WESTERN SPECIFIER GUIDE for products manufactured in White City, Oregon WSG 03//2013
2 The SIMPLE FRAMING SYSTEM Makes Designing Homes Easier Architects, engineers, and designers trust Boise Cascade's engineered wood products to provide a better system for framing floors and roofs. It's the SIMPLE FRAMING SYSTEM, featuring beams, joists and rim boards that work together as a system, so you spend less time cutting and fitting. In fact, the SIMPLE FRAMING SYSTEM uses fewer pieces and longer lengths than conventional framing, so you'll complete jobs in less time. You'll Build Better Homes with the SIMPLE FRAMING SYSTEM Now it's easier than ever to design and build better floor systems. When you specify the SIMPLE FRAMING SYSTEM, your clients will have fewer problems with squeaky floors and ceiling gypsum board cracks. The SIMPLE FRAMING SYSTEM also means overall better floor and roof framing than dimension lumber allows. Better Framing Doesn't Have to Cost More Boise Cascade Engineered Wood Products' SIMPLE FRAMING SYSTEM often costs less than conventional framing methods when the resulting reduced labor and materials waste are con sidered. There's less sorting and cost associated with disposing of waste because you order only what you need. Although our longer lengths help your clients get the job done faster, they cost no more. Environmentally Sound As an added bonus, floor and roof systems built with s require about half the number of trees as those built with dimension lumber. This helps you design a home both you and future generations will be proud to own. What Makes the SIMPLE FRAMING SYSTEM So Simple? Floor and Roof Framing with s Light in weight, but heavyduty, s have a better strength / weight ratio than dimension lumber. Knockouts can be removed for crossventila tion and wiring. Ceilings Framed with s The consistent size of s helps keep gypsum board flat and free of unsightly nail pops and ugly shadows, while keeping finish work to a minimum. VERSALAM Beams for Floor and Roof Framing These highlystable beams are free of the largescale defects that plague dimension beams. The result is quieter, flatter floors (no camber) and no shrinkagerelated callbacks. Boise Cascade Rimboard Boise Cascade Engineered Wood Products offer several engineered rimboard products regionally, including BC RIM BOARD OSB, VERSARIM, VERSASTRAND 0. and VERSALAM 1.4 100 (check supplier or Boise Cascade EWP rep for availability). These products work with s to provide a solid connection at the critical floor/wall intersection. Table of Contents Product Profiles, Specifications.... 3 Residential Floor Tables, About Floor Performance, One Hour Floor/Ceiling Assembly.... 4 Floor Framing Details.... 5 Hole Location and Sizing... Cantilever Details, Web Stiffener Requirements.... 9 Floor Tables................................ 10 12 Roof Framing Details... 13 Roof Tables.... 15 1 Roof Tables... 19 23 Design Properties, Allowable Nail Spacing.... Boise Cascade Rimboard Products... 25 VERSALAM Products, Specifications, Allowable Holes.... VERSALAM Details, Multiple Member Connectors... 2 VERSALAM Floor Tables (100% Duration)......... VERSALAM Roof Tables (115% Duration)... 29 VERSALAM Non Roof Tables (125% Duration).... VERSALAM Closest Allowable Nail Spacing.... 31 VERSALAM Design Values.... 31 VERSALAM Columns, VERSASTUD... Computer Software.... 33 Framing Connectors... 35 Lifetime Guarantee... Back Cover On the cover (main photo): Adroit Construction: Ashland, OR: Willow Winds Restoration
Western Product Profiles 3 Architectural Specifications Scope: This work includes the complete furnishing and installation of all s as shown on the drawings, herein specified and necessary to complete the work. Materials: s shall be manufactured by Boise Cascade Engineered Wood Products with oriented strand board webs, VERSALAM laminated veneer lumber flanges and water proof, structural adhesives. webs shall be graded Structural I Exposure 1 by an agency listed by a model code evaluation service. Strands on the face layers of the web panels shall be oriented vertically in the joist. The web panels shall be glued together to form a continuous web member. The web panels shall be machined to fit into a groove in the center of the wide face of the flange members so as to form a pressed glue joint at that junction. Design: The s shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accordance with allowable values and section properties developed in accordance with ASTM D5055 and listed in the governing code evaluation service's report. Drawing: Additional drawings showing layout and detail necessary for determining fit and placement in the building are (are not) to be provided by the supplier. Fabrication: The s and section properties shall be manufactured in a plant evaluated for fabrication by the governing code evaluation service and under the supervision of a thirdparty inspection agency listed by the corresponding evaluation service. Storage and Installation: The s, if stored prior to erection, shall be stored in a vertical and level position and pro tected from the weather. They shall be handled with care so they are not damaged. The s are to be installed in accordance with the plans and the Boise Cascade Engineered Wood Products Installation Guide. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to keep the s straight and plumb as required and to assure adequate lateral support for the individual s and the entire system until the sheathing material has been applied. Codes: The s shall be evaluated by a model code evaluation service.
4 Residential Floor Tables Homeowner s expectations and opinions vary greatly due to the subjective nature of rating a new floor. Communication with the ultimate end user to determine their expectation is critical. Vibration is usually the cause of most complaints. Installing lateral bridging may help; however, squeaks may occur if not installed properly. Spacing the joists closer together does little to affect the perception of the floor's performance. The most common methods used to increase the performance and reduce vibration of wood floor systems is to About Floor Performance increase the joist depth, limit joist deflections, glue and screw a thicker, tongueandgroove subfloor, install the joists vertically plumb with levelbearing supports, and install a directattached ceiling to the bottom flanges of the joists. The floor span tables listed below offer three very different performance options, based on performance requirements of the homeowner. 9½" Series 5000 1. 000 1. 500 1. 5000 1. 000 1. 500 1. 0 2.0 90 2.0 5000 1. 000 1. 500 1. 0 2.0 90 2.0 000 1. 500 1. 0 2.0 90 2.0 1" 90 2.0 20" 90 2.0 THREE STAR FOUR STAR CAUTION deflection limited to L/40: The common industry and design community standard for residential floor joists, 33% stiffer than L/30 code minimum. However, floor performance may still be an issue in certain applications, especially with 9 1 /2" and 11 /" deep joists without a directattached ceiling. 12" 19.2" " " deflection limited to L/90+: In addition to providing a floor that is 100% stiffer than the three star floor, field experience has been incorporated into the values to provide a floor with a premium performance level for the more discriminating homeowner. 12" 19.2" " " MINIMUM STIFFNESS ALLOWED BY CODE CAUTION deflection limited to L/30: Floors that meet the minimum building code L/30 criteria are structurally sound to carry the specified loads; however, there is a much higher risk of floor performance issues. This table should only be used for applications where floor performance is not a concern. 