Am-0005_W9128F-20-R-0031.pdf
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- Attached to
- Construction of a Company Operations Facility at Butts Army Airfield, Fort Carson, Colorado (PN 77303)
- Solicitation number
- W9128F20R0031
About this file
This amendment to solicitation W9128F20R0031 provides revised drawings and specifications for the construction of a Company Operations Facility at Butts Army Airfield in Fort Carson, Colorado. The project includes site facilities and a single company building. Revised drawings cover site plans, joint plans, canopy framing, composite elevations, building sections, and roof details. The response date for proposals is extended to March 19, 2020 at 2:00 pm local time. The solicitation remains restricted to small business interests for the Army Corps of Engineers.
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Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:
(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE
2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)
7. ADMINISTERED BY (If other than Item 6) CODE
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
FACILITY CODE
9A. AMENDMENT OF SOLICITATION NUMBER
9B. DATED (SEE ITEM 11)
10A. MODIFICATION OF CONTRACT/ORDER NUMBER
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.
12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER
NUMBER IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15C. DATE SIGNED
15A. NAME AND TITLE OF SIGNER (Type or print)
16C. DATE SIGNED
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
PAGE OF PAGES
6. ISSUED BY CODE
8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)
CODE
15B. CONTRACTOR/OFFEROR
(Signature of person authorized to sign)
16B. UNITED STATES OF AMERICA
(Signature of Contracting Officer)
Previous edition unusable
Amendment No. 0005 W9128F
COMPANY OPERATIONS FACILITIES, PN 77303, BUTTS ARMY AIRFIELD (FY20), FORT CARSON, COLORADO
See attached documentation for content of the amendment revisions to solicitation
Date for receipt of proposals is 19 MAR 2020 at 1400 hours
Government Point of Contact: Bill Rawe, Contract Specialist, William.T.Rawe@usace.army.mil
U.S.ARMY CORPS OF ENGINEERS, OMAHA
Rocky Mountain Area Office Attn: CONTRACTING DIVISION (CENWO-CT-M) 5475 Tech Center Drive, Suite 205 Colorado Springs, CO 80919
See Item 6
W9128F-20-R-0031
03/11/2020
01/23/2020
03/11/2020
Am #0005 - 1
Am #0005 - 2 (Continuation SF 30)
11 March 2020 Solicitation No. W9128F 20 R 0031
Date of Issue: 23 January 2020 Date of Receiving Proposals: 19 MAR 2020
SUBJECT: Amendment No. 0005 to Request for Proposal Solicitation Package for Construction of COMPANY OPERATIONS FACILITIES, PN 77303, BUTTS ARMY AIRFIELD
TO: Prospective Offerors and Others Concerned
1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).
a. Specifications. (Descriptive Changes.)
(1) Section 07 42 13 Page 13, paragraph 2.2.2 “Steel Sheet”, delete item d.2. “Profile to be...and exposed fasteners.” in its entirety and replace with the following:
“2. Profile to be a 1-1/2 inch high rib at 12 inches o.c. with small stiffening ribs, 38 inch overall width with 36 inch to 42 inch coverage.”
b. Specifications (New and/or Revised and Reissued). NOT USED
c. Drawings (Reissued). The following drawings are revised with latest revision date as shown in the drawing border, and reissued with this amendment.
Volume 1 of 2 – Site Facilities Package:
(1) Sheet G-002, VOLUME 1 INDEX
(2) Sheet CP151, JOINT PLAN – AREA 1
(3) Sheet CP152, JOINT PLAN – AREA 2
Volume 2 of 2 – Single Company Building Package:
(1) Sheet S-304, CANOPY FRAMING PLAN AREA - “C”
(2) Sheet A-206, COMPOSITE ELEVATIONS
(3) Sheet A-306, BUILDING SECTIONS
(4) Sheet A-510, ROOF DETAILS
(5) Sheet A-511, ROOF DETAILS
d. Drawings (Deleted). The following drawings are deleted with this amendment.
