Attachment 3 Building Specs~1.docx
DOCX document 26 KB Posted
- Attached to
- DNR-Storage building for division of Fisheries
- Solicitation number
- 20-422DNR-DIREC-B-10235
- Issued by
- Bureau County, Illinois
About this file
The provided document is an Attachment 3 containing detailed specifications for a pre-engineered pole building as part of a state and local contract opportunity. The request is for a 56 ft x 36 ft x 12 ft pole storage building to be constructed at the Hennepin Canal Parkway State Trail in Sheffield, Illinois. The scope of work includes vegetation removal, grading and site layout, installation of a concrete base over an aggregate base, provision and erection of the pre-engineered metal pole building, installation of overhead doors, windows, and man-doors, an exterior concrete pad, aggregate driveway, site grading, and landscaping. The contract opportunity is being managed by the Illinois Department of Natural Resources (DNR) for the Division of Fisheries.
The specifications outline detailed requirements for the pre-engineered pole building, including acceptable manufacturers, framing materials, roof trusses, roof and sidewall panels, accessories, and installation procedures. The contract opportunity requires the bidder to provide a warranty on the building components and workmanship. No pricing information or set-aside requirements are included in the provided documents.
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| File | Type | Posted |
|---|---|---|
| Attachment 2.jpg | JPG image | |
| Attachment 5.jpg | JPG image | |
| B-10235 Notice of Award (003).pdf | ||
| Forms B Section V.20.1.docx | DOCX document | |
| Attachment 1A.jpg | JPG image | |
| Fisheries Bldg IFB4~1.doc | DOC document | |
| Forms A Section V.18.1~37.docx | DOCX document | |
| Attachment 6~1.jpg | JPG image | |
| Attachment 1B.jpg | JPG image | |
| Attachment 4.jpg | JPG image |
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Text version
Attachment 3 Section 13 34 10 - Pre-Engineered Pole Building
1. GENERAL.
1-01. WORK INCLUDES.
A. Base Bid:
General Contractor: pre-engineered building package, including:
| a. | Pre-engineered pole building |
| b. | Gutters and downspouts |
| c. | Translucent Side Wall Panels |
| d. | Snow & Ice Guards |
1-02. RELATED WORK.
A. Specified in the Scope of Work:
| 1. | General Conditions |
| 2. | Grading and Layout |
| 3. | Excavation, Backfilling, and Compaction |
| 4. | Pre-engineered Pole Building |
| 5. | Door and Window Frames |
| 6. | Sealants and Caulking |
| 7. | Crushed Stone Paving |
| 8. | Final Grading |
1-03. QUALITY ASSURANCE.
| A. | Qualifications: |
| 1. | Of Manufacturer: Minimum five (5) years’ experience in design and fabrication of similar building systems. |
2. Of Contractor or Builder:
| a. | Minimum five (5) years’ experience in erection of comparable building systems. |
| b. | Approved by Manufacturer of building |
package.
1-04. DESIGN LOADING CONDITIONS.
| A. | Snow load/Live Load: 30 psf. |
| B. | Wind load: 20 psf with a wind speed of 80 mph. Contractor shall verify that this requirement conforms to the Uniform Building Code. |
| C. | Soil bearing pressure: 2,000 psf. |
1-05. SUBMITTALS.
A. In accord with other shop drawing submittal requirements detailed elsewhere.
1. Shop Drawings:
a. Pole building package. Furnish Shop Drawings in addition to Construction Drawings.
2. Product Data:
a. Pole building package
3. Samples
a. Manufacturer's standard color samples for color selection.
1-06. REFERENCED STANDARDS.