1' 1'' 15' '' ' 9'' 13' 9'' 12' 0'' 11' '' 11' '' 10' 0'' 10' 0'' 9' '' 1' 11'' 1' 0'' 15' '' 13' 11'' 12' 0'' 1' 11'' 1' 5'' 15' '' ' 5'' 13' 2'' 11' '' 11' '' 10' 0'' 10' 0'' 9' 10'' 19' 10'' 1' 2'' 1' 2'' 15' 9'' 13' '' 1' 5'' 1' 10'' 15' 11'' ' 10'' 13' '' 11' '' 11' '' 10' 0'' 10' 0'' 10' 0'' 20' 5'' 1' '' 1' '' 1' 5'' ' 3'' 20' 2'' 1' 5'' 1' 5'' 15' 9'' 13' 4'' 15' '' ' 4'' 13' '' 12' '' 11' 5'' 22' 3'' 19' 4'' 1' '' 15' 9'' 13' 4'' 21' 3'' 19' 5'' 1' 4'' 1' 1'' ' 10'' 15' '' 15' 1'' ' 3'' 13' 3'' 12' 0'' 23' '' 21' '' 20' 0'' 1' 11'' ' 10'' 21' 11'' 20' 0'' 1' 11'' 1' '' ' 10'' 1' 0'' 15' '' ' 9'' 13' '' 12' 5'' ' 3'' 22' 2'' 20' 11'' 1' 10'' ' 10'' 23' 3'' 21' 3'' 20' 1'' 1' '' 1' 4'' 1' 0'' 1' '' 15' '' ' '' 13' 2'' 25' 9'' 23' '' 22' 3'' 20' 9'' 1' 4'' ' 3'' 23' 11'' 22' '' 20' 11'' 19' 1'' 19' 0'' 1' '' 1' '' 1' 2'' ' '' 29' 0'' ' '' 25' 0'' 23' 3'' 19' 4'' 22' 11'' 21' 0'' 19' 2'' 1' 2'' 13' 11'' 1' 0'' 1' 5'' 15' '' ' 5'' 13' 1'' ' 4'' 21' 0'' 19' 2'' 1' 2'' 13' 11'' ' 2'' 22' 2'' 20' 11'' 19' '' 15' 5'' 1' 11'' 1' 3'' 1' 3'' 15' 2'' 13' 9'' ' 9'' 23' 11'' 21' 10'' 19' '' 15' 5'' ' 10'' 22' 9'' 21' 5'' 20' 0'' 15' 5'' 19' 5'' 1' 9'' 1' '' 15' '' ' 1'' 2' '' 25' 1'' 22' 11'' 20' '' 15' 5'' ' 5'' ' 2'' 22' 9'' 21' 3'' 1' 4'' 20' '' 1' 10'' 1' 9'' 1' 5'' ' 11'' 29' 3'' ' '' 25' 3'' 21' 10'' 1' 4'' 29' 9'' 2' 1'' 25' '' 23' '' 19' '' 23' 3'' 21' 1'' 19' 9'' 1' 4'' 1' '' ' 10'' ' 0'' ' 3'' ' 0'' 19' '' ' 9'' ' 5'' 23' 1'' 20' 10'' 15' 9'' 20' 11'' 19' 1'' 1' 0'' 1' 9'' 15' 2'' 29' '' 25' '' 23' 4'' 20' 10'' 15' 9'' 2' 5'' 25' 1'' 23' '' 21' 1'' 15' 9'' 21' '' 19' '' 1' 5'' 1' 2'' 15' '' ' 4'' ' 11'' ' '' 21' 1'' 15' 9'' 29' 3'' ' '' 25' 2'' 21' 10'' 1' 4'' 22' 10'' 20' 10'' 19' '' 1' 2'' 1' 4'' ' 4'' 29' '' 2' 4'' 21' 10'' 1' 4'' ' 11'' 29' 11'' ' 2'' ' 2'' 19' '' 25' '' 23' 4'' 21' 11'' 20' 3'' 1' 4'' 3' 4'' 33' 2'' 31' 3'' ' 2'' 19' '' 35' 11'' ' '' ' 9'' ' '' 23' 10'' ' 1'' 25' 5'' 23' 11'' 22' 2'' 20' 0'' 39' '' 3' 2'' ' 1'' 31' 9'' 23' 10'' 3' 10'' 35' 4'' 33' 4'' ' 11'' ' '' ' 4'' 2' '' 25' 11'' ' 0'' 21' '' 42' 11'' 39' 1'' 3' 10'' ' 11'' ' '' 12" 19.2" " " Table values based on residential floor loads of 40 psf live load and 10 psf dead load (12 psf dead load for 90 2.0 joists). values assume 23 /" min plywood/osb rated sheathing is glued and nailed to joists for composite action (joists spaced at " require sheathing rated for such spacing ⅞" plywood/osb). Table values represent the most restrictive of simple or multiple span applications. Table values are the maximum allowable clear distance between supports. See Boise Cascade Fire Design & Installation Guide US version for specific specific assembly information and other fire resistive options or contact your local Boise Cascade representative. OneHour Fire Resistive Assembly 1 2 3 Table values assume minimum bearing lengths without web stiffeners for joist depths of inches and less (1" & 20" joists require web stiffeners at all bearing locations). Floor tile will increase dead load and may require specific deflection limits, contact Boise Cascade EWP Engineering for further information. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC sizing software. ICC ESR 133 FIRE ASSEMBLY COMPONENTS 1. Min. 23 /" thick tongue and groove sheathing (exterior glue), installed with long edge perpendicular to joist length, staggered one joist spacing with adjacent sheets, and glued to joists with construction adhesive. 2. s at " or less. 3. Two layers ⅝" Type X or two layers ½" Type C gypsum board, installed per Figures 2 or 3 of ICC ESR 133. SOUND ASSEMBLY COMPONENTS When constructed with resilient channels Add carpet & pad to fire assembly: STC=54 IIC= or Add 3½" glass fiber insulation to fire assembly: STC=55 IIC=4 or Add an additional layer of minimum ⅝" sheathing STC=1 IIC=50 and 9½" glass fiber insulation to fire assembly:
Floor Framing 5 For load bearing cantilever details, see page 9. s, VERSALAM and ALLJOIST must be stored, installed and used in accordance with the Boise Cascade EWP Installation Guide, building codes, and to the extent not inconsistent with the Boise Cascade EWP Installation Guide, usual and customary building practices and standards. VERSALAM, ALLJOIST, and s must be wrapped, covered, and stored off of the ground on stickers at all times prior to installation. VERSA LAM, ALLJOIST and s are intended only for applications that assure no exposure to weather or the elements and an environment that is free from moisture from any source, or any pest, organism or substance which degrades or damages wood or glue bonds. Failure to correctly store, use or install VERSALAM, ALLJOIST, and in accordance with the Boise Cascade EWP Installation Guide will void the limited warranty. SAFETY WARNING DO NOT ALLOW WORKERS ON JOISTS UNTIL ALL HANGERS, RIM JOISTS, RIM BOARDS, BLOCKING PANELS, XBRACING AND TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: Build a braced end wall at the end of the bay, or permanently install the first eight feet of s and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of s at the end of the bay. All hangers, rim joists, rim boards, blocking panels, and xbracing must be completely installed and properly nailed as each is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional s are set. Nail the strut lines to the sheathed area, or braced end wall, and to each with two d nails. The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the s to within 1 /2 inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the permanent sheathing. Failure to install temporary bracing may result in sideways buckling or rollover under light construction loads. Do not stack construction materials (sheathing, drywall, etc) in the middle of BCI spans, contact Boise Cascade EWP Engineering for proper storage and shoring information.
Floor Framing Details Additional floor framing details available with BC FRAMER software (see page 33) F0 END BEARING DETAILS F0A F02 F01 F2A F0 F10 F52 F0 F03 LATERAL SUPPORT s shall be laterally supported at the ends with hangers, rimboard, rim joist or blocking panels. blocking panels or rimboard are required at cantilever supports. Blocking may be required at intermediate bearings for floor diaphragm per IRC in high seismic areas, consult local building official. MINIMUM BEARING LENGTH FOR JOISTS Minimum Bearing Lengths: 1½" end bearing, 3½" intermediate and adjacent cantilever bearing. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALC software. NAILING REQUIREMENTS rim joist, rim board or closure panel to joist: Rims or closure panel 1¾ inches thick and less: d nails, one each in the top and bottom flange. 5000 rim joist: 210d box nails, one each in the top and bottom flange. 000, 0 rim joist: 21d box nails, one each in the top and bottom flange. 500, 90 rim joist: Toenail top flange to rim joist with 210d box nails, one each side of flange. rim joist, rim board or blocking panel to support: Min. d nails @ " per IRC. Connection per design professional of record's specification for shear transfer. INTERMEDIATE BEARING DETAILS F09 F5 F F05 joist to support: d nails, one on each side of the web, placed 1½ inches minimum from the end of the to limit splitting. Sheathing to joist: Prescriptive residential floor sheathing nailing requires d common nails @ " on edges and @ 12" in the field (IRC Table R02.3(1)). See closest allowable nail spacing limits on page for floor diaphragm nailing specified at closer spacing than IRC. Maximum nail spacing for minimum lateral stability: 1" for 5000, " for larger joist series. gauge staples may be substituted for d nails if the staples penetrate at least 1 inch into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further information. BACKER AND FILLER BLOCK DIMENSIONS Series Backer Block Thickness Filler Block Thickness 5000 1. ¾" or ⅞" wood panels Two ¾" wood panels or 2x_ 000 1. 1⅛" or two ½" wood panels 2x_ + 1 " or ½" wood panel 500 1. 1⅛" or two ⅝" wood panels 2x_ + ⅝" or ¾" wood panel 0 2.0 1⅛" or two ½" wood panels 2x_ + 1 " or ½" wood panel 90 2.0 2x_ lumber Double 2x_ lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus ¼" to avoid a forced fit. F Minimum Heel End Roof Pitch Wall Bearing /12 /12 /12 9/12 10/12 12/12 2 x 4 4 3 " 4 5 4¼" 4¼" 4¼" 4¼" 2 x 3 3 " 3 3 2 5 2¾" 2 9 2¼" RIM JOISTS AND BLOCKING Vertical Capacity [in] Series No W.S. (1) W.S. (2) 9½" 5000 1., 000 1., 500 1. 20 N/A 5000 1., 000 1., 500 1. 0 2.0, 90 2.0 2150 2500 N/A N/A 5000 1., 000 1., 0 2.0, 90 2.0 2000 00 N/A N/A 500 1. 000 1., 500 1. 1900 2500 0 2.0, 90 2.0 20 200 1" 0 2.0, 90 2.0 N/A 200 20" 90 2.0 N/A 200 (1) No web stiffeners required (2) Web stiffeners required at each end of blocking, values not applicable for rim joists N/A: Not applicable WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT JOISTS FROM THE WEATHER s are intended only for applications that provide permanent protection from the weather. Bundles of s should be covered and stored off of the ground on stickers.
