Technical Exhibit B - Drawings Revision 1.pdf
PDF 11 MB Posted
- Attached to
- Renovate Building 14008 Federal contract opportunity
- Solicitation number
- W91151-20-B-0019
About this file
This document provides details of a federal solicitation to renovate Building 14008 at Fort Hood, Texas. The solicitation seeks firm fixed price bids for construction services including installation of an exterior insulation and finish system on brick, demolition and construction of new walls, reconfiguration of floor layout and latrines, replacement of finishes, and infrastructure upgrades. Additional site work is required to meet accessibility standards and dispose of abandoned slabs. The total small business set-aside procurement has an estimated value between $500,000 and $1,000,000. The 210-day contract performance period will begin after notice to proceed. Bids are due on August 4, 2020 with an organized site visit scheduled for July 8, 2020. Interested parties must be registered in the System for Award Management and ensure their information is current. The point of contact for questions is the listed contract specialist.
View the file
Other files for this federal contract opportunity
Show all 12
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
CD-102
S
IT
E P
L A
N D
E M
O
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E O
F
A B C D E F
D a te
D e s c ri p ti o n
DPW
FORT HOOD TEXAS
n oi sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:1
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \C
D -1
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
T
NOTES:
LEGEND:
GT
DEMO GREASE TRAP
EXISTING TREE TO REMAIN
DEMO TREE
DEMO SHRUB/TREE
DEMO CONCRETE PAD/SHED
GT
KEY NOTES:
CONCRETE SLAB LEVEL.
REMOVE DRAIN/WATER LINE, CAP LINES, AND FILL TO
AND SOD.
DEMO DRIVE WAY PERP AREA FOR SIDE WALK
RESOD ALL AREAS WHERE GOUND WAS DISTURBED.4.
LINE CONNECTING TO GREASE TRAP. RESOD AREA.
DEMO AND FILL GREASE TRAP ON SOUTH SIDE. CAP ANY3.
DEMO ALL TREES/SHRUBS AS SHOWN.2.
DEMO ALL CONCRETE PADS/SHED AS SHOWN.1.
SCALE: 3/32" = 1'
N
0 4 8
SCALE (FEET)
CD
CD
SITE PLAN - DEMO
14008
C-101
SCALE: 3/32" = 1'
0 4 8
SCALE (FEET)
12N
R J
O N
E S
S
IT
E P
L A
N U
T
IL
IT
IE
S
SITE PLAN - UTILITIES
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:1
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \C -1
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
GT
ST
G
WCO
" C
R
T
WCO
WCOWCO
LEGEND:
W
WCO
G
F
T
ST
R
EXISTING TELECOMMUNICATION MANHOLE
EXISTING WASTEWATER VALVE
EXISTING WASTEWATER MANHOLE
EXISTING WASTEWATER CLEANOUT
EXISTING SANITARY SEWER EQUIPMENT
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING WATER METER
EXISTING GAS VALVE
EXISTING GAS REGULATOR
EXISTING COMMUNICATIONS PEDESTAL
EXISTING ELECTRIC METER
EXISTING RISER
EXISTING TRANSFORMER - POLE MOUNTED
EXISTING POWER POLE
EXISTING LIGHT POLE
EXISTING TRAFFIC SIGNAL
EXISTING FENCE LINE
EXISTING WATER LINE
EXISTING TELECOMMUNICATION DUCTBANK
EXISTING STORM DRAIN LINE
EXISTING SANITARY SEWER LINE
EXISTING GAS LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING OVERHEAD ELECTRIC LINE
EXISTING OVERHEAD COMMUNICATIONS LINE
E
C-102
IT
E P
L A
N I
M P
R O
V E
M E
N T S
SCALE: 3/32" = 1'
0 4 8
SCALE (FEET)
12N
SITE PLAN - IMPROVEMENTS
R J
O N
E S
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:1
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \C -1
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
NOTES:
LEGEND:
KEY NOTES:
NEW ADA PARKING STALL
NEW PARKING SPOT (AREA TO BE STRIPPED)
NEW CONSTRUCTION
NO PARKING ZONE (AREA TO BE STRIPPED)
SOUTH SIDE - FROM DOOR WAY TO STAIRS AND RAMP
NORTH SIDE - FROM ENTRY WAY TO STAIRS
APPLY CONCRETE DRESSING WITH ROOM FINISH ON LANDINGS:8.
TRIM TREES REMAINING AS SHOWN IN SITE PLAN.7.
SOD AREAS AFFECTED BY NEW CONSTRUCTION OR DEMOLITION.6.
INSTALL NEW SIDEWALK ON SOUTH SIDE OF BUILDING.5.
ACCORDINGLY.
REPAIR AND RESEAL ANY SLABS OR EXISTING SIDEWALK 4.
INSTALL NEW STAIRS ON THE SOUTH AND NORTH SIDE OF BUILDING.3.
INSTALL NEW RAMP ON SOUTH SIDE OF BUILDING.2.
SOUTH AND WEST PARKING LOT.
HATCH WIDTH AND SPACING TO MATCH A.D.A. LOADING ZONE IN
REPAINT DESIGNATED AREAS IN SOUTH AND WEST PARKING LOT.1.
CONCRETE TO EXISTING SLAB LEVEL
SEAL SANITARY LINE WITH 6" CONCRETE. FILL DRAIN WITH
WITH EXISTING CONCRETE BELOW DOOR THRESHOLD
INSTALL 2.5" FLOAT SELF LEVELING CONCRETE SHALL BE LEVEL
C
C
100'
98.78'
100'
98.2'
97'
97.8'97.6'97.4'97.1'96.9'
98'
C
C
98.5'
98.5'
98.2'
100'
C
C
C-501
J
H E
R N
A N
D E
Z
C
IV
IL
D
E T
A
IL
S
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:1
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \C -5
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 1/8" = 1'
SCALE (FEET)
0 8 164HANDICAPPED PARKING LAYOUT PLAN
C
A
GUTTER SEE
NEW CURB ANDWHITE STRIPES
PAINTED
NEW 4" WIDE
TERMINATE CURB, SEE
SIDEWALK
EXISTING CONCRETE
GUTTER
EXISTING CURB AND
SLOPE 1:12 MAX
NEW CONCRETE RAMP
5'-0"6'-0"
9'-0"9'-0"9'-0"
SCALE (FEET)
0 8 164CURB-RAMP SECTION
HANDICAPPED
NOT TO SCALE
4" THICK CONCRETE WALK
GUTTER LINE
SLOPE TO MEET
JOINT SEALANT
3/8" X 3/4"
CURB BEHIND VARIES
BUTT JOINT
EXISTING PAVEMENT
6'-0"
BORDER ON WHITE BACKGROUND
GREEN LETTERS, BLUE SYMBOL, &
BAKED ENAMEL
12" X 18" HANDICAP SIGN
APPLICABLE
WHITE BACKGROUND, WHERE
GREEN LETTERS & BORDER ON
BAKED ENAMEL
12" X 8" VAN-ACCESSIBLE SIGN
PARKING SPACE
FENCE IN FRONT OF ADA
INSTALL SIGN ONTO EXISTING3.
WITH ADA PARKING SPACE
SIGNS SHALL BE CENTERED2.
SHEETING ON 0.080 ALUMINUM.
SIGNS SHALL BE REFLECTIVE 1.
NOTES:
C
C
HANDICAP SIGNAGE
NOT TO SCALE
WELDED WIRE MESH
6" X 6" W2.9 X W2.9
DENSITY (ASTM D 1557)
OF MAXIMUM LABORATORY
COMPACTED TO AT LEAST 95%
4" AGGREGATE-BASE COURSE
(ASTM D 1557)
LABORATORY DENSITY
TO AT LEAST 90% OF MAXIMUM
6" RAW SUBGRADE COMPACTED
JOINT FILLER
EXPANSION
PREMOLDED
1/8" R
0'-1/8"
/4
0'-1/2"
SCALE (FEET)
0 8 164
C
C
SIDEWALK DETAILS
NOT TO SCALE
SCALE (FEET)
0 8 164
C
C
NOT TO SCALE
CONCRETE CURB AND GUTTER
NO. 3 BAR
NO. 3 BAR
GUTTER LINE
TOE OF GUTTER
NO. 3 BAR
0'-5 1/2"
/2
0'-2 1/2"
1'-5"0'-7"
2'-0"
0'-4"
/4
/4
SCALE (FEET)
0 8 164
C
C
NOT TO SCALE
CURB TERMINAL DETAIL
CONTRACTION JOINT EXPANSION JOINT
SECTION
TOP OF TOE
FACE OF CURB
TOP OF CURB
C
C
C
C
C
C
NO. 3 BARS CONTINUOUS
5'-0" 6'-0"
/4
JOINT
CONTRACTION
ACCESSIBLE
VAN
PARKING
RESERVED
C-502
H E
R N
A N
D E
Z
C
IV
IL
D
E T
A
IL
S I I
NOTES:
NEW HANDRAILS/GUARDRAILS.
CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR1.
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:2
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \C -5
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
(A) STAIRS
5'-0" MAX.
(B) RAMPS
SCALE: 3/4" = 1'
20 4
SCALE (FEET)
HANDRAIL HEIGHT
C
C
C
C
(1
M
IN
V A
R
IE
S
1'-0"
SCALE: 3/4" = 1'502
C
C
3 ADA RAMP DETAIL 20 4
SCALE (FEET)
AS INDICATED
AS INDICATED
@ 16" O.C TYP
#3 DWLS
MEETS STRUCTURE.
GROUT SEAM WHERE PIPE
EXTERIOR EDGE
1" CHAMFER ON
EXISTING GRADE
@ 16" O.C TYP
#4 DOWELS
UNDISTURBED SOIL
EXISTING
CRUSH STONE
COMPACTED 4"
SELECTED FILL
COMPACTED
MATCH SLOPE
AND BEVELED TO
SLEEVE WITH TOP
1 1/2" GALV. PIPE
RATED SILICON
SEAL WITH EXTERIOR
C O
N C
R E
T E
N E
W /E
X
IS
T
IN
G
SCALE: 1 1/2" = 1'
.50 1 2
SCALE (FEET)
HANDRAIL MOUNTING
GENERAL NOTES:
CAULKING.
AT LEAST 6", SEAL AROUND OPENING WITH EXTERIOR RATED SILCON
MOUNT HANDRAILS AND GUARDRAILS INTO NEW/EXISTING CONCRETE1.
C-503
H E
R N
A N
D E
Z
N O
R T
H R
A M
P S
T A
IR
S
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:2
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \C -5
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
GENERAL NOTES:
SCALE: 1/4" = 1'
80 4
SCALE (FEET)
12NORTH RAMP/STAIR PLAN
SCALE: 1/4" = 1'
80 4
SCALE (FEET)
12NORTH RAMP/STAIR ELEVATION SCALE: 1/4" = 1'
80 4
SCALE (FEET)
12STAIR SECTION2
N
O S
IN
G
T Y
P
C
C
GUARDRAIL
GUARDRAIL
C
C
KEY NOTES:
EXISTING SIDEWALK WILL NEED TO BE REPAIRED AND RESEALED.5.
NEW SIDEWALK SHALL HAVE A 1:20 SLOPE.4.
SHALL ABIDE BY INTERNATIONAL BUILDING CODE.
HANDRAILS SHALL TRANSITION INTO GUARD RAILS. GUARD RAILS
ANYWHERE LANDING IS 30" OR HIGHER ABOVE GRADE BELOW.3.
SHALL BE AT 0'-4", 2'-0", AND 3'-0" A.F.F. PER 2012 ADA CODE.
NEW HANDRAILS SHALL BE AS SHOWN. TOP OF RAILS AT STAIRS2.
SILCON.
CONCRETE CONSTRUCTION. FILL GAPS WITH EXTERIOR RATED
S.W. 7027 WELL-BRED BROWN. CAST HANDRAILS INTO NEW
THIS DRAWING. NEW HANDRAILS SHALL BE PAINTED TO MATCH
INSTALL NEW STAIRS, HAND RAILS AND SIDEWALK AS SHOWN ON1.
1 FLOOR LEVEL WITH A 1:20 SLOPE FROM THE DOOR.
EXISTING LANDING SHALL BE RAISED TO THE BUILDING'S
C
C
C
A
C-504
H E
R N
A N
D E
Z
S O
U T
H R
A M
P S
T A
IR
S
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:2
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \C -5
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 1/4" = 1'
80 4
SCALE (FEET)
12SOUTH RAMP/STAIR PLAN
SCALE: 1/4" = 1'
80 4
SCALE (FEET)
12SOUTH RAMP/STAIR ELEVATION
C
C
C
C
C
C
C
C
C-505
H E
R N
A N
D E
Z
R A
M P S
T A
IR
S
E C
T
IO
N
NOTES:
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:2
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \C -5
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 1/2" = 1'
1 RAMP SECTION 20 4
SCALE (FEET)
SCALE: 1/2" = 1'
20 4
SCALE (FEET)
6STAIR SECTION2
SHALL ABIDE BY INTERNATIONAL BUILDING CODE.
HANDRAILS SHALL TRANSITION INTO GUARD RAILS. GUARD RAILS
ANYWHERE LANDING IS 30" OR HIGHER ABOVE GRADE BELOW.6.
SHALL BE AT 0'-4", 2'-0", AND 3'-0" A.F.F. PER 2012 ADA CODE.
NEW HANDRAILS SHALL BE AS SHOWN. TOP OF RAILS AT RAMP5.
OR SIMILAR.
REFINSH STAIRS AND RAMPS (TOP AND SIDES) WITH 1/4" ARDEX CD4.
CONCRETE.
CONCRETE, FILLS GAPS WITH EXTERIOR RATED SILICON TO MATCH
WELL- BRED BROWN. CAST HANDRAILS INTO EXISTING/NEW
DRAWING. NEW HANDRAILS SHALL BE PAINTED TO MATCH S.W. 7027
INSTALL NEW RAMP, STAIRS AND HAND RAILS AS SHOWN ON THIS 3.
BUILDING USING ARDEX ERM OR SIMILAR.
REPAIR DAMAGE TO EXISTING CONCRETE ON SOUTH SIDE OF1.
"3
5'-4"8'-7"5'-5"
4'-0"
10'-0"
N
O S
IN
G
T Y
P
C
C
C
C-506
R J
O N
E S
A W
N
IN
G D
E T
A
IL
S
NOTES:
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:2
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \C -5
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
/2
7'-8"
1'-6 1/4 " 1'-5 1/2 " 1'-5 1/2 " 1'-5 1/2 " 1'-5 3/8 "
3'-4 5/8 " 3'-4 5/8 "0'-6 3/8 " 0'-4 3/8 " 4'-0"
/2
/2
8'-8 1/2"
11'-10"
ON E.I.F.S SYSTEM.
INSTALLATION PROCEDURES FOR INSTALLING NEW AWNING
WITH E.I.F.S MANUFACTURER TO DETERMINE THE PROPER
PRE-ENGINEERED AWNING SIMILAR TO DRAWING. COORDINATE1.
SCALE: 1" = 1'
0 1 2
SCALE (FEET)
.5DOOR AWNING
A
C
SCALE: 1" = 1'
0 1 2
SCALE (FEET)
.5
C
C
DOOR AWNING SECTION
C
AD-101
J
O N
E S
D E
M O
L
IT
IO
N F
L O
O R P
L A
N
N
P1
MECHANICAL ROOM.
ALL EXISTING FLOOR FINISH SHALL BE DEMO'D EXCEPT FOR THE
ASSUME EXISTING FLOOR HAS ASBESTOS, ABATE ACCORDINGLY.2.
AND WATER RESISTANT BACKER BOARD IN RESTROOMS.
HAS ASBESTOS. ABATE ACCORDINGLY AND INSTALL NEW 5/8" GWB
ASSUME INTERIOR PAINT AND PLASTOR ON INTERIOR CMU WALLS1.
NOTES:
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:3
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A
D -1
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
P1
P
P
SCALE: 1/4" = 1'
80 4
SCALE (FEET)
P1
DEMO LOUVER
WALLS TO REMAIN
DEMO URINAL
DEMO SINK
DEMO TOILET
DEMO AIR DUCT
DEMO PANEL
DEMO INTERIOR/EXTERIOR WALL
DEMO WINDOW
DEMO DOOR
LEGEND:
17'-6"21'-2"6'-0"6'-0"5'-10"26'-6"
8'-4"5'-0"25'-0"17'-0"12'-8"15'-0"
5'-2 7/8 "4'-9 3/4 "3'-5 1/4 "10'-7"
8'-10"8'-8"23'-7"3'-7"23'-5"14'-11"
1'-4"
22'-1"14'-11" 9 /8
DEMOLITION FLOOR PLAN
P1
P
P1
AD-201
D E
M O E
L E
V A
T
IO
N P
L A
N R J
O N
E S
NOTES:
PUTTIES WHICH WILL BE PRESUMED ACM.
(TUBE STEEL AND WINDOW FRAMES)., AND ANY CAULKINGS/
BUT NOT LIMITED TO 2" X 4" WOOD NAILERS, METAL FRAMES
REMOVE EXISTING WINDOW/WINDOW SYTEMS. THIS INCLUDES3.
SYSTEM.
LEAD BASED. ABATE ACCORDINGLY. REPAINT TO MATCH EIFS
ASSUME PAINT ON FENCE AND CANOPY ON THE WEST SIDE IS2.
