A-604 20220228.pdf
PDF 84 KB Posted
- Solicitation number
- W912DS22R0001
About this file
This document contains a solicitation for the construction of an Information Systems Node facility at Fort Hamilton, New York. The U.S. Army Corps of Engineers, New York District is seeking proposals for the construction of a single-story, 10,872 square foot building along with associated site work and infrastructure. The project scope includes redundant mechanical and electrical systems, heating, cooling, utilities, fire protection and alarm systems, an uninterrupted power supply, and sustainable design features to achieve LEED Silver certification. A period of performance of 730 calendar days from notice to proceed is specified. The procurement method is a request for proposal using a best value tradeoff source selection. Proposals must be submitted electronically by the deadline specified in the solicitation. The estimated value is between $10-25 million.
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GLASS TRANSOM
US Army Corps of Engineers ®
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DOOR SCHEDULE
DR.
NO. TYPE
DOOR
FR STC
FRAME
HDW
SET
EGRESS
CAP.
ATFP
REQ. REMARKS Capacity
OCCUPAN
T LOAD
SERVED
Travel Distance
SIZE
MAT FIN
UNDER
CUT TYPE MAT FIN
DETAILS
WIDTH HEIGHT THK HEAD JAMB SILL
101A A 6' - 0" 7' - 0" 0' - 1 3/4" FRP N/A 4 STL 1 2 6 H05 380 X 89 30 81
101B A 6' - 0" 7' - 0" 0' - 1 3/4" FRP N/A 4 STL 8 7 6 H06
102A D 3' - 0" 7' - 0" 0' - 1 3/4" WD N/A 2 HM 8 7 6 H09
102B D 3' - 0" 7' - 0" 0' - 1 3/4" WD N/A 2 HM 8 7 6 H09
103 F 3' - 0" 7' - 0" 0' - 2" WD 3/4" 30 2 HM 8 7 6 H03
104 F 3' - 0" 7' - 0" 0' - 2" WD 3/4" 30 2 HM 8 7 6 H03
105A D 3' - 0" 7' - 0" 0' - 1 3/4" WD 30 2 HM 8 7 6 H03
105B D 3' - 0" 7' - 0" 0' - 1 3/4" WD 30 2 HM 8 7 6 H01
106 D 3' - 0" 7' - 0" 0' - 1 3/4" WD 30 2 HM 8 7 6 H01
107 H 2' - 8" 7' - 0" 0' - 1 3/4" WD 30 3 HM 8 7 6 H04
108 H 2' - 8" 7' - 0" 0' - 1 3/4" WD 30 3 HM 8 7 6 H01
110 D 3' - 0" 7' - 0" 0' - 1 3/4" WD 30 2 HM 8 7 6 H01
111A F 3' - 0" 7' - 0" 0' - 2" WD 30 2 HM 8 7 6 H01
111B F 3' - 0" 7' - 0" 0' - 2" WD 30 2 HM 8 7 6 H01
112A D 3' - 0" 7' - 0" 0' - 1 3/4" WD 30 2 HM 8 7 6 H01
112B D 3' - 0" 7' - 0" 0' - 1 3/4" WD 30 2 HM 8 7 6 H01
113 E 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HR 52 2 HM 8 7 6 H12
114 E 3' - 0" 7' - 0" 0' - 1 3/4" HM 52 2 HM 8 7 6 H01
115 C 6' - 0" 7' - 0" 0' - 1 3/4" HM N/A 1 STL 3 2 6 H02 X
116 C 6' - 0" 7' - 0" 0' - 1 3/4" HM N/A 1 STL 3 2 6 H02 X
117A E 3' - 0" 7' - 0" 0' - 1 3/4" HM 1 HR 52 2 STL 8 7 6 H13
117AA E 3' - 0" 7' - 0" 0' - 1 3/4" HM 30 2 HM 8 7 6 H12
117B C 6' - 0" 7' - 0" 0' - 1 3/4" HM 1 HR 30 1 STL 8 7 6 H14
117C C 6' - 0" 7' - 0" 0' - 1 3/4" HM 1 HR 30 1 HM 8 7 6 H14
119 C 6' - 0" 7' - 0" 0' - 1 3/4" HM 30 1 HM 8 7 6 H02
120 E 3' - 0" 7' - 0" 0' - 1 3/4" HM 30 2 HM 8 7 6 H04
121A G 10' - 0" 10' - 0" 0' - 3" STL N/A N/A N/A 4 5 N/A H11 X
121B E 3' - 0" 7' - 0" 0' - 1 3/4" HM N/A 2 HM 3 2 6 H10
121C E 3' - 0" 7' - 0" 0' - 1 3/4" HM 52 2 STL 8 7 6 H15
122 D 3' - 0" 7' - 0" 0' - 1 3/4" WD 30 2 HM 8 7 6 H01
123 D 3' - 0" 7' - 0" 0' - 1 3/4" WD 30 4 HM 8 7 6 H01
125A B 3' - 0" 7' - 0" 0' - 1 3/4" FRP 30 2 STL 1 2 6 H07 180 X 89 30 134
125B B 3' - 0" 7' - 0" 0' - 1 3/4" FRP 30 2 STL 8 7 6 H08
126 C 6' - 0" 7' - 0" 0' - 1 3/4" HM N/A 1 STL 3 2 6 H02 X
1/4" = 1'-0"1 DOOR TYPES
1/4" = 1'-0"2 FRAME TYPES
GENERAL NOTES
LEGEND
1. REFER TO FLOOR PLANS AND ELEVATIONS FOR LOCATIONS OF ALL DOORS.
2. REFER TO SPECIFICATIONS FOR ANCHORING REQUIREMENTS.
3. FIELD VERIFY ALL OPENINGS PRIOR TO DOOR FABRICATION.
4. SEE GLAZING SPEC FOR REQUIREMENTS AND EXACT THICKNESS
5. REFER TO THE SPECIFICATIONS FOR DOOR HARDWARE
6. ALL DOOR GLAZING SHALL BE 1/2" TEMPERED GLASS
7. REFER TO DRAWING A-605 FOR DETAILS
HM HOLLOW METAL
INSUL HM INSULATED HOLLOW METAL
EXT EXTERIOR
STL STEEL
THK THICKNESS
MAT MATERIAL
FIN FINISH
FR FIRE RATING
HDW HARDWARE
| Sheets |
| A-604 - DOOR SCHEDULE |
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