Hole Location & Sizing s are manufactured with 1 1 /2" round perforated knockouts in the web at approximately 12" on center D (see table below) Minimum spacing = 2x greatest dimension of largest hole (knockouts exempt) D (see table below) DO NOT cut or notch flange " " Minimum distance from support, listed in table below, is required for all holes greater than 1½" MINIMUM DISTANCE (D) FROM ANY SUPPORT TO THE CENTERLINE OF THE HOLE Round Hole Diameter [in] Rectangular Hole Side [in] Any 9½" " [ft] No holes (except knockouts) allowed in bearing zones A 1 1 /2" round hole may be cut anywhere in the web. Provide at least 3" of clearance from other holes. " " Do not cut holes larger than 1 1 /2" round in cantilevers. 2 3 4 5 ⅞ 10 11 12 13 15 3 5 1'0'' 1'1'' 1''' 2'4'' 2'11'' 3''' 12 1 Round Hole Diameter [in] Rectangular Hole Side [in] 1'0'' 1'0'' 2 1''' 2'2'' 3 2''' 3'5'' 4 3''' 4''' 5 2 4'5'' 5'11'' 3 5'4'' '2'' 5 / 10 11 12 13 15 1'0'' 1'1'' 1''' 2'0'' 2'5'' 2'11'' 3'5'' 3'10'' Any 12 1'0'' 1''' 2'3'' 3'0'' 3''' 4'5'' 5'1'' 5'9'' [ft] 1 1'2'' 2'1'' 3'0'' 4'0'' 4'11'' 5'10'' '10'' ''' 20 Round Hole Diameter [in] Rectangular Hole Side [in] 1'5'' 2 2''' 3 3'10'' 4 5'0'' 5 '2'' 2 '4'' 3 ''' 5 9''' / 10 11 9 12 13 15 1'0'' 1'1'' 1'2'' 1'2'' 1''' 1'11'' 2'4'' 2'9'' 3'3'' 3''' 12 1'0'' 1'1'' 1'2'' 1''' 2'3'' 2'11'' 3''' 4'1'' 4'10'' 5''' Any [ft] 1 1'0'' 1'1'' 1'3'' 2'2'' 3'0'' 3'10'' 4'9'' 5''' ''' '4'' 20 1'0'' 1'1'' 1''' 2''' 3'9'' 4'10'' 5'11'' '10'' '1'' 9'2'' Round Hole Diameter [in] Rectangular Hole Side [in] 1'0'' 2 1'1'' 3 1'11'' 4 3'3'' 5 4''' 5'10'' 2 '1'' 3 '3'' / 5 9'9'' 10 11'0'' 11 12 9 13 10 15 1'0'' 1'1'' 1'2'' 1'2'' 1'3'' 1'3'' 1''' 1'11'' 2'4'' 2'9'' 3'2'' 3''' 12 1'0'' 1'1'' 1'2'' 1'2'' 1'3'' 1'9'' 2'4'' 2'11'' 3''' 4'2'' 4'9'' 5'4'' Any [ft] 1 1'0'' 1'1'' 1'2'' 1'2'' 1''' 2'5'' 3'2'' 3'10'' 4'9'' 5''' '4'' '2'' 20 1'0'' 1'1'' 1'2'' 1'2'' 2'0'' 3'0'' 4'0'' 4'10'' 5'11'' '11'' '11'' '11'' Round Hole Diameter [in] Rectangular Hole Side [in] 1'0'' 2 1'1'' 3 1'2'' 4 1'3'' 5 2'5'' 3''' 4'9'' 2 5'10'' / 3 '2'' 10 5 '4'' 11 9''' 12 10'9'' 13 9 10 15 11 12 1'0'' 1'1'' 1'2'' 1'2'' 1'5'' 1'11'' 2'4'' 2'9'' 3'3'' 3'9'' 4'2'' 4''' 5'1'' 5''' 1" 90 2.0 [ft] 1 20 1'0'' 1'0'' 1'0'' 1'1'' 1'1'' 1'1'' 1'2'' 1'2'' 1'2'' 1'4'' 1''' 2'0'' 1'11'' 2'5'' 2'11'' 2''' 3'3'' 3'10'' 3'2'' 4'0'' 4'9'' 3''' 4''' 5''' 4'5'' 5''' ''' 5'0'' '3'' ''' 5''' '0'' '5'' '3'' '9'' 9'4'' '10'' ''' 10'3'' '5'' 9'4'' 11'2'' 1'0'' 1'1'' 1'4'' 2'5'' 3'5'' 4''' 5''' ''' '9'' '9'' 9'10'' 10'11'' 12'0'' 13'1'' Round Hole Diameter [in] Rectangular Hole Side [in] 2 3 4 5 / 2 10 3 11 5 12 13 15 10 12 1'0'' 1'1'' 1'2'' 1'2'' 1'3'' 1''' 1'11'' 2'3'' 2'9'' 3'2'' 3''' 3'11'' 4'4'' 4'9'' 20" 90 2.0 [ft] 1 20 1'0'' 1'0'' 1'0'' 1'0'' 1'1'' 1'1'' 1'1'' 1'1'' 1'2'' 1'2'' 1'2'' 1'2'' 1'2'' 1'3'' 1''' 1'9'' 1''' 1'11'' 2'4'' 2''' 2'1'' 2''' 3'1'' 3''' 2''' 3'3'' 3'11'' 4''' 3'1'' 3'10'' 4''' 5'5'' 3''' 4''' 5''' ''' 4'3'' 5'3'' '4'' '5'' 4'9'' 5'11'' '2'' '4'' 5'3'' ''' '11'' 9'3'' 5'10'' '4'' '9'' 10'3'' '4'' '0'' 9''' 11'2'' DO cut in web area as specified Select a table row based on joist depth and the actual joist span rounded up to the nearest table span. Scan across the row to the column headed by the appropriate round hole diameter or rectangular hole side. Use the longest side of a rectangular hole. The table value is the closest that the centerline of the hole may be to the centerline of the nearest support. The entire web may be cut out. DO NOT cut the flanges. Holes apply to either single or multiple joists in repetitive member conditions. For multiple holes, the amount of uncut web between holes must equal at least twice the diameter (or longest side) of the largest hole. 1 / 2 " round knockouts in the web may be removed by using a short piece of metal pipe and hammer. Holes may be positioned vertically anywhere in the web. The joist may be set with the 1 1 / 2 " knockout holes turned either up or down. This table was designed to apply to the design conditions covered by tables elsewhere in this publication. Use the BC CALC software to check other hole sizes or holes under other design conditions. It may be possible to exceed the limitations of this table by analyzing a specific applica tion with the BC CALC software.
Reinforced Bearing Cantilever Table [in] 9½" KEY TO TABLE 1 Web Stiffeners Plus One Reinforcer 0 No Reinforcement Required 2 Web Stiffeners Plus Two Reinforcers s WS Web Stiffeners at Support X Use Deeper s or Closer Spacing Series 5000 1. 000 1. 500 1. 5000 1. 000 1. 500 1. 0 2.0 90 2.0 Roof Truss [ft] 3 3 40 3 3 40 3 3 40 3 3 40 3 3 40 3 3 40 3 3 40 3 3 40 1. Cut 4" long reinforcers to match the joist depth. Use min. 23 / " plywood/osbrated sheathing, Exposure 1, 4/ Rating panels. The face grain must be horizontal (measure the 4" dimension along the long edge of the panel). 2. Fasten the reinforcer to the joist flanges with d nails at " When reinforcing both sides, stagger the nails to avoid splitting the joist flanges. Roof Total [psf] 35 45 55 Spacing [in] 1 19.2 1 19.2 1 19.2 0 0 0 0 0 X 0 X X 0 0 0 0 0 X 0 X X 0 0 X 0 0 X 0 X X 0 0 X 0 X X X X X 0 0 X 0 X X X X X 0 0 X 0 X X X X X 0 0 X 0 X X X X X 0 X X X X X X X X 0 X X X X X X X X 0 0 0 0 0 0 0 0 X 0 0 0 0 0 0 0 0 X 0 0 0 0 0 1 0 0 X 0 0 0 0 0 X 0 1 X 0 0 0 0 0 X 0 X X 0 0 0 0 0 X 0 X X 0 0 WS 0 0 X 0 X X 0 0 1 0 1 X 0 X X 0 0 X 0 X X 1 X X 0 0 0 0 0 0 0 0 1 0 0 0 0 0 WS 0 0 X 0 0 0 0 0 1 0 0 X 0 0 0 0 0 1 0 1 X 0 0 0 0 0 X 0 1 X 0 0 0 0 0 X 0 1 X 0 0 WS 0 0 X 0 1 X 0 0 1 0 1 X 0 X X 0 0 1 0 1 X 1 X X 0 0 0 0 0 WS 0 0 X 0 0 0 0 0 WS 0 0 X 0 0 0 0 0 WS 0 WS X 0 0 0 0 0 X 0 WS X 0 0 WS 0 0 X 0 X X 0 0 WS 0 0 X 0 X X 0 0 WS 0 WS X 0 X X 0 0 1 0 WS X WS X X 0 0 X 0 X X X X X 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 WS 0 0 X 0 0 0 0 0 1 0 0 X 0 0 0 0 0 1 0 WS X 0 0 0 0 0 1 0 1 X 0 0 WS 0 0 X 0 1 X 0 0 WS 0 0 X 0 1 X 0 0 1 0 WS X 0 1 X 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 WS 0 0 X 0 0 0 0 0 1 0 0 X 0 0 0 0 0 1 0 WS X 0 0 0 0 0 1 0 1 X 0 0 WS 0 0 X 0 1 X 0 0 WS 0 0 X 0 1 X 0 0 1 0 WS X 0 X X 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 X 0 0 0 0 0 1 0 0 X 0 0 0 0 0 1 0 0 X 0 0 0 0 0 X 0 1 X 0 0 0 0 0 X 0 1 X 0 0 0 0 0 X 0 1 X 0 0 1 0 0 X 0 X X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 2 3. Attach web stiffeners per intermediate Web Stiffener Nailing Schedule on page 9. 4. Use the BC CALC software to analyze conditions that are not covered by this table. It may be possible to exceed the limitations of this table by analyzing a specific application with BC CALC software. [in] Series 5000 1. 