511.22358.TAP DMVA RENOVATE ARMORY - CALUMET ARCH BID SET PART 2.pdf
PDF 5 MB Posted
- Attached to
- 511/22358. TAP; Calumet Armory - Renovate Armory
- Solicitation number
- RFQ - 171 - 240000000400
- Issued by
- Houghton County, Capac Village, Michigan
About this file
This document is the technical specifications and drawings for the renovation of the Calumet Armory for the Michigan Department of Military and Veterans Affairs (DMVA) and the State of Michigan Department of Technology, Management and Budget (DTMB). The project involves renovations to the existing armory building, including the addition of a maintenance bay, upgrades to the building envelope, roof, and interior spaces such as classrooms, showers, lockers, and an arms vault. The project is located in Calumet, Michigan, within Houghton County. Bids are due by 2:00 PM on a specific date and will be handled through the SIGMA VSS online system. The contract will be awarded upon completion of the bid review process.
The document includes pricing for the renovation work, with a focus on materials, finishes, and building systems. It specifies the use of certain construction methods, materials, and contractor qualifications. Funding for the project is provided by the State of Michigan, with no mention of any set-aside requirements or incumbent contractor information.
View the file
Other files
Show all 12
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
LIBRARY / LEARNING CENTER
RM 109
FAMILY READINESS
RM 108
DETACHMENT
COMMANDER
RM 107C
LOBBY
RM 102
RECRUITING OFFICE
RM 106
COMM
CLOSET
RM 105
VESTIBULE
RM 101
RAPIDS OFFICE
RM 104
UTILITIES
RM 110A
FACILITY MAINTENANCE
RM 110
UNIT LOCKERS
RM 121
CORRIDOR
RM 119A
CORRIDOR
RM 111
JANITOR
RM 120
CLASSROOM
RM 116
CLASSROOM
RM 117
ASSEMBLY HALL
RM 119
DISH RETURN
RM 118A
SERVING
RM 118B
SCULLERY
RM 118C
KITCHEN
RM 118
STORAGE
RM 118G
TOILET
RM 118F
PREP AREA
RM 118D
JANITOR
RM 118E
PASSAGE
SUPPLY OFFICE
RM 124
SUPERVISOR
OFFICE
RM 126B
PASSAGE
WASTE
HANDLING
FACILITY
RM 128
FLAMMABLE
MATERIAL
STORAGE
RM 127
TABLE &
CHAIR STORAGE
RM 123
PHYSICAL FITNESS
RM 122
TOILET
RM 126A
A403 A5
A401 A3
A402 A3
A403 A3
A404 A5
STORAGE
RM 107C
FIRST SERGEANT
RM 107B
ADMIN SPACE
RM 107
PLATOON 1
RM 125F
COMM
RM 125E
SUPPLY SGT
RM 125D
NBC
RM 125C
UNIT STORAGE
RM 125
A2
S101
A1
S101
726 SF
CLASSROOM
RM 127
320 SF
PLATOON 2
RM 126D
324 SF
PLATOON 3
RM 126E
185 SF
INSPECTION & LIBRARY
RM 126F
298 SF
SUPPLY ROOM
RM 126G
298 SF
TOOL ROOM
RM 126H
117 SF
BATTERY ROOM
RM 126J
261 SF
ARMS VAULT ADDITION
RM 125B
304 SF
EXTG ARMS VAULT
RM 125A
2828 SF
MAINTENANCE BAY
RM 126
261 SF
WOMEN'S SHOWERS /
LOCKERS
RM 114A
269 SF
WOMEN'S
RM 114
53 SF
TOILET
RM 112
263 SF
MEN
RM 113
175 SF
MEN'S SHOWERS
RM 113A
77 SF
LACTATION ROOM
RM 102
37 SF
UNISEX SHOWER
RM 119B
37 SF
UNISEX SHOWER
RM 119C
A405 A5
162 SF
LOCKERS
RM 113B
BREAK AREA
RM 103
P L U R I B U
E S
U N U M
C I R C U M S P I C E
S I Q U E R E I S
P E N I N S U L A M A M
OE
N A M
XX
00 13
D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
EL
IM
IN
AR
Y
C O
N
ST
R U
C
TI
O N
FI
N
AL
R
EC
O
R D
D
AT
E
IS
SU
ED
F O
R
IN
D
EX
C
O D
E
D M
VA
P
R O
JE
C
T #2
6A
ID
EN
TI
FI
C
AT
IO
N
N O
SH
EE
T
DE
SI
GN
ED
DR
AW
N
CH
EC
KE
D
AP
PR
OV
ED
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, M
AN
AG
EM
EN
T
AN
D
B U
D G
ET
FA
C
IL
IT
IE
S
AN
D B
U
SI
N
ES
S
SE
R
VI
C
ES
A D
M
IN
IS
TR
AT
IO
N
AD
AM
L
AC
H , R
A, D
IR
EC
TO
R w w w .u pe a.
co m
UP
EA
P
RO
JE
CT
JH
R
JH
R
AS
J
JK
G
C
AL
U M
ET
, M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
D
TM
B
FI
LE
/2
.T
AP
/2
7/
PR
OP
OS
ED
FL
OO
R
PL
AN
M
OD
IFI
CA
TIO
NS
A1
M1 2-0
R
EN
O
VA
TE
A
R M
O R
Y- C
AL
U
M
ET
SCALE: 1/8" = 1'-0"
OVERALL FLOOR PLAN - PROPOSED MODIFICATIONSA2
NORTH
A102
D3
ROOF MEMBRANE
W/ R-35 INSULATION
ON METAL DECK
(TAPERED AS REQ.)
A2 A301
C4 A301
NEW VALLEY FLASHING
NEW VALLEY FLASHING
USE LONG-LIFE BUTYL SEALANT
1.
2.
3.
ROOF NOTES:
ICE & WATER BARRIER SHALL BE PROVIDED
UNDER ALL AREAS BEING REPLACED.
LONG-LIFE BUTYL SEALANT SHALL BE
PROVIDED AT ALL METAL ROOF SEAMS,
APPLIED AS PER MANUFACTURER (APPLY AT
ALL NEW METAL TO EXTG METAL ROOF
SEAMS AND AT NEW METAL ROOF TO EXTG
METAL DORMER, OPENING OR WALL.
ALL EXISTING SHEATHING AT REPLACED
AREAS SHALL BE INSPECTED FOR DAMAGE
AND "ROT". CONTRACTOR SHALL INCLUDE
REPLACEMENT OF 320 SF OF PLYWOOD
SHEATHING AS AN ALLOWANCE.
NEW RIDGE VENT
NEW RIDGE VENT
NEW RIDGE CAP
NEW VALLEY FLASHING
NEW MONITOR OVER RIDGE
VENT OPENING W/ RAIN/SNOW
PROTECTED LOUVER VENTS
OVERFLOW
SCUPPERS
THIS SIDE. REF
DETAIL 2/P501
T.O. WALL
FASCIA
MATCH EXTG
NEW RIDGE VENT SCREEN
REPLACE EXTG RIDGE VENT
NEW RIDGE VENT SCREEN
AND NEW RIDGE VENT
LONG-LIFE BUTYL SEALANT AS PER MANUFACTURER
AT NEW METAL ROOF SEAM (OLD METAL TO NEW METAL)
NEW METAL ROOF
A102 D1
A3 A501
A102 A1
A102 A1
A102 A1
A102 A1
NEW RIDGE CAP
PROPOSED MECHANICAL
EQUIPMENT PER MECH PLANS.
PROVIDE WALKWAY PADS AS
SHOWN.
TAPER
EXTG ALUM FASCIA
RI
DG
E
VE
NT
VALLEY
VALLEY
TAPER
TAPER
FLASHING AND
SEALANT AT
DORMER
ALUM ROOF-TO-WALL
VENT (@ SOUTH GABLE)
PER DETAIL C5/A501
REPLACE SOFFIT, FASCIA
AND SIDING WHICH IS NOT
DAMAGED / NOT
MATCHING WITH NEW
MATCHING MATERIALS
WALKWAY PAD
(TYP)
ROOF HATCH.
REF DETAIL
A1/A501
FFE
100' - 0"
EXTG BLDG
ROOF BEARING
112' - 0"
CONTINUOUS
ALUM ROOF-TO-WALL VENT
(TYPICAL THIS SIDE)
COVER BLANKED PENETRATIONS
W/ PLYWOOD BEFORE REROOF
(TYPICAL)
NEW VENTILATION MONITOR
W/ RAIN/SNOW PROTECTED
LOUVER VENTS
NEW RIDGE CAP
NEW RIDGE CAP
1.
2.
NOTES:
LONG-LIFE BUTYL SEALANT SHALL BE USED AT ALL METAL ROOF
SEAMS, APPLIED AS PER MANUFACTURER (APPLY AT ALL NEW
METAL TO EXTG METAL ROOF SEAMS AND AT NEW METAL ROOF TO
EXTG METAL DORMER, OPENING OR WALL)
ICE & WATER BARRIER SHALL BE USED UNDER ALL AREAS BEING
REPLACED.
C5
A501
FFE
100' - 0"
EXTG BLDG
ROOF BEARING
112' - 0"
NEW ROOF TOP MONITOR
W/ RAIN/SNOW PROTECTED
LOUVER VENTS
MATCH METAL
WALL PANELS
TO EXTG DORMERS
METAL RIDGE CAP
ON METAL MONITOR ROOF
NEW VALLEY FLASHING
NEW RIDGE CAP
NEW RIDGE VENT
1.
