LEVEL 3 BULLET RESISTANT
HOLLOW METAL FRAME AND GLAZING
NATURAL VOICE SPACER
THREAT SIDESAFE SIDE
BULLET RESISTANT
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
3 5/8" STEEL STUDS AT 16" O.C.
1 1/2" THICK WOOD BLOCKING
SEE WALL TYPE IDENTIFIED
IN PLAN
UL 752 LEVEL 3 BULLET RESISTANT
FIBERGLASS SHEET INSTALLED AS
PER MANUFACTURERS INSTRUCTIONS
UL 752 LEVEL 3 BULLET RESISTANT
HOLLOW METAL FRAME AND GLAZING
NATURAL VOICE SPACER
STAINLESS STEEL SHELF WITH
SHELF SUPPORT
STAINLESS STEEL
DIP TRAY (10" X 16" )
THREAT SIDESAFE SIDE
BULLET RESISTANT
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
3 5/8" STEEL STUDS AT 16" O.C.
1 1/2" THICK WOOD BLOCKING
SEE WALL TYPE IDENTIFIED
IN PLAN
UL 752 LEVEL 3 BULLET RESISTANT
FIBERGLASS SHEET INSTALLED AS
PER MANUFACTURERS INSTRUCTIONS
UL 752 LEVEL 3 BULLET RESISTANT
HOLLOW METAL FRAME AND GLAZING
STAINLESS STEEL SHELF
WITH SHELF SUPPORT
STAINLESS STEEL
DIP TRAY (10" X 16" )
2"
1'-0"
MANUF. STANDARD
THREAT SIDESAFE SIDE
BULLET RESISTANT
PVC FRIEZE BOARD BEYOND
R 13 BATT INSULATION
5/8" THICK GLASS MAT
GYPSUM WALL BOARD
6" STEEL STUDS
AT 16" O.C.
STORM PROOF LOUVER WITH INSULATED
BLANK OFF PANEL AT AREAS NOT USED
FOR MECHANICAL INTAKE OR EXHAUST.
FOR LOUVERS CONNECTED TO DUCTWORK
SEE MECHANICAL DRAWINGS FOR
CONNECTIONS. PROVIDE BIRD SCREENS
12 GAUGE 6 " STEEL
STUD TRACK FRAMING
BOX HEADER AT OPENING
SEE STRUCTURAL
.040 PREFINISHED ALUM.
BRAKE METAL. COLOR TO
MATCH LOUVER
SEALANT
CONTINUOUS LIQUID APPLIED VAPOR
PERMEABLE AIR/WEATHER RESISTIVE
BARRIER
5/8" THICK GLASS MAT
GYPSUM SHEATHING
1/4" X 12" WIDE STEEL
PLATE FASTENED TO
LIGHT GAUGE
STEEL BOX HEADER
BACKER ROD AND SEALANT
2 INCH THICK MINERAL WOOL
INSULATION BOARD R8 MINIMUM
LINEAR METAL SOFFIT PANELS
WITH CLOSURE TRIM
PVC TRIM
SEALANT
4 3/8"
4 INCH NOMINAL FACE BRICK
2 INCH THICK CAVITY WALL MINERAL
WOOL INSULATION BOARD R8 MINIMUM
CONTINUOUS LIQUID APPLIED CLASS II
VAPOR RETARDER/VAPOR
SEMI- IMPERMEABLE AIR/WEATHER
RESISTIVE BARRIER
BACKER ROD AND SEALANT
R 13 BATT INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
6" STEEL STUDS AT 16"
O.C.
1 1/2" THICK WOOD BLOCKING
SEALANT
6 " STEEL STUD FRAMING
SEE STRUCTURAL
5/8" THICK GLASS MAT GYPSUM SHEATHING
5" X 3" X 1/4" X FULL HEIGHT OF LOUVER
GALVANIZED STEEL ANGLE W/ # 12 TEK
SCREWS AT 6" O.C. SECURED TO EACH
STEEL STUD (STAGGERED)
FILL STUD CAVITY W/ MINERAL
WOOL INSULATION BOARD
1 7/8"
2 INCH THICK CAVITY WALL MINERAL
WOOL INSULATION BOARD R8 MINIMUM
CONTINUOUS LIQUID APPLIED CLASS II
VAPORRETARDER/VAPOR
SEMI-IMPERMEABLE AIR/WEATHER
RESISTIVE BARRIER
BACKER ROD AND SEALANT
R 13 BATT INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
6" STEEL STUDS AT 16"
O.C.