AND LOUVERS.
REMOVE EXISTING DOORS, DOOR HARDWARE, DOOR FRAMES,1.
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:3
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A
D -2
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 1/8" = 1'
SCALE (FEET)
0 8 164FRONT ELEVATION
SCALE: 1/8" = 1'
SCALE (FEET)
0 8 164REAR ELEVATION
SCALE: 1/8" = 1'
SCALE (FEET)
0 8 164RIGHT ELEVATION
SCALE: 1/8" = 1'
SCALE (FEET)
0 8 164LEFT ELEVATION
SCALE: 1/8" = 1'
SCALE (FEET)
0 8 164RIGHT ELEVATION WITH FENCE
FLOOR LINE
BRICK
BOTTOM OF
8'-8"
WINDOW
TOP OF
13'-6 3/4"
T.O.S
FLOOR LINE
BRICK
BOTTOM OF
8'-8"
WINDOW
TOP OF
13'-6 3/4"
T.O.S
FLOOR LINE
BRICK
BOTTOM OF
8'-8"
WINDOW
TOP OF
13'-6 3/4"
T.O.S
FLOOR LINE
BRICK
BOTTOM OF
13'-6 3/4"
T.O.S
FLOOR LINE
BRICK
BOTTOM OF
8'-8"
WINDOW
TOP OF
13'-6 3/4"
T.O.S
A-101
L
O O
R P
L A
N R J
O N
E S
N
NOTES: LEGEND:
RECESSED CABINETS.
INSTALL 2 NEW 10LB ABC RATED FIRE EXINGUISHERS IN SEMI-6.
FOR DETAILS.
INSTALL NEW INTERIOR SIGNAGE AT ALL DOORS. SEE A-5015.
AS IT EXISTS NOW WHILE MEETING NEW ATFP REQUIREMENTS.
DETAILS INTENT IS TO KEEP THE WINDOW DESIGN THE SAME
INSTALL NEW WINDOWS. SEE A-604 FOR WINDOW SCHEDULE/4.
INSTALL NEW FINISHES PER FINISH SCHEDULE ON A-602.3.
BE ALTERED TO FIT A 36" X 84" DOOR WITH 2" FRAME.
INSTALLD IN CMU WALLS ON EXISTING OPENINGS SHALL
INSTALL ALL NEW DOORS AND FRAMES. DOORS BEING2.
CONSTRUCT NEW WALLS WHERE SHOWN.1.
KEY NOTES:
AND NP1 OR TRANSITION STRIP.
AS-BUILD DRAWINGS FOR DETAILS. FILL WITH BACKER ROD
CLEAN AND REPAIR APPROX. 43 - LF OF EXISTING JOINT. SEE
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:3
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -1
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 1/4" = 1'
80 4
SCALE (FEET)
12FLOORPLAN
A A
F
A
C
A
A A A
A A
A
A
A
A
A A
A
A
A
A
A
A
104105 103
109 110 111 112 113
A
B
ROOM
BOILER
ROOM
BREAK
ROOM
REST
ROOM
REST
OFFICE
OFFICE
OFFICE
ROOM
JANITOR
OFFICE
OFFICE
ENTRY
ENTRY
COVD.
OFFICE
OPEN
ROOM
CONFERENCE
OFFICE
OFFICE
VESTIBULE
ROOM
COMMS
STORAGE
COVERED PATIO
F E
C
FEC
DRAIN
FLOOR
9'-9"10'-2"17'-11 3/4 "
17'-7"
11'- 5/8 " 9'-10"
1'-1"
9'-10" 11'-0" 10'-11" 5'-4" 8'-2 3/4 "
/4
/8
D
E
E GH D
D
D
D
D
D
D
B
NEW LOUVER
E
J
D D D D D
B
I I I
J I
I J
I I I I I I I I
C C C C B
A A A A
CCDDE
A
C
C
C
C
K
L
108A
108B
THIN SET BRICK
EXISTING INTERIOR WALL TO REMAIN
EXISTING EXTERIOR WALL TOP REMAIN
NEW INTERIOR WALL (SEE WALL TYPES A-301)
NEW EXTERIOR WALL
NEW WINDOW
NEW DOOR AND FRAME
4'- 1/4 "15'-7 3/8 "4'-11"4'- 1/4 "9'-8 3/4 "
/4
/4
/2
/4
DRAIN
FLOOR
DRAIN
FLOOR
A-102
E
F L E
C T
E D C
E
IL
IN
G P
L A
N
R J
O N
E S
N
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:3
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -1
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 1/4" = 1'
80 4
SCALE (FEET)
12REFLECTED CEILING PLAN
SEE DETAILS ON A-503 FOR CEILING SUSPENSION SYSTEMS.3.
DEMO ALL EXISTING LIGHT FIXTURES/CEILING.2.
TO BE AT 9'-0" A.F.F.
INSTALL NEW CEILINGS AS/WHERE SHOWN. ALL CEILINGS ARE1.
NOTES:
LEGEND:
NEW EXHAUST FAN
NEW SUPPLY DIFFUSER
NEW RETURN GRILL
2' X 2' ACOUSTICAL CEILING
HARDLID CEILING
NEW LIGHT FIXTURE
NEW 6" CIRCULAR LIGHT FIXTURE
NEW 2' X 4' FLOURESCENT LIGHT STRIP
A-201
L E
V A
T
IO
N P
L A
N R J
O N
E S
NOTES:
(254-227-2619).
THE AUTHORIZED INSTALLER. COORDINATE WITH ZACK CROSS
ALL ROOF REPAIRS AND MODS WILL HAVE TO BE APPROVED BY11.
POWER WASH EXISTING ENTRY WAY ON THE NORTH SIDE.10.
BOOTS. ABATE ACCORDINGLY. MATCH EXISTING OR EQUIVALENT.
REMOVE AND REPLACE GUTTERS/DOWNSPOUTS/DOWNSPOUT/9.
MANUFACTURER SPECIFICATIONS.
PERPARE EXTERIOR WALLS AND INSTALL NEW EIFS SYSTEM PER8.
MATCH EXISTING OR REPLACE WITH SUITABLE EQUIVALENT.
REMOVE AND REPLACE ALL EXTERIOR AND EGRESS LIGHTING,7.
INSTALL NEW LOUVERS WHERE SHOWN.6.
INSTALL NEW HOLLOW METAL DOORS AND FRAMES, SEE A-603.5.
MASONARY WALL. CANOPY SHALL MATCH E.I.F.S. SYSTEM.
SHALL BE INTEGRATED AND SUPPORTED BY THE EXISTING
INSTALL NEW CANOPY WHERE SHOWN, SEE C-506 FOR DETAILS.4.
SEE A-604 FOR WINDOW SCHEDULE.
INSTALL NEW WINDOW IN NEW EXTERIOR WALL WHERE SHOWN.3.
WINDOW SCHEDULE.
DRAWING AD-101 FOR ADDITIONAL INFORMATION. SEE A-604 FOR
INSTALL NEW WINDOW IN EXISTING MASONARY OPENING. SEE2.
INSTALL NEW EXTERIOR WALL ADDITION. SEE DETAILS ON A-301.1.
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:3
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -2
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 1/8" = 1'
SCALE (FEET)
0 8 164FRONT ELEVATION
SCALE: 1/8" = 1'
SCALE (FEET)
0 8 164REAR ELEVATION
SCALE: 1/8" = 1'
SCALE (FEET)
0 8 164RIGHT ELEVATION
SCALE: 1/8" = 1'
SCALE (FEET)
0 8 164LEFT ELEVATION
FLOOR LINE
STUCCO
BOTTOM OF
FLOOR LINE
STUCCO
BOTTOM OF
FLOOR LINE
STUCCO
BOTTOM OF
FLOOR LINE
STUCCO
BOTTOM OF
SCALE: 1/8" = 1'
SCALE (FEET)
0 8 164RIGHT ELEVATION WITH FENCE
FLOOR LINE
STUCCO
BOTTOM OF
8'-8"
WINDOW
TOP OF
13'-6 3/4"
T.O.S
13'-6 3/4"
T.O.S
8'-8"
WINDOW
TOP OF
13'-6 3/4"
T.O.S
8'-8"
WINDOW
TOP OF
13'-6 3/4"
T.O.S
8'-8"
WINDOW
TOP OF
13'-6 3/4"
T.O.S
A
C
A
C
METAL GUTTER OBSURE GLASS NEW CANOPY
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM
(TYPICAL)
BRICK SILL
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM METAL GUTTER THIN SET STONE
BOOT (TYPICAL)
NEW C.I.