2.
NOTES:
LONG-LIFE BUTYL SEALANT SHALL BE USED AT ALL METAL ROOF
SEAMS, APPLIED AS PER MANUFACTURER (APPLY AT ALL NEW
METAL TO EXTG METAL ROOF SEAMS AND AT NEW METAL ROOF TO
EXTG METAL DORMER, OPENING OR WALL)
ICE & WATER BARRIER SHALL BE USED UNDER ALL AREAS BEING
REPLACED.
RAIN/SNOW PROTECTED
LOUVER VENT (TYPICAL)
NEW RIDGE VENT
PATCH & REPAIR PLYWOOD SHEATHING
AT BLANKED ROOF VENTS. PROVIDE ICE / WATER
BARRIER OVER PATCH AND LAPPED OVER
EXISTING 6" IN EACH DIRECTION.
EXTG ROOF SHEATHING
2x4 WOOD STUD FRAMING
UNDERSIDE ROOF SHEATHING
USE 8-PENNY NAILS
P L U R I B U
E S
U N U M
C I R C U M S P I C E
S I Q U E R E I S
P E N I N S U L A M A M
OE
N A M
XX
00 13
D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
EL
IM
IN
AR
Y
C O
N
ST
R U
C
TI
O N
FI
N
AL
R
EC
O
R D
D
AT
E
IS
SU
ED
F O
R
IN
D
EX
C
O D
E
D M
VA
P
R O
JE
C
T #2
6A
ID
EN
TI
FI
C
AT
IO
N
N O
SH
EE
T
DE
SI
GN
ED
DR
AW
N
CH
EC
KE
D
AP
PR
OV
ED
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, M
AN
AG
EM
EN
T
AN
D
B U
D G
ET
FA
C
IL
IT
IE
S
AN
D B
U
SI
N
ES
S
SE
R
VI
C
ES
A D
M
IN
IS
TR
AT
IO
N
AD
AM
L
AC
H , R
A, D
IR
EC
TO
R w w w .u pe a.
co m
UP
EA
P
RO
JE
CT
JH
R
JH
R
AS
J
JK
G
C
AL
U M
ET
, M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
D
TM
B
FI
LE
/2
.T
AP
/2
7/
PR
OP
OS
ED
M
AI
N
BL
DG
M
AI
NT
EN
AN
CE
B
AY
A
DD
ITI
ON
R
OO
F P
LA
NS
A1
M1 2-0
R
EN
O
VA
TE
A
R M
O R
Y- C
AL
U
M
ET
SCALE: 3/32" = 1'-0"
ROOF PLAN - MAIN BUILDING & GARAGE ADDITIONA2
SCALE: 3/32" = 1'-0"
WALL VENT REPLACEMENTD1 SCALE: 3/32" = 1'-0"
EAST ELEVATION ROOF CUPOLAD3
NORTH
SCALE: 3/4" = 1'-0"
ROOF SHEATHING REPAIR DETAILA1
ALTERNATE #1ALTERNATE #1
ALTERNATE #1
FFE
100' - 0"
T.O. FOOTING
MAINTENANCE BAY
95' - 4"
T.O. WALL
120' - 8"
C4 A301
PLATOON 2
RM 126D
PLATOON 3
RM 126E
INSPECTION & LIBRARY
RM 126F
SUPPLY ROOM
RM 126G
TOOL ROOM
RM 126H
BATTERY ROOM
RM 126J
T.O. FOUNDATION WALL
MAINTENANCE BAY
99' - 4"
CONTINUOUS
RESILIENT PAD
(TYPICAL)
ROOF DRAIN
SEE MECHANICAL PLANS
24LH-03 BAR JOIST
SEE MAINTENACE BAY FRAMING PLAN
EPDM ROOF MEMBRANE W/ 5" RIGID INSULATION
TAPERED AS REQUIRED ON METAL DECK
A302 A4
A302 A2
126J 126H 126G 126F 126E 126D
STEP FOOTING (TYPICAL)
STEEL FENCE
B B B
STEEL FENCE
STEEL ANGLESTEEL ANGLE
2X2 ACT
CEILING
9'
- 0
TAPERED AS REQUIRED
(TYPICAL)
D1
AD101
119' - 4"
ROOF BEARING
1/4" / 12"1/4" / 12" 1/4" / 12" 1/4" / 12"
FFE
100' - 0"
T.O. FOOTING
MAINTENANCE BAY
95' - 4"
T.O. WALL
120' - 8"
A2 A301
T.O. FOUNDATION WALL
MAINTENANCE BAY
99' - 4"
SUPPLY ROOM
RM 126G
EXTG MASONRY CMU WALL
EXTG BAR JOIST IN
MAINTENANCE BAY
ROOF DRAIN
LH SERIES BAR JOIST
SEE ,MAINTENANCE BAY
FRAMING PLAN
PAINTED CMU BLOCK
STEP FOOTING
SEE SHEET S101
A302 A5
A302 A3
2" 8" 8" 118' - 11"
ROOF BEARING @ NEW WALL119' - 4"
ROOF BEARING @ EXTG WALL
1/4" / 12"
P L U R I B U
E S
U N U M
C I R C U M S P I C E
S I Q U E R E I S
P E N I N S U L A M A M
OE
N A M
XX
00 13
D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
EL
IM
IN
AR
Y
C O
N
ST
R U
C
TI
O N
FI
N
AL
R
EC
O
R D
D
AT
E
IS
SU
ED
F O
R
IN
D
EX
C
O D
E
D M
VA
P
R O
JE
C
T #2
6A
ID
EN
TI
FI
C
AT
IO
N
N O
SH
EE
T
DE
SI
GN
ED
DR
AW
N
CH
EC
KE
D
AP
PR
OV
ED
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, M
AN
AG
EM
EN
T
AN
D
B U
D G
ET
FA
C
IL
IT
IE
S
AN
D B
U
SI
N
ES
S
SE
R
VI
C
ES
A D
M
IN
IS
TR
AT
IO
N
AD
AM
L
AC
H , R
A, D
IR
EC
TO
R w w w .u pe a.
co m
UP
EA
P
RO
JE
CT
JH
R
JH
R
AS
J
JK
G
C
AL
U M
ET
, M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
D
TM
B
FI
LE
/2
.T
AP
/2
7/
BU
ILD
IN
G
SE
CT
IO
NS
A3
M1 2-0
R
EN
O
VA
TE
A
R M
O R
Y- C
AL
U
M
ET
SCALE: 1/4" = 1'-0"
SECTION #1 - MAINTENANCE BAY ADDITIONA2
SCALE: 1/4" = 1'-0"
SECTION #2 - MAINTENANCE BAY ADDITIONC4
FFE
100' - 0"
T.O. FOOTING
MAINTENANCE BAY
95' - 4"
T.O. WALL
120' - 8"
FOUNDATION & FOOTING
SEE SHEET S101
6" REINFORCED CONC SLAB
SEE STRUCTURAL
WALL COMPOSITION
4" SPLIT FACE CMU
1" AIR GAP
WEATHER BARRIER
RIGID INSUL TO R-15 (3" ±)
10" CMU w/ REINFORCING PER STRUCTURAL
PAINTED CMU BLOCK
INTERIOR SIDE
1'
- 0
3' - 0"
T.O. FOUNDATION WALL
MAINTENANCE BAY
99' - 4"
A302 C5
EXPANSION JOINT
(TYPICAL)
FINISH GRADE VARIES
MUST REMAIN 1" MIN.
BELOW FLASHING AND WEEPS
ROOF BEARING
MAINTENANCE BAY
119' - 9"
STANDARD MASONRY WALL
TIES @ EVERY OTHER
BLOCK @ 24" O.C.
A302 C3
1/4" / 12"
FFE
100' - 0"
T.O. FOOTING
MAINTENANCE BAY
95' - 4"
T.O. WALL
120' - 8"
EXTG MASONRY WALL
EXTG FOUNDATION
AND FOOTING
EXTG CONCRETE SLAB
IN MAINTENANCE BAY
T.O. FOUNDATION WALL
MAINTENANCE BAY
99' - 4"
6" REINFORCED CONC SLAB
SEE STRUCTURAL
6"
S101 C3
EXPANSION JOINT
(TYPICAL)
STEP FOOTING
SEE STRUCTURAL
ROOF BEARING
MAINTENANCE BAY
119' - 9"
FFE
100' - 0"
T.O. FOOTING
MAINTENANCE BAY
95' - 4"
T.O. WALL
120' - 8"
PAINTED CMU
INTERIOR SIDE
ROOF MEMBRANE W/
R-35 INSULATION
ON METAL DECK
T.O. FOUNDATION WALL
MAINTENANCE BAY
99' - 4"
BAR JOIST PER
STRUCTURAL
FOUNDATION & FOOTING
REFERENCE STRUCT
A302 C4
WALL COMPOSITION
4" SPLIT FACE CMU
1" AIR GAP
WEATHER BARRIER
RIGID INSUL TO R-15
10" CMU w/ REINFORCING PER STRUCTURAL
6" REINFORCED CONC SLAB
SEE STRUCTURAL
EXPANSION JOINT
(TYPICAL)
FINISH GRADE VARIES
MUST REMAIN 1" MIN.
