1600391 DWG 06OF12 ENVELOPE.pdf
PDF 7 MB Posted
- Solicitation number
- N40085-20-R-0033
About this file
This solicitation is for repair and renovation work at Building 106, a Navy facility that provides support space for military personnel. The scope of work includes selective demolition, replacement of a fire escape tower, HVAC replacement, roof replacement, fire protection repairs, basement repairs and waterproofing, plumbing repairs and replacements, bathroom renovations, loading dock repairs, structural repairs, hazardous material abatement, interior finish replacement, masonry and concrete repairs, lightning protection, and electrical work. The solicitation was issued by the Department of the Navy Naval Facilities Engineering Command.
View the file
Other files
Show all 32
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
3'-10"
1ST FLOOR
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
ABCD
(E) CONCRETE
STAIR AND RAMP
TO REMAIN
REMOVE (E) METAL
PANEL INFILLS (TYP.)
(E) STEEL-FRAMED
WINDOWS
3'-10"
1ST FLOOR
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
A B C D
32'-0"
MACHINE ROOM FLOOR
REMOVE (E) CONCRETE
STAIR AND STRUCTURE
INCLUDING FOUNDATION.
(E) BRICK
MASONRY TO
REMAIN
(E) EXPOSED CONCRETE
STRUCTURE TO REMAIN
(E) NORTHWEST
MASONRY STAIR
TOWER TO REMAIN
REMOVE (E) METAL
PANEL INFILLS (TYP.)
(E) LEAN-TO
STRUCTURE TO REMAIN
NOTE:
CONCRETE AND MASONRY DEMOLITION FOR
REPAIRS ARE NOT SHOWN HERE. SEE PHASE 1
ELEVATION DRAWINGS FOR REPAIR LOCATIONS.
ALSO SEE S-503 FOR CONCRETE REPAIR DETAILS
AND AE520 FOR MASONRY REPAIR DETAILS.
0 2 4 8 16 32
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
1/8" = 1'-0"
:5 :3
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AED200.1
D
EM
O
LI
TI
O N
EX
TE
R
IO
R
EA
S T
W
ES
T
EL
EV
AT
IO
N S
P H
AS
E
A E D .1
12811649
KSW ES EKO
DJD
1/8" = 1'-0"
EAST ELEVATION DEMOLITION - PHASE 1
A1
1/8" = 1'-0"
WEST ELEVATION DEMOLITION - PHASE 1
C1
(E) NORTHEAST
MASONRY STAIR
TOWER TO REMAIN
D E S
IG
N
2 0
0%
P R E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
ACD
REMOVE (E) STEEL FRAMED
WINDOWS, GLAZING AND
PRECAST CONCRETE SILLS.
COORDINATE WITH
ENVIRONMENTAL
SPECIFICATIONS FOR
REMOVAL AND DISPOSAL OF
HAZARDOUS MATERIALS.
(E) CONCRETE
STAIR AND RAMP
TO REMAIN
(E) NORTHEAST
MASONRY STAIR
TOWER TO REMAIN
3'-10"
1ST FLOOR
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
A B C D
(E) BRICK MASONRY
TO REMAIN
(E) EXPOSED CONCRETE
STRUCTURE TO REMAIN
(E) NORTHWEST
MASONRY STAIR
TOWER TO REMAIN
(E) LEAN-TO STRUCTURE
TO REMAIN
NOTE:
CONCRETE AND MASONRY DEMOLITION FOR
REPAIRS ARE NOT SHOWN HERE. SEE PHASE 1
ELEVATION DRAWINGS FOR REPAIR LOCATIONS.
ALSO SEE S-503 FOR CONCRETE REPAIR DETAILS
AND AE520 FOR MASONRY REPAIR DETAILS.
0 2 4 8 16 32
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
1/8" = 1'-0"
:5 :3
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AED200.2
D
EM
O
LI
TI
O N
EX
TE
R
IO
R
EA
S T
W
ES
T
EL
EV
AT
IO
N S
P H
AS
E
A E D .2
12811650
KSW ES EKO
DJD
1/8" = 1'-0"
EAST ELEVATION DEMOLITION - PHASE 2
A1
1/8" = 1'-0"
WEST ELEVATION DEMOLITION - PHASE 2
C1
(E) ELEVATOR PENTHOUSE (BEYOND) TO REMAIN
(E) CONCRETE
STAIR AND RAMP
TO REMAIN
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
12345678
REMOVE (E) CONCRETE
STAIR AND STRUCTURE
INCLUDING FOUNDATION
(E) METAL STAIR TO REMAIN REMOVE (E) METAL
PANEL INFILLS (TYP.)
(E) BRICK
MASONRY TO
REMAIN
(E) EXPOSED
CONCRETE
STRUCTURE TO
REMAIN
(E) ELEVATOR
PENTHOUSE
(BEYOND) TO REMAIN
(E) STEEL-FRAMED
WINDOWS
3'-10"
1ST FLOOR
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
1 2 3 4 5 6 7 8
(E) CONCRETE
STAIR AND RAMP
TO REMAIN
(E) CANOPY TO REMAIN
(E) DOOR TO
REMAIN TYP.
(E) ELEVATOR
PENTHOUSE TO
REMAIN
REMOVE (E) CONCRETE
STAIR AND STRUCTURE
INCLUDING FOUNDATION.
NOTE:
CONCRETE AND MASONRY DEMOLITION FOR
REPAIRS ARE NOT SHOWN HERE. SEE PHASE 1
ELEVATION DRAWINGS FOR REPAIR LOCATIONS.
ALSO SEE S-503 FOR CONCRETE REPAIR DETAILS
AND AE520 FOR MASONRY REPAIR DETAILS.
0 2 4 8 16 32
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
1/8" = 1'-0"
:5 :3
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AED201.1
D
EM
O
LI
TI
O N
EX
TE
R
IO
R
N O R
TH
S O U
TH
EL
EV
AT
IO
N S
P H
AS
E
A E D .1
12811651
KSW ES EKO
DJD
1/8" = 1'-0"
NORTH ELEVATION DEMOLITION - PHASE 1
A1
1/8" = 1'-0"
SOUTH ELEVATION DEMOLITION - PHASE 1
C1
(E) NORTHEAST
MASONRY STAIR
TOWER TO REMAIN
(E) BRICK
MASONRY TO
REMAIN
(E) EXPOSED
CONCRETE
STRUCTURE TO
REMAIN
12' 24' 48'
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
12345678
REMOVE (E) STEEL FRAMED WINDOWS,
GLAZING AND PRECAST CONCRETE SILLS.
COORDINATE WITH ENVIRONMENTAL
SPECIFICATIONS FOR REMOVAL AND
DISPOSAL OF HAZARDOUS MATERIALS.