000 1. 500 1. 0 2.0 90 2.0 000 1. 500 1. 0 2.0 90 2.0 Roof Truss [ft] 3 3 40 3 3 40 3 3 40 3 3 40 3 3 40 3 3 40 3 3 40 3 3 40 3 3 40 Roof Total [psf] 35 45 55 Spacing [in] 1 19.2 1 19.2 1 19.2 0 0 0 0 0 WS 0 0 WS 0 0 0 0 0 WS 0 0 1 0 0 0 0 0 WS 0 WS X 0 0 0 0 0 WS 0 WS X 0 0 WS 0 0 1 0 WS X 0 0 WS 0 0 1 0 WS X 0 0 WS 0 WS X 0 1 X 0 0 WS 0 WS X WS X X 0 0 0 0 0 WS 0 0 WS 0 0 0 0 0 WS 0 0 1 0 0 0 0 0 WS 0 0 1 0 0 0 0 0 WS 0 WS X 0 0 0 0 0 WS 0 WS X 0 0 WS 0 0 1 0 WS X 0 0 WS 0 0 1 0 1 X 0 0 0 0 0 WS 0 0 WS 0 0 0 0 0 WS 0 0 1 0 0 0 0 0 WS 0 0 X 0 0 0 0 0 WS 0 WS X 0 0 WS 0 0 WS 0 WS X 0 0 WS 0 0 1 0 WS X 0 0 WS 0 0 X 0 1 X 0 0 0 0 0 WS 0 0 1 0 0 0 0 0 WS 0 0 1 0 0 0 0 0 WS 0 0 1 0 0 0 0 0 WS 0 WS 1 0 0 0 0 0 1 0 WS X 0 0 WS 0 0 1 0 1 X 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 WS 0 0 WS 0 0 0 0 0 WS 0 0 WS 0 0 0 0 0 WS 0 WS WS 0 0 0 0 0 WS 0 WS X 0 0 WS 0 0 WS 0 WS X 0 0 WS 0 0 WS 0 WS X 0 0 0 0 0 WS 0 0 WS 0 0 0 0 0 WS 0 0 WS 0 0 0 0 0 WS 0 0 WS 0 0 0 0 0 WS 0 WS WS 0 0 0 0 0 WS 0 WS X 0 0 WS 0 0 WS 0 WS X 0 0 WS 0 0 WS 0 WS X 0 0 0 0 0 WS 0 0 WS 0 0 0 0 0 WS 0 0 WS 0 0 0 0 0 WS 0 WS WS 0 0 0 0 0 WS 0 WS 1 0 0 0 0 0 WS 0 WS 1 0 0 WS 0 0 WS 0 WS 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Reinforced Bearing Cantilever Detail 9 Roof The tables and details on pages and 9 indicate the type of reinforcements, if any, that are required for loadbearing cantilevers up to a maximum length of 2' 0". Cantilevers longer than 2'0" cannot be reinforced. However, longer cantilevers with lower loads may be allowable without reinforcement. Analyze specific applica tions with the BC CALC software. blocking 2'" 2'0" s are intended only for applications that provide permanent protection from the weather. F15A PLYWOOD / OSB REINFORCEMENT (If Required per BC CALC analysis) Analyze Bearing Cantilevers in BC CALC Software 23 /" Min. x 4" long plywood / OSB rated sheathing must match the full depth of the. Nail to the with d nails at " and nail with 4d nails into backer block. When reinforcing both sides, stagger nails to limit splitting. Install with horizontal face grain. Contact Boise Cascade EWP Engineering for reinforcement requirements on depths greater than. Wood Structural Panel Closure 23 /" min. plywood/osb or rimboard closure. Nail with d nail into each flange. Structural Panel reinforcement Non Bearing Wall Cantilever Details Wood backer block See page of Western Specifier Guide 2'0" 2'0" 2x minimum blocking required for cantilever Backer block Uplift on backspan shall be considered in all cantilever designs Fasten the 2x minimum to the by nailing through the backer block and joist web with 2 rows of 10d nails at " on center. Use 1d nails with 90 2.0 joists. Clinch all nails. F15B F05 2x Closure blocking Back Drywall Ceiling or Wood Structural Maximum Panel Soffit 1 /3 Back Not to exceed 4'0" These details apply to cantilevers with uniform loads only. It may be possible to exceed the limitations of these details by analyzing a specific application with the BC CALC software. Series F1E Web Stiffener Specifications For Structural Lateral Capacity Restraint in (Min. Thick) Hanger 3 1 /2" min. bearing Back Web Stiffener Requirements Minimum Width 5000 1. ⅝" ¾" 2 5 / 1 " 000 1. ¾" ⅞" 2 5 / 1 " 500 1. ¾" 1" or 1⅛" 2 5 / 1 " 0 2.0 ¾" ⅞" 2 5 / 1 " 90 2.0 2x4 lumber (vertical) NOTES Web stiffeners are optional except as noted below. Web stiffeners are always required for all 1" and 20" s at all bearing locations. Web stiffeners are always required in hangers that do not extend up to support the top flange of the. Web stiffeners may be required with certain sloped or skewed hangers or to achieve uplift values. Refer to the hanger manufacturer's installation requirements. Web stiffeners are always required in certain roof applications. See Roof Framing Details on page. Web stiffeners are always required under concentrated loads that exceed 1000 pounds. Install the web stiffeners snug to the top flange in this situation. Follow the nailing schedule for intermediate bearings. Web stiffeners may be cut from structural rated wood panels, engineered rimboard or 2x lumber ( 90 only). For Structural Capacity: Web stiffeners needed to increase the s reaction capacity at a specific bearing location. Lateral Restraint in Hanger: Web stiffeners needed when hanger does not lateral support the top flange (e.g., adjustable height hangers). Web stiffeners may be of multiple thickness (e.g., 500, double ½" panel OK). Web stiffeners may be used to increase allowable reaction values. See Design Properties on page or the BC CALC software. Minimum 1 1 /2 Times Cantilever Length Maximum 1 /3 Back not to exceed 4'0" Section View Web Stiffener Nailing Schedule Bearing Location Series End Intermediate 9½" d d 5000 d 3d 1. d 5d 000 1. 500 1. 0 2.0 90 2.0 9½" d d d 3d d 5d d d 9½" d d d 3d d 5d d d d 3d d 5d d d 31d 31d 51d 51d 1d 1d 1" 1d 1d 20" 1d 1d
10 Floor Tables Allowable Uniform Floor (in pounds per linear foot [PLF]) 100% Duration Length 9 10 11 12 13 15 1 1 1 19 20 21 22 9½" 5000 1. 5000 1. Series 2" Flange Width Total 5000 1. Total 5000 1. Total 9½" 000 1. Total 000 1. Series 2 5 / Flange Width 000 1. Total 000 1. Total 000 1. Total 0 0 313 0 333 353 0 25 24 5 29 2 210 225 235 0 250 0 5 1 200 20 213 222 231 235 151 1 10 1 15 192 200 20 212 11 152 13 10 135 14 11 19 192 91 13 150 15 10 10 1 13 1 3 11 11 13 4 5 13 153 10 13 59 100 95 1 1 9 129 113 2 151 4 112 115 125 5 112 93 133 135 13 1 40 5 9 9 11 4 95 125 113 1 1 55 0 103 40 0 5 112 95 122 1 4 92 5 100 1 115 10 11 40 9 5 2 4 9 0 10 93 111 50 4 41 1 0 9 0 10 44 52 0 99 4 9 1 90 Total values are limited by shear, moment, or deflection equal to L/0. values are limited by deflection equal to L/40. For deflection limits of L/30 and L/90, multiply the values by 1.33 and 0.50 respectively. Both the Total and columns must be checked. Where a value is not shown, the Total value will control. Table values apply to either simple or multiple span joists. is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC software if the length of any span is less than half the length of an adjacent span. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total values assume minimum bearing lengths without web stiffeners for joist depths of 1 inches and less. 1 and 20 inch joists require web stiffeners. For assistance with floor design, consult the section About Floor Performance on page 4. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC software.