BELOW FLASHING AND WEEPS
ROOF BEARING
MAINTENANCE BAY
119' - 9"
A302 C3
FFE
100' - 0"
T.O. FOOTING
MAINTENANCE BAY
95' - 4"
T.O. WALL
120' - 8"
T.O. FOUNDATION WALL
MAINTENANCE BAY
99' - 4"
FOUNDATION & FOOTING
REFERENCE STRUCT
PAINTED 8" CMU
CONTINUOUS
RESILIENT PAD
(TYPICAL)
EPDM ROOF MEMBRANE W/
R-35 POLYISO INSULATION
ON METAL DECK
LH SERIES BAR JOIST.
REF STRUCT
EXPANSION JOINT
(TYPICAL)
ROOF BEARING
MAINTENANCE BAY
119' - 9"
GROUTED CORES. REF
STRUCT FOR
REINFORCEMENT
T.O. WALL
120' - 8"
ALUM FASCIA AND
FLASHING TO
MATCH EXTG
BUILDING PROFILE
AND COLOR
STANDARD 4"
CMU BLOCK
TOP COURSE
MEMBRANE ROOF W/
R-35 INSULATION
ON METAL DECK
JOIST PER
STRUCTURAL
PT 2x BLOCKING
1/2"Ø X 4" ANCHOR BOLTS
W/ 2"Ø PLATE WASHERS @ 24" O.C.
(COUNTER SINK)
EXTEND MEMBRANE UP
TO TOP OF CMU AND
OVER BLOCKING
(PROVIDE CANT WHERE
ROOF IS FLUSH W/ TOP
OF BLOCKING-NOT
SHOWN)
8" CMU ABOVE JOIST
NOTCH CMU BLOCK FOR
JOIST
10" CMU BOND BEAM
MASONRY WALL TIES
PER WALL SECTION
BELOW
118' - 8"
BEARING PLATE @ NEW WALL
118' - 11"
JOIST BEARING @ NEW WALL
STRUCTURAL SPACER
BEARING LOCATION. REF
STRUCTURAL
1/4" / 12"
T.O. WALL
120' - 8"
ALUM FASCIA AND
FLASHING
MATCH EXTG BUILDING
PROFILE AND COLOR
STANDARD 4" CMU BLOCK
TOP COURSE
MEMBRANE ROOF W/
R-35 INSULATION
ON METAL DECK
PT 2x BLOCKING
1/2"Ø X 4" ANCHOR BOLTS
W/ 2"Ø PLATE WASHERS @ 24" O.C.
(COUNTER SINK)
EXTEND MEMBRANE UP TO TOP
OF CMU AND OVER BLOCKING
(PROVIDE CANT WHERE ROOF IS
FLUSH W/ TOP OF BLOCKING-
NOT SHOWN)
BAR JOIST PER STRUCTURAL
FFE
100' - 0"
T.O. FOUNDATION WALL
MAINTENANCE BAY
99' - 4"
6" REINFORCED CONC SLAB
SEE STRUCTURAL
EXPANSION JOINT
(TYPICAL)
28 ga FLASHING MIN 1" ABOVE
GRADE
CAVITY DRAINAGE
MATERIAL
WEEPS @ COURSE
ABOVE FLASHING
FOUNDATION & FOOTING
SEE SHEET S101
FINISH GRADE VARIES
MUST REMAIN 1" MIN.
BELOW FLASHING AND WEEPS
GROUT CMU CORES
BELOW GRADE
GROUT SOLID
P L U R I B U
E S
U N U M
C I R C U M S P I C E
S I Q U E R E I S
P E N I N S U L A M A M
OE
N A M
XX
00 13
D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
EL
IM
IN
AR
Y
C O
N
ST
R U
C
TI
O N
FI
N
AL
R
EC
O
R D
D
AT
E
IS
SU
ED
F O
R
IN
D
EX
C
O D
E
D M
VA
P
R O
JE
C
T #2
6A
ID
EN
TI
FI
C
AT
IO
N
N O
SH
EE
T
DE
SI
GN
ED
DR
AW
N
CH
EC
KE
D
AP
PR
OV
ED
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, M
AN
AG
EM
EN
T
AN
D
B U
D G
ET
FA
C
IL
IT
IE
S
AN
D B
U
SI
N
ES
S
SE
R
VI
C
ES
A D
M
IN
IS
TR
AT
IO
N
AD
AM
L
AC
H , R
A, D
IR
EC
TO
R w w w .u pe a.
co m
UP
EA
P
RO
JE
CT
JH
R
JH
R
AS
J
JK
G
C
AL
U M
ET
, M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
D
TM
B
FI
LE
/2
.T
AP
/2
7/
WA
LL
SE
CT
IO
NS
A3
M1 2-0
R
EN
O
VA
TE
A
R M
O R
Y- C
AL
U
M
ET
SCALE: 1/2" = 1'-0"
WALL SECTION #1 - MAINTENANCE BAY ADDITIONA5
SCALE: 1/2" = 1'-0"
WALL SECTION #3 - MAINTENANCE BAY ADDITIONA3 SCALE: 1/2" = 1'-0"
WALL SECTION #2 - MAINTENANCE BAY ADDITIONA4SCALE: 1/2" = 1'-0"
WALL SECTION #4A2
SCALE: 1 1/2" = 1'-0"
T.O. WALL DETAIL - WALL SECTION #1C5
SCALE: 1 1/2" = 1'-0"
T.O. WALL DETAIL - WALL SECTION #2C4
SCALE: 1" = 1'-0"
T.O. FOUNDATION WALL FLASHING DETAIL - TYPICALC3
320 SF
PLATOON 2
RM 126D
324 SF
PLATOON 3
RM 126E
185 SF
INSPECTION & LIBRARY
RM 126F
298 SF
SUPPLY ROOM
RM 126G
298 SF
TOOL ROOM
RM 126H
117 SF
BATTERY ROOM
RM 126J
A401
A2 A301
C4 A301
C4
FURNITURE
BY OTHERS
(TYPICAL)
RACKS / SHELVING N.I.C.
(BY OTHERS)
126J126H126G126F126E126D
EXTG MAINTENANCE BAY EXTERIOR WALL
SPLIT FACE CMU
MORTAR / AIR GAP
RIGID INSULATION
WEATHER MEMBRANE
CMU BLOCK
8" CMU PAINTED 8" CMU PAINTED8" CMU PAINTED
6' - 2 1/2"30' - 8"10' - 0"32' - 9 1/2"
2' - 0" 4' - 0" 23' - 4" 4' - 0" 6' - 8" 3' - 4" 7' - 4" 4' - 0" 10' - 0" 4' - 0" 8' - 0" 4' - 0"
A401
D2
D1
CAGE DIVIDER FENCE
SEPARATING PLATOONS
16' - 3"16' - 3"
CAGE DIVIDER FENCE
SEPARATING PLATOONS
RACKS / SHELVING N.I.C.
(BY OTHERS)
RACKS / SHELVING N.I.C.
(BY OTHERS)
B
BB
A401 C2
A401
D4
A401 B1 A401
C1 TYP
DIMENSIONS TO MASONRY OPENING
ROOF HATCH AND LADDER
LOCATION PER DETAIL
SHEET A501
FFE
100' - 0"
T.O. WALL
120' - 8"
8"
MATCH SPLIT FACE BLOCK TO EXTG
MATCH FASCIA
TO EXTG
EXTG FASCIA
ROOF BEARING
MAINTENANCE BAY
119' - 9"
TOP COURSE
STANDARD CMU
MATCH COLOR
OF SPLIT FACE
ROOF HATCH AND
RAILING BEYOND
EXPANSION JOINTS, TYP
FFE
100' - 0"
T.O. WALL
120' - 8"
8"
MATCHING SPLIT
FACE BLOCK EXTG MAINTENANCE BAY
MATCH FASCIA
TO EXTG
EXTG FASCIA
TOP COURSE
STANDARD
CMU BLOCK
MATCH COLOR
OF SPLIT FACE
ROOF BEARING
MAINTENANCE BAY
119' - 9"
FFE
100' - 0"
T.O. WALL
120' - 8"
EXTG MAINTENANCE BAY
MATCH FASCIA
TO EXTG
MATCH SPLIT
FACE BLOCK TO EXTG
8"
TOP COURSE
STANDARD CMU
MATCH COLOR
OF SPLIT FACE
EXTG FASCIA
ROOF BEARING
MAINTENANCE BAY
119' - 9"
FFE
100' - 0"
PAINTED CMU
INTERIOR WALLS
119' - 4" 118' - 11"
ROOF BEARING
@ NEW WALL
ROOF BEARING
@ EXTG WALL
FFE
100' - 0"
126J 126H 126G 126F 126E 126D
EXTG MASONRY / SPLIT FACE
EXTERIOR WALL AT EXTG MAINT. BAY
FENCE/GATE TO
DIVIDE PLATOONS
ROOF BEARING
MAINTENANCE BAY
119' - 9"
6"
4' - 0"
1' - 8 1/2"
6' - 3 1/2" 4' - 0" 10' - 0" 4' - 0" 6' - 4 1/2"
11 1/2"
3' - 4" 5' - 8 1/2"
11 1/2"
4' - 0" 23' - 4" 4' - 0" 6"
FENCE/GATE TO
DIVIDE ROOMS
EXTG SPLIT FACE CMU WALL
(EXTERIOR FACE OF EXTG MAINT. BAY)
ACT-1
9' - 0" A.F.F.
