W912QR21R0040_OriginalConstructionDrawings-0003.pdf
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- Attached to
- Fort Knox Van Voorhis Elementary School
- Solicitation number
- W912QR21R0040
About this file
This document provides details for a federal contract opportunity to construct Van Voorhis Elementary School at Fort Knox, Kentucky. The U.S. Army Corps of Engineers Louisville District will issue a Request for Proposal for a firm-fixed-price construction contract between $25 million to $100 million. The project scope includes building a new 100,500 square foot elementary school, demolishing an existing 83,000 square foot school, constructing a playfield and parking lot, and complying with Department of Defense Education Activity facility requirements. Proposals will be evaluated using a best value tradeoff process, with technical, past performance, and price factors considered approximately equal. The contract has a North American Industry Classification System Code of 236220 and is a full and open competition. The point of contact is the listed Contract Specialist.
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W
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R
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R
-0
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R
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R
-0
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R
-0
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R
-0
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R
-0
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R
-0
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R
-0
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R
-0
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R
-0
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R
-0
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R
-0
2Q R
R
-0
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R
-0
2Q R
R
-0
2Q R
R
-0
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R
-0
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R
-0
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R
-0
2Q R
R
-0
2Q R
R
-0
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R
-0
2Q R
R
-0
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R
-0
2Q R
R
-0
2Q R
R
-0
69,412 sq ft
6870 sq ft
59'-11 5/8"
11'-3 5/8" 7'-11 5/8" 4'-0 3/8"5'-3 5/8" 4'-0 3/8" 7'-11 5/8" 4'-0 3/8" 11'-3 5/8"
5/
8"
5/
8" 6' -8 /8
5/
8"
1'-3 5/8" 28'-4 3/8"
7 5/8"
28'-4 3/8" 1'-3 5/8"
1' -3 /8
3/
8" 5/ 8"
8' -0 /8
5/ 8"
3/
8" 1' -3 /8
3'-4"
7 5/8"
7'-4 3/8"
7 5/8"
10'-0 3/8"
7 5/8"
2'-0 3/8" 1'-3 5/8"
3'-4 3/8"
1'-3 5/8"
3'-4 3/8"
1'-3 5/8"
2'-0 3/8"
7 5/8"
1'-3 5/8"28'-4 3/8"7 5/8"28'-4 3/8"1'-3 5/8"
10'-0"
1' -3 /8
7 5/8"
E Q
E Q
6'-0"
7 5/8"5'-4 3/8"
5'-4 3/8"7 5/8"
7 5/8" 5'-4 3/8"
5'-0"
1' -3 /8
5/ 8"
10'-0"
4'-0 3/8"
5'-4 3/8" 7 5/8"
69,412 sq ft
6870 sq ft
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
101 102
103 104
CORRIDOR
HM7 HM7
HM7 HM7
AL01 AL01 AL01 AL01
AL01 AL01 AL01 AL01
107A
15'-4 3/8" AT
VESTIBULE
VESTIBULE
FEC
A1.1 A4.1
A1.1 A4.2
A1.1 A4.1
A1.1 A4.1
A1.1 A4.11
A1.1 A4.1
A1.1 A4.1
A1.1 A4.1
A1.1 A4.1
CORRIDOR
4 4 4
MCJ ABOVE
MCJ ABOVE
MCJ ABOVE
MCJ ABOVE
M C J
DS
M
DS DSDS
B
A
E
D
A
A
E
B
D
E
B
B
D
B
I
I
I
F
F
F
H
G
F
F
F
A
J
MECH
101A
BID OPTION #1
101A 102A
MECH
102A
MECH
103A
103A 104A
MECH
104A
A1.1A4.2
K
I
I
C
S L O P E
D O W N
D O W N
S L O
HM5
HM6
HM4
HM3
HM2
A1.1 A3.1
A1.1 A3.1
A1.1 A3.1
STORAGE
L 11 12
107B
107C
LIBRARY
STORAGE
STORAGE
STORAGE
TYP
A P P R O X I M A T E L Y
I
FEC
A1.1 A4.3
14 14 14
SLOPE DOWN
M
N
C3
O
DOWN
SLOPE
W
2Q R
R
-0
69,412 sq ft
6870 sq ft
59'-11 5/8"
11'-3 5/8" 7'-11 5/8" 4'-0 3/8"5'-3 5/8" 4'-0 3/8" 7'-11 5/8" 4'-0 3/8" 11'-3 5/8"
5/ 8"
5/ 8"
6' -8 /8
5/ 8"
1'-3 5/8" 28'-4 3/8"
7 5/8"
28'-4 3/8" 1'-3 5/8"
1' -3 /8
3/ 8"
5/ 8"
8' -0 /8
5/ 8"
3/ 8"
1' -3 /8
3'-4"
7 5/8"
7'-4 3/8"
7 5/8"
10'-0 3/8"
7 5/8"
2'-0 3/8" 1'-3 5/8"
3'-4 3/8"
1'-3 5/8"
3'-4 3/8"
1'-3 5/8"
2'-0 3/8"
7 5/8"
1'-3 5/8"28'-4 3/8"7 5/8"28'-4 3/8"1'-3 5/8"
10'-0"
1' -3 /8
7 5/8"
E Q
E Q
6'-0"
7 5/8"5'-4 3/8"
5'-4 3/8"7 5/8"
7 5/8" 5'-4 3/8"
5'-0"
1' -3 /8
5/ 8"
10'-0"
4'-0 3/8"
5'-4 3/8" 7 5/8"
69,412 sq ft
6870 sq ft
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
101 102
103 104
CORRIDOR
HM7 HM7
HM7 HM7
AL01 AL01 AL01 AL01
AL01 AL01 AL01 AL01
107A
15'-4 3/8" AT
VESTIBULE
VESTIBULE
FEC
A1.1 A4.1
A1.1 A4.2
A1.1 A4.1
A1.1 A4.1
A1.1 A4.11
A1.1 A4.1
A1.1 A4.1
A1.1 A4.1
A1.1 A4.1
CORRIDOR
4 4 4
MCJ ABOVE
MCJ ABOVE
MCJ ABOVE
MCJ ABOVE
M
DS
DS DSDS
MECH
101A
BID OPTION #1
101A 102A
MECH
102A
MECH
103A
103A 104A
MECH
104A
A1.1A4.2
S L O
D O W N
D O W N
S L O
HM5
HM6
HM4
HM3
HM2
A1.1 A3.1
A1.1 A3.1
A1.1 A3.1
STORAGE
11 12
107B
107C
LIBRARY
STORAGE
TYP
A P P R O X I M A T E L Y
FEC
A1.1 A4.3
14 14 14
SLOPE DOWN
DOWN
SLOPE
69,412 sq ft
6870 sq ft
59'-11 5/8"
11'-3 5/8" 7'-11 5/8" 4'-0 3/8"5'-3 5/8" 4'-0 3/8" 7'-11 5/8" 4'-0 3/8" 11'-3 5/8"
5/ 8"
5/ 8"
6' -8 /8
5/ 8"
1'-3 5/8" 28'-4 3/8"
7 5/8"
28'-4 3/8" 1'-3 5/8"
1' -3 /8
3/ 8"
5/ 8"
8' -0 /8
5/ 8"
3/ 8"
1' -3 /8
3'-4"
7 5/8"
7'-4 3/8"
7 5/8"
10'-0 3/8"
7 5/8"
2'-0 3/8" 1'-3 5/8"
3'-4 3/8"
1'-3 5/8"
3'-4 3/8"
1'-3 5/8"
2'-0 3/8"
7 5/8"
1'-3 5/8"28'-4 3/8"7 5/8"28'-4 3/8"1'-3 5/8"
10'-0"
1' -3 /8
7 5/8"
E Q
E Q
6'-0"
7 5/8"5'-4 3/8"
5'-4 3/8"7 5/8"
7 5/8" 5'-4 3/8"
5'-0"
1' -3 /8
5/ 8"
10'-0"
4'-0 3/8"
5'-4 3/8" 7 5/8"
69,412 sq ft
6870 sq ft
B
A
E
D
A
A
E
B
D
E
B
B
D
B
I
I
I
F
F
F
H
G
F
F
F
A
J
K
I
I
C
L
STORAGE
STORAGE
I
M
N
C3
O
9:49:126/19/2003 Drawing File: R:\projects\2001\8256.01\CADD\ARCH\a1018256.dwg (KEN-M)
Xrefs: XKP8256, XFPDEMO, XFPNEW, XTB8256
6A1.1 9
DEMOLITION PLAN, AND FLOOR PLAN
SCALE: 1/8"=1'-0"
0 8' 16'
DEMOLITION NOTES
REMOVE EXISTING CONSTRUCTION AS INDICATED BY: AS INDICATED BY: #
FLOOR PLAN NOTESGENERAL DEMOLITION NOTES
A THE GENERAL CONTRACTOR SHALL TAKE PHOTOGRAPHS OF THE EXISTING
B
CONDITIONS AT THE GARDEN AREA SHOWN TO BE REMOVED, SALVAGED,
RELOCATED AND REINSTALLED. THE GENERAL CONTRACTOR SHALL SUPPLY A
SET OF THE PHOTOGRAPHS TO THE DESIGNATED CONTRACTING OFFICER. THE
PURPOSE OF THE PHOTOGRAPHS IS TO HELP FACILITATE THE CONTRACTOR'S
EFFORTS IN REINSTALLING THE DESIGNEATED TREES, DECKING, PONDS AND
LANDSCAPING ELEMENTS BACK TO THEIR ORIGAINAL CONDITION AT THE NEW
DESIGNATED GARDEN AREA. THEY WILL ALSO BE USED TO ESTABLISH THE
STANDARD-OF-CONDITION THAT WILL BE REQUIRED OF THE CONTRACTOR FOR
LEGEND
1 HOUR FIRE RATED PARTITION-UL #U906
CADD FILE NAME:
B
C
D
E
F
G
B
A
C
D
E
F
2 3 4 5 6 7 8
3 4 5 6 7 8 9 10
G
C O N T R
N O
DESCRIPTION OF REVISIONSYM. D.O. NO. DATEACTION
DRAWN BY:
GDP
DESIGNED BY:
REVIEWED BY:
SUBMITTED BY:
ENGINEER:
OF
SHEET NO.DRAWING NUMBER
CONTR. NO.
SOL. NO. DATED:
SEQUENCE
NO.
OF ENGINEERS
US ARMY CORPS
Parkhill, Smith & Cooper, Inc.
Engineers Architects Planners
FORT WORTH, TEXAS
CORPS OF ENGINEERS
U.S. ARMY ENGINEER DISTRICT, FORT WORTH
D.O.D SCHOOL
O & M PROJECTS
DMC
GDP
FEB 22 2002
PTR ADDITION
MICHAEL E. CARTWRIGHT, PE, VP
UTILIZE BAR SCALES IN LIEU OF NUMERIC SCALES.
(28"x40" TO TITLEBLOCK, 30"x42" TO CUTLINE)
IF THIS DRAWING IS OTHER THAN FULL SIZE
FORT KNOX, KENTUCKY
VAN VOORHIS ELEMENTARY
7/18/03 RECORD DRAWINGS
THIS DOCUMENT HAS BEEN PREPARED, INPART,
FROM INFORMATION FURNISHED BY THE LUSK
GROUP, INC., THE GENERAL CONTRACTOR FOR THE
BUILT PROJECT. PARKHILL, SMITH & COOPER, INC.
HAS NOT VERIFIED THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A
RESULT OF ERRONEOUS INFORMATION PROVIDED BY
THE LUSK GROUP, INC., JULY 18, 2003.
RECORD DRAWINGS
NORTH
KEY PLAN
NORTH
FLOOR PLAN
SCALE: 1/8"=1'-0"
A1.1 A1.1
PLAN
NORTH
A1.1 A1.1SCALE: 1/8"=1'-0"
DEMOLITION FLOOR PLAN
PLAN
REMOVE EXISTING METAL CANOPY COLUMNS, CONCRETE FOUNDATIONS, METAL COVER AND ANY
REMOVE EXISTING CONCRETE SIDEWALK AND LANDINGS AT ENTRY DOORS. REMOVE CONCRETE ALL
SAW CUT AND REMOVE EXISTING CONCRETE SIDEWALK FOR NEW CONCRETE LANDING AND RAMP.
REMOVE EXISTING RAIN GUTTER AND DOWNSPOUTS FROM NORTH SIDE OF EXISTING BUILDING.
BUILDING. REFER TO ROOF PLAN DETAIL FOR ADDITIONAL INFORMATION.