Floor Tables 11 Allowable Uniform Floor (in pounds per linear foot [PLF]) Length 9 10 11 12 13 15 1 1 1 19 20 21 22 23 25 2 29 9½" 500 1. Total 500 1. Series 2 9 / Flange Width 500 1. 100% Duration 500 1. 500 1. Total 0 2.0 0 2.0 Series 2 5 / Flange Width 0 2.0 0 2.0 Total Total Total Total Total 0 333 353 3 3 3 24 5 29 2 3 3 3 0 250 0 5 25 25 25 213 222 231 235 4 4 4 190 192 200 20 212 220 220 220 14 11 19 192 200 200 200 11 10 1 13 1 13 13 13 93 152 153 10 13 19 19 19 13 1 2 151 9 15 15 15 2 1 103 133 13 1 123 52 104 5 125 123 1 1 103 13 13 13 44 2 11 104 122 1 129 125 129 129 1 110 115 11 11 4 122 10 122 122 52 99 109 101 111 3 115 92 115 115 45 9 5 104 10 55 110 9 110 105 110 5 9 100 4 9 9 104 92 104 50 9 42 4 0 100 1 100 44 0 5 92 53 95 1 95 52 4 4 91 3 91 4 42 4 5 41 2 50 4 45 1 40
12 Floor Tables Allowable Uniform Floor (in pounds per linear foot [PLF]) 100% Duration 90 2.0 90 2.0 90 2.0 Series 3½" Flange Width 90 2.0 1" 90 2.0 20" 90 2.0 Length 9 10 11 12 13 15 1 1 1 19 20 21 22 23 25 2 29 Total Total Total Total Total 450 453 45 553 53 35 3 391 44 491 33 0 2 415 4 0 2 4 3 32 20 22 24 3 4 5 9 1 312 225 2 2 2 20 209 210 255 4 192 194 195 23 5 14 10 11 12 221 229 1 10 11 20 215 1 15 10 11 195 202 10 150 150 151 152 191 91 2 129 3 4 14 11 9 135 112 13 13 1 12 9 1 9 129 1 15 13 1 122 123 115 1 150 15 53 10 11 101 119 129 4 9 4 95 113 90 1 115 13 3 42 5 0 10 0 109 103 1 1 13 54 104 2 105 92 12 115 1 4 9 5 101 3 122 104 12 44 5 9 5 11 94 122 53 94 1 5 11 4 91 2 110 1 Total values are limited by shear, moment, or deflection equal to L/0. values are limited by deflection equal to L/40. For deflection limits of L/30 and L/90, multiply the values by 1.33 and 0.50 respectively. Both the Total and columns must be checked. Where a value is not shown, the Total value will control. Table values apply to either simple or multiple span joists. is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC software if the length of any span is less than half the length of an adjacent span. Table values do not consider composite action from gluing and nailing floor sheathing (composite action is considered in floor span tables on page 4). Total values assume minimum bearing lengths without web stiffeners for joist depths of 1 inches and less. 1 and 20 inch joists require web stiffeners. For assistance with floor design, consult the section About Floor Performance on page 4. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC software.
Roof Framing 13 Rafters FOR INSTALLATION STABILITY, Temporary strut lines (1x4 min.) ft. on center maximum. Fasten at each joist with two d nails minimum. Structural ridge VERSALAM or loadbearing wall required. Blocking or other lateral support required at end supports. Blocking not shown for clarity. Rafter Header When installing Boise Cascade EWP products with treated wood, use only connectors/ fasteners that are approved for use with the corresponding wood treatment. Multiple Rafters may be required. SAFETY WARNING DO NOT ALLOW WORKERS ON JOISTS UNTIL ALL HANGERS, RIM JOISTS, RIM BOARDS, BLOCKING PANELS, XBRACING AND TEMPORARY 1x4 STRUT LINES ARE INSTALLED AS SPECIFIED BELOW. Build a braced end wall at the end of the bay, or permanently install the first eight feet of s and the first course of sheathing. As an alternate, temporary sheathing may be nailed to the first four feet of s at the end of the bay. All hangers, rim joists, rim boards, blocking panels, and xbracing must be completely installed and properly nailed as each is set. Install temporary 1x4 strut lines at no more than eight feet on center as additional s are set. Nail the strut lines to the sheathed area, or braced end wall, and to each with two d nails. SERIOUS ACCIDENTS CAN RESULT FROM INSUFFICIENT ATTENTION TO PROPER BRACING DURING CONSTRUCTION. ACCIDENTS CAN BE AVOIDED UNDER NORMAL CONDITIONS BY FOLLOWING THESE GUIDELINES: The ends of cantilevers must be temporarily secured by strut lines on both the top and bottom flanges. Straighten the s to within 1 /2 inch of true alignment before attaching strut lines and sheathing. Remove the temporary strut lines only as required to install the permanent sheathing. Failure to install temporary bracing may result in sideways buckling or rollover under light construction loads. Ceiling with Bevel End Cut (For LimitedAccess Attics Only) shall not be used as collar/tension tie. BCI 5000, 000, 500 Maximum Lengths Without Roof s 9½" 5000 1. / 000 1. / 500 1. 19'" 5000 1. / 000 1. / 500 1. 22'0" 000 1. / 500 1. 25'0" (If roof loads present, see Notes 2 & 3 at right) Minimum Heel s End Wall 2 x 4 2 x 9½" 2½" 1½" 3½" 2½" 4½" 3½" Notes: 1) Detail is to be used only for ceiling joists with no access to attic space. 2) Ceiling joist must be designed to carry all roof load transferred through rafter struts as shown. 3) ceiling joist end reaction may not exceed 550 pounds. 4) Minimum roof slope is /12. 5) Nail roof rafter to top flange with 11d sinker or box nail. ) Nail top flange to roof rafter with 11d nail (for stability resistance only). ) Install a web stiffener on each side of at beveled ends. Nail roof rafter to per building code requirements for ceiling joist to roof rafter connection.
Roof Framing Details Additional roof framing details available with BC FRAMER software (see page 33) R01 R04 R02 DN05 R03 R0 Western Specifier Guide. R05 R0 R11 LATERAL SUPPORT s must be laterally supported at end supports (including supports adjacent to overhangs) with hangers, rimboard, or blocking (VERSALAM, Boise Cascade Rimboard or ). Metal cross bracing or other xbracing provides adequate lateral support for s, consult governing building code for roof diaphragm connection provisions. MINIMUM BEARING LENGTH FOR JOISTS Minimum Bearing Lengths: 1½" end bearing, 3½" intermediate and adjacent cantilever bearing. Longer bearing lengths allow higher reaction values. Refer to the building code evaluation report or the BC CALC software. NAILING REQUIREMENTS rim joist, rim board or closure panel to joist: Rims or closure panel 1¾ inches thick and less: d nails, one each in the top and bottom flange. 5000 rim joist: 210d box nails, one each in the top and bottom flange. 000, 0 rim joist: 21d box nails, one each in the top and bottom flange. 500, 90 rim joist: Toenail top flange to rim joist with 210d box nails, one each side of flange. rim joist, rim board or blocking panel to support: Min. d nails @ " per IRC. Connection per design professional of record's specification for shear transfer. joist to support: d nails, one on each side of the web, placed 1½ inches minimum from the end of the to limit splitting. Sheathing to joist: Prescriptive residential roof sheathing nailing requires d common nails @ " on edges and @ 12" in the field (IRC Table R02.3(1)). See closest allowable nail spacing limits on page for floor diaphragm nailing specified at closer spacing than IRC. Maximum nail spacing for minimum lateral stability: 1" for 5000, " for larger joist series. gauge staples may be substituted for d nails if the staples penetrate at least 1 inch into the joist. Wood screws may be acceptable, contact local building official and/or Boise Cascade EWP Engineering for further information. BACKER AND FILLER BLOCK DIMENSIONS Backer Block Series Thickness Filler Block Thickness 5000 1. ¾" or ⅞" wood panels Two ¾" wood panels or 2x_ 000 1. 1⅛" or two ½" wood panels 2x_ + 1 " or ½" wood panel 500 1. 1⅛" or two ⅝" wood panels 2x_ + ⅝" or ¾" wood panel 0 2.0 1⅛" or two ½" wood panels 2x_ + 1 " or ½" wood panel 90 2.0 2x_ lumber Double 2x_ lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus ¼" to avoid a forced fit. WEB STIFFENER REQUIREMENTS See Web Stiffener Requirements on page 9. PROTECT JOISTS FROM THE WEATHER s are intended only for applications that provide permanent protection from the weather. Bundles of s should be covered and stored off of the ground on stickers. MAXIMUM SLOPE Unless otherwise noted, all roof details are valid for slopes of 12 in 12 or less. VENTILATION The 1½ inch, prestamped knockout holes spaced at 12 inches on center along the may all be knocked out and used for cross ventilation. Deeper joists than what is structurally needed may be advantageous in ventilation design. Consult local building official and/or ventilation specialist for specific ventilation requirements. BIRDSMOUTH CUTS s may be birdsmouth cut only at the low end support. joists with birdsmouth cuts may cantilever up to 2'" past the low end support. The bottom flange must sit fully on the support and may not overhang the inside face of the support. High end supports and intermediate supports may not be birdsmouth cut.
