Technical Exhibit B - Revised Drawings Solicitation 26-B-A008 Renovate Womens Center B36000.pdf
PDF 29 MB Posted
- Attached to
- Renovate Women's Center to Conference Center
- Solicitation number
- W91151-26-B-A008
About this file
This is a Technical Exhibit containing revised architectural and construction drawings for Solicitation 26-B-A008, a project to renovate Building 36000 (Women's Center to Conference Center) at Fort Hood, Texas. The drawings package includes comprehensive documentation across multiple disciplines: demolition plans for both floors identifying walls, fixtures, and equipment to be removed; architectural floor plans, reflected ceiling plans, and flooring plans for the 1st and 2nd floors; structural framing plans and details for cold-formed steel construction and wooden stage elements; and a full drawing index referencing mechanical, electrical, plumbing, fire protection, telecommunications, and HVAC systems documentation. Key architectural elements include reconfiguration of interior spaces into administrative offices, conference rooms, and classrooms with new partition walls (Type A wall construction), upgraded ceiling systems with new lighting fixtures, and modifications to existing restroom facilities. The drawings specify materials such as acoustic ceiling tiles, hard-lid ceilings, luxury vinyl tile flooring, gypsum wall board, and cold-formed steel studs per AISI standards. All demolition work must be coordinated with mechanical, electrical, and plumbing trades, with existing columns protected throughout construction. The project is designed per the 2018 International Building Code with specific attention to accessibility requirements per ADA guidelines. Drawing dates are May 8, 2026, with an amendment to solicitation dated August 24, 2026. The project number is AD210475J, and the work is designated "For Bidding Purposes Only—Not for Construction."
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FT. HOOD, TEXAS 76544
ENGINEER DR.
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PROJECT NUMBER: AD210475J
REFERENCE TO
REFERENCE FROM
DETAIL NUMBER
C O
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87000
86000
85000
22000
88000
52000
53900
48000
51000
60000
69000
30000
38000
36000
26000
50000
40000
43000
39000
56000
11000
25000
13000
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44000
41000
32000
10000
49000
35000
29000
18000
12000
1500037000
31000
28000
23000
17000
19000
27000
34000
21000
16000
24000
93020
53400
51000
53000
75000
14000
53000
55000
89000
TO CONFERENCE CTR
RENOVATE WOMEN'S CTR
SCALE : 1" = 2000'-0"
N
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08 MAY 2026
FORT CAVAZOS MILITARY RESERVATION - MAIN CANTONMENT AREA
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AIRFIELD
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GENERAL SYMBOLS
NOTE BY SYMBOL
REVISION NUMBER
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INDEX OF DRAWINGS
REV SHEET DESCRIPTIONSHEET
FORT HOOD DIRECTORATE OF PUBLIC WORKS - ENGINEERING DIVISION
INDEX OF DRAWINGS
REV SHEET DESCRIPTIONSHEET
MECHANICAL PLAN - 2ND FLOOR - A
MECHANICAL PLAN - 1ST FLOOR - B
MECHANICAL PLAN - 1ST FLOOR - A
MECHANICAL DEMOLITION PLAN - 2ND FLOOR - B
MECHANICAL DEMOLITION PLAN - 2ND FLOOR - A
MECHANICAL DEMOLITION PLAN - 1ST FLOOR - B
MECHANICAL DEMOLITION PLAN - 1ST FLOOR - A
MECHANICAL NOTES
MECHANICAL LEGEND
DOOR SCHEDULE II
DOOR SCHEDULE
FINISH SCHEDULE II
FINISH SCHEDULE
ARCHITECTURAL DETAILS II
ARCHITECTURAL DETAILS I
WALL TYPES
LATRINE ACCESSORY SCHEDULE
ENLARGED PLANS IV
ENLARGED PLANS III
ENLARGED PLANS II
ENLARGED PLANS I
SECTION DETAILS
INTERIOR ELEVATIONS II
INTERIOR ELEVATIONS I
FLOORING PLAN - 2ND FLOOR - B
FLOORING PLAN - 2ND FLOOR - A
FLOORING PLAN - 1ST FLOOR - B
FLOORING PLAN - 1ST FLOOR - A
REFLECTED CEILING PLAN - 2ND FLOOR - B
REFLECTED CEILING PLAN - 2ND FLOOR - A
REFLECTED CEILING PLAN - 1ST FLOOR - B
REFLECTED CEILING PLAN - 1ST FLOOR - A
FLOOR PLAN - 2ND FLOOR - B
FLOOR PLAN - 2ND FLOOR - A
FLOOR PLAN - 1ST FLOOR - B
FLOOR PLAN - 1ST FLOOR - A
ARCHITECTURAL NOTES
STAGE FRAMING PLAN
STRUCTURAL NOTES
STRUCTURAL LEGEND
CEILING DEMO PLAN - 2ND FLOOR - B
CEILING DEMO PLAN - 2ND FLOOR - A
CEILING DEMO PLAN - 1ST FLOOR - B
CEILING DEMO PLAN - 1ST FLOOR - A
MISCELLANEOUS DEMO - 2ND FLOOR - B
MISCELLANEOUS DEMO - 2ND FLOOR - A
MISCELLANEOUS DEMO - 1ST FLOOR - B
MISCELLANEOUS DEMO - 1ST FLOOR - A
DEMOLITION PLAN - 2ND FLOOR - B
DEMOLITION PLAN - 2ND FLOOR - A
DEMOLITION PLAN - 1ST FLOOR - B
DEMOLITION PLAN - 1ST FLOOR - A
DEMOLITION NOTES
DRAWING INDEX
COVER SHEET
M-102A
M-101B
M-101A
MD-102B
MD-102A
MD-101B
MD-101A
M-002
M-001
A-604
A-603
A-602
A-601
A-503
A-502
A-501
A-405
A-404
A-403
A-402
A-401
A-301
A-202
A-201
A-106B
A-106A
A-105B
A-105A
A-104B
A-104A
A-103B
A-103A
A-102B
A-102A
A-101B
A-101A
A-001
S-101
S-002
S-001
D-106B
D-106A
D-105B
D-105A
D-104B
D-104A
D-103B
D-103A
D-102B
D-102A
D-101B
D-101A
D-001
G-102
G-101
COMMS PLAN - 2ND FLOOR - B
COMMS PLAN - 2ND FLOOR - A
COMMS PLAN - 1ST FLOOR - B
COMMS PLAN - 1ST FLOOR - A
DEMO COMMS PLAN - 2ND FLOOR - B
DEMO COMMS PLAN - 2ND FLOOR - A
DEMO COMMS PLAN - 1ST FLOOR - B
DEMO COMMS PLAN - 1ST FLOOR - A
TELECOMMUNICATIONS NOTES II
TELECOMMUNICATIONS NOTES I
NEW LIGHTING PLAN - 2ND FLOOR - B
NEW LIGHTING PLAN - 2ND FLOOR - A
NEW LIGHTING PLAN - 1ST FLOOR - B
NEW LIGHTING PLAN - 1ST FLOOR - A
POWER PLAN - 2ND FLOOR - B
POWER PLAN - 2ND FLOOR - A
POWER PLAN - 1ST FLOOR - B
POWER PLAN - 1ST FLOOR - A
LIGHTING DEMO PLAN - 2ND FLOOR - B
LIGHTING DEMO PLAN - 2ND FLOOR - A
LIGHTING DEMO PLAN - 1ST FLOOR - B
LIGHTING DEMO PLAN - 1ST FLOOR - A
DEMO POWER PLAN - 2ND FLOOR - B
DEMO POWER PLAN - 2ND FLOOR - A
DEMO POWER PLAN - 1ST FLOOR - B
DEMO POWER PLAN - 1ST FLOOR - A
ELECTRICAL NOTES II
ELECTRICAL NOTES I
EXISTING FIRE PLAN - 2ND FLOOR - B
EXISTING FIRE PLAN - 2ND FLOOR - A
EXISTING FIRE PLAN - 1ST FLOOR - B
EXISTING FIRE PLAN - 1ST FLOOR - A
FIRE DEMO - 2ND FLOOR - B
FIRE DEMO - 2ND FLOOR - A
FIRE DEMO - 1ST FLOOR - B
FIRE DEMO - 1ST FLOOR - A
FIRE NOTES
EXISTING PLUMBING PLAN - 2ND FLOOR - B
EXISTING PLUMBING PLAN - 2ND FLOOR - A
EXISTING PLUMBING PLAN - 1ST FLOOR - B
EXISTING PLUMBING PLAN - 1ST FLOOR - A
PLUMBING NOTES
MECHANICAL CONTROLS I
MECHANICAL SCHEDULE II
MECHANICAL SCHEDULE I
MECHANICAL PENTHOUSE DETAIL
MECHANICAL BASEMENT DETAIL
MECHANICAL DETAILS IV
MECHANICAL DETAILS III
MECHANICAL DETAILS II
MECHANICAL DETAILS I
MECHANICAL PLAN - 2ND FLOOR - B
T-102B
T-102A
T-101B
T-101A
TD-102B
TD-102A
TD-101B
TD-101A
T-002
T-001
E-104B
E-104A
E-103B
E-103A
E-102B
E-102A
E-101B
E-101A
ED-104B
ED-104A
ED-103B
ED-103A
ED-102B
ED-102A
ED-101B
ED-101A
E-002
E-001
F-102B
F-102A
F-101B
F-101A
FD-102B
FD-102A
FD-101B
FD-101A
F-001
P-102B
P-102A
P-101B
P-101A
P-001
M-701
M-602
M-601
M-506
M-505
M-504
M-503
M-502
M-501
M-102B
A
B
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DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:
DEMOLITION LEGEND:
DEMOLITION NOTES:
BASED.
