Attachment Z-additional-tower-specs.pdf
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- Attached to
- Amendment 5 Federal contract opportunity
- Solicitation number
- HSBP1010R0054
About this file
Attachment Z added to the Statement of Work (SOW) Attachments
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| HSBP1010R0054 Solicitation POST A00050001.pdf | ||
| HSBP1010R0054 Amendment A0005 - SF300001.pdf | ||
| SECTION IV Attachment IV. 1 --- CLIN STRUCTURE.xls | XLS spreadsheet | |
| SECTION IV Attachment IV. 2--- Past Performance Exhibit A and B.doc | DOC document | |
| HSBP1010R0054 Solicitation POST A00004.pdf | ||
| Attachment Y Site Breakout characteristics Rev 3b.xls | XLS spreadsheet | |
| Government Clarification on Industry Questions - A00004.doc | DOC document | |
| HSBP1010R0054 Amendment 0004 - SF 30.pdf | ||
| SECTION IV Attachment IV.3 --- DHS 700-21.pdf | ||
| Attachments to SOW.PDF | ||
| 8(a) CLIN STRUCTURE.xls | XLS spreadsheet | |
| CBP-TACCOM-Houlton-8A-SOW_v4a_2010-0429 _2_.pdf | ||
| SF30_Amendment 3_HSBP1010R0054.pdf | ||
| HSBP1010R0054 - A00002 Dtd 4.26.10.pdf | ||
| HSBP1010R0054 - A00001.doc | DOC document | |
| RFP HSBP1010R0054.pdf |
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Text version
Attachment Z - 180 Ft. and 275 Ft. Self Supporting Tower Specifications
180 Foot Self Supporting Tower (SST) Specifications
DESIGNED APPURTENANCE LOADING
TYPE ELEVATION TYPE ELEVATION
Beacon (12" x 36") 180 6' Side Arm 80 4' Lightning Rod 180 BA80-41-DIN 80 SP6 180 6' Side Arm 80
SP6 180 BA80-41-DIN 80
SP6 150 6' Side Arm 50
SP6 150 BA80-41-DIN 50
SP6 90 6' Side Arm 50
SP6 90 BA80-41-DIN 50
6' Side Arm 80 6' Side Arm 50
BA80-41-DIN 80 BA80-41-DIN 50
6' Side Arm 80 6' Side Arm 50
BA80-41-DIN 80 BA80-41-DIN 50
MATERIAL STRENGTH
GRADE Fy Fu GRADE Fy Fu A572-60 60 ksi 75 ksi A36 36 ksi 58 ksi
TOWER DESIGN NOTES
1. Tower designed for Exposure C to the TIA-222-G Standard.
2. Tower designed for a 100 mph basic wind in accordance with the TIA-222-G Standard.
3. Tower designed for a 40 mph basic wind with 1.25 in ice. Ice is considered to increase in thickness with height.
4. Deflections are based upon a 60 mph wind.
5. Block foundation estimate based on Assumed Sand Soil per TIA/EIA-222-G.
275 Foot Self Supporting Tower (SST) Specifications
DESIGNED APPURTENANCE LOADING
TYPE ELEVATION TYPE ELEVATION
Beacon (12" x 36") 275 6' Side Arm 175 4' Lightning Rod 275 BA80-41-DIN 175 SP6 275 6' Side Arm 145
SP6 275 BA80-41-DIN 145
SP6 245 6' Side Arm 145
SP6 245 BA80-41-DIN 145
SP6 185 6' Side Arm 145
SP6 185 BA80-41-DIN 145
6' Side Arm 175 6' Side Arm 145
BA80-41-DIN 175 BA80-41-DIN 145
6' Side Arm 175 SP6 100
BA80-41-DIN 175 SP6 100
6' Side Arm 175 SP6 80
BA80-41-DIN 175 SP6 80
MATERIAL STRENGTH
GRADE Fy Fu GRADE Fy Fu A572-60 60 ksi 75 ksi A36 36 ksi 58 ksi
TOWER DESIGN NOTES
1. Tower designed for Exposure C to the TIA-222-G Standard.
2. Tower designed for a 100 mph basic wind in accordance with the TIA-222-G Standard.
3. Tower designed for a 40 mph basic wind with 1.25 in ice. Ice is considered to increase in thickness with height.
4. Deflections are based upon a 60 mph wind.
5. Block foundation estimate based on Assumed Sand Soil per TIA/EIA-222-G.
File details come from the government source that posted it. Updated .