SECTION 06 17 33

WOOD I-JOISTS

(ENGINEERED WOOD PRODUCTS)

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PART 1    GENERAL
1.1	SECTION INCLUDES
A.	I-Joist: LVL flange.
B.	I-Joist: Solid sawn flange.
1.2	RELATED SECTIONS
A.	Section 05 40 00 - Cold-Formed Metal Framing. Connectors and brackets, anchor bolts, bearing plate anchors, and hardware.
B.	Section 06 10 00 - Rough Carpentry. Permanent bridging and bracing and sheathing framing connectors and hangers.
1.3	REFERENCES
A.	The Engineered Wood Association (APA)
1.	Product Report: PR-L259
B.	ASTM International (ASTM):
1.	ASTM D5055 Standard Specification for Establishing and Monitoring Structural Capacities of Prefabricated Wood I-Joists.
C.	Canadian Construction Materials Centre (CCMC)
1.	CCMC Report Number 13323-R
D.	Forest Stewardship Council A.C. (FSC):
1.	STD-40-003 Standard for Multi-site Certification of Chain of Custody Operations
2.	STD-40-004 V2.0 FSC Standard for Chain of Custody Certification
3.	STD-40-005 V2.1 Standard for Company Evaluation of FSC Controlled Wood
E.	International Code Council Evaluation Service (ICC-ES):
1.	Report Number ESR-1251
F.	National Institute of Standards and Technology:
1.	Voluntary Product Standard PS 2 Performance Standard for Wood Based Structural-Use Panels.
1.4	SUBMITTALS
A.	Submit under provisions of Section 01 30 00.
B.	Product Data:
1.	Manufacturer's product data, including descriptions of component materials, dimensions of specified products, design properties, allowable spans, and construction details.
2.	Manufacturer's installation instructions. 
3.	Catalog pages illustrating products to be incorporated into project.
4.	Material Safety Data Sheets (MSDS) 
5.	Preparation instructions and recommendations.
6.	Storage and handling requirements and recommendations.
C.	Shop Drawings: Submit drawings sealed by the designer indicating member types, sizes, locations, and connection details.
D.	Design Data: Submit design calculations sealed by the designer for representative structural members.
E.	Warranty Documentation: Submit warranty documents specified.
1.5	QUALITY ASSURANCE
A.	Manufacturer Qualifications: Company specializing in manufacturing products specified in this section with a minimum five years documented experience.
B.	Installer Qualifications: Company specializing in performing Work of this section with minimum two years documented experience with projects of similar scope and complexity.
C.	Designer Qualifications: A professional structural engineer registered in the state where the project is located.
D.	Source Limitations: Provide each type of product from a single manufacturing source to ensure uniformity.
1.6	PRE-INSTALLATION CONFERENCE
A.	Convene a conference approximately two weeks before scheduled commencement of the Work. Attendees shall include Architect, Contractor and trades involved. Agenda shall include schedule, responsibilities, critical path items and approvals.
1.	Coordination: Coordinate work of this Section with work of other trades for proper time and sequence to avoid construction delays. Comply with appropriate Division 01 sections.
2.	[ ________ ]
1.7	DELIVERY, STORAGE & HANDLING
A.	Delivery and Acceptance Requirements: Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. Unload material in accordance with manufacturer's recommendations.
B.	Store and handle in strict compliance with manufacturer's written instructions and recommendations.
C.	Protect from damage due to weather, excessive temperature, and construction operations.
D.	Packaging Waste Management:
E.	Include the following Subparagraphs to specify information that will provide direction to the Contractor for the disposal of construction waste materials using environmentally responsible methodology other than landfill resources.
1.	Separate waste materials for reuse and recycling in accordance with Section 01 74 19 - Construction Waste Management and Disposal.