DOCUMENTS OR PUBLICATIONS UPON WHICH THE CONSTRUCTION IS
ALL WORK PACKAGES, DRAWINGS, SPECIFICATIONS, AND OTHER
CODE COMPLIANCE, TECHNICAL ACCURACY AND COORDINATION OF
DN-14 CONTRACTOR SHALL BE RESPONSIBLE FOR PROFESSIONAL QUALITY,
ACTIVITIES.
POWER SOURCE DURING THE DURATION OF CONSTRUCTION
CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THEIR OWN
DN-13 WHERE POWER IS NOT AVAILABLE FOR CONTRACTOR USE,
COMPANIES FOR ANY DAMAGES CAUSED TO THEIR ASSETS.
OF CONSTRUCTION AND SHALL ASSUME ALL LIABILITY TO THOSE
UTILITY COMPANIES FOR LINE LOCATIONS PRIOR TO COMMENCEMENT
OF THIS PROJECT. CONTRACTOR SHALL CONTACT THE APPROPRIATE
ALL EXISTING PRIVATE UTILITIES THROUGHOUT THE CONSTRUCTION
DN12 IT WILL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO PROTECT
MORE STRINGENT SHALL BE APPLIED.
SPECIFICATIONS AND /OR APPLICABLE CODES AND CRITERIA THE
DN-11 IN CASE OF DISCREPANCY BETWEEN CONTRACT DRAWINGS.
DEMOLITION TO BE DISCUSSED AT PREPARATORY.
DN-10 CONTRACTOR SHALL PROVIDE WORK PLAN FOR SELECTIVE
HAUL ROUTES.
ALL CONTRACTOR PERSONNEL SHALL BE BRIEFED ON APPROVED DN-9
THE OWNER.
DEACTIVATED. DO NOT DEMOLISH WITHOUT THE AUTHORIZATION OF
ENSURE THAT ALL ACTIVE CIRCUITS HAVE BEEN CUT OVER OR
VERIFY WITH THE TECHNOLOGY DESIGN CONSULTANT AND OWNER TO
COMMUNICATIONS COPPER OR FIBER CABLES, CONTRACTOR SHALL
AND CAREFULLY LABELED. PRIOR TO DEMOLITION OF ANY
THE OWNER. ALL EQUIPMENT MUST BE REMOVED, STORED, LOGGED
AND ELECTRONICS REMOVED AS PART OF THE DEMOLITION SCOPE TO
CONTRACTOR SHALL RETURN ALL ACTIVE ELECTRICAL EQUIPMENT DN-8
CONSTRUCTION BEGINS.
CONTRACTOR IS TO VERIFY LOCATION OF UTILITIES BEFORE
LOCATION OF UTILITIES MAY VARY FROM THE DRAWINGS. DN-7
THE END OF EVERY WORKING DAY.
STRUCTURE MUST BE LEFT IN A STABLE AND SECURED POSITION AT
PRIOR TO ANY SAW CUTTING OR DEMOLITION PROCESS. THE
ALL PORTIONS OF THE STRUCTURE MUST BE ADEQUATELY SHORED DN-6
BEFORE SUBMITTING SHOP DRAWINGS.
REPORT AND DISCREPANCIES TO THE STRUCTURAL ENGINEER
CONTRACTOR IS TO VERIFY ACTUAL LOCATION OF MEMBERS AND
MAY VARY FROM THAT SHOWN ON THE DRAWINGS. GENERAL
LOCATION OF JOISTS, BEAMS AND OTHER STRUCTURAL MEMBERS, DN-5
DIFFICULTY INVOLVED.
THE SITE TO VERIFY EXISTING CONDITIONS, LIMITATIONS AND
RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR VISITING
PARTIAL AND SCHEMATIC IN CONTEXT AND IN NO WAY SHALL IT
THE INFORMATION AND DATA CONTAINED IN THE DRAWINGS IS ONLY DN-4
DETERMINING THE TOTAL SCOPE OF WORK INVOLVED.
DEMOLITION WORK, AND IS NOT INTENDED AS THE ONLY MEANS OF
UNDERSTANDING OF THE SCOPE OF WORK RELATING TO THE
THE GENERAL CONTRACTOR IN THE PREPARATION AND
TO THE EXISTING BUILDING, IS THE BEST AVAILABLE FOR ASSISTING
THE INFORMATION AND DATA INDICATED IN THE DRAWINGS RELATED DN-3
WITH THE WORK. DO NOT SCALE DRAWINGS OR DIMENSIONS.
OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING
EXISTING FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE C.O.R.
CONDITIONS THOROUGHLY WITH THE CONTRACT DRAWINGS AND
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND DN-2
NATIONAL CODES.
LOCAL ORDINANCES, THE LAWS OF THE STATE OF TEXAS, AND
EVERY WAY POSSIBLE WITH THE REQUIREMENTS OF LOCAL LAWS,
SPECIFICATIONS. THE EXECUTION OF THIS WORK SHALL COMPLY IN
ALL DEMOLITION SHALL BE CONDUCTED IN ACCORDANCE WITH DPW DN-1
CENTERLINE
NORTH ARROW
SECTION INDICATOR
NOTE BY SYMBOL
DISCIPLINE WITH DESINATOR:
FOR CONTINUATION SEE DWG. D-101
SERIES
SHEET NUMBER WITHIN
SERIES NUMBER
SYMBOL
DETAIL INDICATOR
INDICATOR
EXTERIOR ELEVATION
MULTIPLE VIEW DESIGNATOR
WITH MULTIPLE VIEWS
INTERIOR ELEVATION INDICATOR
WITH LEADER
NOTE BY SYMBOL
D - DEMOLITION
TILE CEILING
ACOUSTIC
CEILING
HARDLID
CEILING MATERIALS
BE DEMOLISHED
EXISTING WALL TO
TO REMAIN
EXISTING WALL
WALLS
DEMOLITION AND EXISTING
FOR DEMOLITION
DENOTES ITEMS
D
D
D
D
D
D
D
D
A
B
C
D
D
D
D
D
CONFERENCE CENTER
KEY PLAN
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C T
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O C
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N C
E C
M
A Y
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
22" x 34"
A R
C H
IT
E
C T
U R
A L
T
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L E
B L
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S
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D B
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D R
A W
N B
Y
A P
P R
O V
E D
B Y
J.
D
A V
IS
C O
N T
R A
C T
N U
M B
E R
SHEET NUMBER
A M
M E
N D
M E
N T
T O
S O
L
IC
IT
A
T
IO
N A
U G
SCALE: 1/8" = 1'-0"
DEMOLITION PLAN - 1ST FLOOR - A
DN
U P
D N
D-101A
J.
D
A V
IS
J.
D A
V
IS
D E
M O
L
IT
IO
N
P L
A N
S T
F L
O O
R
A
N
A
B
M1106M1093M1089 M1066M1065
M1081
M1047
M1046
M1043
MC1080
MC1010
M1041
M1051
M C
M1048
M1052
M1055
M1056
M1054
L1062
M1061M1057
MC1058
MC1064 M1067
M1068
M1063
M1060M1022
M1018
1-EL2
M1014
M1013
M1017
M1021
M1012
M1016
M1020
M1002 M1003 M1004 M1005
M1006
M1007
M1008
M1027M1024
M C
M C
M1028M1026
MC1025
M1001
1-ST13
g ni eeringDi vi s io n
SPECIMEN BOX BETWEEN ROOMS M1051 & M1052.
