ATTACHMENT 2.3 WST 1 M-102.pdf
PDF 130 KB Posted
- Attached to
- WST Security Upgrades Federal contract opportunity
- Solicitation number
- W50S8P24B0002
- Issued by
- Department of the Army National Guard
About this file
This document appears to be an attachment, titled "ATTACHMENT 2.3 WST 1 M-102.pdf", that provides technical details and architectural notes related to a federal contract opportunity for the WST Security Upgrades project at the Rickenbacker Air National Guard Base in Ohio.
The key details are: The project involves upgrading the security arrangement for the Aircrew Training System (ATS) Facility, including controlled access into the ATS Bay, constructing a separate classified briefing area, and installing ductwork security grilles. The contract duration is anticipated to be 120 calendar days. The solicitation is set aside for small businesses, with a NAICS code of 236220 and a size standard of $45,000,000 average annual revenue. The magnitude of the project is between $25,000 and $100,000. The solicitation documents and plans/specifications will be available only from the SAM website, and interested offerors must be registered in SAM.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Absract of Offers - OF_1419.pdf | ||
| Site Walk Sign-In 9-Apr-2024.pdf | ||
| ATTACHMENT 1 SOW for NLZG242009 WST Security Upgrades REV1 4_16_24.docx | DOCX document | |
| ATTACHMENT 2.1 WST 1 A-101 REV1 4_10_24.pdf | ||
| Pre-Award RFIs 24-2009 WST.docx | DOCX document | |
| W50S8P24B00020001_Amend.pdf | ||
| ATTACHMENT 3 RFI.docx | DOCX document | |
| ATTACHMENT 4 SFS Form 3_EAL Request.pdf | ||
| ATTACHMENT 1 SOW for NLZG242009 WST Security Upgrades.docx | DOCX document | |
| ATTACHMENT 2.1 WST 1 A-101.pdf | ||
| W50S8P24B0002.pdf | ||
| ATTACHMENT 2.2 WST 1 M-101.pdf |
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Text version
SCALE: N.T.S.
E1
TYPICAL SECURITY BARS IN WALL OPENINGS
DUCT WIDTH (VARIES)
DUCT HEIGHT
VARIES
3" CHANNEL
6" C TO C MAX
" STEEL RODS
WELD
" RODS TO CHANNEL FRAME
(TYPICAL)
MITER CHANNEL AND WELD CORNERS
CONTINUOUSLY INSIDE AND OUTSIDE. GRIND
OUTSIDE WELDS SMOOTH (TYPICAL 4
PLACES)
NOTES:
1. SECURITY GRILLE TO BE INSTALLED IN DUCT WITH
" BOLTS SPACED AT MAX OF 12" CENTER TO
CENTER ( INSTALL A MIN. OF 2 BOLTS PER SIDE OF GRILLE)
2. MAXIMUM DISTANCE FROM EDGE OF DUCT TO ROD IS 6"
3. A MINIMUM OF 1 ROD MUST BE INSTALLED IN ALL DUCTS REQUIRING SECURITY GRILLES.
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M-102
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PLAN
NORTH
1. VERIFY EXISTING CONDITIONS. COORDINATE THE EXTENT OF DEMOLITION
WORK AND EXISTING WORK TO REMAIN, WITH NEW WORK.
2. EXISTING FLOOR PLANS ARE BASED ON COPIES OF ARCHIVE DRAWINGS
PROVIDED BY THE GOVERNMENT. ACTUAL EXISTING WALL LOCATION/
ASSEMBLY MAY VARY. REPORT DISCREPANCIES, CONFLICTS OR
UNEXPECTED CONDITIONS TO THE CONTRACTING OFFICER.
3. REPAIR / PATCH NEW OPENINGS IN WALLS, PARTITIONS, FLOORS AND
CEILINGS WHERE DEMOLITION OCCURS. MATCH EXISTING ADJACENT
SURFACE FINISHES.
4. IN-SERVICE EQUIPMENT SHALL BE PROTECTED FROM CONSTRUCTION
ACTIVITIES AT ALL TIMES.
5. MAINTAIN AN UNOBSTRUCTED EXIT PATH TO THE PRIMARY EXITS FOR THE
DURATION OF CONSTRUCTION.
6. WORK AREA SHALL BE KEPT CLEAN OF DEBRIS AND DUST AT THE END OF
EACH WORK DAY.
GENERAL ARCHITECTUAL NOTES
ARCHITECTURAL KEYNOTES
1. INSTALL SECURITY BARS IN WALL AS SHOWN. SECURITY BARS INSTALLED
SHALL BE CONSTRUCTED WITH TOOL RESISTANT STEEL.
0 2' 4'1'
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