A. Concrete: ACI 301 - Specifications for Structural Concrete for Buildings.(ACI)
B. Lumber Standards:
1. Dimension Lumber Standard: US Product Standard PS-20.
2. Grading Standards:
| a. | Southern Pine: Southern Pine Inspection Bureau (SPIB) | |
| b. | Douglas Fir-Larch: | |
| (1). | West Coast Lumber Inspection Bureau | (WCLIB) |
| (2). | Western Wood Products Association (WWPA) |
3. Wood Treatment Standard:
| a. | American Wood Preservers Association (AWPA) |
| b. | American Wood Preservers Board (AWPB) |
C. Wood Truss Standards:
1. Design and Fabrication Standards:
| a. | Truss Plate Institute (TPI) National Specifications for Metal Plate Connected Wood Trusses. |
| b. | TPI Quality Standards for Metal Plate Connected Wood Trusses. |
2. Truss Erection Standards:
a. TPI Commentary and Recommendations for Handling and Erecting Wood Trusses.
b. TPI Commentary and Recommendations for Bracing Wood Trusses.
D. Steel or Aluminum Fascia, Soffits and Gutters:
1-07. WARRANTY.
A. Manufacturer's Warranty:
| 1. | Warranty pressure treated posts against rot, decay or insect attack for a period of forty (40) years. |
| 2. | Warranty against leaks in roof for a period of five (5) years. |
| 3. | Warranty building frame work, wall and roof panels against damage from snow loads for a period of five (5) years. |
| 4. | Warranty paint finish on panels against blistering, peeling, checking, chalking, fading or loss of adhesion for a period of forty (40) years. |
B. Contractor: warranty workmanship and material for a period of two (2) years.
2. MATERIALS.
2-01. CONCRETE FOR POSTHOLES.
A. Materials:
| 1. | Portland Cement: conform to ASTM C-150. |
| 2. | Aggregates: conform to ASTM C-33 |
| 3. | Mixing water: potable |
B. Ready mix concrete: conform to ASTM C-94. Minimum Ultimate Compressive Strength (F'c): 3,000 psi @ 28 days.
2-02. PRE-ENGINEERED POLE BUILDING.
A. Acceptable manufacturers for pole building package:
| 1. | Lester Buildings Inc., Charleston IL |
| 2. | Cleary Building Corp., Verona WI |
| 3. | Economy Builders & Supply, Princeville IL |
| 4. | Morton Buildings, Morton IL |
| 5. | Sturdi-Built, Charleston IL |
| 6 | Wick Buildings, Mazomanie, WI |
| 7. | O’Neil Building Systems, Sauget, IL |
B. Framing materials:
| 1. | Posts: No. 1 Southern Yellow Pine (SYP); CCA treated at 0.60 pcf at portion below grade; solid or laminated, at Manufacturer's option. |
| 2. | Skirt boards: No. 1 SYP; CCA treated at 0.40 pcf. |
| 3. | Roof girts and wall purlins: No. 2 SYP. |
C. Roof Trusses:
1. Materials:
| a. | Top Chord: No. 1 Southern Yellow Pine |
| b. | Bottom Chord: No. 1 Southern Yellow Pine |
| c. | Webs: No. 2 southern Yellow Pine |
| d. | Plates: minimum 20 gauge steel; galvanized; conforming to TPI Specifications. |
2. Fabrication:
a. Conform to the following:
| (1). | Truss Plate Institute (TPI) National Specifications for Plate Connected Wood Trusses |
| (2). | TPI Quality Standard for Metal Plate Connected Wood Trusses. |
| (3). | Roof slope to be 4 inches per foot. |
b. Fabricate trusses in plant using mechanical or hydraulic jigs to bring members into contact. Install plates as per TPI recommendations.
D. Roof and Sidewall Panels:
1. Sidewall and Roof Panels: roll formed (minimum) 29 gauge galvanized (G90) steel, aluminum coated steel or aluminum alloy; 5/8" high rib pattern; minimum 48,000 psi tensile strength.
2. Protective Coating: all trim, roof, and sidewall panels shall be coated with a Kynar paint finish. This finish shall be a dispersion coating based on Kynar 500® FSF® resin as formulated by an Arkema Kynar 500®licensee. This finish, based on Kynar 500® FSF® resin, shall meet the performance criteria of AAMA 2605 specification and be certified by the formulator as containing Kynar 500® FSF® resin.
