AD014784P - Technical Exhibit A - Drawings - Rev 1.pdf
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- Attached to
- Renovation of Building
- Solicitation number
- W91151-21-B-0005
About this file
This document provides details for a federal solicitation seeking renovation services for a building at Fort Hood, Texas. The solicitation is an Invitation for Bids issued by the Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood. It is a 100% small business set-aside with an estimated value between $1 million and $5 million under NAICS code 238990. Bidders must provide a bid bond, performance bond, and payment bond. The selected contractor must assign a superintendent to oversee the project through completion and may not subcontract the project manager, quality control, or superintendent positions. Responses are due at the specified bid opening address and time, and must include a CD copy of bid documents and business information including CAGE code and point of contact.
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SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/4 /2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \G -1
C o v e r S h e e t
M a in C a n to n m e n t.
d g n
:0
:1
P
M
R
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
F. LAMAS
-J
U N -2
A D
P
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
C O
N V
E R
T B
U
IL
D
IN
G
L. CASTILLO
C O
V E
R S
H E
E T
G-101
PROJECT NUMBER: AD014784P
A. PELLOT
DETAIL NUMBER
REFERENCE FROM
REFERENCE TO
J. LOPEZ
04-JUN-2021REVISED SHEET
87000
86000
85000
22000
88000
52000
53900
48000
51000
60000
69000
30000
38000
36000
26000
50000
40000
43000
39000
56000
11000
25000
13000
42000 33000
44000
41000
32000
10000
49000
35000
29000
18000
12000
15000
37000
31000
28000
23000
17000
19000
27000
34000
21000
16000
24000
93020
53400
51000
53000
75000
14000
53000
55000
89000
FORT HOOD DIRECTORATE OF PUBLIC WORKS - ENGINEERING DIVISION
FORT HOOD MILITARY RESERVATION - MAIN CANTONMENT AREA
SCALE : 1" = 2000'-0"
0 1/2 MILE 1 MILE
N
W E
S
COVER SHEET
A-101
A-102
A-104
A-201
A-301
A-501
A-402
A-502 FRAMING DETAILS
A-503
M-101
G-101
D-101
C-101
P-101
P-103
P-104
P-105
P-106
P-108
P-109
P-501 PLUMBING DETAILS
M-502
M-602
PROPOSED FLOOR PLAN I
M-102
M-103
P-601
E-101
E-102
GENERAL SYMBOLS
LEGEND
CLEER CREEK
THE COURSES OF
NEW RAIL HEAD
COLLEGE
CENTRAL TEXAS
III CORPS
HOSPITAL
CARL R. DARNALL
PUBLIC WORKS
DIRECTORATE OF
PROJECT SITE
AIRFIELD
HOOD ARMY
SYMBOL
SHOEMAKER
RANGE CONTROL
FORT HOOD
TANK TRAIL
BLOCK PLAN
04 JUN 2021
C-102
CONVERT BUILDING 12005
D-201
FLOOR PLAN DEMOLITION
EXISTING CONDITIONS SURVEY
PROPOSED SITE PLAN
C-501
PROPOSED FLOOR PLAN II
A-103 REFLECTIVE CEILING PLAN
ROOF PLAN
EXTERIOR ELEVATIONS
A-401
M-601
M-701
P-102
PLUMBING ENLARGEMENT I
PLUMBING ENLARGEMENT II
P-107
SANITARY SEWER ENLARGEMENT I
SANITARY SEWER ENLARGEMENT II
PLUMBING SCHEDULES
E-103
F-501
F-101
E-601 ELECTRICAL SCHEDULES
FIRE PROTECTION PLAN
FIRE PROTECTION DETAILS
A-601
A-701
WINDOW DETAILS
A-504 CEILING DETAILS
MECHANICAL PLAN I
MECHANICAL PLAN II
MECHANICAL PLAN III
ABOVE FLOOR PLUMBING II
UNDER FLOOR PLUMBING
M-001
REV SHEET DESCRIPTIONSHEET
INDEX OF DRAWINGS
C-502
C-503
SITE DETAILS I
SITE DETAILS II
SITE DETAILS III
C-504 SIDEWALK DETAILS
M-501
WALL TYPES
A-505 ROOF DETAILS
ARCHITECTURAL SCHEDULES
ABOVE FLOOR PLUMBING I
MECHANICAL DETAILS - PIPING
MECHANICAL SCHEDULES I
MECHANICAL SCHEDULES II
ELECTRICAL PLAN I
ELECTRICAL PLAN II
ELECTRICAL PLAN III
NOTE BY SYMBOL
REVISION NUMBER
RESTROOMS ENLARGEMENT I
RESTROOMS ENLARGEMENT II
PROPOSED FINISH FLOOR
MECHANICAL DETAILS - DUCTWORK
MECHANICAL CONTROLS I
M-702 MECHANICAL CONTROLS II
SANITARY SEWER PLAN I
SANITARY SEWER PLAN II
C-103 PROPOSED PARKING LOT PLAN
ELEVATIONS
DEMOLITION EXTERIOR
SHEET DESCRIPTIONSHEETREVREV SHEET SHEET DESCRIPTION
A-001 ARCHITECTURAL NOTES
PROPOSED CROSS SECTIONS
S-001 STRUCTURAL NOTES
S-501 STRUCTURAL DETAILS
MECHANICAL NOTES
E-001 ELECTRICAL NOTES
A
A
GATE
CREEK
CLEAR
TEXAS
NORTH NOLAN RD
S C
L E
A R C
R E
E K R
D
N C
L E
A R C
R E
E K R
D
VILLAGE
MONTAGUE
VILLAGE
MCNAIR
VILLAGE
CHAFEE
VILLAGE
VENABLE
PARK
PERSHING
VILLAGE
LIBERTY
VILLAGE
KOUMA
HEIGHTS
WAINWRIGHT
GATE
CLARKE
NORTH
GATE
CLARKE
SOUTH
GATE
BECK
BERNIE
PARK
PATTON
N C
L A
R K
E R
O A
D
W BATTALION AVE
W OLD IRONSIDES AVE
W TANK DESTROYER BLVD
W TANK DESTROYER BLVD E TANK DESTROYER BLVD
O L
D G
E O
R G
E T
O W
N R
D
W T
ANK
DES
TROYER
BLVD
S C
L A
R K
E R
D
SANTA FE
AVE
WAREHOUSE AVE
W R
A T
T E
N D
R
OLDRAILHEAD DR
W A
Y
W A
R R
IO
R
E M
U R
P H
Y R
D
M A
R T
IN
D
R
EAST
RANG
E
RD
W HELL ON WHEELS BLVD
W IVY DIVISION RD
E OLD IRONSIDES AVE
E HELL ON WHEELS BLVD
E HELL ON WHEELS BLVD
E OLD IRONSIDES AVE
CENTRAL DR
W E S T R
A N
G E R
D
N
N
D S
T
N
N
D S
T
W IVY DIVISION RD
N F
O R
T H
O O
D S
T
TURKEY RUN RD
TURKEY RUN RD
TURKEY RUN RD
W VETERANS MEMORIAL BLVD
B L
A C
K G
A P R
D
E MURPHY RD
SOUTH RANGE RD
GATE
RANGE
EAST
TEDESCO WAY
R A
IL
H E
A D
D R
N E
W
LANDFILL
FORT HOOD
GATE
MAYBORNE
E IVY DIVISION RD
PARK
MOTORCYCLE
ATV
VILLAGE III W
COMANCHE
VILLAGE I & II
COMANCHE
M U S
K O
G E E S
T
M U
N
IT
IO
N S R
D
JOHNSON DR
COVE
COPPERAS
T
H S
T
R
D S
T
E MURPHY RD
T
H S
T
E BATTALION AVE
AIRFIELD
ARMY
HOOD
S
T
H S
T
S
T
H S
T
S
N
D S
T
S T J M
IL
L S B
L V
D
KILLEEN
STADIUM
HOOD
E n g ni eeringDi vi s io n
SITE
PROJECT
GROUT HAVING A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI.
LOCATIONS INDICATED TO BE GROUT-FILLED SHALL BE DONE SO BY USING HIGH-STRENGTH LOW-SHRINK 3.
OTHERWISE NOTED. SEE TECHNICAL EXHIBIT C TO REFERENCE THESE DRAWINGS.
DIMENSIONS. ALL DRAWING REFERENCES ARE BASED ON RECORD DRAWINGS, DATED JULY 1993, UNLESS
DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS OR
CONTRACT DRAWINGS AND EXISTING FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE COR OF ANY
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE 2.
ORDINANCES, THE LAWS OF THE STATE OF TEXAS, AND NATIONAL CODES.
WORK SHALL COMPLY IN EVERY WAY POSSIBLE WITH THE REQUIREMENTS OF LOCAL LAWS, LOCAL
ALL DEMOLITION SHALL BE CONDUCTED IN ACCORDANCE WITH DPW SPECIFICATIONS. THE EXECUTION OF THIS 1.
PATCH OPENING WITH CMU TO MATCH EXISTING.
CONTRACTOR SHALL REMOVE AND DISPOSE EXISTING WALL INSULATION. REF ARCHITECTUAL PLANS FOR
INSULATION AND NEW WALL SPECIFICATIONS.
