C05 Attachment 16 031005L050501-Barillas Lookout-20230906-SAR-DATA-V9.pdf

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Barillas Peak & Encino Vista Lookout Tower Restoration, Santa Fe NF
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127EAX26Q0069
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About this file

This document is a USFS Tower Structural Analysis Form used for inspecting and documenting the structural characteristics of communication towers on U.S. Forest Service property.

The form captures comprehensive tower data for the Barillas Lookout tower (Site ID 031005L050501) located in Region 03/Forest 10, a 54 feet 5 inches tall self-supporting steel lookout tower with a square cross-section. The inspection was conducted on September 6, 2023, by Inspector Mohanad Ashor, with the P&T (Proof Testing) results recorded as Pass. The tower features K1 brace configurations across four documented sections, with section heights ranging from approximately 10 to 20 feet, varying leg sizes from L3x3x0.25" to L4x4x0.25", and gussets measuring 20"x11"x0.25". Bolts primarily consist of 3/4" and 7/8" sizes with 10 to 13 bolts per brace connection. The mounted equipment includes stairs platforms, hand rails, solar panels (three units ranging from 4'x1'x1" to 47"x21"x1"), and a dipole antenna measuring 10'x2"x1/8", with installation at varying elevations. Foundation information, guy wire system data, and tension testing results are documented as N/A, indicating either a non-guyed structure or data not collected during this inspection. The form includes detailed instructional guidance on structural data collection methodology, bracing type classifications (Z, X, K, M, Diamond, and Tapered configurations), and measurement standards for equipment mounting, offset distances, and component specifications.

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USFS TOWER STRUCTURAL ANALYSIS FORM 1

USFS TOWER STRUCTURAL ANALYSIS FORM

Tower Information

Region/Forest: 03/10 Tower Type: SS Inspector Name: Mohanad Ashor Site Name: Barillas Lookout System Type: Lookout Inspection Date: 9/6/2023

Site ID: 031005L050501 Tower Material: Steel Last Inspection: 11/9/2022 Latitude: 35°34'7.75"N Tower Height: 54’ 5” Engineer Name: Mohanad Ashor

Longitude: 105°28'24.13"W Cross Section: Square P&T Results: Pass

Inspection Team Notes Radiant horizontal 2L2.5x2x0.25 length 6fet 3 “ radiant diag 2L2.5x2.5x0.25 length 3’ 4.5” has 2 bolt size ¾” second section and rest Radiant horizontal L2.5x2x0.25 radiant diag L2.5x2.5x0.25 has 2 bolt size ¾” not double angle 3rd section Radiant horizontal Length L 2.5x2x0.25 radiant diag Length L 2.5x2.5x0.25 1 section Radiant horizontal Length 4feet 10” radiant diag L 7’1” 2nd section Radiant horizontal L 4ft 3” radiant diag 6’3” 3rd section Radiant horizontal Length 3feet 4.5” radiant diag Length 5’10” 4th section Radiant horizontal Length radiant diag Length 5th section Radiant horizontal Length radiant diag Length

Foundation Information Tower Leg: Testing Test Data Foundation Dimensions Slab N/A N/A N/A Leg B N/A N/A N/A Leg C N/A N/A N/A Leg D N/A N/A N/A Leg AA N/A N/A N/A Leg BB N/A N/A N/A Leg CC N/A N/A N/A Leg DD N/A N/A N/A

Guy Wire System Information Tower Leg: Guy Strand Guy Size Tension Test Data (lbfs.) (Input Bottom to Top) Leg A:

N/A N/A N/A

Leg B:

N/A N/A N/A

USFS TOWER STRUCTURAL ANALYSIS FORM 2

Leg C:

N/A N/A N/A

Leg D:

N/A N/A N/A

(Include: Distance from middle of tower to anchor, guy pull off elevation, fasteners, anchors, mounting, etc.)

Tower Leg: Guy System Bottom Configuration Guy System Top Configuration Leg A:

Anchor Plate Anchor Rod Gusset Plate U-Bolt Turnbuckle Distance Elevation Pull off Size

Leg B:

Leg C:

Leg D:

USFS TOWER STRUCTURAL ANALYSIS FORM 3

Mounted Equipment and Structures Inventory Mount Information Equipment Information

Location Elevation Mount Structure Dimensions (Include Material Thickness)

Horizontal Offset

Vertical Offset

Mounted Equipment Type & Dimensions (Include ladder & transmission lines)

12Sele ct

4x Stairs platform 5’5” x 30”

Solar Panel 1- 4’x1’x1” 2- 44”*24”*1” 3- 47”x21”x1”

Select 16xStairs steps 10” x 28”

Select Hand rail 2x2 stair wall 35”

Select 5 stair x 16 steps Select

Select Rohn 25 and dipole will be in new perform file

Select Mount di pole 102.5”x 2.5”x 1/8” Di pole 10’x2”x1/8” Select Select Select Key: V=Vertical, H=Horizontal, D=Diagonal, L=Angle, P=Pipe/Tube, S=Solid, OD=Outside Diameter

Notes:

• Elevation: measure from the ground to the base of the mount.