185 SF
INSPECTION & LIBRARY
RM 126F
9' - 4"
LOUVERS AND LIGHTS SHOWN
FOR REFERENCE. COORDINATE
LOCATIONS WITH MECHANICAL
AND ELETRICAL
EXISTING CMU
10" CMU
3" RIGID INSUL
1" AIR SPACE
4" SPLIT FACE CMU
JAMB BLOCK
VAPOR BARRIER
1" W x 2-1/2" D BRICK
EXPANSION JOINT
MATERIAL
REMOVE 4" VENEER
CMU AND INSULATION,
STRUCTURAL 10" CMU
TO REMAIN
#5 x 24" DOWELS @ 48" O.C.
VERTICAL. EPOXY INTO EXISTING
CMU. GROUT CORES OF PROPOSED
CMU @ DOWEL LOCATIONS.
EXISTING CMU WALL
8" CMU BLOCK,
MODIFY AS
REQUIRED
WT4x12
(2) 5/8" x 12" BOLT w/ EPOXY
FASTENERS @ 24" O.C.CONTINUOUS
SEALANT, BOTH SIDES
P L U R I B U
E S
U N U M
C I R C U M S P I C E
S I Q U E R E I S
P E N I N S U L A M A M
OE
N A M
XX
00 13
D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
EL
IM
IN
AR
Y
C O
N
ST
R U
C
TI
O N
FI
N
AL
R
EC
O
R D
D
AT
E
IS
SU
ED
F O
R
IN
D
EX
C
O D
E
D M
VA
P
R O
JE
C
T #2
6A
ID
EN
TI
FI
C
AT
IO
N
N O
SH
EE
T
DE
SI
GN
ED
DR
AW
N
CH
EC
KE
D
AP
PR
OV
ED
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, M
AN
AG
EM
EN
T
AN
D
B U
D G
ET
FA
C
IL
IT
IE
S
AN
D B
U
SI
N
ES
S
SE
R
VI
C
ES
A D
M
IN
IS
TR
AT
IO
N
AD
AM
L
AC
H , R
A, D
IR
EC
TO
R w w w .u pe a.
co m
UP
EA
P
RO
JE
CT
JH
R
JH
R
AS
J
JK
G
C
AL
U M
ET
, M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
D
TM
B
FI
LE
/2
.T
AP
/2
7/
EN
LA
RG
ED
PL
AN
S - M
AI
NT
EN
AN
CE
B
AY
A
DD
ITI
ON
A4
M1 2-0
R
EN
O
VA
TE
A
R M
O R
Y- C
AL
U
M
ET
SCALE: 1/4" = 1'-0"
ENLARGED MAINTENANCE BAY ADDITION FLOOR PLANA3
SCALE: 1/8" = 1'-0"
NORTH EXTERIOR ELEVATIOND4
SCALE: 1/8" = 1'-0"
WEST EXTERIOR ELEVATIONC2 SCALE: 1/8" = 1'-0"
EAST EXTERIOR ELEVATIONC4
NORTH
SCALE: 1/8" = 1'-0"
TYPICAL INTERIOR ELEVATIOND1 SCALE: 1/8" = 1'-0"
SOUTH INTERIOR ELEVATIOND2
SCALE: 1/4" = 1'-0"
INSPECTION AND LIBRARY REFLECTED CEILING PLANA1
SCALE: 1 1/2" = 1'-0"
CONNECTION TO EXISTING WALLB1
SCALE: 1 1/2" = 1'-0"
CONNECTION TO INTERIOR WALLC1
T
304 SF
EXTG ARMS VAULT
RM 125A
A402
D4
D3
D5
D2
261 SF
ARMS VAULT ADDITION
RM 125B12
6"
2"
0"
A402 C3
8" REINF. CONC SLAB
SEE SHEET S101
REINF. CONC WALLS
SEE SHEET S102 3'
- 6
5'
- 0
3'
- 6
FULL HEIGHT
OPENING INTO
EXTG VAULT
PARGE AND PAINT ALL NEW CONCRETE WALLS
INTERIOR / EXTERIOR SIDES
(TYPICAL)
2" SYNTHETIC CONC FORM
TO REMAIN IN PLACE
STEEL EQUIP. RAILS
ABOVE - SEE DETAIL
SHEET S103
A402
C4
FFE
100' - 0"
ARMS VAULT
CEILING
108' - 6"
8" REINFORCED CONCRETE WALL
PARGE AND PAINT CONC WALLS
EYE HOOKS
SEE DETAIL
SHEET S103
23' - 4"
8'
- 6
FFE
100' - 0"
ARMS VAULT
CEILING
108' - 6"
NEW 8" REINF. CONC WALL
8'
- 6
11' - 2"
PARGE AND PAINT CONC WALLS
EYE HOOKS
SEE DETAIL
SHEET S103
FFE
100' - 0"
ARMS VAULT
CEILING
108' - 6"
NEW 8" REINF. CONC WALL
PARGE AND PAINT CONC WALLS
EYE HOOKS
SEE DETAIL
SHEET S103
23' - 4"
FFE
100' - 0"
ARMS VAULT
CEILING
108' - 6"
11' - 2"
8'
- 6
NEW OPENING FROM
EXTG ARMS VAULT
(FULL HEIGHT)
3' - 6" 5' - 0" 2' - 8"
EXTG REINF.
CONC WALL
EYE HOOKS
SEE DETAIL
SHEET S103
11' - 2"
FFE
100' - 0"
EXTG BLDG
ROOF BEARING
112' - 0"
ARMS VAULT
CEILING
108' - 6"
EXTG FENCING / GATING TO REMAIN NEW 8" REINF. CONC WALL
8" REINF. CONC CEILING
PROVIDE WIRE MESH
PARTITIONS PER
SPECIFICATIONS
PARGE BOTH SIDES OF THIS
WALL. PAINT OUTSIDE OF
WALL. BARE CONCRETE ON
INSIDE OF WALL
A402 A1
AP
PR
OX
2'
- 1
0"
12' - 4"
CONC FORM TO REMAIN
SEE STRUCTURAL
FFE
100' - 0"
EXTG BLDG
ROOF BEARING
112' - 0"
ARMS VAULT
CEILING
108' - 6"
EXTG ARMORY VAULT DOOR NEW 8" REINFORCED CONC WALLS
8" REINFORCED CONC CEILING
PROVIDE WIRE MESH PARTITIONS PER
SPECIFICATIONS / GATE RECLAIMED FROM
DEMO PHASE
SECURED TO ARMS VAULT CONC CEILING
EXTG REINF. CONC WALL
EXTG REINF. CONC CEILING
PARGE AND PAINT CONC WALLS
A402 A1
FENCE / GATE TO
EXTG CEILING
2'
- 1
0"
23' - 8"
END CAP
SALVAGED FENCE / GATE
FROM DEMOLITION PHASE
4"
23' - 8"
POSTS ANCHORED W/ BASE PLATE
TO CONC VAULT CEILING
ARMS VAULT
CEILING
108' - 6"
FENCE / GATE POST
ANCHORED TO CONC CEILING
(TYPICAL)
SALVAGED FENCE / GATE
FROM DEMOLITION PHASE
REINF. CONC
CEILING
P L U R I B U
E S
U N U M
C I R C U M S P I C E
S I Q U E R E I S
P E N I N S U L A M A M
OE
N A M
XX
00 13
D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
EL
IM
IN
AR
Y
C O
N
ST
R U
C
TI
O N
FI
N
AL
R
EC
O
R D
D
AT
E
IS
SU
ED
F O
R
IN
D
EX
C
O D
E
D M
VA
P
R O
JE
C
T #2
6A
ID
EN
TI
FI
C
AT
IO
N
N O
SH
EE
T
DE
SI
GN
ED
DR
AW
N
CH
EC
KE
D
AP
PR
OV
ED
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, M
AN
AG
EM
EN
T
AN
D
B U
D G
ET
FA
C
IL
IT
IE
S
AN
D B
U
SI
N
ES
S
SE
R
VI
C
ES
A D
M
IN
IS
TR
AT
IO
N
AD
AM
L
AC
H , R
A, D
IR
EC
TO
R w w w .u pe a.
co m
UP
EA
P
RO
JE
CT
JH
R
JH
R
AS
J
JK
G
C
AL
U M
ET
, M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
D
TM
B
FI
LE
/2
.T
AP
/2
7/
EN
LA
RG
ED
PL
AN
S - A
RM
S V
AU
LT
A4
M1 2-0
R
EN
O
VA
TE
A
R M
O R
Y- C
AL
U
M
ET
SCALE: 1/4" = 1'-0"
ENLARGED VAULTA3
SCALE: 1/4" = 1'-0"
EAST INTERIOR ELEVATIOND4SCALE: 1/4" = 1'-0"
SOUTH INTERIOR ELEVATIOND3 SCALE: 1/4" = 1'-0"
WEST INTERIOR ELEVATIOND5SCALE: 1/4" = 1'-0"
NORTH INTERIOR ELEVATIOND2
SCALE: 1/4" = 1'-0"
SOUTH EXTERIOR ELEVATIONC3 SCALE: 1/4" = 1'-0"
WEST EXTERIOR ELEVATIONC4
NORTH
SCALE: 1/4" = 1'-0"
FENCE/GATE PLANA2SCALE: 1" = 1'-0"
FENCE/GATE POST MOUNTINGA1
A403
B3
C2
B2
C3
102A
8' - 5 1/4"
UNDERCOUNTER CABINET
COUNTERTOP
REFRIGERATOR BY
OWNER (NIC)
F
F
12"X24" LVT TILE ON FLOOR
PAPER TOWEL DISPENSER BY OWNER
SOAP DISPENSER BY OWNER
5' - 0" 3'
- 4
ACT-1
9' - 0" A.F.F.