2.	Remove packaging materials from site and dispose of at appropriate recycling facilities.
3.	Collect and separate for disposal paper and plastic packaging material [in appropriate onsite bins] for recycling.
4.	Fold metal and plastic banding; flatten and place in designated area for recycling.
5.	Remove:
a.	Pallets from site and return to supplier or manufacturer.
b.	_________.
PART 2    PRODUCTS
2.1	MANUFACTURER
A.	Acceptable Manufacturer: Roseburg, which is located at:<BR />3660 Gateway St.<BR />Springfield, OR 97477<BR />Toll Free Tel: 800-245-1115<BR />Tel: 541-679-3311 <BR />Fax: 541-679-2543<BR />Email: request info (MarkN@rfpco.com);Web: https://www.roseburg.com 
B.	Substitutions: Not permitted.
C.	Requests for substitutions will be considered in accordance with provisions of Section 01 60 00 - Product Requirements.
2.2	WOOD I-JOIST
A.	Description:
1.	Regulatory Requirements:
a.	In accordance with Section 01 41 00 - Regulatory Requirements
b.	Comply with ICC-ES Report Number ESR-1251.
c.	Comply with CCMC Report Number 13323-R
d.	Comply with APA Product Report PR-L259.
e.	[ _________ ]
2.	Sustainability Characteristics:
a.	Comply with the following FSC Standards:
1)	STD-40-003.
2)	STD-40-004 V2.0
3)	STD-40-005 V2.1
b.	[ _________ ]
3.	Compatibility: Ensure components and materials are compatible with specified accessories and adjacent materials.
B.	Design Criteria:
1.	Design Live and Dead Load for Floors: ____ psf (____ kg per sq m).
a.	Live Load Deflection: 1/600 of span.
b.	Live Load Deflection: 1/480 of span.
c.	Live Load Deflection: 1/360 of span.
d.	Live Load Deflection: ____ of span.
e.	Live Load Deflection: ____ inches (___ mm).
f.	Total Load Deflection: 1/360 of span.
g.	Total Load Deflection: 1/240 of span.
h.	Total Load Deflection: 1/180 of span.
i.	Total Load Deflection: ____ inches (___ mm).
