ESR-1387 Reissued February 2021 Revised April 2021 This Report Is Subject to Renewal February 2023

Total Page:16

File Type:pdf, Size:1020Kb

ESR-1387 Reissued February 2021 Revised April 2021 This Report Is Subject to Renewal February 2023 ICC-ES Evaluation Report ESR-1387 Reissued February 2021 Revised April 2021 This report is subject to renewal February 2023. ® www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council DIVISION: 06 00 00—WOOD, PLASTICS AND 3.0 DESCRIPTION COMPOSITES Section: 06 17 13—Laminated Veneer Lumber 3.1 General: Section: 06 17 23—Parallel Strand Lumber The structural composite lumber and oriented strand board Section: 06 17 25—Laminated Strand Lumber products described in this report comply with ASTM D5456 (PS 2, AC124 and ASTM D7672, where applicable), and are REPORT HOLDER: described in Sections 3.2, 3.3, 3.4 and 3.5. WEYERHAEUSER 3.2 Microllam LVL: ADDITIONAL LISTEES: Microllam laminated veneer lumber (LVL) is manufactured from wood veneers laminated together using an REDBUILT™ LLC exterior-type structural adhesive. All veneers are oriented with the wood grain parallel to the length of the member. The EVALUATION SUBJECT: wood species, properties, adhesives, manufacturing parameters and finished product tolerances are as specified STRUCTURAL COMPOSITE LUMBER AND ORIENTED in the approved quality documentation and manufacturing STRAND BOARD: TIMBERSTRAND® LAMINATED standard. Microllam LVL is available in various grades and STRAND LUMBER (LSL); PARALLAM® PARALLEL thicknesses as indicated in Table 1, with depths ranging STRAND LUMBER (PSL); MICROLLAM® LAMINATED from 2.50 inches (63.5 mm) to 48 inches (1219 mm), and VENEER LUMBER (LVL); TIMBERSTRAND® LSL RIM lengths up to 80 feet (24 380 mm). ® BOARD; REDBUILT LSL RIM BOARD; TJ RIM BOARD; 3.3 Parallam PSL: AND WEYERHAEUSER RIM BOARD Parallam parallel strand lumber (PSL) is manufactured from 1.0 EVALUATION SCOPE wood strands that are oriented parallel to the length of the member and bonded together using an exterior-type Compliance with the following codes: structural adhesive. The wood species, properties, 2018, 2015 and 2012 International Building Code® (IBC) adhesives, manufacturing parameters and finished product tolerances are as specified in the approved quality ® 2018, 2015 and 2012 International Residential Code documentation and manufacturing standard. Parallam PSL (IRC) is available in various grades as indicated in Table 1, with 2013 Abu Dhabi International Building Code (ADIBC) rectangular cross sections having a maximum thickness of 11 inches (279 mm), a maximum depth of 19 inches For evaluation for compliance with codes adopted by the (483 mm), and lengths up to 66 feet (20 120 mm). Cross Los Angeles Department of Building and Safety (LADBS), sections with depths up to 54 inches (1372 mm) are see ESR-1387 LABC and LARC Supplement. available through secondary lamination. See Footnote 13 to Properties evaluated: Table 1. Structural 3.4 TimberStrand LSL, TimberStrand LSL Rim Boards and RedBuilt LSL Rim Boards: Fire resistance TimberStrand laminated strand lumber (LSL), TimberStrand 2.0 USES LSL Rim Boards and RedBuilt LSL Rim Boards are The structural composite lumber and oriented strand board manufactured from wood strands that are oriented in a products described in this evaluation report are used as direction parallel to the length of the member and bonded alternatives to sawn lumber for wall, floor and roof structural together using an exterior-type structural adhesive. The members. These structural applications include use as wood species, properties, adhesives, manufacturing beams, headers, joists, rafters, columns, wall studs, and rim parameters and finished product tolerances are as specified boards. The products are also used as components of built- in the approved quality documentation and manufacturing up structural members, such as flanges for I-joists and standard. TimberStrand LSL is available in various grades chords for trusses, as detailed in a current ICC-ES as indicated in Table 1, with lengths up to 64 feet evaluation report. TJ® Rim Board and Weyerhaeuser Rim (19 500 mm), thicknesses of 1.25 to 5.50 inches (31.8 mm Board are used for rim board applications only. to 140 mm), and depths up to 48 inches (1219 mm). ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2021 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 10 ESR-1387 | Most Widely Accepted and Trusted Page 2 of 10 TimberStrand LSL Rim Board and RedBuilt LSL Rim Board 4. One flat washer must be used between the deck ledger are available in a 1.3E grade, with lengths up to 48 feet and the lag screw head. (14 630 mm), thicknesses of 1.25 to 1.50 inches (31.8 mm 5. Adjustment factors in accordance with the NDS must be to 38.1 mm), and depths up to 24 inches (610 mm), as applied as applicable. indicated in Table 4. TimberStrand LSL having a grade of 1.6E or lower may contain finger joints. TimberStrand LSL For nail and bolt connections other than those described may be treated with zinc borate (ZB), as specified in the in this report, specific approval by the authority having approved quality documentation and manufacturing jurisdiction is required. standard and is additionally identified with a StrandGuard® 4.3 Fire Resistance and Fireblocking: stamp (see Figure 5). For TimberStrand LSL product 4.3.1 TimberStrand® LSL, Microllam® LVL and identified with a StrandGuard® stamp, the design guidelines Parallam® PSL: For applications under the 2018, 2015 and and properties for TimberStrand LSL noted in Section 4, 2012 IBC, the fire resistance of exposed Timberstrand LSL, Section 5 and Tables 1-4 of this report shall be used. Microllam LVL and Parallam PSL members may be calculated in accordance with Chapter 16 of the 3.5 TJ® Rim Board and Weyerhaeuser Rim Board: ANSI/AWC/AF&PA NDS. TimberStrand LSL, Microllam LVL TJ® Rim Board and Weyerhaeuser Rim Board consist of and Parallam PSL of equivalent sizes to that of sawn lumber either laminated strand lumber (LSL) (described in Section may be substituted for sawn lumber in fire-resistance-rated 3.4) or oriented strand board (OSB). The OSB consists of floor and roof assemblies, as specified in Table 721.1(3) of wood strands that are oriented at varying angles with the 2018, 2015 and 2012 IBC. respect to the length of the member, and bonded together 4.3.2 TimberStrand® LSL: TimberStrand LSL wall studs using an exterior-type structural adhesive. The wood without finger joints may be used in the one-hour fire- species, properties, adhesives, manufacturing parameters resistance-rated wall assemblies specified in Table 721.1(2) and finished product tolerances are as specified in the of the 2018, 2015 and 2012 IBC as direct replacements for approved quality documentation and manufacturing ® non-fire-retardant-treated 2-by-6 sawn lumber studs, standard. TJ Rim Board and Weyerhaeuser Rim Board are subject to the following conditions: 1.125 inches (28.6 mm) thick, and are available in depths ranging from 9.50 to 16 inches (241 to 406 mm). They are 1. The studs must have minimum cross-sectional available in lengths ranging from 8 to 24 feet (2440 to dimensions of 1.5 inches (38 mm) by 5.5 inches 7315 mm), as indicated in Table 4. (140 mm). 