REPAIR / FINISH
CEILING GRID IN
ADJACENT ROOM
AS REQUIRED
LOUVERS AND LIGHTS SHOWN
FOR REFERENCE. COORDINATE
LOCATIONS WITH MECHANICAL
AND ELETRICAL
FFE
100' - 0"
EXTG CMU WALL
TO BE PAINTED
NEW CMU WALL
TO BE PAINTED
VINYL BASE
FFE
100' - 0"
B39
BASE FILLER
24" X 36" MIRROR
2'
- 1
0" 4"
3'
- 4
PAINTED CMU WALL
4'
- 0
SOAP & TOWEL
DISPENSERS
VINYL BASE
SB-48
ON COUNTER
REFRIGERATOR (BY
OWNER, NIC)
FFE
100' - 0"
EXTG CMU WALL
TO BE PAINTED
MA
X.
C
TO
P
HE
IG
HT
2'
- 1
0"
4" VINYL BASE
FFE
100' - 0"
102A
EXTG CMU WALL
TO BE PAINTED
4" VINYL BASE
WOMEN'S SHOWERS / LOCKERS
RM 114A
A403
D5
D4C4
BE E
NEW SHOWER STALL
PARTITIONS W/ DOOR
AND RETURN WALL
BENCH IN EACH
SHOWER STALL
SECURED TO
FLOOR
6"
B
TILE, DENSSHIELD
AND FURRING
A403 D3
TY
PI
CA
L
3'
- 4
D2
A403
3' - 10 1/4"
3' - 10 1/2" 3' - 10 1/4" 4' - 6" SET NEW 8" CMU WALL BACK
2" FROM ADJACENT WALL
2"
113C
E
E
EE
E
E
EACH SHOWER SHALL HAVE (3)
HOOKS PER SPECIFICATIONS. HOOK
LOCATION SHALL BE COORDINATED
WITH OWNER.
53 SF
ALCOVE
RM 113C
ACCESS PANEL
GWB-1
9' - 0" A.F.F.
CURTAIN AND CURTAIN
ROD PER
SPECIFICATIONS (TYP)
D2
A403
WOMEN'S SHOWERS / LOCKERS
RM 114A
53 SF
ALCOVE
RM 113C
ACT-1
9' - 0" A.F.F.
LOUVERS AND LIGHTS SHOWN
FOR REFERENCE. COORDINATE
LOCATIONS WITH MECHANICAL
AND ELECTRICAL
FFE
100' - 0"
NEW WALL TILE
SHOWER CURTAIN
ROD (TYPICAL)
SHOWER PARTITION W/ DOOR
FFE
100' - 0"
SHOWER PARTITION
W/ DOOR
PEDASTOOL BENCH
SECURED TO FLOOR
6X24 WALL TILE
36" X 36" SHOWER STALL
SEE PLUMBING PLANS
FACE OF SHOWER TO PARTITION
3' - 4"
FFE
100' - 0"
EXTG LOCKERS
SHOWER PARTITION
W/ DOOR
6X24 WALL
TILE
SHOWER BENCH
SECURED TO FLOOR
SHOWER CURTAIN
ROD
EXTG TILE
WALL TYPE D:
4" METAL STUD WALLS
E
FLANGE
FURRING CHANNEL @ 24" O.C.
CEMENT BOARD
6X24 WALL TILE
6"
D2
A403
SHOWER SURROUND
FLANGE
CEMENT BOARD
WALL TILE
5/8" MR GWB CEILING W/
METAL FURRING
SEALANT BOTH SIDES
TYPICAL
SEALANT
INTERIOR WALL KEY
METAL STUD
PARTITION
CMU WALL
FLOOR
BOTTOM OF
STRUCTURE
CEILINGS WHERE
OCCURS
A C
1. ALL INTERIOR CMU WALLS SHALL BE TYPE 2 U.N.O.
WALL NOTES:
2. ALL AREAS SHOWN ON ROOM FINISH SCHEDULE AS
C.T., SEE SPECIFICATIONS FOR BACKER.
3. INTERIOR METAL STUD PARTITIONS TO RECEIVE
FULL THICKNESS FIBERGLASS BATT SOUND INSULATION.
SET STUD TRACKS IN CONTINUOUS BED OF ACOUSTIC
SEALANT, TOP AND BOTTOM, PROVIDE CONTINUOUS
ACOUSTIC SEALANT AT TOP AND BOTTOM OF GWB.
8" CMU
PAINTED WHERE INDICATED
B
6" METAL STUDS @ 16" OC
FURRING CHANNEL
CEMENT BOARD
WALL TILE
DEFLECTION TRACK
3-5/8" METAL STUDS @ 16" OC
5/8" GWB ONE SIDE
BATT INSULATION U.N.O.
E
3-5/8" METAL STUDS @ 16" OC
5/8" GWB ONE SIDE
D
10" CMU INFILL
REF DETAILS
F
3-5/8" METAL STUDS @ 16" OC
5/8" GWB EACH SIDE
TRANSITION
TO EXTG 12"
ABOVE PER
DETAILS
P L U R I B U
E S
U N U M
C I R C U M S P I C E
S I Q U E R E I S
P E N I N S U L A M A M
OE
N A M
XX
00 13
D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
EL
IM
IN
AR
Y
C O
N
ST
R U
C
TI
O N
FI
N
AL
R
EC
O
R D
D
AT
E
IS
SU
ED
F O
R
IN
D
EX
C
O D
E
D M
VA
P
R O
JE
C
T #2
6A
ID
EN
TI
FI
C
AT
IO
N
N O
SH
EE
T
DE
SI
GN
ED
DR
AW
N
CH
EC
KE
D
AP
PR
OV
ED
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, M
AN
AG
EM
EN
T
AN
D
B U
D G
ET
FA
C
IL
IT
IE
S
AN
D B
U
SI
N
ES
S
SE
R
VI
C
ES
A D
M
IN
IS
TR
AT
IO
N
AD
AM
L
AC
H , R
A, D
IR
EC
TO
R w w w .u pe a.
co m
UP
EA
P
RO
JE
CT
JH
R
JH
R
AS
J
JK
G
C
AL
U M
ET
, M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
D
TM
B
FI
LE
/2
.T
AP
/2
7/
EN
LA
RG
ED
PL
AN
S -
LA
CT
AT
IO
N
RO
OM
W
OM
EN
'S
SH
OW
ER
S
A4
M1 2-0
R
EN
O
VA
TE
A
R M
O R
Y- C
AL
U
M
ET
NORTH
SCALE: 1/4" = 1'-0"
LACTATION ROOM FLOOR PLANA3SCALE: 1/4" = 1'-0"
LACTATION ROOM RCPA2
SCALE: 1/4" = 1'-0"
LACTATION RM NORTH ELEVATIONC3
SCALE: 1/4" = 1'-0"
LACTATION RM EAST ELEVATIONB3
SCALE: 1/4" = 1'-0"
LACTATION RM SOUTH ELEVATIONC2
SCALE: 1/4" = 1'-0"
LACTATION RM WEST ELEVATIONB2
SCALE: 1/4" = 1'-0"
WOMEN'S ENLARGED SHOWER ROOMA5SCALE: 1/4" = 1'-0"
WOMEN'S REFLECTED CEILING PLANA4
SCALE: 1/4" = 1'-0"
WOMEN'S SHOWERS WEST ELEVATION W/ PARTITIONSD5
SCALE: 1/4" = 1'-0"
WOMEN'S SHOWERS SOUTH ELEVATIONC4
SCALE: 1/4" = 1'-0"
WOMEN'S SHOWERS NORTH ELEVATIOND4
SCALE: 1" = 1'-0"
SHOWER WALL FURRING DETAILD3SCALE: 1" = 1'-0"
FURRING WALL DETAIL @ SHOWER FLANGE & CEILINGD2
UP
MEN'S SHOWERS
RM 113AA404
A3
A1 B1
A404D2
C1
D1
C2
EXTG
3' - 3 3/4"
EXTG
3' - 3 3/4"
EXTG
3' - 3 3/4"
B2
EXTG SHOWERS
EXTG
4' - 6 1/4"
NEW SHOWER STALL
PARTITIONS W/ DOOR
(TYPICAL IN MEN'S
SHOWER ROOM)
BENCH IN EACH
SHOWER STALL
SECURED TO
FLOOR
4' - 3" 4' - 3"
37 SF
UNISEX SHOWER
RM 119B
37 SF
UNISEX SHOWER
RM 119C
NOTE:
EACH SHOWER SHALL HAVE
(3) HOOKS PER
SPECIFICATIONS. HOOK
LOCATION SHALL BE
COORDINATED WITH
OWNER.