REMOVE EXISTING LIGHT FIXTURE. REFER TO ELECTRICAL PLANS FOR ADDITIONAL DEMOLITION
EXISTING TREES, BUSHES AND LANDSCAPING ELEMENTS FROM THIS AREA
EXISTING PAVERS, STONES, ROCKS AND WOOD RAILROAD TIE DECK AREA TO BE REMOVED BY
STARTS SHALL BE REMOVED BY THE CONTRACTOR
EXISTING WATER PONDS, WATER PUMPS AND ELECTRICAL SERVICE TO BE REMOVED BY THE GOVERNMENT
STARTS SHALL BE REMOVED BY THE CONTRACTOR
DASHED LINES SHOW LIMITS OF LANDSCAPING AND VEGETATION REMOVAL. REMOVE ALL VEGETATION
ART OBJECTS AND BOULDERS FROM THIS AREA AND REINSTALL THEM IN THE NEW DESIGNATED
GARDEN LOCATION.
REMOVE EXISTING YARD HYDRANT AND WATER LINE ASSOCIATED WITH THE HYDRANT BACK TO THE
A
FLASHING ASSOCIATED WITH THE CANOPY COVER.
THE WAY PAST THE EXISTING TRENCH DRAIN AND TO THE INTERSECTING SIDEWALK TO THE EAST
B
C
REMOVE EXISTING ROOFING MEMBRANE AT EDGE OF EXISTING BUILDING. REFER TO EXISTING
D
INFORMATION.
E
TO BE REMOVED BY THE GOVERNMENT UNDER ANOTHER CONTRACT.
F
THE GOVERNMENT UNDER ANOTHER CONTRACT. ANY ITEMS REMAINING ON THE SITE WHEN THE CONTRACTOR
G
UNDER ANOTHER CONTRACT. ANY ITEMS REMAINING ON THE SITE WHEN THE CONTRACTOR
H
AND LANDSCAPING ELEMENTS FROM WITHIN THESE LIMITS. REMOVE AND SALVAGE ANY LANDSCAPING
I
MAIN LINE. CAP THE EXISTING WATER LINE BACK AT THE MAIN LINE TAP.
J
THE REINSTALLED MATERIALS AND LANDSCAPING ELEMENTS.
ALL LANDSCAPING ELEMENTS NOT INDICATED TO BE SALVAGED OR RELOCATED
NOT NECESSARY TO BE RELOCATED SHALL BE REMOVED FROM THE SITE BY THE
THAT ARE DETERMINED BY THE CONTRACTING OFFICE OR SCHOOL PRINCIPAL AS
LANDSCAPING ELEMENTS INDICATED TO BE SALVAGED OR RELOCATED BUT
SHALL BE REMOVED FROM THE SITE BY THE GENERAL CONTRACTOR. ANY
GENERAL CONTRACTOR.
RAIN GUTTER DOWNSPOUT AND PRE-CAST CONCRETE SPLASH BLOCK. REFER TO DETAIL 7/C2.1
DASHED LINE INDICATES LIMITS OF SITE GRADING WORK AND GRASS SEEDING WORK.
NEW TRENCH DRAIN AND COVER. SEE SHEET C2.1
EXISTING CONCRETE ELECTRICAL BOX AND COVER SHALL REMAIN.
CLASSROOM SIGN. REFER TO SIGH DETAIL ON SHEET A3.15
6 DIMENSIONS OF THIS MECHANICAL CLOSET IS BASED ON THE MECHANICAL UNIT SPECIFIED AS
MANUFACTURED BY FLORIDA HEAT PUMP. IF THE CONTRACTOR SUPPLIES ANOTHER BRAND
OF UNIT AND IT IS LARGER IN PLAN THAN THE SPECIFIED UNIT, THE CONTRACTOR SHALL
ADJUST THE SIZE OF THE MECHANICAL CLOSETS ACCORDINGLY TO ALLOW FOR THE INSTALLATION
OF THE LARGER UNITS.
NOT USED
NOT USED7
K REMOVE EXISTING CAST IRON TRENCH AND COVER
ALL INTERIOR CMU WALLS ARE 8" NOMINAL CMU UNLESS NOTED OTHERWISE
REFER TO SHEET G1.4 FOR HANDICAP ACCESSIBILITY STANDARDSB
REFER TO SHEET G1.3 FOR ABBREVATIONS AND LEGENDA
GENERAL FLOOR PLAN NOTES
C
3 EXIST. CONC. ELECTRICAL BOX TO REMAIN, REFER ELECTRICAL
EXIST. ELECTRICAL TRANSFORMER AND BOLLARDS, REMAIN IN BASE BID
CONTRACTOR SHALL PROTECT TRANSFORMER FROM DAMAGE
RELOCATE TRANSFORMER AND BOLLARDS IN BID OPTION #1, REFER ELECTRICAL PLANS
EXIST. CHILLER BUILDING, PROTECT FROM DAMAGE
DEMOLITION FLOOR PLAN KEYED NOTES
#AS INDICATED BY:
9 WALL TO EXTEND TO DECK ABOVE
SEMI-RECESSED FIRE EXTINGUISHER CABINET, REFER TO DETAIL 9/A4.310
D REFER TO DETAIL 19/A4.2 FOR MASONRY CONTROL JOINT DETAIL
REMOVE WINDOW, CAST STONE SILL, AND WINDOW STOOLL
11 FILL EXTERIOR PORTION OF OPENING WITH MASONRY, MATCH EXISTING BRICK COLOR
STEEL TUBE COLUMNS, REFER STRUCTURAL AND PAINT12
EXISTING CONSTRUCTION AND FIRESTOPPING AT ANY EXISTING
SMOKE TIGHT WALL ASSEMBLY USE LIKE MATERIALS TO MATCH
13 INFILL ANY HOLES IN THE EXISTING WALLS FOR AN AIR-TIGHT
AND NEW PENETRATIONS
FILL INTERIOR PORTION OF OPENING WITH MASONRY, MATCH EXISTING WALLTHICKNESS, PAINT
M REMOVE EXISTING DOORS AND ALL HARDWARE. FRAME TO REMAIN
REMOVE DOORS, FRAME AND ALL HARDWARE, PREP OPENING TO RECEIVE N
NEW FRAME, DOORS AND HARDWARE
OF THE EXISTING TRENCH DRAIN
TIE DOWNSPOUT INTO STORM SEWER LINE. REFER TO MECHANICAL/PLUMBING PLANS14
NOT USED15
MAINTAIN A MINIMUM OF 3 5/8" OF SOLID CMU ON BACK SIDE OF RECESSED16
IN BID OPTION #1, REMOVE, SALVAGE AND RELOCATE STEEL BOLLARDS TO NEW
ELECTRICAL TRANSFORMER LOCATION. SEE SHEET MPE-1 FOR NEW TRANSFORMER
O
LOCATION. INSTALL BOLLARDS AT NEW TRANSFORMER LOCATION IN THE SAME
ARRANGEMENT AS THEY WERE AT IN THE EXISTING LOCATION. REPAINT. MATCH
BROWN COLOR OF FASCIA ON THE EXISTING SCHOOL BUILDING
ELECTRICAL WALL PANEL LOCATION.
W
2Q R
R
-0
PLAN PLAN
ROOF PLAN
SCALE: 1/8"=1'-0"
A2.1 A2.1
A2.1 A2.1SCALE: 1/8"=1'-0"
REFLECTED CEILING PLAN
KEY PLAN
NORTHNORTH
STOR 711
CLRM 710
CLRM 706
CLRM 712
CLRM 716
CLRM 717
CLRM 721
MECH 705
JAN 704
WORK 707
TLT
TLT
CORR 703
CORR 702
VEST 701
WORK 715
WORK 720
CLRM 24
CLRM 25
CLRM 23
CLRM 22
OFF
TLT
OFF
TLT
TLT
TLT
CLRM
CLRM 21
CLRM 20
CLRM 19
TLT
TLT
OFF
TLT
TLT
OFF
CLRM 18
STOR
CLRM 31
CLRM 30
CLRM 28
CLRM 29
CLRM 27
CLRM 26
TLT
TLT
TLT
TLT
TLT
TLT
OFF
CLRM 16
CLRM 17
CLRM 14
CLRM 15
OFF
TLT
TLT
TLT
TLT
OFF
CLRM 13
OFF
OFF
CONF
COPY
OFF
OFF
TLT
STOR
STOR
OFF
REC
OFF
MULTI PURPOSE
KITCHEN
JAN
MECH
COMPUTER
LAB 12
CLRM 11
CLRM 7
CLRM 6
CLRM 4
CLRM 2
CLRM 8
CLRM 10
CLRM 9
CLRM 1
CLRM 3
CLRM 5
BOYS
GIRLS
MAIN
SERVER
ROOM
BOILER
69,412 sq ft
6870 sq ft
NORTH
PLAN
S L O P E
D O W N
D O W N
S L O P E
S L O P E
D O W N
S L O P E
D O W N
S L O P E
D O W N
S L O P E
D O W N
A2.1 A4.3
A2.1 A3.1
A2.1 A4.2
A2.1 A4.2
A
B
B
A2.1 A4.1
C
BBBB
B B B B
A2.1 A4.1
A2.1 A4.1
D
E
E
A2.1 A3.1
DOWN
SLOPE
A2.1 A2.1
EDGE OF EXISTING WALL
2 LAYER 5/8" TYPE 'X'
GWB
20GA 3 5/8" METAL STUDS
@ 16" OC
EDGE OF EXISTING SOFFIT
16 GA 3 5/8' METAL
STUD JOISTS @ SOFFIT CONDITION
A2.1 A2.1SCALE: 1 1/2"=1'-0"
DETAIL
EXISTING MASONRY WALL
SEALANT, BOTH SIDES
DOOR & FRAME, AS SCHED.
1/ 4"
1/
2"
USE FLAT RED HEAD ANCHORS OR TOGGLE BOLTS
TO SECURE JAMBS TO EXISTING MASONRY. HOLES IN FRAME
SHALL BE COUNTERSUNK, FILL VOIDS w/BONDO & GRIND SMOOTH
1/4"
S I M I L A R
C O N D I T I O N
LOCATE NEW DOOR FRAME AT SAME LOCATION
AS EXISTING DOOR FRAME THAT WAS REMOVED
TRANSOM PANEL @ SIMILAR CONDITION.
FIRE SEAL ALL JOINTS BETWEEN TRANSOM
PANEL & FRAME & PAINT
DETAIL
SCALE: 1 1/2"=1'-0"
A3.1 A2.1
W
2Q R
R
-0
PLAN PLAN
ROOF PLAN
SCALE: 1/8"=1'-0"
A2.1 A2.1
A2.1 A2.1SCALE: 1/8"=1'-0"
REFLECTED CEILING PLAN
KEY PLAN
NORTHNORTH
STOR 711
CLRM 710
CLRM 706
CLRM 712
CLRM 716
CLRM 717
CLRM 721
MECH 705
JAN 704
WORK 707
TLT
TLT
CORR 703
CORR 702
VEST 701
WORK 715
WORK 720
CLRM 24
CLRM 25
CLRM 23
CLRM 22
OFF
TLT
OFF
TLT
TLT
TLT
CLRM
CLRM 21
CLRM 20
CLRM 19
TLT
TLT
OFF
TLT
TLT
OFF
CLRM 18
STOR
CLRM 31
CLRM 30
CLRM 28
CLRM 29
CLRM 27
CLRM 26
TLT
TLT
TLT
TLT
TLT
TLT
OFF
CLRM 16
CLRM 17
CLRM 14
CLRM 15
OFF
TLT
TLT
TLT
TLT
OFF
CLRM 13
OFF
OFF
CONF
COPY
OFF
OFF
TLT
STOR
STOR
OFF
REC
OFF
MULTI PURPOSE
KITCHEN
JAN
MECH
COMPUTER
LAB 12
CLRM 11
CLRM 7
CLRM 6
CLRM 4
CLRM 2
CLRM 8
CLRM 10
CLRM 9
CLRM 1
CLRM 3
CLRM 5
BOYS
GIRLS
MAIN
SERVER
ROOM
BOILER
69,412 sq ft
6870 sq ft
NORTH
PLAN
S L O P E
D O W N
D O W N
S L O P E
S L O P E
D O W N
S L O P E
D O W N
S L O P E
D O W N
S L O P E
D O W N
A2.1 A4.3
A2.1 A3.1
A2.1 A4.2
A2.1 A4.2
A
B
B
A2.1 A4.1
C
BBBB
B B B B
A2.1 A4.1
A2.1 A4.1
D
E
E
A2.1 A3.1
DOWN
SLOPE
A2.1 A2.1
EDGE OF EXISTING WALL
2 LAYER 5/8" TYPE 'X'
GWB
20GA 3 5/8" METAL STUDS
@ 16" OC
EDGE OF EXISTING SOFFIT
16 GA 3 5/8' METAL
STUD JOISTS @ SOFFIT CONDITION
A2.1 A2.1SCALE: 1 1/2"=1'-0"
DETAIL
EXISTING MASONRY WALL
SEALANT, BOTH SIDES
DOOR & FRAME, AS SCHED.
