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SECTION 13 30 00
PRE-ENGINEERED STRUCTURES AND SHELTERS
 
 
Copyright 2016 - 2017 ARCAT, Inc. - All rights reserved
** NOTE TO SPECIFIER ** RCP Shelters, Inc.; pre-engineered structures and shelters.
.
This section is based on the products of RCP Shelters, Inc., which is located at:
2100 S. E. Rays Way
Stuart, FL 34994
Toll Free Tel: 800-525-0207
Tel: 772-288-3600
Fax: 772-288-0207
Email: request info (info@rcpshelters.com)
Web: www.rcpshelters.com
[ Click Here ] for additional information.
From humble beginnings, civil engineer James Ritter founded RCP Shelters in 1957. His vision was to provide superior quality construction materials at competitive prices. RCP continues this tradition today as a small, third generation, family-owned business. Today, RCP is the industry's most diverse shelter manufacturer. We offer a variety of pre-engineered structures available in laminated wood, tube steel, and fabric.
Our products have been used for numerous purposes, such as: Gazebos, Pavilions, and Shelters; Amphitheaters & Band Shells; Dugouts; Carousel Covers; Playground Covers; Mini Shelters and Kiosks; Trellis, Arbor, and Pergola designs; Enclosed, Concession, and Restroom Shelters.
Each project is individually engineered to meet or exceed local building code and loading conditions. Our flexible designs have met 265 psf snow loads in the Rocky Mountains and 150 mph wind loads in Guantanamo Bay, Cuba. Whether your next project is small or large, custom or standard, RCP can provide a shelter that meets your needs. Our experienced, friendly staff looks forward to working with you!
 
PART 1 GENERAL
 
1.1
SECTION INCLUDES
 
** NOTE TO SPECIFIER ** Delete items below not required for project.
 
A.
Pre-engineered shelters including the following:
1.
All steel shelters.
2.
Steel frame shelters.
3.
Laminated wood shelters.
1.2
RELATED SECTIONS
 
** NOTE TO SPECIFIER ** Delete any sections below not relevant to this project; add others as required.
 
A.
Section 03 30 00 - Cast-in-Place Concrete.
B.
Section 22 40 00 - Plumbing Fixtures.
C.
Section 26 00 00 - Electrical.
1.3
REFERENCES
 
** NOTE TO SPECIFIER ** Delete references from the list below that are not actually required by the text of the edited section.
 
A.
ASTM International (ASTM):
1.
ASTM A 36 - Standard Specification for Carbon Structural Steel.
2.
ASTM A 325 - Standard Specification for Structural Bolts, Steel, Heat Treated.
3.
ASTM A 500 - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes.
4.
ASTM A 563 - Standard Specification for Carbons and Alloy Steel Nuts.
5.
ASTM A 572 - Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel.
6.
ASTM F 1554 - Standard Specification for Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength.
B.
American Institute of Steel Construction (AISC).
C.
American Welding Society (AWS)
D.
Steel Structures Painting Council (SSPC); SSPC-SP10 - Near-White Blast Cleaning
E.
OSHA Standards 29 CFR, Part 1926, Subpart R (Steel Erection), Standard Number 1926.755: Compliance requires a minimum of four anchor bolts per column.
1.4
PERFORMANCE REQUIREMENTS
A.
Provide pre-engineered structures and shelters capable meeting applicable loads, seismic and thermal performance required by governing codes and regulations and site specific conditions.
B.
Cooperate with regulatory agency or authority and provide data as requested by authority having jurisdiction.
1.5
SUBMITTALS
A.
Submit under provisions of Section 01 30 00 - Administrative Requirements.
B.
Product Data: Manufacturer's data sheets on each product to be used, including:
1.
Construction details, material descriptions, dimensions of individual components and profiles, and finishes.
2.
Preparation instructions and recommendations.
3.
Storage and handling requirements and recommendations.
4.
Installation methods.
C.
Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.
 