(E) METAL STAIR TO REMAIN
(E) NORTHEAST
MASONRY STAIR
TOWER TO REMAIN
(E) NORTHEAST
MASONRY STAIR
TOWER TO REMAIN
(E) BRICK
MASONRY TO
REMAIN
(E) EXPOSED
CONCRETE
STRUCTURE TO
REMAIN
3'-10"
1ST FLOOR
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
1 2 3 4 5 6 7 8
REMOVE (E) STEEL FRAMED
WINDOWS, GLAZING AND
PRECAST CONCRETE SILLS.
COORDINATE WITH
ENVIRONMENTAL
SPECIFICATIONS FOR
REMOVAL AND DISPOSAL OF
HAZARDOUS MATERIALS.
(E) CONCRETE
STAIR AND RAMP
TO REMAIN
(E) CANOPY TO REMAIN
(E) ELEVATOR
PENTHOUSE TO
REMAIN
(E) BRICK
MASONRY TO
REMAIN
(E) EXPOSED CONCRETE
STRUCTURE TO REMAIN
(E) DOOR TO
REMAIN TYP.
NOTE:
CONCRETE AND MASONRY DEMOLITION FOR
REPAIRS ARE NOT SHOWN HERE. SEE PHASE 1
ELEVATION DRAWINGS FOR REPAIR LOCATIONS.
ALSO SEE S-503 FOR CONCRETE REPAIR DETAILS
AND AE520 FOR MASONRY REPAIR DETAILS.
0 2 4 8 16 32
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
1/8" = 1'-0"
:5 :3
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AED201.2
D
EM
O
LI
TI
O N
EX
TE
R
IO
R
N O R
TH
S O U
TH
EL
EV
AT
IO
N S
P H
AS
E
A E D .2
12811652
KSW ES EKO
DJD
1/8" = 1'-0"
NORTH ELEVATION DEMOLITION - PHASE 2
A1
1/8" = 1'-0"
SOUTH ELEVATION DEMOLITION - PHASE 2
C1
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
A
B
2 3 4 5 6 7 8
C
D
20'-10" 20'-0" 20'-0" 20'-0" 20'-0" 20'-0" 20'-10"
GENERAL NOTES:
1. REPAIRS AND ALTERATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING I-
CODES:
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO
ORDERING MATERIALS OR STARTING CONSTRUCTION. DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED ON LIMITED SAMPLE
MEASUREMENTS AND EXISTING DRAWINGS. ACTUAL DIMENSIONS AND
CONSTRUCTION MAY VARY FROM THAT SHOWN.
3. VISIT THE SITE TO VERIFY THE EXISTING ROOF-TOP CONSTRUCTION FLASHING
HEIGHTS, ADJACENT WALL CONSTRUCTION, ETC. FOR EACH ROOF AREA SHOWN ON
THE DRAWINGS. NOTIFY THE CONTRACTING OFFICER IN WRITING OF ANY
DIFFERENCES BETWEEN THE DRAWINGS AND EXISTING CONDITIONS THAT WILL
AFFECT THE ROOFING RECONSTRUCTION WORK.
4. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE ROOFING AND METAL WALL
PANEL MANUFACTURERS' RECOMMENDATIONS AND GUIDE SPECIFICATIONS, AND THE
REFERENCED STANDARDS LISTED IN THE PROJECT SPECIFICATIONS. IN THE CASE OF
ANY DISCREPANCIES BETWEEN THE MANUFACTURER'S INFORMATION AND THE
CONTRACT DOCUMENTS, THE CONTRACT DOCUMENTS TAKE PRECEDENCE.
5. DO NOT STOCKPILE MATERIAL ON THE ROOF AREAS. CONTRACTOR SHALL VERIFY
AVAILABLE STOCKPILE LOCATIONS WITH THE OWNER.
6. BRING TO THE ATTENTION OF THE CONTRACTING OFFICER ANY STRUCTURAL
DEFICIENCIES DISCOVERED DURING ROOF CONSTRUCTION ACTIVITIES.
IDENTIFY, REMOVE AND REPLACE (E) WET
ROOFING IN KIND, LOCATIONS SHOWN
ARE APPROXIMATE, CONFIRM EXTENT OF
WET ROOFING IN THE FIELD, TYP.
(E) MASONRY PENTHOUSE,
ROOF N.I.C
(E) EPDM
ROOFING
SYSTEM
(E) RAISED ROOF AREA,
APPROXIMATELY 2 FT.
ABOVE MAIN ROOF, VIF
A1
AE203.2
A1
AE204.2
A1
AE205.2
A1
AE200.2
A1
AE202.2
A1
AE201.2
METAL STEPS
(BID OPTION 2)
(E) METAL
PARAPET
COPING
(E) STAIR ROOF -
NOT IN CONTRACT
REPAIR FLASHING
AT RISING WALL
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL EXISTING BUILDING CODE
• 2018 INTERNATIONAL ENERGY CONSERVATION CODE
• UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE 1-200-01
ROOFTOP DOAS UNIT (REFER TO
MECH. DWGS.), PROVIDE WOOD CURB
INTEGRATED WITH ROOFING.
PROVIDE CONTINUOUS EPDM ROOFING
AT CURBS. PROVIDE RIGID CONDUIT FOR
ROOFING PENETRATIONS AND FLASH
WITH PREFORMED BOOT FLASHING,
REMOVE AND REPLACE (E) ROOFING 1
FT. MIN. AROUND CURB.
(E)
(E)
(E)
AE511
A1
AE511
A2
AE510
A2
A1
AED200.2
A1
AED201.2
PROVIDE CONTINUOUS EPDM ROOFING.
PROVIDE RIGID CONDUIT FOR ROOFING
PENETRATIONS AND FLASH WITH
PREFORMED BOOT FLASHING, REMOVE
AND REPLACE (E) ROOFING 1 FT. MIN.
AROUND CURB.
(E) EPDM
ROOFING
SYSTEM BY
CARLISLE
A1
AED200.1
STANDING SEAM
METAL ROOF,
SEE C1/AE510
A1
AED201.1
A1
AE200.1
A1
AE201.1
C1
AED201.1
C1
AED201.2
A1
AE205.1
C1
AED200.1
C1
AED200.2
A1
AE202.1
A1
AE203.1
AE510
B2
AE510
B1
AE510
C4
(E)
LEGEND
(E) ROOF DRAIN
(E) MECHANICAL EQUIPMENT
(E) ROOF HATCH
METAL STAIRS WITH HANDRAIL
RIDGE OF (E) ROOFING
VALLEY OF (E) ROOFING
DIRECTION OF SLOPE OF (E) ROOFING
EXISTING VENT
VENT, SEE A4/AE511
BALLASTED GUARD RAIL, SEE B4/AE510
ROOFTOP WALKWAY PAD
REPLACE ROOF PER DETAIL C1/AE510 (NOTE -
EXTENT EXAGGERATED FOR CLARITY)
MECHANICAL CURB, SEE A3/AE510,
COORDINATE WITH MEP FOR EXACT LOCATIONS
CONDUIT PENETRATION, SEE MECH. DWGS.
