WESTERN REGIONAL E ID U G
WESTERN REGIONALGUIDECaliforniaTechnical Data for Joists,Headers, Beams, Rim Board,Columns, and DimensionE N G I N E E R E DW O O DP R O D U C T S
Table of ContentsEvaluation ReportsI-Joists and LVLI-JOIST EVALUATION REPORTSSafety and Construction Precautions . . . . . . . . . . . . . . . . . . . . . 3Building Code / AuthorityEvaluation Service /DepartmentReport No. Storage and Handling Guidelines . . . . . . . . . . . . . . . . . . . . . . 3System Performance . . . . . . . . . . . . . . . . . . . . . . . . . . . 3International Building CodeAPA – The EngineeredInternational Residential Code Wood AssociationProposed Conversion Chart . . . . . . . . . . . . . . . . . . . . . . . . 4ICC-ESESR-1225National Building Codeof CanadaCCMC13470-RU.S. Dept. of Housing andUrban Development (HUD)Manufactured Housing andStandards DivisionMR 1341City of Los AngelesDepartment of Building andSafety (LADBS)RR 25450Pacific Woodtech Warranty . . . . . . . . . . . . . . . . . . . . . . . . 4PWI JoistJoist Dimensions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5Reference Design Values . . . . . . . . . . . . . . . . . . . . . . . . . 6Floor Spans . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7Floor Loads, Simple-Span . . . . . . . . . . . . . . . . . . . . . . . . 8-10Web Stiffener Requirements . . . . . . . . . . . . . . . . . . . . . . . 11PR-L262GREEN VERIFICATION REPORTSubjectCertification BodyReport No.Green VerificationAPA – The EngineeredWood AssociationGR-L262Low Formaldehyde EmissionsAPA – The EngineeredWood AssociationPR-E730Evaluation Service /DepartmentReport No. Web Hole Specifications . . . . . . . . . . . . . . . . . . . . . . . . 11-12PWLVL2.0E Headers & Beams . . . . . . . . . . . . . . . . . . . . . . . . . 13Allowable Uniform Loads . . . . . . . . . . . . . . . . . . . . . . . 14-151.5E 1¼” PWLVL Rim Board . . . . . . . . . . . . . . . . . . . . . . . 16Beam Assembly . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17LVL EVALUATION REPORTSPWLVL Dimension . . . . . . . . . . . . . . . . . . . . . . . . . . . 19Building Code / AuthoritySimpson Strong-Tie Framing Connectors . . . . . . . . . . . . . . . . . . . . . . . . . . . 19International Building CodeAPA – The Engineered WoodInternational Residential Code AssociationPR-L233ICC-ES / APAESR-2909National Building Codeof CanadaCCMC13006-RU.S. Dept. of Housing andUrban Development (HUD)Manufactured Housing andStandards DivisionMR 1310bCity of Los AngelesDepartment of Building andSafety (LADBS)RR 25448GREEN VERIFICATION REPORTSubjectCertification BodyReport No.Green VerificationAPA – The EngineeredWood AssociationGR-L233Low Formaldehyde EmissionsAPA – The EngineeredWood AssociationPR-E720For information about Pacific Woodtech’s Evaluation Reports,please visit www.pacificwoodtech.com.pacificwoodtech.com page 2
Safety and Construction PrecautionsInstallation W alking on the joists should not be permitted until theyare properly braced. All hangers, rim boards, rim joists and blocking at theend supports of the joists must be installed and nailedproperly. D uring installation, a minimum of 1 x 4 temporarybracing is required. Do not cut, drill or notch flanges. The ends of cantilevers must be temporarily braced on both the top andbottom flanges. Never overload sheathed joists with loads that exceed design loads. Only remove the bracing as the sheathing is attached. Engineered wood products should be used in dry conditions only. Bracing members should be spaced at 8' – 0" o.c. and nailed to each joist withtwo 8d nails (10d box nails if bracing thickness exceeds 1"). When stacking construction material, stack onlyover beams or walls, NOT on unsheathed joists. Lap bracing ends and anchor them to temporary or permanent sheathing nailedto the first 4' of joists at the end of the bay or a braced end wall.These are general recommendations and, in somecases, additional precautions may be required.Storage and Handling GuidelinesStorage Installation guidelines from Pacific Woodtech will be included with every shipmentof trademarked PWI joists