** NOTE TO SPECIFIER ** Delete if not required.
 
1.
Shop drawings shall be stamped by a structural engineer licensed in the jurisdiction of the project, based on site-specific project requirements.
2.
Include installation drawings.
D.
Selection Samples: For each finish product specified, color charts representing manufacturer's full range of available colors.
E.
LEED Documentation: Submit manufacturer's documentation for the following LEED credits in accordance with USGBC requirements:
1.
Recycled content for steel.
2.
FSC certified wood.
1.6
QUALITY ASSURANCE
A.
Designer Qualifications: Design under direct supervision of a Professional Engineer experienced in design of this type of work and licensed in the State where the Project is located.
B.
Manufacturer Qualifications: Company specializing in manufacturing prefabricated structures and shelters with minimum experience of five years experience.
1.
Three references of similar shelters completed within the past year.
2.
Fabricator membership in American Institute of Steel Construction (AISC), requiring quality control documentation and procedures. Provide current AISC shop certification upon request.
C.
Prefabricated Components: Comply with manufacturer's published literature for products meeting indicated design loads in accordance with state and local requirements as applicable.
D.
Pre-Engineered Package: Pre-cut and/or prefabricated components shall include the structural frame. The structure shall be shipped in a knocked down manner for minimum shipping charges.
E.
Preinstallation Meetings: Conduct meetings to verify project requirements, substrate conditions, utility connections, manufacturer's installation instructions, and warranty requirements.
1.7
DELIVERY, STORAGE, AND HANDLING
A.
Deliver, store and handle products as recommended by manufacturer. Use non-marring slings when unloading; block materials off ground.
B.
Protect all components and accessories from corrosion, deformation, damage and deterioration when stored at job site. Keep materials free from dirt and foreign matter.
1.8
PROJECT CONDITIONS
A.
Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits.
1.9
WARRANTY
A.
Warranty: Provide manufacturer's standard 5-year limited warranty for materials and workmanship.
PART 2 PRODUCTS
 
2.1
MANUFACTURERS
A.
Acceptable Manufacturer: RCP Shelters, Inc., which is located at: 2100 S. E. Rays Way; Stuart, FL 34994; Toll Free Tel: 800-525-0207; Tel: 772-288-3600; Fax: 772-288-0207 ; Email: request info (info@rcpshelters.com); Web: www.rcpshelters.com
 
** NOTE TO SPECIFIER ** Delete one of the following two paragraphs; coordinate with requirements of Division 1 section on product Options and substitutions.
 
B.
Substitutions: Not permitted.
C.
Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 - Product Requirements.
 
** NOTE TO SPECIFIER ** Delete if not required.
 
2.2
ALL STEEL SHELTERS
A.
Structural Framing for All Steel Shelters: Fabricated for field assembly using bolted connections with no welding required or permitted; cold-formed shapes prohibited.
1.
Columns & Beams: ASTM A500 Grade B structural steel tube. The following shapes are prohibited: I-beams, wide-flange beams, C-channels, Z-shapes.
2.
Plates: ASTM A572 Grade 50.
3.
Compression Ring: steel plate, ASTM A572 Grade 50.
4.
Fasteners:
a.
Bolts: ASTM A325 high strength bolts.
b.
Nuts: ASTM A563 high strength nuts.
5.
Column Anchors: ASTM F1554 Grade 36, provided by Contractor or Owner, attached to top of foundation, recessed below slab on grade.
6.
Cap plates: factory bent and field installed with hidden fasteners on hip and ridge beams not normal to roof so that metal roof deck does not bear structurally on beam corner only.
7.
Finish: Powder Coat:
a.
Pre-blast inspection to catch and remove oil, grease, and other coatings impeding contaminants.
b.
Steel grit blasted to near white condition in accordance with SSPC-SP10, removing all oil residue, mil scale, weld spatter, and slag.
c.
Five stage phosphate wash (includes detergent, phosphate, rust protectant sealant).
d.
Epoxy powder coat primer.
e.
Double topcoat TGIC polyester powder coat.
 
** NOTE TO SPECIFIER ** Fill in color if selected. Delete color option not required.
 
1)
Color: _____.
2)
Color: To be selected by Architect from Manufacturer's standard colors.
f.
Primer plus finish coats shall be 7-12 mils thick
g.
All materials inspected to meet 100 percent coating, proper cure, film thickness, and impact resistance
h.
Wet-coat alternatives shall not be acceptable.
B.
Roof System: Galvalume structural metal roof panels with exposed fasteners.
1.
Acceptable Panel Profiles:
 
** NOTE TO SPECIFIER ** Delete profiles that are not acceptable.
 
a.
Galvalume panels with 1-3/16 inch high ribs, 12 inches on center.
b.
Galvalume panels with 1-1/2 inch high ribs, 7.2 inches on center.
2.
Panel Gauge: minimum 24-gauge.
3.
Panel Width: 3'-0".
4.
Panel Length: Precut to the length from the eave to the ridge; angles factory precut.
5.
Panel Orientation: Ribs shall run with the pitch of the roof for proper drainage.
6.
Trim: Provide matching roof trim and fasteners.
7.
Finish: Factory pre-finished with Kynar 500 paint system.
 
** NOTE TO SPECIFIER ** Fill in color if selected. Delete color option not required.
 
a.
Color: _____.
b.
Color: To be selected by Architect from Manufacturer's standard colors.
 