4.0 DESIGN AND INSTALLATION 2. Tape and joint compound must be applied to all fastener heads and gypsum wallboard joints on exposed 4.1 General: surfaces. The design and installation of Weyerhaeuser structural 3. The design axial compressive stress within the composite lumber and oriented strand board products must TimberStrand LSL studs must not exceed the least of comply with this report and the report holder’s published the following: installation instructions. Design of the structural composite a. 435 psi (2998 kPa). lumber products described in this report is governed by the applicable code and the ANSI/AWC National Design b. 0.30Fc', where Fc' is the compression design value Specification® for Wood Construction (NDS). In the event of parallel-to-grain for the LSL, adjusted by all a conflict between the report holder’s published installation applicable adjustment factors in accordance with the instructions and this report, the more restrictive governs. NDS, including the column stability factor, CP. ® ® Reference design values for Microllam LVL, Parallam c. 0.30Fc', where Fc' is calculated in accordance with ® ® PSL, TimberStrand LSL, TimberStrand LSL, Rim Board, the NDS, assuming a slenderness ratio Le/d of 21. ® RedBuilt LSL Rim Board, TJ Rim Board, and TimberStrand LSL having a minimum net thickness of Weyerhaeuser Rim Board are given in Table 1. 1.25 inches (31.7 mm) may be used in fireblocking 4.2 Connections: applications, as an alternative to the nominal 2-inch-thick (51 mm) sawn lumber noted in Section 718.2.1(1) of the The design of mechanical connections for Microllam® LVL, 2018, 2015 and 2012 IBC, and Section R302.11.1(1) of the Parallam® PSL, TimberStrand® LSL, TimberStrand® LSL IRC. Rim Board, RedBuilt LSL Rim Board, TJ® Rim Board, and Weyerhaeuser Rim Board must be in accordance with the 4.3.3 TJ® Rim Board and Weyerhaeuser Rim Board: NDS. Equivalent specific gravities for nailed, screwed, TJ® Rim Board and Weyerhaeuser Rim Board may be used bolted and lag screwed connections are given in Table 2. in lieu of sawn lumber for fire blocking. Minimum nail spacing, and end and edge distance 4.3.4 TimberStrand® LSL with Flak Jacket® FRT requirements, are given in Table 3. Nailing requirements for Protection: TimberStrand® LSL with Flak Jacket® FRT the attachment of wall sheathing are given in Section 4.5.
Recommended publications
  • 15 – Construction Vocabulary
    CONSTRUCTION VOCABULARY ABC (Aggregate Base Course): used in mixing with concrete and placed below concrete prior to the pouring of sidewalks, driveways, etc. It serves as a compacted solid base. Air return: A series of ducts in air conditioning system to return used air to air handler to be reconditioned. Ameri-mix: Maker of the pre-blended bag mixes we use in masonry work. Anchor Bolts: (also called J-bolts) Bolts embedded in concrete foundation used to hold sills in place. Anchor Straps: Straps embedded in concrete foundation used to hold sills in place, most commonly MASAs in our houses. Apron: A piece of driveway between sidewalk and curb. Back Fill: The replacement of dirt in holes, trenches and around foundations. Backing (aka blocking): a non-structural (usually 2x) framed support (i.e. for drywall). Balloon Framing: A special situationally required type of construction with studs that are longer than the standard length. Bay: The space between two parallel framing members (i.e. trusses). Beam: A horizontal structural member running between posts, columns or walls. Bearing wall (aka partition): A wall which carries a vertical structural load in addition to its own weight. Bevel: To cut an angle other than a right angle, such as on the edge of a board. Bird block (aka frieze board): An attic vent located between truss tails. Bird’s Mouth: A notch cut in the underside of a rafter to fit the top plate. Blocking (aka backing): A non-structural 2x framing support (i.e. for drywall) Board: Lumber less than 2” thick. Board Foot: The equivalent of a board 1’ square and 1” thick.