THIN SET STONE
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM METAL GUTTER
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM METAL GUTTERTHIN SET STONE
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM METAL GUTTER
(TYPICAL)
NEW DOWNSPOUTS
A-301
W A
L L T
Y P
E S I
J
H E
R N
A N
D E
Z
NOTE: 1 HOUR FIRE RATED
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:3
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -3
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5/8" GAP
SCALE: 1" = 1'101
A
F WALL TYPE F 0 1 2
SCALE (FEET)
.5
A
SCHEDULED
CEILING AS
16" O.C.
2X 3-5/8" STUDS
(BOTH SIDES)
5/8" GWB
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5/8" GAP
SCALE: 1" = 1'101
A
G WALL TYPE G 0 1 2
SCALE (FEET)
.5
A
SCHEDULED
CEILING AS
(BOTH SIDES)
5/8" GWB
8" CMU BLOCK
EXISTING
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5/8" GAP
SCALE: 1" = 1'101
A
H WALL TYPE H 0 1 2
SCALE (FEET)
.5
A
SCHEDULED
CEILING AS
STUDS 16" O.C.
2" METAL
16" O.C.
2X 3-5/8" STUDS
(BOTH SIDES)
5/8" GWB
8" CMU BLOCK
EXISTING
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5/8" GAP
SCALE: 1" = 1'101
A
E WALL TYPE E 0 1 2
SCALE (FEET)
.5
A
STUDS 16" O.C.
2" METAL
(BOTH SIDES)
5/8" GWB
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5/8" GAP
SCALE: 1" = 1'101
A
C WALL TYPE C 0 1 2
SCALE (FEET)
.5
A
SCHEDULED
CEILING AS
STUDS 16" O.C.
2" METAL
(BOTH SIDES)
5/8" GWB
8" CMU BLOCK
EXISTING
STRUCTURE
@4' O.C.
BRACING
SCHEDULED
CEILING AS
(BOTH SIDES)
5/8" GWB
STUDS 16" O.C.
3-5/8" METAL
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5/8" GAP
SCALE: 1" = 1'101
A
A WALL TYPE A 0 1 2
SCALE (FEET)
.5
A
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
SCALE: 1" = 1'101
A
B WALL TYPE B 0 1 2
SCALE (FEET)
.5
A
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5/8" GAP
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
SCHEDULED
CEILING AS
STUDS 16" O.C.
6" METAL
STRUCTURE
EXISTING ROOF
BOTH SIDES
SEALANT
ACOUSTIC
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
SCALE: 1" = 1'101
A
D WALL TYPE D 0 1 2
SCALE (FEET)
.5
A
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5/8" GAP
SCHEDULED
CEILING AS
5/8" GWB
STUDS 16" O.C.
2" METAL
MANUFACTURERS SPECS
EIFS SYSTEM PER
STRUCTURE
EXISTING ROOF
4" VENEER BRICK
EXISTING
8" CMU BLOCK
EXISTING
BATTS FULL HEIGHT
3" SOUND ATTENUATION
BATTS FULL HEIGHT
ATTENUATION
3" SOUND
5/8" GWB
5/8" CEMENT BOARD
BATT FULL HEIGHT
ATTENUATION
2X 3" SOUND
BATT FULL HEIGHT
ATTENUATION
2X 3" SOUND
0'-8"
0'-11"
0'-8"
0'-9"
0'-8"
0'-9"
0'-8"
0'-11"
0'-8"
1'-1 1/4 "
1'-0"
1'-2 5/8 "
0'-7"0'-5"
MANUFACTURERS SPECS
EIFS SYSTEM PER
STRUCTURE
EXISTING ROOF
SCHEDULED
CEILING AS
8" CMU BLOCK
EXISTING
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
STRUCTURE
EXISTING ROOF
STRUCTURE
EXISTING ROOF
STRUCTURE
EXISTING ROOF
STRUCTURE
EXISTING ROOF
A-302
A
L L T
Y P
E S I I
J
H E
R N
A N
D E
Z
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:4
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -3
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
SCALE: 1" = 1'101
A
J WALL TYPE J 0 1 2
SCALE (FEET)
.5
A
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5/8" GAP
SCHEDULED
CEILING AS
5/8" GWB
STRUCTURE
EXISTING ROOF
8" CMU BLOCK
EXISTING
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
SCALE: 1" = 1'101
A
K WALL TYPE K 0 1 2
SCALE (FEET)
.5
A
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5/8" GAP
SCHEDULED
CEILING AS
5/8" GWB
MANUFACTURERS SPECS
EIFS SYSTEM PER
STRUCTURE
EXISTING ROOF
8" CMU BLOCK
EXISTING
SET BRICK
1-1/2" THIN
FLOOR
SCALE: 1" = 1'101
A
L WALL TYPE L 0 1 2
SCALE (FEET)
.5
A
MANUFACTURERS SPECS
EIFS SYSTEM PER
STRUCTURE
EXISTING ROOF
8" CMU BLOCK
EXISTING
(BOTH SIDES)
SET BRICK
1-1/2" THIN
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
SCALE: 1" = 1'101
A
I WALL TYPE I 0 1 2
SCALE (FEET)
.5
A
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5/8" GAP
SCHEDULED
CEILING AS
5/8" GWB
MANUFACTURERS SPECS
EIFS SYSTEM PER
STRUCTURE
EXISTING ROOF
8" CMU BLOCK
EXISTING
4" VENEER BRICK
EXISTING
SCHEDULED
CEILING AS
STUDS 16" O.C.
3-5/8" METAL
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
SCALE: 1" = 1'101
A
P WALL TYPE P 0 1 2
SCALE (FEET)
.5
A
5/8" GWB
STRUCTURE
EXISTING ROOF
ON RESTROOM SIDE
BACKER BOARDS
MOISTURE RESISTANT
FULL HEIGHT
ATTENUATION BATTS
3" SOUND ON A-401
SEE DETAILS
CERAMIC TILE
BOTH SIDES
ACOUSTIC SEALANT
SCHEDULED
CEILING AS
STUDS 16" O.C.
3-5/8" METAL
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
SCALE: 1" = 1'101
A
M WALL TYPE M 0 1 2
SCALE (FEET)
.5
A
5/8" FRP
STRUCTURE
EXISTING ROOF
ON RESTROOM SIDE
BACKER BOARDS
MOISTURE RESISTANT
FULL HEIGHT
ATTENUATION BATTS
3" SOUND ON A-401
SEE DETAILS
CERAMIC TILE
BOTH SIDES
ACOUSTIC SEALANT
SCHEDULED
CEILING AS
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
SCALE: 1" = 1'101
A
N WALL TYPE N 0 1 2
SCALE (FEET)
.5
A
5/8" FRP
STRUCTURE
EXISTING ROOF
ON RESTROOM SIDE
BACKER BOARDS
MOISTURE RESISTANT
FULL HEIGHT
ATTENUATION BATTS
3" SOUND ON A-401
SEE DETAILS
CERAMIC TILE
STUDS 16" O.C.
6" METAL
BOTH SIDES
ACOUSTIC SEALANT
SCHEDULED
CEILING AS
STUDS 16" O.C.
3-5/8" METAL
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
SCALE: 1" = 1'101
A
O WALL TYPE O 0 1 2
SCALE (FEET)
.5
A
STRUCTURE
EXISTING ROOF
FULL HEIGHT
ATTENUATION BATTS
3" SOUND ON A-401
SEE DETAILS
CERAMIC TILE
BOTH SIDES
ACOUSTIC SEALANT
ON RESTROOM SIDE
BACKER BOARDS
MOISTURE RESISTANT
0'-5"0'-4 3/8 " 0'-4 3/8 "0'-7"0'-5"
1'-0"
1'- 5/8 "
0'-8" 0'-8"
0'-9 5/8 "
0'-8"
1'-0"
L L T
Y P
E S I
II
J
H E
R N
A N
D E
Z
A-303
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:4
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -3
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCHEDULED
CEILING AS
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
SCALE: 1" = 1'101
A
Q WALL TYPE Q 0 1 2
SCALE (FEET)
.5
A
5/8" GWB
STRUCTURE
EXISTING ROOF
ON RESTROOM SIDE
BACKER BOARDS
MOISTURE RESISTANT
FULL HEIGHT
ATTENUATION BATTS
3" SOUND ON A-401
SEE DETAILS
CERAMIC TILE
STUDS 16" O.C.
6" METAL
BOTH SIDES
ACOUSTIC SEALANT
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
SCALE: 1" = 1'101
A
R WALL TYPE R 0 1 2
SCALE (FEET)
.5
A
SCHEDULED
CEILING AS
1'-0"
1'- 5/8 "
MANUFACTURERS SPECS
EIFS SYSTEM PER
4" VENEER BRICK
EXISTING
8" CMU BLOCK
EXISTING
ON A-401
SEE DETAILS
CERAMIC TILE
ACOUSTIC SEALANT
SCHEDULED
CEILING AS
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
SCALE: 1" = 1'101
A
T WALL TYPE T 0 1 2
SCALE (FEET)
.5
A
STRUCTURE
EXISTING ROOF
FULL HEIGHT
ATTENUATION BATTS
3" SOUND
STUDS 16" O.C.