Volume 1 of 2 – Site Facilities Package:
(1) Sheet ES503, ELECTRICAL SITE DETAILS ELECTRICAL VAULT DETAILS
(2) Sheet ES505, ELECTRICAL SITE DETAILS TELECOMM MANHOLE DETAILS
Am #0005 - 3 (Continuation SF 30)
2. This amendment is a part of the proposing papers and its receipt shall be acknowledged. All other conditions and requirements of the request for proposal remain unchanged.
3. Electronic Proposals. Provide proposals via the instructions provided in Section 00 22 00 of the Request for Proposal.
4. Offers will be received until 2:00 p.m., local time at place of receiving proposals, 19 MAR 2020.
Attachments:
Drawings listed in 1.c., above
U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901
11 MAR 2020
nep/2160
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SHEET SEQUENCE NUMBER
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52.98'
53.26'
52.52'
T C .8
T C .6
T C .5
T C .3
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ONE COMPANY COF
FFE = 5858.00
SEE STRUCTURAL
CANOPY COLUMN PEDESTAL (TYP.)
EXPANSION JOINT AROUND
SEE STRUCTURAL
STRUCTURAL STOOP (TYP.)
EXPANSION JOINT AROUND
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A V
E N
P O
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J O
IN
T P
L A
N
CP152
D
B
IR
K B
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W F -2
-R -0
W F -2
-R -0
DS: AEC_Screen.dscriptPD: AEC_pdf.pltcfg8:06:48 AM 3/11/2020
...\FC\FCEO\40000 Design Products\CAD_BIM\_Sheets\FCEOCP152
U .S
A R
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F E
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F
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B U
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A
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IT
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A H
A D
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A M
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W .C D
A V
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P O
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A R
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CP152
F -8
-0
D
B
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K B
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W .C D
A V
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P O
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A R
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J O
IN
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N
CP152
F C
E O
C P .d g nF -8
-0
D
B
IR
K B
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W F -2
-R -0
D
B
IR
K B
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W .C .D
A V
E N
P O
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A N
S I
D
D
B
IR
K B
Y
W .C .D
A V
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P O
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A N
S I
D A
N S I
D A
N S I
D
D
B
IR
K B
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W .C .D
A V
E N
P O
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D
B
IR
K B
Y
W .C .D
A V
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P O
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/1
/2
/1
/2
/1
/2
/1
/2
D
B
IR
K B
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W .C .D
A V
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P O
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D
B
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K B
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W .C .D
A V
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A N
S I
D
/1
/2
SEE TABLE 2, SHEET CP504
SLAB REINFORCED WELDED WIRE FABRIC
G E
N E
R A
L R
E V
IS
IO
N S
/1
/2
EE
FF
S-602 CANOPY FRAMING
SEE S-304
S-602
27' - 0"25' - 0"25' - 0"25' - 0"
EQUAL SPACING (TYP., U.N.O.)
25' - 0" 25' - 0" 25' - 0"
AREA "B"
MATCHLIN
E
AREA "C"
W21x44 (CANTI.) W21x44 (CANT.)
SL
O
PE
J.B.E. 115'-8 3/4"
J.B.E. 116'- 11 3/4"
1.5 B X 22 GA.
(GAL.) G90 DECK
S-603
W
8X
1/
: 1
W
8X
S-603
22KSP1 W/ 3 1/2" SEAT (TYP.) (UNO)
W18x40 W18x40 W18x40 W18x40 W18x40
0' - 8"
1'
0"
0' - 8"
3' - 6"
EQ SPACES (TYP.) EQ SPACES (TYP.) EQ SPACES (TYP.)
25' - 0"
S-603
MOMENT CON.
SEE 6/S-601
MOMENT CON.