DUCT PENETRATION, SEE A4/AE510
0 2 4 8 16 32
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
1/8" = 1'-0"
:5 :1
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE103.2
R O O F P
LA
N
P H
AS
E
A E .2
12811653
KSW ES EKO
DJD
1/8" = 1'-0"
ROOF PLAN - PHASE 2
A1
NORTH
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
ABCD
GENERAL NOTES:
1. REPAIRS AND ALTERATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING I-
CODES:
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO
ORDERING MATERIALS OR STARTING CONSTRUCTION. DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED ON LIMITED SAMPLE
MEASUREMENTS AND EXISTING DRAWINGS. ACTUAL DIMENSIONS AND
CONSTRUCTION MAY VARY FROM THAT SHOWN.
3. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS'
RECOMMENDATIONS AND GUIDE SPECIFICATIONS, AND THE REFERENCED
STANDARDS LISTED IN THE PROJECT SPECIFICATIONS. IN THE CASE OF ANY
DISCREPANCIES BETWEEN THE MANUFACTURER'S INFORMATION AND THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENTS TAKE PRECEDENCE.
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL EXISTING BUILDING CODE
• 2018 INTERNATIONAL ENERGY CONSERVATION CODE
• UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE 1-200-01
S-501
C2
TYP.
(E) CONCRETE
STAIR AND
RAMP
(E) ELEVATOR PENTHOUSE (BEYOND)
LEGEND
SPALLED (E) CONCRETE, SEE S-503, SEE AE200.1
FOR QUANTITES
CRACKS IN (E) CONCRETE, REPAIR PER DETAIL
B4/S501, SEE AE200.1 FOR QUANTITES
BRICK, REMOVE AND REPLACE CRACKED OR
SPALLED BRICK PER DETAIL C3/AE520, SEE AE200.1
FOR QUANTITES
REPOINT (E) MORTAR JOINTS, PER DETAIL C2/AE520
REMOVE (E) WINDOWS AND (E) PRECAST
CONCRETE SILL. INFILL WITH MASONRY
(E) EXPOSED CONCRETE FRAME
CONCRETE FOUNDATION, REFER TO STRUCTURAL
DRAWINGS
CMU WALL, REFER TO STRUCTURAL DRAWINGS.
COAT WITH ELASTOMERIC WATER-RESISTANT
COATING
20 64 10 14 22
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
As indicated
:5 :1
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE200.1
EA
S T
EL
EV
AT
IO
N
P H
AS
E 1A E .1
12811654
KSW ES EKO
DJD
3/16" = 1'-0"
EAST ELEVATION - PHASE 1
A1
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
ABCD
GENERAL NOTES:
1. REPAIRS AND ALTERATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING I-
CODES:
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO
ORDERING MATERIALS OR STARTING CONSTRUCTION. DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED ON LIMITED SAMPLE
MEASUREMENTS AND EXISTING DRAWINGS. ACTUAL DIMENSIONS AND
CONSTRUCTION MAY VARY FROM THAT SHOWN.
3. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS'
RECOMMENDATIONS AND GUIDE SPECIFICATIONS, AND THE REFERENCED
STANDARDS LISTED IN THE PROJECT SPECIFICATIONS. IN THE CASE OF ANY
DISCREPANCIES BETWEEN THE MANUFACTURER'S INFORMATION AND THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENTS TAKE PRECEDENCE.
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL EXISTING BUILDING CODE
• 2018 INTERNATIONAL ENERGY CONSERVATION CODE
• UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE 1-200-01
TYP.AE520
C4
(E) CONCRETE
STAIR AND
RAMP
(E) ELEVATOR PENTHOUSE (BEYOND)
AE520
B2
TYP.
NOTE: USE QUANTITES INCLUDED IN THE TABLE
ABOVE FOR DEVELOPING PRICING, DO NOT TAKE-
OFF QUANTITES FROM THE ELEVATION SHEETS.
LEGEND
SPALLED (E) CONCRETE, SEE S-503, SEE AE200.1
FOR QUANTITES
CRACKS IN (E) CONCRETE, REPAIR PER DETAIL
B4/S501, SEE AE200.1 FOR QUANTITES
BRICK, REMOVE AND REPLACE CRACKED OR
SPALLED BRICK PER DETAIL C3/AE520, SEE AE200.1
FOR QUANTITES
REPOINT (E) MORTAR JOINTS, PER DETAIL C2/AE520
REMOVE (E) WINDOWS AND (E) PRECAST
CONCRETE SILL. INFILL WITH MASONRY
(E) EXPOSED CONCRETE FRAME
CONCRETE FOUNDATION, REFER TO STRUCTURAL
DRAWINGS
CMU WALL, REFER TO STRUCTURAL DRAWINGS.
COAT WITH ELASTOMERIC WATER-RESISTANT
COATING
20 64 10 14 22
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
As indicated
:5 :1
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE200.2
EA
S T
EL
EV
AT
IO
N
P H
AS
E 2A E .2
12811655
KSW ES EKO
DJD
3/16" = 1'-0"
EAST ELEVATION - PHASE 2
A1
FACADE REPAIR QUANTITIES - PROJECT TOTALS
CONCRETE SPALLS
(SF)
CONCRETE CRACKS
(LF)
BRICK REPOINTING
(SF)
REPLACEMENT BRICK
(EA)
150 20 1100 100
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
45678
(E) VENT OPENINGS, INFILL
WITH CONCRETE
M A
T C
H L
IN
E
S
E
.1
S-501
C2
(E) ELEVATOR
PENTHOUSE
BEYOND
(E) MASONRY NORTHEAST STAIR TOWER
(E) METAL STAIR
GENERAL NOTES:
1. REPAIRS AND ALTERATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING I-
CODES:
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO
ORDERING MATERIALS OR STARTING CONSTRUCTION. DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED ON LIMITED SAMPLE
MEASUREMENTS AND EXISTING DRAWINGS. ACTUAL DIMENSIONS AND
CONSTRUCTION MAY VARY FROM THAT SHOWN.
3. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS'
RECOMMENDATIONS AND GUIDE SPECIFICATIONS, AND THE REFERENCED
STANDARDS LISTED IN THE PROJECT SPECIFICATIONS. IN THE CASE OF ANY
DISCREPANCIES BETWEEN THE MANUFACTURER'S INFORMATION AND THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENTS TAKE PRECEDENCE.
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL EXISTING BUILDING CODE
• 2018 INTERNATIONAL ENERGY CONSERVATION CODE
• UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE 1-200-01
LEGEND
SPALLED (E) CONCRETE, SEE S-503, SEE AE200.1
FOR QUANTITES
CRACKS IN (E) CONCRETE, REPAIR PER DETAIL
B4/S501, SEE AE200.1 FOR QUANTITES
BRICK, REMOVE AND REPLACE CRACKED OR
SPALLED BRICK PER DETAIL C3/AE520, SEE AE200.1
FOR QUANTITES
REPOINT (E) MORTAR JOINTS, PER DETAIL C2/AE520
REMOVE (E) WINDOWS AND (E) PRECAST
CONCRETE SILL. INFILL WITH MASONRY
(E) EXPOSED CONCRETE FRAME
CONCRETE FOUNDATION, REFER TO STRUCTURAL
DRAWINGS
CMU WALL, REFER TO STRUCTURAL DRAWINGS.