119B 119C
BENCH SECURED
TO FLOOR
(TYPICAL)
12" X 24" FLOOR TILE
9' - 8"
B
B
A A
C
ML1 ML1
162 SF
LOCKERS
RM 113B
53 SF
ALCOVE
RM 113C
A404 D5
FFE
100' - 0"
PASSAGE IN TO LOCKER AREA
BENCH SECURED
TO FLOOR (TYPICAL)
NEW SHOWER PARTITION
W/ DOOREXTG WALL TILE
FFE
100' - 0"
EXTG WALL TILE
EXTG SHOWER SEAT
FFE
100' - 0"
CURTAIN AND CURTIAN ROD PER
SPECIFICATIONS AND (3) HOOKS
PER SPECIFICATIONS. HOOKS NOT
SHOWN. CONTRACTOR SHALL
COORDINATE HOOK LOCATION
WITH OWNER. (TYPICAL ALL
STALLS)
NEW SHOWER STALL
PARTITIONS W/ DOOR
(TYPICAL IN MEN'S
SHOWER ROOM)
BENCH IN EACH
SHOWER STALL
SECURED TO
FLOOR
EXTG SHOWER SEAT
MEN'S SHOWERS
RM 113A
EXTG GWB CEILING
EXTG ACOUSTICAL TILE
CEILING
GWB-1
9' - 0" A.F.F.
37 SF
UNISEX SHOWER
RM 119B
37 SF
UNISEX SHOWER
RM 119C
ACCESS PANEL
4' - 0" 4' - 0"
EXISTING BULKHEAD TO REMAIN
ACT-1
9' - 0" A.F.F.
LOUVERS AND LIGHTS SHOWN
FOR REFERENCE. COORDINATE
LOCATIONS WITH MECHANICAL
AND ELETRICAL
BULKHEAD SIMILAR
TO EXISTING
FFE
100' - 0"
NEW SHOWER PARTITION
W/ DOOR
EXTG WALL TILE
FFE
100' - 0"
48" X 36" SHOWER STALL
(TYPICAL)
6"X24" WALL TILE
A
D3
A403
A403 D2
FFE
100' - 0"
119C119B BENCH SECURED
TO FLOOR (TYPICAL)
6X24 WALL TILE
A
FFE
100' - 0"
BENCH SECURED
TO FLOOR
48" X 36" SHOWER STALL
FFE
100' - 0"
6X24 WALL TILE
48" X 36" SHOWER STALL
INTERIOR WALL KEY
METAL STUD
PARTITION
CMU WALL
FLOOR
BOTTOM OF
STRUCTURE
CEILINGS WHERE
OCCURS
A C
1. ALL INTERIOR CMU WALLS SHALL BE TYPE 2 U.N.O.
WALL NOTES:
2. ALL AREAS SHOWN ON ROOM FINISH SCHEDULE AS
C.T., SEE SPECIFICATIONS FOR BACKER.
3. INTERIOR METAL STUD PARTITIONS TO RECEIVE
FULL THICKNESS FIBERGLASS BATT SOUND INSULATION.
SET STUD TRACKS IN CONTINUOUS BED OF ACOUSTIC
SEALANT, TOP AND BOTTOM, PROVIDE CONTINUOUS
ACOUSTIC SEALANT AT TOP AND BOTTOM OF GWB.
8" CMU
PAINTED WHERE INDICATED
B
6" METAL STUDS @ 16" OC
FURRING CHANNEL
CEMENT BOARD
WALL TILE
DEFLECTION TRACK
3-5/8" METAL STUDS @ 16" OC
5/8" GWB ONE SIDE
BATT INSULATION U.N.O.
E
3-5/8" METAL STUDS @ 16" OC
5/8" GWB ONE SIDE
D
10" CMU INFILL
REF DETAILS
F
3-5/8" METAL STUDS @ 16" OC
5/8" GWB EACH SIDE
TRANSITION
TO EXTG 12"
ABOVE PER
DETAILS
6" CMU INFILL
EXISTING 8"
CMU WALL
GRIND EXISTING CMU
EDGE TO CREATE
BULLNOSE IF NEEDED
(BOTH SIDES) FULLY GROUT
FIRST CORE OF
6" INFILL ON
BOTH SIDES.
PROVIDE (1) #5
BAR VERTICAL.
LOCKERS
WOMEN'S
1"
NOTE: THIS WALL
TYPE NOT SHOWN.
FILL ENTIRE OPENING
P L U R I B U
E S
U N U M
C I R C U M S P I C E
S I Q U E R E I S
P E N I N S U L A M A M
OE
N A M
XX
00 13
D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
EL
IM
IN
AR
Y
C O
N
ST
R U
C
TI
O N
FI
N
AL
R
EC
O
R D
D
AT
E
IS
SU
ED
F O
R
IN
D
EX
C
O D
E
D M
VA
P
R O
JE
C
T #2
6A
ID
EN
TI
FI
C
AT
IO
N
N O
SH
EE
T
DE
SI
GN
ED
DR
AW
N
CH
EC
KE
D
AP
PR
OV
ED
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, M
AN
AG
EM
EN
T
AN
D
B U
D G
ET
FA
C
IL
IT
IE
S
AN
D B
U
SI
N
ES
S
SE
R
VI
C
ES
A D
M
IN
IS
TR
AT
IO
N
AD
AM
L
AC
H , R
A, D
IR
EC
TO
R w w w .u pe a.
co m
UP
EA
P
RO
JE
CT
JH
R
JH
R
AS
J
JK
G
C
AL
U M
ET
, M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
D
TM
B
FI
LE
/2
.T
AP
/2
7/
EN
LA
RG
ED
PL
AN
S - M
EN
'S
SH
OW
ER
S &
SH
OW
ER
R
OO
MS
A4
M1 2-0
R
EN
O
VA
TE
A
R M
O R
Y- C
AL
U
M
ET
SCALE: 1/4" = 1'-0"
MEN'S ENLARGED LOCKER ROOM FLOOR PLANA5
SCALE: 1/4" = 1'-0"
MEN'S SHOWERS NORTH ELEVATIONB1
SCALE: 1/4" = 1'-0"
MEN'S SHOWERS SOUTH ELEVATIONA1
SCALE: 1/4" = 1'-0"
MEN'S SHOWER WEST ELEVATIONA3
SCALE: 1/4" = 1'-0"
MEN'S REFLECTED CEILING PLANB5
SCALE: 1/4" = 1'-0"
MEN'S SHOWERS EAST ELEVATIONB2
SCALE: 1/4" = 1'-0"
SHOWER ROOMS EAST ELEVATIONC2SCALE: 1/4" = 1'-0"
SHOWER ROOMS WEST ELEVATIONC1
SCALE: 1/4" = 1'-0"
SHOWER ROOMS OPPOSITE WALL ELEVATIOND1 SCALE: 1/4" = 1'-0"
SHOWER ROOMS DIVIDER WALL ELEVATIOND2
NORTH
SCALE: 1 1/2" = 1'-0"
CMU INFILL WALL DETAIL LOCKERSD5
T
726 SF
CLASSROOM
RM 127
127A
INFILL PER DETAIL (TYP)
1'
- 4
4'
- 0
A405 A1
D3
B1
D4
D
D
4x8 MARKERBOARD
4x8 MARKERBOARD
D
TYP
A405 A2
FFE
100' - 0"
CE
ILI
NG
H
EI
GH
T 9'
- 0
PAINT ENTIRE WALL
D D D
A2
A405
TYP
FFE
100' - 0"
127A 4x8 MARKERBOARD PAINT EXTG CMU WALL
FFE
100' - 0"
CE
ILI
NG
H
EI
GH
T 9'
- 0
"PAINT EXTG CMU WALL
FFE
100' - 0"
CE
ILI
NG
H
EI
GH
T 9'
- 0
PAINT EXTG CMU WALL
4x8 MARKERBOARD
ACT-1
9' - 0" A.F.F.
726 SF
CLASSROOM
RM 127
INTERIOR WALL KEY
METAL STUD
PARTITION
CMU WALL
FLOOR
BOTTOM OF
STRUCTURE
CEILINGS WHERE
OCCURS
A C
1. ALL INTERIOR CMU WALLS SHALL BE TYPE 2 U.N.O.
WALL NOTES:
2. ALL AREAS SHOWN ON ROOM FINISH SCHEDULE AS
C.T., SEE SPECIFICATIONS FOR BACKER.
3. INTERIOR METAL STUD PARTITIONS TO RECEIVE
FULL THICKNESS FIBERGLASS BATT SOUND INSULATION.
SET STUD TRACKS IN CONTINUOUS BED OF ACOUSTIC
SEALANT, TOP AND BOTTOM, PROVIDE CONTINUOUS
ACOUSTIC SEALANT AT TOP AND BOTTOM OF GWB.
8" CMU
PAINTED WHERE INDICATED
B
6" METAL STUDS @ 16" OC
FURRING CHANNEL
CEMENT BOARD
WALL TILE
DEFLECTION TRACK
3-5/8" METAL STUDS @ 16" OC
5/8" GWB ONE SIDE
BATT INSULATION U.N.O.
E
3-5/8" METAL STUDS @ 16" OC
5/8" GWB ONE SIDE
D
10" CMU INFILL
REF DETAILS
F
3-5/8" METAL STUDS @ 16" OC
5/8" GWB EACH SIDE
TRANSITION
TO EXTG 12"
ABOVE PER
DETAILS
10" CMU INFILL
EXISTING 12"
CMU WALL
GRIND EXISTING CMU
EDGE TO CREATE
BULLNOSE IF NEEDED
(BOTH SIDES)
1"
FULLY GROUT
FIRST CORE OF
10" INFILL ON
BOTH SIDES.