1/ 4"
1/
2"
USE FLAT RED HEAD ANCHORS OR TOGGLE BOLTS
TO SECURE JAMBS TO EXISTING MASONRY. HOLES IN FRAME
SHALL BE COUNTERSUNK, FILL VOIDS w/BONDO & GRIND SMOOTH
1/4"
S I M I L A R
C O N D I T I O N
LOCATE NEW DOOR FRAME AT SAME LOCATION
AS EXISTING DOOR FRAME THAT WAS REMOVED
TRANSOM PANEL @ SIMILAR CONDITION.
FIRE SEAL ALL JOINTS BETWEEN TRANSOM
PANEL & FRAME & PAINT
DETAIL
SCALE: 1 1/2"=1'-0"
A3.1 A2.1
9:48:536/19/2003 Drawing File: R:\projects\2001\8256.01\CADD\ARCH\a2018256.dwg (KEN-M)
Xrefs: XKP8256, XFP8256, XTB8256
6A2.1 10
REFLECTED CEILING PLAN, ROOF PLAN &
DETAILS
SCALE: 1/8"=1'-0"
0 8' 16'
AS INDICATED BY: #
KEYED ROOF PLAN NOTES
1 EXISTING ROOF
2 PRE-FINISHED SHEET METAL GUTTER
3 ROOF RIDGE LINE
4 EXISTING PARAPET
5 THE SURFACE OF THE NEW ROOF MUST NOT EXTEND
6 REMOVE EXISTING ROOFING MEMBRANE AND FLASHING
FOR INSTALLATION OF NEW FLASHING FOR NEW ADJACENT
ROOFING AS REQUIRED.
AS INDICATED BY: #
KEYED RCP NOTES
A NEW 1 HR FIRE RATED DRYWALL SOFFIT
GENERAL NOTES
A REFER TO SHEET G1.3 FOR ABBREVIATIONS & LEGENDS
CADD FILE NAME:
B
C
D
E
F
G
B
A
C
D
E
F
2 3 4 5 6 7 8
3 4 5 6 7 8 9 10
G
C O N T R
N O
DESCRIPTION OF REVISIONSYM. D.O. NO. DATEACTION
DRAWN BY:
GDP
DESIGNED BY:
REVIEWED BY:
SUBMITTED BY:
ENGINEER:
OF
SHEET NO.DRAWING NUMBER
CONTR. NO.
SOL. NO. DATED:
SEQUENCE
NO.
OF ENGINEERS
US ARMY CORPS
Parkhill, Smith & Cooper, Inc.
Engineers Architects Planners
FORT WORTH, TEXAS
CORPS OF ENGINEERS
U.S. ARMY ENGINEER DISTRICT, FORT WORTH
D.O.D SCHOOL
O & M PROJECTS
DMC
GDP
FEB 22 2002
PTR ADDITION
MICHAEL E. CARTWRIGHT, PE, VP
UTILIZE BAR SCALES IN LIEU OF NUMERIC SCALES.
(28"x40" TO TITLEBLOCK, 30"x42" TO CUTLINE)
IF THIS DRAWING IS OTHER THAN FULL SIZE
FORT KNOX, KENTUCKY
VAN VOORHIS ELEMENTARY
7/18/03 RECORD DRAWINGS
THIS DOCUMENT HAS BEEN PREPARED, INPART,
FROM INFORMATION FURNISHED BY THE LUSK
GROUP, INC., THE GENERAL CONTRACTOR FOR THE
BUILT PROJECT. PARKHILL, SMITH & COOPER, INC.
HAS NOT VERIFIED THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A
RESULT OF ERRONEOUS INFORMATION PROVIDED BY
THE LUSK GROUP, INC., JULY 18, 2003.
RECORD DRAWINGS
2'-0"x2'-0" SUSPENDED CEILING GRID
REFLECTED CEILING LEGEND
PAINTED STEEL LINTEL OR FRAMINGB
1'-0" WIDE METAL SOFIT PANELS
TAPERED RIGID INSULATION SLOPE7
C EXTEND LAY-IN CEILING INTO VESTIBULE
ANGLE UP TO MEET EXISTING WINDOW FRAME
PROVIDE 1'-0" WIDE TRANSITION TILED
E CEILING MOUNTED LIGHT FIXTURE
8 NOT USED
ABOVE THE TOP SURFACE OF THE ADJACENT EXISTING
ROOF SURFACE TO THE SOUTH. ADJUST INSULATION
THICKNESS AS NEEDED TO MAINTAIN THIS CONDITION IF NEEDED
TOWARDS THE RIDGE LINE OF THE NEW ROOF
PAINT ALL ROOF PENETRATIONS. MATCH EXISTING BROWN9
FASCIA COLOR ON EXISTING SCHOOL BUILDING
DO NOT SECURE TO EXISTING ASBESTOS CONTAINING TRANSITE
SUB CEILING, LOCATE ABOVE EXISTING SHEET METAL
OR VINYL SOFFIT
2'1'0
SCALE: 1 1/2"=1'-0"
W
2Q R
R
-0
SCALE: 1/8"=1'-0"
EAST ELEVATION 1
A1.1 A3.1
A1.1 A3.1
NORTH ELEVATION
SCALE: 1/8"=1'-0"
LF
SIGN TYPE A
SIGNAGE DETAIL
TEACHER NAME
BRAILLE AND REMOVABLE
8"x6" ROOM NAME
ROOM NUMBER &
NAME STRIP
CLASSROOM
3/ 8"
5/ 8"
8"
LF
G3
107A
107B
A3.1 A4.2
A3.1 A4.2 SIM
MARK
FRAME TYPEDOOR TYPE
10 1/2"10"
B
R E F E R
S C H E D
REFER
SCHED
REFER
SCHED
R E F E R
S C H E D
A
REFER
SCHED
R E F E R
S C H E D
C
1'-8"
S E E
E L E V
THRU BOLT
FRAME, PAINT
MTL SURROUND
SCHED
GLASS AS
SCHED
DOOR AS
COUNTERSUNK
W/ SCREWS
LIGHT FRAME LF
1/2"
HM
VARIES 1 15/16"
U N L E S S
N O T E D
O T H E R W I S E
5/ 8"
1 15/16"
AS SCHED
FRAME SIZE
1/2"
STANDARD DOOR DETAILS
HM1
R E F E R
S C H E D
REFER
SCHED
8" 8"
SEE HM
FRAME SCHED CEILING HEIGHT IN CLOSET ARE AT SAME HEIGHT AS1
X4/A2.112/A4.3 SIM
12/A4.312/A4.3
L1
3-0x7-0
3,4
GLAZING
REFER GLAZING SCHEDULE
DIMENSION
20 MIN=L1
FIRE LABEL
W1 W1,W2 W1 W1
M2
M2
L2
20/A4.25/A4.212/A4.3HM
HM
HM
5 7/8
5 7/8
C
C
A 5 7/8
-2/A4.21/A4.2
5 7/8
5 7/8
5 7/8
HM1B
B
C
3-0x7-0
3-0x7-0 B
B
5 7/8
5 7/8
HM
SCTF 1/A4.2 2/A4.2
L1
L1
L1
CORRIDOR F2 B1 W3 W1,W2 W1 W1,W2 C1 9'-0"
CLASSROOM F2 B1 W1 W1 W1 W1,W2 C1 9'-0"
9'-0"C1W1W1W1,W2W1B1F2
9'-0"C1B1F2
9'-0"C1W1,W2W1W1W1B1F2CLASSROOM
CLASSROOM
CLASSROOM
106 VESTIBULE
SILL
REMARKS
HEAD
FRAME
CONST SIZE JAMB
DETAILS
TYPE
PR SIZE
DOOR
DOOR SCHEDULE
CONST
FOOTNOTES
MISC.
M1 = FIELD VERIFY OPENING
PROFILE
=HM
FOR TYPICAL HOLLOW METAL FRAME
* = SIM
INDICATED IS NOMINAL. REDUCTION SHALL BE MADE
OPENING SIZE INDICATED: (FT-IN) (WxH) DOOR SIZE
FOR THRESHOLD & EDGE CLEARANCES-ALL DOORS
ARE 1 3/4" THICK UNLESS INDICATED OTHERWISE.
DEPTH REFER TO DETAIL (THIS SHEET)
SIZE INDICATED IS OVERALL FRAME
5 FRAME SIZE (INDICATED IN INCHES)
FINISH
SOLID CORE WOOD, TRANSPARENT=
CONSTRUCTION/VENEER
SCTF
DOOR TYPE
REFER TO DOOR TYPE SCHEDULE
FRAME TYPE
HOLLOW METAL, PAINT FINISH
DETAILS:6
EXAMPLE:
DETAIL 1/A5.1 SHEET #
7 REMARKS
FOOTNOTES
WALL PAINT=W1
4" RESILIENT=B1
1 FLOOR
BASE2
F1 NOT USED
VINYL TILE W/ ACCENTS
3 WALL
CEILING (FT-IN)4
2x2 ACOUSTICAL LAY-IN=C1
5 REMARKS
=F2
X = EXISTING
ROOM
FINISH SCHEDULE
NO.