to job sites. Store bundles upright on a smooth, level, well-drained and supportive surface. Always stack and handle I-joists in the upright position only.storage and construction. LVL is very dry when it is produced. It will absorbmoisture and grow in size slightly as it acclimates to the climate. The sealer helpsto reduce the rate of moisture absorption and increases protection from UV rays.However, it is not meant for protection from long-term or high concentrations ofmoisture exposure.Handling Never use or field repair a damaged I-joist. Bundles should not be in contact with the ground. All handling of joists with a forklift or crane should be done carefully. Place 2x or LVL spacers (at a maximum of 10' apart) between bundles and theground and bundles stored on top of one another. Bundles should remain wrapped, strapped and protected from the weatheruntil time of installation.LVL Sealer Joists should remain vertical during handling. Avoid excessive bowing during all phases of handling and installation(i.e., measuring, sawing or placement). Damage may result if the joist or beam is twisted or a load is applied to itwhile it’s lying flat.Pacific Woodtech’s LVL has a wax-based sealer specifically formulated forlaminated veneer lumber to help protect it from weather-related issues duringSystem PerformanceTraditionally, floor vibration has not been an issue with a well-designed andconstructed floor. The model code-required serviceability deflection requirementsof span/360 for live load and span/240 for total load have long served to keepcode-conforming floors stiff enough to minimize vibration-related problems. Thesedeflection requirements were based on the use of traditional lumber framing andprevailing architectural norms. Spans in traditional lumber-framed structuresseldom exceeded 14–16 feet.With engineered wood products, however, designers are no longer limited by thecapacities and lengths of traditional lumber structural elements. Spans unheardof just a few years ago are now common with engineered wood products. Thetraditional deflection limits may no longer be appropriate for the longer spansmade possible by engineered wood products. For this reason, APA has voluntarilyadopted a live load deflection criteria that is 33% stiffer than that required in thecurrent model building codes. This deflection criteria was selected for increasebecause vibration loads are caused by transient or live loads, most often bypeople moving about the floor itself.By increasing the stiffness of the floor—using span/480 requirements insteadof the more traditional span/360—the vibrations caused by a thundering herdof youngsters can be more easily tolerated. Designing the ideal floor is not,however, an exact science. Because one of the benefits of a wood floor is itsability to cushion footfalls, it is not desirable to make every floor overly stiff.As usual, a one-size solution does not fit all. The selection of span/480 as aserviceability requirement is a compromise. It provides a substantial decrease infloor vibration with a minimal cost penalty without making the floor so stiff thatcomfort is compromised.Researchers have proposed a number of additional methods that can be used toreduce floor vibration even further. These methods include: Gluing the wood structural panel floor to the PWI joists Attaching wood structural panels or gypsum board to the bottom of thePWI floor joists Decreasing the PWI floor joist spacing by one increment based onallowable span Using full-depth blocking at regular intervals between all of the PWI floorjoists over the entire floor Adding concrete topping over the floor sheathingBy far the most practical and most economical way to further increase thestiffness of your floor when using PWI joists is to select the most economical joistfrom our allowable span tables and then maintain the same joist designation butupgrade to the next net depth.pacificwoodtech.com page 3
