REV D_Amend 01_A-102_Bldg 26 - Arch Roof Plan-RTA.pdf
PDF 196 KB Posted
- Attached to
- MOTSU-22018 Annual Roof Repairs
- Solicitation number
- W912PM22B0010
About this file
This solicitation is for annual roof repairs at the Military Ocean Terminal Sunny Point in Southport, North Carolina. The U.S. Army Corps of Engineers Wilmington District requires a contractor to replace the roofs of Building 26 and Building 32. For Building 26, the contractor will demolish the existing single-ply membrane and insulation down to the metal deck and replace it with a 2-ply modified bitumen roof system and new insulation over an area of approximately 10,400 square feet. For Building 32, the work will cover 3,100 square feet. Additional work includes reflashing penetrations and parapets and replacing prefinished metal parapet caps. The contractor must perform all work in accordance with contract specifications, manufacturer's recommendations, and applicable building codes. This will be a firm-fixed price contract. The NAICS code is 238160 and size standard is $16.5 million. The magnitude of construction is between $1-5 million. The solicitation number is W912PM22B0010 and it is set aside for Service-Disabled Veteran-Owned Small Businesses. The response due date is not provided.
View the file
Other files
Show all 22
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
RD
RDRD
RD
TYP
TYP
TYP
TYP
140'-6"±
(FIELD VERIFY)
'-6
(F
IE
LD
V
ER
IF
Y)
EXIST. 12" x 4" OVERFLOW
SCUPPER - SEE DETAIL 3/A-501
(TYP. AT 4 LOCATIONS)
REPLACE EXISTING ROOF DRAIN -
SEE DETAIL 2/A-501 (TYP. AT 4
LOCATIONS)
EXIST. ROOF HATCH
- SEE DETAIL 5/A-501
EXISTING
CONDENSER
EXISTING
CONDENSER
EXISTING EXHAUST FAN
- SEE DETAIL 7/A-501
EXIST. RTU - REUSE
EXISTING OPENINGS
- SEE DETAIL 6/A-501
EXISTING TV
SATELLITE
EXIST. VTR -
SEE DETAIL
9/A-501
EXISTING BOILER
FLUE STACK TO
BE REUSED - SEE
DETAIL 7/A-501
TYP
TYP
A-501
A-501
A-501
A-501
EXIST. VTR -
SEE DETAIL
9/A-501
A-102
BU
IL
D
IN
G
AR
C H
IT
EC
TU
R
AL
N
EW
R O
O F
PL
AN
R . B
ES
T
S.
S
U R
R
AT
T
J.
M
AN
N
IN
G
R . B
ES
T
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
FI
LE
N
AM
E:
C
AT
EG
O
R Y
C O
D E
AN
SI
D
XX
XX
XX
-X
X- X-
XX
XX
W
2P M
-2 2-
B-
AP
R
IL
W
IL
M
IN
G
TO
N , N
O R
TH
C
AR
O
LI
N
A
D
AR
LI
N G
TO
N
A
VE
N U
E W
IL
M
IN
G
TO
N
D
IS
TR
IC
T
A D
Q C
/U se r R ev ie w
S U
BM
IT
TA
L
.2
R
TA
B
BC
O
ES
R
EV
IE
W
FE
B
C
R
TA
AP
R
IL
M O
TS
U
AN
N
U
AL
R O
O F
R
EP
AI
R
S M
IL
IT
AR
Y
O C
EA
N
T
ER
M
IN
AL
SU
N
N Y
PO
IN
T (M
O
TS
U
BR
U
N
SW
IC
K
C O
U N
TY
, N
O R
TH
C
AR
O
LI
N
A
D
AM
EN
D
M
EN
T
O
PT
IO
N
AL
B
ID
IT
EM
M
AY
SCALE: 1/8" = 1'-0"1 BUILDING 26 - NEW ROOF PLAN
GENERAL CONSTRUCTION NOTES
1 CONTRACTOR SHALL FOLLOW ALL FACILITY RULES AND REGULATIONS
WHILE WORKING ON SITE. THIS INCLUDES BUT IS NOT LIMITED TO; ACCESS
ONTO THE FACILITY, SCHEDULED WORKING HOURS, GENERAL SAFETY
PROCEDURES, FIRE SAFETY PROCEDURES, SECURITY AND ENVIRONMENTAL
CONTROL PROCEDURES.