E. Accessories:
1. Trim: die formed 29 gauge steel; same finish as panels.
2. Fasteners: No. 18 stainless steel screws with neoprene washers. Nails not permitted. Fasteners shall penetrate purlins and girts a minimum of 1½".
3. Filler strips: Manufacturer's standard foam, designed to conform to profile of panels.
4. Furnish Manufacturer's standard continuous ridge vent; full length of building. Provide insect screen and fiber fill.
5. Vapor Barrier: Provide a single bubble vapor barrier. Vapor barrier shall have aluminum foil on both sides to reflect heat.
6. Furnish standard 5" box or ogee gutter with 3" x 4" downspouts.
7 Pole Building shall have 18-24 inch eaves on all sides. Furnish Manufacturer's standard vented soffit system.
8. Gutters: Sized per manufacturer’s standard configuration. 29 gauge aluminum or steel, color to match building. Manufacturer’s standard support bracket spaced a maximum 48-inch on center.
9. Downspouts: Downspouts to match the material and finish of the gutters. Manufacturer’s standard downspout, 5” x 3” minimum size. Attached to wall with sheet metal straps to match downspout at 48” o.c. Provide a concrete splash block at each downspout.
10. Sealants and Caulking: Sealants in joints between system components shall be as specified or recommended by the building manufacturer.
11. Snow and Ice Guards: Provide and install snow and ice guards to the roof of the pole building. Guards shall be installed per building manufacturer’s recommendations to prevent ice sheets from sliding off the roof. General contractor shall provide 110% snow & ice guards, as recommended by building manufacturer. The remaining 10% shall be left with the site superintendent as spares.
3. EXECUTION.
3-01. BUILDING LAYOUT.
A. Layout Building as per approved Shop Drawings. Establish finish floor elevation as indicated or directed. Layout building square and in proper alignment.
3-02. FRAMING SYSTEM ERECTION.
A. Set in accord with approved Shop Drawings and Manufacturer's printed instructions and recommendations. Set building components square, plumb, straight and in proper alignment.
B. Set poles in full depth concrete. Backfilling posts with gravel, earth or any material other than concrete not permitted. Anchor pole ends as per approved Shop Drawings. Install built-up lintels, headers and other framing components as required. Introduce temporary bracing as required to maintain proper alignment of building during erection.
C Store, handle and set roof trusses as per TPI "Commentary and Recommendations for Handling and Erecting Wood Trusses". Anchor to posts as per approved Shop Drawings. Brace trusses as per TPI "Commentary and Recommendations for Bracing Wood Trusses".
D. Install roof purlins, splash boards, sidewall girts and other framing components or accessories as indicated or required. Minimum size/spacing for framing members:
| 1. | Roof purlins: 2 X 6 minimum, spaced at 24" max. on centers. |
| 2. | Wall girts: 2 X 6 minimum, spaced at 30" max. on centers. |
| 3. | Do not exceed maximum spacing of supports recommended by Manufacturer of roof and wall panels. |
E. Provide knee braces, corner bracing, lateral bracing and other incidental framing indicated on Shop Drawings.
3-03. METAL ROOFING AND SIDING.
A. Install roof and wall panels, lapping as per Manufacturer's printed instructions. Install panels with stainless steel screws and neoprene washers. Nails not permitted.
B. Provide starter strips, filler strips, corner trim. fascia, vented soffit, ridge vent, metal trim at openings and other accessories required for complete and finished job. No exposed wood other than splash board permitted on exterior of building.
3-04. COMPLETION.
A. Upon completion, carefully inspect installation. Repair and/or replace damage or improperly installed components. Touch up damaged or defective paint or finish with material furnished by Building Manufacturer.
END 13126
#1-19-054 10/29/18
File details come from the government source that posted it. Updated .