SEE 6/S-601
S-601
S-601
3' - 4 3/4" 3' - 8 1/4"3' - 7"
CANOPY CANOPY
US Army Corps of Engineers ®
SHEET ID
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F1
-8 5-
S-
4-
1/8" = 1'-0"S-304
1 CANOPY PLAN AREA - "C"
AREA A AREA B
AREA C
8'0 4' 16'
M
AR
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C
R
IP
TI
O
N D
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E
AM
# 0
G
E N
ER
AL
R
EV
IS
I O N
S
/1 1/
2 0
FIRST FLOOR
100'-0"
CH ROOF
116'-0 1/4"
LOW PARAPET
121'-8"
HIGH PARAPET
130'-8"
A B CB.2 D E F
1/2" / 12"195
FIRST FLOOR
100'-0"
CH ROOF
116'-0 1/4"
LOW PARAPET
121'-8"
HIGH PARAPET
130'-8"
ABC B.2DEF
67 67 67
LV-4LV-5
LV-3
17'-4 1/2" 16'-7 1/8" 9'-10 5/8"
'-6
'-1
0"
'-1
7/
8"
GENERAL NOTES:
1.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES
AND DOOR NUMBERS NOT SHOWN ON THE ELEVATIONS.
2.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF
OTHER ROOF ELEMENTS.
3.SEE A-101 FOR STRUCTURAL GRID DIMENSIONS
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
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IN
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D R
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D
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C O
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A, N E
A.
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A.
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W
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FC
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F1 _D
M _A
I.R
VT
F1
-8 5-
1/8" = 1'-0"A-101
1 BUILDING EAST ELEVATION
1/8" = 1'-0"A-101
2 BUILDING WEST ELEVATION
64'16'0 32'
_KEYNOTE LEGEND
Key Value Keynote Text
1 INSUL. PRECAST CONC. (TYP.) - AMS STD 10076
2 INSUL. PRECAST CONC. (TYP.) - AMS STD 10260
4 INSUL. PRECAST CONC. W/CMU PATTERN (TYP.) - AMS STD 10076
40 R-12 INSUL. 3" MTL WALL PANEL - AMS STD 10260
48 MTL. COPING (TYP.) - AMS STD 10059
56 ROOFING PANEL
67 STEEL DOOR/FRAME (TYP.) - AMS STD 10059
91 ALUM. STORFRONT SYSTEM (TYP.)
96 ALUM. WINDOWS - (TYP.)
151 EXT. SIGN (TYP., SEE 1/A-702)
195 CONT. MTL EAVE TRIM (TYP.)
197 CONT. BIRD NETTING (TYP.)
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
A L R
EV
IS
IO
N
S
/1 1/
2 0
FIRST FLOOR
100'-0"
CH ROOF
116'-0 1/4"
A-310
A-310
A-310
PLATOON OFFICE
CORRIDOR
TA-50 GEAR
STORAGE
MEZZANINE
VAULT
106B
COVERED
HARDSTAND
ABC B.2DEF
PLATOON OFFICE
A-401
A-401
A-511
GENERAL NOTES:
1.DO NOT SCALE FROM DRAWINGS.
2.CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL WINDOW,
DOOR, LOUVER, AND OTHER OPENINGS PRIOR TO MANUFACTURING
OR INSTALLING ANY SUCH ITEM.
ALL OPENINGS SIZES ARE NOMINAL. CONTRACTOR SHALL VERIFY
THE ACTUAL SIZE REQUIRED FOR EACH OPENING.
3.ALL JOINTS & PENETRATIONS TO RECEIVE FLASHING, CAULK,
GASKETS, SEALANTS, OR WEATHERSTRIPPING AS REQUIRED.
4.SEE STRUCTURAL DRAWINGS FOR BEARING HEIGHTS & FRAMING
INFORMATION.
5.ALL FASTENERS TO BE SELECTED FOR DURABILITY IN LOCAL CLIMATE.
6.SEE STRUCTURAL DRAWINGS FOR CONCRETE FLOOR SLAB AND
FOUNDATION INFORMATION.
*KEYNOTE NUMBERING ON THIS SHEET IS APPLICABLE TO
THIS SHEET ONLY, CHECK KEYNOTE LEGEND FOR EVERY SHEET,
AS KEYNOTE NUMBERS DIFFER FOR EACH SHEET.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
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B
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SU
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D B
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SI
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D B
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SI
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IS
SU
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C O
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AT
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N N
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1 2 3 4 5
D
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B
A
A-306
BU
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D
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A, N E
A.