Roof Tables 15 Maximum clear span in feet and inches, based on horizontal spans. 12" 19.2" " Non 125% 115% Non 125% 115% Non 125% 115% Non 125% 115% [psf] Dead [psf] 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 4/12 or Less 115% and 125% Duration 5000 1. Series 2" Flange Width 9½" 5000 1. 5000 1. 5000 1. 4/12 /12 4/12 4/12 /12 4/12 4/12 to to or to to or to /12 12/12 Less /12 12/12 Less /12 /12 to 12/12 4/12 or Less 9½" 000 1. 4/12 to /12 /12 to 12/12 000 1. Series 2 5 / Flange Width 000 1. 000 1. 4/12 /12 4/12 4/12 to to or to /12 12/12 Less /12 4/12 or Less /12 to 12/12 4/12 or Less 000 1. 4/12 to /12 '1" 22'9" 21'1" '" '11" 25'0" '" '" '" 25'" '1" 22'4" '5" '" '" '" '" '4" 3'4" 3'2" 33'" 22'10" 21'5" 19'9" 2'1" 25'5" 23'5" '10" 29'0" '9" '2" 22'" 20'11" '10" 2'1" 25'0" '10" '10" '5" 3'4" '1" 31'5" 21'9" 20'5" 1'9" 25'10" '2" 22'3" 29'5" 2'" 25'4" 23'1" 21'" 19'10" 2'" 25'9" 23'" 31'4" 29'4" '11" '" '5" 29'10" 22'11" 21'" 20'2" 2'2" 25'" 23'10" '10" 29'3" 2'2" '3" 22'11" 21'4" '11" 2'4" 25'5" '11" 31'1" '11" 3'5" '5" '0" 21'10" 20'" 19'0" 25'10" '4" 22'" '9" 2'9" 25'" 23'1" 21'9" 20'2" 2'" 25'11" '0" 31'5" 29'" 2'4" '9" '" '3" 21'11" 20'9" 19'4" 25'11" '" 22'11" '10" '0" '1" 23'2" 21'11" 20'" 2'" '2" '5" 31'" 29'9" 2'9" '10" '11" '9" 21'0" 19'10" 1'4" '10" 23'5" 21'9" 2'2" '" '10" 22'3" 21'0" 19'5" '" 25'0" 23'2" '2" '5" '5" 33'0" 31'" 29'3" 19'11" 19'1" 1'0" 23'" 22'" 21'4" 25'10" 25'5" '4" 21'1" 20'3" 19'1" 25'1" '1" 22'9" '" 2'5" 25'11" 31'4" '5" '" 19'" 1'" 1'3" 22'" 22'0" 20'" '" '1" 23'4" 20'9" 19'" 1'4" '9" 23'5" 21'10" 2'11" '" '10" 29'10" 29'3" 2'" 1'5" 1'" 1'9" 21'" 20'11" 19'11" 23'" 23'3" 22'" 19'" 1'9" 1'9" 23'3" 22'4" 21'2" '" 25'5" '2" '" '2" '" 1'3" 1'" 1'5" 20'9" 20'5" 19'5" 22'" 22'3" 21'" 19'" 1'" 1'4" 23'3" 22'2" 20'" 25'" 25'3" 23'" 2'5" 2'0" '1" 21'10" 20'" 19'1" 25'11" '5" 22'" 29'" 2'10" 25'10" 23'2" 21'10" 20'3" 2'" '0" '2" 31'5" 29'" 2'" '9" '9" '5" 20'" 19'5" 1'11" '" 23'0" 21'3" 2'" '3" '3" 21'11" 20'" 19'0" '1" '" 22'" 29'9" 2'11" 25'9" '11" '11" '" 19'9" 1'" 1'0" 23'5" 21'11" 20'2" 25'10" 25'0" 22'11" 20'11" 19'" 1'0" '11" 23'4" 21'5" '5" '" '5" 31'5" 29'5" 2'0" 20'9" 19'" 1'3" '" 23'3" 21'" '" '1" '" 22'0" 20'9" 19'4" '2" '9" 23'0" 29'10" '2" '3" '5" 31'2" 29'0" 19'9" 1'" 1'3" 22'10" 22'1" 20'5" '10" '3" 23'4" 20'11" 19'9" 1'3" '11" 23'" 21'9" '3" '9" '10" '3" 29'5" 2'5" 19'10" 1'9" 1'" 22'11" 22'3" 20'9" '11" '" 23'" 21'0" 19'11" 1'" 25'0" 23'" 22'1" '4" 2'0" 25'2" '4" 29'9" 2'10" 19'0" 1'11" 1'" 21'" 21'0" 19'9" 23'5" 22'11" 22'2" 20'1" 19'0" 1'" '0" 22'" 21'0" '" 25'9" 23'11" '" 2'10" '" 1'0" 1'4" 1'4" 20'" 20'2" 19'4" 22'4" 22'0" 21'" 19'1" 1'4" 1'3" 22'9" 21'10" 20'" 25'5" '11" 23'" 2'2" '9" '0" 1'2" 1'10" 15'" 19'" 19'1" 1'" 21'3" 20'10" 20'3" 1'9" 1'9" 1'" 22'2" 21'2" 19'9" '2" 23'" 22'" 25'10" 25'4" '" 1'" 1'0" 15'2" 1'" 1'" 1'0" 20'4" 20'1" 19'9" 1'" 1'11" 1'1" 21'1" 20'2" 19'2" 23'2" 22'11" 21'10" '9" '" '1" 15'10" 15'" '10" 1'11" 1'" 1'3" 19'" 19'2" 1'9" 1'" 1'10" 15'9" 20'4" 20'0" 1'9" 22'2" 21'10" 21'4" 23'9" 23'4" 22'10" 20'" 19'4" 1'0" '4" 22'11" 21'4" 2'5" '2" '3" 21'9" 20'" 19'0" 25'11" '5" 22'" 29'" 2'10" 25'10" '" '10" '" 19'5" 1'3" 1'10" 23'0" 21'" 20'0" 25'3" '" 22'9" 20'" 19'4" 1'10" '" 23'0" 21'3" 2'11" '3" '3" '" 29'0" '10" 1'" 1'4" 15'11" 21'" 20'" 1'11" 23'" 22'9" 21'" 19'" 1'4" 1'11" 23'4" 21'11" 20'2" '" '11" 22'11" '" 2'" 25'5" 19'" 1'5" 1'2" 22'4" 21'10" 20'4" '4" 23'10" 23'2" 20'" 19'" 1'2" '" 23'3" 21'" 2'" '" '" 29'" '11" 2'3" 1'4" 1'" 1'2" 20'10" 20'3" 19'2" 22'" 22'1" 21'4" 19'" 1'" 1'2" 23'5" 22'1" 20'5" 25'9" 25'1" 23'4" 2'" '10" 25'9" 1'5" 1'" 1'5" 20'11" 20'" 19'" 22'9" 22'4" 21'10" 19'" 1'" 1'5" 23'" 22'3" 20'9" 25'10" 25'4" 23'" 2'" 2'2" '2" 1'4" 1'10" 15'" 19'" 19'2" 1'" 21'5" 20'11" 20'3" 1'11" 1'10" 1'" 22'4" 21'3" 19'9" '4" 23'9" 22'" '0" 25'5" '" 1'" 1'3" 15'4" 1'" 1'5" 1'0" 20'4" 20'1" 19'" 1'11" 1'2" 1'3" 21'3" 20'" 19'4" 23'2" 22'10" 22'1" '9" '5" 23'11" 15'" 15'4" '" 1'9" 1'5" 1'11" 19'4" 19'0" 1'" 1'" 1'" 15'" 20'2" 19'10" 1'" 22'0" 21'" 21'0" 23'" 23'1" 22'" 15'0" '10" '3" 1'0" 1'10" 1'" 1'" 1'4" 1'0" 1'" 15'11" 15'1" 19'5" 19'0" 1'0" 21'1" 20'10" 20'" 22'" 22'4" 21'11" '5" '2" 13'10" 1'4" 1'1" 15'" 1'10" 1'" 1'1" 1'4" 15'9" '9" 1'" 1'3" 1'" 20'3" 19'11" 19'5" 21'" 21'3" 20'10" 19'0" 1'11" 1'" 22'5" 21'3" 19'9" '" 23'11" 22'" 20'1" 19'0" 1'" '0" 22'" 21'0" 2'4" 25'9" 23'11" 29'9" '" '" 1'0" 1'11" 15'" 20'9" 20'0" 1'" 22'" 21'11" 21'0" 19'0" 1'11" 1'" 22'" 21'4" 19'" 25'" '4" 22'5" 2'5" '" '10" 1'1" 1'1" '9" 19'4" 1'" 1'" 21'1" 20'4" 19'5" 1'2" 1'0" 15'" 21'" 20'3" 1'" 23'11" 23'1" 21'3" 25'" '9" 23'" 1'" 1'1" 15'11" 19'11" 19'" 1'10" 21'9" 21'3" 20'" 19'1" 1'1" 1'10" 22'" 21'" 20'0" '" '2" 22'10" '5" 25'10" 25'2" 1'5" 15'11" 15'0" 1'" 1'1" 1'5" 20'3" 19'9" 19'0" 1'2" 1'2" 15'10" 21'2" 20'5" 1'11" 23'0" 22'5" 21'" '" '0" 23'2" 1'5" 1'2" 15'3" 1'" 1'4" 1'10" 20'4" 20'0" 19'" 1'3" 1'3" 1'2" 21'2" 20'" 19'3" 23'1" 22'" 21'11" '9" '3" 23'" 15'5" 15'1" '" 1'" 1'1" 1'" 19'1" 1'" 1'1" 1'" 1'" 15'4" 19'11" 19'" 1'3" 21'9" 21'3" 20'" 23'3" 22'" 21'11" '" '" '2" 1'" 1'5" 1'1" 1'2" 1'11" 1'" 1'" 15'11" 15'0" 19'0" 1'" 1'11" 20'" 20'4" 20'0" 22'1" 21'9" 21'4" '0" 13'" 13'4" 15'10" 15'" 15'2" 1'3" 1'11" 1'" 15'11" 15'5" '5" 1'0" 1'" 1'2" 19'" 19'3" 1'9" 21'0" 20'" 19'" 13'5" 13'3" 13'0" 15'3" 15'0" '9" 1'" 1'5" 1'1" 15'3" '" '0" 1'4" 1'1" 1'" 1'10" 1'" 1'4" 19'10" 19'5" 1'9" 12'10" 12'" 12'4" '" '4" '0" 15'11" 15'" '11" '" '4" 13'" 1'" 1'4" 15'11" 1'11" 1'4" 1'" 1'3" 1'" 1'10" Table values are limited by shear, moment, total load deflection equal to L/10 and live load deflection equal to L/0. Check the local building code for other deflection limits that may apply. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC software. /12 to 12/12 Table values represent the most restrictive of simple or multiple span applications. Table values assume minimum bearing lengths without web stiffeners for joist depths of 1 inches and less. 1 and 20 inch joists require web stiffeners. Slope roof joists at least 1 4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code.