6" METAL
BOTH SIDES
ACOUSTIC SEALANT
(BOTH SIDES)
BACKER BOARDS
MOISTURE RESISTANT
ON A-401 (BOTH SIDES)
CERAMIC TILE SEE DETAILS
SCHEDULED
CEILING AS
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
SCALE: 1" = 1'101
A
S WALL TYPE S 0 1 2
SCALE (FEET)
.5
A
STRUCTURE
EXISTING ROOF
FULL HEIGHT
ATTENUATION BATTS
3" SOUND
STUDS 16" O.C.
6" METAL
BOTH SIDES
ACOUSTIC SEALANT
(BOTH SIDES)
BACKER BOARDS
MOISTURE RESISTANT
ON A-401 (BOTH SIDES)
CERAMIC TILE SEE DETAILS
0'-7"
BACKER BOARD
MOISTURE RESISTANT
0'-5" 0'-7"STRUCTURE
EXISTING ROOF
A-401
H E
R N
A N
D E
Z
GENERAL NOTES:
CABINET NOTES:
ESPRESSO 9191SN (5) OR EQUIVALENT.
COUNTERTOP SHALL BE WILSONART SOLID SURFACE SONATA3.
HARDWARE SHALL BE NICKEL FINISH.2.
HARDWOOD FOR FRAMES AND DOORS.
CABINET SHALL BE HARDWOOD PLYWOOD WITH SOLID1.
KEY NOTES:
32" X 32" A.D.A. COMPLIANT SHOWER BASE.
BENCH SHALL BE MADE FOR WET AREAS.
36" X 12" X 16" LOCKER ROOM BENCH "PHENOLIC SLATTED TEAK".
SLATTED TEAK" OR EQUIVALENT.
28" x 15" A.D.A. COMPLIANT FOLDING BENCH "PHENOLIC
OF PAPER TOWELS).
OR EQUIVALENT (MUST BE COMPATIBLE WITH THE SAME TYPE
PAPER TOWEL DISPENSER. GEORGIA-PACIFIC: MODEL 54338
1'-6" X 4' MIRRIOR OVER SINK
OF LIQUID SOAP).
EQUIVALENT (MUST BE COMPATIBLE WITH THE SAME TYPE
LIQUID SOAP DISPENSER. GRAINGER: MODEL 9330-91 OR
OF TOILET PAPER).
EQUIVALENT (MUST BE COMPATIBLE WITH THE SAME TYPE
TOILET PAPER DISPENSER. TOUGH GUY: MODEL 22LC65 OR
TOWEL HOOK - STAINLESS STEEL
B R
E A
K R
O O
M E
N L
A R
G E
D L
A T
R
IN
E
HEIGHTS.
TOILETS AND URINALS PER A.D.A. GUILDLINES FOR MOUNTING
PLUMBING CODE. SEE P-101 FOR PLUMBING PLAN. INSTALL
SHEET PROVIDE ADEQUATE SUPPLY AND VENTING PER
INSTALL NEW PLUMBING FIXTURES WHERE SHOWN ON THIS8.
INSTALL PER A.D.A GUILDLINES.
PROPER SUPPLY AND WASTE SIZING PER MANUFACTURER
INSTALL NEW HI-LO DRINKING FOUNTAIN WHERE SHOWN. ENSURE7.
INSTALL A.D.A COMPLIANT SEAT WITH BLOCKING AS WELL.
MEET A.D.A. REQUIRED SUPPORTIVE STRENGTH. IN SHOWER,
BARS WHERE SHOWN. PROVIDE BLOCKING AS NECESSARY TO
IN LATRINES AND SHOWERS INSTALL A.D.A. COMPLIANT GRAB6.
INSTALLED PER THE LATRINE OR SHOWER TILE LAYOUTS BELOW.
NEW WALLS PREPPED TO RECIEVE NEW TILE, NEW TILE 5.
TURN ON/OFF WITH LIGHTS.
ENSURE EACH LATRINE HAS AN EXHAUST FAN. FANS SHOULD4.
FINISH CURB TO MATCH SHOWER FLOOR.
ABRASIVE TEXTURE FOR SLIP RESISTANCE PER ADA GUILDLINES.
TOWARD SHOWER DRAIN. FINISH SHOWER FLOOR S WHITE WITH
INSTALL 4" X 4" CURB AT EACH SHOWER. SLOPE SHOWER FLOOR 3.
GUILDLINES.
INSTALL ADJUSTABLE HEIGHT SHOWERHEAD PER A.B.A.2.
TEXTURE)
S.W. 7008 ALABASTER (ORANGE PEELWALL PAINT -
(CHECKERBOARD PATTERN)
ELEMENT TAN SPECKLE
2" X 2" ARTISAN BROWN SPECKLE ANDFLOOR TILE -
K111 BLACK (SEMI-GLOOS)TILE BULLNOSE -
K111 BLACK (SEMI-GLOSS)TILE COVER BASE -
K111 BLACK (SEMI-GLOSS)ACCENT TILE #2 -
0171 CITYLINE KOHL (SEMI-GLOSS)ACCENT TILE #1 -
0144 ARTISAN BROWN (SEMI-GLOSS)FIELD TILE -
TILE COLORS ARE AS FOLLOWS (DAL TILE OR SIMILAR FOR TILE):
TILE PATTERN ARE TYPICAL AS SHOWN ON DETAIL 3 BELOW1.
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:4
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -4
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 1/2" = 1'401
A
20 4
SCALE (FEET)
6TILE LAYOUT DETAILS
A
/8
/2
/8
/8
6'-7 3/4 "7'-7"5'-11"
3'-6"6'-3 3/8 "1'-1"9'-5 3/4 "
6" X 6" ACCENT TILE #1
6" X 6" FIELD TILE
3" CERAMIC COVE BASE
6" X 6" ACCENT TILE #2
6" X 6" ACCENT TILE #1
6" X 6" FIELD TILE
PAINTED GREENBOARD
3" CERAMIC BULL NOSE
6" X 6" ACCENT TILE #1
6" X 6" FIELD TILE
3" CERAMIC COVE BASE
1'-7 1/2 "1'-7 1/2 "
1'-6 1/2 "1'-6 1/2 "1'-6 1/2 "1'-6 1/2 "
1'-6 1/4 "
3'-4"6'-2 1/4 "3'-5 1/2 "
SCALE: 1/2" = 1'401
A
20 4
SCALE (FEET)
6CABINET DETAIL
A
LATRINE TILE LAYOUT SHOWER TILE LAYOUT
"7
SCALE: 1/2" = 1'401
A
20 4
SCALE (FEET)
6SHOWER ELEVATION
A
USER
FRIG BY
USER
FRIG BY
ROOM
REST
ROOM
REST
ROOM
JANITOR
ROOM
BREAK
FULL HEIGHT
SHOWER TILE
FULL HEIGHT
SHOWER TILE
M N
NN
OO
P
P PPP
Q
PP
R R SS
T U
SCALE: 1/2" = 1'101
A
20 4
SCALE (FEET)
6ENLARGED LATRINE/SHOWER
A-501
IN
D O
W D
E T
A
IL
S
R J
O N
E S
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:4
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -5
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 3" = 1'101
A
A
1.50
SCALE (FEET)
.25WINDOW HEAD DETAIL
SCALE: 3" = 1'101
A
A
1.50
SCALE (FEET)
.25WINDOW SILL DETAIL
SCALE: 3" = 1'101
A
A
1.50
SCALE (FEET)
.25WINDOW JAMB DETAIL
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM
PLANE
BARRIER AND DRAINAGE
SECONDARY MOISTURE
HEAD, JAMB, & SILL
WRAPPED AROUND
STRIP FLASHING
PROTECTOWRAP
6" PEEL & STICK
WEEPS AT 24" O.C.
BACKER ROD WITH
SEALANT OVER
BACKER ROD
SEALANT OVER
EXISTING VENEER WALL
EXISTING CMU WALL
SEE A-101
(IN SOME AREAS)
NEW 2' METAL STUD WALL
(IN SOME AREAS)
RESISTANT BACK BOARD
NEW 5/8" GWB/WATER
BLOCKING
BACKER ROD & SEALANT
SCHEDULE
PER WINDOW
BACKER ROD
SEALANT OVER
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM
PLANE
BARRIER AND DRAINAGE
SECONDARY MOISTURE
HEAD, JAMB, & SILL
WRAPPED AROUND
STRIP FLASHING
PROTECTOWRAP
6" PEEL & STICK
WEEPS AT 24" O.C.
