Attachment 13 - MAHG 23-00002 Question 4.pdf

PDF 116 KB Posted

Attached to
Land Mobile Radio (LMR) Repeater Site
Solicitation number
FA301024R0005
Issued by

About this file

This document appears to be an attachment related to a federal contract opportunity. The attachment provides detailed technical specifications for a communications tower, including dimensions, wind and ice load calculations, and the types of appurtenances required. The related federal contract opportunity is for the relocation of a Land Mobile Radio (LMR) repeater site at Keesler Air Force Base. The magnitude of the proposed construction is between $1,000,000.00 and $5,000,000.00, and the solicitation is being issued as an Other than Full and Open acquisition to a Motorola certified vendor. The document specifies the site visit details and notes that funds are not presently available, and the government reserves the right to cancel the solicitation.

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Other files

File Type Posted
Attachment 14 - MAHG 23-00002 Question 18.pdf PDF
Attachment 18 - MAHG 23-00002 Addendum 1.pdf PDF
Attachment 17 MAHG 23-00002 Question 38.pdf PDF
Attachment 15 - MAHG 23-00002 Question 22.pdf PDF
Solicitation Amendment FA301024R00050001 SF 30.pdf PDF
Solicitation Amendment - FA301024R00050001.pdf PDF
Attachment 16 - MAHG 23-00002 Tower light beacon L-810-Data-Sheet.pdf PDF
Attachment 12 - MAHG 23-00002 Question 1A Geotechnical Report.pdf PDF
Attachment 11 - MAHG 23-00002 Technical Question and Answers.pdf PDF
LMR Repeater Site Relocation Site Visit Sign-In Sheet.pdf PDF
Attachment 1 - MAHG 23-00002 RF Site Relocation SOO Mar 2024 (002) (003).pdf PDF
Attachment 6 - MAHG 23-00002 Past Performance Questionnaire.pdf PDF
Attachment 5 - MAHG 23-00002 Wage Det MS20220050.pdf PDF
Attachment 8 - MAHG 23-00002 5 Line Reference - Past Performance Reference List.pdf PDF
Attachment 7 - MAHG 23-00002 Submittal Procedures.pdf PDF
Attachment 9 - MAHG 23-00002 MSS.xlsx XLSX spreadsheet
Attachment 3 - MAHG 23-00002 Fence Drawing.pdf PDF
Attachment 10 - MAHG 23-00002 JA signed REDACTED.pdf PDF
Attachment 4 - MAHG 23-00002 Fence Specifications.pdf PDF
Attachment 2 - MAHG 23-00002 Supplemental Information 20240521.pdf PDF
Final Solicitation - FA301024R0005.pdf PDF
Show all 21

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Text version

150.0 ft

140.0 ft

120.0 ft

100.0 ft

80.0 ft

60.0 ft

40.0 ft

20.0 ft

0.0 ft

REACTIONS - 176 mph WIND

TORQUE 51 kip-ft

51 K

SHEAR

3760 kip-ft

MOMENT

23 K

AXIAL

30 mph WIND - 0.5000 in ICE

TORQUE 2 kip-ft

2 K

SHEAR

178 kip-ft

MOMENT

34 K

AXIAL

SHEAR: 30 K

UPLIFT: -253 K

SHEAR: 33 K

DOWN: 279 K

MAX. CORNER REACTIONS AT BASE:

ARE FACTORED

ALL REACTIONS

S e c ti o n T

T

T

T

T

T

T

T

L g s S

R

/4

S R

/2

Z G

-5

.2

.0 c o n n

(P ir o d

Z

G -5

.5

.0 c o n n

(P ir o d

A

L g

G ra d e

A

-5

D ia g o n a ls

S R

/4

L

/2 x

/2 x

/1

L x x

/1

L x x

/1

D ia g o n a l G ra d e A

-5

T o p

G ir ts S

R

/8 L x x

/1

N .A

M id G ir ts

N .A

S

R

/8 N

B tt o m G ir ts

S R

/8

N

H ri z o n ta ls S

R

/4 N

F a c e

W id th ft

P a n e ls ft

.3

.4

W ig h t (K

.4

.8

.9

.9

.0

.4

.5

.5

.4

5/8" x 10' lightning rod 150 Beacon 150 BA6110-3 140 SP1 PSA3 140 BA6110-3 140 SP1 PSA3 140 WHIP (2" X 6') 135 SP1 PSA3 135 WHIP (2" X 6') 135 SP1 PSA3 135 WHIP (2" X 6') 135 SP1 PSA3 135 BA6110-3 130 SP1 PSA3 130 BB586 120 SP1 PSA3 120 WHIP (2" X 6') 115 SP1 PSA3 115 WHIP (2" X 6') 115 SP1 PSA3 115DESIGNED APPURTENANCE LOADING

TYPE TYPEELEVATION ELEVATION

5/8" x 10' lightning rod 150

Beacon 150

DS3A06P36UxM (RX) 140

DS8A09F36U-N 135

DS8A09F36U-N 135

DS3A06P36UxM(TX) 120

DS3A06P36UxM(TX) 120

BA6110-3 100

BA6110-3 100

SYMBOL LIST

MARK MARKSIZE SIZE

A #12ZG-58 BASE - 1.75" - 1.00" conn.-TR2-(Pirod 281214)

MATERIAL STRENGTH

GRADE GRADEFy FyFu Fu

A572-58 58 ksi 75 ksi A572-50 50 ksi 65 ksi

TOWER DESIGN NOTES

1. Tower is located in Harrison County, Mississippi.

2. Tower designed for Exposure D to the TIA-222-H Standard.

3. Tower designed for a 176 mph basic wind in accordance with the TIA-222-H Standard.

4. Tower is also designed for a 30 mph basic wind with 0.50 in ice. Ice is considered to increase in thickness with height.

5. Deflections are based upon a 60 mph wind.

6. Tower Risk Category III.

7. Topographic Category 1 with Crest Height of 0.00 ft

8. TOWER RATING: 95.6%

BA6110-3

File details come from the government source that posted it. Updated .