1 Roof Tables Maximum clear span in feet and inches, based on horizontal spans. 115% and 125% Duration 500 1. Series 2 9 / Flange Width 12" 19.2" " Non 125% 115% Non 125% 115% Non 125% 115% Non 125% 115% [psf] Dead [psf] 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 4/12 or Less 9½" 500 1. 500 1. 500 1. 500 1. 4/12 /12 4/12 4/12 /12 4/12 4/12 /12 4/12 4/12 to to or to to or to to or to /12 12/12 Less /12 12/12 Less /12 12/12 Less /12 '5'' '11'' 23'1'' 31'5'' 29''' 2'5'' 35'9'' 33''' 31'3'' 39''' 3'3'' ''' 25'0'' 23''' 21''' 29'9'' 2'11'' 25'9'' 33'10'' 31'9'' 29'4'' 3'5'' 35'2'' '5'' 23'10'' 22'4'' 20''' '4'' ''' '5'' '3'' '3'' 2'9'' 35''' 33'5'' '9'' 25'1'' 23''' 22'1'' 29'10'' '2'' '2'' 33'11'' '1'' 29'10'' 3''' 35'5'' 33'0'' 23'11'' 22''' 20'10'' '5'' '9'' '9'' '4'' '5'' '2'' 35'9'' 33''' 31'2'' 23'11'' 22''' 21'2'' ''' 2'0'' 25'2'' '5'' ''' ''' 35'10'' 33'11'' 31''' 23'0'' 21''' 20'1'' 2'4'' 25'9'' 23'11'' 31'1'' 29'4'' 2'3'' '5'' '5'' '1'' 21'10'' 20'11'' 19'9'' 25'11'' '10'' 23''' 29''' '4'' '9'' ''' 31'4'' 29''' 21'5'' 20'4'' 1'11'' 25''' '2'' 22''' 29'1'' 2''' 25''' 31'5'' '5'' '4'' 20'2'' 19'4'' 1'4'' '0'' 23'0'' 21'10'' 2'4'' '3'' '11'' '2'' 29'0'' 2''' 20'2'' 19'3'' 1'0'' '0'' 22'10'' 21'4'' 2'0'' '0'' '4'' '11'' '5'' '11'' 23'11'' 22''' 20'11'' '5'' '10'' '11'' '5'' ''' '4'' 35'10'' 33'9'' 31'4'' 22''' 21'3'' 19''' '11'' 25'4'' 23'4'' ''' '10'' ''' 33'11'' 31'10'' 29'5'' 21''' 20'3'' 1''' 25''' '1'' 22'1'' 29'3'' 2'5'' 25'2'' '4'' '3'' 2'10'' 22''' 21''' 20'0'' 2'0'' 25''' 23'9'' '9'' 29'1'' 2'1'' '0'' '2'' 29'11'' 21''' 20'5'' 1'11'' 25'9'' '3'' 22'5'' 29'4'' 2''' 25''' 31'10'' ''' '3'' 21''' 20''' 19'2'' 25'10'' '5'' 22'10'' 29'5'' 2'10'' '0'' 31'11'' '9'' '9'' 20'10'' 19''' 1'3'' '9'' 23'4'' 21''' '1'' ''' ''' '0'' 29'4'' 2'4'' 19'9'' 1'11'' 1'10'' 23''' 22''' 21'3'' '9'' 25''' '3'' ''' '2'' '9'' 19'5'' 1'5'' 1'2'' 23'1'' 21'11'' 20'5'' 25'5'' '11'' 23'3'' 2'2'' ''' 25''' 1'3'' 1''' 1''' 21'9'' 20'10'' 19'10'' '5'' 23'9'' 22''' '1'' 25'9'' '11'' 1'3'' 1'5'' 1'3'' 21'5'' 20'9'' 19'4'' 23'5'' 23'0'' 22'0'' 25'0'' ''' '0'' 22''' 21'2'' 19''' '9'' 25'2'' 23'5'' '5'' ''' ''' 33''' 31'9'' 29'5'' 21'3'' 20'0'' 1'5'' 25'4'' 23'9'' 21'11'' '10'' 2'1'' 25'0'' 31'10'' 29'11'' 2''' 20'3'' 19'0'' 1''' '2'' 22''' 20'9'' 2''' 25'9'' 23''' '2'' '5'' '2'' 21'4'' 20'2'' 1'9'' 25'4'' '0'' 22'4'' '11'' 2'4'' 25'5'' 31'1'' '2'' '1'' 20'4'' 19'2'' 1'9'' '2'' 22'9'' 21'1'' 2'2'' 25'11'' '0'' 29'0'' '3'' ''' 20'4'' 19'4'' 1'0'' '3'' 23'0'' 21'5'' 2'3'' '2'' '5'' 29'1'' ''' 2'0'' 19''' 1'5'' 1'1'' 23'3'' 21'11'' 20'4'' 25''' 25'0'' 23'2'' 2'5'' '9'' 25''' 1''' 1'9'' 1'9'' 22'1'' 21'2'' 20'0'' '4'' '0'' 22'9'' '1'' 25''' 25'2'' 1'3'' 1'3'' 1'1'' 21'3'' 20''' 19'2'' 23'2'' 22'9'' 21'10'' '9'' '4'' 23''' 1'1'' 1'5'' 15''' 20'5'' 19''' 1''' 22'3'' 22'0'' 21'2'' 23'9'' 23''' 23'1'' 1'1'' 1'4'' 15'3'' 19''' 19'3'' 1'2'' 21'4'' 21'0'' 20''' 22'10'' 22'2'' 21'2'' 20'10'' 19''' 1'3'' '9'' 23'4'' 21''' '2'' ''' ''' 31'2'' 29'5'' 2'4'' 19''' 1''' 1'1'' 23'5'' 22'0'' 20'4'' ''' 25'1'' 23'2'' '11'' 2'9'' 25''' 1'9'' 1''' 1'2'' 22'4'' 20'11'' 19'3'' 25'3'' 23'10'' 21'11'' '11'' '0'' '3'' 19'9'' 1''' 1'5'' 23''' 22'3'' 20''' '0'' 25'4'' 23''' 2'10'' 2'3'' '1'' 1'10'' 1'9'' 1'5'' 22'3'' 21'1'' 19''' '3'' 23''' 22'3'' 25'11'' 25'3'' '4'' 1'10'' 1'10'' 1''' 22'4'' 21'3'' 19'10'' '4'' 23'11'' 22''' '0'' 25''' '11'' 1'1'' 1'1'' 15'10'' 21'0'' 20'4'' 1'10'' 22'10'' 22'4'' 21''' '5'' 23'11'' 23'1'' 1'1'' 1'5'' 15''' 20'0'' 19''' 1''' 21'9'' 21'5'' 21'0'' 23'3'' 22'11'' 22'3'' 1'9'' 1'0'' '11'' 19'0'' 1''' 1'9'' 20''' 20'4'' 19'3'' 21''' 20'9'' 19''' 15'10'' 15'2'' '5'' 1'3'' 1'0'' 1'3'' 19''' 19'0'' 1'5'' 19'10'' 19'5'' 1'9'' 15'5'' 15'1'' '1'' 1'3'' 1''' 15'11'' 1'11'' 1'4'' 1''' 1'3'' 1''' 1'10'' /12 to 12/12
Roof Tables 1 Maximum clear span in feet and inches, based on horizontal spans. 115% and 125% Duration 0 2.0 Series 2 5 / Flange Width 12" 19.2" " Non 125% 115% Non 125% 115% Non 125% 115% Non 125% 115% [psf] Dead [psf] 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 4/12 or Less 0 2.0 0 2.0 0 2.0 4/12 /12 4/12 4/12 /12 4/12 4/12 to to or to to or to /12 12/12 Less /12 12/12 Less /12 33''' 31''' 29'5'' 3'4'' 3'1'' 33''' 42'5'' 40'0'' 3'1'' 31'10'' 29'11'' 2''' 3'3'' '1'' 31'5'' 40'2'' 3''' '10'' '4'' '5'' '2'' ''' '5'' 29'9'' 3'4'' 35'10'' 33'0'' 31'11'' '2'' '1'' 3'4'' '4'' '0'' 40'3'' 3'1'' 35'5'' '5'' ''' ''' ''' ''' '3'' 3'5'' 3'2'' 33''' ''' '11'' '11'' '9'' '11'' ''' 3''' 3'5'' '0'' 29'3'' 2''' 25''' 33'4'' 31'5'' 29'2'' 3'11'' '10'' '4'' 2'9'' ''' 25'2'' 31''' '4'' ''' 35'0'' 33''' 31'9'' 2'4'' 25'10'' '1'' 31'2'' 29''' 2''' ''' ''' '5'' 25'9'' ''' 23'5'' 29'4'' '1'' ''' '5'' 31'1'' 29''' 25'9'' ''' 22'11'' 29'4'' 2'11'' '1'' '5'' '11'' '11'' '5'' '9'' ''' '9'' '9'' '5'' 3'5'' 3'3'' 33''' '10'' 2'1'' 25'0'' '10'' '10'' ''' 3'5'' '2'' 31''' 2''' 25'9'' 23''' 31'4'' 29'4'' 2'0'' '9'' ''' 29'11'' '11'' 2'4'' 25'5'' '11'' 31'2'' 29'0'' 3''' ''' '1'' 2''' '0'' '1'' 31'5'' 29''' 2'5'' '10'' '9'' '4'' 2''' '2'' '5'' 31''' 29'10'' 