GROUTED IN AND MADE FLUSH WITH THE EXISTING SLAB AFTER DRAIN FIXTURES ARE REMOVED.
INACCESSIBLE DUE TO CRAWL SPACE LIMITS SHALL BE CUT AND CAPPED. THE REMAINING CAVITIES SHALL BE
OR IN THE CURRENT MECHANICAL YARDS, SHALL BE REMOVED. ALL PIPING AND DRAIN FIXTURES THAT ARE
ALL PIPING AND DRAIN FIXTURES WHICH ARE ACCESSIBLE BY MEANS OF THE CRAWL SPACE, ABOVE THE SLAB, PANELS. THIS EQUIPMENT SHALL BE PRESERVED AND RETURNED TO THE OWNER.
CONTRACTOR SHALL REMOVE TWO HOT-WATER STORAGE TANKS ASSOCIATED WITH ROOF-MOUNTED SOLAR
WIRING.
CONTRACTOR SHALL DEMOLISH THE THERMOSTATIC MIXING ASSEMBLY EQUIPMENT, INCLUDING ASSOCIATED
REMOVE AND DISPOSE EXISTING MAIN DISTRIBUTION PANEL.
CONTRACTOR SHALL COORDINATE ALL SERVICE REQUIREMENTS WITH DOMINION ENERGY.
REMOVE THE EXISTING UNDERGROUND SERVICE CONDUCTORS FEEDING POWER TO THE BUILDING.
PRIMER AND BE APPLIED FROM EXISTING FLOOR ELEVATION TO 10'-0".
CONTRACTOR SHALL SAND BLAST AND REPAINT EXISTING STEEL COLUMN. PAINT SHALL BE RED OXIDE METAL
CONTRACTOR SHALL DEMOLISH EXISTING BEAMS.
USE BM 1 AS A DATUM FOR EXISTING ELEVATIONS. (BM 1 ACTUAL = 914.06)
APPLY A SELF LEVELER COMPOUND THROUGHOUT EXISTING CONCRETE SLAB TO ACHIEVE A F.F.E. = 100.00.
FOUNDATION INSIDE THE MECHANICAL YARD AS INDICEATED ON PLAN.
CONTRACTOR SHALL DEMOLISH HOUSEKEEPING PAD INSIDE MECHANICAL ROOM AND CONCRETE
INFORMATION.
CUT A 5'-6" OPENING AND LOWER THE CMU WALL TO 4'-0", SEE ARCHITECTURAL PLANS FOR ADDITIONAL
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/4 /2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \D -1
F lo o r P la n D e m o li ti o n .d g n
:0
:2
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
F. LAMAS
-J
U N -2
A D
P
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
C O
N V
E R
T B
U
IL
D
IN
G
L. CASTILLO
1 2 3 4 5 6 7 8 9
A
D
E
G
J
A
L
B
F
G
H
K
04-JUN-2021
D-101L. CASTILLO J. LOPEZ
F L
O O
R P
L A
N D
E M
O L
IT
IO
N
SCALE: 1/8" = 1'-0"
FLOOR PLAN DEMOLITION
D
D
GENERAL NOTES:
ARCHITECTURAL KEY NOTES:
LEGEND:
UTILITY AND PLUMBING SYSTEMS KEY NOTES:
MECHANICAL KEY NOTES:
ELECTRICAL KEY NOTES:
STRUCTURAL:
WAS OMITTED FOR CLARITY
REVISED DRAWING SCOPING
REVISED SHEET
N
A1
A2
E2
M2
M2
M1
P1
M1
M2
E1
P1
P1 P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
P1
S1
S1
S2
A1
S2 S2 S2 S2
S2S2
S2
S2 S2
S2
S2
S2 S2 S2 S2
S2 S2
S2
S2
S2
S2
S2
S2
S2
S2
A1
A1
A1
A3
A3
A3
A3
A3
A3
E1
E2
A4
A5
A5
A5
A5
A5
A4
A4
A4
A4 g ni eeringDi vi s io n
'-7
'-0
'-6
'-6
'-0
'-7
13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"12'-2"9'-8"
UTILITY TRANSFORMER
4 WIRE PAD MOUNTED
EXISTING 500 KVA 3 PHASE,
DENOTES ITEMS FOR DEMOLITION
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/4 /2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \D -2
D e m o li ti o n E x te ri o r
E le v a ti o n s .d g n
:0
:2
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
F. LAMAS
-J
U N -2
A D
P
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
C O
N V
E R
T B
U
IL
D
IN
G
L. CASTILLO
F.F.E.
113'-5"
G.E.
T.O.C.
T.O.W.
B.O.P.
98'-0"
F.F.E.
108'-10"
112'-8"
120'-2"
G.E.
T.O.W.
T.O.D.
98'-0"
F.F.E.
G.E.
112'-8"
120'-2"
B.O.P
T.O.W.
98'-7"
120'-1"
T.O.W.
G.E.
1'-0"1'-0"
125'-0"
T.O.P. (HIGH)
F.F.E.
100'-0"
108'-5"
97'-10"
100'-0"
108'-9"
109'-0"
120'-3"
100'-0"
107'-0"
108'-5"
100'-0"
125'-0"
T.O.P. (HIGH)
125'-0"
T.O.P. (HIGH)
125'-0"
T.O.P. (HIGH)
T.O.G.W.
T.O.G.W.
T.O.M.C.
B.O.M.C.
T.O.G.W.
113'-5"
B.O.P.
9 8 7 6 5 4 3 2 1
1 2 3 4 5 6 7 8 9
A D E G J LL K H G F B A
SCALE: 1/8" = 1'-0"
NORTH ELEVATION
SCALE: 1/8" = 1'-0"
SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
WEST ELEVATION
SCALE: 1/8" = 1'-0"
EAST ELEVATION
D-201A. PELLOT A. PELLOT
D E
M O
L
IT
IO
N E
X T
E R
IO
R E
L E
V A
T
IO
N S
04-JUN-2021REVISED SHEET
g ni eeringDi vi s io n
REMOVE AND DISPOSE OF EXISTING HAND RAIL.
WINDOW AS SCHEDULE. REF: A-601
REMOVE EXISTING WINDOW AND REPLACE EXISTING OPENING TO RECIVE NEW
A.PROVIDE, APPLY COLORED SEALANT TO ALL HOLES.
REMOVE AND DISPOSE EXISTING DOWN SPOUT AND FASTENERS.
CONTRACT DRAWINGS. REF: A-201
REMOVE AND PRESERVE EXISTING BRICK PARAPET AS DEPICTED IN
RECIVE NEW DOOR AND DOOR FRAME AS SCHEDULE. REF: A-601
REMOVE EXISTING DOOR AND DOOR FRAME. REPLACE EXISTING OPENING TO
HANDRAILS BLACK.
CLEANED PER SSPC-SPLO AND APPLY ZINC PRIMER PER SSPC-PAINT 27. PAINT
HANDRAILS: CLEAN AND REPAINT EXISTING HANDRAILS. HANDRAILS SHALL BE
SPECIFIED IN NOTE 1 ON THIS SHEET.
REMOVE AND RESET EXISTING SPLASH BLOCKS. CLAN ALL SPLASH BLOCK AS
HANDRAILS BLACK.
CLEANED PER SSPC-SPLO AND APPLY ZINC PRIMER PER SSPC-PAINT 27. PAINT
LOUVERS: CLEAN AND REPAINT EXISTING LOUVERS. LOUVERS SHALL BE
INSTALLATION. REF: 8/ A-505
REMOVED AND REINSTALLED WILL VARY TO ACCOMMODATE WINDOW
AREA SHADED REPRESENTS NEW WINDOW LOCATION, ACTUAL BRICK VENEER TO
INSTALLATION.
REMOVE AND DISPOSE OF EXISTING BRICK TO FACILITATE NEW WINDOW
"2 12'- 1'-9" 8'-0""2
13'-4 8'-0"8'-0" "4 13'-18'-0"
6'-8"3'-4" 6'-2"3'-4"
9'-8"12'-2"24'-0"24'-0"24'-0"24'-0"24'-0"13'-6"
13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"12'-2"9'-8"
22'-11"19'-2"15'-6"5'-8"20'-11"16'-7"13'-0"12'-6"12'-6"13'-0"16'-7"
KEY NOTES:
LEGEND:
ABBREVIATIONS:
GROUND ELEVATION.G.E.
FINISH FLOOR ELEVATION.F.F.E.
TOP OF DOOR.T.O.D.
BOTTOM OF METAL CANOPY.B.O.M.C.
TOP OF METAL CANOPY.T.O.M.C.
TOP OF CEILING.T.O.C.
TOP OF GLASS WINDOWS.T.O.G.W.
TOP OF WALL.T.O.W.
BOTTOM OF PARAPET.B.O.P.
TOP OF PARAPET.T.O.P.
NOTES:
PROVIDE, APPLY MASONRY SEALER OVER ALL MASONRY EXTERIOR AS SPECIFIED.3.
PROVIDE, APPLY COLORED SEALANT AS SPECIFIED TO ALL HOLES.2.
CLEANED AS SPECIFIED IN "GENERAL CLEANING OF EXTERIOR BRICK MASONRY".
CLEAN ALL EXTERIOR BRICK MASONRY TO REMAIN. BRICK MASONRY SHALL BE 1.
