Attach 14 0a-506_Addendum.pdf
PDF 224 KB Posted
- Attached to
- Construct Access Control Points Fort Indiantown Gap Federal contract opportunity
- Solicitation number
- W912KC21B0002
About this file
This solicitation package includes details for the construction of two Access Control Points at Fort Indiantown Gap in Pennsylvania. The requirement calls for gate structures including canopies, a Visitor Control Center, vehicle inspection areas, a Gatehouse, ID Check Stations, perimeter fencing around 25% of the base, and both active and passive security systems. The performance period is 490 calendar days from notice to proceed. The estimated value is between $10-25 million. This is a 100% small business set-aside solicited under NAICS code 237310 with a small business size standard of $39.5 million. A mandatory site visit will be held on August 10, 2021. Questions must be submitted through amendments, with all amendments acknowledged in writing on the bid. The award will be made to the lowest priced offer including up to six additive alternates in order of priority as funding allows.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Opening Sign In W912KC21B0002.pdf | ||
| OF 1419 Bid Abstract W912KC21B0002 signed.pdf | ||
| W912KC21B00020002 Amendment 0002.pdf | ||
| Attach 15 3A-402_Addendum.pdf | ||
| Attach 13 Preaward RFIs W912KC21B0002.pdf | ||
| W912KC21B0002_0001 Amendment 1.pdf | ||
| Attch 6_Deletions of Funcks Utility Lines 1C_128_129 (1).pdf | ||
| Attch 8 ACP East Geotech Report.pdf | ||
| Attch 9_SF24.pdf | ||
| Attch 2_ACP Specifications_Vol2_FTIG_ACP.pdf | ||
| Attch 1_ACP Specifications_Vol1_DIV-1_10-28-20.pdf | ||
| Attch 12 Addendum FTIG ACPs.pdf | ||
| Attch 11_SF25A.pdf | ||
| Attch 3 ACP Specifications_Vol3_FTIG_ACP.pdf | ||
| IFB W912KC21B0002.pdf | ||
| Attch 10_SF25.pdf | ||
| Attch 7_FTIG_WestACP_Geotech.pdf |
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Text version
STONE WAINSCOT
VENEER
3" CAVITY INSUL, R-19
MIN
AIR SPACE
CONC.
FOUNDATION
SEE STRUCT.
8" BURNISHED
BLOCK CMU
CONC. SIDWALK
WHERE OCCURS, SEE
CIVIL
1/2" EXPANSION JOINT
MATERIAL W/ BACKER ROD
AND SEALANT
CONC. SLAB
SEE STRUCT.
GRANULAR FILL
PERIMETER INSULATION
2'-0" UNDER SLAB AND TO
B.O. FOUNDATION WALL
VAPOR RETARDER
THROUGH WALL
FLASHING AND WEEPS
MASONRY
REINFORCEMENT @ 16"
O.C.
AIR/VAPOR BARRIER
GROUT SOLID
CONC. SPLASH
BLOCK SEE
/C8 0A-506
GUTTER, WHERE
OCCURS
3 5/8" 4 3/4" 7 5/8"
1' - 4"
METAL GUTTER
STANDING SEAM METAL
ROOF (SSMR)
METAL FASCIA
PANEL
METAL SOFFIT PANEL
BOND BEAM
SEE STRUCT.
BRICK VENEER
3" CAVITY INSUL, R-19 MIN
COLD-FORMED METAL
TRUSS
6" ROOF INSUL, R-40 MIN
PURLINS BY SSMR
MFR
METAL DECK
FLASHING
AIR SPACE
INFILL 3-5/8" METAL STUDS
BETWEEN TRUSSES
AIR/VAPOR BARRIER TO DECK
MASONRY REINFORCEMENT
@ 16" O.C.