1 1/2" THICK WOOD BLOCKING
SEALANT
6 " STEEL STUD FRAMING
SEE STRUCTURAL
5/8" THICK GLASS MAT GYPSUM SHEATHING
3" X 4" X 1/4" X FULL HEIGHT OF LOUVER
GALVANIZED STEEL ANGLE W/ # 12 TEK
SCREWS AT 6" O.C. SECURED TO EACH
STEEL STUD (STAGGERED)
FILL STUD CAVITY W/ MINERAL
WOOL INSULATION BOARD
PVC TRIM OVER TWO LAYERS OF
3/4" PLYWOOD SHEATHING
4 3/8"
4 INCH NOMINAL FACE BRICK
2 INCH THICK CAVITY WALL MINERAL
WOOL INSULATION BOARD
R 8 MINIMUM
CONTINUOUS LIQUID APPLIED CLASS II
VAPOR RETARDER/VAPOR SEMI-
IMPERMEABLE AIR/WEATHER
RESISTIVE BARRIER
STORM PROOF LOUVER WITH INSULATED
BLANK OFF PANEL AT AREAS NOT USED
FOR MECHANICAL INTAKE OR EXHAUST.
FOR LOUVERS CONNECTED TO DUCTWORK
SEE MECHANICAL DRAWINGS FOR
CONNECTIONS. PROVIDE BIRD SCREENS
BACKER ROD AND SEALANT
R 13 BATT INSULATION
5/8" THICK GLASS MAT GYPSUM
WALL BOARD
6" STEEL STUDS AT 16" O.C.
WOOD BLOCKING
SEALANT
12 GAUGE 6 " STEEL STUD
TRACK FRAMING
5/8" THICK GLASS MAT GYPSUM SHEATHING
6" X 4" X 1/4" GALVANIZED STEEL
ANGLE W/ # 12 TEK SCREWS AT 6" O.C.
SECURED TO STEEL STUD TRACK AND
TO EACH STEEL STUD
.040 PREFINISHED ALUMINUM
BRAKE METAL. COLOR TO
MATCH LOUVER
.063" PREFINISHED ALUMINUM PAN FLASHING
WITH 2" END DAMS AND 2" BACK DAM
PRESSURE TREATED WOOD
BLOCKING
CONTINUOUS CLEAT
PVC FRIEZE BOARD BEYOND 1 7/8"
A-611
A-611
A-611
A-611
REF. SCHED.
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4/20/2017 11:38:42 AM
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LOUVER SCHEDULE
LOUVER
SIZE LOCATION DETAILS
REMARKSHEIGHT WIDTH
HEAD
HEIGHT LEVEL HEAD JAMB SILL
L-1 2'-0" 4'-0" 12'-0" FINISHED_FLOOR 4/A-611 5/A-611,
6/A-611
7/A-611
L-2 2'-0" 4'-0" 12'-0" FINISHED_FLOOR 4/A-611 5/A-611,
6/A-611
7/A-611
LOUVER SCHEDULE AND ELEVATION
TRANSACTION WINDOW HEAD DETAIL1
TRANSACTION WINDOW JAMB DETAIL2
TRANSACTION WINDOW SILL DETAIL3
LOUVER HEAD DETAIL4
LOUVER JAMB DETAIL AT BRICK5
LOUVER JAMB DETAIL AT PVC FRIEZE6 LOUVER SILL DETAIL 17
1. REFER TO FLOOR PLAN AND ELEVATION PLATES FOR LOCATION OF LOUVERS.
2. COORDINATE WITH MECHANCIAL EQUIPMENT FOR FINAL LOCATION OF
LOUVERS.
3. REFERENCE MECHANICAL FOR PERFORMANCE REQUIRMENTS.
4. PROVIDE SEALANT AROUND FULL PERIMETER OF FRAMES, BOTH SIDES OF
PARTITIONS, WALLS, ETC.
5. PROVIDE INSULATED BLANK OFF PANELS FOR UNUSED LOUVER AREA
(COORDINATE WITH MECHANICAL.
6. LOUVERS SHALL BE CLASSIFIED STORM LOUVERS PER SPECIFICATION
REQUIRMENTS.
7. PROVIDE BIRD SCREENS AT ALL LOVERS, TYPICAL.
8. ALL EXPOSED SURFACES OF LOUVER ASSEMBLY INCLUDING THE LOUVER CLIP
PLATES, ETC. SHALL BE FINISHED TO MATCH ADJACENT WALL FINISHES IN
ROOMS (REFER TO FINISH SCHEDULE AND SPECIFICATION 09 06 90).
LOUVER NOTES
ROOM # FLOOR WALL WALL
(GYP. BD.) (CEMENT BD.)
A100,A107 A131, F113-11 W243-11
A102,A110 A111, A113 A123 F111-11 W243-11 *W244C-11
*SHOWER FLOORS/WALL B422-11
1. RECESSED FLOOR MAT SHALL BE PROVIDED AT MAIN ENTRANCE VESTIBULE A100,
STAFF ENTRANCE VESTIBULE A107 AND SUSPECT ENTRANCE VESTIBULE A131.
