J6 - Tellico Supplemental Specs.pdf
PDF 238 KB Posted
- Solicitation number
- 12445223B0004
- Issued by
-
Department of Agriculture Forest Service
About this file
This document provides supplemental specifications for a Ranger Station renovation project. The specifications cover finish carpentry and manufactured gutters and downspouts. For finish carpentry, requirements include softwood window casings and moldings prepared for paint finish, clear white pine moldings, bases, casings, and trim prepared for paint finish, and clear fir window sills prepared for transparent finish. Manufactured gutters and downspouts are to be 6-inch half round single bead aluminum gutters in 20-foot lengths and 4-inch plain round painted downspouts. Support brackets, anchors, end caps, corners, downspout elbows, outlet tubes, and strainers are also specified. Precast concrete splash pads of 18x30 inches and a minimum 3000 psi strength are required.
The related federal contract opportunity is a Multiple Award Indefinite Delivery/Indefinite Quantity Contract for construction projects and services on the Cherokee National Forest in eastern Tennessee. The scope includes facility maintenance, repair, remodeling, renovation, and new construction. The IDIQ has a shared ceiling of $7 million over its term. Task orders may be up to $250,000, with construction over $35,000 requiring bonds. This is a 100% small business set-aside for primary NAICS 236220. The Department of Agriculture Forest Service is the agency.
View the file
Other files
Show all 22
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
SECTION 00 0101
PROJECT TITLE PAGE
RANGER STATION RENOVATION
SUPPLEMENTAL SPECIFICATIONS
DATE: 02.17.23
00 0101 1 PROJECT TILE PAGE
TABLE OF CONTENTS
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 2000 FINISH CARPENTRY
DIVISION 07 -THERMAL AND MOISTURE PROTECTION
07 7123 MANUFACTURED GUTTERS AND DOWNSPOUTS
SECTION END
06 2000 - 1 FINISH CARPENTRY
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Finish carpentry tems.
SECTION 06 2000
FINISH CARPENTRY
B. Wood door frames, glazed frames.
C. Wood casings and moldings.
D. Hardware and attachment accessories.
1.2 RELATED REQUIREMENTS
A. Section 01 6116 - Volatile Organic Compound (VOC) Content Restrictions.
B. Section 06 1000 - Rough Carpentry: Support framing, grounds, and concealed blocking.
1.3 REFERENCE STANDARDS
A. ANSI A135.4 - American National Standard for Basic Hardboard; 2004.
B. ANSI A208.1 - American National Standard for Particleboard; 2009.
C. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2009.
D. AWPA U1 - Use Category System: User Specification for Treated Wood; American Wood-Preservers' Association; 2010.
E. BHMA A156.9 - American National Standard for Cabinet Hardware; Builders Hardware Manufacturers Association; 2010 (ANSI/BHMA A156.9).
F. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood; Hardwood Plywood & Veneer Association; 2004.
G. NEMA LD 3 - High-Pressure Decorative Laminates; National Electrical Manufacturers Association; 2005.
H. PS 1 - Structural Plywood; 2007.
1.4 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the work with plumbing rough-in, electrical rough-in, and installation of associated and adjacent components.
1.5 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements for submittal procedures.
B. Product Data:
1. Provide instructions for attachment hardware and finish hardware.
C. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and accessories.
1. Provide the information required by AWI/AWMAC/WI Architectural Woodwork Standards.
2. Include certification program label.
1.6 QUALITY ASSURANCE
A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Protect work from moisture damage.
PART 2 PRODUCTS
2.1 FINISH CARPENTRY ITEMS
A. Quality Grade: Unless otherwise indicated provide products of quality specified by AWI/AWMAC/WI Architectural Woodwork Standards for Premium Grade.
06 2000 - 2 FINISH CARPENTRY
B. Exterior Woodwork Items:
1. Window Casings and Moldings: Softwood; prepare for paint finish.
2. Soffits: Match Existing
3. Fascia: Hardi-Trim Fiber Cement Boards by James Hardie Company
4. Enclosing Soffit Spaces: As detailed.
C. Interior Woodwork Items:
1. Moldings, Bases, Casings, and Miscellaneous Trim: Clear white pine; prepare for paint finish.
2. Window Sills: Clear fir; prepare for transparent finish.
3. Loose Shelving: Birch plywood; prepare for paint finish.
2.2 WOOD-BASED COMPONENTS
A. Wood fabricated from old growth timber is not permitted.
2.3 SHEET MATERIALS
A. Softwood Plywood Not Exposed to View: Any face species, veneer core; PS 1 Grade A-B; glue type as recommended for application.
B. Exterior Siding: 19/32 8" O.C. primed T1-11 Fir plywood siding (to match existing).
2.4 PLASTIC LAMINATE MATERIALS
A. Plastic Laminate: NEMA LD 3, HGS ; finish as selected .
B. Laminate Adhesive: Type recommended by laminate manufacturer to suit application; not containing formaldehyde or other volatile organic compounds.
2.5 WOOD TREATMENT
A. Factory-Treated Lumber: Comply with requirements of AWPA U1 - Use Category System for pressure impregnated wood treatments determined by use categories, expected service conditions, and specificapplications.