BACKER ROD WITH
SEALANT OVER
EXISTING VENEER WALL
EXISTING CMU WALL
SEE A-101
(IN SOME AREAS)
NEW 2' METAL STUD WALL
(IN SOME AREAS)
RESISTANT BACK BOARD
NEW 5/8" GWB/WATER
SHIM
SEALANT
SCHEDULE
PER WINDOW
BACKER ROD
SEALANT OVER
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM
PLANE
BARRIER AND DRAINAGE
SECONDARY MOISTURE
HEAD, JAMB, & SILL
WRAPPED AROUND
STRIP FLASHING
PROTECTOWRAP
6" PEEL & STICK
SEALANT
SCHEDULE
PER WINDOW
EXISTING VENEER WALL
EXISTING CMU WALL
SEE A-101
(IN SOME AREAS)
NEW 2' METAL STUD WALL
(IN SOME AREAS)
RESISTANT BACK BOARD
NEW 5/8" GWB/WATER
A-502
D O
O R D
E T
A
IL
S J
H E
R N
A N
D E
Z
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:4
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -5
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
FLOOR LINE
FLOOR LINE
SCALE: 3" = 1'101
A
1.50
SCALE (FEET)
.25DOOR 101 DETAIL
SCALE: 3" = 1'101
A
1.50
SCALE (FEET)
.25DOOR 114B, 120, 108 DETAIL
A
A
METAL LATH
SCHEDULED
WINDOW AS
SCHEDULED
WINDOW AS
SCHEDULED
DOOR AS
THRESHOLD
6" METAL
SCHEDULED
WINDOW AS
SCHEDULED
WINDOW AS
SCHEDULED
DOOR AS
THRESHOLD
METAL INTERLOCKING
BACKER ROD
SEALANT OVER
WEEPS AT 24" O.C.
BACKER ROD WITH
SEALANT OVER
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM
PLANE
BARRIER AND DRAINAGE
SECONDARY MOISTURE
TRANSOM & JAMB
WRAPPED AROUND
STRIP FLASHING
PROTECTOWRAP
6" PEEL & STICK
EXISTING VENEER WALL
EXISTING CMU WALL
SEE A-101
(IN SOME AREAS)
NEW 2" METAL STUD WALL
NEW 5/8" GWB
SHIM
SEALANT
PLASTER
EXISTING 3/4"
A-503
H E
R N
A N
D E
Z
W A
L L S
E C
T
IO
N S
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:4
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -5
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 3" = 1'101
A
1.50
SCALE (FEET)
.25
SCALE: 3" = 1'101
A
1.50
SCALE (FEET)
.25 B
FLOOR LINE
FLOOR LINE
A WALL SECTION A WALL SECTION B
A
A
GROUND LEVEL
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM
PER E.I.F.S. SYSTEM
WATER BARRIER
5/8" CEMENT BOARD
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM
NEW FLASHING
NEW GUTTER
EXISTING STRUCTURE
5/8" GWB
#4
DOWEL
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM
PER E.I.F.S. SYSTEM
WATER BARRIER
5/8" GWB
5/8" GWB
(OR SIMILAR)
SERIES 19.XX
STOTHERM CI EPF
E.I.F.S. SYSTEM
PER E.I.F.S. SYSTEM
WATER BARRIER
NEW FLASHING
NEW GUTTER EXISTING STRUCTURE
ANCHOR TO EXISTING STRUCTURE
NEW 6" METAL STUD WALL
A-504
J
O N
E S
E .I .F .S D
E T
A
IL
S
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:5
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -5
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 3" = 1'
1.50
SCALE (FEET)
.25SURFACE MOUNT SECTION
A
A
SCALE: 3" = 1'201
A
A
1.50
SCALE (FEET)
.25GUTTER DETAIL
SCALE: 3" = 1'201
A A
1.50
SCALE (FEET)
.25JOINT DETAILS
A
A
DOWNSPOUTS WILL BE INSTALLED ON TOP OF THE E.I.F.S SYSTEM.2.
E.I.F.S SYSTEM.
SEE MANUFACTURES SPECS FOR MORE INFORMATION ON THE1.
GENERAL NOTES:
IN SEALANT
WASHER BEDDED
GUTTER STRAP
FASTENER
WITH SEALANT
PVC SLEEVE LINED
EXISTING VENEER BRICK
EXISTING CMU
MANUFACTURES SPECS
E.I.F.S. SYSTEM PER
BACKER ROD
SEALANT AND
EXISTING CMU
EXISTING VENEER BRICK
MANUFACTURES SPECS
E.I.F.S. SYSTEM PER
C.I. BOOT
DOWNSPOUT
MANUFACTURES SPECS
E.I.F.S. SYSTEM PER
EXISTING CMU
EXISTING VENEER BRICK
EXISTING CONCRETE SLAB
A-505
J
O N
E S
A R
C H
IT
E C
T U
R A
L D
E T
A
IL
S
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:5
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -5
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
WOMEN
SCALE: 3" = 1'101
A
FEMALE LATRINE SIGN 1.50
SCALE (FEET)
.25
GRADE TWO BRAILLE
PERMANENT LETTERS
3/4" HIGH HELVETICA RAISED
COLOR TO MATCH PT-4
1/8" ACRYLIC FRAME
RAISED SYMBOLS
MEN
SCALE: 3" = 1'101
A
MALE LATRINE SIGN 1.50
SCALE (FEET)
.25
GRADE TWO BRAILLE
PERMANENT LETTERS
3/4" HIGH HELVETICA RAISED
COLOR TO MATCH PT-4
1/8" ACRYLIC FRAME
RAISED SYMBOLS123
COMMUNICATIONS
ROOM
SCALE: 3" = 1'101
A
ROOM SIGNS 1.50
SCALE (FEET)
.25
PERMANENT NUMBER
1 3/8" HELVETICA RAISED
GRADE TWO BRAILLE
PERMANENT LETTERS
1/2" HIGH HELVETICA RAISED
COLOR TO MATCH PT-4
1/8" ACRYLIC FRAME
SCALE: 1" = 1"
SCALE
0 1" 2""1/2CEILING GRID SYSTEM
0'-1"
0'-1"
0'-6"
0'-6"0'-8"
A
SCALE: 3/8" = 1'101
A
A
FOR ROOM SIGNS
SIGN PLACEMENT ELEVATION
20 4 6
SCALE (FEET)
0'-6"
M A
X
IM
U M H
E
IG
H T
T A
C T
IL
E
M
IN
IM
U M H
E
IG
H T
T A
C T
IL
E
SCALE: 3" = 1'102
A
A
2 SUSPENDED DRYWALL SYSTEM 1.50
SCALE (FEET)
.25
ANGLE MOLDING
MAIN BEAM
DRYWALL
12 GA. SUSPENSION WIRE
CROSS TEE
A
A
A
A
OFF LIMITS TO UNAUTHORIZED PERSONNEL
287-3646 Customer Service for Access
Call Network Enterprise Center
SCALE: 3" = 1'
1.50
SCALE (FEET)
.25
A
A
CLOSET SIGN
COMMUNICATIONS
NOTES:
BACKGROUND SHALL BE WHITE.3.
HEAVY-WEIGHT PAPER WITH A PEEL-OFF BACKING.
SIGNS SHALL BE MADE OF PLASTIC COATED2.
MOUNTING ON DOORS.
SIGNS SHALL BE ALL WEATHER, SUITABLE FOR1.
BLACK 1/2" LETTERS
BLACK 1/2" LETTERS
WHITE BACKGROUND
7'-8"
A-602
IN
IS
H S
C H
E D
U L E
J
H E
R N
A N
D E
Z
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:5
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -6
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
GENERAL NOTES:
BACKER ROD AND NP1 OR TRANSITION STRIP.
SLAB JOINT SHOWN ON A-101. SLAB JOINT WILL BE FILLED WITH
CONTRACTOR SHALL INSTALL FINISH FLOOR ON EITHER SIDE OF2.
EQUIVALENT PRODUCT IS ACCEPTABLE.
FINISHES CALLED OUT ARE FOR DESIGN PURPOSES ONLY, ANY1.
A-603
C
H E
D U
L E
D O
O R A
N D H
A R
D W
A R
E
J
H E
R N
A N
D E
Z
NOTES:
MARKING D-H-W-90.
ALL EXTERIOR GLAZING SHALL HAVE A FIRE RATED GLAZING2.
FIRE RATING FOR DOUBLE AND 3 HOUR FOR SINGLE DOORS.
ALL EXTERIOR DOORS SHALL HAVE A MINIMUM OF 1 1/2 HOUR1.
