I-Joist Construction Details - Performance Rated I-Joists in Floor and Roof Framing

APA has updated the I-Joist Construction Details - Performance Rated I-Joists in Floor and Roof Framing. This installation guide provides updated information on recommended construction details for Performance Rated I-joists in floor and roof applications. The publication also includes recommendations for cantilevers and placement of web holes. The 55-page interactive PDF contains links to exploded views of various construction details.

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Help Desk Question: Nailhead pull-through adjustment factors

APA Help DeskQuestion: What adjustment factor should be applied to the test values published in APA Technical Topic TT-070: Nailhead Pull-Through Strength of Wood Structural Panels?

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Glulam Design Specification & Layup Publications Updated

Glulam PublicationsAPA has updated two publications pertaining to glued laminated timber (glulam) design specifications and layup combinations.

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2008 APA Publications Index Now Available

The APA Publications Index, Form B300 NN, has been updated. The revised 2008 index provides a complete listing of APA design and construction guides, product guides, builder tips, case histories, industrial publications and other materials available from the Association.

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Help Desk Question: What is the difference between four-ply and five-ply panels?

Question: Plans call for five- ply plywood roof sheathing but the lumber yard sent out four-ply. They say they won’t have five-ply in stock until next month. What is the difference between the panels?

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Help Desk Question: How important is 1/32 of an inch?

Question: I specified 1/2-inch roof sheathing for a commercial building. When I was inspecting the project I found that the contractor had installed 15/32-inch. What can be done to correct the situation?

Answer: A wood structural panel that is 15/32 inch thick contains six percent less wood fiber than a 1/2-inch thick panel. The effect on structural properties and characteristics is negligible. In most applications, the 1/32 of an inch difference in thickness of span-rated wood structural panels does not affect performance. In fact, assuring adequate performance in specific applications is at the heart of APA’s rigorous program of quality auditing and testing.

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Help Desk Question: Should I-joists be treated at soffit/eave locations?

APA Help DeskQuestion: What approved methods of weatherization exist for I-joists that are extended for soffit and eave locations on a roof structure? Do you need to have an enclosed soffit and eave, or can they be painted?

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Get the Details on SIPs

SIP CAD DetailsNew structural insulated panel (SIP) CAD details are now being offered at www.apacad.org.

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New Engineered Wood Construction Guide

Engineered Wood Construction GuideAPA just issued the 2007 Engineered Wood Construction Guide, the major reference manual for using engineered wood products in residential and commercial construction.

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Help Desk Question: Panel Edge Support - What Role Does Tongue-and-Groove Play?

APA Help DeskQuestion: What purpose does tongue-and-groove (T&G) serve on a roof deck or balcony with inhabited space below? What are the advantages of using T&G in an exterior deck application if, for example, the deck is a subfloor to an exterior balcony with waterproofing and 2-inch topping slab over inhabited space, or a low slope roof deck?

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Glulam Beam Design Tables Updated

Glued Laminated Beam Design TablesGlued laminated beams (glulam) are used in a wide range of applications in both commercial and residential construction.

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Disclaimer: The information contained on this site is based on APA - The Engineered Wood Association's continuing programs of laboratory testing, product research and comprehensive field experience. Neither APA, nor its members, make any warranty, expressed or implied, or assume any legal liability for the use, application of, and/or reference to opinions, findings, conclusions or recommendations included on this site. Consult your local jurisdiction or design professional to assure compliance with code, construction and performance requirements. Because APA has no control over quality of workmanship or the conditions under which engineered wood products are used, it cannot accept responsibility for product performance or designs as actually constructed. © 2010 APA - The Engineered Wood Association - All Rights Reserved.