• Mount Dimensions: Length x Height & Material Length x Width, Thickness

• Horizontal Offset: Measure distance from tower leg or face to equipment.

• Vertical Offset: Measure distance from base of mount up to base of equipment.

• What type of equipment is mounted (see common options below) & dimensions Length x OD.

Equipment (Photos)

Antenna Types Fiberglass

Omnidirectional Folded Dipole Bay Folded Dipole

(2 or more) Yagi Antenna Dish Antenna Whip Antenna Bowtie Antenna

Icom Antenna Dipole Loop Antenna Grid Antenna Sector Antenna Log Periodic

USFS TOWER STRUCTURAL ANALYSIS FORM 4

Structural Analysis Data 1 Brace Type K1 Brace Mounted Ladder Select

Section Height 12 feet 6 inch Face Width 22ft 6 “ Panel Height 12’ 6” Panel #’s 1

Leg Size & Thickness L4x4x0.25 (Girt) Top Horizontal to Flange Top girt 6” bottom girt 6”

Flange or Base or Splice Size SS Bolt Size & Count Bottom 2@7/8” each section top 6@ 3/4

Horizontal Size 2L4x3x0.25 Bolt Size & Count Per Brace 10@3/4 Diagonal Size 2L3.5x3x0.25 Bolt Size & Count Per Brace 12@3/4

Gusset Size 20”x11”0.25” 4.5” small one Bolt Size & Count Per Gusset 13@3/4

2 Brace Type K1 Brace Mounted Ladder Select

Section Height 11 feet 3.5 inch Face Width - Panel Height Panel #’s 1

Leg Size & Thickness L4x4x0.25 Girt Height Top girt 6” bottom girt 6”

Flange or Base or Splice Size SS Bolt Size & Count 6@3/4 both side Horizontal Size 2L3.5x3x0.25 Bolt Size & Count Per Brace 10@3/4 Diagonal Size 2L3x2.5x.25 Bolt Size & Count Per Brace 12@3/4

3 Brace Type K1 Brace Mounted Ladder Select

Section Height 10feet 6.76” Face Width - Panel Height Panel #’s 1

Leg Size & Thickness L3.5x3.5x.25 Girt Height Top girt 6” bottom girt 6”

Flange or Base or Splice Size SS Bolt Size & Count 6@3/4 both side Horizontal Size 2L3.5”x3”x0.25” Bolt Size & Count Per Brace 10@3/4 Diagonal Size 2L2x2.5”x3/16” Bolt Size & Count Per Brace 12@3/4

4 Brace Type K1 Brace Mounted Ladder Select

Section Height 20feet 0 inch Face Width 160”

Panel Height 10feet top one 10 feet bottom Panel #’s 2

Leg Size & Thickness L3x3x0.25” Girt Height Top girt 6” bottom girt 6”

Flange or Base or Splice Size SS both side Bolt Size & Count Welded with 6@3/4 for guesst plate

Horizontal Size 2L3.5”x3”x0.25” Bolt Size & Count Per Brace 10@3/4

Diagonal Size 2L2x2.5x3/16” bottom panel 2L2x2.5x3/16 top panel Bolt Size & Count Per Brace 12@3/4

5 Brace Type Select Mounted Ladder Select

Section Height Face Width Panel Height Panel #’s

Leg Size & Thickness Girt Height Flange or Base or Splice Size Bolt Size & Count

Horizontal Size Bolt Size & Count Per Brace Diagonal Size Bolt Size & Count Per Brace Gusset Size Bolt Size & Count Per Gusset