COAT WITH ELASTOMERIC WATER-RESISTANT
COATING
20 64 10 14 22
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
As indicated
:5 :1
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE201.1
N O R
TH
EL
EV
AT
IO
N
A
P H
AS
E
A E .1
12811656
KSW ES EKO
DJD
3/16" = 1'-0"
NORTH ELEVATION A - PHASE 1
A1
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
45678
M A
T C
H L
IN
E
S
.2
AE520
C4
(E) ELEVATOR
PENTHOUSE
BEYOND
(E) MASONRY NORTHEAST
STAIR TOWER
AE520
B2
(E) METAL STAIR
GENERAL NOTES:
1. REPAIRS AND ALTERATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING I-
CODES:
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO
ORDERING MATERIALS OR STARTING CONSTRUCTION. DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED ON LIMITED SAMPLE
MEASUREMENTS AND EXISTING DRAWINGS. ACTUAL DIMENSIONS AND
CONSTRUCTION MAY VARY FROM THAT SHOWN.
3. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS'
RECOMMENDATIONS AND GUIDE SPECIFICATIONS, AND THE REFERENCED
STANDARDS LISTED IN THE PROJECT SPECIFICATIONS. IN THE CASE OF ANY
DISCREPANCIES BETWEEN THE MANUFACTURER'S INFORMATION AND THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENTS TAKE PRECEDENCE.
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL EXISTING BUILDING CODE
• 2018 INTERNATIONAL ENERGY CONSERVATION CODE
• UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE 1-200-01
LEGEND
SPALLED (E) CONCRETE, SEE S-503, SEE AE200.1
FOR QUANTITES
CRACKS IN (E) CONCRETE, REPAIR PER DETAIL
B4/S501, SEE AE200.1 FOR QUANTITES
BRICK, REMOVE AND REPLACE CRACKED OR
SPALLED BRICK PER DETAIL C3/AE520, SEE AE200.1
FOR QUANTITES
REPOINT (E) MORTAR JOINTS, PER DETAIL C2/AE520
REMOVE (E) WINDOWS AND (E) PRECAST
CONCRETE SILL. INFILL WITH MASONRY
(E) EXPOSED CONCRETE FRAME
CONCRETE FOUNDATION, REFER TO STRUCTURAL
DRAWINGS
CMU WALL, REFER TO STRUCTURAL DRAWINGS.
COAT WITH ELASTOMERIC WATER-RESISTANT
COATING
20 64 10 14 22
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
As indicated
:5 :2
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE201.2
N O R
TH
EL
EV
AT
IO
N
A
P H
AS
E
A E .2
12811657
KSW ES EKO
DJD
3/16" = 1'-0"
NORTH ELEVATION A - PHASE 2
A1
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
STANDING SEAM METAL
ROOF WITH HUNG
GUTTER AND
DOWNSPOUT. SEE
AE103.2 FOR PLAN.
CMU WALL REFER TO
STRUCTURAL DWGS. COATED
WITH WATER-RESISTANT
COATING, EXTEND COATING
ONTO CONCRETE 6" MIN. SEE
SPEC. SECTION 09 90 00.
(E) NORTHWEST
MASONRY STAIR
TOWER
GENERAL NOTES:
1. REPAIRS AND ALTERATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING I-
CODES:
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO
ORDERING MATERIALS, OR STARTING CONSTRUCTION. DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED ON LIMITED SAMPLE
MEASUREMENTS AND EXISTING DRAWINGS. ACTUAL DIMENSIONS AND
CONSTRUCTION MAY VARY FROM THAT SHOWN.
3. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS'
RECOMMENDATIONS AND GUIDE SPECIFICATIONS, AND THE REFERENCED
STANDARDS LISTED IN THE PROJECT SPECIFICATIONS. IN THE CASE OF ANY
DISCREPANCIES BETWEEN THE MANUFACTURER'S INFORMATION AND THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENTS TAKE PRECEDENCE.
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL EXISTING BUILDING CODE
• 2018 INTERNATIONAL ENERGY CONSERVATION CODE
• UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE 1-200-01
DOOR, REFER TO ARCH
DRAWINGS
M A
T C
H L
IN
E
S E
E A
E .1
AE520
A2
AE520
A3
AE520
A1
S-501
C2
CONCRETE FOUNDATION
WALL, REFER TO
STRUCTURAL DRAWINGS.
SIM. B1/AE520
NOTE: LEAN-TO STRUCTURE ON WEST
ELEVATION NOT SHOWN FOR CLARITY.
LEGEND
SPALLED (E) CONCRETE, SEE S-503, SEE AE200.1
FOR QUANTITES
CRACKS IN (E) CONCRETE, REPAIR PER DETAIL
B4/S501, SEE AE200.1 FOR QUANTITES
BRICK, REMOVE AND REPLACE CRACKED OR
SPALLED BRICK PER DETAIL C3/AE520, SEE AE200.1
FOR QUANTITES
REPOINT (E) MORTAR JOINTS, PER DETAIL C2/AE520
REMOVE (E) WINDOWS AND (E) PRECAST
CONCRETE SILL. INFILL WITH MASONRY
(E) EXPOSED CONCRETE FRAME
CONCRETE FOUNDATION, REFER TO STRUCTURAL
DRAWINGS
CMU WALL, REFER TO STRUCTURAL DRAWINGS.
COAT WITH ELASTOMERIC WATER-RESISTANT
COATING
20 64 10 14 22
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
As indicated
:5 :2
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE202.1
N O R
TH
EL
EV
AT
IO
N
B
P H
AS
E
A E .1
12811658
KSW ES EKO
DJD
3/16" = 1'-0"
NORTH ELEVATION B - PHASE 1
A1
(E) VENT OPENINGS, INFILL
OPENINGS WITH CONCRETE
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
(E) NORTHWEST
MASONRY STAIR
TOWER
GENERAL NOTES:
1. REPAIRS AND ALTERATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING I-
CODES:
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO
ORDERING MATERIALS, OR STARTING CONSTRUCTION. DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED ON LIMITED SAMPLE
MEASUREMENTS AND EXISTING DRAWINGS. ACTUAL DIMENSIONS AND
CONSTRUCTION MAY VARY FROM THAT SHOWN.
3. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS'
RECOMMENDATIONS AND GUIDE SPECIFICATIONS, AND THE REFERENCED
STANDARDS LISTED IN THE PROJECT SPECIFICATIONS. IN THE CASE OF ANY
DISCREPANCIES BETWEEN THE MANUFACTURER'S INFORMATION AND THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENTS TAKE PRECEDENCE.