2. TILE INSTALLATION SHALL UTILIZE THE FOLLOWING TILE COUNCIL OF NORTH
AMERICA, INC. METHODS.
- SHOWER AREAS SHALL BE FULL HEIGHT CERAMIC WALL TILE U.N.O. (SEE ENLARGED
PLANS AND INTERIOR ELEVATIONS SHEETS)
- PROVIDE VERTICAL AND HORIZONTAL MOVEMENT JOINTS IN TILE FINISH IAW TILE
COUNCIL OF NORTH AMERICA, INC. -EJ171-09 UNLESS THE TILE MANUFACTURER'S
RECOMMENDED METHOD PROVIDES GREATER PROTECTION.
3. CHAIR RAIL SHALL BE MOUNTED WITH THE TOP AT 3'-0" AFF. PAINT SHALL BE BOTH
ABOVE AND BELOW CHAIR RAIL. REFERENCE GENERAL NOTE 1 FOR FINISH AND
COLOR.
4. PROVIDE RIGIDLY FIXED 3/4" A-C FIRE RETARDANT TREATED PLYWOOD 8-FT HIGH
ON ALL WALL SURFACES AT COMMUNICATION ROOM A 116, AND ELECTRICAL
ROOM A 121. PLYWOOD SHALL BE MOUNTED WITH THE BASE OF THE BOARD AT
2'-0" AFF AND EXTEND TO 8'-0" AFF. WALL SHALL BE GYPSUM BOARD WITH PLYWOOD
ATTACHED TO STUDS BEHIND AND PAINTED TO MATCH INTERIOR PAINT COLOR.
COORDINATE WITH ELECTRICAL / COMMUNICATION DRAWINGS FOR PANEL
PLACEMENT.
5. SEE REFLECTED CEILING PLANS FOR LOCATIONS OF ACCESS PANELS IN GYPSUM
BOARD CEILINGS.
6. PROVIDE 8'-0" X 8'-0" PROJECTION SCREEN IN CONFERENCE ROOM A120. SCREEN
SHALL BE RECESSED CEILING MOUNTED, AS INDICATED ON REFLECTED CEILING PLAN.
REFERENCE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
7. PROVIDE CEILING MOUNTING(S) FOR OVERHEAD VIDEO PROJECTOR. REFERENCE
ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.
8. REFERENCE I-SHEETS FOR FLOOR PATTERN AND ACCENT PAINT DETAILS.
9. PROVIDE MOISTURE RESISTANT GYPSUM BOARD WALL AND CEILING IN ALL
RESTROOMS AND JANITOR CLOSETS.
10. USE HIGH IMPACT GYP BD IN SUSPECT WAITING AREA ROOM A124.
ACT ACOUSTICAL CEILING TILE
CPT CARPET TILE
CT CERAMIC WALL TILE
EXP EXPOSED
GWB GYPSUM WALL BOARD
MR MOISTURE RESISTANT
PFT PORCELAIN FLOOR TILE
PT PAINT
RB RESILIENT BASE
SC SEALED CONCRETE
SSB STAINLESS STEEL BASE
STR STRUCTURE
VCT VINYL COMPOSITE TILE
WM WALK OFF MAT
1. REFERENCE SPECIFICATION SECTION 09 06 90 "BUILDING COLOR AND FINISH
SCHEDULE" FOR INFORMATION REGARDING COLOR AND FINISH.
2. ALL EXTERIOR AND INTERIOR COLORS SHALL BE SUBMITTED FOR APPROVAL
PER DIRECTIONS IN SPECIFICATION 09 06 90. COLOR BOARDS AND PROPOSED
SAMPLES SHALL NOT BE SUBMITTED INDIVIDUALLY BUT IN A COMPLETE SET
WITH ALL SAMPLES.
3. EXPOSED CONCRETE SLABS SHALL HAVE THE FOLLOWING:
- EXTERIOR SLABS SHALL HAVE A SEALER AND A LIGHT BROOM FINISH.
- INTERIOR SLABS NOT RECEIVING A FINISH SHALL HAVE A SEALER AND A
TROWEL FINISH.
- INTERIOR SLABS WITH VCT OR CARPET SHALL HAVE A TROWEL FINISH. A FILLER
SHALL BE ADDED AS NEEDED AT CONCRETE CONTROL JOINTS TO ENSURE THAT
JOINTS DO NOT BLEED THROUGH.
- INTERIOR SLABS WITH CERAMIC TILE SHALL HAVE A STEEL TROWEL AND FINE
BROOM FINISH FREE OF CURING COMPOUNDS.
4. CORNER GUARDS SHALL…
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