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A.
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A.
P
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B.
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/1
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W
F-
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FC
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F1 _D
M _A
I.R
VT
F1
-8 5-
1/8" = 1'-0"A-101
1 COMPOSITE BUILDING SECTION
_KEYNOTE LEGEND
Key Value Keynote Text
1 INSUL. PRECAST CONC. (TYP.) - AMS STD 10076
43 PVC ROOFING (TYP.) - AMS STD 27925
46 TUBULAR DAYLIGHTING DEVICE (TYP.)
49 MTL. GUTTER (TYP.) - AMS STD 34062
52 LIGHTNING PROTECTION (SEE ELEC.)
53 LIGHT FIXTURE - (SEE ELEC.)
56 ROOFING PANEL
189 MECH EQUIP (SEE MECH.)
197 CONT. BIRD NETTING (TYP.)
8'0 4' 16'
M
AR
K D
ES
C
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IP
TI
O
N D
AT
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AM
G
EN
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A L R
EV
IS
IO
N
S
/1 1/
2 0
X
X
X
8" M
IN
5X
35 34
X
X
GENERAL ROOF NOTES:
1. DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL STUDS, AND
FACE OF PRECAST WALLS.
2. ALL DIMENSIONS ARE NOMINAL, U.N.O.
3. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTION TERMINALS.
4. DO NOT SCALE FROM DRAWINGS.
5. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.
6. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.
7. ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE
SMACNA GUIDELINES.
8. ALL FINISHES TO BE FACTORY PRE-FINISHED.
9. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE, FLASHING, CAULK, & GASKETS.
10. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE CONTINUOUS
AIR BARRIER SYSTEM.
11. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.
12. SEE WALLS SECTIONS AND DETAILS FOR MORE INFORMATION ON WALL, ROOF AND PARAPET
CONSTRUCTION REQUIREMENTS.
13. FIELD VERIFY STRUCTURAL CONDITIONS AND CRITICAL DIMENSIONS PRIOR TO FABRICATION
AND INSTALLATION OF LADDER ASSEMBLIES.
14. COORDINATE ALL ROOFING PENETRATIONS WITH ROOFING INSTALLER.
15. STL LADDER ASSEMBLY SHALL BE DESIGNED IN ACCORDANCE WITH OSHA 1910.27 AND AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION FOR A LIVE CONCENTRATED LOAD OF 300 POINDS PLUS AN ADDITIONAL 300 POUNDS CONCENTRATED LOAD FOR EVERY 10 FEET OF LADDER HEIGHT.
WHERE RAILS EXTEND ABOVE THE ROOF OR PLATFORM, A 100 POUND LOAD SHALL BE APPLIED
TO THAT TOP RAIL IN ANY DIRECTION. STEP-OVER PLATFORM SHALL BE DESIGNED TO RESIST A 100 PSF UNIFORM LOAD OR A CONCENTRATED LOAD OF 300 POUNDS ON A 2" X 2" AREA. GRIND ALL
WELDS SMOOTH AND PROVIDE GALVANIZED FINISH.
16. WHERE TUBULAR DAYLIGHTING DEVICES ARE SHOWN IN UNFINISHED AREAS (SUCH AS SHOPS AND LOCKER ROOMS), TUBE SECTIONS SHALL BE OF SUFFICIENT LENGTH SUCH THAT DIFFUSERS ARE LOCATED AT THE SAME ELEVATION ABOVE FINISHED FLOOR TO BOTTOM AS THE LIGHT FIXTURES.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
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N
B Y:
D
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B
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SI
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AN
SI
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N N
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N U
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1 2 3 4 5
D
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B
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A-510
R O
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AI
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FO
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PA
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FA
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IE
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BU
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S
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M Y
AI
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FI
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D
FY
, P
N
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AH
A
D
IS
TR
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T
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AP
IT
O L
AV
E
O M
AH
A, N E
A.