Proposed Conversion ChartPACIFIC WOODTECH CORPORATION ENGINEERED WOOD CONVERSION CHART*I-JOISTUp to 24"Pacific WoodtechTrus JoistBoiseRoseburgRed BuiltLPLPssPWI / 20TJI / 110BCI / 5000RFPI /20DNALPI / 450LPI / 20PWI / 45TJI / 210BCI / 6000RFPI / 400DNALPI / 530LPI / 20PWI / 60TJI / 230BCI / 6500RFPI / 40Red-I 45LPI / 530LPI / 32PWI / 70TJI / 360BCI / 60RFPI / 70DNALPI / 36†PWI / 77DNADNARFPI / 700Red-I 65DNAPWI / 90TJI / 560BCI / 90RFPI / 90Red-I 90LPI / 56LPI / 42STRUCTURAL COMPOSITE LUMBER (LVL AND PARALLAM [PSL])BEAM / HEADERPacific WoodtechTrus JoistBoiseRoseburgRed BuiltLPLVL (1.5E)LSL (1.55E)LVL (1.7E)LVL (1.5E)LVL (1.5E)LSL (1.55E)LVL (2.0E)LVL (2.0E)LVL (2.0E)LVL (2.0E)LVL (2.0E)LVL (2.0E)LVL (2.0E)LSL (1.55E)LVL (1.7E)LVL (1.5E)LVL (1.5E)LSL (1.55E)LVL (2.0E)PSL (2.0E)LVL (2.0E)LVL (2.0E)LVL (2.0E)LVL (2.0E)3½" – 7"LVL (2.0E / 2.2E**)PSL (2.0E / 2.2E)LVL (2.0E)LVL (2.0E)DNALVL (2.0E)RIM BOARDPacific Woodtech†Trus JoistBoiseRoseburgRed BuiltLPLVL Rim BoardLSL Rim BoardLVL Rim BoardLVL Rim BoardLVL Rim BoardLSL Rim BoardDIMENSIONPacific Woodtech†Trus JoistBoiseRoseburgRed BuiltLPVarious SizesLVLLSLLVLLVLLVLLSLPacific Woodtech†Trus JoistBoiseRoseburgRed BuiltLPLVLPSLLVLLVLLVLLVL1¾"3½"1¼" – 1¾"COLUMNSVarious Sizes†* Please note: This conversion chart is intended to provide a reference to similar strength / performance characteristics by respective manufacturers per current (04/2017) regionalspecifier guides.** 2.2E, a limited stock item, is available upon request.† Code reports for Pacific Woodtech Corporation: I-joist (ESR-1225, City of LA 25450); LVL (ESR-2909, City of LA 25448)Substitutions are subject to a review committee, which may include the project structural engineer.Please contact your representative for assistance with all conversions of the Red-I 65. Some cases may require upgrade to PWI-90.Questions? Please contact JD Dombeck at 425.890.3996Product WarrantyPacific Woodtech Corporation warrants that its products, as manufactured, will be free frommanufacturing errors or defects in workmanship and material.In addition, provided the product, as manufactured, is stored, handled, installed and used correctly,Pacific Woodtech Corporation warrants the adequacy of its design.This warranty is backed by the full resources of Pacific Woodtech Corporationand by underwritten product liability insurance.pacificwoodtech.com page 4
PWI Joist SeriesJoist DimensionsFor more information about our complete line of products, visit www.pacificwoodtech.com.JOIST DIMENSIONSPWI 20PWI 45PWI 60PWI 70⅜" OSB Web1¾" x 1⅜" Flange⅜" OSB Web21 16" x 1⅜" Flange⅜" OSB Web25 16" x 1⅜" Flange⅜" OSB Web25 16" x 1½" Flange9½" 11⅞" 14"9½" 11⅞" 14" 16"9½" 11⅞" 14" 16"11⅞" 14" 16" 18" 20"PWI 77PWI 907 16" OSB Web25 16" x 1½" Flange7 16" OSB Web3½" x 1½" Flange9½" 11⅞" 14" 16" 18" 20" 22" 24"9½" 11⅞" 14" 16" 18" 20" 22" 24"pacificwoodtech.com page 5
PWI Joist SeriesReference Design ValuesREFERENCE DESIGN VALUES (1)JoistSeriesPWI 20PWI 45PWI 60JoistDepthEI (2)(x 106 lb-in2)k(3)(x 106 lb)M(4)(ft-lb)V(5)(lb)ER(6)(lb)IR(7)(lb)Vertical 0002.0117 15199020002.59½"1934.9433451330980224020002.3117 314.94378013301080224020002.4117 1080233020002.916"7998.32683521901080233020003.211 6601160246014503.778PWI 70PWI 779½"2616.08515514301285269524002.7117 9527401285269518004.122"181514.081252029352390 (9)4125 3926.08791514301400286024003.611 5.362095530602400 (9)78PWI 90(9)(9)(9)18005.0(9)13005.34605 (9)13005.546051. Values apply to normal load duration. All values except El , k and Vertical Load may be adjusted for other load durations as permitted by the code.2. Bending stiffness (El ).3. Coefficient of shear deflection (k ). Use Equations 1 or 2 to calculate uniform load or center point load deflections in a simple-span application.Uniform Load:Where:Center Point Load:423P concentrated load [lb]d calculated deflection [in]P2P[1] d 5w w [2] d El bending stiffness of the I-joist [lb-in2]w uniform load [lb/in]384El k48El kk coefficient of shear deflection [lb] design span [in]4.5.6.7.8.9.Moment capacity (M). The tabulated values shall not be increased by any code-allowed repetitive member factor.Shear capacity (V).End reaction capacity (ER) of the I-joist without web stiffeners and a minimum bearing length of 1¾ inches.Intermediate reaction capacity (IR) of the I-joist without web stiffeners and a minimum bearing length of 3½ inches.Blocking panel and rim joist vertical load capacity.Web stiffeners required. See Web Stiffener Requirements on page 11.pacificwoodtech.com page 6