DEMOLISH AND DIPOSE OF TURNTABLE PASS-THROUGH
DEMOLISH EXISTING RESTROOM PARTITIONS
DEMOLISH EXISTING CABINET(S)
EXISTING WALL TO REMAIN
WALL TO BE DEMOLISHED
EXISTING DOOR TO REMAIN
AND RETAINED FOR REINSTALL
DOOR AND FRAME TO BE REMOVED
CUT OPENING FOR DOORWAY (SEE NEW FLOORPLAN)
SINK TO BE DEMOLISHED
TOILET TO BE DEMOLISHED
EXISTING TOILET TO REMAIN
EXISTING SINK TO REMAIN
DEMOLISH EXISTING WATER FOUNTAIN
KEY NOTES:
LEGEND:
"2
2'-10
FOR CONTINUATION SEE DWG. D-101B
101A
D
101A
D
NOTES:
ON WATER AND WASTE LINES.
NOTES. SEE PLUMBING DEMO SHEETS FOR NOTES
DEMOLISH AND DISPOSE OF CABINETRY PER KEYED4.
AND WASTE LINES.NOTES ON WATER
WHERE SHOWN. SEE PLUMBING DEMO SHEETS FOR
DEMOLISH AND DISPOSE OF PLUMBING FIXTURES 3.
HARDWARE FOR REUSE)
DRAWING. (RETAIN DOORS, LOCKSETS, AND OTHER
REMOVE AND RETAIN DOORS & DOOR FRAMES PER 2.
ACTIVITIES.
PROTECT EXISTING COLUMNS FROM ALL DEMOLITION
ELECTRICAL, AND MECHANICAL COMPONENTS.
COORDINATE WITH THE DEMOLITION OF PLUMBING,
DEMOLISH AND DISPOSE OF WALLS PER DRAWING. 1.
L R
O J A
S
D ir ec to rat eofPublic
W o rk s
P R
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W O
M E
N 'S
C T
R T
O C
O N
F E
R E
N C
E C
M
A Y
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
22" x 34"
A R
C H
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A L
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D B
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D R
A W
N B
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A P
P R
O V
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B Y
J.
D
A V
IS
C O
N T
R A
C T
N U
M B
E R
SHEET NUMBER
A M
M E
N D
M E
N T
T O
S O
L
IC
IT
A
T
IO
N A
U G
SCALE: 1/8" = 1'-0"
DEMOLITION PLAN - 1ST FLOOR - B
U P
D N
D-101B
J.
D
A V
IS
D E
M O
L
IT
IO
N
P L
A N
S T
F L
O O
R
B
N
A
B
M1160
M1159M1158M1157
M1156M1154M1153
M1123 M1127 M1130 M1134 M1137 M1141
M1140M1136M1133M1129M1126M1122
M1121 M1128 M1132 M1131 M1135
M1139
M1109
M1104M1101
M1096M1092
M1086
M1103M1099
M1095M1091 M1108
M1102M1098
M1094
M1090 M1107
M1085
1-ST7
M1152 M1155
M C
M C
M C
M C
M1145
M1144
M1143
M1114
M C
M C
M C
M C
M1082
MC1150
M C
MC1120
M1111
M1112
M1113
M1083 M1084
M1161
M1087 g ni eeringDi vi s io n
SPECIMEN BOX BETWEEN ROOMS M1051 & M1052.
DEMOLISH AND DIPOSE OF TURNTABLE PASS-THROUGH
DEMOLISH EXISTING RESTROOM PARTITIONS
DEMOLISH EXISTING CABINET(S)
EXISTING WALL TO REMAIN
WALL TO BE DEMOLISHED
EXISTING DOOR TO REMAIN
AND RETAINED FOR REINSTALL
DOOR AND FRAME TO BE REMOVED
CUT OPENING FOR DOORWAY (SEE NEW FLOORPLAN)
SINK TO BE DEMOLISHED
TOILET TO BE DEMOLISHED
EXISTING TOILET TO REMAIN
EXISTING SINK TO REMAIN
KEY NOTES:
LEGEND:
FOR CONTINUATION SEE DWG. D-101A
2 2
101B
D
101B
D
NOTES:
ON WATER AND WASTE LINES.
NOTES. SEE PLUMBING DEMO SHEETS FOR NOTES
DEMOLISH AND DISPOSE OF CABINETRY PER KEYED4.
AND WASTE LINES.NOTES ON WATER
WHERE SHOWN. SEE PLUMBING DEMO SHEETS FOR
DEMOLISH AND DISPOSE OF PLUMBING FIXTURES 3.
HARDWARE FOR REUSE)
DRAWING. (RETAIN DOORS, LOCKSETS, AND OTHER
REMOVE AND RETAIN DOORS & DOOR FRAMES PER 2.
ACTIVITIES.
PROTECT EXISTING COLUMNS FROM ALL DEMOLITION
ELECTRICAL, AND MECHANICAL COMPONENTS.
COORDINATE WITH THE DEMOLITION OF PLUMBING,
L R
O J A
S
D ir ec to rat eofPublic
W o rk s
P R
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C T
M A
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R
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N 'S
C T
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O C
O N
F E
R E
N C
E C
M
A Y
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
22" x 34"
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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D B
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D R
A W
N B
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A P
P R
O V
E D
B Y
J.
D
A V
IS
C O
N T
R A
C T
N U
M B
E R
SHEET NUMBER
A M
M E
N D
M E
N T
T O
S O
L
IC
IT
A
T
IO
N A
U G
SCALE: 1/8" = 1'-0"
DEMOLITION PLAN - 2ND FLOOR - A
RD
RD
RD
D-102A
J.
D
A V
IS
J.
D A
V
IS
D E
M O
L
IT
IO
N
P L
A N
N D
F L
O O
R
A
N
A
B
MC2015
M2019
M2018
M2012 M2020 M2022
M2021 M2023
MC2025
MC2014
2-ST13
2-EL12
L2026
M2030
M2058
M2029
M2057
M2056
M2028
M2027 g ni eeringDi vi s io n
SPECIMEN BOX BETWEEN ROOMS M1051 & M1052.
DEMOLISH AND DIPOSE OF TURNTABLE PASS-THROUGH
DEMOLISH EXISTING RESTROOM PARTITIONS
DEMOLISH EXISTING CABINET(S)
EXISTING WALL TO REMAIN
WALL TO BE DEMOLISHED
EXISTING DOOR TO REMAIN
AND RETAINED FOR REINSTALL
DOOR AND FRAME TO BE REMOVED
CUT OPENING FOR DOORWAY (SEE NEW FLOORPLAN)
SINK TO BE DEMOLISHED
TOILET TO BE DEMOLISHED
EXISTING TOILET TO REMAIN
EXISTING SINK TO REMAIN
4'-7""2
8'-8
KEY NOTES:
LEGEND:
OPEN TO
LOBBY
BELOW
UP DN
RAIL
BALCONY
FOR CONTINUATION SEE DWG. D-102B
4 4
102A
D
102A
D
NOTES:
ON WATER AND WASTE LINES.
NOTES. SEE PLUMBING DEMO SHEETS FOR NOTES
DEMOLISH AND DISPOSE OF CABINETRY PER KEYED4.
AND WASTE LINES.NOTES ON WATER
WHERE SHOWN. SEE PLUMBING DEMO SHEETS FOR
DEMOLISH AND DISPOSE OF PLUMBING FIXTURES 3.
HARDWARE FOR REUSE)
DRAWING. (RETAIN DOORS, LOCKSETS, AND OTHER
REMOVE AND RETAIN DOORS & DOOR FRAMES PER 2.
ACTIVITIES.
PROTECT EXISTING COLUMNS FROM ALL DEMOLITION
ELECTRICAL, AND MECHANICAL COMPONENTS.
L R
O J A
S
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T
M A
N A
G E
R
R E
V
IS
IO
N
D A
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IS
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S H
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T D
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N
R E
N O
V A
T E
W O
M E
N 'S
C T
R T
O C
O N
F E
R E
N C
E C
M
A Y
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
22" x 34"
A R
C H
IT
E
C T
U R
A L
T
IT
L E
B L
O C
K
S
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S
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D B
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D R
A W
N B
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A P
P R
O V
E D
B Y
J.