DENOTES ITEMS FOR DEMOLITION.
DENOTES AREA TO INSTALL BRICK VENEER.
1 1 1 1 1
1 1 1 1 1 1 1
1111 11
2 2
2 2
777 7
3 3
3 3
4 4
A
A
A
A
A
A
A
A
C-101
X
IS
T
IN
G C
O N
D
IT
IO
N S S
U R
V E
Y
SCALE: 1" = 10'-0"
EXISTING CONDITION SURVEY
G
W
F
WCO
WW
G
L. CASTILLO L. CASTILLO
FD
FO
F
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/4 /2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \C -1
E x is ti n g C o n d it io n s S u rv e y .d g n
:0
:3
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
F. LAMAS
-J
U N -2
A D
P
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
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[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
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FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
C O
N V
E R
T B
U
IL
D
IN
G
L. CASTILLO
WW
WCO
G
G
G
W
FO
F
W
W
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WW
G
G
WW
WW
FD
N
916.00
920.76
920.12
919.53
919.14
918.44
917.80
917.09
916.55
916.01
915.02
920.49
920.03
919.67
918.66
918.76
917.37
916.69
915.67
914.71
914.45
918.87
914.13
917.83
918.50
917.43
917.29
914.95
916.95
917.61
917.58
918.39
917.88
917.66
918.34
918.36
917.40
915.48
916.5
917.08
917.27
917.57
917.39
916.71
916.49
914.17
919.12 917.47
916.48917.75 917.46918.61919.39918.41918.80919.79920.09919.71
918.64
918.17 918.54
916.08 915.09917.45
917.13 917.30
917.50
917.31 913.85
917.29 916.10 915.04
917.25 916.08 915.28
918.82
919.00917.22
916.31
917.32
916.72
918.31
EL = 917.29'
CENTER OF ROAD
MAGNETIC NAIL IN
PROJECT BENCHMARK
EL = 913.76'
N = 11305372.67
E = 2029295.47
POWER POLE
EXISTING ABANDONED
g ni eeringDi vi s io n
LEGEND:
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING GAS LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING WATER LINE
EXISTING POWER POLE
EXISTING GAS REGULATOR
EXISTING GAS VALVE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING WASTEWATER CLEANOUT
EXISTING WASTEWATER MANHOLE
PROJECT BENCHMARK
SPOT ELEVATION
EXISTING FIBER OPTIC
EXISTING FLOOR DRAIN
BUILDING NUMBER12005
FIRE DEPARTMENT CONNECTION
EXISTING UNDERGROUND FIBER OPTIC LINE
OLD IRONSIDE AVE
T
H S
T
12005
A
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/4 /2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \C -1
P ro p o s e d S it e P la n .d g n
:0
:3
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
F. LAMAS
-J
U N -2
A D
P
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
C O
N V
E R
T B
U
IL
D
IN
G
L. CASTILLO
WCO
G
FO
F
W
W
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WW
WW
WW
FD
C-102L. CASTILLO L. CASTILLO
P R
O P
O S
E D S
IT
E P
L A
N
SCALE: 1" = 10'-0"
PROPOSED SITE PLAN REVISED SHEET 04-JUN-2021
920.76
920.12
919.53
919.14
918.44
917.09
916.55
916.01
915.02
920.49
920.03
919.67
918.66
918.76
917.37
916.69
915.67
914.71
914.45
918.87
914.13
917.83
918.50
917.43
917.29
914.95
916.95
917.61
917.58
918.39
917.88
917.66
918.34
918.36
917.40
915.48
916.5
917.08
917.27
917.57
917.39
916.71
916.49
914.17
919.12 917.47
916.48917.75 917.46918.61919.39918.41918.80919.79920.09919.71
918.64
918.17 918.54
916.08 915.09917.45
917.13 917.30
917.50
917.31 913.85
917.29 916.10 915.04
917.25 916.08 915.28
918.82
919.00917.22
916.31
917.32
916.72
918.31
LIMITS OF GRADING LIMITS OF GRADING
LIMITS OF GRADING LIMITS OF GRADING
N
EL = 917.29'
CENTER OF ROAD
EL = 914.06'
PARKING LOT ASPHALT
EL = 913.76'
N = 11305372.67
E = 2029295.47
POWER POLE
EXISTING ABANDONED
g ni eeringDi vi s io n
INSTALL TYPICAL CELLAR DOORWAY TO CRAWL SPACE.
TYPICAL GRADING AND SODDING AREA LIMITS AS SHOWN.
INSTALL NEW DUMPSTER PAD; REF SHEETS C-501, C-502, C-503.
CONTRACTOR SHALL CONSTRUCT NEW SIDEWALKS AS SPECIFIED.
WITH 6-#6 LONGITUDINAL BARS AND #3 TIES @ 12" O.C.
INSTALL NEW 25' TALL FLAG POLE AND 3'-0" x 5'-0" DEEP DRILLED SHAFT FOUNDATION
W/ #5 BARS AT 16" ON CENTER EACH WAY.
8" THICK 4,000 PSI CONCRETE SLAB REINFORCED
OLD IRONSIDE AVE
T
H S
T
12005
38'-5"
KEY NOTES:
LEGEND:
NOTES:
SPECIFIED.
DEMOLITION WORK, CONTRACTOR WILL FILL AND GRADE THE AREA AS
GUARD RAILS SHALL BE DISPOSED OF. UPON COMPLETION OF
LOADING RAMP IS TO BE DEMOLISHED ENTIRERLY. CONCRETE AND 3.
NO ADDITIONAL COST TO THE GOVERNMENT.
OWNER AND SHALL BE MADE PAYABLE IN FULL BY THE CONTRACTOR AT
30 DAYS MAY BE SUBJECTED TO ADDITIONAL FEES BY PRIVATIZED UTILITY
OF THE CONTRACT PERIOD OF PERFORMANCE. PAYMENTS MADE AFTER
FULL PAYMENT DIRECTLY TO UTILITY OWNER WITHIN THE FIRST 30 DAYS
IT IS THE CONTRACTOR’S RESPONSIBILITY TO COORDINATE AND SUBMIT 2.
WITHIN THESE CONTRACT DOCUMENTS.
RESPONSIBLE FOR THE COMPLETION OF ALL UTILITY WORK ASSOCIATED
COORDINATE ALL WORK AS NECESSARY. CONTRACTOR SHALL BE
WITH THE PRIVATIZED UTILITY COMPANIES AND APPROPRIATELY
THE CONTRACTOR TO COORDINATE POINT OF OWNERSHIP DEMARCATION
PERTAIN DIRECTLY TO THEIR UTILITIES. IT IS THE RESPONSIBILITY OF
PERFORM ALL DEMOLITION AND NEW CONSTRUCTION WORK THAT
AND NATURAL GAS UTILITIES. THE UTILITY SYSTEM OWNERS MUST
SANITARY SEWER UTILITIES. DOMINION ENERGY OWNS THE ELECTRIC
ARE PRIVATELY OWNED. AMERICAN WATER OWNS THE WATER AND
SOME OF THE EXISTING UTILITY SYSTEMS WITHIN THE PROJECT AREA 1.
10'-0"
2 2
2 2
REVEGITATE DISTUBED AREAS
DEMOLISH TREE IN ITS ENTIRITY
EXISTING TREE TO BE DEMOLISHED.
A
COMPACT AND FINE GRADE EXISTING SUBGRADE TO 98% ASTM D 1557.
10" FLEXIBLE BASE TXDOT GRADE 1-2 TYPE A IN CONFORMANCE WITH TXDOT, ITEMS 247.
APPLY TACK COAT TO EXISTING CONCRETE IN CONFORMANCE WITH CURRENT TXDOT SPECS, ITEMS 310.
APPLY PRIME COAT TO BASE MATERIAL IN CONFORMANCE WITH CURRENT TXDOT SPECS, ITEM 310.
SPECS. ITEMS 341 RAS WILL NO BE PERMITTED TO USE WITHIN HMAC MIX.
FULL DEPTH REPAIR WITH 3" HMAC TXDOT TYPE D 50 GYRATION IN CONFORMANCE WITH CURRENT TXDOT
INSTALL HANDICAP TEMPLATE.
4" SOLID BLUE THERMOPLASTIC STRIPE.
4" SOLID WHITE THERMOPLASTIC STRIPE.
FULL DEPTH REPAIR. SEE DETAIL 3/C-505.
12005
12006
ACCESSIBLE
VAN
PARKING
RESERVED
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/4 /2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \C -1
P ro p o s e d P a rk in g L o t P la n .d g n
:0
:0
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
F. LAMAS
-J
U N -2
A D
P
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
C O
N V
E R
T B
U
IL
D
IN
G
L. CASTILLO
SCALE: 1/2" = 1'-0"
ACCESSIBLE PARKING SIGN
SCALE: 1" = 20'-0"
PROPOSED PARKING LOT PLAN
NOTES:
1.
2. ALL EXISTING CURB AND GUTTERS TO REMAIN.
MAINTAIN EXISTING PROFILE AND GRADE.
SCALE: 1/4" = 1'-0"
TYPICAL PAVEMENT SECTION
KEY NOTES:
NOTES:
1.
2.
SIGNS SHALL BE REFLECTIVE SHEETING ON 0.080 ALUMINUM.