SENDESCRIPTION
FLOOR BASE
WALLS
TYPE HT(ft-in)W
REMARKS
CEILING
HOLLOW METAL, PAINT FINISH=HMPF
EXISTING FRAME TO REMAINX =
G4
G2
G3
G1
TYPEMARK
GLAZING SCHEDULE
1/4" TINTED TEMPERED
1/4" CLEAR TEMPERED
1/4" WIRED
1" TINTED INSULATING
1/4" CLEAR FLOATG6
1" TINTED TEMPERED INSULATING G5
X = EXISTING
2 PROVIDE CEILING HOLD DOWN CLIPS IN THIS ROOM
W2= ACCENT PAINT
ACCENT PAINT=W3
W4= DRYWALL AND/OR EXISTING BRICK
A3.1 A4.2
A3.1 A4.2
M2 = THERMALLY INSULATED DOORS
3-0x7-0
ALUMINUM WINDOW SCHEDULE
4'-0" WINDOW
DIMENSION
FINISHED FLOOR
SINGLE HUNG OPERABLE
WINDOW AND SCREEN
AL01
81 1 6 8
8 6 7 76
4 5
3 3 3 4 5
1 1
101A MECHANICAL CLOSET F2 B1 W1 W1 W1 W1 C1 9'-0" 1
102A MECHANICAL CLOSET F2 B1 W1 W1 W1 W1 C1 9'-0" 1
103A MECHANICAL CLOSET F2 B1 W1 W1 W1 W1 C1 9'-0" 1
104A MECHANICAL CLOSET F2 B1 W1 W1 W1 W1 C1 9'-0" 1
F3 B1 W1 W1 W3 W1 C1 9'-0" 2,4
2,48'-6"C1W4XW1W1B1F3
VESTIBULE108
8'-6"C1W4W4W3W1,W3B1F2,F3CORRIDOR 3,4,5
CLASSROOMS
101A --2-6x7-0 A 5 7/8
-5 7/8A102A
5 7/8A M2103A
-A 5 7/8104A
HOLLOW METAL FRAME SCHEDULE
HM02 HM03
HM04 HM05
HM06
6'-8"
4" 6'-0" 4"
4"6'-0"4"
6'-8"
G1 G1
G4 G4
G2G2
G6 G6
9'-5"
2" 1'-4 1/2"
2" 6'-0" 2"
1'-4 1/2" 2"
G1 G1
G4G4G4 G4
G5 G5
G5 G5
14'-5"
5'-0" 6'-0" 3'-5"
2" 2'-3" 2" 2'-3" 2" 2"
1'-5 1/2" 2"
1'-5 1/2" 2"
G5
G5
G4 G4G4 G4
G1G1
G5
G5
G4
G4
G4 G4
G4
G4
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
" 5
A3.1 A4.2
HM07
2'-0"
2" 1'-8" 2"
A F F
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
" 8
SIM
G3
G5G5
G5G5
G4G4 G4 G4
G1G1
2"6'-0"2"2"
9'-5"
2"
1'-4 1/2"1'-4 1/2"
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
SIM
A3.1 A4.2
SIM
A3.1 A4.2
A3.1 A4.2
9' -9
/2
G C
S I T E
V E R I F Y
O P E N I N G
2' -5
/2
G3 G3
6'-3"
G.C. SITE VERIFY OPENING
1 1/2" 6'-0" 1 1/2"
HM08
HOLLOW METAL TRANSOM PANEL INSERT
WITH 45 HR FIRE RATING
A3.1 A2.1
A3.1 A2.1 SIM
FFE=100'-0"
1'-0"
A2.1 A3.1
SECTION ELEVATION
SCALE: 1/8"=1'-0"
3-0x7-0
3-0x7-0
3-0x7-0
3-0x7-0 C HM107
HM1
HM1
HM1
HM1
HM1
HM1
HM1
HM6
HM5
HM3
HM4
HM8
3/A4.2 & 3/A4.2 SIM
1/A4.2 2/A4.2
1/A4.2 2/A4.2
1/A4.2 2/A4.2
5 7/8 12/A4.3 12/A4.3 -
A3.1 A4.1 OPP HAND
OPEN
3 32
17 17
SLIP RESIST VINYL TILE=F3
AND ACCENT LOCATIONS IN THIS AREA
SEE INTERIOR FINISH PLAN FOR FLOOR COVERING BORDER 3
4 SEE INTERIOR FINISH PLAN FOR EXTENTS OF
ACCENT WALL PAINTS
UNPAINTED
NORTHWEST CORNER OF EXISTING BRICK TO REMAIN 5
SCALE: 1/8"=1'-0"
FINISH PLAN 4
A3.1 A3.1
109 STORAGE X X X W1 X X X X -
A
A
W3
W4
W4
W4
W3
W3
W2 W2
W2W2
W2
W2
REFER TO SHEET G1.4
FOR TYPICAL SIGNAGE MOUNTING
INFORMATION
2-6x7-0
2-6x7-0
2-6x7-0
SCTF
SCTF
SCTF
SCTF
SCTF
SCTF
SCTF
1/A4.2
1/A4.2
1/A4.2
1/A4.2
HM23-0x7-0 5 7/8C HM M2
L2, M3
12/A4.3108
107C B HM - X X X X
NEW DOORS IN EXISTING DOOR FRAME=M3
CONTRACTOR SHALL SITE VERIFY EXISTING
DOOR SIZE. MODIFY EXISTING DOOR
FRAME AS REQUIRED FOR NEW DOOR
HARDWARE COMPATABILITY
3-0x7-0
3-0x7-0 VERIFY
3/A4.2 & 3/A4.2 SIM
20/A4.2 20/A4.2
12/A4.3 20/A4.2
L2 = 45 MIN
19 19
OFF
OFF
OFF
TLT
TLT
CLRM 14
CLRM 16
OFF
TLT
TLT
CLRM 18
TYPICAL TYPICAL
TYPICAL TYPICAL
A
FLOOR PATTERN LEGEND
A CUT TILE REQUIRED ALONG THIS LINE AS SHOWN
KEYED NOTES INDICATED BY: #
FINISH PLAN NOTES
SYMBOL WITH ASSOCIATED LINES DENOTES CENTER OF TILE PATTERN
VINYL COMPOSITION TILE (ACCENT)
SLIP-RESIST VINYL TILE
VINYL COMPOSITION TILE (BORDER)
VINYL COMPOSITION TILE (FIELD)
A
PTR Addition
VAN VOORHIS ELEMENTARY
Issue Date:
Revisions:
PSC Project #:
FLOOR PATTERN REVISION
10.23.2002
03.8256.01
FORT KNOX, KENTUCKY
A3.1 A3.1
FINISH PLAN
SCALE: 1/8"=1'-0"
3/A4.2 & 3/A4.2 SIM
3/A4.2 & 3/A4.2 SIM
W
2Q R
R
-0
EAST ELEVATION 1
A1.1 A3.1
A1.1 A3.1
NORTH ELEVATION
SCALE: 1/8"=1'-0"
LF
SIGN TYPE A
SIGNAGE DETAIL
TEACHER NAME
BRAILLE AND REMOVABLE
8"x6" ROOM NAME
ROOM NUMBER &
NAME STRIP
CLASSROOM
3/ 8"
5/ 8"
8"
LF
G3
107A
107B
A3.1 A4.2
A3.1 A4.2 SIM
MARK
FRAME TYPEDOOR TYPE
10 1/2"10"
B
R E F E R
S C H E D
REFER
SCHED
REFER
SCHED
R E F E R
S C H E D
A
REFER
SCHED
R E F E R
S C H E D
C
1'-8"
S E E
E L E V
THRU BOLT
FRAME, PAINT
MTL SURROUND
SCHED
GLASS AS
SCHED
DOOR AS
COUNTERSUNK
W/ SCREWS
LIGHT FRAME LF
1/2"
HM
VARIES 1 15/16"
U N L E S S
N O T E D
O T H E R W I S E
5/ 8"
1 15/16"
AS SCHED
FRAME SIZE
1/2"
STANDARD DOOR DETAILS
HM1
R E F E R
S C H E D
REFER
SCHED
8" 8"
SEE HM
FRAME SCHED CEILING HEIGHT IN CLOSET ARE AT SAME HEIGHT AS1
X4/A2.112/A4.3 SIM
12/A4.312/A4.3
L1
3-0x7-0
3,4
GLAZING
REFER GLAZING SCHEDULE
DIMENSION
20 MIN=L1
FIRE LABEL
W1 W1,W2 W1 W1
M2
M2
L2
20/A4.25/A4.212/A4.3HM
HM
HM
5 7/8
5 7/8
C
C
A 5 7/8
-2/A4.21/A4.2
5 7/8
5 7/8
5 7/8
HM1B
B
C
3-0x7-0
3-0x7-0 B
B
5 7/8
5 7/8
HM
SCTF 1/A4.2 2/A4.2
L1
L1
L1
CORRIDOR F2 B1 W3 W1,W2 W1 W1,W2 C1 9'-0"
CLASSROOM F2 B1 W1 W1 W1 W1,W2 C1 9'-0"
9'-0"C1W1W1W1,W2W1B1F2
9'-0"C1B1F2
9'-0"C1W1,W2W1W1W1B1F2CLASSROOM
CLASSROOM
CLASSROOM
106 VESTIBULE
SILL
REMARKS
HEAD
FRAME
CONST SIZE JAMB
DETAILS
TYPE
PR SIZE
DOOR
DOOR SCHEDULE
CONST
FOOTNOTES
MISC.
M1 = FIELD VERIFY OPENING
PROFILE
=HM
FOR TYPICAL HOLLOW METAL FRAME
* = SIM
INDICATED IS NOMINAL. REDUCTION SHALL BE MADE
OPENING SIZE INDICATED: (FT-IN) (WxH) DOOR SIZE
FOR THRESHOLD & EDGE CLEARANCES-ALL DOORS
ARE 1 3/4" THICK UNLESS INDICATED OTHERWISE.
DEPTH REFER TO DETAIL (THIS SHEET)
SIZE INDICATED IS OVERALL FRAME
5 FRAME SIZE (INDICATED IN INCHES)
FINISH
SOLID CORE WOOD, TRANSPARENT=
CONSTRUCTION/VENEER
SCTF
DOOR TYPE
REFER TO DOOR TYPE SCHEDULE
FRAME TYPE
HOLLOW METAL, PAINT FINISH
DETAILS:6
EXAMPLE:
DETAIL 1/A5.1 SHEET #
7 REMARKS
FOOTNOTES
WALL PAINT=W1
4" RESILIENT=B1
1 FLOOR
BASE2
F1 NOT USED
VINYL TILE W/ ACCENTS
3 WALL
CEILING (FT-IN)4
2x2 ACOUSTICAL LAY-IN=C1
5 REMARKS
=F2
X = EXISTING
ROOM
FINISH SCHEDULE
NO.
SENDESCRIPTION
FLOOR BASE
WALLS
TYPE HT(ft-in)W
REMARKS
CEILING
HOLLOW METAL, PAINT FINISH=HMPF
EXISTING FRAME TO REMAINX =
G4
G2
G3
G1
TYPEMARK
GLAZING SCHEDULE
1/4" TINTED TEMPERED
1/4" CLEAR TEMPERED
1/4" WIRED
1" TINTED INSULATING
1/4" CLEAR FLOATG6
1" TINTED TEMPERED INSULATING G5
X = EXISTING
2 PROVIDE CEILING HOLD DOWN CLIPS IN THIS ROOM
W2= ACCENT PAINT
ACCENT PAINT=W3
W4= DRYWALL AND/OR EXISTING BRICK
A3.1 A4.2
A3.1 A4.2
M2 = THERMALLY INSULATED DOORS
3-0x7-0
ALUMINUM WINDOW SCHEDULE
4'-0" WINDOW
DIMENSION
FINISHED FLOOR
SINGLE HUNG OPERABLE
WINDOW AND SCREEN
AL01
81 1 6 8
8 6 7 76
4 5
3 3 3 4 5
1 1
101A MECHANICAL CLOSET F2 B1 W1 W1 W1 W1 C1 9'-0" 1
102A MECHANICAL CLOSET F2 B1 W1 W1 W1 W1 C1 9'-0" 1
103A MECHANICAL CLOSET F2 B1 W1 W1 W1 W1 C1 9'-0" 1
104A MECHANICAL CLOSET F2 B1 W1 W1 W1 W1 C1 9'-0" 1
F3 B1 W1 W1 W3 W1 C1 9'-0" 2,4
2,48'-6"C1W4XW1W1B1F3
VESTIBULE108
8'-6"C1W4W4W3W1,W3B1F2,F3CORRIDOR 3,4,5
CLASSROOMS
101A --2-6x7-0 A 5 7/8
-5 7/8A102A
5 7/8A M2103A
-A 5 7/8104A
HOLLOW METAL FRAME SCHEDULE
HM02 HM03
HM04 HM05
HM06
6'-8"
4" 6'-0" 4"
4"6'-0"4"
6'-8"
G1 G1
G4 G4
G2G2
G6 G6
9'-5"
2" 1'-4 1/2"
2" 6'-0" 2"
1'-4 1/2" 2"
G1 G1
G4G4G4 G4
G5 G5
G5 G5
14'-5"
5'-0" 6'-0" 3'-5"
2" 2'-3" 2" 2'-3" 2" 2"
1'-5 1/2" 2"
1'-5 1/2" 2"
G5
G5
G4 G4G4 G4
G1G1
G5
G5
G4
G4
G4 G4
G4
G4
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
" 5
A3.1 A4.2
HM07
2'-0"
2" 1'-8" 2"
A F F
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
" 8
SIM
G3
G5G5
G5G5
G4G4 G4 G4
G1G1
2"6'-0"2"2"
9'-5"
2"
1'-4 1/2"1'-4 1/2"
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
A3.1 A4.2
SIM
A3.1 A4.2
SIM
A3.1 A4.2
A3.1 A4.2
9' -9 /2
G C
S I T E
V E R I F Y
O P E N I N G
2' -5 /2
G3 G3
6'-3"
G.C. SITE VERIFY OPENING
1 1/2" 6'-0" 1 1/2"
HM08
HOLLOW METAL TRANSOM PANEL INSERT
WITH 45 HR FIRE RATING
A3.1 A2.1
A3.1 A2.1 SIM
FFE=100'-0"
1'-0"
A2.1 A3.1
SECTION ELEVATION
SCALE: 1/8"=1'-0"
3-0x7-0
3-0x7-0
3-0x7-0
3-0x7-0 C HM107
HM1
HM1
HM1
HM1
HM1
HM1
HM1
HM6
HM5
HM3
HM4
HM8
3/A4.2 & 3/A4.2 SIM
1/A4.2 2/A4.2
1/A4.2 2/A4.2
1/A4.2 2/A4.2
5 7/8 12/A4.3 12/A4.3 -
A3.1 A4.1 OPP HAND
OPEN
3 32
17 17
SLIP RESIST VINYL TILE=F3
AND ACCENT LOCATIONS IN THIS AREA
SEE INTERIOR FINISH PLAN FOR FLOOR COVERING BORDER 3
4 SEE INTERIOR FINISH PLAN FOR EXTENTS OF
ACCENT WALL PAINTS
UNPAINTED
NORTHWEST CORNER OF EXISTING BRICK TO REMAIN 5
SCALE: 1/8"=1'-0"
FINISH PLAN 4
A3.1 A3.1
109 STORAGE X X X W1 X X X X -
REFER TO SHEET G1.4
FOR TYPICAL SIGNAGE MOUNTING
INFORMATION
2-6x7-0
2-6x7-0
2-6x7-0
SCTF
SCTF
SCTF
SCTF
SCTF
SCTF
SCTF
1/A4.2
1/A4.2
1/A4.2
1/A4.2
HM23-0x7-0 5 7/8C HM M2
L2, M3
12/A4.3108
107C B HM - X X X X
NEW DOORS IN EXISTING DOOR FRAME=M3
CONTRACTOR SHALL SITE VERIFY EXISTING
DOOR SIZE. MODIFY EXISTING DOOR
FRAME AS REQUIRED FOR NEW DOOR
HARDWARE COMPATABILITY
3-0x7-0
3-0x7-0 VERIFY
3/A4.2 & 3/A4.2 SIM
20/A4.2 20/A4.2
12/A4.3 20/A4.2
L2 = 45 MIN
19 19
3/A4.2 & 3/A4.2 SIM
3/A4.2 & 3/A4.2 SIM
A
A
W3
W4
W4
W4
W3
W3
W2 W2
W2W2
W2
W2
OFF
OFF
TYPICAL TYPICAL
TYPICAL TYPICAL
6A3.1 11
EXTERIOR ELEVATIONS, SCHEDULES
9:48:376/19/2003 Drawing File: R:\projects\2001\8256.01\CADD\ARCH\a3018256.dwg (KEN-M)
Xrefs: XTB8256
AS INDICATED BY: #
EXTERIOR ELEVATION KEYED NOTES
1 FACE BRICK
PRE-FINISHED SHEET METAL FASCIA
MASONRY CONTROL JOINT, REFER DETAIL 19/A4.2
PRE-FINISHED SHEET METAL GUTTER & FASCIA
EDGE OF SLOPING ROOF BEYOND
PRE-FINISHED SHEET METAL DOWNSPOUTS
ALUMINUM FRAMED WINDOWS
8 HOLLOW METAL DOORS AND FRAME
TOP EDGE OF EXISTING BUILDING BEYOND9
10 EXISTING BUILDING
8'4'0
SCALE: 1/4"=1'-0"
CADD FILE NAME:
B
C
D
E
F
G
B
A
C
D
E
F
2 3 4 5 6 7 8
3 4 5 6 7 8 9 10
G
C O N T R
N O
DESCRIPTION OF REVISIONSYM. D.O. NO. DATEACTION
DRAWN BY:
GDP
DESIGNED BY:
REVIEWED BY:
SUBMITTED BY:
ENGINEER:
OF
SHEET NO.DRAWING NUMBER
CONTR. NO.