2 ALL PERMITTING REQUIREMENTS MUST BE SATISFIED/OBTAINED PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION WORK.
3. FIELD VERIFY DIMENSIONS.
CONSTRUCTION NOTES
1 DEMO EXISTING SINGLE PLY MEMBRANE & INSULATION DOWN TO EXISTING
METAL DECK - REPLACE WITH 2 PLY SBS MODIFIED BITUMEN ROOF ON 1/2"
COVER BOARD ON NEW POLYISOCYANURATE INSULATION BOARD - SEE
SPECIFICATION 07 52 00 FOR COMPLETE DESCRIPTION OF ROOF SYSTEM.
REPLACE EXISTING ROOF DRAIN W/ NEW - SLOPE NEW ROOF TO DRAINS.
REPLACE PREFINISHED METAL CAP ON ALL PARAPET WALLS WHERE NEW
ROOFING MUST RUN AND BE FASTENED UNDER ROOF CAP. METAL CAP ON
HIGH PARAPET WALLS TO REMAIN.
RE-FLASH EXISTING OVERFLOW SCUPPERS. SEE DETAIL 3/A-501.
PARAPET & ORNATE
CORNICE REMAIN
Lightning Protection Scope of Work
1. REMOVE ONLY AS MUCH OF THE EXISTING LIGHTNING PROTECTION SYSTEM
AS IS REQUIRED FOR THE REPLACEMENT OF THE ROOF.
2. RE-INSTALL IN THE SAME POSITION AS EXISTING CONDITIONS.
3. PROVIDE CERTIFICATION FROM A COMMERCIAL THIRD-PARTY INSPECTION
COMPANY WHOSE SOLE WORK IS LIGHTNING PROTECTION, STATING THAT
THE LIGHTNING PROTECTION SYSTEM COMPLIES WITH NFPA 780. THIRD
PARTY INSPECTION COMPANY CANNOT BE THE SYSTEM INSTALLER OR THE
SYSTEM DESIGNER. PROVIDE A UL LIGHTNING PROTECTION INSPECTION
MASTER LABEL CERTIFICATE FOR EACH FACILITY INDICATING COMPLIANCE TO
NFPA 780. INSPECTION MUST COVER EVERY CONNECTION, AIR TERMINAL,
CONDUCTOR, FASTENER, ACCESSIBLE GROUNDING POINT AND OTHER
COMPONENTS OF THE LIGHTNING PROTECTION SYSTEM TO ENSURE 100%
SYSTEM COMPLIANCE. THIS INCLUDES WITNESSING THE TESTS FOR THE
RESISTANCE MEASUREMENTS FOR GROUND RODS WITH TEST WELLS, AND
FOR CONTINUITY MEASUREMENTS FOR BONDS. IT ALSO INCLUDES
VERIFICATION OF PROPER SURGE PROTECTIVE DEVICES FOR POWER, DATA
AND TELECOMMUNICATION SYSTEMS. RANDOM SAMPLING OR PARTIAL
INSPECTION OF A FACILITY IS NOT ACCEPTABLE.
4. TEST THE LIGHTNING PROTECTION AND GROUNDING SYSTEM TO ENSURE
CONTINUITY IS NOT IN EXCESS OF 1 OHM AND THAT RESISTANCE TO GROUND
IS NOT IN EXCESS OF 25 OHMS. PROVIDE DOCUMENTATION FOR THE
MEASURED VALUES AT EACH TEST POINT. TEST THE GROUND ROD FOR
RESISTANCE TO GROUND BEFORE MAKING CONNECTIONS TO THE ROD. TIE
THE GROUNDING SYSTEM TOGETHER AND TEST FOR RESISTANCE TO
GROUND. MAKE RESISTANCE MEASUREMENTS IN DRY WEATHER, NOT
EARLIER THAN 48 HOURS AFTER RAINFALL. INCLUDE IN THE WRITTEN
REPORT: LOCATIONS OF TEST POINTS, MEASURED VALUES FOR CONTINUITY
AND GROUND RESISTANCE'S, AND SOIL CONDITIONS AT THE TIME THAT
MEASUREMENTS WERE MADE. SUBMIT RESULTS OF EACH TEST TO THE
CONTRACTING OFFICER.
| Sheets and Views |
| CURRENT |
File details come from the government source that posted it. Updated .