** NOTE TO SPECIFIER ** Delete if not required.
 
2.3
STEEL FRAME SHELTERS
A.
Structural Framing for Steel Frame Shelters: Fabricated for field assembly using bolted connections with no welding required or permitted; cold-formed shapes prohibited.
1.
Columns & Beams: ASTM A500 Grade B structural steel tube. The following shapes are prohibited: I-beams, wide-flange beams, C-channels, Z-shapes.
2.
Plates: ASTM A572 Grade 50.
3.
Compression Ring: Steel plate, ASTM A572 Grade 50.
4.
Fasteners:
a.
Bolts: ASTM A325 high strength bolts.
b.
Nuts: ASTM A563 high strength nuts.
5.
Column Anchors: ASTM A307, provided by Contractor or Owner, attached to top of foundation, recessed below slab on grade.
6.
Cap plates: Shop welded on purlins not normal to roof, so that metal roof deck does not bear structurally on beam corner only; bolted or screwed cap plates are not acceptable.
7.
Finish: Powder Coat.
a.
Pre-blast inspection to catch and remove oil, grease, and other coatings impeding contaminants.
b.
Steel grit blasted to near white condition in accordance with SSPC-SP10, removing all oil residue, mil scale, weld spatter, and slag.
c.
Five stage phosphate wash (includes detergent, phosphate, rust protectant sealant).
d.
Epoxy powder coat primer.
e.
Double topcoat TGIC polyester powder coat.
 
** NOTE TO SPECIFIER ** Fill in color if selected. Delete color option not required.
 
1)
Color: _____.
2)
Color: To be selected by Architect from Manufacturer's standard colors.
f.
Primer plus finish coats shall be 7-12 mils thick.
g.
All materials inspected to meet 100 percent coating, proper cure, film thickness, and impact resistance.
h.
Wet-coat alternatives shall not be acceptable.
B.
Structural Wood Deck:
1.
Species: #1 grade Southern Yellow Pine, kiln dried.
2.
Treatment: None.
3.
Size: nominal 2 x 8.
4.
Pattern: Center matched, tongue and groove, with veed edges 1 side (EV1S).
C.
Fascia:
1.
Species: #1 grade Southern Yellow Pine, kiln dried.
2.
Treatment: Penta Type C, 0.3 pcf.
3.
Size: Nominal 2 x 6.
 
** NOTE TO SPECIFIER ** Delete if not specifying wood stain.
 
D.
Factory Stained Wood:
1.
Deck and fascia shall receive factory applied semi-transparent wood stain, recommended to preserve the beauty of the wood.
 
** NOTE TO SPECIFIER ** Fill in color if selected. Delete color option not required.
 
a.
Color: _____.
b.
Color: To be selected by Architect from Manufacturer's standard colors.
 
** NOTE TO SPECIFIER ** Delete if specifying metal roof system.
 
E.
Shingle Roof:
1.
Underlayment: 15 lb or 30 lb felt paper, installed per code.
2.
Shingles: Owens Corning Oakridge, GAF Timberline HD, or equal.
3.
Drip Edge: Continuous along eave.
 
** NOTE TO SPECIFIER ** Delete if specifying shingle roof.
 
F.
Metal Roof System:
1.
Galvalume metal roof panels with exposed fasteners.
2.
Profile: Max-Rib.
3.
Panel Gauge: Minimum 26-gauge.
4.
Panel Width: 3'-0".
5.
Panel Length: Precut to the length from the eave to the ridge.
6.
Panel Orientation: Ribs shall run with the pitch of the roof for proper drainage.
7.
Trim: Matching roof trim and fasteners.
8.
Finish: Factory pre-finished with Kynar 500 paint system.
 
** NOTE TO SPECIFIER ** Fill in color if selected. Delete color option not required.
 
a.
Color: _____.
b.
Color: To be selected by Architect from Manufacturer's standard colors.
9.
Underlayment: NovaSeal Premium.
 
** NOTE TO SPECIFIER ** Delete if not required.
 
2.4
LAMINATED WOOD SHELTERS
A.
Structural Framing for Laminated Wood Shelters:
 
** NOTE TO SPECIFIER ** Delete if specifying glulam wood columns.
 
1.
Columns: ASTM A500 Grade B structural steel tube. The following shapes are prohibited: I-beams, wide-flange beams, C-channels, Z-shapes.
2.
Plates: ASTM A572 Grade 50.
3.
Finish: Powder Coat.
a.
Pre-blast inspection to catch and remove oil, grease, and other coatings impeding contaminants.
b.
Steel grit blasted to near white condition in accordance with SSPC-SP10, removing all oil residue, mil scale, weld spatter, and slag.
c.
Five stage phosphate wash (includes detergent, phosphate, rust protectant sealant).
d.
Epoxy powder coat primer.
e.
Double topcoat TGIC polyester powder coat.
 