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:5
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -6
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
NATURAL OAK FINISH
SOLID CORE WOOD
DOOR TYPE A DOOR TYPE B
WINDOW BLINDS
LAMINATED GLAZING
NATURAL OAK FINISH
SOLID CORE WOOD
INSULATED GLAZING
LAMINATED GLAZING
INSULATED CORE
HOLLOW METAL
DOOR TYPE D
INSULATED GLAZING
LAMINATED GLAZING
INSULATED CORE
HOLLOW METAL
DOOR TYPE E DOOR TYPE F
INSULATED GLAZING
LAMINATED GLAZING
INSULATED CORE
HOLLOW METAL
DOOR TYPE C
HARDWARE SETS:
- LOUVRE
- KICK PLATE
- FLOOR MOUNT DOORSTOP
- SILENCERS
- DOOR CLOSURE
- PASSAGE LATCH
- 1.5 PAIR HINGES
BATHROOM3.
- FLOOR MOUNT DOORSTOP
- SILENCERS
- DOOR CLOSURE
- 7-PIN SMALL FORMAT I.C. CORE
KEYED OVERRIDE OUTSIDE
PUSH-BUTTON LOCK INSIDE
- ENTRY LOCKSET
- 1.5 PAIR HINGES
STANDARD ENTRY1.
(INCLUDE BETWEEN DOORS)
-WEATHERSTRIPPING
- FLOOR MOUNT DOORSTOP/HOLDERS
- SILENCERS
- 2X DOOR CLOSURE
- DOOR COORDINATOR
-CLASSROOM TRIM OUTSIDE
-TOP AND BOTTOM BOLT
- PANIC HARDWARE INSIDE
- 3 PAIR HINGES
EXIT DOUBLE2.
-WEATHERSTRIPPING
- FLOOR MOUNT DOORSTOP
- SILENCERS
- DOOR CLOSURE
-CLASSROOM TRIM OUTSIDE
-TOP AND BOTTOM BOLT
- PANIC HARDWARE INSIDE
- 1.5 PAIR HINGES
EXIT SINGLE4.
- FLOOR MOUNT DOORSTOP
- SILENCERS
- DOOR CLOSURE
(3-1 KEYED)
- 7-PIN SMALL FORMAT I.C. CORE
- STOREROOM LOCKSET
- 1.5 PAIR HINGES
COMMS ROOM5.
HOLLOW METAL
A-604
IN
D O
W S
C H
E D
U L E
J
H E
R N
A N
D E
Z
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:5
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \A -6
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
WINDOW NOTES:
SCALE: 1/2" = 1'
SCALE: 1/2" = 1'101
A
WINDOW TYPE A
SCALE: 1/2" = 1'
WINDOW TYPE B
SCALE: 1/2" = 1'
WINDOW TYPE C
SCALE: 1/2" = 1'
WINDOW TYPE D
SCALE: 1/2" = 1'
WINDOW TYPE E
DOOR 101 ELEV.
A
SCALE: 1/2" = 1'101
A
A
3 DOOR 114B ELEV.
SCALE: 1/2" = 1'101
A A
2 DOOR 114A ELEV.
FLOOR LINE
SCALE: 1/2" = 1'101
A
A
4 DOOR 120 ELEV.
SCALE: 1/2" = 1'101
A A
5 DOOR 108B ELEV.
ALL EXTERIOR TRANSOM PANEL GLAZING SHALL HAVE A W-180 MARKING.9.
ALL EXTERIOR TRANSOM ASSEMBLY SHALL HAVE A MINIMUM OF 3 HOUR FIRE RESISTANCE.8.
ALL EXTERIOR GLAZING SHALL HAVE A FIRE RATED GLAZING MARKING D-H-W-90.7.
RESISTANCE. PROVIDE A GLAZING FRAME BITE IN ACCORDANCE WITH ASTM F2248.
A MINIMUM OF A 0.030-IN INTERLAYER OF A MATERIAL DESIGNED FOR BLAST
CONSISTING OF TWO NOMINAL 1/8" THICK GLASS PANES BONDED TOGETHER WITH
ALL EXTERIOR GLAZING SHALL HAVE AT MINIMUM 1/4" THICK LAMINATED GLASS6.
OR SIMILAR PROVIDE SAMPLE FOR APPROVAL PRIOR TO PURCHASE/INSTALLATION.
S.W.F. CONTRACT SHADING SYSTEMS, SHEERWEAVE 2000, CHARCOAL/CHESTNUT
EXTEND PAST GLAZING AT LEAST 1/2" ON BOTH SIDES. SHADES SHALL MATCH
AT ALL EXTERIOR GLAZING, INSTALL ROLLER WINDOW SHADES. SHADES SHALL5.
ALL EXTERIOR METAL SHALL BE FACTORY FINISHED DARK BRONZE.4.
TO MATCH/COMPLIMENT INTERIOR OF FACILITY.
ANY NEW STRUCTURE TO INTERIOR OF BUILDING SHALL EITHER BE FINISHED3.
FRAMES, AND ANY NEW STRUCTURE.
CONTRACTOR SHALL PROVIDE ENGINEER STAMPED DRAWINGS FOR WINDOWS,2.
WINDOW MANUFACTURER, PER UFC 4-010-01 WITH A STANDOFF DISTANCE 30'-0".
MULLIONS AND CONNECTIONS OF FRAMES TO STRUCTURE SHALL BE DESIGNED BY1.
3'-8"
2'-9 3/8 "2'-7 3/8 "2'-7 3/8 "
3'-8"
2'-0"
2'-0"
8'-0"
3'-4"
9'-0"
3'-4"6'-2"3'-2"
12'-8"
/2
/2
5'-3 1/2 "
5'-8"
2'-10"2'-10"
1'-6"6'-2"1'-4"
E-101
P O
W E
R P
L A
N
V L E
E
N
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:0
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \E -1
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 1/4" = 1'
80 4
SCALE (FEET)
12POWER PLAN
ABOVE CEILING ABOVE CEILING
111 112 113 120 121
103104
J J J
J
GFI
GFI
GFI
GFI
44" A.F.F
44" A.F.F
GFI
GFI
CM
ABOVE CEILING
HDMI
FOR CU
SWITCH / NF
30A SAFETY
CKT 1
CKT 2
CKT 3
CKT 4 CKT 5
CKT 6
CKT 7
CKT 8
CKT 9,11
CKT 10
CKT 12
CKT 13
CKT 14
CKT 15
CKT 16
CM
CU-3
CU-2
CU-1
CKT 22,24
CKT 23,25
CKT 26,28
(SEE NOTE 7)
NF SAFETY SWITCH
3-EA 60A 250V
INTERIOR AND EXTERIOR DISCONNECT SWITCHES.
DEMO TWO EACH PANELS ON INSIDE OF FACILITY. DEMO ALL9.
SURFACE MOUNT IN PLACE OF EXISTING PANEL.
225A / 120-208V / 3-PHASE / 42 CKT / 225A MAIN BREAKER /
DEMO EXISTING PANEL IN MECHANICAL ROOM AND INSTALL A8.
SHEET E-601 FOR BREAKER SIZE.
IN 3/4" CONDUIT BACK TO PANEL. SEE PANEL SCHEDULE
CU-2 - 2EA #6 THWN CU CONDUCTORS WITH A #10 GROUND
GROUND IN 3/4" CONDUIT BACK TO PANEL.
NOTE: CU-1 AND CU-3 - 2EA #8 THWN CU CONDUCTORS WITH A #12
SWITCHES FOR CONDENSING UNITS 1 THRU 3.
INSTALL 3 - EA DOUBLE POLE 60A / 250V / NON FUSED SAFETY7.
PHASE 208V / 20A CIRCUIT BACK TO PANEL.
SWITCH FOR MINI SPLIT CONDENSING UNIT. INSTALL SINGLE
INSTALL A DOUBLE POLE 30A / 250V / NON FUSED SAFETY 6.
COMMS ON THE SOUTH SIDE.
THE CEILING MOUNTED RECEPTACLE TO THE RECPTACLE/
CONFERENCE ROOM 114: INSTALL HDMI CONNECTION FROM5.
SUPPLIED.
LABEL ALL PANELS WITH PANEL NAME, PHASE, AND VOLTAGE4.
PROVIDE TYPEWRITTEN PANEL SCHEDULES IN EACH PANEL.3.
NUMBER. LABEL PANEL WITH PANEL NAME / PHASE / VOLTAGE
LABEL ALL OUTLET PLATES WITH PANEL NAME AND CIRCUIT2.
POLE.
BOX ABOVE CEILING AND CAP WIRE FOR FUTURE TELEPOWER
OPEN OFFICE 102: INSTALL ENERGIZED CIRCUIT TO JUNCTION1.
NOTES:
(SEE NOTE 8)
PANEL A
NEW 225A
OUTAGE AND RECONNECT POWER WITH DOMINION ENERGY.