PROVIDE (1) #5
BAR VERTICAL.
CLASSROOM MAINTENANCE BAY
P L U R I B U
E S
U N U M
C I R C U M S P I C E
S I Q U E R E I S
P E N I N S U L A M A M
OE
N A M
XX
00 13
D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
EL
IM
IN
AR
Y
C O
N
ST
R U
C
TI
O N
FI
N
AL
R
EC
O
R D
D
AT
E
IS
SU
ED
F O
R
IN
D
EX
C
O D
E
D M
VA
P
R O
JE
C
T #2
6A
ID
EN
TI
FI
C
AT
IO
N
N O
SH
EE
T
DE
SI
GN
ED
DR
AW
N
CH
EC
KE
D
AP
PR
OV
ED
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, M
AN
AG
EM
EN
T
AN
D
B U
D G
ET
FA
C
IL
IT
IE
S
AN
D B
U
SI
N
ES
S
SE
R
VI
C
ES
A D
M
IN
IS
TR
AT
IO
N
AD
AM
L
AC
H , R
A, D
IR
EC
TO
R w w w .u pe a.
co m
UP
EA
P
RO
JE
CT
JH
R
JH
R
AS
J
JK
G
C
AL
U M
ET
, M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
D
TM
B
FI
LE
/2
.T
AP
/2
7/
EN
LA
RG
ED
PL
AN
S - C
LA
SS
RO
OM
A4
M1 2-0
R
EN
O
VA
TE
A
R M
O R
Y- C
AL
U
M
ET
SCALE: 1/4" = 1'-0"
ENLARGED PLAN - CLASSROOM #127A5
SCALE: 1/4" = 1'-0"
CLASSROOM NORTH ELEVATIONA1
SCALE: 1/4" = 1'-0"
CLASSROOM SOUTH ELEVATIONB1
SCALE: 1/4" = 1'-0"
CLASSROOM EAST ELEVATIOND4
SCALE: 1/4" = 1'-0"
CLASSROOM WEST ELEVATIOND3
SCALE: 1/4" = 1'-0"
FIRST FLOOR REFLECTED CEILING PLANA3SCALE: 1 1/2" = 1'-0"
CMU INFILL DETAILA2
CONTRACTOR SHALL
ENSURE RIDGE
VENT OPENING IS
FREE AND CLEAR
OF DEBRIS. PROVIDE
MESH OVER OPENING
4'
- 0
RIDGE CAP BY ROOF
PANEL MFR
STANDING SEAM METAL ROOF OVER 2-1/2" 18
GAUGE PURLINS @ 8" O.C.
LIGHTWEIGHT GALV
STEEL TRUSSES
18 ga 3-5/8" STEEL WALL FRAMING @ 16"
O.C. (TYP BOTH SIDES)
26 ga METAL WALL PANELS OVER 18 ga 1-5/8"
Z-GIRTS (TYP BOTH SIDES). MATCH EXISTING
CUPOLA COLOR / PROFILE
EXISTING STANDING
SEAM METAL ROOF
14 ga CHANNEL
LOUVER IN FACE MOUNTED
ON FRAMING. PROVIDE
LOUVER IN 4'-0" SECTIONS.
ATTACH TO WALL PER MFR
INSTRUCTIONS.
ROOF EDGE EXTENSION /
DRIP EDGE
18 ga 2-1/2" FRAMING. FASTEN TO
BOTTOM CHORD EXTENSION
FLASHING: LAP 6"
OVER ROOF
NON-VENTED ALUM SOFFIT
EXISTING ROOF SHEATHING,
STEEL TUBE PURLINS, INSUL
AND METAL DECK (SECTION
SHOWN MAY NOT REPRESENT
ACTUAL ROOF DECK)
18 ga 3-5/8" METAL STUD X-BRACING LAPPED
INTO WALL STUDS @ 48" O.C.
PROVIDE ICE AND
WATER SHIELD OVER
ROOF SHEATHING
INSIDE OF MONITOR
18 ga 3-5/8" x 3" TALL METAL
FRAMING HEAVY DUTY TRACK
EAST SIDE OF WALL.
LOUVERS ON THIS
SIDE ONLY. WEST SIDE OF WALL.
METAL SIDING ONLY ON
THIS SIDE. NO LOUVERS.
9"
14 ga CSW 6" STUD
1/2" Ø THRU BOLT @ 32" O.C.
2" SQUARE WASHER @ EACH
BOLT (TOP AND BOTTOM)
VERIFY THICKNESS IN FIELD
1' - 0 1/4" ± EXISTING ROOF
F-CHANNEL FOR SIDING /
SOFFIT CONNECTION
F-CHANNEL FOR SOFFIT / FASCIA
CONNECTION
CONTINUOUS CLIP
ANGLE BY METAL
STUD MFR
EXTEND TRUSS BOTTOM CHORD
OR ADD ADDITIONAL PIECE,
(CONNECTIONS OMITTED IN VIEW)
FASCIA: ALUM-CLAD
PANEL
10" OVERHANG
2" DRAINABLE BLADE
LOUVER
LOUVER PLAN DETAIL
DOUBLE
STUD
LOUVER
INSTALLATION
FLANGE
INSIDE
MONTIOR
LOUVER FRAME
PT BLOCKING (2x)
ALUM MULLION
COVER
BASE CLOSURE
BY PANEL MFR
2' - 6" CLR
2'
- 6
" C
LR
CLEAR ZONE
1'
- 6
" C
LR
LADDER PLAN AT FFE
CUT EXTG OPENING SIZE IF
NEEDED
NEW J CHANNEL
20 ga GALV Z-BRACKET
EXTG METAL PANEL WALL
MIN
2"
EXTG PLYWOOD DECK
NEW STANDING SEAM
METAL ROOF
8" WIDE COVER PLATE
.050" METAL SUPPORT SCREEN
FASTEN EVERY 12" O.C. OR PER
MFR RECOMMENDATIONS
CONTINUOUS SEALANT
BILCO
TYPE E-50TB
ROOF SCUTTLE
3' - 11" OVERALL
3' - 0" FRAME OPENING LENGTH
3'
- 1
1" O
VE
RA
LL
3'
- 0
" F
RA
ME
O
PE
NI
NG
LE
NG
TH
PINTLE HINGE - STAINLESS STEEL TYPE 316
ARM GUIDE BRACKET
LOCK STRIKE AND PADLOCK HASP
3" POLYISOCYANURATE COVER INSULATION
EPDM GASKET (ALL AROUND COVER)
THERMALLY BROKEN COVER - 11 ga ALUMINUM
COVER LINER - 18 ga ALUMINUM
3" POLYISOCYANURATE CURB INSULATION
THERMALLY BROKEN CURB W/INTEGRAL CAPFLASHING
11 ga ALUMINUM (CORNERS FULLY WELDED)
SLAM LATCH WITH INSIDE AND
OUTSIDE HANDLES W/ PADLOCK HASPS
SPRING LIFTING MECHANISM
AUTOMATIC HOLD OPEN ARM W/ RED
VINYL GRIP AND COVER RELEASE
SECTION
5 1/2"
5 1/2" 3' - 0"
4 1/4"
(8 " M
IN
IM
UM
6 1 5/1
6"
Bilclip ® FLASHING SYSTEM
ELEVATION
P L U R I B U
E S
U N U M
C I R C U M S P I C E
S I Q U E R E I S
P E N I N S U L A M A M
OE
N A M
XX
00 13
D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
EL
IM
IN
AR
Y
C O
N
ST
R U
C
TI
O N
FI
N
AL
R
EC
O
R D
D
AT
E
IS
SU
ED
F O
R
IN
D
EX
C
O D
E
D M
VA
P
R O
JE
C
T #2
6A
ID
EN
TI
FI
C
AT
IO
N
N O
SH
EE
T
DE
SI
GN
ED
DR
AW
N
CH
EC
KE
D
AP
PR
OV
ED
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, M
AN
AG
EM
EN
T
AN
D
B U
D G
ET
FA
C
IL
IT
IE
S
AN
D B
U
SI
N
ES
S
SE
R
VI
C
ES
A D
M
IN
IS
TR
AT
IO
N
AD
AM
L
AC
H , R
A, D
IR
EC
TO
R w w w .u pe a.