2-3/8" O.D., 16 GA.
POSTS SHALL BE TUBULAR HOT DIPPED GALVANIZED STEEL.
3. SET POST 1.5' FROM OUTSIDE OF SIDEWALK.
P R
O P
O S
E D P
A R
K
IN
G L
O T P
L A
N
C-103
N
43 2 1 2 2
5 6
83'-0"
5'-0"
C
C
C
C
C
C g ni eeringDi vi s io n
83'-0''
R
30'-0"
R
R
30'-0"
R
R
R
9'-0"9'-0"11'-0" 9'-0" 1
9'-0"
36'-0" 5
44'-0''
9'-0"
525'-0''
457'-0''
L. CASTILLO N. EUBANK
ADDED SHEET 04-JUN-2021
BORDER ON WHITE BACKGROUND.
GREEN LETTERS, BLUE SYMBOL, &
12" X 18" R7-8 SIGN BAKED ENAMEL
BORDER ON WHITE BACKGROUND.
GREEN LETTERS, BLUE SYMBOL, &
12" X 18" R7-8 SIGN BAKED ENAMEL
STEEL POLE
SLEEVE
BREAK-AWAY
FINISHED GRADE
SEE DETAIL 2
INSTALL R7-8 SIGN
SEE DETAIL 2
AND R7-8A SIGN
INSTALL R7-8
SAW CUT
SIDEWALK
SIDEWALK
OLD IRONSIDES AVE
SIGN
MOTORCYCLE
INSTALL
SAW CUT
C-501L. CASTILLO L. CASTILLO
IT
E D
E T
A
IL
S I
SCALE: 1/2" = 1'-0"
DUMPSTER PAD ENCLOSURE - PLAN VIEW
SCALE: 1/2" = 1'-0"
DUMPSTER PAD ENCLOSURE - FRONT ELEVATION
SCALE: 1/2" = 1'-0"
DUMPSTER PAD ENCLOSURE - SIDE ELEVATION
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/4 /2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \C -5
S it e D e ta il s I .d g n
:0
:0
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
F. LAMAS
-J
U N -2
A D
P
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
C O
N V
E R
T B
U
IL
D
IN
G
L. CASTILLO
2" 2"
2"
3"
2"
3"
R - PANEL
6" DIA. BOLLARD
CONCRETE FOUNDATION
6" DIA. BOLLARD
CULTURED STONE COLUMN
g ni eeringDi vi s io n
MASONRY NOTES:
ALL VERTICAL STEEL SHALL BE POSITIONED IN WALL USING REBAR POSITIONERS.8.
WITH 3/16 INCH CROSS TIES SPACED AT 16”ON CENTER.
COLD-DRAWN STEEL CONFORMING TO ANSI/ASTM A82, 3/16 INCH SIDE RODS
REINFORCE ALL CONCRETE MASONRY UNITS WITH TRUSS TYPE HOT DIP GALVANIZED 7.
IN APPROXIMATE RATIO OF 1:3:2. GROUT SHALL CONFORM TO ASTM C-476.
GROUT OR FILLED CELLS SHALL BE A MIXTURE OF CEMENT, SAND, AND PEA GRAVEL 6.
MASONRY MECHANICS WITH MASONRY SAWS.
REQUIRED TO ACCOMMODATE WORK OF OTHER SECTIONS SHALL BE DONE BY
PROGRESSES. ALL CUTTING AND FITTING OF MASONRY, INCLUDING THAT
AND OTHER ITEMS TO BE BUILT IN SHALL BE INSTALLED AS THE MASONRY WORK
OPENING OF THE FULL CELL DIMENSIONS. ANCHORS, WALL PLUGS, ACCESSORIES
WITH GROUT SHALL BE ALIGNED TO PROVIDE A CONTINUOUS UNOBSTRUCTED
WITH FRESH MORTAR. VERTICAL CELLS TO BE REINFORCED AND/OR FILLED
DISTURBED AFTER MORTAR HAS STIFFENED SHALL BE REMOVED AND RELAYED
TO FINAL POSITION WHILE MORTAR IS STILL SOFT AND PLASTIC. ANY UNIT
MASONRY UNITS SHALL BE DRY WHEN LAID. EACH UNIT SHALL BE ADJUSTED 5.
AND VERTICAL FACE SHELLS, AND ALL WEBS.
ALL CMU SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL 4.
METHOD.
ALL MORTAR SHALL BE ASTM C-270 TYPE “N”MORTAR MIXED BY PROPORTION3.
TYPE I, WEIGHING NOT MORE THAN 105 PCF DRY.
A MAXIMUM LINEAR SHRINKAGE OF 0.06% CONFORMING TO ASTM C90
HAVE A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI WITH
UNLESS NOTED OTHERWISE, ALL CONCRETE MASONRY UNITS (CMU) SHALL 2.
COMMENTARIES FOR THE ABOVE.
MASONRY STRUCTURES”(ACI 530.1/ASCE 6/TMS 602) AND ASSOCIATED
STRUCTURES”(ACI 530/ASCE 5/TMS 420). THE “SPECIFICATION FOR
CONCRETE INSTITUTE “BUILDING CODE REQUIREMENTS OF MASONRY
ACCORDANCE WITH THE CODE APPLICABLE EDITIONS OF THE AMERICAN
REINFORCED CONCRETE MASONRY WALLS SHALL BE CONSTRUCTED IN 1.
6'-0"
30'-0"
2'-0" 2'-0" 6'-0" 2'-0" 6'-0" 2'-0" 6'-0" 2'-0" 2'-0"
2'-4" 11'-6" 2'-4" 11'-6" 2'-4"
2'-4"
7'-6"
8 - YARD FRONT
LOAD DUMPSTER
8 - YARD FRONT
LOAD DUMPSTER
8 - YARD FRONT
LOAD DUMPSTER
C
C
C
C
C
C-502L. CASTILLO L. CASTILLO
BEAM SCHEDULE
MARK
B1 8"
"B" REINFORCEMENT
#3 STIRRUPS @ 18" O.C.
2 - #5 TOP & BOTTOM
"D"
12"
SCALE: 1/2" = 1'-0"
FOUNDATION PLAN
SCALE: 1/2" = 1'-0"
TYPICAL BOLLARD
SCALE: 1 1/2" = 1'-0"
INTERIOR GRADE BEAM
SCALE: 1 1/2" = 1'-0"
EXTERIOR GRADE BEAM
S
IT
E D
E T
A
IL
S I I
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/4 /2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \C -5
S it e D e ta il s I I.
d g n
:0
:1
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
F. LAMAS
-J
U N -2
A D
P
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
C O
N V
E R
T B
U
IL
D
IN
G
L. CASTILLO
B1 g ni eeringDi vi s io n
SITE PREPARATION NOTES:
DESICCATION.
OF CONCRETE. REMOVE ALL LOOSE MATERIALS AND UNSUITABLE SOILS DUE TO RAINFALL OR BY
PLACEMENT
WATER SHOULD NOT BE PERMITTED IN THE FOOTING HOLES AFTER FINAL COMPACTION AND BEFORE
STANDING
BOTTOM OF HOLES TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY DETERMINED USING ASTM D698.
COMPACT
EXCAVATE ALL FOOTINGS TO MEET PLANNED DIMENSIONS. PRIOR TO PLACEMENT OF CONCRETE, HAND S5.
PERFORM ALL EARTHWORK DESCRIBED ABOVE BEFORE EXCAVATING FOR BEAMS AND FOOTINGS. S4.
LARGER THAN THREE (3) INCHES IN MAXIMUM DIMENSION.
STONES
BLE BASE MATERIALS SHOULD BE FREE OF ORGANIC MATERIAL AND DEBRIS, AND SHOULD NOT CONTAIN
FLEXI-
ITEM 247, TYPE A, GRADES 1 OR 2 AS SPECIFIED IN THE 2004 TXDOT STANDARD SPECIFICATIONS MANUAL. THE
CRITERIA FOR
OF THE OPTIMUM MOISTURE CONTENT. THE FLEXIBLE BASE MATERIAL SHOULD MEET THE GRADATION
POINTS
PACTIVE LIFT THICKNESS TO 6 INCHES OR LESS AND MOISTURE CONTENT BETWEEN -2 AND +3 PERCENTAGE
COM-
IN LINE ITEM 205: FLEXIBLE BASE MATERIAL (IN-PLACE, COMPACTED) OF THE OEP SPECIFICATIONS. MAINTAIN
SPECIFIED
BRING THE SUBGRADE UP 16", EXCEPT WHERE OTHERWISE SHOWN, WITH FLEXIBLE BASE MATERIAL AS S3.
MATERIAL) OF THE OEP SPECIFICATIONS.
IN-PLACE
STABILIZE 6" OF SUBGRADE USING LIME AS SPECIFIED IN LINE ITEM 203: LIME STABILIZATION (STABILIZE S2.
ITIONAL SOILS AS NEEDED TO MEET DESIGN ELEVATIONS. EXPOSED SUBGRADE SHALL BE RELATIVELY LEVEL.
ADD-
AT THE ENTIRE AREA OCCUPIED BY THE PAD, REMOVE TOP SOILS. DO NOT USE AS FILL MATERIAL. REMOVE S1.