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL EXISTING BUILDING CODE
• 2018 INTERNATIONAL ENERGY CONSERVATION CODE
• UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE 1-200-01
REPAIR (E) EPDM
ROOFING AT RISING
WALL BEYOND, SEE
DETAIL A2/AE511.
AE520
B1
EXTENT
OF DETAIL
M A
T C
H L
IN
E
S E
E A
E .2
NOTE: LEAN-TO STRUCTURE ON WEST
ELEVATION NOT SHOWN FOR CLARITY. LEGEND
SPALLED (E) CONCRETE, SEE S-503, SEE AE200.1
FOR QUANTITES
CRACKS IN (E) CONCRETE, REPAIR PER DETAIL
B4/S501, SEE AE200.1 FOR QUANTITES
BRICK, REMOVE AND REPLACE CRACKED OR
SPALLED BRICK PER DETAIL C3/AE520, SEE AE200.1
FOR QUANTITES
REPOINT (E) MORTAR JOINTS, PER DETAIL C2/AE520
REMOVE (E) WINDOWS AND (E) PRECAST
CONCRETE SILL. INFILL WITH MASONRY
(E) EXPOSED CONCRETE FRAME
CONCRETE FOUNDATION, REFER TO STRUCTURAL
DRAWINGS
CMU WALL, REFER TO STRUCTURAL DRAWINGS.
COAT WITH ELASTOMERIC WATER-RESISTANT
COATING
20 64 10 14 22
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
As indicated
:5 :2
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE202.2
N O R
TH
EL
EV
AT
IO
N
B
P H
AS
E
A E .2
12811659
KSW ES EKO
DJD
3/16" = 1'-0"
NORTH ELEVATION B - PHASE 2
A1
EXTEND ROOFING OVER TOP
OF SILICONE SHEET TO
PROVIDE WATERTIGHT
TRANSITION BED ROOFING IN
SILICONE SEALANT OVER
SHEET SEAL.
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
1 2 3 4
GENERAL NOTES:
1. REPAIRS AND ALTERATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING I-
CODES:
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO
ORDERING MATERIALS OR STARTING CONSTRUCTION. DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED ON LIMITED SAMPLE
MEASUREMENTS AND EXISTING DRAWINGS. ACTUAL DIMENSIONS AND
CONSTRUCTION MAY VARY FROM THAT SHOWN.
3. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS'
RECOMMENDATIONS AND GUIDE SPECIFICATIONS, AND THE REFERENCED
STANDARDS LISTED IN THE PROJECT SPECIFICATIONS. IN THE CASE OF ANY
DISCREPANCIES BETWEEN THE MANUFACTURER'S INFORMATION AND THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENTS TAKE PRECEDENCE.
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL EXISTING BUILDING CODE
• 2018 INTERNATIONAL ENERGY CONSERVATION CODE
• UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE 1-200-01
(E) CONCRETE STAIR AND RAMP
(E) DOOR TYP.
(E) CANOPY
STANDING SEAM METAL
ROOF WITH HUNG
GUTTER
CMU WALL REFER TO
STRUCTURAL DWGS.
COATED WITH WATER-
RESISTANT COATING,
SEE 09 90 00. EXTEND
COATING ONTO
CONCRETE 6" MIN.
CONCRETE
FOUNDATION WALL,
REFER TO
STRUCTURAL
DRAWINGS.
LEGEND
SPALLED (E) CONCRETE, SEE S-503, SEE AE200.1
FOR QUANTITES
CRACKS IN (E) CONCRETE, REPAIR PER DETAIL
B4/S501, SEE AE200.1 FOR QUANTITES
BRICK, REMOVE AND REPLACE CRACKED OR
SPALLED BRICK PER DETAIL C3/AE520, SEE AE200.1
FOR QUANTITES
REPOINT (E) MORTAR JOINTS, PER DETAIL C2/AE520
REMOVE (E) WINDOWS AND (E) PRECAST
CONCRETE SILL. INFILL WITH MASONRY
(E) EXPOSED CONCRETE FRAME
CONCRETE FOUNDATION, REFER TO STRUCTURAL
DRAWINGS
CMU WALL, REFER TO STRUCTURAL DRAWINGS.
COAT WITH ELASTOMERIC WATER-RESISTANT
COATING
20 64 10 14 22
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
As indicated
:5 :2
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE203.1
S O U
TH
EL
EV
AT
IO
N
A
P H
AS
E
A E .1
12811660
KSW ES EKO
DJD
3/16" = 1'-0"
SOUTH ELEVATION A - PHASE 1
A1
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
1 2 3 4
GENERAL NOTES:
1. REPAIRS AND ALTERATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING I-
CODES:
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO
ORDERING MATERIALS OR STARTING CONSTRUCTION. DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED ON LIMITED SAMPLE
MEASUREMENTS AND EXISTING DRAWINGS. ACTUAL DIMENSIONS AND
CONSTRUCTION MAY VARY FROM THAT SHOWN.
3. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS'
RECOMMENDATIONS AND GUIDE SPECIFICATIONS, AND THE REFERENCED
STANDARDS LISTED IN THE PROJECT SPECIFICATIONS. IN THE CASE OF ANY
DISCREPANCIES BETWEEN THE MANUFACTURER'S INFORMATION AND THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENTS TAKE PRECEDENCE.
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL EXISTING BUILDING CODE
• 2018 INTERNATIONAL ENERGY CONSERVATION CODE
• UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE 1-200-01
(E) CONCRETE STAIR AND RAMP
(E) DOOR TYP.
(E) CANOPY
PREPARE STEEL TENSION ROD
SURFACES AND PAINT TYP. REFER
TO 09 90 00. REMOVE AND RE-SET
EDGE METAL AS NEEDED.
LEGEND
SPALLED (E) CONCRETE, SEE S-503, SEE AE200.1
FOR QUANTITES
CRACKS IN (E) CONCRETE, REPAIR PER DETAIL
B4/S501, SEE AE200.1 FOR QUANTITES
BRICK, REMOVE AND REPLACE CRACKED OR
SPALLED BRICK PER DETAIL C3/AE520, SEE AE200.1
FOR QUANTITES
REPOINT (E) MORTAR JOINTS, PER DETAIL C2/AE520
REMOVE (E) WINDOWS AND (E) PRECAST
CONCRETE SILL. INFILL WITH MASONRY
(E) EXPOSED CONCRETE FRAME
CONCRETE FOUNDATION, REFER TO STRUCTURAL
DRAWINGS
CMU WALL, REFER TO STRUCTURAL DRAWINGS.