D
A V
IS
C O
N T
R A
C T
N U
M B
E R
SHEET NUMBER
A M
M E
N D
M E
N T
T O
S O
L
IC
IT
A
T
IO
N A
U G
SCALE: 1/8" = 1'-0"
DEMOLITION PLAN - 2ND FLOOR - B
RD
RD
RD
D-102B
J.
D
A V
IS
J.
D A
V
IS
D E
M O
L
IT
IO
N
P L
A N
N D
F L
O O
R
B
N
A
B
M2097 M2100 M2102 M2106
M2094
M2093 M2096
M2095 M2098
M2099
M2103
M2105
M2104
2-ST7
MC2090
M2071 M2072 M2073 M2074 M2075
M2076
MC2070
M2043 M2047 M2049 M2052 M2054
M2053
M2041
MC2016
M2045M2046 M2051 M2050
MC2015
M2042
M2048
M2101
M2062
M2063
M2080
M2111
M2109
M2110
M2107
M2079
M2078
M2061
M2077
M2060
M2059
M2057
M2056
M2108
M2044 g ni eeringDi vi s io n
SPECIMEN BOX BETWEEN ROOMS M1051 & M1052.
DEMOLISH AND DIPOSE OF TURNTABLE PASS-THROUGH
DEMOLISH EXISTING RESTROOM PARTITIONS
DEMOLISH EXISTING CABINET(S)
EXISTING WALL TO REMAIN
WALL TO BE DEMOLISHED
EXISTING DOOR TO REMAIN
AND RETAINED FOR REINSTALL
DOOR AND FRAME TO BE REMOVED
CUT OPENING FOR DOORWAY (SEE NEW FLOORPLAN)
SINK TO BE DEMOLISHED
TOILET TO BE DEMOLISHED
EXISTING TOILET TO REMAIN
EXISTING SINK TO REMAIN
KEY NOTES:
LEGEND:
DN
FOR CONTINUATION SEE DWG. D-102A
3 3
102B
D
102B
D
NOTES:
ON WATER AND WASTE LINES.
NOTES. SEE PLUMBING DEMO SHEETS FOR NOTES
DEMOLISH AND DISPOSE OF CABINETRY PER KEYED4.
AND WASTE LINES.NOTES ON WATER
WHERE SHOWN. SEE PLUMBING DEMO SHEETS FOR
DEMOLISH AND DISPOSE OF PLUMBING FIXTURES 3.
HARDWARE FOR REUSE)
DRAWING. (RETAIN DOORS, LOCKSETS, AND OTHER
REMOVE AND RETAIN DOORS & DOOR FRAMES PER 2.
ACTIVITIES.
PROTECT EXISTING COLUMNS FROM ALL DEMOLITION
ELECTRICAL, AND MECHANICAL COMPONENTS.
L R
O J A
S
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T
M A
N A
G E
R
R E
V
IS
IO
N
D A
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II
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P R
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C T
T
IT
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B R
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C H
C H
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F
B L
D G
N U
M B
E R
S H
E E
T D
E S
C R
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N
R E
N O
V A
T E
W O
M E
N 'S
C T
R T
O C
O N
F E
R E
N C
E C
M
A Y
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
22" x 34"
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
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A T
E
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D E
S
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N E
D B
Y
D R
A W
N B
Y
A P
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O V
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B Y
J.
D
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C O
N T
R A
C T
N U
M B
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SHEET NUMBER
A M
M E
N D
M E
N T
T O
S O
L
IC
IT
A
T
IO
N A
U G
DN
U P
D N
SCALE: 1/8" = 1'-0"
MISCELLANEOUS DEMO - 1ST FLOOR - A
D-103A
J.
D
A V
IS
J.
D A
V
IS
M
IS
C E
L L
A N
E O
U S
D E
M O
S T
F L
O O
R
A
M1106M1093M1089 M1066M1065
M1081
M1047
M1046
M1043
MC1080
MC1010
M1041
M1051
M C
M1048
M1052
M1055
M1056
M1054
L1062
M1061M1057
MC1058
MC1064 M1067
M1068
M1063
M1060M1022
M1018
1-EL2
M1014
M1013
M1017
M1021
M1012
M1016
M1020
M1002 M1003 M1004 M1005
M1006
M1007
M1008
M1027M1024
M C
M C
M1028M1026
MC1025
M1001
1-ST13
N g ni eeringDi vi s io n
PAPER TOWEL DISPENSER
CHAIR RAIL (3 LF AVG.)
MODULAR SHELVING
SHARPS CONTAINER
SOAP/SANITIZER DISPENSER
GLOVE BOX HOLDER
TV SCREEN/MONITOR MOUNT
DRY REASE/BULLETIN BOARD
COAT HOOK
MODULAR SHELVING TRACK
MEDICAL WALL PANEL
WIPES HOLDER
TOILET PAPER DISPENSER
NURSE PULL STRING
BABY CHANGING STATION
MIRROR
SUGGESTION / COMPLAINT BOX
LOCK BOX
ROLL-UP SECURITY WINDOW
KEY NOTES:
FOR CONTINUATION SEE DWG. D-103B
103A
D
103A
D
NOTES:
WALL.
REMAIN, PATCH HOLES AS NEEDED TO REPAIR
WHERE EQUIPMENT IS REMOVED FROM WALLS TO 4.
COMPONENTS THAT WILL REQUIRE DEMOLITION.
WITHIN WALLS, AS WELL AS LIGHTING
WILL HAVE ASSOCIATED WIRING AND COMPONENTS
ALL ROOMS CONTAINING A MEDICAL WALL PANEL 3.
DISPENSER / SOAP DISPENSER / MIRROR PER SINK.
DISPENSER PER TOILET, 1 PAPER TOWEL
FOR DEMOLITION CONTAIN 1 TOILET PAPER
ALL RESTROOMS OR TOILET PARTITIONS CALLING 2.
DEMOLITION.
ITEMS SLATED FOR REMOVAL AS PART OF
SEE KEYNOTES FOR INDIVIDUAL WALL-MOUNTED 1.
LEGEND:
EXISTING WALL TO REMAIN
WALL TO BE DEMOLISHED
B
B
B
B
B
1 1
1 1
B
R
3 4
4 7
5 5
4 7
3 7
TR
4 7
TR
3 7
4 4
L
NPNP BC
5 5
7 8
6 7
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TR
M
W
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NP
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FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
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A M
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N D
M E
N T
T O
S O
L
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T
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N A
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U P
D N
SCALE: 1/8" = 1'-0"
MISCELLANEOUS DEMO - 1ST FLOOR - B
D-103B
J.
D
A V
IS
J.
D A
V
IS
M
IS
C E
L L
A N
E O
U S
D E
M O
S T
F L
O O
R
B
M1160
M1159M1158M1157
M1156M1154M1153
M1123 M1127 M1130 M1134 M1137 M1141
M1140M1136M1133M1129M1126M1122
M1121 M1128 M1132 M1131 M1135
M1139
M1109
M1104M1101
M1096M1092
M1086
M1103M1099
M1095M1091 M1108
M1102M1098
M1094
M1090 M1107
M1085
1-ST7
M1152 M1155
M C
M C
M C
M C
M1145
M1144
M1143
M1114
M C
M C
M C
M C
M1082
MC1150
M C
MC1120
M1111
M1112
M1113
M1083 M1084
M1161
M1087
N g ni eeringDi vi s io n
PAPER TOWEL DISPENSER
CHAIR RAIL (3 LF AVG.)
MODULAR SHELVING
SHARPS CONTAINER
SOAP/SANITIZER DISPENSER
GLOVE BOX HOLDER
TV SCREEN/MONITOR MOUNT
DRY REASE/BULLETIN BOARD
COAT HOOK
MODULAR SHELVING TRACK
MEDICAL WALL PANEL
WIPES HOLDER
TOILET PAPER DISPENSER
NURSE PULL STRING
BABY CHANGING STATION
MIRROR
SUGGESTION / COMPLAINT BOX
LOCK BOX
ROLL-UP SECURITY WINDOW
KEY NOTES:
FOR CONTINUATION SEE DWG. D-103A
103B
D
103B
D
NOTES:
WALL.
REMAIN, PATCH HOLES AS NEEDED TO REPAIR
WHERE EQUIPMENT IS REMOVED FROM WALLS TO 4.
COMPONENTS THAT WILL REQUIRE DEMOLITION.
WITHIN WALLS, AS WELL AS LIGHTING
WILL HAVE ASSOCIATED WIRING AND COMPONENTS
ALL ROOMS CONTAINING A MEDICAL WALL PANEL 3.
DISPENSER / SOAP DISPENSER / MIRROR PER SINK.
DISPENSER PER TOILET, 1 PAPER TOWEL
FOR DEMOLITION CONTAIN 1 TOILET PAPER
ALL RESTROOMS OR TOILET PARTITIONS CALLING 2.
DEMOLITION.
ITEMS SLATED FOR REMOVAL AS PART OF
SEE KEYNOTES FOR INDIVIDUAL WALL-MOUNTED 1.
LEGEND:
EXISTING WALL TO REMAIN
WALL TO BE DEMOLISHED
TR
2 4
2 4
TR
2 4
B B7
TR
7 6
H
TR
TR
B
B
B
B
B
SB
B
TR
M
W
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BC
SB
L R
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W O
M E
N 'S
C T
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O C
O N
F E
R E
N C
E C
M
A Y
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
22" x 34"
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C T
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D
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C O
N T
R A
C T
N U
M B
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SHEET NUMBER
A M
M E
N D
M E
N T
T O
S O
L
IC
IT
A
T
IO
N A
U G
RD
RD
RD
SCALE: 1/8" = 1'-0"
MISCELLANEOUS DEMO - 2ND FLOOR - A
D-104A
J.
D
A V
IS
J.
D A
V
IS
M
IS
C E
L L
A N
E O
U S
D E
M O
N D
F L
O O
R
A
MC2015
M2019
M2018
M2012 M2020 M2022
M2021 M2023
MC2025
MC2014
2-ST13
2-EL12
L2026
M2030
M2058
M2029
M2057
M2056
M2028
M2027
N g ni eeringDi vi s io n
PAPER TOWEL DISPENSER
CHAIR RAIL (3 LF AVG.)
MODULAR SHELVING
SHARPS CONTAINER
SOAP/SANITIZER DISPENSER
GLOVE BOX HOLDER
TV SCREEN/MONITOR MOUNT
DRY REASE/BULLETIN BOARD
COAT HOOK
MODULAR SHELVING TRACK
MEDICAL WALL PANEL
WIPES HOLDER
TOILET PAPER DISPENSER
NURSE PULL STRING
BABY CHANGING STATION
MIRROR
SUGGESTION / COMPLAINT BOX
LOCK BOX
ROLL-UP SECURITY WINDOW
OPEN TO
LOBBY
BELOW
UP DN
RAIL
BALCONY
KEY NOTES:
FOR CONTINUATION SEE DWG. D-104B
104A
D
104A
D
NOTES:
WALL.
REMAIN, PATCH HOLES AS NEEDED TO REPAIR
WHERE EQUIPMENT IS REMOVED FROM WALLS TO 4.
COMPONENTS THAT WILL REQUIRE DEMOLITION.
WITHIN WALLS, AS WELL AS LIGHTING
WILL HAVE ASSOCIATED WIRING AND COMPONENTS
ALL ROOMS CONTAINING A MEDICAL WALL PANEL 3.
DISPENSER / SOAP DISPENSER / MIRROR PER SINK.
DISPENSER PER TOILET, 1 PAPER TOWEL
FOR DEMOLITION CONTAIN 1 TOILET PAPER
ALL RESTROOMS OR TOILET PARTITIONS CALLING 2.
DEMOLITION.
ITEMS SLATED FOR REMOVAL AS PART OF
SEE KEYNOTES FOR INDIVIDUAL WALL-MOUNTED 1.
LEGEND:
EXISTING WALL TO REMAIN
WALL TO BE DEMOLISHED
6 7 8
6 7 8
M
M
B
B
B
SB
L
R
5 5 5
B
TR
M
W
NP
BC
SB
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C T
R T
O C
O N
F E
R E
N C
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M
A Y
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
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A R
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D
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C O
N T
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N U
M B
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SHEET NUMBER
A M
M E
N D
M E
N T
T O
S O
L
IC
IT
A
T
IO
N A
U G
RD
RD
RD
SCALE: 1/8" = 1'-0"
MISCELLANEOUS DEMO - 2ND FLOOR - B
D-104B
J.
D
A V
IS
J.
D A
V
IS
M
IS
C E
L L
A N
E O
U S
D E
M O
N D
F L
O O
R
B
M2097 M2100 M2102 M2106
M2094
M2093 M2096
M2095 M2098
M2099
M2103
M2105
M2104
2-ST7
MC2090
M2071 M2072 M2073 M2074 M2075
M2076
MC2070
M2043 M2047 M2049 M2052 M2054
M2053
M2041
MC2016
M2045M2046 M2051 M2050
MC2015
M2042
M2048
M2101
M2062
M2063
M2080
M2111
M2109
M2110
M2107
M2079
M2078
M2061
M2077
M2060
M2059
M2057
M2056
M2108
M2044
N g ni eeringDi vi s io n
PAPER TOWEL DISPENSER
CHAIR RAIL (3 LF AVG.)
MODULAR SHELVING
SHARPS CONTAINER
SOAP/SANITIZER DISPENSER
GLOVE BOX HOLDER
TV SCREEN/MONITOR MOUNT
DRY REASE/BULLETIN BOARD
COAT HOOK
MODULAR SHELVING TRACK
MEDICAL WALL PANEL
WIPES HOLDER
TOILET PAPER DISPENSER
NURSE PULL STRING
BABY CHANGING STATION
MIRROR
SUGGESTION / COMPLAINT BOX
LOCK BOX
ROLL-UP SECURITY WINDOW
DN
KEY NOTES:
FOR CONTINUATION SEE DWG. D-104A
104B
D
104B
D
NOTES:
WALL.
REMAIN, PATCH HOLES AS NEEDED TO REPAIR
WHERE EQUIPMENT IS REMOVED FROM WALLS TO 4.
COMPONENTS THAT WILL REQUIRE DEMOLITION.
WITHIN WALLS, AS WELL AS LIGHTING
WILL HAVE ASSOCIATED WIRING AND COMPONENTS
ALL ROOMS CONTAINING A MEDICAL WALL PANEL 3.
DISPENSER / SOAP DISPENSER / MIRROR PER SINK.
DISPENSER PER TOILET, 1 PAPER TOWEL
FOR DEMOLITION CONTAIN 1 TOILET PAPER
ALL RESTROOMS OR TOILET PARTITIONS CALLING 2.
DEMOLITION.
ITEMS SLATED FOR REMOVAL AS PART OF
SEE KEYNOTES FOR INDIVIDUAL WALL-MOUNTED 1.
LEGEND:
EXISTING WALL TO REMAIN
WALL TO BE DEMOLISHED
3 3
6 7 8
6 7 8
6 7 8
7 8
6 7 8
7 77
8 87
W
M
M
M
M
M
MM
MM
M
B
B
B
2 2 2
B
TR
M
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NP
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S
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P R
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W O
M E
N 'S
C T
R T
O C
O N
F E
R E
N C
E C
M
A Y
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
22" x 34"
A R
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C T
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N T
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C T
N U
M B
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SHEET NUMBER
A M
M E
N D
M E
N T
T O
S O
L
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A
T
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N A
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SCALE: 1/8" = 1'-0"
CEILING DEMO PLAN - 1ST FLOOR - A
DN
U P
D N
105A
D-
J.
D
A V
IS
J.
D A
V
IS
C E
IL
IN
G D
E M
O P
L A
N
S
T F
L O
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A
N
A
B
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M1081
M1047
M1046
M1043
MC1080
MC1010
M1041
M1051
M C
M1048
M1052
M1055
M1056
M1054
L1062
M1061M1057
MC1058
MC1064 M1067
M1068
M1063
M1060M1022
M1018
1-EL2
M1014
M1013
M1017
M1021
M1012
M1016
M1020
M1002 M1003 M1004 M1005
M1006
M1007
M1008
M1027M1024
M C
M C
M1028M1026
MC1025
M1001
1-ST13
g ni eeringDi vi s io n
FOR CONTINUATION SEE DWG. D-105B
105A
D
105A
D
NOTES:
CEILING DEMOLISH THAT MAY BE NEEDED.
MECHANICAL, AND ELECTRICAL FOR ANY ADDITIONAL
SHOWN. COORDINATE WITH NEW ARCHITECTURAL,
DEMOLISH EXISTING CEILINGS AND GRID WHERE 1.