CONCRETE NOTES:
GRADE BEAMS .......................................................................... 2 INCHES
SLAB ON GRADE (FROM TOP OF SLAB) ................................ 2 INCHES
CONCRETE COVER SHALL BE AS FOLLOWS:C7.
SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER.
WITHOUT THE
NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED C6.
MINIMUM CONCRETE COMPRESSIVE STRENGTH WHEN TESTED AT 28 DAYS SHALL BE 4,000 PSI. C5.
CONCRETE.
ALL REINFORCING SHALL BE PROPERLY CHAIRED AND TIED PER ACI 315 AND CRSI PRIOR TO PLACING C4.
DETAIL REINFORCING BARS AND PROVIDE BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH ACI 315. C3.
GRADE 60.
A 615
ALL CONCRETE REINFORCEMENT SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING TO ASTM C2.
QUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318)", THE AMERICAN CONCRETE INSTITUTE.
RE-
STRUCTURAL CONCRETE SHALL BE IN ACCORDANCE WITH THE CODE APPLICABLE EDITION OF "BUILDING CODE C1.
1'-4"
1/2" EXP. JOINT FILLER
1" CROWN
PAINT SAFETY YELLOW
EMBEDDED 3' INTO CONCRETE SHAFT
PIPE FILLED WITH CONCRETE,
6" DIA. BOLLARD POST, SCH. 40 STEEL
3'-0"6'-0"2'-0"4'-0"4'-0"2'-0"6'-0"3'-0"
11'-0"8'-0"11'-0"
30'-0"
1'-0"
6" THICK 4,000 PSI CONCRETE
REINFORCED WITH #5 @ 18" O.C.E.W.
BROOM FINISH.
B1
B
B
B
B
SEE CIVIL DRAWINGS
FINISHED GRADE,
AND REINFORCEMENT
SEE PLAN FOR SLAB SIZE
"D
6""B"
S E
E P
L A
N
SEE NOTE S3
SEE NOTE S2
SEE NOTE S3
SEE NOTE S2
S E
E P
L A
N
AND REINFORCEMENT
SEE PLAN FOR SLAB SIZE
6" 6""B"
C
C
C
C
C
C
C
C-503L. CASTILLO L. CASTILLO
IT
E D
E T
A
IL
S I
II
SCALE: 1/2" = 1'-0"
ENCLOSURE FRAMING PLAN
SCALE: 3/4" = 1'-0"
FRAMING ELEVATION
SCALE: 3" = 1'-0"
CONNECTION DETAIL
SCALE: 3" = 1'-0"
SECTION DETAIL
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
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STRUCTURAL FRAMING NOTES
ALL WELDS EXPOSED TO VIEW SHALL BE CLEANED AND GROUND SMOOTH.8.
TO ACCOMMODATE ROLLING FABRICATIONS REQUIREMENTS AT NO ADDITIONAL COST TO THE GOVERNMENT.
MEET STRENGTH AND DEFLECTION REQUIREMENTS. MEMBER THICKNESSES CAN BE INCREASED AS REQUIRED
ROLLED MEMBER SIZES/THICKNESS INDICATED ON THE STRUCTURAL DRAWINGS ARE REQUIRED MINIMUMS TO 7.
ALL FIELD WELDING.
OPERATIONS. A FIRE EXTINGUISHER SHALL BE ON THE JOB SITE AND IN THE IMMEDIATE WORKING AREA OF
CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL EXISTING CONSTRUCTION DURING ALL FIELD WELDING 6.
CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION.
ALL AROUND/BOTH SIDES OF MEMBER WITH FILLET WELDS. UNLESS NOTED OTHERWISE ON THE PLANS, THE
FABRICATED OR FIELD ASSEMBLED ADJOINING STEEL MEMBERS SHALL BE CONNECTED USING CONTINUOUS, PERFORMED BY AN INDEPENDENT TESTING AGENCY. UNLESS NOTED OTHERWISE ON THE PLANS, ALL SHOP
THE AWSD1.1 "STRUCTURAL WELDING CODE-STEEL". VISUAL INSPECTIONS OF THE WELDS SHALL BE
HYDROGEN RODS. ALL WELDS SHALL BE VISUALLY INSPECTED IN ACCORDANCE WITH SECTIONS 6.5 AND 6.9 OF
WELDS AS SHOWN ON THE DRAWINGS. ALL WELDS SHALL BE PERFORMED USING E70XX SERIES LOW
4 OF THE AWSD1.1 "STRUCTURAL WELDING CODE-STEEL", AND HAVING CURRENT EXPERIENCE IN THE TYPE OF
WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES, IN ACCORDANCE WITH SECTION 5.
OTHER ROLLED SHAPES, PLATES, BARS..................................ASTM A36
TUBE (Fy 46 ksi) ..............................................................................ASTM A500 Gr. B
NEW STEEL SHALL BE MET WITH THE FOLLOWING REQUIREMENTS:4.
DOD-P-21035A OR SSPC-PAINT 20.
CONTENT WITH DRY FILM CONTAINING NO LESS THAN 95% ZINC-DUST BY WEIGHT, AND COMPLYING WITH THE
PAINT IN ACCORDANCE WITH A.S.T.M. A780. THE GALVANIZING REPAIR PAINT SHALL HAVE A HIGH ZINC-DUST
CONNECTIONS AND ABRADED AREAS SHALL BE CLEANED AND "TOUCHED UP" WITH GALVANIZING REPAIR
HOT-DIP PROCESS AND ACCORDING TO A.S.T.M. A123. WHEN APPLICABLE FIELD WELDS, BOLTED
ALL EXPOSED MISCELLANEOUS STEEL SHALL BE CLEANED AND GALVANIZED. APPLY ZINC COATING BY THE 3.
SOCIETY (AWS D1.1 AND AWS D1.3).
WELDING: CODE APPLICABLE EDITION OF THE STRUCTURAL WELDING CODE - STEEL, AMERICAN WELDING 2.
THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 360.
STRUCTURAL STEEL SHALL CONFORM TO THE 2010 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" OF 1.
"2 12'-4"2
15'-7"2 15'-72'-9""2
15'-7"2 15'-7"2
12'-4
HSS 2 x 1 x 3/16 (HI)
HSS 2 x 1 x 3/16 (LOW)
HSS 2 x 1 x 3/16 (HI)
HSS 2 x 1 x 3/16 (LOW)
HSS 2 x 1 x 3/16 (HI)
HSS 2 x 1 x 3/16 (LOW)
HSS 2 x 1 x 3/16 (HI)
HSS 2 x 1 x 3/16 (LOW)
H S
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ALL COLUMNS ARE HSS 3 x 3x 1/4
UNLESS NOTED OTHERWISE.
SEE PLAN SEE PLAN
OF TUBE; ALL LOCATIONS
TYPICAL 1/4" CAP PLATE WELDED TO TOP
ALL LOCATIONS.
EQUIVALENT. TYPICAL
EPOXY OR APPROVED
CRETE WITH HIT-HV 200
INTO THE FINISHED CON-
EMBEDDED FOUR INCHES
Ø. HILTI HAS ANCHORS
ENED W/ (4) 6" LONG x 1/2"
TOM OF TUBE AND FAST-
PLATE WELDED TO BOT-
7" x 7" x 3/8" THICK BASE
3/16
(OUTSIDE)
INSTRUCTIONS.
SCREWS PER MANUFACTURER'S INSTALLATION
TO HSS TUBES WITH SELF TAPPING TEK
NEW R-PANEL (24 GUAGE) FASTEN
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SHEET SIZE: ARCH D
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REVISION DATEREVISION DESCRIPTIONREVISION
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SCALE: 1 1/2" = 1'-0"
TYPICAL NEW CONCRETE SIDEWALK
SCALE: 1 1/2" = 1'-0"
TYPICAL LAP JOINT FOR CONCRETE WORK
SCALE: 1 1/2" = 1'-0"
TYPICAL CONTROL JOINT
SCALE: 1 1/2" = 1'-0"
TYPICAL EXPANSION JOINT
g ni eeringDi vi s io n
0'-5 3/4 "
6"
6"
SEE PLAN
16" O.C.E.W.
WITH NO. 3 BARS AT
4" THICK CONCRETE
GRADE, COMPACT 95% PROCTOR.
TYPICAL 6" COMPACTED BASE,
EDGE.
THICKEN
TYPICAL 6"
INTO EXISTING CONC.
AT 24" O.C. EXTEND 4" (MIN)
18" NO. 4 DOWEL BAR
APPLY JOINT SEALANT
TYPICAL EXISTING CONCRETE
OF SIDEWALK.
1/2" ABOVE EXISTING TOP
REF: CONC. DETAILS.
NEW CONC. WORK
AT 18" O.C.
NO. 3 "Z" BAR
EXISTING CONC.
TYPICAL 6" LAP UNDER
ACCORDING TO DRAWINGS.
1/4" WIDE TOOLED TRAVERSE JOINTS LOCATED
REF: CONC. DETAILS
TYPICAL CONCRETE
OF MAXIMUM DENSITY.
COMPACTED 95%
SUBGRADE MATERIAL
GRADE, COMPACT 95% PROCTOR.
TYPICAL 6" COMPACTED BASE,
REF: OTHER DETAILS
TYPICAL NEW CONCRETE SIDEWALK,
WARPING DURING FLOATING AND FINISHING.