P
AR
KE
R
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
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U P
/1
0/
W
F-
-R
-0
FC
EO
_C O
F1 _D
M _A
I.R
VT
F1
-8 5-
3" = 1'-0"A-310
6 ROOF DETAIL - 6
3" = 1'-0"A-310
1 ROOF DETAIL - 1
3" = 1'-0"A-310
2 ROOF DETAIL - 2
3" = 1'-0"A-310
3 ROOF DETAIL - 3
3" = 1'-0"A-310
4 ROOF DETAIL - 4
3" = 1'-0"A-310
5 ROOF DETAIL - 5
_KEYNOTE LEGEND
Key Value Keynote Text
5 PRECAST CONC. (TYP.)
9 STL. JOIST - (SEE STRUCT.)
10 STL. ANGLE - (SEE STRUCT.)
20 2X WOOD BLOCKING
31 R-12 BLANKET INSULATION
34 R-33 RIGID INSULATION
35 COVER BOARD
38 OPEN CELL FOAM
40 R-12 INSUL. 3" MTL WALL PANEL - AMS STD 10260
43 PVC ROOFING (TYP.) - AMS STD 27925
47 MTL. FLASHING (TYP.) - AMS STD 34062
48 MTL. COPING (TYP.) - AMS STD 10059
54 CONT. PREFINISHED REGLET
55 COPING ANCHOR CLIP
56 ROOFING PANEL
61 JOINT SEALANT
133 1/2" GLASS MAT SHEATHING
181 METAL DECK - (SEE STRUCT.)
182 PCC EMBED - (SEE STRUCT.)
193 INTERMEDIATE SUPPORT
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
A L R
EV
IS
IO
N
S
/1 1/
2 0
TY
P .
4" M
IN
TY
P .
4" M
IN
8" VARIES
1/2"
3"
1'-4"
3" 4"
35 182 34
3" 4" 9"
GENERAL ROOF NOTES:
1. DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL STUDS, AND
FACE OF PRECAST WALLS.
2. ALL DIMENSIONS ARE NOMINAL, U.N.O.
3. SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTION TERMINALS.
4. DO NOT SCALE FROM DRAWINGS.
5. REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION.
6. COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.
7. ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE
SMACNA GUIDELINES.
8. ALL FINISHES TO BE FACTORY PRE-FINISHED.
9. ALL JOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE, FLASHING, CAULK, & GASKETS.
10. ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE CONTINUOUS
AIR BARRIER SYSTEM.
11. REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.
12. SEE WALLS SECTIONS AND DETAILS FOR MORE INFORMATION ON WALL, ROOF AND PARAPET
CONSTRUCTION REQUIREMENTS.
13. FIELD VERIFY STRUCTURAL CONDITIONS AND CRITICAL DIMENSIONS PRIOR TO FABRICATION
AND INSTALLATION OF LADDER ASSEMBLIES.
14. COORDINATE ALL ROOFING PENETRATIONS WITH ROOFING INSTALLER.
15. STL LADDER ASSEMBLY SHALL BE DESIGNED IN ACCORDANCE WITH OSHA 1910.27 AND AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION FOR A LIVE CONCENTRATED LOAD OF 300 POINDS PLUS AN ADDITIONAL 300 POUNDS CONCENTRATED LOAD FOR EVERY 10 FEET OF LADDER HEIGHT.
WHERE RAILS EXTEND ABOVE THE ROOF OR PLATFORM, A 100 POUND LOAD SHALL BE APPLIED
TO THAT TOP RAIL IN ANY DIRECTION. STEP-OVER PLATFORM SHALL BE DESIGNED TO RESIST A 100 PSF UNIFORM LOAD OR A CONCENTRATED LOAD OF 300 POUNDS ON A 2" X 2" AREA. GRIND ALL
WELDS SMOOTH AND PROVIDE GALVANIZED FINISH.