COAT WITH ELASTOMERIC WATER-RESISTANT
COATING
20 64 10 14 22
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
As indicated
:5 :2
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE203.2
S O U
TH
EL
EV
AT
IO
N
A
P H
AS
E
A E .2
12811661
KSW ES EKO
DJD
3/16" = 1'-0"
SOUTH ELEVATION A - PHASE 2
A1
M A
T C
H L
IN
E
S
.2
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
5 6 7 8
GENERAL NOTES:
1. REPAIRS AND ALTERATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING I-
CODES:
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO
ORDERING MATERIALS OR STARTING CONSTRUCTION. DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED ON LIMITED SAMPLE
MEASUREMENTS AND EXISTING DRAWINGS. ACTUAL DIMENSIONS AND
CONSTRUCTION MAY VARY FROM THAT SHOWN.
3. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS'
RECOMMENDATIONS AND GUIDE SPECIFICATIONS, AND THE REFERENCED
STANDARDS LISTED IN THE PROJECT SPECIFICATIONS. IN THE CASE OF ANY
DISCREPANCIES BETWEEN THE MANUFACTURER'S INFORMATION AND THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENTS TAKE PRECEDENCE.
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL EXISTING BUILDING CODE
• 2018 INTERNATIONAL ENERGY CONSERVATION CODE
• UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE 1-200-01
(E) CONCRETE STEPS AND RAMP
(E) CANOPY
AE520
C4
(E) ELEVATOR DOOR
(E) ELEVATOR PENTHOUSE
TYP.
AE520
B2
(E) DOOR TO REMAIN
PREPARE STEEL TENSION ROD
SURFACES AND PAINT TYP. REFER TO 09
90 00. REMOVE AND RE-SET EDGE METAL
AS NEEDED.
LEGEND
SPALLED (E) CONCRETE, SEE S-503, SEE AE200.1
FOR QUANTITES
CRACKS IN (E) CONCRETE, REPAIR PER DETAIL
B4/S501, SEE AE200.1 FOR QUANTITES
BRICK, REMOVE AND REPLACE CRACKED OR
SPALLED BRICK PER DETAIL C3/AE520, SEE AE200.1
FOR QUANTITES
REPOINT (E) MORTAR JOINTS, PER DETAIL C2/AE520
REMOVE (E) WINDOWS AND (E) PRECAST
CONCRETE SILL. INFILL WITH MASONRY
(E) EXPOSED CONCRETE FRAME
CONCRETE FOUNDATION, REFER TO STRUCTURAL
DRAWINGS
CMU WALL, REFER TO STRUCTURAL DRAWINGS.
COAT WITH ELASTOMERIC WATER-RESISTANT
COATING
20 64 10 14 22
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
As indicated
:5 :2
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE204.2
S O U
TH
EL
EV
AT
IO
N
B
P H
AS
E
A E .2
12811662
KSW ES EKO
DJD
3/16" = 1'-0"
SOUTH ELEVATION B - PHASE 2
A1
M A
T C
H L
IN
E
S
.2
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
A B C D
GENERAL NOTES:
1. REPAIRS AND ALTERATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING I-
CODES:
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO
ORDERING MATERIALS OR STARTING CONSTRUCTION. DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED ON LIMITED SAMPLE
MEASUREMENTS AND EXISTING DRAWINGS. ACTUAL DIMENSIONS AND
CONSTRUCTION MAY VARY FROM THAT SHOWN.
3. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS'
RECOMMENDATIONS AND GUIDE SPECIFICATIONS, AND THE REFERENCED
STANDARDS LISTED IN THE PROJECT SPECIFICATIONS. IN THE CASE OF ANY
DISCREPANCIES BETWEEN THE MANUFACTURER'S INFORMATION AND THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENTS TAKE PRECEDENCE.
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL EXISTING BUILDING CODE
• 2018 INTERNATIONAL ENERGY CONSERVATION CODE
• UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE 1-200-01
DOWN
LEADER
HUNG GUTTER,
SLOPE 1/16" PER FT.
STANDING SEAM
METAL ROOF SEE
DETAIL C2/AE510
(E) VENT OPENINGS,
INFILL OPENINGS WITH
CONCRETE, TYP.
AE510
C4
AE510
B1
AE510
B2
S-501
C2
(E) NORTHWEST
MASONRY STAIR
TOWER
ATTACHMENT STRAPS
ROUGHLY 2' FROM TOP
AND BOTTOM. STRAP
FASTENERS WITHIN CMU
WALL SHALL BE INSTALLED
INTO MORTAR JOINTS.
CONCRETE FOUNDATION
WALL, REFER TO
STRUCTURAL DWGS.
CMU WALL REFER TO
STRUCTURAL DWGS. COATED
WITH ELASTOMERIC WATER-
RESISTANT COATING, EXTEND
COATING ONTO CONCRETE
FOUNDATION WALL 6" MIN.
CONCRETE REPAIR
EXTENDS BEHIND (E)
STRUCTURE. EXECUTE
SPECIFIED REPAIRS PRIOR
TO ERECTING. SEE AE205.2
FOR LOCATIONS.
LEGEND
SPALLED (E) CONCRETE, SEE S-503, SEE AE200.1
FOR QUANTITES
CRACKS IN (E) CONCRETE, REPAIR PER DETAIL
B4/S501, SEE AE200.1 FOR QUANTITES
BRICK, REMOVE AND REPLACE CRACKED OR
SPALLED BRICK PER DETAIL C3/AE520, SEE AE200.1
FOR QUANTITES
REPOINT (E) MORTAR JOINTS, PER DETAIL C2/AE520
REMOVE (E) WINDOWS AND (E) PRECAST
CONCRETE SILL. INFILL WITH MASONRY
(E) EXPOSED CONCRETE FRAME
CONCRETE FOUNDATION, REFER TO STRUCTURAL
DRAWINGS
CMU WALL, REFER TO STRUCTURAL DRAWINGS.
COAT WITH ELASTOMERIC WATER-RESISTANT
COATING
20 64 10 14 22
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
As indicated
:5 :2
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE205.1
W
ES
T
EL
EV
AT
IO
N
P H
AS
E 1A E .1
12811663
KSW ES EKO
DJD
3/16" = 1'-0"
WEST ELEVATION - PHASE 1
A1
TYP.
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
14'-4"
2ND FLOOR
24'-10"
ROOF
0"
EXISTING GRADE
A B C D
GENERAL NOTES:
1. REPAIRS AND ALTERATIONS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING I-
CODES:
2. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO
ORDERING MATERIALS OR STARTING CONSTRUCTION. DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE BASED ON LIMITED SAMPLE
MEASUREMENTS AND EXISTING DRAWINGS. ACTUAL DIMENSIONS AND
CONSTRUCTION MAY VARY FROM THAT SHOWN.
3. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURERS'
RECOMMENDATIONS AND GUIDE SPECIFICATIONS, AND THE REFERENCED
STANDARDS LISTED IN THE PROJECT SPECIFICATIONS. IN THE CASE OF ANY
DISCREPANCIES BETWEEN THE MANUFACTURER'S INFORMATION AND THE CONTRACT
DOCUMENTS, THE MORE STRINGENT REQUIREMENTS TAKE PRECEDENCE.