SOL. NO. DATED:
SEQUENCE
NO.
OF ENGINEERS
US ARMY CORPS
Parkhill, Smith & Cooper, Inc.
Engineers Architects Planners
FORT WORTH, TEXAS
CORPS OF ENGINEERS
U.S. ARMY ENGINEER DISTRICT, FORT WORTH
D.O.D SCHOOL
O & M PROJECTS
DMC
GDP
FEB 22 2002
PTR ADDITION
MICHAEL E. CARTWRIGHT, PE, VP
UTILIZE BAR SCALES IN LIEU OF NUMERIC SCALES.
(28"x40" TO TITLEBLOCK, 30"x42" TO CUTLINE)
IF THIS DRAWING IS OTHER THAN FULL SIZE
FORT KNOX, KENTUCKY
VAN VOORHIS ELEMENTARY
7/18/03 RECORD DRAWINGS
THIS DOCUMENT HAS BEEN PREPARED, INPART,
FROM INFORMATION FURNISHED BY THE LUSK
GROUP, INC., THE GENERAL CONTRACTOR FOR THE
BUILT PROJECT. PARKHILL, SMITH & COOPER, INC.
HAS NOT VERIFIED THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A
RESULT OF ERRONEOUS INFORMATION PROVIDED BY
THE LUSK GROUP, INC., JULY 18, 2003.
RECORD DRAWINGS
NOT USED11
12 CMU, PAINT
LAY-IN CEILING13
14 ANGLE LAY-IN CEILING TO MEET HEAD OF EXISTING WINDOW
STEEL TUBE, PAINT15
16 SEMI-RECESSED FIRE EXTINGUISHER CABINET
BASE AS SCHED17
AND FINISH PLAN
18 STEEL COLUMN, PAINT
SCALE: 1/8"=1'-0"
0 8' 16'
LIGHT FIXTURE, RERER ELECTRICAL PLANS19
STEEL TUBE COLUMN
REFER STRUCTURAL REFER STRUCTURAL
STEEL TUBE COLUMN
STEEL TUBE COLUMN
REFER STRUCTURAL
PROVIDE 1/4" THICK STEEL END CAP @ END OF STEEL20
TUBE BEAM. SEAL 1" JOINT BETWEEN END OF STEEL
TUBE BEAM & EXISTING BUILDING SIMILAR TO DETAIL 11/A4.2
FLOOR PATTERN LEGEND
A CUT TILE REQUIRED ALONG THIS LINE AS SHOWN
WALL FINISHES DENOTED BY: #
KEYED NOTES INDICATED BY: #
FINISH PLAN NOTES
SYMBOL WITH ASSOCIATED LINES DENOTES CENTER OF TILE PATTERN
VINYL COMPOSITION TILE (ACCENT)
SLIP-RESIST VINYL TILE
VINYL COMPOSITION TILE (BORDER)
VINYL COMPOSITION TILE (FIELD)
W
2Q R
R
-0
A1.1, A2.1 A4.1SCALE: 3/4"=1'-0"
SOUTH WALL SECTION
SCALE: 3/4"=1'-0"
NORTH WALL SECTION 1
A1.1, A2.1 A4.1
24" OC
WEEP HOLES @
CONCRETE FOUNDATION, REF STRUCT
THRU WALL FLASHING
FACE BRICK
2" RIGID INSULATION
CONCRETE SLAB, REF STRUCT
RESILIENT WALL BASE
@ 16" OC
8" CMU W/HORIZ REINF
LAY-IN CEILING
STEEL JST, REF STRUCT
METAL ROOF DECKING, REF STRUCT
R-19 RIGID INSULATION
ROOFING MEMBRANE SYSTEM
FILL VOID W/ CUT 8" CMU BLOCK
1'-3 5/8"
REF STRUCT
JOIST OUTRIGGERS, REFER STRUCT
CUT CMU TO FOLLOW SLOPE
E L E V A T I O N
V A R I E S
M I N
M A X
VARIES BETWEEN 0" MIN-9" MAX'
TOM=VARIES
FFE=100'-0"
CONT REINFORCING
BOND BEAM W/ 2-#5
V A R I E S
A4.1 A4.3
AIR SPACE
CONCRETE FOUNDATION,
CONCRETE SLAB,
RESILIENT WALL BASE
@ 16" OC
8" CMU W/HORIZ REINF
LAY-IN CEILING
FILL VOID W/ CUT 8"
METAL ROOF DECKING,
R-19 RIGID INSULATION
ROOFING MEMBRANE
BOND BEAM W/ 2-#5
CONT REINFORCING
TOS = VARIES
1'-3 5/8"
REF STRUCT
JOIST OUTRIGGERS
CUT CMU TO
E L E V A T I O N
V A R I E S
M I N
M A X
EXISTING BUILDING
V A R I E S
M I N
M A X
REMOVE EXISTING GUTTER
REF STRUCT
REF STRUCT
REF STRUCT
FOLLOW SLOPE
SYSTEM
TOM=VARIES
FFE-100'-0"
STEEL JST, REF STRUCT
CMU BLOCK
V A R I E S
CHANNEL JOIST
8" STEEL
REFER STRUCT
2" RIDGID INSULATION
FACE BRICK
A4.1 A4.3
A4.1 A4.3
A4.1 A4.3
A4.1 A4.3
REFER STRUCT
THRU WALL FOR A 1 HR FIRE RATING
2 LAYERS 5/8" TYPE 'X' GWB
FIRE SEAL ALL PENETRATIONS
20 GA 3 5/8" METAL STUDS @ 16" OC
5"
24" OC
WEEP HOLES @
CONCRETE FOUNDATION, REF STRUCT
THRU WALL FLASHING
FACE BRICK
2" RIGID INSULATION
CONCRETE SLAB, REF STRUCT
RESILIENT WALL BASE
@ 16" OC
8" CMU W/HORIZ REINF
LAY-IN CEILING
STEEL JST, REF STRUCT
METAL ROOF DECKING, REF STRUCT
R-19 RIGID INSULATION
ROOFING MEMBRANE SYSTEM
8" CMU BOND BEAM W/2-#5
CONT REINFORCING
1'-3 5/8"
SLOPE DOWN
FILL VOID W/ CUT 8" CMU BLOCK
TOM=112'-0"
FFE=100'-0"
A4.1 A4.3
A1.1, A2.1 A4.1
EXTERIOR WALL SECTION
SCALE: 3/4"=1'-0"
CONCRETE FOUNDATION, REF STRUCT
CONCRETE SLAB, REF STRUCT
RESILIENT WALL BASE
8" CMU W/ HORIZ
LAY-IN CEILING
STEEL JST, W/ JOIST EXTENSION
METAL ROOF DECKING, REF STRUCT
R-19 RIGID INSULATION
ROOFING MEMBRANE SYSTEM
8" CMU BOND BEAM W/2-#5
CONT REINFORCING
SLOPE DOWN
REF STRUCT
FILL VOID W/ CUT 8" CMU BLOCK
TOM=112'-8"
FFE=100'-0"
REINF @ 16" OC
FILL VOID IN METAL DECK WITH FIRE SAFING MATERIAL
SCALE: 3/4"=1'-0"
INTERIOR WALL SECTION 5
A1.1 A4.1
WALL SECTION
SCALE: 3/4"=1'-0"
A1.1 A4.1
A1.1 A4.1SCALE: 3/4"=1'-0"
WALL SECTION
TOS=109'-6"
FFE=100'-0"
LAY IN CEILING
8" STEEL CHANNEL JOISTS, REFER STRUCT
METAL ROOF DECK, REFER STRUCT
R-19 RIDGID INSULATION
ROOFING MEMBRANE SYSTEM
HOLLOW METAL FRAME
GLASS AS SCHEDULED
CONCRETE SLAB. REFER TO STRUCT.
1/2" FIBER E.J.
CONCRETE SITE PAVING. REFER
SITE PLAN
ELEV VARIES
A4.1 A4.2
PRE-FINISHED METAL SOFFIT PANEL
A4.1 A4.27
A4.1 A4.3
PARAPET WALL BEYOND
EDGE OF ROOF BEYOND
EXISTING BRICK BEYOND, PAINT
BASE AS SCHED
EDGE OF STRUCTURE BEYOND
REFER STRUCT
12"
1/4"
TOS=109'-6"
FFE=100'-0"
1/ 2"
LAY IN CEILING
8" STEEL CHANNEL JOISTS
METAL ROOF DECK, REFER STRUCT
R-19 RIDGID INSULATION
ROOFING MEMBRANE SYSTEM
HOLLOW METAL FRAME
GLAZING AS SCHEDULED
CONCRETE SLAB. REFER TO STRUCT.
1/2" FIBER E.J.