16. WHERE TUBULAR DAYLIGHTING DEVICES ARE SHOWN IN UNFINISHED AREAS (SUCH AS SHOPS AND LOCKER ROOMS), TUBE SECTIONS SHALL BE OF SUFFICIENT LENGTH SUCH THAT DIFFUSERS ARE LOCATED AT THE SAME ELEVATION ABOVE FINISHED FLOOR TO BOTTOM AS THE LIGHT FIXTURES.
X
35 182 34
X
3/8"
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
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B
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SU
BM
IT
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D B
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SI
ZE
C H
EC
KE
D B
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AN
SI
'D
FI
LE
N
AM
E:
IS
SU
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AT
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C O
N
TR
AC
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N O
SO
LI
C
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AT
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N N
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FI
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N U
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1 2 3 4 5
D
C
B
A
A-511
R O
O F
D
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AI
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FO
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AR
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N , C
O
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AD
O C
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PA
N
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N S
FA
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IE
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BU
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S
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M Y
AI
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FI
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D
FY
, P
N
O M
AH
A
D
IS
TR
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T
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AP
IT
O L
AV
E
O M
AH
A, N E
A.
P
AR
KE
R
A.
P
AR
KE
R
A.
P
AR
KE
R
B.
G
O R
U P
/1
0/
W
F-
-R
-0
FC
EO
_C O
F1 _D
M _A
I.R
VT
F1
-8 5-
3" = 1'-0"A-310
1 ROOF DETAIL - 1
3" = 1'-0"A-311
2 ROOF DETAIL - 2
3" = 1'-0"
3 ROOF DETAIL - 3
_KEYNOTE LEGEND
Key Value Keynote Text
5 PRECAST CONC. (TYP.)
9 STL. JOIST - (SEE STRUCT.)
10 STL. ANGLE - (SEE STRUCT.)
20 2X WOOD BLOCKING
31 R-12 BLANKET INSULATION
34 R-33 RIGID INSULATION
35 COVER BOARD
38 OPEN CELL FOAM
40 R-12 INSUL. 3" MTL WALL PANEL - AMS STD 10260
43 PVC ROOFING (TYP.) - AMS STD 27925
48 MTL. COPING (TYP.) - AMS STD 10059
49 MTL. GUTTER (TYP.) - AMS STD 34062
54 CONT. PREFINISHED REGLET
55 COPING ANCHOR CLIP
56 ROOFING PANEL
127 MTL. FRAMING
128 MTL. CHANNEL
133 1/2" GLASS MAT SHEATHING
181 METAL DECK - (SEE STRUCT.)
182 PCC EMBED - (SEE STRUCT.)
193 INTERMEDIATE SUPPORT
194 ATTACHMENT CLIPS
195 CONT. MTL EAVE TRIM (TYP.)
196 GUTTER STRAP
197 CONT. BIRD NETTING (TYP.)
198 BIRD NETTING ANCHORS (TYP.)
3" = 1'-0"A-311
4 ROOF DETAIL - 3
3" = 1'-0"A-311
5 ROOF DETAIL - 5
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
G
EN
ER
A L R
EV
IS
IO
N
S
/0 5/
2 0
AM
G
EN
ER
A L R
EV
IS
IO
N
S
/1 1/
2 0
3" = 1'-0"A-306
6 ROOF DETAIL - 6
| Standard_Form_30 |
| Am-0005_W9128F-20-R-0031_Narrative |
| Attachments |
| Drawings (Reissued) |
| Volume 1 of 2 - Site Facilities Package |
| SHEET G-002 - VOLUME 1 INDEX |
| SHEET CP151 - JOINT PLAN - AREA 1 |
| SHEET CP152 - JOINT PLAN - AREA 2 |
| Volume 2 of 2 - Single Company Building Package |
| SHEET S-304 - CANOPY FRAMING PLAN AREA - "C" |
| SHEET A-206 - COMPOSITE ELEVATIONS |
| SHEET A-306 - BUILDING SECTIONS |
| SHEET A-510 - ROOF DETAILS |
| SHEET A-511 - ROOF DETAILS |
File details come from the government source that posted it. Updated .