2.	Joist Depth: Not less than ____ inches (____ mm).
3.	Assembly Fire Resistance Rating: 1 hour.
4.	Assembly Fire Resistance Rating: Specify rating.
2.3	LVL FLANGE I-JOISTS TO ASTM D5055
A.	Adhesive: Meets requirements of ASTM D5055.
B.	Web Material: Oriented Strand Board (OSB) in accordance with PS 2.
C.	Flange Material: Laminated Veneer Lumber (LVL).
D.	RFPI 20: Flange (WxH): 1-3/4 x 1-3/8 inches (44.5 x 35 mm). OSB Web: 3/8 inches (9.5 mm).
1.	Depth: 9-1/2 inches (241 mm).
2.	Depth: 11-7/8 inches (302 mm).
3.	Depth: 14 inches (356 mm).
E.	RFPI 400: Flange (WxH): 2-1/16 x 1-3/8 inches (52 x 35 mm). OSB Web: 3/8 inches (9.5 mm).
1.	Depth: 9-1/2 inches (241 mm).
2.	Depth: 11-7/8 inches (302 mm).
3.	Depth: 14 inches (356 mm).
4.	Depth: 16 inches (406 mm).
F.	RFPI 40: Flange (WxH): 2-5/16 x 1-3/8 inches (59 x 35 mm). OSB Web: 3/8 inches (9.5 mm).
1.	Depth: 9-1/2 inches (241 mm).
2.	Depth: 11-7/8 inches (302 mm).
3.	Depth: 14 inches (356 mm).
4.	Depth: 16 inches (406 mm).
G.	RFPI 70: Flange (WxH): 2-5/16 x 1-1/2 inches (59 x 38 mm). OSB Web: 3/8 inches (9.5 mm).
1.	Depth: 9-1/2 inches (241 mm).
2.	Depth: 11-7/8 inches (302 mm).
3.	Depth: 14 inches (356 mm).
4.	Depth: 16 inches (406 mm).
H.	RFPI 90: Flange (WxH): 3-1/2 x 1-1/2 inches (859 x 38 mm). OSB Web: 7/16 inches (11 mm).
1.	Depth: 9-1/2 inches (241 mm).
2.	Depth: 11-7/8 inches (302 mm).
3.	Depth: 14 inches (356 mm).
4.	Depth: 16 inches (406 mm).
2.4	SOLID SAWN FLANGE I-JOIST DIMENSIONS
A.	RFPI 40S: Solid Sawn Flange (WxH): 2-1/2 x 1-1/2 inches (63.5 x 38 mm). OSB Web: 3/8 inches (9.5 mm).
1.	Depth: 9-1/2 inches (241 mm).
2.	Depth: 11-7/8 inches (302 mm).
3.	Depth: 14 inches (356 mm).
4.	Depth: 16 inches (406 mm).
B.	RFPI 60S: Solid Sawn Flange (WxH): 2-1/2 x 1-1/2 inches (63.5 x 38 mm). OSB Web: 3/8 inches (9.5 mm).
1.	Depth: 9-1/2 inches (241 mm).
2.	Depth: 11-7/8 inches (302 mm).
3.	Depth: 14 inches (356 mm).
4.	Depth: 16 inches (406 mm).
C.	RFPI 80S: Solid Sawn Flange (WxH): 3-1/2 x 1-1/2 inches (89 x 38 mm). OSB Web: 3/8 inches (9.5 mm).
1.	Depth: 11-7/8 inches (302 mm).
2.	Depth: 14 inches (356 mm).
3.	Depth: 16 inches (406 mm).
2.5	ACCESSORIES
A.	Fasteners: Sized to suit application.
1.	Material: Galvanized steel.
2.	Material: Stainless steel
3.	Acceptable Manufacturers:
a.	Simpson Strong-Tie.
b.	USP Structural Connectors.
PART 3    EXECUTION
3.1	EXAMINATION
A.	Verification of Conditions: Verify that conditions of substrate previously installed under other sections or contracts are acceptable for product installation in accordance with manufacturer's instructions prior to laminated veneer lumber (LVL) headers, beams, and studs installation.
B.	If substrate preparation is the responsibility of another installer, notify Architect in writing of unsatisfactory preparation before proceeding.
C.	Do not begin installation until substrates have been properly constructed and prepared.
3.2	PREPARATION
A.	Clean surfaces thoroughly prior to installation.
B.	Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.
3.3	INSTALLATION
A.	Coordinate installation of I-Joist in accordance with Section 01 73 19 - Installation.
B.	Coordinate I-Joist installation with work of other trades for proper time and sequence to avoid construction delays.
C.	Comply with manufacturer's product data, including product technical bulletins, product catalog installation instructions and product carton instructions, for installation.
D.	Install I-joist plumb, level and as indicated.
E.	Fasten joists to supporting framing as recommended by the I-Joist manufacturer and hanger manufacturer.
F.	Provide temporary bracing as recommended by the manufacturer to hold joist in position until permanently secured.
G.	Cut opening in joist webs only as allowed by the manufacturer.
3.4	SITE TOLERANCES
A.	Joist: Not more than 1/2 inch (12.7 mm) from indicated position.
3.5	CLEANING
A.	Perform cleanup in accordance with Section 01 74 00 - Cleaning and Waste Management and Section 01 74 13 - Progress Cleaning.
B.	Upon completion and verification of performance of installation, remove surplus materials, rubbish, tools, and equipment in accordance with Section 01 74 23 - Final Cleaning.
C.	Waste Management:
1.	Coordinate recycling of waste materials in accordance with Section 01 74 19 - Construction Waste Management and Disposal.
2.	Collect recyclable waste and dispose of or recycle field generated construction waste created during demolition, construction, or final cleaning.
3.	Remove recycling containers and bins from site.

END OF SECTION