AND SHALL BE HELD IN PLACE WITH STEEL PINS TO PREVENT
JOINT FILLER STRIPS, PLACED 1/4" BELOW SURFACE
EXPANSION JOINTS SHALL BE FORMED WITH 3/8"
VARIES
6"6"
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APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
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BRANCH CHIEF
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J. LOPEZF. LAMAS
GENERAL NOTES:
SCHEDULE OF SITE OBSERVATIONS BY STRUCTURAL ENGINEER:
REPAIRED TO EQUIVALENT OR BETTER CONDITION.
PROTECT ALL REMAINING EXISTING STRUCTURES. ANY DAMAGE TO AN EXISTING STRUCTURE SHALL BE GN-13
QUALITY OR QUANTITY OF THE WORK.
CONTRACT DOCUMENTS. THESE LIMITED SITE OBSERVATIONS ARE NOT INTENDED TO BE A CHECK OF THE
DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE STRUCTURAL
PERIODIC SITE OBSERVATIONS BY THE STRUCTURAL ENGINEER ARE SOLEY FOR THE PURPOSE OF GN-12
OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY
PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND
THE ENGINEER SHALL NOT HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION GN-11
DOD-P-21035A OR SSPC-PAINT 20.
WITH DRY FILM CONTAINING NO LESS THAN 95% ZINC-DUST BY WEIGHT, AND COMPLYING WITH THE
ACCORDANCE WITH ASTM A780. THE GALVANIZING REPAIR PAINT SHALL HAVE A HIGH ZINC-DUST CONTENT
AND ABRADED AREAS SHALL BE CLEANED AND "TOUCHED UP" WITH GALVANIZING REPAIR PAINT IN
HOT-DIP PROCESSAND ACCORDING TO ASTM A123. WHEN APPLICABLE, FIELD WELDS BOLTED CONNECTIONS
ALL EXPOSED MISCELLANEOUS STEEL SHALL BE CLEANED AND GALVANIZED. APPLY ZINC COATING BY THE GN-10
WHEN PLACING MATERIALS ON ROOFS.
CONTRACTOR'S RESPONSIBILITY TO ENFORCE THIS REQUIREMENT. IMPACT LOADS SHALL BE PREVENTED
CONSTRUCTION MATERIALS SHALL NOT BE STORED ON ROOFS IN EXCESS OF THE DESIGN LOADS. IT IS THE GN-9
PORTION OF THE STRUCTURE.
OF TEXAS WHICH VERIFY THE MEANS OF STRUCTURALLY MAINTAINING THE INTEGRITY OF THE COMPLETED
CONTRACTOR SHALL PROVIDE CALCULATIONS SEALED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE
DIRECTIONS. WHEN REQUIRED BY THE CONSTRUCTION DOCUMENTS OR THE STRUCTURAL ENGINEER, CONSTRUCTION DOCUMENTS. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ALL
STRUCTURE UNTIL ALL PERMANENT CONNECTIONS ARE MADE, AND ENCLOSED PERMANENTLY AS PER
CONTRACTOR SHALL CONSIDER ALL CONSTRUCTION LOADS APPLIED TO THE PARTIALLY COMPLETED
THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A COMPLETED STRUCTURE. GN-8
DIFFERENTIAL MOVEMENT OF 1 INCH.
ALL PLUMBING CONDUITS AT FOUNDATION SHALL HAVE FLEXIBLE CONNECTIONS TO SUSTAIN A MAXIMUM GN-7
INSERTS, ANCHORS AND BOLTS REQUIRED BY VARIOUS TRADES.
SEE ARCHITECTURAL AND MEP DRAWINGS FOR LOCATIONS AND SIZES OF SLAB OPENINGS, SLEEVES, GN-6
GENERAL CONTRACTOR SHALL INSPECT JOB FOR COMPLETION BEFORE SCHEDULING ANY OBSERVATIONS.GN-5
CONCRETE REINFORCING STEEL SHOP DRAWINGS INCLUDING PLACEMENT DRAWINGS AND CUT SHEETS.B.
CONCRETE MIX DESIGN FOR EACH TYPE OF CONCRETE TO BE USED.A.
SUBMITTED:
EXPRESSED IN THE CONTRACT DOCUMENTS. AS A MINIMUM, THE FOLLOWING SHOP DRAWINGS SHALL BE
PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT
FOR SHOP DRAWINGS. THE STRUCTURAL ENGINEER WILL REVIEW SHOP DRAWINGS FOR THE LIMITED
THE GENERAL CONTRACTOR PRIOR TO FABRICATION. STRUCTURAL DRAWINGS SHALL NOT BE REPRODUCED
COMPLETED SHOP DRAWINGS SHALL BE PROVIDED FOR ALL FABRICATED ITEMS AND SHALL BE REVIEWED BY GN-4
FOR DIMENSIONS.
DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS
THOROUGHLY WITH THE CONTRACT DOCUMENTS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY
THE CONTRACTOR AND FABRICATOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS GN-3
WHERE CONDITIONSARE SIMILAR TO THOSE DESCRIBED IN DETAILS.
THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE DRAWINGS IN ALL AREAS GN-2
STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL RESIDENTIAL CODE 2012 EDITION.GN-1
INCLUDE OR WAIVE THE RESPONSIBILITY FOR CONTRACTOR QUALITY CONTROL.
STRUCTURAL SITE OBSERVATIONS ARE THE REQUIREMENTS OF THE STRUCTURAL ENGINEER AND DOES NOT NOTE:
NOTIFY COR AT LEAST 24 HOURS BEFORE EACH SITE OBSERVATION.C.
BY INSTALLATION OF ARCHITECTURAL FINISHES.
COLD FORMED STRUCTURAL STEEL: BEFORE CONNECTIONS AND STRUCTURAL MEMBERS ARE HIDDEN B.
"CONCRETE AND CONCRETE REINFORCEMENT"
CONCRETE: FOR EACH CONCRETE POUR UNLESS NOTED OTHERWISE BY THE ENGINEER. SEE NOTE 5 OF A.
AND STRUCTURAL ENGINEER TO SET UP A SCHEDULE FOR THE FOLLOWING OBSERVATIONS:
PRIOR TO THE BEGINING OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE COR SO-1
DESIGN LOADS:
UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS FOR FUTURE LOADS.DL-5
* EXPOSURE CATEGORY................................................."B"
* BASIC DESIGN WIND SPEED................................90 MPH
WIND LOADS:DL-4
* GROUND SNOW LOAD...................................................5 PSF
SNOW LOAD:DL-3
* ROOF................................................................................20 PSF
UNIFORM DESIGN LIVE LOADING IS AS FOLLOWS:DL-2
LOAD IS 20 PSF OR ACTUAL LOAD WHICHEVER IS LARGER.
FIXED SERVICE EQUIPMENT. ALL DEAD LOADS ARE CONSIDERED PERMANENT LOADS. MINIMUM ROOF DEAD
FINISHES, CLADDING AND OTHER SIMILARLY INCORPORATED ARCHITECTURAL AND STRUCTURAL ITEMS, AND
INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, ROOFS, CEILINGS, STAIRWAYS, BUILT-IN PARTITIONS, DEAD LOADS INCLUDE THE WEIGHT OF CONSTRUCTION MATERIALS INCORPORATED INTO THE BUILDING, DL-1
SITE PREPARATION FOR SOIL SUPPORTED FOUNDATIONS:
DOWN A MINIMUM OF 10 INCHES BELOW FINISH FLOOR LINE.
AT AREA OUTSIDE BUILDING LINE, SLOPE TOP SURFACE OF FILL TO MATCH FINISH GRADE SLOPE AND HOLD UF-10
AROUND PIPES AND ROUGH-INS AND SEAL CUTS WITH PRESSURE SENSITIVE TAPE.
EDGES OF FILM 6" WITH TOP LAP PLACED IN DIRECTION OF CONCRETE FLOW AND TAPE ALL JOINTS. CUT FILM
BEAM AND FOOTING SOFFITS AND SIDES OF BEAMS AND FOOTINGS USING WIDEST PRACTICAL WIDTHS. LAP
PREVENT PROTRUSIONS THAT MAY CAUSE DAMAGE OR RUPTURE FILM. LAY FILM ON SUBGRADE INCLUDING
PLACE 15 MIL "STEGO WRAP" OR REVIEWED EQUIVALENT ON TOP OF SELECT FILL. SMOOTH SUBGRADE TO UF-9
RAINFALL OR BY DESICCATION.
AND BEFORE PLACEMENT OF CONCRETE. REMOVE ALL LOOSE MATERIALS AND UNSUITABLE SOILS DUE TO
D698. STANDING WATER SHOULD NOT BE PERMITTED IN THE FOOTING HOLES AFTER FINAL COMPACTION
COMPACT BOTTOM OF HOLES TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY DETERMINED USING ASTM
EXCAVATE BEAM TRENCHES TO MEET PLANNED DIMENSIONS. PRIOR TO PLACEMENT OF CONCRETE, HAND UF-8
LINES.
PERFORM ALL EARTHWORK DESCRIBED ABOVE BEFORE EXCAVATING FOR GRADE BEAMS OR MECHANICAL UF-7
HOURS OF CEMENT BASE MIXING.
PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. COMPACTION SHALL BE COMPLETED WITHIN 6
DETERMINED IN ACCORDANCE WITH ASTM D 1557 AT MOISTURE CONTENTS RANGING FROM -2 TO +3
PLACED IN LIFTS OF 6 INCHES AND COMPACTED TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY AS
TXDOT ITEM ITEM 247, TYPE A, GRADE 1 OR 2; INCLUDING TRIAXIAL STRENGTH. THE MATERIAL SHALL BE
SELECT FILL. THE CRUSHED LIMESTONE BASE MATERIAL SHALL MEET ALL OF THE REQUIREMENTS OF 2004
6-IN LAYER OF CEMENT TREATED CRUSHED LIMESTONE BASE MATERIAL SHOULD THEN BE PLACED OVER THE UF-6
INCHES IN MAXIMUM DIMENSION.
BE FREE OF ORGANIC MATERIAL AND DEBRIS, AND SHOULD NOT CONTAIN STONES LARGER THAN THREE (3)
AS SPECIFIED IN THE 2004 TXDOT STANDARD SPECIFICATIONS MANUAL. THE SELECT FILL MATERIALS SHOULD
THE CRUSHED LIMESTONE SHOULD MEET THE GRADATION CRITERIA FOR ITEM 247, TYPE A, GRADES 1 OE 2
SELECT FILL SOILS SHALL HAVE A PLASTICITY INDEX (PI) BETWEEN SEVEN (7) AND TWENTY (20) PERCENT.
PROVIDED THEY MEET THE GRADATION AND PLASTICITY INDEX REQUIREMENTS FOR SELECT FILL. ALL
CRUSHED LIMESTONE BASE MATERIAL. LOCALLY AVAILABLE PIT RUN MATERIALS ARE ALSO ACCEPTABLE
SELECT FILL MATERIALS. SELECT FILL SHOULD CONSIST OF NON-EXPANSIVE (INERT) MATERIALS SUCH AS UF-5
PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT.
MAINTAIN COMPACTIVE LIFT THICNKESS TO 6 INCHES OR LESS AND MOISTURE CONTENT BETWEEN -2 AND +3
THE SELECT MATERIAL TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698.
BRING THE BUILDING PAD UP 5-FT WITH SELECT STRUCTURAL FILL AS SPECIFIED ON NOTE UF-5. COMPACT UF-4
95% OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D698.
AND +4 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT. COMPACT THE SUBGRADE AT LEAST
THE EXPOSED SUBGRADE SHALL BE SCARIFIED AT LEAST 8 INCHES AND COMPACTED BETWEEN OPTIMUM UF-3
PROOFROLLED WITH APPROPRIATE CONSTRUCTION EQUIPMENT WEIGHING AT LEAST 20 TONS.
EXPOSED SUBGRADE SHALL BE RELATIVELY LEVEL. THE EXPOSED SUBGRADE IN THE BUILDING SHOULD BE
THE BUILDING), REMOVE TOP SOILS TO 5-FT BELOW NATURAL GRADE. DO NOT USE AS FILL MATERIAL.
AT THE ENTIRE AREA OCCUPIED BY THE BUILDING AND APRON (AND FOR A DISTANCE OF 5-FT OUTSIDE OF UF-2
PERMANENT DRAINAGE AWAY FROM THE BUILDING AFTER CONSTRUCTION.
PROVIDE TEMPORARY PROVISION FOR DRAINAGE OF THE BUILDING PAD AREA DURING CONSTRUCTION AND UF-1
LOAD BEARING LIGHT GAGE COLD-FORMED METAL FRAMING:
WHICH THEY ARE BEING USED, OR MANUFACTURED FROM MATERIAL NOT SUSCEPTIBLE TO CORROSION.
THREADS. ALL FASTENERS SHALL HAVE A RUST-INHIBITIVE COATING SUITABLE FOR THE INSTALLATION IN
FOR ALL CONNECTIONS, SCREWS SHALL EXTEND THROUGH THE STEEL A MINIMUM OF THREE EXPOSED LG-11
SCREWS CONFORMING TO ASTM C 1519 WITH A BUGLE-HEAD STYLE.
GYPSUM BOARD CEILINGS SHALL BE ATTACHED TO COLD-FORMED STEEL JOISTS WITH MINIMUM No. 6 LG-10
WITH COUNTERSUNK HEADS AND SHALL BE INSTALLED WITH A MINIMUM EDGE DISTANCE OF 3/8 INCH.
SHEATHING TO COLD-FORMED STEEL ROOF FRAMING SHALL HAVE A MINIMUM HEAD DIAMETER OF 0.29 INCH
SELF-DRILLING TAPPING SCREWS THAT CONFORM TO ASTM C 1513. SCREWS FOR ATTACHING STRUCTURAL
STRUCTURAL SHEATHING SHALL BE ATTACHED TO COLD FORMED STEEL ROOF RAFTERS WITH MINIMUM No. 8 LG-9
ASTM C 1513.
CENTER-TO-CENTER SPACING OF 1/2 INCH, SHALL BE SELF-DRILLING TAPPING, AND SHALL CONFORM TO
SCREWS FOR STEEL-TO-STEEL CONNECTIONS SHALL BE INSTALLED WITH A MINIMUM EDGE DISTANCE AND LG-8
STRENGTH, IN KIPS PER SQUARE INCH (KSI)
MINIMUM BASE STEEL THICKNESS IN INCHES, MINIMUM COATING DESIGNATION, AND MINIMUM YIELD
EMBOSSMENT WITH THE FOLLOWING INFORMATION AS A MINIMUM; MANUFACTURERS IDENTIFICATION, LOAD-BEARING COLD-FORMED STEEL FRAMING MEMBERS SHALL HAVE A LEGIBLE LABEL, STENCIL, STAMP OR LG-7
STRAP AND BLOCKING. SEE DETAIL 4/S-503.
RESISTANCE TO BENDING AND ROTATION ABOUT THE MINOR AXIS SHALL BE PROVIDED BY HORIZONTAL LG-6
COMPLETE, UNIFORM AND LEVEL BEARING SUPPORT SHALL BE PROVIDED FOR THE BOTTOM RUNNER.LG-5
LOWER RUNNER TRACKS.
RUNNER TRACK WEB PRIOR TO FASTENING AND SHALL BE ATTACHED TO BOTH FLANGES OF THE UPPER AND
AXIALLY LOADED STUDS SHALL BE INSTALLED SO THE ENDS ARE POSITIONED AGAINST THE INSIDE OF THE LG-4
ALL STRUCTURAL MEMBERS SHALL BE ZINC COATED MEETING ASTM A525 G-60 OR EQUIVALENT.LG-3
SHALL HAVE A MINIMUM YIELD STRENGTH OF 33 KSI.
HAVE A MINIMUM YIELD STRENGTH OF 50 KSI. STRUCTURAL MEMBERS 18 GA AND THINNER AND CR RUNNERS
CORRESPONDING TO THE REQUIREMENTS OF A653. STRUCTURAL MEMBERS 16 GA AND THICKER SHALL
ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM CORROSION-RESISTANT GRADE A STEEL, LG-2
STRUCTURAL MEMBERS".
THE AMERICAN IRON AND STEEL INSTITUTE (AISI) "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL
ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE WITH THE CODE APPLICABLE EDITION OF LG-1
CONCRETE AND CONCRETE REINFORCEMENT:
CONDUITS. CONDUIT SHALL BE PLACED BELOW SLAB REINFORCEMENT.
PROVIDE A MINIMUM OF 1 1/2" CLEAR BETWEEN CONDUIT AND PARALLEL REINFORCING. DO NOT "BUNDLE"
MECHANICAL AND ELECTIRCAL CONDUIT IN BEAMS SHALL RUN UNDER TOP LAYER OF REINFORCEMENT. CN-12
PERMANENTLY EXPOSED TO EARTH - 3 INCHES.
A. FOOTINGS AND OTHER PRINCIPAL STRUCTURAL MEMBERS IN WHICH CONCRETE IS CAST AGAINST AND
CONCRETE COVER SHOULD BE AS FOLLOWES:CN-11
WITHOUT THE SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER.
NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED CN-10
PORTLAND CEMENT SHALL CONFORM TO ASTM - C150, TYPE 1.CN-9
STRENGTH.
NO SUBSEQUENT CONSTRUCTION WILL BE ALLOWED UNTIL CONCRETE HAS REACHED 75% OF DESIGN CN-8
C. ONCE FOR EACH 5,000 FT^2 OF CONCRETE SURFACE AREA PLACEED EACH DAY.
B. ONCE FOR EACH 100 YD^3 OF EACH CLASS PLACED EACH DAY, NOR LESS THAN
A. ONCE EACH DAY A GIVEN CLASS IS PLACED, NOR LESS THAN
TESTING LAB AT THE FOLLOWING FREQUENCY FOR EACH TEST OF EACH CLASS OF CONCRETE:
PROVIDE A SET OF FOUR CYLINDERS IN ACCORDANCE WITH ASTM C 31 TO BE TAKEN BY AN INDIPENDANT CN-7
*CONCRETE FOOTINGS................................4,000 PSI
*SLAB ON GRADE...........................................4,000 PSI
BE AS FOLLOWS:
OF CEMENT BY WEIGHT. MINIMUM CONCRETE COMPRESSIVE STRENGTH WHEN TESTED AT 28 DAYS SHALL
CURING PROCEDURES, OR CURING COMPOUNDS. MAXIMUM AMOUNT OF FLY ASH SHALL NOT EXCEED 25%
DEGREES PRIOR TO PLACEMENT. ALL CONCRETE SHALL BE CURED FOR A MINIMUM OF 7 DAYS USING MOIST
MAX. SLUMP SHALL NOT EXCEED 4 INCHES. PLASTIC CONCRETE TEMPERATURE SHALL NOT EXCEED 90
AGGREGATE SHALL MEET ASTM C33 REQUIREMENTS, AND SHALL BE REQUIRED TO IMPROVE WORKABILITY.