Floor SpansALLOWABLE RESIDENTIAL FLOOR SPANS — 40 PSF LIVE LOAD AND 20 PSF DEAD LOADJoist SeriesPWI 20PWI 45PWI 609½"Simple Spans16" o.c. 19.2" o.c.15'–3"14'–4"24" o.c.12'–9"12" o.c.18'–1"Multiple Spans16" o.c. 19.2" o.c.15'–7"14'–3"24" o.c.12'–8"12" o.c.16'–7"117 �6"11 7 3"11 117 "7878PWI 70PWI 7711 PWI 90Simple or Multiple Spans16" o.c. 19.2" o.c. 24" o.c.15'–3"14'–3"12'–8"12" o.c.16'–7"Joist DepthNotes:1. Table values apply to uniformly loaded, residential floor joists.2. Span is measured from face to face of supports.3. Deflection is limited to L/240 at total load and L/480 at live load.4. Table values are based on glued and nailed sheathing panels (23/32" for 24" o.c., 19/32" otherwise). Use an ASTM D3498 adhesive in accordance with the manufacturer’s recommendations.Reduce spans by 12" if sheathing is nailed only.5. Provide at least 1¾" of bearing length at end supports and 3½" at intermediate supports.6. Provide lateral restraint at supports (e.g. blocking panels, rim board) and along the compression flange of each joist (e.g. floor sheathing, gypsum board ceiling).7. Use sizing software or consult a professional engineer to analyze conditions outside the scope of this table (e.g. commercial floors, different bearing conditions, concentrated loads) or formultiple span joists if the length of any span is less than half the length of an adjacent span.8. Web stiffeners are required at all supports for 22" and 24" joists. See Web Stiffener Requirements on page 11 for more details.How to Use Floor Span Tables1. Choose the appropriate live and dead load combination as well as a joist spacing.2. Scan down the spacing column to find a span that exceeds the design span.3. Scan to the left from that span to determine the joist size required.pacificwoodtech.com page 7
Floor LoadsSIMPLE-SPAN JOIST—ALLOWABLE UNIFORM FLOOR LOAD (PLF)PWI 20PWI 45PWI 6"Span(ft) Live Total% Live Total% Live Total% Live Total% Live Total% Live Total% Live Total% Live Total% Live Total% Live Total% Live Total%L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 702709185 20320320321821821821824024024024010 139 183183183177 196196196196205 21621621621611 107 166166166137 178178178178160 1961961961961284140 141 153153108 163163163163127 1801801801801367119 113 14114187151 143 151151151102 16616616616614541039213113171137 117 14014014083154 137 15415415415458976116 109 122581169613113113168134 113 1441441441637746310291114489781123 116 7 115 86509672103961035910985114 113 es:1. Table values apply to uniformly loaded floor joists.2. Span is measured to the center of each support.3. The values in the Total columns are based on an L/240 total load deflection limit. Building codes typically require L/360 for live load. Experience has shown that a live load deflection limitof L/480 at 40 psf for residential floors does a better job than L/360 of meeting most performance expectations.4. Table values do not account for stiffness added by glued or nailed sheathing.5. Provide at least 1¾" of bearing length at end supports and 3½" at intermediate supports.6. Provide lateral restraint at supports (e.g. blocking panels, rim board) and along the compression flange of each joist (e.g. floor sheathing, gypsum board ceiling).7. Use sizing software or consult a professional engineer to analyze conditions outside the scope of this table (e.g. different bearing lengths, concentrated loads) or for multiple span joists ifthe length of any span is less than half the length of an adjacent span.How to Use Floor Load Tables 1. Choose a joist spacing and convert the live and total design loads specified in pounds per square foot (psf) to joist loads in pounds per lineal foot (plf).Joist Spacing [ft] x Design Load [psf] Joist Load [plf]JOIST LOAD (PLF)Joist SpacingDesign Load 1121281441602424060801001201401601802002. Choose a span and scan across the Span row to find a joist size with sufficient Live and Total load capacities. Both requirements must be satisfied. When no value is shown in a Livecolumn, Total load governs.3. Web stiffeners are required at all supports for 22" and 24" joists. See Web Stiffener Requirements on page 11 for more details.pacificwoodtech.com page 8