DEMOLISH CEILING IN THIS AREA
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W O
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N 'S
C T
R T
O C
O N
F E
R E
N C
E C
M
A Y
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
22" x 34"
A R
C H
IT
E
C T
U R
A L
T
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L E
B L
O C
K
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C O
N T
R A
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N U
M B
E R
SHEET NUMBER
A M
M E
N D
M E
N T
T O
S O
L
IC
IT
A
T
IO
N A
U G
SCALE: 1/8" = 1'-0"
CEILING DEMO PLAN - 1ST FLOOR - B
U P
D N
D-105B
J.
D
A V
IS
J.
D A
V
IS
C E
IL
IN
G D
E M
O P
L A
N
S
T F
L O
O R
B
N
A
B
M1160
M1159M1158M1157
M1156M1154M1153
M1123 M1127 M1130 M1134 M1137 M1141
M1140M1136M1133M1129M1126M1122
M1121 M1128 M1132 M1131 M1135
M1139
M1109
M1104M1101
M1096M1092
M1086
M1103M1099
M1095M1091 M1108
M1102M1098
M1094
M1090 M1107
M1085
1-ST7
M1152 M1155
M C
M C
M C
M C
M1145
M1144
M1143
M1114
M C
M C
M C
M C
M1082
MC1150
M C
MC1120
M1111
M1112
M1113
M1083 M1084
M1161
M1087 g ni eeringDi vi s io n
FOR CONTINUATION SEE DWG. D-101A
105B
D
105B
D
NOTES:
CEILING DEMOLISH THAT MAY BE NEEDED.
MECHANICAL, AND ELECTRICAL FOR ANY ADDITIONAL
SHOWN. COORDINATE WITH NEW ARCHITECTURAL,
DEMOLISH EXISTING CEILINGS AND GRID WHERE 1.
L R
O J A
S
D ir ec to rat eofPublic
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C T
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M
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FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
22" x 34"
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D B
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N B
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A P
P R
O V
E D
B Y
J.
D
A V
IS
C O
N T
R A
C T
N U
M B
E R
SHEET NUMBER
A M
M E
N D
M E
N T
T O
S O
L
IC
IT
A
T
IO
N A
U G
SCALE: 1/8" = 1'-0"
CEILING DEMO PLAN - 2ND FLOOR - A
RD
RD
RD
106A
D-
J.
D
A V
IS
C E
IL
IN
G D
E M
O P
L A
N
N
D F
L O
O R
A
N
A
B
MC2015
M2019
M2018
M2012 M2020 M2022
M2021 M2023
MC2025
MC2014
2-ST13
2-EL12
L2026
M2030
M2058
M2029
M2057
M2056
M2028
M2027 g ni eeringDi vi s io n
OPEN TO
LOBBY
BELOW
UP DN
RAIL
BALCONY
FOR CONTINUATION SEE DWG. D-106B
106A
D
106A
D
NOTES:
CEILING DEMOLISH THAT MAY BE NEEDED.
MECHANICAL, AND ELECTRICAL FOR ANY ADDITIONAL
SHOWN. COORDINATE WITH NEW ARCHITECTURAL,
DEMOLISH EXISTING CEILINGS AND GRID WHERE 1.
L R
O J A
S
D ir ec to rat eofPublic
W o rk s
P R
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N 'S
C T
R T
O C
O N
F E
R E
N C
E C
M
A Y
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
22" x 34"
A R
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A P
P R
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B Y
J.
D
A V
IS
C O
N T
R A
C T
N U
M B
E R
SHEET NUMBER
A M
M E
N D
M E
N T
T O
S O
L
IC
IT
A
T
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N A
U G
SCALE: 1/8" = 1'-0"
CEILING DEMO PLAN - 2ND FLOOR - B
106B
D-
J.
D
A V
IS
J.
D A
V
IS
C E
IL
IN
G D
E M
O P
L A
N
N
D F
L O
O R
B
N
A
B
M2097 M2100 M2102 M2106
M2094
M2093 M2096
M2095
M2098
M2099
M2103
M2105
M2104
2-ST7
MC2090
M2071 M
M
M2074
M2075
M2076
MC2070
M2043
M
M2049 M2052 M2054
M2053M2041
M C
M2010
M2045
M2046 M2051
M2050
M2101
M2062
M2063
M2080
M2111
M2109
M2110
M2107
M2079
M2078
M2061
M2077
M2060
M2059
M2056
M2108
M g ni eeringDi vi s io n
FOR CONTINUATION SEE DWG. D-106A
106B
D
106B
D
NOTES:
CEILING DEMOLISH THAT MAY BE NEEDED.
MECHANICAL, AND ELECTRICAL FOR ANY ADDITIONAL
SHOWN. COORDINATE WITH NEW ARCHITECTURAL,
DEMOLISH EXISTING CEILINGS AND GRID WHERE 1.
R
O J A
S
D ir ec to rat eofPublic
W o rk s
P R
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C T
M A
N A
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R
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C T
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O N
F E
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N C
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M
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FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
22" x 34"
A R
C H
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C T
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N T
R A
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N U
M B
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SHEET NUMBER
A M
M E
N D
M E
N T
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S O
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IT
A
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N A
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A
CL
B
B
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L R
O J A
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S-001
SCALE: 1/4" = 1'-0"
FLOOR PLAN
S
R U
C T
U R
A L
L E
G E
N D
A
N
S
S
S
S
S
S
S
S
S g ni eeringDi vi s io n
PREQUALIFIED WELDED JOINTS
BASIC WELD SYMBOLS
BACK
GROOVE OR BUTT
SUPPLEMENTARY WELD SYMBOL
FILLET
SLOT
OR
PLUG
SQUARE V BEVEL U J
BACKING SPACER
CONTOUR
FLUSH CONVEX
FLARE V
TAIL
LIMIT OF ENLARGED AREA
(PRE-AWARD AMENDMENTS)
REVISION NUMBER
(POST-AWARD AMENDMENTS)
REVISION LETTER
(LIMITS OF REVISION AREA)
REVISION CLOUD
MATCHLINE
TEXT
DETAIL NUMBER
REFERENCE TO
REFERENCE FROM
DIRECTION OF CUTTING PLANE
LINE OF CUTTING PLANE
CUTTING PLANE
LIMIT OF
DRAWING VIEW TITLE
DRAWING VIEW SCALE
NUMBER
VIEW
DRAWING
DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:
AT (MEASUREMENT)@
ARCHITECTURAL
ARCHITECT, ARCH
ANCHOR BOLTAB
TESTING AND MATERIALS
AMERICAN SOCIETY FOR ASTM
CIVIL ENGINEERS
AMERICAN SOCIETY OF ASCE
INSTITUTE
MERICAN IRON AND STEEL AISIA
STEEL CONSTRUCTION
AMERICAN INSTITUTE OF AISC
INSTITUTE
AMERICAN CONCRETE ACI
ALTERNATEALT
BUILDINGBLDG
BOTTOM OF STEELBOS
BEAMBM
COORDINATECOORD
CONSTRUCTION JOINT
CONTROL OR CJ
CONTINUOUSCONT
CONNECTIONCONN
CONCRETE MASONRY UNITCMU
CONCRETECONC
COLUMNCOL
CLEARCLR
CENTER LINECL
DRAWINGDWG
DIAMETERDIA
DEAD LOADDL
FEETFT
GALVANIZEDGALV
GAUGEGA
HEADED CONCRETE ANCHORHCA
INCH(ES)IN
CODE
INTERNATIONAL BUILDING IBC
KIPK
POUNDLB
LONG LEG VERTICALLLV
LONG LEG HORIZONTALLLH
LIVE LOADLL
MINIMUMMIN
MECHANICALMECH
MAXIMUMMAX
MANUFACTURERMNFR
NUMBERNO
NOT TO SCALENTS
OPPOSITEOPP
ON CENTER EACH WAYOCEW
ON CENTEROC
BUILDING
PRE-ENGINEERED METAL PEMB
POUNDS PER SQUARE FOOTPSF
POUNDS PER LINEAR FOOTPLF
QUANTITYQTY
REINFORCEMENTREINF
RADIUSR
STEEL JOIST INSTITUTESJI
STEEL DECK INSTITUTESDI
SQUARE FEETSF
SIMILARSIM
SAW JOINTSJ
TYPICALTYP
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF MASONRYTOM
TOP OF CONCRETETOC
TOP OF BEAMTOB
UNLESS NOTED OTHERWISEUNO
CRITERIA
UNIFORM FACILITIES UFC
VERTICALVERT
WIDE FLANGEWF
FILLET WELD, IN
MINIMUM SIZE OF
BEVEL
FLARE
AROUND
ALL
WELD
WELD
FIELD
DRAWINGS.