CONCRETE SHALL BE NORMAL WEIGHT STONE AGGREGATE CONCRETE UNLESS NOTED OTHERWISE. CN-6
PLACEMENT UNLESS APPROVED OTHERWISE.
PLACEMENT OF ALL REINFORCING STEEL SHALL BE OBSERVED BY THE ENGINEER PRIOR TO CONCRETE CN-5
REINFORCING BARS) PRIOR TO PLACING CONCRETE.
ALL REINFORCING BARS SHALL BE PROPERLY CHAIRED AND TIED PER ACI 315 AND CRSI (PLACING CN-4
DETAIL REINFORCING BARS AND PROVIDE BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH ACI 315.CN-3
ASTM A 615, GRADE 60.
ALL CONCRETE REINFORCEMENT SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING TO CN-2
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318)", THE AMERICAN CONCRETE INSTITUTE.
STRUCTURAL CONCRETE SHALL BE IN ACCORDANCE WITH THE CODE APPLICABLE EDITION OF THE "BUILDING CN-1
FRAMING NOTES
WITH THE BOX BEAM HEADER SCHEDULE BELOW.
BOX BEAM HEADERS SHALL BE FORMED FROM TWO EQUAL SIZED C-SHAPED MEMBERS IN ACCORDANCE FN-7
EXTERIOR LOAD BEARING WALLS SHALL BE FASTENED TO CONCRETE FOUNDATION PER DETAIL 5/S-501.FN-6
DETAIL 4/S-501 FOR FASTENING REQUIREMENTS.
COVER FULL VERTICAL HEIGHT OF WALL FROM BOTTOM OF BOTTOM TRACK TO TOP OF TOP TRACK. SEE
STRUCTURAL SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENTION PARALLEL TO STUD FRAMING.
EXTERIOR WALLS SHALL BE SHEATHED WITH 1/2" THICK EXTERIOR GRADE WATER-REPELLENT PLYWOOD. FN-5
SPLICE REQUIREMENTS.
UNIFORM THICKNESS NOT LESS THAN THE EXTERIOR LOAD BEARING WALL STUDS. SEE DETAIL 3/S-501 FOR
TOP AND BOTTOM WALL TRACKS SHALL HAVE A MINIMUM FLANGE WIDTH OF 1 1/4" AND SHALL HAVE A FN-4
THICK EXTERIOR GRADE WATER-REPELLENT PLYWOOD.
STRAPS HAVING A THICKNESS NO LESS THAN 33-MIL. TOP FLANGE SHALL BE FULLY BRACED WITH 1/2" (MIN.)
BE BRACED ON THE BOTTOM FLANGE AT 8-FT O.C. MAX WITH CONTINUOUS 1 1/2" WIDECOLD-FORMED STEEL
ALL ROOF RAFTERS SHALL BE CONTINUOUS (NO SPLICES) 1000S162-54 SPACED AT 16" O.C. MAX AND SHALL FN-3
STEEL STRAPS HAVING A THICKNESS NO LESS THAN 33-MIL.
BRACED ON THE TOP AND BOTTOM FLANGE AT 8-FT O.C. MAX WITH CONTINUOUS 1 1/2" WIDE COLD-FORMED
ALL CEILING JOISTS SHALL BE CONTINUOUS (NO SPLICES) 800S162-97 SPACED AT 16" O.C. MAX AND SHALL BE FN-2
1/S-501 FOR FRAMING REQUIREMENTS.
ALL EXTERIOR LOAD BEARING STEEL STUDS SHALL BE 550S162-33 SPACED AT 16" O.C. MAX. SEE DETAIL FN-1
ADDED SHEET 04-JUN-20211
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
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ENGINEER DR.
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SCALE: N.T.S.
TYPICAL IN-LINE FRAMING DETAIL
SCALE: N.T.S.
PERMISSIBLE WEB HOLES
SCALE: N.T.S.
TYPICAL TRACK SPLICE
SCALE: N.T.S.
TYPICAL WALL SHEATHING
SCALE: N.T.S.
INTERIOR WALL ANCHOR
HORIZONTAL FRAMING MEMBER
VERTICAL FRAMING MEMBER
SCALE: N.T.S.
TYPICAL BOX BEAM HEADER
SCALE: N.T.S.
CORNER FRAMING DETAIL
PLAN
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SCALE: N.T.S.
CEILING FRAMING DETAIL
SCALE: N.T.S.
MEP ACCESSORY LOCATIONS
SCALE: N.T.S.
DOOR FRAMING DETAIL I
SCALE: N.T.S.
DOOR FRAMING DETAIL II
SCALE: N.T.S.
DOOR FRAMING DETAIL III
S
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S g ni eeringDi vi s io n
MEMBER
FRAMING
HORIZONTAL
CEILING JOIST
SIZE AND THICKNESS AS
BEARING STIFFENER, SAME
TRACK
STUD
(HOLE, PUNCHOUT)
PENETRATION
CL PUNCHOUT
STUD &
CL CL
24" MIN. 10" MIN.
CENTERLINE OF WEB
BEARING CONDITION
M
A X
"2
MAX.
SPACED AT 12" O.C.
FIELD FASTENER
SPACED AT 6" O.C.
EDGE FASTENER
PANEL, SEE S-201 FOR SIZE
STRUCTURAL SHEATHING
W A
L L H
E
IG
H T
NOTES:
SCREWS WITH A MINIMUM HEAD DIAMETER OF 0.29-INCHES.
SHEATHING PANELS SHALL BE BUGLE-HEAD OR FLAT HEAD
EDGE AND FIELD FASTENERS FOR ATTACHMENT OF STRUCTURAL 1.
OF ALL STUDS)
(TYPICAL FOR TOP AND BOTTOM
OF STUD, ONE PER FLANGE
(2) N.O. 8 SCREWS EACH SIDE
TOP AND BOTTOM)
PER FLANGE (TYPICAL FOR
N.O. 8 SCREWS ONE SCREW
STUDS. FASTEN WITH (2)
AND SPACING AS WALL
CRIPPLE STUD, SAME SIZE
WALL STUD
THICKNESS AS
TOP TRACK, SAME
AS NEEDED
AT EACH STUD. TRIM WEB
SCREWS, ONE PER FLANGE
FLANGES WITH (2) N.O. 8
AND KING STUD(S) THROUGH
FASTEN TRACK TO JACK
ONE PER FLANGE
(2) N.O. 8 SCREWS AT 24" O.C.
S-201 AND S-202 FOR SIZE
SCHEDULE ON SHEET
BOX BEAM HEADER
C-SHAPE MEMBERS, SEE
ONE PER FLANGE
(2) N.O. 8 SCREWS AT 24" O.C.
DEPTH - 1/2 INCH)
(MINIMUM DEPTH = HEADER
FLANGE ON EACH SIDE
WITH (2) N.O. 8 SCREWS PER
TRACK OR STUD ATTACHED
QUANTITY
HEADER SCHEDULE FOR
AS WALL STUDS. SEE
KING STUD(S), SAME SIZE
QUANTITY
HEADER SCHEDULE FOR
AS WALL STUDS. SEE
JACK STUD(S), SAME SIZE
AT LAP JOINT
TRIM TRACK FLANGE
LAPPED TRACK
(4) N.O. 8 SCREWS AT
CORNER STUDS
24" O.C. CONNECTING
(2) N.O. 8 SCREWS @
WALL BOARD FINISH
INTERIOR GYPSUM
FASTENED AT 12" O.C. MAX.
N.O. 6 WALL BOARD SCREWS
NOTES:
MINIMUM HEAD DIAMETER OF 0.29-INCHES.
BOARD SHALL BE BUGLE-HEAD OR FLAT HEAD SCREWS WITH A
INTERIOR FASTENERS FOR ATTACHMENT OF GYPSUM WALL 1.
SCREWS AT 12" ON CENTER
AND KING STUD WITH N.O. 8
SHEATHING TO EACH JACK
FASTEN STRUCTURAL
STUDCL
FRAMING MEMBER
HORIZONTAL
CL FRAMING MEMBER
HORIZONTAL
CL
FRAMING MEMBER
VERTICAL
CL FRAMING MEMBER
VERTICAL
CL
RAFTERS NOT SHOWN FOR CLARITY
" MAX.4
" MAX.4
"2
MAX.
" MAX.2
" M
AX.
24" MIN.
10" MIN.
TRACK
ON EACH SIDE OF
(4) N.O. 8 SCREWS
WALL STUD
SAME THICKNESS AS
TOP/BOTTOM TRACK
INSIDE TRACK.
W…
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