co m
UP
EA
P
RO
JE
CT
JH
R
JH
R
AS
J
JK
G
C
AL
U M
ET
, M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
D
TM
B
FI
LE
/2
.T
AP
/2
7/
RO
OF
D
ET
AI
LS
A5
M1 2-0
R
EN
O
VA
TE
A
R M
O R
Y- C
AL
U
M
ET
SCALE: 1 1/2" = 1'-0"
ROOFTOP VENTILATION MONITORA3SCALE: 1/2" = 1'-0"
LADDER/ROOF HATCH DETAILA1
SCALE: 3" = 1'-0"
NEW WALL VENT DETAILC5
SCALE: 1 1/2" = 1'-0"
TOP OF HATCHC1
SCALE: 1 1/2" = 1'-0"
HATCH SECTIONC3
SCALE: 1 1/2" = 1'-0"
HATCH ELEVATIOND5
F NL
SE
E
SC
HE
DU
LE
SEE SCHEDULE SEE SCHEDULE
SE
E
SC
HE
DU
LE
HM-1
SE
E
SC
HE
DU
LE
4"
2"
SEE
SCHEDULE 2"
DOOR
SEE SCHEDULE
HM FRAME
GROUT SOLID
SEALANT
EACH SIDE
5 3/4"
CMU LINTEL
SEE STRUCTURAL
4"
DOOR
SEE SCHEDULE
HM FRAME
GROUT SOLID
SEALANT
EACH SIDE
CMU
#5 BAR EA. SIDE
GROUT SOLID
5 3 /4"
2"
CAULK AND
BACKER ROD
DOOR
SEE SCHEDULE
HM FRAME
GROUT SOLID
SEALANT
EACH SIDE
CMU - DOUBLE
BULLNOSE
ANCHOR
#5 VERT
GROUT SOLID
5 3 /4"
2"
DOOR
SEE SCHEDULE
HM FRAME
GROUT SOLID
SEALANT
EACH SIDE
5 3/4"
CMU LINTEL
SEE STRUCTURAL
4"
DOOR
SEE SCHEDULE
12 ga CUSTOM HM FRAME SIZE AS
NOTED, GROUT SOLID
SEALANT
EACH SIDE
EXISTING CMU
WALL
4"
16"
HALLWAY LACTATION ROOM
DOOR FRAME TO BE
FLUSH WITH WALL
BOTH SIDES
DOOR
SEE SCHEDULE
SEALANT
EACH SIDE
EXISTING CMU
WALL
12 ga CUSTOM HM
FRAME SIZE AS NOTED,
GROUT SOLID
HALLWAY
LACTATION ROOM
DOOR FRAME TO BE
FLUSH WITH WALL
BOTH SIDES
P L U R I B U
E S
U N U M
C I R C U M S P I C E
S I Q U E R E I S
P E N I N S U L A M A M
OE
N A M
XX
00 13
D
ES
IG
N A
N D
C O
N
ST
R U
C
TI
O N
D
IV
IS
IO
N
PR
EL
IM
IN
AR
Y
C O
N
ST
R U
C
TI
O N
FI
N
AL
R
EC
O
R D
D
AT
E
IS
SU
ED
F O
R
IN
D
EX
C
O D
E
D M
VA
P
R O
JE
C
T #2
6A
ID
EN
TI
FI
C
AT
IO
N
N O
SH
EE
T
DE
SI
GN
ED
DR
AW
N
CH
EC
KE
D
AP
PR
OV
ED
ST
AT
E O
F M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
TE
C
H N
O
LO
G Y, M
AN
AG
EM
EN
T
AN
D
B U
D G
ET
FA
C
IL
IT
IE
S
AN
D B
U
SI
N
ES
S
SE
R
VI
C
ES
A D
M
IN
IS
TR
AT
IO
N
AD
AM
L
AC
H , R
A, D
IR
EC
TO
R w w w .u pe a.
co m
UP
EA
P
RO
JE
CT
JH
R
JH
R
AS
J
JK
G
C
AL
U M
ET
, M
IC
H
IG
AN
D
EP
AR
TM
EN
T
O F
M
IL
IT
AR
Y
AN
D V
ET
ER
AN
S
AF
FA
IR
S
D
TM
B
FI
LE
/2
.T
AP
/2
7/
SC
HE
DU
LE
S
A6
M1 2-0
R
EN
O
VA
TE
A
R M
O R
Y- C
AL
U
M
ET
ROOM FINISH SCHEDULE
ROOM
NO. ROOM NAME
FLOOR WALLS CEILING
COMMENTSMATERIAL FINISH BASE NORTH SOUTH EAST WEST MATERIAL FINISH HEIGHT
102 LACTATION ROOM CONC LVP VB PNT PNT PNT PNT ACT -- 9'-0"
103 BREAK AREA EXTG LVP VB PNT PNT PNT PNT ACT -- 9'-0" CEILING AND FLOOR TO BE REPLACED / REPAIRED FOLLOWING INSTALLATION OF LACTATION
ROOM WALLS. ALL WALLS TO BE PAINTED TO MATCH INCLUDING NEW LACTATION ROOM WALLS
113A MEN'S SHOWERS CONC CT CT -- -- -- -- EXTG -- EXTG
113B LOCKERS CONC CT CT EXTG CT EXTG CT EXTG -- EXTG FLOOR TO BE REPLACED. TILE AREAS OF NEW WALLS ADJACENT TO UNISEX SHOWERS. PATCH /
REPAIR CEILING AS REQUIRED AFTER WALL INSTALLATION.
113C ALCOVE CONC CT CT EXTG EXTG EXTG / CT EXTG ACT -- 9'-0" CT ON NEW PORTION OF WALL
114A WOMEN'S SHOWERS / LOCKERS CONC CT CT CT CT CT CT GWB PNT 9'-0"
119B UNISEX SHOWER CONC CT CT CT CT CT CT GWB PNT 9'-0"
119C UNISEX SHOWER CONC CT CT CT CT CT CT GWB PNT 9'-0"
125B ARMS VAULT ADDITION CONC SEALED -- PARGE PARGE PARGE PARGE CONC PARGE 8'-6" PARGE AND PAINT (2) COATS ALL WALLS. ALSO PAINT OLD VAULT AREA. REF SPECIFICATIONS.
126D PLATOON 2 CONC SEALED -- PNT EXTG PNT PNT -- -- --
126E PLATOON 3 CONC SEALED -- PNT EXTG PNT PNT -- -- --
126F INSPECTION & LIBRARY CONC SEALED -- PNT EXTG PNT PNT ACT -- 9'-0"
126G SUPPLY ROOM CONC SEALED -- PNT EXTG PNT PNT -- -- --
126H TOOL ROOM CONC SEALED -- PNT EXTG PNT PNT -- -- --
126J BATTERY ROOM CONC SEALED -- PNT EXTG PNT PNT -- -- --
127 CLASSROOM CONC SEALED -- EXTG EXTG EXTG EXTG ACT 9'-0"
DOOR & FRAME SCHEDULE
DOOR
NO.
DOOR FRAME DETAILS
HDWR
SET REMARKSTYPE MATERIAL
SIZE
TYPE MATERIAL HEAD JAMBWIDTH HEIGHT
102A F WD 3' - 0" 7' - 0" HM-1 MTL A5/A601 A4/A601 4 SALVAGED DOOR TO BE USED AT THIS LOCATION. REFERENCE DEMOLITION NOTE 34.
113C F MTL 3' - 0" 7' - 0" HM-1 MTL B5/A601 B4/A601 2
119B F MTL 3' - 0" 7' - 0" HM-1 MTL B5/A601 B4/A601 4 PROVIDE LINTEL ML1. REF LINTEL SCHEDULE ON SHEET S101.
119C F MTL 3' - 0" 7' - 0" HM-1 MTL B5/A601 B4/A601 4 PROVIDE LINTEL ML1. REF LINTEL SCHEDULE ON SHEET S101.
126D F MTL 3' - 8" 7' - 0" HM-1 MTL C5/A601 C4/A601 3
126E F MTL 3' - 8" 7' - 0" HM-1 MTL C5/A601 C4/A601 3
126F F MTL 3' - 0" 7' - 0" HM-1 MTL C5/A601 C4/A601 3
126G F MTL 3' - 8" 7' - 0" HM-1 MTL C5/A601 C4/A601 3
126H F MTL 3' - 8" 7' - 0" HM-1 MTL C5/A601 C4/A601 3
126J F MTL 3' - 8" 7' - 0" HM-1 MTL C5/A601 C4/A601 3
127A NL MTL 3' - 8" 7' - 0" HM-1 MTL C5/A601 C4/A601 1 QUARTER LITE VISION GLASS
DOOR TYPES FRAME TYPES
SCALE: 1 1/2" = 1'-0"
CMU MTL FRAME HEADB5
SCALE: 1 1/2" = 1'-0"
CAVITY MTL FRAME JAMBC4
SCALE: 1 1/2" = 1'-0"
CMU MTL FRAME JAMB DETAILB4
SCALE: 1 1/2" = 1'-0"
CAVITY MTL FRAME HEADC5
SCALE: 1 1/2" = 1'-0"
DOOR 102A HEADA5SCALE: 1 1/2" = 1'-0"
DOOR 102A JAMBA4
| Sheets: G001 - COVER SHEET MAIN BUILDING |
| Sheets: G002 - GENERAL STANDARDS |
| Sheets: G003 - LIFE SAFETY / EGRESS PLANS |
| Sheets: AD101 - DEMOLITION PLAN |
| Sheets: AD102 - ROOF DEMOLITION |
| Sheets: A101 - PROPOSED FLOOR PLAN MODIFICATIONS |
| Sheets: A102 - PROPOSED MAIN BLDG & MAINTENANCE BAY ADDITION ROOF PLANS |
| Sheets: A201 - EXISTING MVSB PLANS |
| Sheets: A301 - BUILDING SECTIONS |
| Sheets: A302 - WALL SECTIONS |
| Sheets: A401 - ENLARGED PLANS - MAINTENANCE BAY ADDITION |
| Sheets: A402 - ENLARGED PLANS - ARMS VAULT |
| Sheets: A403 - ENLARGED PLANS - LACTATION ROOM & WOMEN'S SHOWERS |
| Sheets: A404 - ENLARGED PLANS - MEN'S SHOWERS & SHOWER ROOMS |
| Sheets: A405 - ENLARGED PLANS - CLASSROOM |
| Sheets: A501 - ROOF DETAILS |
| Sheets: A601 - SCHEDULES |
File details come from the government source that posted it. Updated .