CONCRETE SITE PAVING. REFER
SITE PLAN
ELEV VARIES
A4.1 A4.2
COPE AROUND STEEL TUBE
REFER STRUCT
W
2Q R
R
-0
A1.1, A2.1 A4.1SCALE: 3/4"=1'-0"
SOUTH WALL SECTION
SCALE: 3/4"=1'-0"
NORTH WALL SECTION 1
A1.1, A2.1 A4.1
24" OC
WEEP HOLES @
CONCRETE FOUNDATION, REF STRUCT
THRU WALL FLASHING
FACE BRICK
2" RIGID INSULATION
CONCRETE SLAB, REF STRUCT
RESILIENT WALL BASE
@ 16" OC
8" CMU W/HORIZ REINF
LAY-IN CEILING
STEEL JST, REF STRUCT
METAL ROOF DECKING, REF STRUCT
R-19 RIGID INSULATION
ROOFING MEMBRANE SYSTEM
FILL VOID W/ CUT 8" CMU BLOCK
1'-3 5/8"
REF STRUCT
JOIST OUTRIGGERS, REFER STRUCT
CUT CMU TO FOLLOW SLOPE
E L E V A T I O N
V A R I E S
M I N
M A X
VARIES BETWEEN 0" MIN-9" MAX'
TOM=VARIES
FFE=100'-0"
CONT REINFORCING
BOND BEAM W/ 2-#5
V A R I E S
A4.1 A4.3
AIR SPACE
CONCRETE FOUNDATION,
CONCRETE SLAB,
RESILIENT WALL BASE
@ 16" OC
8" CMU W/HORIZ REINF
LAY-IN CEILING
FILL VOID W/ CUT 8"
METAL ROOF DECKING,
R-19 RIGID INSULATION
ROOFING MEMBRANE
BOND BEAM W/ 2-#5
CONT REINFORCING
TOS = VARIES
1'-3 5/8"
REF STRUCT
JOIST OUTRIGGERS
CUT CMU TO
E L E V A T I O N
V A R I E S
M I N
M A X
EXISTING BUILDING
V A R I E S
M I N
M A X
REMOVE EXISTING GUTTER
REF STRUCT
REF STRUCT
REF STRUCT
FOLLOW SLOPE
SYSTEM
TOM=VARIES
FFE-100'-0"
STEEL JST, REF STRUCT
CMU BLOCK
V A R I E S
CHANNEL JOIST
8" STEEL
REFER STRUCT
2" RIDGID INSULATION
FACE BRICK
A4.1 A4.3
A4.1 A4.3
A4.1 A4.3
A4.1 A4.3
REFER STRUCT
THRU WALL FOR A 1 HR FIRE RATING
2 LAYERS 5/8" TYPE 'X' GWB
FIRE SEAL ALL PENETRATIONS
20 GA 3 5/8" METAL STUDS @ 16" OC
5"
24" OC
WEEP HOLES @
CONCRETE FOUNDATION, REF STRUCT
THRU WALL FLASHING
FACE BRICK
2" RIGID INSULATION
CONCRETE SLAB, REF STRUCT
RESILIENT WALL BASE
@ 16" OC
8" CMU W/HORIZ REINF
LAY-IN CEILING
STEEL JST, REF STRUCT
METAL ROOF DECKING, REF STRUCT
R-19 RIGID INSULATION
ROOFING MEMBRANE SYSTEM
8" CMU BOND BEAM W/2-#5
CONT REINFORCING
1'-3 5/8"
SLOPE DOWN
FILL VOID W/ CUT 8" CMU BLOCK
TOM=112'-0"
FFE=100'-0"
A4.1 A4.3
A1.1, A2.1 A4.1
EXTERIOR WALL SECTION
SCALE: 3/4"=1'-0"
CONCRETE FOUNDATION, REF STRUCT
CONCRETE SLAB, REF STRUCT
RESILIENT WALL BASE
8" CMU W/ HORIZ
LAY-IN CEILING
STEEL JST, W/ JOIST EXTENSION
METAL ROOF DECKING, REF STRUCT
R-19 RIGID INSULATION
ROOFING MEMBRANE SYSTEM
8" CMU BOND BEAM W/2-#5
CONT REINFORCING
SLOPE DOWN
REF STRUCT
FILL VOID W/ CUT 8" CMU BLOCK
TOM=112'-8"
FFE=100'-0"
REINF @ 16" OC
FILL VOID IN METAL DECK WITH FIRE SAFING MATERIAL
SCALE: 3/4"=1'-0"
INTERIOR WALL SECTION 5
A1.1 A4.1
WALL SECTION
SCALE: 3/4"=1'-0"
A1.1 A4.1
A1.1 A4.1SCALE: 3/4"=1'-0"
WALL SECTION
TOS=109'-6"
FFE=100'-0"
LAY IN CEILING
8" STEEL CHANNEL JOISTS, REFER STRUCT
METAL ROOF DECK, REFER STRUCT
R-19 RIDGID INSULATION
ROOFING MEMBRANE SYSTEM
HOLLOW METAL FRAME
GLASS AS SCHEDULED
CONCRETE SLAB. REFER TO STRUCT.
1/2" FIBER E.J.
CONCRETE SITE PAVING. REFER
SITE PLAN
ELEV VARIES
A4.1 A4.2
PRE-FINISHED METAL SOFFIT PANEL
A4.1 A4.27
A4.1 A4.3
PARAPET WALL BEYOND
EDGE OF ROOF BEYOND
EXISTING BRICK BEYOND, PAINT
BASE AS SCHED
EDGE OF STRUCTURE BEYOND
REFER STRUCT
12"
1/4"
TOS=109'-6"
FFE=100'-0"
1/ 2"
LAY IN CEILING
8" STEEL CHANNEL JOISTS
METAL ROOF DECK, REFER STRUCT
R-19 RIDGID INSULATION
ROOFING MEMBRANE SYSTEM
HOLLOW METAL FRAME
GLAZING AS SCHEDULED
CONCRETE SLAB. REFER TO STRUCT.
1/2" FIBER E.J.
CONCRETE SITE PAVING. REFER
SITE PLAN
ELEV VARIES
A4.1 A4.2
COPE AROUND STEEL TUBE
REFER STRUCT
6A4.1 12
WALL SECTIONS
9:25:436/19/2003 Drawing File: R:\projects\2001\8256.01\CADD\ARCH\a4018256.dwg (KEN-M)
Xrefs: XTB8256
2'
SCALE: 3/4"=1'-0"
0 1' 3'
CADD FILE NAME:
B
C
D
E
F
G
B
A
C
D
E
F
2 3 4 5 6 7 8
3 4 5 6 7 8 9 10
G
C O N T R
N O
DESCRIPTION OF REVISIONSYM. D.O. NO. DATEACTION
DRAWN BY:
DESIGNED BY:
REVIEWED BY:
SUBMITTED BY:
ENGINEER:
OF
SHEET NO.DRAWING NUMBER
CONTR. NO.
SOL. NO. DATED:
SEQUENCE
NO.
OF ENGINEERS
US ARMY CORPS
Parkhill, Smith & Cooper, Inc.
Engineers Architects Planners
FORT WORTH, TEXAS
CORPS OF ENGINEERS
U.S. ARMY ENGINEER DISTRICT, FORT WORTH
D.O.D SCHOOL
O & M PROJECTS
FEB 22 2002
PTR ADDITION
MICHAEL E. CARTWRIGHT, PE, VP
UTILIZE BAR SCALES IN LIEU OF NUMERIC SCALES.
(28"x40" TO TITLEBLOCK, 30"x42" TO CUTLINE)
IF THIS DRAWING IS OTHER THAN FULL SIZE
FORT KNOX, KENTUCKY
VAN VOORHIS ELEMENTARY
7/18/03 RECORD DRAWINGS
THIS DOCUMENT HAS BEEN PREPARED, INPART,
FROM INFORMATION FURNISHED BY THE LUSK
GROUP, INC., THE GENERAL CONTRACTOR FOR THE
BUILT PROJECT. PARKHILL, SMITH & COOPER, INC.
HAS NOT VERIFIED THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A
RESULT OF ERRONEOUS INFORMATION PROVIDED BY
THE LUSK GROUP, INC., JULY 18, 2003.
RECORD DRAWINGS
W
2Q R
R
-0
HEAD
SCALE: 3"=1'-0"
A3.1 A4.2
A3.1 A4.2SCALE: 3"=1'-0"
JAMB
A3.1 A4.2SCALE: 3"=1'-0"
HEAD
A3.1, A4.2 A4.2SCALE: 3"=1'-0"
HEAD
A3.1 A4.2SCALE: 3"=1'-0"
SILL
SCHED DOOR
FILL W/ MORTAR
SCHED HOL MTL FRAME. PAINT.
JAMB ANCHOR
8" CMU - REINF FIRST CELL
FRAME. FILL W/ MORTAR
FACE BRICK
SCHED HOLLOW MTL
SEALANT - EACH SIDE
2" RIGID INSUL
SCHED DOOR
SCHED HOL MTL FRAME. PAINT.
8" CMU BOND BEAM
SEALANT (EA SIDE)3/
8"
SEALANT (EA SIDE)
8" CMU - REINF CELL
"4
SEALANT (EA SIDE)
8" CMU BOND BEAM
SCHED HOL MTL FRAME. PAINT.
SCHED GLAZING
A3.1, A4.1 A4.2SCALE: 1 1/2"=1'-0"
HEAD
SEALANT (EA SIDE)
8" CMU - REINF FIRST CELL
JAMB ANCHOR
SCHED HOL MTL FRAME. PAINT.
FILL W/ MORTAR
HEAD
SCALE: 3"=1'-0"
A3.1 A4.2
SCHED GLAZING
JAMB
SCALE: 3"=1'-0"
A3.1 A4.2
SCHED GLAZING
SCHED HOL MTL FRAME. PAINT.
8" CMU SILL BLOCK
SEALANT (EA SIDE)
SILL
SCALE: 3"=1'-0"
A3.1 A4.2
APPLIED GLAZING STOP
APPLIED GLAZING STOP
APPLIED GLAZING STOP
JAMB
SCALE: 1 1/2"=1'-0"
A3.1 A4.2
A3.1 A4.2SCALE: 1 1/2"=1'-0"
DETAIL
FRAME ANCHOR
3/
5 7/8"
3/
5 7/8"
3/
3/
5 7/8"
EQ EQ
EQ EQ
ROOFING MEMBRANE SYSTEM
RIGID INS
DASHED LINES INDICATE TO EXTEND
FIRE STOP MATERIAL INTO
FLUTES OF METAL DECKING
FIRE STOP MATERIAL
CMU BOND BEAM w/(2) #5 CONT REINF
CUT CMU AS REQ'D TO ALLOW
BOND BEAM TO RUN PARALLEL
WITH SLOPING ROOF DECK
1/ 2"
ROOFING MEMBRANE SYSTEM
RIGID INS
FIRE STOP MATERIAL
METAL ROOF DECK, REF STRUCT
SAW CUT CMU, AS REQ'D
STEEL JOIST, REF STRUCT
12" TALL, 8" WIDE CMU BOND
1/ 2"
BEAM w/(2) #5 CONT REINF
A3.1 A4.2SCALE: 1 1/2"=1'-0"
DETAIL
2" RIGID INSULATION
CMU, REFER STRUCTURAL PLANS
FOR REINFORCING REQUIREMENTS
SEALANT, BOTH SIDES
EDGE OF CAST STONE SILL BELOW
ALUM WDO FRAME
GLASS, AS SCHED
EDGE OF OAK SILL BELOW
PROVIDE PLAM FINISH ON
ENDS OF SILL & BUTT AGAINST
THE WALL
1/
4"
1/4"
2"
FACE BRICK
7/
8"
DETAIL
SCALE: 1 1/2"=1'-0"
A3.1 A4.2
A3.1 A4.2SCALE: 1 1/2"=1'-0"
DETAIL
8"CMU
2" RIGID INS
STEEL LINTEL, REF
STRUCT PLAN
GLUE RIGID INS TO
CHANNEL
FACE BRICK
SEALANT,
SHIM
ALUM WDO FRAME
GLASS, AS SCHED
BENT PLATE
PAINT
BOTH SIDES
WINDOW
BLINDS
LAY-IN CEILING
AS SCHED
5 1/4"
BOND BEAM
8" CMU
3 7/8"
WEEPS @ 24" OC
THRU WALL FLASHING
DETAIL
SCALE: 1 1/2"=1'-0"
A3.1, A4.1 A4.2
3/ 4"
3/
4"
3/4"
1 1/2"
GLASS, AS SCHED
ALUM WDO FRAME
SHIM
ALUM SILL
SEALANT, BOTH SIDES
FACE BRICK
2" RIGID INSUL
OAK SILL SECURED
TO CMU FILL WITH
CMU BOND BEAM
w/(2) #5 CONT REBAR
OPERABLE WINDOW
5 1/4"
1'-3 5/8"
PRECAST STONE SILL
7/ 8"
3/ 4"
3 7/8"
1/ 4"
DRIP
1/4"
TWO PART EPOXY
A3.1, A4.1 A4.2SCALE: 1 1/2"=1'-0"
DETAIL
2"
3/16"
SEALANT (EA SIDE)
8" CMU - REINF FIRST CELL
JAMB ANCHOR
SCHED HOL MTL FRAME. PAINT.
FILL W/ MORTAR
SCHED DOOR
1/ 4"
SEALANT (EA SIDE)
SCHED HOL MTL FRAME. PAINT.
