20-B-0004 ATTACHMENT 6C - A-104 Architectural Roof Plan.pdf
PDF 255 KB Posted
- Attached to
- ADAL Civil Engineering, Buildings 151 & 119
- Solicitation number
- W50S8Q-20-B-0004
- Issued by
-
Department of the Army National Guard
About this file
This document provides details for a federal solicitation seeking construction services. The 178th Wing Contracting Office at Springfield Air National Guard Base is soliciting offers for Project No. WAAR152202, which involves remodeling and additions to two civil engineering buildings at the base. The project scope includes mechanical, electrical, plumbing, communications, security, and finish work upgrades to Building 151, as well as remodeling of Buildings 119a and 119b. The total contract value is estimated between $5-10 million. The North American Industry Classification code is 236220. The solicitation is set aside for small businesses participating in the 8(a) Business Development Program. The pre-bid conference is scheduled for September 1st, 2020, with bids due on September 24th, 2020. The contract performance period is 360 calendar days. Interested parties must register in the System for Award Management to receive solicitation documents from the Federal Business Opportunities website.
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
A-301
A-301 A12
A14
1/ 4"
1'
-0
1/4" / 1'-0"
A13
A13
AREA A
AREA B
AREA A
AREA B
A12
A14
A26
A26
2" / 1'-0"2" / 1'-0"
A26 A26A26
A-504
A-504
A-504
A-504
A-504
________ 6 A-504
A-504
A-504
A-504
AREA A ROOF
AREA B ROOF
A-301
A32
A32
A32
D.S.D.S.
D.S.
A14
A32
A12
A-504 ________6
A-504
A12A12
A13
A14
A14A14
A32
A12A12
A35
A35
A13
A14
A32
A35
N
CHKD:
DRWN:
PROJ:
DESN:
A
B
C
D
E
F
2 3 4 5 6 7
Bar measures 1 inch, otherwise drawing is not to scale
C op yr ig ht : T et ra
T ec h
5'-4" 10'-8" 21'-4"
SCALE: 3/32" = 1'-0"
9/ 8/
2 :
:4
PM
C :\U se rs
\ja so n.
hu ns uc ke r\D oc um en ts
\A -S
PR
IN
G
FI
EL
D
A N
G B
LD
G
_v
_j as on
.h un su ck er .rv t
200-11652-18005
J. HUNSUCKER
T. HOURIGAN
Q. BIAGI
A-104
SP
R
IN
G
FI
EL
D -B
EC
KL
EY
A
N G
B, O
H
IO
A N
G
AD
AL
C
IV
IL
E
N G
IN
EE
R
IN
G B
U
IL
D
IN
G S
W
AA
R
AR
C
H
IT
EC
TU
R
AL
R O
O F
PL
AN
SCALE: 3/32" = 1'-0"
ROOF PLAN
ROOF GENERAL NOTES
1. REPAIR AND REPLACE ROOFING SYSTEM AND STRUCTURE
DAMAGED BY IMPROPER STORAGE, CONSTRUCTION
ACTIVITIES, OR LACK OF ADEQUATE TEMPORARY
PROTECTION. THIS ALSO INCLUDES INTERIOR DAMAGE TO
FINISHES, EQUIPMENT, FURNISHINGS, ETC. RESULTING FROM
LEAKS.
2. VERIFY SIZE, LOCATION AND NUMBER OF ROOF
PENETRATIONS INCLUDING VENTS, PIPES, CURBS, ROOF
DRAINS, CONDUITS, ETC. PRIOR TO FLASHING AND SEALING
PENETRATIONS WHETHER OR NOT INDICATED ON THE
DRAWINGS.
3. REFER TO MECHANICAL DRAWINGS TO COORDINATE ROOF
PENETRATION LOCATIONS.
4. METAL GUTTERS SLOPE MIN 1/16" PER FOOT.
5. AT EXISTING ROOF AREAS THAT WILL REQUIRE NEW EPDM
MEMBRANE ROOF SYSTEM, REFER TO DETAILS ON A-504 FOR
ROOF PENETRATIONS, EQUIPMENT CURB FLASHING AND
TYPICAL ROOF DETAILS.
6. REFER TO SHEET S-002 FOR PROJECT WIND LOAD DATA.
7. NEW ROOF SLOPES TO MATCH EXISTING AT THE EXISTING
ROOF SECTIONS INDICATING NEW ROOFING.
8. REPAIR EXISTING DECK AND INSTALL DECK REPLACEMENT AS
REQUIRED ON ALL SINGLE-PLY MEMBRANE ROOF AREAS.
MATCH IN KIND REPLACEMENT DECK MATERIAL AT ALL
ABANDONED OPENINGS AT NEW ROOF DESIGN.
KEYNOTES
A12 APPLY NEW FULLY ADHERED WHITE FACED, 90 MIL, EPDM
RUBBER MEMBRANE ON 1/2" COVERBOARD ON TAPERED RIGID
POLYISO INSULATION BOARD (R-30 MIN. 5") ON EXISTING DECK.
A13 PRE-FINISHED, KYNAR COATED, ALUMINUM GUTTER AND
DOWNSPOUTS TO SPLASH BLOCK BELOW.
A14 APPLY NEW FULLY ADHERED WHITE FACED, 90 MIL, EPDM
RUBBER MEMBRANE ON 1/2" COVERBOARD ON RIGID POLYISO
INSULATION BOARD (R-30 MIN. 5") OVER 1 1/2" METAL DECK
ROOF SYSTEM.
A26 EXISTING STANDING SEAM METAL ROOF SYSTEM AND
EXISTING DECK TO REMAIN.
A32 PROVIDE AND INSTALL NEW PRE-FINSHED ALUMINUM COPING
CAP TO MATCH IN COLOR AND IN PROFILE.
A35 ALL EXSITING ROOFTOP EQUIPMENT, ROOF PENETRATIONS
AND FLAHSING TO BE INSTALLED PER ROOFING
MANUFACTURER'S DETAILS.
RAINWATER DATA
DAYTON, OHIO
10 YR 7.0 IN / HR
100 YR 10.0 IN / HR
AREAS ROUNDED FOR DRAINAGE CALCULATIONS ONLY. CONTRACTOR SHALL
DEVELOP TAKE OFF QUANTITIES INDEPENDENTLY
SQUARE FOOTAGE GUTTER DS MAX DISTANCE
AREA A ROOF: 1,000 5" X 6" 4" X 4" 40' O.C.
AREA B ROOF: 940 5" X 6" 4" X 4" 40' O.C.
M
AR
K D
AT
E
D E S
C R
IP
T I
O N
BY
1 2 /1
3/
TY
P E
B -3
S U
BM
IT
TA
L
| Sheets |
| A-104 - ARCHITECTURAL ROOF PLAN |
File details come from the government source that posted it. Updated .