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL EXISTING BUILDING CODE
• 2018 INTERNATIONAL ENERGY CONSERVATION CODE
• UNIFIED FACILITIES CRITERIA (UFC) DOD BUILDING CODE 1-200-01
(E) NORTHWEST
MASONRY STAIR
TOWER
EXECUTE SPECIFIED CONCRETE
REPAIRS AT SURFACES TO RECIEVE
NEW STRUCTURE PRIOR TO ERECTING.
COORDINATE WITH PHASE 1.
LEGEND
SPALLED (E) CONCRETE, SEE S-503, SEE AE200.1
FOR QUANTITES
CRACKS IN (E) CONCRETE, REPAIR PER DETAIL
B4/S501, SEE AE200.1 FOR QUANTITES
BRICK, REMOVE AND REPLACE CRACKED OR
SPALLED BRICK PER DETAIL C3/AE520, SEE AE200.1
FOR QUANTITES
REPOINT (E) MORTAR JOINTS, PER DETAIL C2/AE520
REMOVE (E) WINDOWS AND (E) PRECAST
CONCRETE SILL. INFILL WITH MASONRY
(E) EXPOSED CONCRETE FRAME
CONCRETE FOUNDATION, REFER TO STRUCTURAL
DRAWINGS
CMU WALL, REFER TO STRUCTURAL DRAWINGS.
COAT WITH ELASTOMERIC WATER-RESISTANT
COATING
20 64 10 14 22
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
As indicated
:5 :2
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE205.2
W
ES
T
EL
EV
AT
IO
N
P H
AS
E 2A E .2
12811664
KSW ES EKO
DJD
3/16" = 1'-0"
WEST ELEVATION - PHASE 2
A1
(E) CONCRETE
STAIR AND
RAMP
PREPARE (E) LEAN-TO STEEL
COLUMN AND SADDLE
SURFACES AND PAINT, TYP.
REFER TO 09 90 00.
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
(E) CONCRETE
WAFFLE SLAB
TRANSITION
TO (E) ROOFING ROOFING
(E) ROOFING
TO REMAIN
4" 4"
4" MIN. LAP TO
(E) VAPOR BARRIER
(E) VAPOR
BARRIER
(E) INSULATION
(E) COVERBOARD
(E) EPDM MEMBRANE
(E) FASTENER WITH
WASHER PLATE
LAP SEALANT
FASTENER WITH
WASHER PLATE
INSULATION;
THICKNESS AND
SLOPE TO MATCH
EXISTING
COVERBOARD
FULLY ADHERED EPDM MEMBRANE
NOTE:
SEE ROOF PLAN FOR
EXTENTS OF REPLACEMENT.
SEAM ADHESIVE TAPE
PREFABRICATED
ALUMINUM PANEL
3/4" PLYWOOD, FASTEN
TO METAL DECK
@ 6" ALONG EDGES
@ 12" IN FIELD
/8
2"
BETWEEN PANELS
1/16" MIN. GAP
DOUBLE LOCK STANDING SEAM,
SPACE 20" O.C. MAX., ORIENT
PARALLEL WITH SLOPE OF ROOF
PREFABRICATED STAINLESS
STEEL CLEAT, 2" WIDE,
SPACED AT 6" O.C. FOLD INTO
STANDING SEAM
CONTINUOUS SELF-
ADHERED UNDERLAYMENT
CONTINUOUS BREATHER
SHEET AND ROOF MAT
METAL DECK, SEE
STRUCTURAL DWGS.
REGLET SET ALUMINUM FLASHING; EXTEND
3" MIN. BEYOND ROOF BOTH SIDES.
M
IN
STANDING SEAM METAL ROOFING; TURN UP
TOP EDGE AND SEAL WITH SEALANT
METAL COUNTER FLASHING. EXTEND
3 IN. BEYOND ROOF BOTH SIDES
M
IN
3/4" PLYWOOD SHEATHING
(E) CONCRETE
METAL DECK AND
FRAMING, SEE
STRUCTURAL DWGS.
CONTINUOUS MEMBRANE UNDERLAYMENT, BREATHER
SHEET, AND ROOF MAT (NOT SHOWN), EXTEND ONTO WALL
BACKER ROD AND SEALANT,
SEE DETAIL C1/AE520
CONTINUOUS Z-CLOSURE
CUT REGLET INTO (E) CONCRETE
METAL DECK AND
FRAMING, SEE
STRUCTURAL DWGS.
STAINLESS
STEEL STRAP
4" ALUMINUM
GUTTER AND
DOWNSPOUT
STAINLESS
STEEL BRACKET
CMU WALL SEE
STRUCTURAL DWGS.
STANDING SEAM
METAL ROOFING
BREATHER SHEET AND ROOF MAT
CONTINUOUS SELF-
ADHERED UNDERLAYMENT
CONTINUOUS EAVE
STARTER FLASHING
3/4" PLYWOOD
MASONRY BOND BEAM, SEE
STRUCTURAL DRAWINGS
2X4 WOOD BLOCKING, ANCHOR
WITH 3 1/4 IN. MASONRY ANCHORS,
1/4 IN. DIAMETER @ 12 IN. O.C.
PREFABRICATED
ALUMINUM PANEL
PREFABRICATED STAINLESS
STEEL CLEAT, 2" WIDE,
SPACED AT 12" O.C. FOLD
INTO STANDING SEAM
METAL DECK SEE
STRUCTURAL DWGS.
ALUMINUM
FLASHING WITH
DRIP EDGE
CMU WALL SEE
STRUCTURAL
DWGS.
TYP. STANDING
SEAM ROOFING
ASSEMBLY, SEE
C2/AE510.
/2
M
IN
2X6 WOOD
BLOCKING
GUARD RAIL (TYP.)
COUNTERWEIGHT
WALKWAY PADS
EPDM ROOFING
ASSEMBLY
NOTE:
DO NOT PENETRATE ROOF MEMBRANE.
(E) CONCRETE
WAFFLE SLAB
/2
ROOFING
ASSEMBLY
(E) CONCRETE WAFFLE SLAB
/2
TREATED WOOD
BLOCKING
EPDM STRIP FLASHING
FASTENER, PER MANUFACTURER, TO BE
COMPATIBLE WITH TREATED WOOD BLOCKING TYP.
ALUMINUM COUNTERFLASHING
FASTENER
MECHANICAL UNIT, REFER TO MECH. DWGS.
EPDM FLASHING
SEALANT
MECHANICAL UNIT
CURB FILLED WITH
BATT INSULATION
SEAM ADHESIVE TAPE
REMOVE AND REPLACE ROOFING 1 FT. MIN.
BEYOND PENERATION IN ALL DIRECTIONS.
SEE DETAIL C1/AE510.
EPDM ROOFING
ASSEMBLY
(E) CONCRETE
WAFFLE SLAB
/4
TREATED WOOD
BLOCKING
FASTENER, PER MANUFACTURER,
TO BE COMPATIBLE WITH
TREATED WOOD BLOCKING TYP.