** NOTE TO SPECIFIER ** Fill in color if selected. Delete color option not required.
 
1)
Color: _____.
2)
Color: To be selected by Architect from Manufacturer's standard colors.
f.
Primer plus finish coats shall be 7-12 mils thick.
g.
All materials inspected to meet 100 percent coating, proper cure, film thickness, and impact resistance.
h.
Wet-coat alternatives shall not be acceptable.
4.
Fasteners: 4 gauge hot-dipped galvanized annular ring nails.
5.
Column Anchors: ASTM F1554 Grade 36, provided by Contractor or Owner, attached to top of foundation, recessed below slab on grade.
B.
Glued Laminated Wood Beams:
1.
Species: Southern Yellow Pine.
2.
Appearance Grade: Architectural.
3.
Lamination Thickness: 2 inch Nominal.
4.
Adhesive: Resorcinol.
5.
Stress Combination: TBD by design engineer.
6.
Preservation Treatment: None.
7.
Size: Per engineered drawings.
 
** NOTE TO SPECIFIER ** Delete if specifying tube steel columns.
 
C.
Glued Laminated Wood Columns:
1.
Species: Southern Yellow Pine.
2.
Appearance Grade: Architectural.
3.
Lamination Thickness: 2 inch Nominal.
4.
Preservation Treatment: Minimum CCA 0.4 pcf.
5.
Finish: Kiln-dried, sealed, and wrapped.
6.
Size: Per engineered drawings.
D.
Structural Wood Roof Deck:
1.
Species: #1 grade Southern Yellow Pine, kiln dried.
2.
Treatment: None.
3.
Size: Nominal 2 x 8.
4.
Pattern: Center matched, tongue and groove, with veed edges 1 side (EV1S).
E.
Fascia:
1.
Species: #1 grade Southern Yellow Pine, kiln dried.
2.
Treatment: Penta Type C, 0.3 pcf.
3.
Size: nominal 2 x 6.
 
** NOTE TO SPECIFIER ** Delete if not specifying wood stain.
 
F.
Factory Stained Wood:
1.
Beams, deck and fascia shall receive factory applied semi-transparent wood stain, recommended to preserve the beauty of the wood.
 
** NOTE TO SPECIFIER ** Fill in color if selected. Delete color option not required.
 
a.
Color: _____.
b.
Color: To be selected by Architect from Manufacturer's standard colors.
 
** NOTE TO SPECIFIER ** Delete if specifying metal roof system.
 
G.
Shingle Roof:
1.
Underlayment: 15 lb or 30 lb felt paper, installed per code.
2.
Shingles: Owens Corning Oakridge, GAF Timberline HD, or equal.
3.
Drip Edge: Continuous along eave.
 
** NOTE TO SPECIFIER ** Delete if specifying shingle roof.
 
H.
Metal Roof System:
1.
Galvalume metal roof panels with exposed fasteners.
2.
Profile: Max-Rib.
3.
Panel Gauge: Minimum 26-gauge.
4.
Panel Width: 3'-0".
5.
Panel Length: Precut to the length from the eave to the ridge.
6.
Panel Orientation: Ribs shall run with the pitch of the roof for proper drainage.
7.
Trim: Matching roof trim and fasteners.
8.
Finish: Factory pre-finished with Kynar 500 paint system.
 
** NOTE TO SPECIFIER ** Fill in color if selected. Delete color option not required.
 
a.
Color: _____.
b.
Color: To be selected by Architect from Manufacturer's standard colors.
9.
Underlayment: NovaSeal Premium.
PART 3 EXECUTION
 
3.1
EXAMINATION
A.
Verify that site earthwork has been performed as required for satisfactory installation.
3.2
PREPARATION
A.
Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. Clean surfaces thoroughly prior to installation.
B.
Install footings and column anchors of size, design, and location as specified by shelter manufacturer on approved shop drawings.
C.
If preparation is the responsibility of another installer, notify Architect in writing of deviations from manufacturer's recommended installation tolerances and conditions.
D.
Do not proceed with installation until substrates have been properly prepared and deviations from manufacturer's recommended tolerances are corrected.
E.
Commencement of installation constitutes acceptance of conditions.
3.3
INSTALLATION
A.
Perform installation in accordance with applicable federal, State, and local building and safety codes.
B.
Install structures and components in accordance with approved submittals, manufacturer's instructions and in proper relationship with adjacent work.
1.
Anchor securely.
2.
Isolate dissimilar materials.
3.
Cooperate with authorities having jurisdiction for inspection of installed products.
3.4
CLEANING AND PROTECTION
A.
Clean installed work to like-new condition.
B.
Protect installed products until completion of project.
C.
Touch-up, repair or replace damaged products before Substantial Completion.
END OF SECTION