REFERENCE STRUCTURAL
FOR ADDITIONAL SYMBOLS.
NOTES:
THE POINT OF THE FIELD WELD SYMBOL MUST POINT TOWARD THE TAIL.4.
OTHER SIDE SYMBOL
DIMENSIONS OF FILLET WELDS MUST BE SHOWN ON BOTH THE ARROW SIDE AND THE
ARROW AND OTHER SIDE WELDS ARE OF THE SAME SIZE UNLESS OTHERWISE SHOWN. 3.
THE PERPENDICULAR LEG OF WELD SYMBOLS MUST BE AT LEFT.2.
LOCATION OF THE ARROW ALTERS THIS RULE.
LEFT TO RIGHT, ALONG THE REFERENCE LINE. NEITHER ORIENTATION OF REFERENCE NOT
SIZE, WELD SYMBOL, LENGTH OF WELD, AND SPACING MUST READ IN THAT ORDER, FROM 1.
MINIMUM SIZE OF FILLET WELDS
THINNER PART JOINED, IN
MATERIAL THICKNESS OF
TO 1/4" INCLUSIVE
TO 1/4" INCLUSIVE
OVER 1/2" TO 3/4"
3/16"
1/4"
5/16"
3/8"OVER 3/4"
NOTES:
FOR LEG DIMENSION OF FILLET WELDS. SINGLE PASS WELDS MUST BE USED.1.
OF COUNTERSINK FOR PLUG WELDS
GROOVE ANGLE; INCLUDED ANGLE
FOR PLUG AND SLOR WELDS
ROOT OPENING; DEPTH OF FILLING
STRENGTH FOR CERTAIN WELDS
DEPTH OF PREPARATION; SIZE OR
OR OTHER REFERENCE
SPECIFICATION, PROCESS,
WELD SIZE
EFFECTIVE GROOVE
DETAIL REFERENCE
BASIC WELD SYMBOL OR
REFERENCE LINE
FINISH SYMBOL
CONTOUR SYMBOL
FIELD WELD SYMBOL
WELD ALL AROUND SYMBOL
CENTER SPACING)
PITCH (CENTER TO
LENGTH OF WELD
[A R
R O
W S
ID
E
[O
T H
E R
S
ID
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SIDE MEMBER OF JOINT
REFERENCE LINE TO ARROW
ARROW CONNECTING
(1/2)
3/16"
TYP.
(1/2)
3/16"
P
L
P
L
F
A
R
S-201
STRUCTURAL LEGEND: STANDARD LOCATION OF ELEMENTS OF A WELDING SYMBOL:
ENGINEER OF RECORDEOR
EXPANSION JOINTEJ
EQUALEQ
EACHEA
DENOTES ITEMS FOR DEMOLITION
DISCIPLINE WITH DESINATOR:
SERIES
SHEET NUMBER WITHIN
SERIES NUMBER
NOTE BY SYMBOL
FOR CONTINUATION SEE DWG. S-101
WITH LEADER
NOTE BY SYMBOL
CENTERLINE
NORTH ARROW
SYMBOL
DETAIL INDICATOR
INDICATOR
EXTERIOR ELEVATION
SECTION INDICATOR
MULTIPLE VIEW DESIGNATOR
DEMOLITION, EXISTING, AND PROPOSED
MOMENT BEAM CONNECTION
SIMPLE BEAM CONNECTION
BRACING OR BRIDGING
RECEIVE RED OXIDE PRIMER FINISH
NEW HOT-ROLLED STEEL TO
SECONDARY MEMBER
NEW COLD-FORMED STEEL
HOT-DRIPPED GALVANIZED FINISH
NEW HOT-ROLLED STEEL TO RECEIVE
NEW EXTERIOR TIMBER FRAMED WALL
S - STRUCTURAL
R
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D ir ec to rat eofPublic
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W O
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N 'S
C T
R T
O C
O N
F E
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N C
E C
M
A Y
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
THE GREAT PLACE
DPW
FOR BIDDING PURPOSES ONLY - NOT FOR CONSTRUCTION
T E
C H
N
IC
A L
E X
H
IB
IT
B
SHEET SIZE: ANSI D
22" x 34"
A R
C H
IT
E
C T
U R
A L
T
IT
L E
B L
O C
K
S
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S
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N E
D B
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D R
A W
N B
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A P
P R
O V
E D
B Y
J.
D
A V
IS
C O
N T
R A
C T
N U
M B
E R
SHEET NUMBER
A M
M E
N D
M E
N T
T O
S O
L
IC
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A
T
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N A
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J
R H
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J
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S-002
S T
R U
C T
U R
A L
N O
T E g ni eeringDi vi s io n
CRIPPLE STUD
INFILL STUD
JAMB
HEADER MEMBERS
BACK TO BACK
HEADER TRACKS
@ JAMB
ANCHORAGE
ADDITIONAL
SEE NOTE CFS-7 THIS SHEET
SIZE OF THE TRACKS AND STUDS,
OTHER LOADS.
UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS FOR FUTURE FLOORS, ROOFS OR DL-6
EXPOSURE CATEGORY................................................"B"
ULTIMATE DESIGN WIND SPEED................................120 MPH
RISK CATEGORY...........................................................III
WIND LOADS:DL-5
FLAT ROOF SNOW LOAD, Pf........................................5 PSF
GROUND SNOW LOAD, Pg...........................................5 PSF
SNOW LOAD:DL-4
ROOF LIVE LOADS MAY BE REDUCED.DL-3
*ROOF............................................................................20 PSF
UNIFORM DESIGN LIVE LOAD IS AS FOLLOWS:DL-2
WHICHEVER IS LARGER.
ARE CONSIDERED PERMANENT LOADS. MINIMUM ROOF DEAD LOAD IS 20 PSF OR ACTUAL LOAD
ARCHITECTURAL AND STRUCTURAL ITEMS, AND FIXED SERVICE EQUIPMENT. ALL DEAD LOADS
BUILD-IN PARTITIONS, FINISHED, CLADDING AND OTHER SIMILARLY INCORPORATED
BUILDING, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, ROOFS, CEILINGS, STAIRWAYS, DEAD LOADS INCLUDE THE WEIGHT OF CONSTRUCTION MATERIALS INCORPORATED INTO THE DL-1
DESIGN LOADS:
SECURED POSITION AT THE END OF EVERY WORKING DAY.
CUTTING OR DEMOLITION PROCESS. THE STRUCTURE MUST BE LEFT IN A STABLE AND
ALL PORTIONS OF THE STRUCTURE MUST BE ADEQUATELY SHORED PRIOR TO ANY SAW SD-4
SUBMITTING SHOP DRAWINGS.
MEMBERS AND REPORT AND DISCREPANCIES TO THE STRUCTURAL ENGINEER BEFORE
SHOWN ON THE DRAWINGS. GENERAL CONTRACTOR IS TO VERIFY ACTUAL LOCATION OF
LOCATION OF JOISTS, BEAMS AND OTHER STRUCTURAL MEMBERS, MAY VARY FROM THAT SD-3
VISITING THE SITE TO VERIFY EXISTING CONDITIONS, LIMITATIONS AND DIFFICULTY INVOLVED.
IN CONTEXT AND IN NO WAY SHALL IT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR
THE INFORMATION AND DATA CONTAINED IN THE DRAWINGS IS ONLY PARTIAL AND SCHEMATIC SD-2
WORK INVOLVED.
WORK, AND IS NOT INTENDED AS THE ONLY MEANS OF DETERMINING THE TOTAL SCOPE OF
PREPARATION AND UNDERSTANDING OF THE SCOPE OF WORK RELATING TO THE DEMOLITION
BUILDING, IS THE BEST AVAILBLE FOR ASSISTING THE GENERAL CONTRACTOR IN THE
THE INFORMATION AND DATA INDICATED IN THE DRAWINGS RELATED TO THE EXISTING SD-1
SHORING AND DEMOLITION:
SHALL BE REPAIRED TO EQUIVALENT OR BETTER CONDITION.
PROTECT ALL REMAINING EXISTING STRUCTURES. ANY DAMAGE TO AN EXISTING STRUCTURE GN-11
TO BE A CHECK OF THE QUALITY OR QUANTITY OF THE WORK.
STRUCTURAL CONTRACT DOCUMENTS. THESE LIMITED SITE OBSERVATIONS ARE NOT INTENDED
OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE
PERIODIC SITE OBSERVATIONS BY THE STRUCTURAL ENGINEER ARE SOLELY FOR THE PURPOSE GN-10
THE CONTRACT DOCUMENTS.
WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH
OF THE CONTRACTOR, SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE
PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY
GN-9 THE GOVERNMENT SHALL NOT HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FOR
SHALL BE PREVENTED WHEN PLACING MATERIALS ON ROOFS.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENFORCE THIS REQUIREMENT. IMPACT LOADS
CONSTRUCTION MATERIALS SHALL NOT BE STORED ON ROOFS IN EXCESS OF THE DESIGN LOADS. GN-8
STRUCTURE.
MEANS OF STRUCTURALLY MAINTAINING THE INTEGRITY OF THE COMPLETED PORTION OF THE
SEALED BY A LICENSED STRUCTURAL ENGINEER IN THE STATE OF TEXAS WHICH VERIFY THE
DOCUMENTS OR THE STRUCTURAL ENGINEER, CONTRACTOR SHALL PROVIDE CALCULATIONS
PROVIDED BY THE CONTRACTOR IN ALL DIRECTIONS. WHEN REQUIRED BY THE CONSTRUCTION
ENCLOSED PERMANENTLY AS PER CONSTRUCTION DOCUMENTS. TEMPORARY BRACING SHALL BE
PARTIALLY COMPLETED STRUCTURE UNTIL ALL PERMANENT CONNECTIONS ARE MADE, AND
STRUCTURE. CONTRACTOR SHALL CONSIDER ALL CONSTRUCTION LOADS APPLIED TO THE
THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A COMPLETED GN-7
OBSERVATIONS.
GENERAL CONTRACTOR SHALL INSPECT JOB FOR COMPLETION BEFORE SCHEDULING ANY GN-6
CONCRETE MIX DESIGN FOR EACH TYPE OF CONCRETE TO BE USED.D.
CUT SHEET.
CONCRETE REINFORCEMENT SHOP DRAWINGS INCLUDING PLACEMENT OF DRAWINGS AND C.
METAL DECK SHOP DRAWINGS.B.
STRUCTURAL STEEL SHOP DRAWINGSA.
SHOP DRAWINGS SHALL BE SUBMITTED:
DESIGN CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. AS A MINIMUM, THE FOLLOWING
THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE
SHALL NOT BE REPRODUCED FOR SHOP DRAWINGS. THE EOR WILL REVIEW SHOP DRAWINGS FOR
REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO FABRICATION. STRUCTURAL DRAWINGS
COMPLETED SHOP DRAWINGS SHALL BE PROVIDED FOR ALL FABRICATED ITEMS AND SHALL BE GN-5
SCALE DRAWINGS FOR DIMENSIONS.
OF ANY DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT
CONDITIONS THOROUGHLY WITH THE CONTRACT DOCUMENTS AND NOTIFY THE EOR WITH C.O.R.
THE CONTRACTOR AND FABRICATOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND GN-4
AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED IN DETAILS.
THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE DRAWINGS IN ALL GN-3
EOR DENOTES ENGINEER WHO HAS DESIGNED AND/OR REVIEWS SUBMITTALS.GN-2
EDITION.
STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) 2018 GN-1
GENERAL NOTES:
QUALITY CONTROL.
ENGINEER AND DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR CONTRACTOR
NOTE: STRUCTURAL SITE OBSERVATIONS ARE THE REQUIREMENTS OF THE STRUCTURAL
B. NOTIFY COR AT LEAST 24 HOURS BEFORE EACH SITE OBSERVATION.
INSTALLATION OF ARCHITECTURAL FINISHES.
A. STRUCTURAL STEEL: BEFORE CONNECTIONS AND STRUCTURAL MEMBERS ARE HIDDEN BY
WITH THE COR AND EOR TO SET UP A SCHEDULE FOR THE FOLLOWING OBSERVATIONS:
PRIOR TO THE BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE A MEETING SO-1
SCHEDULE OF SITE OBSERVATIONS BY STRUCTURAL ENGINEER:
ALL OPENINGS AND DOORS SHALL HAVE HEADER. SEE DETAIL PROVIDED BELOW:CFS-8
362T200-43 TRACK SPACED AT 16" O.C.
UNLESS OTHERWISE NOTICED ON THE DRAWINGS, ALL WALL STUD SHALL BE 362S137-43 WITH CFS-7
OR APPROVED EQUAL.
MIN. EMBEDMENT OF 1 1/4" WITH POWER ACTUATED FASTER WITH TOP HAT CLAMPING WASHERS
WALLS SHALL BE FASTENED TO CONCRETE SLAB AT A MAXIMUM SPACING OF 12" O.C. WITH A
UNLESS OTHERWISE NOTICED ON THE DRAWINGS, BOTTOM RUNNER OF COLD-FORMED STUD CFS-6
BRIDGING AT 4'-0".
ALL WALL STUDS SHALL NOT BE SPLICED AND SHALL BE IN ONE UNIT. PROVIDE HRIZONTAL CFS-5
1/2" MIN. EDGE DISTANCE AND AT 3/4" MIN. SPACING.
FASTEN ELEMENTS AND ACCESSORIES WITH #10 SELF TAPPING SCREWS. INSTALL SCREWS AT CFS-4
MANUFACTURER'S RECOMMENDATIONS FOR THE INSTALLATION AND USES.
ANY ACCESSORIES NOT LISTED ON THE DRAWINGS SHALL BE FOLLOWING THE CFS-3
(i.e.DOOR/WINDOWS) PER UFC 4-010-01.
STANDARDS FOR COLD_FORMED STEEL DESIGN. COLD FORMED FRAMING AROUND OPENINGS
COLD-FORMED STEEL DESIGN, FABRICATION, AND ERECTION SHALL CONFORM TO AISI CFS-2
: Fy=50 ksi16 GUAGE AND HAVIER
: Fy=33 ksi18 GUAGE OR SMALLER
SHEET, G90
COLD-FROMED (LIGHT GAGE) STRUCTURAL FRAMING MEMBERS ASTM A653, ZINC COATED
MATERIAL PROPERTIES:CFS-1
COLD FORMED STEEL FRAMING:
ALL INTERMEDIATE BEAMS SHALL HAVE OSB
BOARDS FASTENED BOTH SIDES
PERIMETER STUD FRAMING SHALL BE FASTENED
TO THE EXISTING WALL WITH THREE #10 SELF TAPPING SCREWS
AND HAVE 1/4" OSB BOARD ON THE OTHER SIDE
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SCALE: 1/4" = 1'-0"
STAGE PLAN A
SCALE: 1/4" = 1'-0"
STAGE PLAN B
SCALE: 1" = 1'-0"
WOOD STEP PLAN
SCALE: 3" = 1'-0"
WOOD STEP DETAILS
SCALE: 3" = 1'-0"
COLD FORMED STEEL FRAMING DETAILS
SCALE: 3" = 1'-0"
CORNER /END BOX STUD FRAMING DETAIL
g ni eeringDi vi s io n
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1.5B 20Ga DECK
1.5B 20Ga DECK
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TOP TRACK AND DECK
NOT SHOWN FOR CLARITY
6'-0"
1'-6"1'-6"1'-6"1'-6"
SPACED @ 4FT
COLD FORMED STEEL FRAMING
FRAMED @ CENTER
FRAMING
COLD FORMED STEEL
@ EDGE ALL AROUND
FRAMED
STEEL FRAMING WALL
COLD FORMED
FRAMING @ EDGES
COLD FORMED STEEL
O.C.
SPACED AT 4FT
STEEL FRAMING
COLD FORMED
WOOD FRAMED STEP
STEP
WOOD FRAMED
FRAMED @ CENTER
FRAMING
COLD FORMED STEEL
1/4" OSB BOARD
1.5 B 20Ga. DECK
TYP. EVERY 2FT
INTO OSB BOARD
SCREW EMBEDED
#10 SELF-TAPPING
FLAT HEAD
TYP.
INTO OSB BOARD
SCREW EMBEDED
#10 SELF-TAPPING
3 FLAT HEAD
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#10 SELF TAPPING SCREW
RIGID CONNECTOR ANGLE
- R90 54
SIMPSON RCA
AT EACH ENDS
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SIMPSON STRONG-TIE
#10 SELF TAPPING SCREWS
CONCRETE SCREWS
TWO (2) 1/2"DIA. x 1 1/4"
2x6 WOOD STUD
TYP. EVERY 2FT
INTO OSB BOARD
SCREW EMBEDED
#10 SELF-TAPPING
FLAT…
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