05520 Handrails and Railing.pdf

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Attached to
RECOVERY--Y--Replace Troop Training Quarters Federal contract opportunity
Solicitation number
W912KC-09-B-0009
Issued by
Department of the Army Pennsylvania Army National Guard

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Updated Section 05520 Handrails Railing

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Text version

193d REGIONAL SUPPORT GROUP PROJECT NO.: LKLW959714

REPLACE TROOP TRAINING QUARTERS 05520 - 1 Add #1

SECTION 05520

HANDRAILS AND RAILINGS

PART 1 GENERAL

1.01 SUMMARY

A. Section Includes: Aluminum tube handrails and fittings.

1.02 REFERENCES

A. AA DAF-45 – Designation System for Aluminum Finishes; The Aluminum

Association, Inc.; 1997, Eighth Edition.

B. ASTM B 221 – Standard Specification for Aluminum and Aluminum-Alloy Extruded

Bars, Rods, Wire, Profiles, and Tubes; 2000.

C. ASTM E 935-Standard Test Methods for Performance of Permanent Metal Railing

Systems and Rails for Buildings; 2000.

1.03 DESIGN REQUIREMENTS

A. Design railing assembly, wall rails, and attachments to resist lateral force of 333N [75 lbs] at any point without damage or permanent set. Test in accordance with ASTM E

935.

1.04 SUBMITTALS

A. Shop Drawings: Indicate profiles, sizes, connection attachments, anchorage, size and type of fasteners, and accessories.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Handrails and Railings:

1. Poma Corp; www.pomacorp.com.

2. Sterling Fabricated Systems, Inc.

3. R & B Wagner, Inc.

4. Or Approved Equal.

193d REGIONAL SUPPORT GROUP PROJECT NO.: LKLW959714

REPLACE TROOP TRAINING QUARTERS 05520 - 2 Add #1

2.02 ALUMINUM RAILING SYSTEM

A. Rails and Posts: 28mm [1-1/2 inch] diameter, extruded tubing conforming to ASTM

B 221 (ASTM B 221M).

2.03 FABRICATION

A. Fit and shop assembly components in largest practical sizes for delivery to site.

B. Fabricate components with joints tightly fitted and secured. Provide spigots and sleeves to accommodate site assembly and installation.

2.04 ALUMINUM FINISHES

A. Comply with AA DAF-45 for aluminum finishes required.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive work.

3.02 PREPARATION

A. Clean and strip primed steel items to bare metal where site welding is required.

B. Supply items required to be cast into concrete or embedded in masonry with setting templates, for installation as work of other sections.

3.03 INSTALLATION

A. Install in accordance with manufacturer’s instructions.

B. Install components plumb and level, accurately fitted, free from distortion or defects.

3.04 ERECTION TOLERANCES

A. Maximum Offset From True Alignment: 6mm [¼ inch].

END OF SECTION

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