NOTE: CONTRACTOR SHALL COORDINATE AND SCHEDULE POWER
COMMUNICATION OUTLET
CEILING MOUNT RECEPTACLE
PANEL
SAFETY SWITCH
JUNCTION BOX
120V / 20A / QUAD RECEPTACLE
120V / 20A / DUPLEX RECEPTACLE
LEGEND:
E-102
L
IG
H T
IN
G P
L A
N
NOTES:
1. ALL EXIT LIGHTING SHALL CONNECT TO ENERGIZED CIRCUIT.
V L E
E
N
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:0
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \E -1
.D
G N
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
SCALE: 1/4" = 1'
80 4
SCALE (FEET)
LEGEND:
AE
AE
AE
AE
A
E
SSS
S S S S S
S S
S S
E
EAE
S
S
S4S4
S
S
ROOM
COMMS
VESTIBULE
OFFICE
OFFICE
ROOM
REST
ROOM
REST
ROOM
BREAK
ROOM
BOILER
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
ENTRY
ROOM
CONFERENCE
STORAGE
IN VESTIBULE 120
TO 3-WAY SWITCH
BREAK ROOM 108
TO 4-WAY SWITCH
A A A
AAA
AAA
AAA
AA
AA AA
AA
AA
A
A
A A A
A
A
AA
S
EC
C
CC
C
C C C
C
C
C C
C
C
E
E
C
D
D D
CKT 17
CKT 18
CKT
CKT
CKT
CKT
CKT
CKT
CKT
CKT
CKT
CKT
CKT
CKT
CKT
CKT
CKT
CKT
CKT
S
FAN
EXHAUST
TO
LIGHTING PLAN
BACK UP
WALL MOUNTED LED EXIT SIGN W/BATTERY
BACK UP
DOUBLE FACE LED EXIT SIGN W/ BATTERY
OR EQUIVALENT
EMERGENCY BALLAST AND BATTERY BACK UP
3-LAMP 28W / T-8 BALLAST W/ ACRYLIC LENS W/
2' X 4' RECESSED 3500K FLOURESCENT LIGHT
WALL MOUNT VANITY LIGHT FIXTURE
LOCATIONS
6" LED CAN LIGHT FIXTURE MADE FOR WET
OR EQUIVALENT
3-LAMP 28W / T-8 BALLAST W/ ACRYLIC LENS
2' X 4' RECESSED 3500K FLOURESCENT LIGHT
E-601
C
H E
D U
L E
V L E
E
NUMBER
REFERENCE
SHEET
Project No.
D e s ig n e d B y
D a te
M a rk
Bldg. No.
F T
H O
O D T
E X
A S
S A
N T
A F
E E
N G
IN
E E
R D
R
B
L D
G
F O
R T H
O O
D T
E X
A S
P U
B L
IC
W
O R
K S
D
IR
E C
T O
R A
T E
D a te
D e s c ri p ti o n sivi
D secivreS & gn ir ee ni g n
E
D ir ec to rat eofPublic
W o rk s
P R
O J E
C T M
A N
A G
E R
P U
R P
O S
E S O
N L
Y F
O R B
ID
D
IN
G T
E C
H N
IC
A L E
X H
IB
IT
B
/2
/2
:4
:0
P
M G E
N G
S
V C \P ro j\
A D
P R
E N
O V
A T
E B
L D
G
\F lo o rp la n s
D e s ig n \E -6
.d g n
AD015151P
14008
R J
O N
E S
R E
N O
V A
T E B
U
IL
D
IN
G
-J
U L -2
TYPE: 225 AMP MAIN BREAKER
VOLTAGE: 120/208 3 PHASE, 4 WIRE, EQUIPMENT PANEL
PANEL SIZE: 225 AMPS
A/C = 10,000 AMPS
PHASE A PHASE B PHASE C
LOAD (VA)
LOAD SERVED
20 1
DEMAND
TOTAL CONNECTED LOAD (VA):
TOTAL DEMAND LOAD (VA):
TOTAL DEMAND AMPS:
TOTAL LOAD PER PHASE =
NUMBERS
CIRCUIT
POLES
NO.
AMPS
TRIP
NUMBERS
CIRCUIT
LOAD SERVED
20 1
POLES
NO.
AMPS
TRIP
RECEPTS - RM 106,107,102 RECEPTS - RM 105,106
RECEPTS - 102,103,104 RECEPTS - WK STATIONS RM 102
RECEPTS - WK STATIONS RM 102 RECEPTS - RM 114
RECEPTS - RM 121,122 RECEPT - RM 121
RECEPTS - RM 111,112,113,102
RECEPT - WATER COOLER RM 102
RECEPT - GFI RM 108 RECEPT - GFI RM 108
RECEPT - GFI RM 108 RECEPTS - RM 108,102
LIGHTING - RM 102,VESTIBULE 120
LIGHTING - RM 103,104,105,106,107
LIGHTING - RM 102,108
LIGHTING - RM 112,113,114,121,122
LIGHTING - RM 109,110,111
CU-1
CU-2
CU-3
14,336
13,380 15,334 43,050
12,720
PANELBOARD SCHEDULE: "A"
SPARE
SPARE
SPARE
SPARE
SPARE
SPARE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
SPACE
CU - MINI SPLIT FOR RM 121
M
C H
A N
IC
A L N
O T
E S
M-001
B P
R E
S S
E R
MECHANICAL NOTES:
GENERAL NOTES:
ELECTRICAL NOTES:
EQUIPMENT, RESPECTIVELY.
SHALL BE PROTECTED BY NEMA 1 AND NEMA 3R ENCLOSURES FOR INDOOR AND OUTDOOR
EQUIPMENT ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. THESE DISCONNECTS
CONTRACTOR SHALL INSTALL NEW ELECTRICAL DISCONNECTS FOR ALL NEW HVAC4.
THEIR RESPECTIVE ELECTRICAL PANELS AND BE LABELED AS "SPARE".
REUSED SHALL BE DEMOLISHED. ANY BREAKERS THAT ARE NOT REUSED SHALL REMAIN IN
FOR NEW HVAC EQUIPMENT IF THEY ARE APPROPRIATELY SIZED. ANY CONDUIT THAT IS NOT
EXISTING ELECTRICAL CONDUIT AND CIRCUIT BREAKERS SHALL BE PRESERVED AND REUSED3.
FEATURE NEW WIRING.
DEMOLISHED BACK TO ITS RESPECTIVE ELECTRICAL PANEL. ALL NEW EQUIPMENT SHALL
ALL EXISTING WIRING ASSOCIATED WITH DEMOLISHED HVAC EQUIPMENT SHALL BE2.
DEVICES ASSOCIATED WITH DEMOLISHED HVAC EQUIPMENT.
UNLESS NOTED OTHERWISE, CONTRACTOR SHALL DEMOLISH ALL ELECTRICAL AND CONTROL1.
THEY SHALL BE EXPANDED IF THEY ARE UNDERSIZED.
CONCRETE PADS PER DPW SPECS (03 30 00). EXISTING PADS MAY BE REUSED, HOWEVER,
ALL NEW, FLOOR-MOUNTED, HVAC EQUIPMENT SHALL BE INSTALLED ON CAST-IN-PLACE5.
ALL NEW CONDENSATE PIPING SHALL FEATURE A BUG SCREEN AT ITS DISCHARGE END.4.
BE SIZED TO MATCH EXISTING PIPING, UNLESS INDICATED OTHERWISE.
ALL NEW PIPING SHALL BE INSTALLED AND INSULATED PER DPW SPECS (23 07 00). IT SHALL3.
FRAME SO THAT THEY CAN BE LIFTED OUT FOR ABOVE-CEILING ACCESS.
ALL NEW AIR DEVICES IN GYPSUM BOARD CEILINGS SHALL BE INSTALLED WITH A MOUNTING2.
(23 00 00). IT SHALL ALSO BE INSULATED PER DPW SPECS (23 07 00).
ALL NEW DUCTWORK SHALL BE INSTALLED PER SMACNA 3RD EDITION AND DPW SPECS1.
NEW HVAC SYSTEM.
CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING, ADJUSTING, AND BALANCING (TAB) THE6.
CONTRACTOR UNTIL REUSED.
ITEMS INTENDED FOR REUSE ON THIS PROJECT SHALL REMAIN IN THE POSSESSION OF THE5.
PROPERTY OF THE CONTRACTOR, WHO SHALL BE RESPONSIBLE FOR ITS DISPOSAL.
UNLESS NOTED OTHERWISE, ALL MATERIAL REMOVED AND NOT REUSED SHALL BECOME THE4.
AND PENETRATIONS WHEREVER MECHANICAL, PLUMBING, OR ELECTRICAL WORK OCCURS.
CONTRACTOR SHALL PROVIDE PATCHING, CLOSURE, AND FINISHING OF ADJACENT SURFACES3.
CONSTRUCTION.
DIMENSIONS PRIOR TO PERFORMING ANY MATERIAL TAKE-OFFS AND PRIOR TO
ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD-VERIFY ALL2.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING EXISTING SITE CONDITIONS.1.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .