SORT Course-A-2_1.pdf

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Attached to
Toughman Course Federal contract opportunity
Solicitation number
15b50920q0000003
Issued by
Department of Justice Bureau of Prisons

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Text version

A-2

SORT COURSE

SORT COURSE

General Notes

New construction to consist of:

1. NEW HSS8X8X-l/4" VERTICAL POSTS AND HORIZONTAL STRUCTURE.

1.1. ALL STEEL SHALL BE GALVANIZED STEEL.

1.1.1. VERTICAL POSTS SHALL BE 10' DEPTH BELOW GRADE.

1.2. X-BRACING ON (3) SIDES

1.2.1. X-BRACING TO BE L3X3X-l/4"

1.2.2. X-BRACING FLAGS TO BE PL- l / 2"

1.3. POSTS TO BE CONCRETED IN GROUND PER DRAWING PROVIDED BY BOP.

1.1.1. CONCRETE SECURING VERTICAL POSTS SHALL STOP 14"BELOW GRADE.

1.1.1.1. CONCRETE SHALL BE 24" IN DIAMETER

2. NEW GUARDIAN SAFETY ANCHOR POINTS TO BE INSTALLED AT BOTH ENDS OF

TOWER (4 TOTAL)

2.1. GROUND ANCHOR POINTS SHALL BE PAINTED SAFETY YELLOW.

2.2. STAINLESS STEEL ANCHOR LINES SHALL HAVE OSHA APPROPRIATE LINE

MARKERS.

3. 8"X8" SOLID PLASTIC COMPOSITE CROSS TIMBERS TO BE INSTALLED ON STEEL

HORIZONTAL STRUCTURE TO MATCH EXISTING TOWER.

4. NEW 1" APERTURE 8 GAUGE MINIMUM PVC MESH

4.1. INSTALLED

" UNDERNEATH CROSS TIMBERS PER DRAWING TITLED "THE

TOUGH ONE."

5. NEW HANDRAIL CONSTRUCTED OF 1-1/2" SCHEDULE 40 PIPE PER OSHA

SPECIFICATIONS.

6. NEW LADDER WITH CAGE PER DRAWING TITLED "THE TOUGH ONE".

6.1. LADDER TO BE ORIENTED FACING TOWER TO ALLOW SAFE ENTRY TO

PLATFORM.

7. LADDER AND HANDRAILS PAINTED SAFETY YELLOW.

8. NEW GALVANIZED STRUCTURAL STEEL TO BE COATED IN PRIMER WHERE WELDED.

9. SAFETY GATE AT TOP OF LADDER.

10. ACCESS DENIAL HATCH AT BOTTOM OF LADDER

11. ALL WELDED CONSTRUCTION.

12. WOOD TO STEEL CONNECTIONS TO CONSIST OF L6X6 CHAIRS WITH 3/8"

GALVANIZED LAG SCREWS.

13. BOP TO PROVIDE ROPES.

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DRAWING TITLE: ARCHITECTURAL - CONSTRUCTION PLAN

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DATE

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NO.

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REVISION

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DATE:

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PROJECT

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VARIES

AutoCAD SHX Text 11/27/2019

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SORT TOUGHMAN

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FMC FORT WORTH, TEXAS

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FEDERAL BUREAU OF PRISONS

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U.S. DEPARTMENT OF JUSTICE

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SHEET:

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OF

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PROJECT TITLE: SORT TOUGHMAN OBSTACLE

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SCALE: 3/32" = 1'-0"

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PLAN

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NORTH

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SCALE: 1/2" = 1'-0"

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PLAN

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A-2

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