6 Brace Type Select Mounted Ladder Select

Leg Size & Thickness Girt Height Flange or Base or Splice Size Bolt Size & Count

Horizontal Size Bolt Size & Count Per Brace

7 Brace Type Select Mounted Ladder Select

Leg Size & Thickness Girt Height Flange or Base or Splice Size Bolt Size & Count

Horizontal Size Bolt Size & Count Per Brace

USFS TOWER STRUCTURAL ANALYSIS FORM 5

8 Brace Type Select Mounted Ladder Select

Leg Size & Thickness Girt Height Flange or Base or Splice Size Bolt Size & Count

Horizontal Size Bolt Size & Count Per Brace

Structural Analysis Data (Continued) 9 Brace Type Select Mounted Ladder Select

Leg Size & Thickness Girt Height Flange or Base or Splice Size Bolt Size & Count

Horizontal Size Bolt Size & Count Per Brace

10 Brace Type Select Mounted Ladder Select

Leg Size & Thickness Girt Height Flange or Base or Splice Size Bolt Size & Count

Horizontal Size Bolt Size & Count Per Brace

11 Brace Type Select Mounted Ladder Select

Leg Size & Thickness Girt Height Flange or Base or Splice Size Bolt Size & Count

Horizontal Size Bolt Size & Count Per Brace

12 Brace Type Select Mounted Ladder Select

Leg Size & Thickness Girt Height Flange or Base or Splice Size Bolt Size & Count

Horizontal Size Bolt Size & Count Per Brace

13 Brace Type Select Mounted Ladder Select

Leg Size & Thickness Girt Height Flange or Base or Splice Size Bolt Size & Count

Horizontal Size Bolt Size & Count Per Brace

14 Brace Type Select Mounted Ladder Select

Leg Size & Thickness Girt Height Flange or Base or Splice Size Bolt Size & Count

Horizontal Size Bolt Size & Count Per Brace

15 Brace Type Select Mounted Ladder Select

Leg Size & Thickness Girt Height Flange or Base or Splice Size Bolt Size & Count

Horizontal Size Bolt Size & Count Per Brace

USFS TOWER STRUCTURAL ANALYSIS FORM 6

16 Brace Type Select Mounted Ladder Select

Leg Size & Thickness Girt Height Flange or Base or Splice Size Bolt Size & Count

Horizontal Size Bolt Size & Count Per Brace Diagonal Size Bolt Size & Count Per Brace Gusset Size Bolt Size & Count Per Gusset

Bracing Types

Z Brace X Brace

CX (no stitch plate)

K Brace Right K Brace Up K1 Brace Tapered Top Tapered Base

Double K Diamond K Brace Left K Brace Down M Brace Top Plate Bottom Plate

Structural Analysis Work Instruction:

Key:

V=Vertical D=Diagonal P=Pipe/Tube OD=Outside Diameter #=Number of pieces H=Horizontal L=Angle S=Solid

• Guy System Configuration Bottom:

o Distance(s) from center of tower to top of anchor (fan plate, or eyelet).

o Turnbuckle size, bolt or fattener size connecting the turnbuckle to the anchor plate, saddle clamp size and number, guy anchor size and type.

• Guy System Configuration Top:

o Guy pull-off elevation(s).

o Turnbuckle size (if applicable), bolt or fattener size connecting the turnbuckle or guy wire to the tower, saddle clamp size and number, mounting bracket size and hardware size/configuration.

Guy System Data Collection Example:

USFS TOWER STRUCTURAL ANALYSIS FORM 7

• Structural analysis data collection:

o Face width is to be collected at the bottom of each section and at the top of the overall structure (not to include mast sections).

o If the top section of the tower converges to a single point extending above the tower it should be identified as a “mast” with dimensions provide in the face width row.

o Leg thickness should be collected on each leg of the tower at each section and entered as an average for each section.

o Towers with members designed to be climbed like a ladder should not be considered a mounted ladder.

o Tower panels are to be identified by each diagonal or set of diagonals. Example in a Z brace configuration presenting 7 diagonals in a section the tower has 7 panels in that section.

o (#xbolt) is asking the number of bolts and bolt size at a single connection point. Example a tower flange has 4 bolts, and each bolt is

5/8” in size (4x5/8”).

o If a tower horizontal is between gusset plates the length measurement is required.

o Tower section greater than 50ft shall be divided in 2 sections with the sections being separated at the top of the most centrally located horizontal brace.

Partial braces are to be regarded as a “Step”. Measure top off brace to top of brace.

Structural Analysis Data Collection Example:

USFS TOWER STRUCTURAL ANALYSIS FORM 8

• Equipment Inventory and Data Collection:

o Measure the elevation mounted to the first mounting point on the tower.

o Offset from the tower structure should be measured from outside of member attachment point to outside of equipment mount.

o Transmission line size, number, and spacing between lines (if applicable) should be identified separate from a mounted feed line ladder.

o Dimensional data for equipment should be entered (length x width x depth), with extension pipes like on dipoles measured as well

(diameter x length).

Mounted Equipment Data Collection Example:

Instructional Diagrams:

USFS TOWER STRUCTURAL ANALYSIS FORM 9

Girt Spacing

USFS TOWER STRUCTURAL ANALYSIS FORM 10

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