Floor LoadsSIMPLE-SPAN JOIST—ALLOWABLE UNIFORM FLOOR LOAD (PLF)PWI 70PWI 24"Span(ft) Live Total% Live Total% Live Total% Live Total% Live Total% Live Total% Live Total% Live Total% Live Total% Live Total% Live Total% Live Total% Live Total%L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 100 L/480 628628643243210232232232232232 236 25725725725725725738938911211211211211211 183 23423423423423423435435412193193193193193 145 21421421421421421432432413178178178178178 116 198 189 19819819819819829929914 149 166166166166166 95 184 155 18418418418418427827815 124 155155155155155 78 156 128 17117117117117125925916 104 145145145145145 65 130 107 161 153 16116116116124324317 88 136 125 13613613613690 151 129 15115115115122922918 75 129 107 12912912912977 143 110 14314314314321621619 64 122 92 12212212212266 132 95 135 127 13513513520520520 56 112 80 116 106 11611611657 114 82 129 110 1291291291951952170 110 93 11011011071 122 96 1221221221851852261 105 82 105 105 10510563 117 84 117 108 117117 166 1771772354 101 72 101 93 10110155 110 74 112 96 112112 147 1691692448 96 64 97 82 979749 98 66 107 85 107 106 107 130 162 157 1622557 93 73 93 92 9358 103 75 103 95 103 116 156 140 1562651 89 66 89 82 8952 99 68 99 85 99 104 148 125 1502746 86 59 86 74 8647 94 61 95 76 95 94 137 113 1442841 82 53 83 67 8342 84 55 92 69 92 84 128 102 1392948 80 61 8049 89 62 89 76 119 92 1303044 77 55 7745 86 56 86 69 111 84 1213140 75 50 7541 81 51 83 63 104 76 1133246 7347 80 58 98 70 1063342 7043 78 53 92 64 1003438 6839 76 48 87 59 943535 6636 72 45 82 54 893641 77 50 843738 73 46 803835 69 42 763939 724037 684134 654232 62Notes:1. Table values apply to uniformly loaded floor joists.2. Span is measured to the center of each support.3. The values in the Total columns are based on an L/240 total load deflection limit. Building codes typically require L/360 for live load. Experience has shown that a live load deflection limitof L/480 at 40 psf for residential floors does a better job than L/360 of meeting most performance expectations.4. Table values do not account for stiffness added by glued or nailed sheathing.5. Provide at least 1¾" of bearing length at end supports and 3½" at intermediate supports.6. Provide lateral restraint at supports (e.g. blocking panels, rim board) and along the compression flange of each joist (e.g. floor sheathing, gypsum board ceiling).7. Use sizing software or consult a professional engineer to analyze conditions outside the scope of this table (e.g. different bearing lengths, concentrated loads) or for multiple span joists ifthe length of any span is less than half the length of an adjacent span.PSF TO PLF CONVERSION – LOAD IN POUNDS PER LINEAL FOOT (PLF)O.C. 040o.c. spacing (ft) x load (psf) load (plf)252533405030304048603535475670Load in Pounds per Square Foot ificwoodtech.com page 9606080961206565871041307070931121407575100120150
Floor LoadsSIMPLE-SPAN JOIST—ALLOWABLE UNIFORM FLOOR LOAD (PLF)JoistSpan(ft)PWI 24252627282930313233343536373839404142Notes:1. Table values apply to uniformly loaded floor joists.2. Span is measured to the center of each support.3. The values in the Total columns are based on an L/240 total load deflection limit. Building codes typically require L/360 for live load. Experience has shown that a live load deflection limitof L/480 at 40 psf for residential floors does a better job than L/360 of meeting most performance expectations.4. Table values do not account for stiffness added by glued or nailed sheathing.5. Provide at least 1¾" of bearing length at end supports and 3½" at intermediate supports.6. Provide lateral restraint at supports (e.g. blocking panels, rim board) and along the compression