GLASS AS SCHED
8" CMU BOND BEAM
SCHED DOOR
R-19 BLANDKET INSULATION
THRU WALL FLASING
SIDEWALK, REFER SITE PLAN
FACE BRICK BEYOND
STEEL LINTEL, REFER STRUCT, PAINT
DOOR AND FRAME AS SCHED
BOND BEAM W/ 2-#5
BATT INSULATION
PRE-FINISHED METAL SOFFIT PANEL
108'-8"
4.2 4.3
BOND BEAM W/ 2-#5
CONT REINFORCING
FFE=100'-0"
TOM=VARIES
VARIES BETWEEN 0" MIN-9" MAX'
CUT CMU TO FOLLOW SLOPE
JOIST OUTRIGGERS
REF STRUCT
FILL VOID W/ CUT 8" CMU BLOCK
ROOFING MEMBRANE SYSTEM
R-19 RIGID INSULATION
METAL ROOF DECKING, REF STRUCT
STEEL JST, REF STRUCT
LAY-IN CEILING
A4.2 A4.2
1/2" FIBER EJ
PREFINISHED SHEET METAL PERIMETER TRIM
WEEPS @ 24" OC
FACE BRICK
WALL SECTION
SCALE: 3/4"=1'-0"
A1.1, A2.1 A4.2
LAY-IN CEILING AS SCHED
8" CMU BOND BEAM
HOLLOW METAL FRAME
MECHANCIAL UNIT,
109'-4"
TOM
8" CMU
REFER MECH
AND DOOR AS SCHED
SOUND ATTENUATION BATTS
A1.1 A4.2SCALE: 3/4"=1'-0"
WALL SECTION
TOS=109'-6"
ELEV VARIES
EPDM FLASHING
LAP SEALANT
EPDM ROOFING MEMBRANE
RIDGID INSULATION
2xTREATED BLOCKING AND SHIMS
4x4x1/4 L, REFER STRUCT
METAL DECK
STEEL CHANNEL, REFER STRUCTURAL
STEEL TUBE, REFER STRUCT, PAINT
HOLLOW METAL FRAME WITH CLOSED TOP
AND GLAZING AS SCHED
LAY-IN CEILING AS SCHED
PREFINISHED METAL GUTTER
BRACKET @ 36" OC
PREFINISHED METAL FASCIA
WITH DRIP EDGE
WITH DRIP EDGE
PREFINISHED METAL TRIM
3/8"Ø COUTNERSUNK NUTS AND
BOLTS @ 16" OC WELDED TO ANGLE
BOLTS @ 32" OC WELDED TO STEEL TUBE
3/8"Ø COUTNERSUNK NUTS AND
SEALANT AND BACKER ROD
1/ 8"
EPDM ROOFING MEMBRANE
HOLLOW METAL FRAME WITH CLOSED
TOP AND GLAZING AS SCHED
LAY-IN CEILING AS SCHED
PREFINISHED METAL TRIM
WITH HEMMED EDGE,
WOOD BLOCKING ANCHOR TO STEEL TUBE
METAL DECK
RIDGID INSULATION
STEEL TUBE, REFER STRUCT
ANCHOR TO STEEL TUBE
PREFINISHED METAL
SOFFIT PANEL
EPDM ROOFING MEMBRANE
HOLLOW METAL FRAME WITH CLOSED TOP
AND GLAZING AS SCHED
LAY-IN CEILING AS SCHED
WOOD BLOCKING, ANCHOR TO STEEL TUBE
METAL DECK
RIDGID INSULATION
STEEL TUBE, REFER STRUCT
CMU BOND BEAM, REFER STRUCT.
108'-0"
LAY-IN CEILING AS SCHED
CONCAVE MORTAR JOINT
DETAIL
SCALE: 1 1/2"=1'-0"
A2.1 A4.2
8" CMU REINF
FIRST CELLS
JAMB ANCHOR
HOLLOW METAL FRAME
AND GLAZING AS SCHED
FACE BRICK
RIDGID INSULATION
AIR SPACE
8" CMU PILASTER
WITH 1" BULLNOSE CORNERS
3/
SEALANT AND BACKER ROD
REFER STRUCT
EXISTING WALL
SHIM
HOLLOW METAL
FRAME AND GLAZING
AS SCHED
APPLIED STOP
CAULK EA. SIDE
6x6 STEEL TUBE, REFER STRUCTURAL, PAINT
BACKER ROD AND SEALANT
3/
8" CMU REINF
FIRST CELL
JAMB ANCHOR
HOLLOW METAL FRAME
AND GLAZING AS SCHED
FACE BRICK
RIDGID INSULATION
AIR SPACE
8" CMU @
SIMILAR CONDITION
3/16"
2"
A3.1 A4.2SCALE: 1 1/2"=1'-0"
JAMB
NOTE STOP REINF'G
EA SIDE OF JOINT
EXCEPT @ TOP BOND
ON FLOOR PLAN)
CONTROL JT ("MCJ"
PREFORMED MAS
SEALANT & BACKER
ROD ON BOTH
SIDES OF WALL
8" CMU
FACE BRICK
1' -3
/8
3/8"
BEAM
2" RIGID INSUL
A1.1 A4.2SCALE: 1 1/2"=1'-0"
DETAIL
3/
S I M I L A R
C O N D I T I O N
PROVIDE 1" RADIUS BULLNOSE
@ EXPOSED CORNERS
SILL
SCALE: 3"=1'-0"
A3.1, A4.2 A4.2
SEALANT & BACKER ROD
DASHED LINES INDICATE CMU
WALL @ SIMILAR CONDITION
SCHED DOOR
THRESHOLD. SET IN
SCHED HOL MTL FRAME
SEALANT. EXP BOLTS @
8" OC STARTING 1" FROM
EA END. SEAL ENDS.
1/2" FIBER EJ
SITE PAVING, REFER
SITE PLAN
W
2Q R
R
-0
HEAD
A3.1 A4.2
A3.1 A4.2SCALE: 3"=1'-0"
JAMB
A3.1 A4.2SCALE: 3"=1'-0"
HEAD
A3.1, A4.2 A4.2SCALE: 3"=1'-0"
HEAD
A3.1 A4.2SCALE: 3"=1'-0"
SILL
SCHED DOOR
FILL W/ MORTAR
SCHED HOL MTL FRAME. PAINT.
JAMB ANCHOR
8" CMU - REINF FIRST CELL
FRAME. FILL W/ MORTAR
FACE BRICK
SCHED HOLLOW MTL
SEALANT - EACH SIDE
2" RIGID INSUL
SCHED DOOR
SCHED HOL MTL FRAME. PAINT.
8" CMU BOND BEAM
SEALANT (EA SIDE)3/
8"
SEALANT (EA SIDE)
8" CMU - REINF CELL
"4
SEALANT (EA SIDE)
8" CMU BOND BEAM
SCHED HOL MTL FRAME. PAINT.
SCHED GLAZING
A3.1, A4.1 A4.2SCALE: 1 1/2"=1'-0"
HEAD
SEALANT (EA SIDE)
8" CMU - REINF FIRST CELL
JAMB ANCHOR
SCHED HOL MTL FRAME. PAINT.
FILL W/ MORTAR
HEAD
SCALE: 3"=1'-0"
A3.1 A4.2
SCHED GLAZING
JAMB
SCALE: 3"=1'-0"
A3.1 A4.2
SCHED GLAZING
SCHED HOL MTL FRAME. PAINT.
8" CMU SILL BLOCK
SEALANT (EA SIDE)
SILL
SCALE: 3"=1'-0"
A3.1 A4.2
APPLIED GLAZING STOP
APPLIED GLAZING STOP
APPLIED GLAZING STOP
JAMB
SCALE: 1 1/2"=1'-0"
A3.1 A4.2
A3.1 A4.2SCALE: 1 1/2"=1'-0"
DETAIL
FRAME ANCHOR
3/
5 7/8"
3/
5 7/8"
3/
3/
5 7/8"
EQ EQ
EQ EQ
A3.1 A4.2SCALE: 1 1/2"=1'-0"
DETAIL
2" RIGID INSULATION
CMU, REFER STRUCTURAL PLANS
FOR REINFORCING REQUIREMENTS
SEALANT, BOTH SIDES
EDGE OF CAST STONE SILL BELOW
ALUM WDO FRAME
GLASS, AS SCHED
EDGE OF OAK SILL BELOW
PROVIDE PLAM FINISH ON
ENDS OF SILL & BUTT AGAINST
THE WALL
1/ 4"
1/4"
2"
FACE BRICK
7/ 8"
DETAIL
SCALE: 1 1/2"=1'-0"
A3.1 A4.2
A3.1 A4.2SCALE: 1 1/2"=1'-0"
DETAIL
8"CMU
2" RIGID INS
STEEL LINTEL, REF
STRUCT PLAN
GLUE RIGID INS TO
CHANNEL
FACE BRICK
SEALANT,
SHIM
ALUM WDO FRAME
GLASS, AS SCHED
BENT PLATE
PAINT
BOTH SIDES
WINDOW
BLINDS
LAY-IN CEILING
AS SCHED
5 1/4"
BOND BEAM
8" CMU
3 7/8"
WEEPS @ 24" OC
THRU WALL FLASHING
DETAIL
SCALE: 1 1/2"=1'-0"
A3.1, A4.1 A4.2
3/ 4"
3/ 4"
3/4"
1 1/2"
GLASS, AS SCHED
ALUM WDO FRAME
SHIM
ALUM SILL
SEALANT, BOTH SIDES
FACE BRICK
2" RIGID INSUL
OAK SILL SECURED
TO CMU FILL WITH
CMU BOND BEAM
w/(2) #5 CONT REBAR
OPERABLE WINDOW
5 1/4"
1'-3 5/8"
PRECAST STONE SILL
7/ 8"
3/ 4"
3 7/8"
1/ 4"
DRIP
1/4"
TWO PART EPOXY
A3.1, A4.1 A4.2SCALE: 1 1/2"=1'-0"
DETAIL
2"
3/16"
SEALANT (EA SIDE)
8" CMU - REINF FIRST CELL
JAMB ANCHOR
SCHED HOL MTL FRAME. PAINT.
FILL W/ MORTAR
SCHED DOOR
1/ 4"
SEALANT (EA SIDE)
SCHED HOL MTL FRAME. PAINT.
GLASS AS SCHED
8" CMU BOND BEAM
SCHED DOOR
R-19 BLANDKET INSULATION
THRU WALL FLASING
SIDEWALK, REFER SITE PLAN
FACE BRICK BEYOND
STEEL LINTEL, REFER STRUCT, PAINT
DOOR AND FRAME AS SCHED
BOND BEAM W/ 2-#5
BATT INSULATION
PRE-FINISHED METAL SOFFIT PANEL
108'-8"
4.2 4.3
BOND BEAM W/ 2-#5
CONT REINFORCING
FFE=100'-0"
TOM=VARIES
VARIES BETWEEN 0" MIN-9" MAX'
CUT CMU TO FOLLOW SLOPE
JOIST OUTRIGGERS
REF STRUCT
FILL VOID W/ CUT 8" CMU BLOCK
ROOFING MEMBRANE SYSTEM
R-19 RIGID INSULATION
METAL ROOF DECKING, REF STRUCT
STEEL JST, REF STRUCT
LAY-IN CEILING
A4.2 A4.2
1/2" FIBER EJ
PREFINISHED SHEET METAL PERIMETER TRIM
WEEPS @ 24" OC
FACE BRICK
WALL SECTION
SCALE: 3/4"=1'-0"
A1.1, A2.1 A4.2
LAY-IN CEILING AS SCHED
8" CMU BOND BEAM
HOLLOW METAL FRAME
MECHANCIAL UNIT,
109'-4"
TOM
8" CMU
REFER MECH
AND DOOR AS SCHED
SOUND ATTENUATION BATTS
A1.1 A4.2SCALE: 3/4"=1'-0"
WALL SECTION
TOS=109'-6"
ELEV VARIES
EPDM FLASHING
LAP SEALANT
EPDM ROOFING MEMBRANE
RIDGID INSULATION
2xTREATED BLOCKING AND SHIMS
4x4x1/4 L, REFER STRUCT
METAL DECK
STEEL CHANNEL, REFER STRUCTURAL
STEEL TUBE, REFER STRUCT, PAINT
HOLLOW METAL FRAME WITH CLOSED TOP
AND GLAZING AS SCHED
LAY-IN CEILING AS SCHED
PREFINISHED METAL GUTTER
BRACKET @ 36" OC
PREFINISHED METAL FASCIA
WITH DRIP EDGE
WITH DRIP EDGE
PREFINISHED METAL TRIM
3/8"Ø COUTNERSUNK NUTS AND
BOLTS @ 16" OC WELDED TO ANGLE
BOLTS @ 32" OC WELDED TO STEEL TUBE
3/8"Ø COUTNERSUNK NUTS AND
SEALANT AND BACKER ROD
1/ 8"
EPDM ROOFING MEMBRANE
HOLLOW METAL FRAME WITH CLOSED
TOP AND GLAZING AS SCHED
LAY-IN CEILING AS SCHED
PREFINISHED METAL TRIM
WITH HEMMED EDGE,
WOOD BLOCKING ANCHOR TO STEEL TUBE
METAL DECK
RIDGID INSULATION
STEEL TUBE, REFER STRUCT
ANCHOR TO STEEL TUBE
PREFINISHED METAL
SOFFIT PANEL
EPDM ROOFING MEMBRANE
HOLLOW METAL FRAME WITH CLOSED TOP
AND GLAZING AS SCHED
LAY-IN CEILING AS SCHED
WOOD BLOCKING, ANCHOR TO STEEL TUBE
METAL DECK
RIDGID INSULATION
STEEL TUBE, REFER STRUCT
CMU BOND BEAM, REFER STRUCT.