2.6 FABRICATION
A. Shop assemble work for delivery to site, permitting passage through building openings.
B. Cap exposed plastic laminate finish edges with material of same finish and pattern.
C. When necessary to cut and fit on site, provide materials with ample allowance for cutting.
Provide trim for scribing and site cutting.
D. Apply plastic laminate finish in full uninterrupted sheets consistent with manufactured sizes. Fit corners and joints hairline; secure with concealed fasteners. Slightly bevel arises. Locate counter butt joints minimum 2 feet (600 mm) from sink cut-outs.
2.7 SHOP FINISHING
A. Sand work smooth and set exposed nails and screws.
B. Apply wood filler in exposed nail and screw indentations.
C. On items to receive transparent finishes, use wood filler that matches surrounding surfaces and is of type recommended for the applicable finish.
D. Finish work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards, Section 5
- Finishing for Grade specified and as follows:
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify adequacy of backing and support framing.
B. Verify mechanical, electrical, and building items affecting work of this section are placed and ready to receive this work.
3.2 INSTALLATION
A. Install work in accordance with AWI/AWMAC/WI Architectural Woodwork Standards requirements for gradeindicated.
06 2000 - 3 FINISH CARPENTRY
B. Set and secure materials and components in place, plumb and level.
C. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch (1 mm). Do not use additional overlay trim to conceal larger gaps.
D. Follow manufacturers installation recommendations for Fiber Cement Trim items.
3.3 PREPARATION FOR SITE FINISHING
A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. Sand work smooth.
B. Before installation, prime paint surfaces of items or assemblies to be in contact with cementitious materials.
3.4 TOLERANCES
A. Maximum Variation from True Position: 1/16 inch (1.5 mm).
B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch (0.7 mm).
END OF SECTION
07 7123 - 1 MANUFACTURED GUTTERS AND
DOWNSPOUTS
PART 1 GENERAL
SECTION 07 7123
MANUFACTURED GUTTERS AND DOWNSPOUTS
1.1 SECTION INCLUDES
A. Pre-finished aluminum gutters and downspouts.
B. Precast concrete splash pads.
1.2 REFERENCE STANDARDS
A. AAMA 611 - Voluntary Specification for Anodized Architectural Aluminum; American Architectural Manufacturers Association; 1998.
B. AAMA 2604 - Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels; 2005.
C. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels; 2005.
D. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2007.
E. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate [Metric]; 2007.
F. SMACNA (ASMM) - Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning Contractors' National Association; 2003.
1.3 DESIGN REQUIREMENTS
A. Conform to SMACNA Architectural Sheet Metal Manual for sizing components for rainfall intensity determined by a storm occurrence of 1 in 5 years.
B. Maintain one copy of each document on site.
1.4 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate locations, configurations, jointing methods, fastening methods, locations, and installation details.
C. Product Data: Provide data on prefabricated components.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Stack material to prevent twisting, bending, or abrasion, and to provide ventilation. Slope to drain.
B. Prevent contact with materials that could cause discoloration, staining, or damage.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Gutters and Downspouts:
1. Gutter: Berger Building Products
2. Substitutions: See Section 01 6000 - Product Requirements.
2.2 MATERIALS
A. Pre-Finished Aluminum Sheet: ASTM B209 (ASTM B209M); 0.032 inch (0.8 mm) thick.
1. Finish: 0.65 to 0.70 Mil Thick Polyester Finish
2. Color: High Gloss White
2.3 COMPONENTS
A. Gutters: 6" Half Round Single Bead
1. Aluminum, minimal seams (20 ft. lengths)
2. Fabricated from .032" aluminum.
07 7123 - 2 MANUFACTURED GUTTERS AND
B. Downspouts: 4" Plain Round Painted Downspout.
07 7123 - 3 MANUFACTURED GUTTERS AND
C. Gutter support bracket
a. #10 Painted Aluminum Combo Circle & Shank w/ Spring Clip
D. Downspout Anchor
1. Anchoring Devices: Type recommended by fabricator.
2.4 ITEMS & ACCESSORIES
A. End Caps: End Caps
B. Corners: 90 Degree Miter Box Outside or Inside
C. Downspout Elbows: Plain Round
D. Outlet Tube: B-Style Half Round Wide Flange
E. Round Wire Strainer
F. Splash Pads: Precast concrete type, size 18" x 30"; minimum 3000 psi (21 MPa) at 28 days.
2.5 FABRICATION
A. Form gutters and downspouts of profiles and size indicated.
B. Fabricate with required connection pieces.
C. Form sections square, true, and accurate in size, in maximum possible lengths, free of distortion or defects detrimental to appearance or performance. Allow for expansion at joints.
D. Hem exposed edges of metal.
E. Fabricate gutter and downspout accessories; seal watertight.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that supports and surfaces are ready to receive work.
3.2 PREPARATION
A. Paint concealed metal surfaces and surfaces in contact with dissimilar metals with protective backing paint to a minimum dry film thickness of 15 mil (0.4 mm).
3.3 INSTALLATION
A. Install gutters, downspouts, and accessories in accordance with the drawings.
B. Sheet Metal: Join lengths with formed seams sealed watertight. Flash and seal gutters to downspouts and accessories.
C. Slope gutters to drain.
D. Slope gutters 1/4" per 10' (0.21%)
END OF SECTION
File details come from the government source that posted it. Updated .