flange of each joist (e.g. floor sheathing, gypsum board ceiling).7. Use sizing software or consult a professional engineer to analyze conditions outside the scope of this table (e.g. different bearing lengths, concentrated loads) or for multiple span joists ifthe length of any span is less than half the length of an adjacent span.How to Use Floor Load Tables 1. Choose a joist spacing and convert the live and total design loads specified in pounds per square foot (psf) to joist loads in pounds per lineal foot (plf).Joist Spacing [ft] x Design Load [psf] Joist Load [plf]JOIST LOAD (PLF)Joist SpacingDesign Load 1121281441602424060801001201401601802002. Choose a span and scan across the Span row to find a joist size with sufficient Live and Total load capacities. Both requirements must be satisfied. When no value is shown in a Livecolumn, Total load governs.3. Web stiffeners are required at all supports for 22" and 24" joists. See Web Stiffener Requirements on page 11 for more details.pacificwoodtech.com page 10
Web Stiffener RequirementsWeb stiffeners are pairs of small blocks, cut from panels or 2x4s, that are nailedto the joist web to stiffen a deep web, increase reaction capacity or accommodatea special connector. Web stiffeners are not required when joists are sized bymeans of the tables in this guide, with the following exceptions:1. Web stiffeners are required at the ends of joists set in hangers that are notdeep enough to laterally support the top flanges of the joists. Refer to thehanger manufacturer’s installation instructions.NUMBER OF WEB STIFFENER NAILS REQUIREDJoist DepthAll Other Conditions24" & 20"1018" & 16"614" & Less4WEB STIFFENER SIZE REQUIRED2. Web stiffeners are required to accommodate special connector nailingrequirements. Refer to the connector manufacturer’s installation instructions.3. Web stiffeners are required at birdsmouth cuts at the low end supports ofsloped joists.4. Web stiffeners are required at all supports on 22- and 24-inch joists.When joists are sized by means of sizing software, or otherwise engineered for anapplication, web stiffeners are required as follows:1. Web stiffeners are required for high reactions at supports. Refer to anevaluation report.Minimum DimensionsWeb StiffenersNailsThicknessWidth1½"15 32"25 16"2½" x 0.131"1¾"19 ₃₂"25 16"2½" x 0.131"2 1 16"23 ₃₂"25 16"2½" x 0.131"25 16"23 ₃₂"25 16"2½" x 0.131"2½"23 ₃₂"25 16"2½" x 0.131"3½"1½"3½"3¼" x 0.131"Web stiffener length is approximately ⅛" less than the clear distance between flanges.FlangeWidthConcentrated Load 1500 lbs.Snug to topBirdsmouthcut at lowsupport2. Web stiffeners are required under concentrated loads applied to the tops ofjoists between supports, or along cantilevers beyond the support, when theconcentrated load exceeds 1500 pounds.Snug tobottomHigh reaction at supportWeb Hole SpecificationsDUCT HOLESMinimum Distance 'D' From Any Support to the Centerline of the HoleDuct Hole WidthJoistSpan (ft) 8"10" 12" 14" 16" 18" 20" 22" 83'–10" 3'–11" 3'–11" 12 5'–9" 5'–10" 5'–11"20 16 7'–8" 7'–10" 7'–11" 20 9'–7" 9'–9" 9'–11"(2) 83'–5" 3'–7" 3'–8" 3'–9" 3'–10" 4'–0"(2) 12 5'–2" 5'–4" 5'–6" 5'–8" 5'–10" 6'–0"45(2) 16 6'–11" 7'–2" 7'–5" 7'–7" 7'–9" 8'–0" 20 8'–8" 9'–0" 9'–3" 9'–6" 9'–9" 10'–0" (2)(2) 83'–6" 3'–7" 3'–9" 3'–10" 3'–11" (2)(2) 12 5'–3" 5'–5" 5'–7" 5'–9" 5'–11" (2)(2) 16 7'–0" 7'–3" 7'–6" 7'–8" 7'–10" (2)60(2) 20 8'–10" 9'–1" 9'–4" 9'–7" 9'–10" (2)(2) 24 10'–7" 10'–11" 11'–3" 11'–6" 11'–10" (2)(2)(2) 83'–7" 3'–8" 3'–9" 3'–10" (2)(2)(2) 12 5'–5" 5'–6" 5'–8" 5'–10" (2)(2)(2)(2) 16 7'–2" 7'–5" 7'–7" 7'–9"70(2)(2)(2) 20 9'–0" 9'–3" 9'–6" 9'–9"(2)(2) 24 10'–10" 11'–1" 11'–5" 11'–8" (2)(2)(2) 83'–8" 3'–9" 3'–11" 3'–11" (2)(2)(2) 12 5'–7" 5'–8" 5'–10" 5'–11" (2)77(2)(2) 16 7'–5" 7'–7" 7'–10" 7'–11" (2)depths(2)(2)t
3½" – 7" lvl (2 0e / 2 2e**) psl (2 0e / 2 2e) lvl (2 0e) lvl (2 0e) dna lvl (2 0e) RIM BOARD Pacific Woodtech † Trus Joist Boise Roseburg Red Built LP 1¼" – 1¾" LVL Rim Board LSL Rim Board LVL Rim Board LVL Rim Board LVL Rim Board LSL Rim Board
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