108'-0"
LAY-IN CEILING AS SCHED
CONCAVE MORTAR JOINT
DETAIL
SCALE: 1 1/2"=1'-0"
A2.1 A4.2
8" CMU REINF
FIRST CELLS
JAMB ANCHOR
HOLLOW METAL FRAME
AND GLAZING AS SCHED
FACE BRICK
RIDGID INSULATION
AIR SPACE
8" CMU PILASTER
WITH 1" BULLNOSE CORNERS
3/
SEALANT AND BACKER ROD
REFER STRUCT
EXISTING WALL
SHIM
HOLLOW METAL
FRAME AND GLAZING
AS SCHED
APPLIED STOP
CAULK EA. SIDE
6x6 STEEL TUBE, REFER STRUCTURAL, PAINT
BACKER ROD AND SEALANT
3/
8" CMU REINF
FIRST CELL
JAMB ANCHOR
HOLLOW METAL FRAME
AND GLAZING AS SCHED
FACE BRICK
RIDGID INSULATION
AIR SPACE
8" CMU @
SIMILAR CONDITION
3/16"
2"
A3.1 A4.2SCALE: 1 1/2"=1'-0"
JAMB
NOTE STOP REINF'G
EA SIDE OF JOINT
EXCEPT @ TOP BOND
ON FLOOR PLAN)
CONTROL JT ("MCJ"
PREFORMED MAS
SEALANT & BACKER
ROD ON BOTH
SIDES OF WALL
8" CMU
FACE BRICK
1' -3 /8
3/8"
BEAM
2" RIGID INSUL
A1.1 A4.2SCALE: 1 1/2"=1'-0"
DETAIL
3/
S I M I L A R
C O N D I T I O N
PROVIDE 1" RADIUS BULLNOSE
@ EXPOSED CORNERS
SILL
SCALE: 3"=1'-0"
A3.1, A4.2 A4.2
SEALANT & BACKER ROD
DASHED LINES INDICATE CMU
WALL @ SIMILAR CONDITION
SCHED DOOR
THRESHOLD. SET IN
SCHED HOL MTL FRAME
SEALANT. EXP BOLTS @
8" OC STARTING 1" FROM
EA END. SEAL ENDS.
1/2" FIBER EJ
SITE PAVING, REFER
SITE PLAN
SCALE: 3"=1'-0"
0 3" 12"6" 9"
6A4.2 13
WALL SECTIONS, DOOR & WINDOW DETAILS
9:25:266/19/2003 Drawing File: R:\projects\2001\8256.01\CADD\ARCH\a4028256.dwg (KEN-M)
Xrefs: XTB8256
2'1'0
SCALE: 1 1/2"=1'-0"
CADD FILE NAME:
B
C
D
E
F
G
B
A
C
D
E
F
2 3 4 5 6 7 8
3 4 5 6 7 8 9 10
G
C O N T R
N O
DESCRIPTION OF REVISIONSYM. D.O. NO. DATEACTION
DRAWN BY:
DESIGNED BY:
REVIEWED BY:
SUBMITTED BY:
ENGINEER:
OF
SHEET NO.DRAWING NUMBER
CONTR. NO.
SOL. NO. DATED:
SEQUENCE
NO.
OF ENGINEERS
US ARMY CORPS
Parkhill, Smith & Cooper, Inc.
Engineers Architects Planners
FORT WORTH, TEXAS
CORPS OF ENGINEERS
U.S. ARMY ENGINEER DISTRICT, FORT WORTH
D.O.D SCHOOL
O & M PROJECTS
FEB 22 2002
PTR ADDITION
MICHAEL E. CARTWRIGHT, PE, VP
UTILIZE BAR SCALES IN LIEU OF NUMERIC SCALES.
(28"x40" TO TITLEBLOCK, 30"x42" TO CUTLINE)
IF THIS DRAWING IS OTHER THAN FULL SIZE
FORT KNOX, KENTUCKY
VAN VOORHIS ELEMENTARY
7/18/03 RECORD DRAWINGS
THIS DOCUMENT HAS BEEN PREPARED, INPART,
FROM INFORMATION FURNISHED BY THE LUSK
GROUP, INC., THE GENERAL CONTRACTOR FOR THE
BUILT PROJECT. PARKHILL, SMITH & COOPER, INC.
HAS NOT VERIFIED THE ACCURACY AND/OR
COMPLETENESS OF THIS INFORMATION AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A
RESULT OF ERRONEOUS INFORMATION PROVIDED BY
THE LUSK GROUP, INC., JULY 18, 2003.
RECORD DRAWINGS
2'
SCALE: 3/4"=1'-0"
0 1' 3'
W
2Q R
R
-0
DETAIL
A4.1 A4.3
A4.1 A4.3SCALE: 3"=1'-0"
DETAIL
LAP SEALANT
EPDM ROOFING MEMBRANE
RIGID INSULATION
EPDM FLASHING
METAL FASCIA W/
DRIP EDGE
SEAM TAPE
EPDM FLASHING AND
EPDM ROOFING MEMBRANE
LAP SEALANT
RIGID INSULATION
1/4" SHIM SPACE
4"x4"x1/4" L
2x TREATED BLOCKING AND SHIMS
2x12 TREATED FASCIA BOARD
SEALANT AND BACKER ROD
FACE BRICK
PREFINISHED METAL
TRIM WITH DRIP EDGE
GUTTER STRAP
PREFINISHED METAL GUTTER
GUTTER BRACKET @ 36" OC
PREFINISHED METAL FASCIA WITH DRIP EDGE
CONT. PREFINISHED SHEET METAL CLIP WITH HEMMED EDGE
FACE BRICK
1/4" SHIM SPACE
BACKER ROD AND SEALANT
FACE BRICK
BACKER ROD AND SEALANT
2x12 TREATED FASCIA BOARD
2x TREATED BLOCKING AND SHIMS
4"x4"x1/4" L
1/4" SHIM SPACE
RIGID INSULATION
LAP SEALANT
EPDM ROOFING MEMBRANE
EPDM FLASHING AND
SEAM TAPE
DRIP EDGE
METAL FASCIA W/
EPDM FLASHING MEMBRANE
TWO PIECE FLASHING
THRU WALL FLASHING
RIDGID INSULATION
METAL DECK, REFER STRUCT
16" CMU BOND BEAM
WEEPS @ 24" OC
EXISTING EPDM ROOF MEMBRANE
LAP SEALANT
EPDM ROOF
SEAM TAPE
MEMBRANE
EXISTING ROOF CONSTRUCTION
EPDM FLASHING
EPDM FLASHING
MEMBRANE
EXISTING WALL AND ROOF CONSTRUCTION
RIDGID INSULATION
SEALANT
STEEL TUBE, PAINT
PREFINISHED METAL TRIM WITH HEMMED EDGE
PREFINISHED METAL FASCIA WITH DRIP EDGE
GUTTER BRACKET @ 36" OC
PREFINISHED METAL GUTTER
GUTTER STRAP
TRIM WITH DRIP EDGE
PREFINISHED METAL
EPDM FLASHING
1/4" SHIM SPACE
RIGID INSULATION
EPDM ROOFING MEMBRANE
LAP SEALANT
PREFINISHED SHEET METAL SOFFIT PANELS
8" CMU
SEMI-RECESSED FIRE
4"MAX
EXTINGUISHER CABINET
4" CMU
FIRE EXTINGUISHER
1xCONT BLOCKING
W/ EXP. BOLTS
@ 16" OC
PLAN
SECTION
REFER TO TYPICAL DETAIL ON SHEET G1.4
FOR MOUNTING HEIGHT REQUIREMENTS
METAL DECK
STEEL CHANNEL
REFER STRUCTURAL
STEEL COLUMN
REFER STRUCTURAL, PAINT
1"
STEEL CHANNEL
2x12 TREATED FASCIA BOARD
2x TREATED BLOCKING AND SHIMS
METAL ROOF DECK, REFER STRUCT
3/8"Ø COUNTERSUNK
NUTS AND BOLTS @ 16" OC
WELDED TO ANGLE
CUT CMU AND BRICK TO FIT
TIGHT TO DECK
PREFINISHED SHEET
@ 16" OC WELDED
NUTS AND BOLTS
3/8"Ø COUNTERSUNK
TO ANGLE
METAL ROOF DECK, REFER STRUCT
TIGHT TO DECK
CUT CMU AND BRICK TO FIT
CONT. PREFINISHED SHEET METAL
CLIP WITH HEMMED EDGE
WELDED TO ANGLE
NUTS AND BOLTS @ 16" OC
3/8"Ø COUNTERSUNK
METAL ROOF DECK, REFER STRUCT
CLIP WITH HEMMED EDGE
CONT. PREFINISHED SHEET METAL
LAP SEALANT
BONDING ADHESIVE
LAP SEALANT
LAP SEALANT
LAP SEALANT
SLOPE OF BOTH ROOFS WITH
SAWCUT 2x BLOCKING TO FOLLOW
EXP. BOLTS @ 16" OC UNDERNEATH
THE RIGID INSULATION
REFER STRUCT
WELDED TO ANGLE
NUTS AND BOLTS @ 16" OC
3/8"Ø COUNTERSUNK
3/8"Ø COUNTERSUNK
NUTS AND BOLTS @ 32" OC
WELDED TO STEEL TUBE
PREFINISHED SHEET METAL PERIMETER TRIM
METAL ROOF DECK, REFER STRUCT
STRUCTURE BEYOND
EDGE OF EXISTING BUILDING
SEALANT
TERMINATION BAR
BONDING ADHESIVE
LAP SEALANT
EPDM FLASING
LAP SEALANT
EPDM ROOF MEMBRANE
TAPERED RIGID INSULATION
RIGID INSULATION
METAL DECK, REFER STRUCT
2x4 CONT BLKG, FOLLLOW SLOPE
OF TAPERED INSULATION
COMPRESSIBLE TUBE
1"
EPDM ROOFING MEMBRANE
COMPRESSIBLE TUBE
CONT 2x4 BLKG
SHIM
EPDM ROOF
MEMBRANE
BONDING ADHESIVE
M A X
3 5/8" MINWIDTH AS
REQUIRED
FOR FIRE
EXTINGUISHER
CABINET & BLOCKING
3 5/8" MIN
1" BULLNOSE
CMU (TYP)
DASHED LINE
INDICATES
SEMI-RECESSED
FIRE
EXTINGUISHER
CABINET
NOTE: SEE ELEVATION ON
SHEET G1.4 FOR MOUNTING
HEIGHT OF FEC
FIRE
EXTINGUISHER
INSIDE
DOOR AS SCHED
HM FRAME AS SCHED
APPLIED METAL STOP
GLASS AS SCHED
DASHED LINE INDICATES TRANSOM
PANEL AT SIMILAR CONDITION IN
LIEU OF GLASS
1"
SHIM
2 3/4"
3/4" PAINT GRADE TRIM
1x NAILER ANCHOR TO
CMU WALL
1x NAILER ANCHOR TO
FLOOR
ANCHOR TO WOOD NAILERS
CONDENSATE DRAIN LINE,
REFER MECH, PLUMBING
MASONRY WALL
PROVIDE A FINISHED PAINTED
WOOD END CAP AT END
OF BASE RUN
W
2Q R
R
-0
DETAIL
A4.1 A4.3
A4.1 A4.3SCALE: 3"=1'-0"
DETAIL
LAP SEALANT
EPDM ROOFING MEMBRANE
RIGID INSULATION
EPDM FLASHING
METAL FASCIA W/
DRIP EDGE
SEAM TAPE
EPDM FLASHING AND
EPDM ROOFING MEMBRANE
LAP SEALANT
RIGID INSULATION
1/…
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