    [Show full text]
  • GP LAM® Laminated Veneer Lumber PR-L257(F)
    GP LAM® Laminated Veneer Lumber PR-L257(F) Georgia-Pacific Wood Products LLC Revised February 12, 2008 Products: GP Lam® 1.8-SP, 1.9-ES, 2.0-ES and 2.1-ES LVL Georgia-Pacific Wood Products LLC, 1000 North Park Drive, Roxboro, North Carolina 27573 (336) 599-1000 www.gp.com 1. Basis of the product report: • 2006 International Building Code: Section 104.11 Alternative Materials • 2006 International Residential Code: Section R104.11 Alternative Materials • 2004 Florida Building Code, Building: Section 104.11 Alternative Materials • ASTM D 5456-03 recognized by the 2006 International Building Code • ASTM D 5456-05 recognized by the 2006 Supplement to the 2004 Florida Building Code • APA Reports T2002P-44, T2002P-45, T2003M-13, T2003P-46, T2004M-41, T2004M-56, T2004M-80, T2005M-23, T2005M-97 and other qualification data 2. Product description: GP Lam® LVL is made with veneer sheets of various species and grades in accordance with the in-plant manufacturing standard approved by APA. GP Lam® LVL are available in thicknesses from 3/4 inch to 5-1/4 inches, widths of 1-1/2 inches to 48 inches and lengths up to 80 feet. 3. Design properties: Table 1 lists the design properties and Table 2 lists the equivalent specific gravities for connection design for GP Lam® LVL. The allowable spans for GP Lam® LVL shall be in accordance with the recommendations provided by the manufacturer as published in the GP Engineered Lumber Residential Floor and Roof Systems Product Guide (Lit. Item 123040 dated June 2006). 4. Product installation: GP Lam® LVL shall be installed in accordance with the recommendations provided by the manufacturer as published in the GP Engineered Lumber Residential Floor and Roof Systems Product Guide (Lit.
    [Show full text]
  • Sealing Air Leaks and Adding Attic Insulation
    For more information United States Office of Air and Radiation www.energystar.gov. Environmental (6202A) EPA 430-F-04-024 Protection Agency July 2016 Recycled/Recyclable – Printed with Vegetable Oil Based Inks on Recycled Paper (Minimum 50% Post-consumer Content) A DO-IT-YOURSELF GUIDE TO SEALING AND INSULATING WITH ENERGY STAR® SEALING AIR LEAKS AND ADDING ATTIC INSULATION CONTENTS Locating Air Leaks 1.2 Getting Started 1.4 Sealing Attic Air Leaks 1.6 Additional Sources of Air Leaks 2.1 Sealing Basement Air Leaks 3.1 Adding Attic Insulation 4.1 Sealing and Insulating your home is When you see products or services with ® one of the most cost-effective ways the ENERGY STAR label, you know they to make a home more comfortable meet strict energy efficiency guidelines and energy efficient—and you can set by the U.S. Environmental Protection do it yourself. Agency (EPA) and the U.S. Department of Energy (DOE). Since using less energy Use This Guide To: reduces greenhouse gas emissions and improves air quality, choosing ENERGY 1. Learn how to find and seal hidden STAR is one way you can do your part to attic and basement air leaks protect our planet for future generations. 2. Determine if your attic insulation is adequate, and learn how to For more information visit: add more www.energystar.gov. 3. Make sure your improvements The U.S. EPA wishes to thank The Family are done safely Handyman Magazine for their contribution 4. Reduce energy bills and help of photographs and content for this guide.
    [Show full text]
  • Residential I-Joist & LVL Installation Guide
    Engineered Wood Products Wood—the miracle material. Wood is the right choice for a host of construction applications. It is the earth’s natural, energy efficient and renewable building material. Engineered wood is a better use of wood. The miracle in today’s wood products is that they make more efficient use of the wood fiber resource to make stronger plywood, oriented strand board, I-joists, glued laminated timbers and laminated veneer lumber. That’s good for the environment and good for designers seeking strong, efficient and striking building design. A few facts about wood. We’re growing more wood every day. Forests fully cover one-third of the United States’ and one-half of Canada’s land mass. Residential I-Joist & LVL American landowners plant more than two billion trees every year. In addition, millions of trees seed naturally. The forest products industry, which comprises about 15 percent of forestland ownership, is INSTALLATION responsible for 41 percent of replanted forest acreage. That works out to more than one billion trees a year, or about three million trees planted every day. This high rate of replanting accounts for the fact that each year, 27 percent more timber is grown than is harvested. Canada’s replanting record shows a fourfold increase in the number of trees planted between 1975 and 1990. GUIDE Life Cycle Assessment shows wood is the greenest building product. A 2004 CORRIM study gave scientific validation to the strength of wood as a green building product. In examining building products’ life cycles—from extraction of the raw material to demolition of the building at the end of its long lifespan—CORRIM found that wood was better for the environment than steel or concrete in terms of embodied energy, global warming potential, air emissions, water emissions, and solid waste production.