EPDM FLASHING
SEALANT
M
IN
NOTES:
1. IF THE DUCT WILL BE WATERPROOFED AND
INSULATED, EXTEND WATERPROOFING AND
INSULATION ONTO METAL FLASHING ON
DUCT, TO ACT AS COUNTERFLASHING.
DUCTWORK, SHOWN
SCHEMATICALLY.
ALUMINUM COUNTERFLASHING
SEALANT OVER
EXPOSED FASTENERS
REMOVE AND REPLACE
ROOFING 1 FT. MIN. BEYOND
DUCT PENETRATION ON ALL
SIDES. SEE DETAL C1/AE510.
SEAM ADHESIVE TAPE
CONTINUOUS
BUTYL TAPE TYP.
ROOFING
ASSEMBLY
(E) CONCRETE WAFFLE SLAB
/2
EPDM STRIP FLASHING
FASTENER, PER MANUFACTURER, TO BE
COMPATIBLE WITH TREATED WOOD BLOCKING TYP.
ALUMINUM CAP FLASHING
FASTENER
EPDM ROOFING, EXTEND UP AND OVER CURB
SEAM ADHESIVE TAPE
PREFABRICATED METAL CURB, SEE
MECHANICAL DRAWINGS.
REMOVE AND REPLACE ROOFING
1 FT. MIN. BEYOND PENERATION
IN ALL DIRECTIONS. SEE DETAIL
C1/AE510.
M
IN
TREATED WOOD
BLOCKING
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
As indicated
:5 :2
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE510
TY
P
IC
AL
R O O F D
ET
AI
LS
A E
12811665
KSW ES EKO
DJD
NTS
TYPICAL TRANSITION AT EXISTING ROOFING
C1
NTS
TYPICAL STANDING SEAM METAL ROOF - SECTION
C2
NTS
METAL ROOF AT RISING WALL
C4
NTS
STANDING SEAM ROOF EDGE AT GUTTER
B1
NTS
RAKE AT STANDING SEAM METAL ROOF EDGE
B2
NTS
BALLASTED GUARD RAIL
B4
NTS
FLASHING AT MECHANICAL CURB
A2
1 1/2" = 1'-0"
FLASHING AT DUCT PENETRATION
A4
1 1/2" = 1'-0"
FLASHING AT PRE-FABRICATED METAL MECHANICAL CURB
A3
D E S
IG
N
2 0
E-
FI
N
AL
2/
IS
SU
ED
FO
R
C O N
ST
R U C T I O N
3/
(E) ROOF SLAB
STAINLESS STEEL
HOSE CLAMP
SEALANT TYP.
EPDM FLASHING, TYP.
/4
M
IN
1/2" GALV A36 BASE PLATE
GALV STEEL STAIR
STRINGER AND TREADS
HSS 4 X 0.250
(GALV)
SEAM ADHESIVE TAPE, TYP.
EXTEND VAPOR
RETARDER MEMBRANE
ONTO STEEL POST
EPDM
ROOFING
SYSTEM
REMOVE AND REPLACE
ROOFING 1 FT. BEYOND
POST, SEE C1/AE510
(4) 1/2" Ø GALV. EXPANSION
ANCHORS WITH 2 1/4" EMBED
(4) 3/4" Ø GALV A307 BOLTS
1/2" GALV A36 CONNECTOR PLATES
3/16
1/2" GALV A36 GUSSET PLATES
3/16
3/16
COORDINATE STRINGER GEOMETRY AT TOP
OF STAIR WITH EXISTING ROOF STRUCTURE.
(E) CONCRETE
WAFFLE SLAB
SEAM ADHESIVE
TAPE
(E)
MASONRY
WALL
EPDM BASE FLASHING
(E) BACKER ROD
AND SEALANT
TERMINATION
BAR FASTENED
12 IN. O.C.
(E) VAPOR
RETARDER
(E) EPDM
ROOF
SYSTEM
NOTE:
EXTEND EPDM EXPANSION JOINT
MIN. 3 IN. BEYOND ROOF EDGE AND
3 IN BELOW ROOF AT EDGES.
BACKER ROD
/1
/1
(E) CONCRETE SLAB
TERMINATION BAR
AND SEALANT
EPDM
ROOFING
SYSTEM
PRE MOLDED BOOT
FLASHING
SEAL OR ADHERE
VAPOR RETARDER TO
PIPE (TYP.)
PIPE
SEALANT
M
IN
HOSE CLAMP
(E) CONCRETE
WAFFLE SLABREMOVE AND REPLACE
ROOFING 1 FT. BEYOND
PENETRATION IN ALL
DIRECTIONS. SEE
DETAIL C1/AE510.
SEAM ADHESIVE
TAPE
NOTE:
PROTECT EXISTING ROOFING FROM WATER
AND DAMAGE DURING CORING OPERATIONS.
/1
V E
N T
P
IP
E H
E
IG
H T
P E
R M
E C
H D
W G
S
BACKER ROD
AND SEALANT
PM/DM
BRANCH MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
SATISFACTORY TO
APPROVED
ACTIVITY
3/10/2020
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
EPROJECT NO.:
D E
P A
R T
M E
N T
O F
T H
E N
A V
Y N
A V
A L
F A
C
IL
IT
IE
S E
N G
IN
E
E R
IN
G
C O
M M
A N
D
S
YM
D
ES
C R
IP
TI
O N
D
AT
E
AP
P R
DRAWFORM REVISION: 12 APRIL 2018
UNCLASSIFIED - FOR OFFICIAL USE ONLY
UNCLASSIFIED - FOR OFFICIAL USE ONLY
U N C
LA
S S
IF
IE
D
FO
R
O
FF
IC
IA
L U S E O N
LY
F
IL
E
N A M E
LA
Y O U T N A M E
P L O
TT
E D
U S E R
CFM/LEJ
EJA
APPROVED BY JOHNATHAN JOHNS
PM&EB SUPERVISOR WITH NAVAL
SUBASE, NEW LONDON, CT
N40085-20-R-0033
1600391
D
EP
AR
TM
EN
T O F
TH
E N
AV
Y
C ry st al
La ke
R d, G ro to n, C T
C ry st al L ak e
R d
, G ro to n
, C T
D
E P
A R
T M
E N
T O
F T
H E
N A
V Y
I:
B O S P ro je c ts .0 B D ra w in g s W o rk in g S e t\ R e vi t\ L O C A L
U S E R S
JC
V a rn e y\ .0 B R jc va rn e y.
rv t
3" = 1'-0"
:5 :3
A M
P R
O J E
C T
R M
-1
R
E P
A
IR
N A
V Y
I N
F
O P
E R
A T
IO
N
S D
E T
A C
H M
E N
T
B L D
G
AE511
TY
P
IC
AL
R O O F D
ET
AI
LS
A E
12811666
KSW ES EKO
DJD
NTS
TYPICAL STAIR SUPPORT
A1
NTS
EPDM…
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 .