A06_NIFC_215-GBK_Egress_and_Racks_-_Egress_Drawings.pdf
PDF 7 MB Posted
- Attached to
- NIFC 215-GBK Egress Doors and Steel Racks
- Solicitation number
- 140L3723R0009
About this file
This document package includes construction drawings and specifications for a federal solicitation seeking egress doors and steel racks. The National Interagency Fire Center is soliciting bids to install new sidewalk, egress doors, and infill steel stud walls at Building 215GBK to match finish floor elevations and provide ADA accessibility. Drawings depict the work area, demolition plans, concrete details and mounting heights for devices. Specifications identify general contractor responsibilities for coordination, slopes, materials and reinforcements. The solicitation number is 140L3723R0009 and was issued by the Bureau of Land Management Idaho Region. Offerors should reference all provided documents and details in preparing proposals for the required construction work.
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Text version
STOPSTOP
BOLLARD
MCP
MCP
Vehicle Mail
0 5' 10'
PLAN
NORTH
SITE PLANA2
1. COORDINATE ANY UTILITY OUTAGES WITH THE GOVERNMENT.
GENERAL SHEET NOTES
1. SAWCUT AND REMOVE CURB AND GUTTER TO MAKE WAY FOR
NEW SIDEWALK.
2. AVOID PLACING SIDEWALK OVER ABANDONED SANITARY SEWER
VAULT.
SHEET KEY NOTES
KEY PLAN
215-GBK
AREA OF WORK
215-GBK
FF: 2862.90 FT
Ben L Carter, P.E.
Digitally signed by Ben L Carter, P.E.
Date: 2023.04.17 18:15:17 -06'00'
0 5' 10'
PLAN
NORTH
SITE PLANA2
1. COORDINATE ANY UTILITY OUTAGES WITH THE GOVERNMENT.
2. SIDEWALK LANDING SHALL HAVE A MAXIMUM SLOPE OF 2% IN ANY
DIRECTION.
GENERAL SHEET NOTES
1. PROVIDE AND INSTALL NEW SIDEWALK PER DETAIL 1 SHEET C501.
MATCH FINISH FLOOR ELEVATION AT DOORWAY.
2. PROVIDE AND INSTALL SIDEWALK TO GRADUALLY DESCEND AND
MATCH EXISTING SURFACE ELEVATION AT END OF SIDEWALK.
SHEET KEY NOTES
KEY PLAN
215-GBK
AREA OF WORK
215-GBK
FF: 2862.90 FT
5.00'
7.00'
13.59'
EXISTING TRASH
COMPACTOR
EL = ~2862.5'
Ben L Carter, P.E.
Digitally signed by Ben L Carter, P.E.
Date: 2023.04.17 18:16:31
SCALE: NTS
TYPICAL CONCRETE SLAB1
4" CONCRETE
REINFORCED WITH 10GA MESH
AT 4" OC OR #3 BAR AT 18" OC
4" BASE COURSE
FIRM NATIVE SOILS OR
ENGINEERED COMPACTED FILL
PROVIDE THICKENED EDGE
ALONG BOTH SIDES AND
ENDS OF WALK
8"
4' - 10'
AS SHOWN ON PLAN
MATCH EXISTING GRADE AT
END OF SIDEWALK
Ben L Carter, P.E.
Digitally signed by Ben L Carter, P.E.
Date: 2023.04.17 18:18:12
1'-51 2" V.I.F.
3'-4"
6'-8" V.I.F.3'-4"
1' -4
" V .I.
F.
3'
-4
3'-4"
8" V.I.F.
8'-0"
1" M
IN
1/ 2"
04/17/23
DETAIL NOTES
1 NEW DOOR OPENING IN EXISTING WALL
S501
2 NEW DOOR OPENING LINTEL ANGLE
S501
2 STEEL SECTION IDENTIFICATION
S502
DETAIL NOTES
1 NEW STUD WALL INFILL FOR NEW DOORS AT (E) OPENING
S502
3 TYPICAL BOX HEADER
S502
4 BOXED HEADER TO JAMB CONNECTION
S502
6 STEEL STUD BRIDGING DETAIL
S502
5 TYPICAL JAMB DETAIL
S502
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ABOVE BACKSPLASH TO
BOTTOM OF DEVICE
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CMU BLOCK CONSTRUCTION
F
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BOD
BOD
BOD
FINISHED FLOOR
BATTERY
BACKUP
| TO01_P2_G101 |
| C101 |
| C102 |
| C501 |
| TO01_P2_A012 |
| TO01_P2_A013 |
| TO01_P2_A014 |
| TO01_P2_A112 |
| TO01_P2_A113 |
| TO01_P2_A114 |
| TO01_P2_A115 |
| TO01_P2_A116 |
| S001_GENERAL STRUCTURAL NOTES |
| S501_CMU WALL OPENING STRUCTURAL DETAILS |
| S502_STRUCTURAL WALL INFILL DETAILS |
| TO01_P2_E001 |
| TO01_P2_E002 |
| TO01_P2_E121 |
| TO01_P2_E122 |
| TO01_P2_E123 |
| TO01_P2_E124 |
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