    [Show full text]
  • LP Solidstart LVL Technical Guide
    U.S. Technical Guide L P S o l i d S t a r t LV L Technical Guide 2900Fb-2.0E Please verify availability with the LP SolidStart Engineered Wood Products distributor in your area prior to specifying these products. Introduction Designed to Outperform Traditional Lumber LP® SolidStart® Laminated Veneer Lumber (LVL) is a vast SOFTWARE FOR EASY, RELIABLE DESIGN improvement over traditional lumber. Problems that naturally occur as Our design/specification software enhances your in-house sawn lumber dries — twisting, splitting, checking, crowning and warping — design capabilities. It ofers accurate designs for a wide variety of are greatly reduced. applications with interfaces for printed output or plotted drawings. Through our distributors, we ofer component design review services THE STRENGTH IS IN THE ENGINEERING for designs using LP SolidStart Engineered Wood Products. LP SolidStart LVL is made from ultrasonically and visually graded veneers arranged in a specific pattern to maximize the strength and CODE EVALUATION stifness of the veneers and to disperse the naturally occurring LP SolidStart Laminated Veneer Lumber has been evaluated for characteristics of wood, such as knots, that can weaken a sawn lumber compliance with major US building codes. For the most current code beam. The veneers are then bonded with waterproof adhesives under reports, contact your LP SolidStart Engineered Wood Products pressure and heat. LP SolidStart LVL beams are exceptionally strong, distributor, visit LPCorp.com or for: solid and straight, making them excellent for most primary load- • ICC-ES evaluation report ESR-2403 visit www.icc-es.org carrying beam applications. • APA product report PR-L280 visit www.apawood.org LP SolidStart LVL 2900F -2.0E: AVAILABLE SIZES b FRIEND TO THE ENVIRONMENT LP SolidStart LVL 2900F -2.0E is available in a range of depths and b LP SolidStart LVL is a building material with built-in lengths, and is available in standard thicknesses of 1-3/4" and 3-1/2".
    [Show full text]
  • Potential of Cross Laminated Timber in Residential Design
    POTENTIAL OF CROSS LAMINATED TIMBER IN SINGLE FAMILY RESIDENTIAL CONSTRUCTION by Brad Burback A thesis submitted to the Faculty and the Board of Trustees of the Colorado School of Mines in partial fulfillment of the requirements for the degree of Master of Science (Civil and Environmental Engineering). Golden, Colorado Date____________________ Signed: ________________________ Brad Burback Signed: ________________________ Dr. Shiling Pei Thesis Advisor Golden, Colorado Date__________________ Signed: ________________________ Dr. John McCray Department Head of Civil and Environmental Engineering ii ABSTRACT Cross laminated timber (CLT) is a panelized engineered wood product that is gaining popularity in the United States as a structural material for massive timber buildings. CLT is shown to be cost competitive to steel and concrete in large building construction projects, but is seen as uncompetitive for smaller scale projects, especially light frame wood (LFW) residential construction. The purpose of this study is to provide a detailed comparison of the cost to construct a CLT home versus a LFW home to quantify the cost difference between both options in the single family home (SFH) market. Based on a realistic floor plan, three different designs were compared based on cost and construction timeline to determine the realistic cost differences between SFH constructions using LFW or CLT. The final results show that the CLT option results in a 21% increase in total construction cost from the LFW option. While it is difficult to justify this
    [Show full text]
  • Download This Article in PDF Format
    E3S Web of Conferences 116, 00047 (2019) https://doi.org/10.1051/e3sconf/201911600047 ASEE19 Recognition of emission from the wood based products waste combustion using differential ion mobility spectrometry Monika Maciejewska1,*, Andrzej Szczurek1, and Żaneta Zajiczek1 1Faculty of Environmental Engineering, Wroclaw University of Science and Technology, Wybrzeże Wyspiańskiego 27, 50-370 Wrocław, Poland Abstract. This work was focussed on the recognition of the emission of volatile compounds resulting from the combustion of engineered wood products waste. This kind of waste is broadly used for heating purposes in an unauthorised way, giving rise to unorganised emissions. The recognition of such events is very difficult due to the complexity of the produced gas mixture. We proposed to apply differential ion mobility spectrometry (DMS). This is a promising technique in terms of complex gas mixtures measurements. The recognition was based on the measurements of ambient air in the vicinity of the emission source and classification. The ensemble of classification trees was chosen as the classier. The obtained results showed that volatile compounds resulting from the combustion of wood based boards waste produced the distinctive DMS spectra, which could be used as the basis for the effective recognition. We achieved almost 100 % successful recognition of: 1) ambient air which contained volatile compounds resulting from OSB board waste combustion, 2) ambient air which contained volatile compounds resulting from MDF board waste combustion, and 3) ambient air, which was did not contain volatile compounds of this kind. The presented results have a considerable practical value. The DMS spectrometer was successfully applied to recognize wood-based boards waste combustion in field conditions.
