Technical Specifications

SHOP-FABRICATED STRUCTURAL WOOD 06 17 00
LP - Building Products
®
SPEC-DATA
®
and MANU-SPEC
®
are registered trademarks of Reed Elsevier Inc. The three part MANU-SPEC format conforms to the editorial style of the Construction
Specifications Institute and is used with their permission. The manufacturer is responsible for technical accuracy. ©2008 Reed Construction Data. All Rights Reserved.
Specifier Note: Paragraph below should list obligations for compliance with specific code requirements particular to this section.
General statements to comply with a particular code are typically addressed in Contract Conditions and Section 01 41 00 - Regulatory
Requirements. Repetitive statements should be avoided.
C. Regulatory Requirements:
1. In accordance with Section [01 41 00 - Regulatory Requirements].
2. [______].
D. Sustainability Characteristics:
1. [______].
Specifier Note: Performance requirements are usually stated with some form of evaluation or verification.
E. Performance Requirements: Provide laminated veneer lumber systems with the following performance properties:
Specifier Note: Select and/or insert loading criteria to conform to project requirements.
1. Design Loads: [______].
2. Allowable Stresses for Beams:
a. Grade: [2640F
b
-1.75E] [2360F
b
-1.55E] [1730F
b
-1.35E].
b. Bending (F
b
): [2640] [2360] [1730].
c. Modulus of Elasticity (×10
6
): [1.75] [1.55] [1.35].
d. Compression (Parallel to Grain) (F
c
): [2450] [2175] [1650].
e. Compression (Perpendicular to Grain) (F
cp
): [950] [875] [750].
f. Shear (F
v
): [410] [410] [410].
3. Section Properties:
a. Weight (lb/ft): [______].
b. Maximum Moment (lb-ft): [______].
c. Maximum Shear (lb): [______].
d. Moment of Inertia (inch
4
): [______].
Specifier Note: The term "design criteria" is used when describing the intended characteristics of a product for which the Contractor is
assigned design responsibility.
F. Design Criteria: Provide laminated strand lumber to meet the following criteria:
Specifier Note: Select and/or insert deflection criteria to conform to project requirements.
1. Deflection Requirements:
a. Live load deflection limit of no more than [1/600] [1/480] [1/360] [specify limit] of span or a maximum of [______]
inches (mm) of deflection.
b. Total load deflection limit of no more than [1/360] [1/240] [1/180] [specify limit] of span or a maximum [______]
inches (mm) of deflection.
2.02 ACCESSORIES
A. Proprietary products/systems to assist in the installation of laminated strand lumber, including:
1. Framing Connectors:
a. Manufacturer: [Simpson Strong-Tie] [USP Lumber Connectors] [______].
b. Manufacturer Type Designation: [Top-mount] [Face-mount] [45 degree skewed] [Rafter-to-ridge] [Rafter-to-plate]
[______].