0A-506
E8
3/4" EXTERIOR GRADE
PLYWOOD INFILL
2' - 6" 3 5/8" 4 3/4" 7 5/8"
MINERAL FIBER
BLANKET INSULATION
SNOWGUARD ROOF
SYSTEM, LOCATED ABOVE
EXTERIOR BEARING WALL,
FASTENED TO SSMR RIBS,
TYP ALL BUILDINGS
NOTE:
SEE ROOF PLAN FOR SNOQGUARD
ROOF SYSTEM LOCATIONS
0A-506
C7
PLAN
SECTION
2'-0"
3"
PRECAST CONCRETE
SPLASHBLOCK
4 X 4 - W 1.4 X W1.4 WWF
3" 1
"4
T.O. CMU
110' - 8"
2' -2
/4
1' - 4"
5/8" GYP
BOARD
3 5/8" METAL
STUDS TYP
ACOUSTICAL
CEILING SYSTEM
COLD-FORM
METAL TRUSS
5/8" GYP BOARD
CEILING
REFER TO
3A-402
KNEE BRACE
@ 48" O.C.
T.O. CMU
110' - 8"
1 1/2" 6" 4 1/2"
ALUMINUM STOREFRONT
SYSTEM
PREFINISHED
CORROSION RESISTANT
FLASHING
CONT. BACKER ROD AND
SEALANT BOTH SIDES
WEEP HOLES
MORTAR - GROUT
1/2" THIN BRICK
VENEER
THIN BRICK
SUPPORT PANEL
PAINTED COLUMN
BEYOND, SEE STRUCT.
GYPSUM BOARD
6" x 18GA. GALV.
BOTTOM TRACK
3-5/8" METAL STUDS
(CEILING)
3/4" EXTERIOR
GRADE PLYWOOD
STEEL BEAM, SEE
STRUCT.
COLD-FORMED
METAL TRUSS
AIR/VAPOR
BARRIER
7/8" HAT CHANNEL
METAL SOFFIT
PANEL
ANGLE, SEE STRUCT.
6" METAL STUDS
BATT INSULATION
METAL DECK
6" ROOF INSUL,
R-40 MIN
BENT CLIP BOTH
SIDES OF STUDS, SEE
STRUCT.
CONT. TRACK
BETWEEN TRUSSES
STANDING SEAM
METAL ROOF (SSMR)
ANGLE, SEE STRUCT.
ROLLER SHADE
WHERE OCCURS
PURLINS BY
SSMR MFR
0A-506
C7
SECTION A - A
A
A
1/16" NEOPRENE PAD
ENTRANCE MAT
FINISH
FLOORING
AS SCHEDULED
CONCRETE
SLAB
1/16" NEOPRENE
PAD
FINISH FLOORING
AS SCHEDULED
/2
/2
T.O. CMU
110' - 8"
PRE-FINISHED
METAL GUTTER
METAL
FASCIA PANEL
PRE-FINISHED METAL
SOFFIT TRIM
7/8" HAT CHANNEL
METAL SOFFIT PANEL W/
CONCEALED ANCHORS
STANDING SEAM
METAL ROOF (SSMR)
METAL FLASHING
6" ROOF INSUL,
R-40 MIN
METAL DECK
WOOD
BLOCKING
BENT PLATE
SEE STRUCT
COLD-FORMED
METAL TRUSS
MINERAL FIBER
BLANKET
INSULATION
SEALANT
ICE AND WATER
BARRIER BETWEEN
FLASHING AND
INSULATION
20 GA STRAPS
AT 16" O.C.
METAL STUDS
RIGID
INSULATION
AIR/VAPOR
BARRIER
3/4" EXTERIOR
PLYWOOD
BACKER ROD
AND SEALANT
METAL DECK
US Army Corps of Engineers ®
SHEET ID
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C T
1 1/2" = 1'-0"E1
WALL BASE DETAIL
1 1/2" = 1'-0"E4
EAVE DETAIL
1 1/2" = 1'-0"C8
SPLASH BLOCK DETAIL
1 1/2" = 1'-0"B1
BULKHEAD DETAIL
1 1/2" = 1'-0"B4
WINDOW HEAD DETAIL
1 1/2" = 1'-0"A8
WALK OFF MAT
3" = 1'-0"E8
GUTTER DETAIL
1'0 6"3"
SCALE: 3" = 1'-0"
2'0 1'6"
SCALE: 1 1/2" = 1'-0"
3" = 1'-0"C7
TOP OF WALL DETAIL
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