    [Show full text]
  • GLOSSARY for WOOD BASED PANEL PRODUCTS (The Text Contains More Common Panel Terms.)
    GLOSSARY FOR WOOD BASED PANEL PRODUCTS (The text contains more common panel terms.) AIS - Abbreviation for asphalt impregnated Glulam - Short for glued laminated beam. These sheathing. A fibreboard product used for exterior are made of several layers of “lumber” glued wall sheathing. It contains asphalt mixed into the together in layers to form one structural piece. fibres to assist in improving weatherability. Interior Type - Moisture resistant glue is used to Butt Joint - The joint formed when two panels make this plywood, rather than 100% exterior meet but do not overlap. glue. Interior type also permits lower grade veneers. Chamfer - The flat surface left when cutting off the square edge of a panel or lumber. Lumber Core - The inner part of a wood veneered product that has lumber strips rather Cleaned and Sized - A light surface mechanical than more plywood veneers. process that removes material form the surface to provide an even surface and a panel of Non-certified - Plywood not certified by an uniform thickness. accepted agency as meeting the appropriate standards. Non-certified plywood is not accepted Composite - Made up of several items. by building codes and some other organizations. Panels may bear the mark of the manufacturer, Core - In a 3-ply panel, the innermost part but this is not a substitute for an accepted contained between the surfaces. In 5-ply, the certifying agency grade stamp. innermost ply contained between the cross bands. O & ES - Abbreviation for oiled and edge sealed, a process done to plywood concrete Crossband - The core veneers at right angles to form panels.
    [Show full text]
  • FLASHING Residential Brick Veneer
    FLASHING residential brick veneer To avoid water-penetration problems, provide adequate drainage details above and below openings and at the base of the wall By Walter Laska he most common masonry wall system in residential con- Tstruction is brick veneer. All brick veneer walls are drainage w a l l s . T h e i r d e s i g n s h o u l d b e based on the premise that water is going to enter into the wall sys- t e m .T h e re f o re ,t oe n s u re t h ew a l l ’s successful performance, the wall design must incorporate a means for water egress. Drainage space The first requirement for a brick veneer wall is a functional drain- age space. A minimum 1 inch of air space, clear of mortar bridg- ing, should be indicated on the drawings. If possible, design the 1 wall system with a 1 ⁄2- to 2-inch air space. A narrow air space can- not be kept clear of mortar extru- sions and mortar droppings. Fur- thermore, it is impossible for a Figure 1. Although brick veneer walls normally require a 1-inch minimum air mason to remove mortar from a space behind the brick, a new insulation and drainage board material used narrow air space with his trowel, in place of the usual sheathing and building wrap allows water to drain without knocking the brick out of without an open space. The vertical leg of the base flashing should be placed behind this material.
    [Show full text]
  • Steel Joists and Joist Girders
    Steel Joists and Joist Girders • Fully updated to SJI 43rd Edition Standard Specifications • Load and weight tables for K, LH, DLH-Series and Joist Girders • Economical Design Guide load tables for lowest cost joist selection Introduction Table of Contents General JoistGeneral Introduction to Products and Services ....................................... 2 Information General Joist Information ......................................................... 7 SJI Bridging Tables Standard Joist Details Design Guide Sloped Seat Requirements Economical Standard and Special Joist Profiles Duct Opening Sizes Standard Bridging Details OSHA Highlights Ext., K-Series Top Chord Top Standard Joist Girder Details and Notes Load Zone Joists Bill of Materials Instructions Bill of Materials Joist Substitutes & Outriggers Economical Design Guide .......................................................26 LRFD and ASD Design Advantages Definition of Span Economical Load Tables KCS Joists KCS Top Chord Extensions, K-Series .............................................. 67 Joist Substitutes and Outriggers, K-Series ...............................70 Load Tables Load Tables KCS Joists ................................................................................ 74 Joist LRFD Joist LRFD Load Tables ............................................................78 K-Series LH-Series Load Tables DLH-Series Joist ASD Joist ASD Load Tables ............................................................ 91 K-Series LH-Series Tables Weight Load/Load DLH-Series Pages identified
    [Show full text]
  • Sill Retrofit Connector Plate SRCP
    Sill Retrofit Connector Plate SRCP F Figure 1 F2 1 USP's SRCP Sill Retrofit Connector Plate is designed as a 11" F3 retrofit sill-to-foundation connection that can be installed Sill plate F1 where there is minimal space between the floor framing Foundation wall and top of the foundation wall. The economical design is 6" targeted for use in seismic regions and yet is also suitable for use as a supplementary connection in high wind areas. USP WS3 screw The SRCP Sill Retrofit Connector Plate can be installed SRCP plate without shims anywhere the face of the sill plate is within 1/2" max SRCP without shim ½" 0/ Post-installed 1/2" of the face of the foundation wall. concrete/masonry anchor Features: Typical SRCP installation • The flat plate design works without suplemental without shim, 1/2" max setback washers at the anchor bolts Figure 1 • Works with 2x solid-sawn sill plates or larger F2 F1 • Easy access to the hex head of the WS3 screws F F simplifies installation Sill plate 1 3 • Accommodates sill plate setbacks and overhangs Foundation wall of up to 1/2" without the use of shims • WS3 wood screws are provided with each connector USP WS3 screw 1/2" max SRCP plate Materials: 10 gauge ½" 0/ Post-installed concrete/masonry anchor Finish: G90 galvanizing Codes: ICC-ES ESR-3455, FL17244, COLA RR 25745 Typical SRCP installation without shim, 1/2" max overhang Installation: • For sill plate setbacks from 1/2" to 1-1/2", install a wood shim Figure 2 (a minimum of 15" long) tight against the sill plate and flush F with the foundation wall.
    [Show full text]
  • End Jointing of Laminated Veneer Lumber for Structural Use
    End jointing of laminated veneer lumber for structural use J.A. Youngquist T.L. Laufenberg B.S. Bryant proprietary process for manufacturing extremely long Abstract lengths of the material both in panel widths and in LVL Laminated veneer lumber (LVL) materials rep- form. The proprietary process requires a substantial resent a design alternative for structural lumber users. capital investment, limiting production of LVL. If ex- The study of processing options for producing LVL in isting plywood facilities were adapted to processing of plywood manufacturing and glued-laminating facilities 5/8-inch- to 1-1/2-inch-thick panels, subsequent panel is of interest as this would allow existing production ripping and end jointing of the resultant structural equipment to be used. This study was conducted in three components could conceivably compete both in price and phases to assess the feasibility of using visually graded performance with the highest structural grades of lum- veneer to produce 8-foot LVL lengths which, when end ber. Herein lies the major concern of this study: Is it jointed, could be competitive with existing structural technically feasible to manufacture end-jointed LVL lumber products. Phase I evaluated panel-length from PLV panels made in conventional plywood 3/4-inch-thick LVL made from C- or D-grade 3/16-, 1/8-, presses? or 1/10-inch-thick veneer, and the effect of specimen width on flexural and tensile properties. Phase II evalu- An evaluation of the production and marketing ated the use of vertical and horizontal finger joints and feasibility of LVL products made from panel lengths scarfjoints to join 3/4-inch thicknesses of LVL.
    [Show full text]