2'10'' '11'' 33'0'' '10'' ''' 25'0'' 23'3'' '2'' ''' ''' 33'5'' 31''' 29'4'' 25'2'' '1'' 22'9'' ''' 2''' '0'' 31'9'' '5'' '9'' '9'' 23'5'' 21'10'' '3'' ''' '11'' 31'3'' 29''' 2''' 23'3'' 22'4'' 21'2'' ''' 25'5'' '2'' 29'5'' '2'' '9'' 23'3'' 22'2'' 20'9'' ''' 25'3'' 23''' ''' 2''' '2'' ''' 2'0'' 25'1'' ''' '9'' ''' 3'1'' '1'' 31''' 2'1'' 25'5'' 23''' '10'' 29'0'' '9'' '2'' '1'' 29''' 25'10'' '2'' 22'3'' 29'5'' 2''' 25'4'' ''' ''' '1'' 2'2'' 25''' 23'11'' '11'' 29'3'' 2'3'' '3'' '5'' '2'' 25'11'' '5'' 22''' 29''' 2'10'' 25'9'' ''' '9'' ''' 25'11'' ''' 22'11'' 29''' '0'' '2'' '9'' 31'0'' 29'0'' '11'' 23''' 21'10'' '4'' '9'' '10'' 31'5'' 29''' 2''' 23''' 22''' 21'5'' '11'' 25'10'' '5'' 29'10'' ''' 2'0'' 23'3'' 22'0'' 20''' ''' 25'1'' 23'5'' '1'' 2'0'' 25''' 21'10'' 21'0'' 19'11'' '11'' 23'11'' 22''' 25'10'' 25'3'' '5'' 21'10'' 20'10'' 19''' 23'9'' 23'0'' 21'11'' 23'9'' 23'0'' 21'11'' ''' 25'0'' 23'3'' '2'' ''' ''' 33'5'' 31''' 29'4'' 25'1'' 23''' 21'9'' ''' '10'' '10'' 31''' 29'9'' 2''' 23'11'' 22'5'' 20''' 2'3'' 25''' 23''' '2'' '3'' '0'' 25'2'' 23'9'' 22'2'' ''' 2'1'' 25'3'' 31'9'' '0'' '0'' '0'' 22''' 20'11'' 2'4'' 25'9'' 23'10'' '3'' ''' '5'' '0'' 22'9'' 21'3'' 2'5'' 25'11'' '3'' '4'' '9'' '10'' 23'0'' 21'9'' 20'2'' '3'' '9'' 23'0'' 2'4'' '1'' '5'' 21'10'' 21'0'' 19'10'' '9'' 23'11'' 22''' '9'' '1'' 23'1'' 21''' 20'4'' 19'0'' 22'5'' 21''' 20'5'' 22'5'' 21''' 20'5'' 20'2'' 19'5'' 1'5'' 20''' 20'2'' 19''' 20''' 20'2'' 19''' 19'0'' 1'4'' 1''' 19'0'' 1'4'' 1''' 19'0'' 1'4'' 1''' /12 to 12/12 Table values are limited by shear, moment, total load deflection equal to L/10 and live load deflection equal to L/0. Check the local building code for other deflection limits that may apply. Table values represent the most restrictive of simple or multiple span applications. Table values assume minimum bearing lengths without web stiffeners for joist depths of 1 inches and less. 1 and 20 inch joists require web stiffeners. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC software. Slope roof joists at least 1 4" over 12" to minimize ponding. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code.
1 Roof Tables Maximum clear span in feet and inches, based on horizontal spans. 12" 19.2" " Non 125% 115% Non 125% 115% Non 125% 115% Non 125% 115% [psf] Dead [psf] 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 20 10 20 15 20 20 25 10 25 15 10 15 40 10 40 15 50 10 50 15 4/12 or Less 115% and 125% Duration 90 2.0 Series 3 1 /2" Flange Width 90 2.0 90 2.0 90 2.0 1" 90 2.0 20" 90 2.0 4/12 /12 4/12 4/12 /12 4/12 4/12 /12 4/12 4/12 /12 4/12 4/12 to to or to to or to to or to to or to /12 12/12 Less /12 12/12 Less /12 12/12 Less /12 12/12 Less /12 /12 to 12/12 3'5'' 3'3'' 33''' 43''' 41'2'' 3'2'' 4'4'' 45''' 42'3'' 50'0'' 49'9'' 4'2'' 50'0'' 50'0'' 50'0'' 3'5'' '2'' 31''' 41'4'' 3'10'' 35'10'' 45'9'' 43'0'' 39''' 50'0'' 4'11'' 43'4'' 50'0'' 50'0'' 4'11'' '9'' ''' 29'11'' 39'5'' 3'11'' 33'11'' 43''' 40'10'' 3''' 4''' 44''' 41'1'' 50'0'' 4'4'' 44'5'' 3''' ''' '1'' 41'5'' 39'2'' 3'5'' 45'10'' 43'4'' 40'4'' 50'0'' 4'5'' 44'1'' 50'0'' 50'0'' 4'9'' '10'' '9'' '4'' 39''' 3'2'' '5'' 43'9'' 41'2'' 3'2'' 4'10'' 45'0'' 41''' 50'0'' 4''' 45'1'' '11'' 33'1'' '10'' 39''' 3''' 35'0'' 43'10'' 41''' 3'9'' 4'11'' 45'5'' 42'4'' 50'0'' 49'1'' 45'10'' 33'5'' 31''' 29'4'' 3'0'' 35'10'' 33'3'' 42'1'' 39''' 3'10'' 45'11'' 43'4'' 40'3'' 49'9'' 4'11'' 43''' 31'9'' '5'' '9'' 3'0'' ''' ''' 39'11'' 3'3'' 3'2'' 43''' 41'10'' 39''' 4'2'' 45'3'' 42'9'' 31'3'' 29''' 2''' 35''' 33''' 31'3'' 39'3'' 3'2'' ''' 42'11'' 40''' 3'10'' 4'5'' 44'0'' 41'0'' 29'5'' '2'' '9'' 33'4'' '0'' '5'' 3'11'' 35'5'' 33''' 40'5'' 3'9'' 3'9'' 43''' 41'11'' 39'10'' 29'5'' '0'' '2'' 33'4'' 31'9'' 29''' 3'11'' 35'3'' '11'' 40'5'' 3''' 3'0'' 43''' 41''' 3'11'' '10'' '10'' ''' 39''' 3'4'' ''' 43'9'' 41'4'' 3'4'' 4'10'' 45'2'' 41'11'' 50'0'' 4'10'' 45'4'' 33'0'' 31'0'' ''' 3'5'' 35'2'' ''' 41'5'' 3'11'' 3'0'' 45'4'' 42''' 39'4'' 49'0'' 4'1'' 42''' 31''' 29''' 2'1'' 35''' 33'5'' '9'' 39''' 3'0'' '1'' 43'3'' 40''' 3'3'' 4'9'' 43'10'' 40'3'' 33'1'' 31'3'' 29'1'' 3''' 35''' 33'1'' 41''' 39'4'' 3''' 45'5'' 42'11'' 40'0'' 49'2'' 4''' 43'3'' 31''' 29''' 2''' 35'9'' 33''' 31'3'' 39''' 3'4'' ''' 43'4'' 40'10'' 3'9'' 4'10'' 44'2'' 40'11'' 31''' 29'11'' 2'11'' 35'10'' '0'' 31'9'' 39'9'' 3''' 35'2'' 43'5'' 41'2'' 3'5'' 4'0'' 44''' 41''' '4'' ''' ''' '5'' '5'' '2'' 3'1'' 35'11'' 33'5'' 41''' 39'3'' 3''' 45'0'' 42''' 39''' '9'' 2''' '1'' ''' 31'4'' 29''' 3'2'' ''' '9'' 39''' 3'11'' 35'10'' 42'9'' 41'0'' 3'9'' '4'' '9'' 25'0'' '1'' '5'' '4'' 35''' 33''' 31'5'' 3'10'' 3'10'' '4'' 42'1'' 39'10'' 3'2'' ''' 25''' '3'' '2'' 29'0'' 2''' 33'5'' '1'' ''' 3''' 35'1'' 33'4'' 39''' 3'0'' 3'1'' ''' 25'4'' 23'9'' '2'' '9'' '11'' 33'5'' 31'11'' 29'10'' 3''' '10'' ''' 39''' 3''' 35'3'' '9'' '11'' ''' 3'2'' 35'0'' ''' 41'2'' 3'10'' 3'0'' 44'11'' 42'5'' 39'4'' 4''' 45'11'' 42''' 31'0'' 29'1'' '11'' 35'2'' 33'0'' ''' 3'11'' 3''' 33'9'' 42''' 40'0'' 3'11'' 4'0'' 43'3'' 39'11'' 29''' 2''' 25'5'' 33''' 31'5'' '11'' 3'2'' '9'' '0'' 40''' 3'0'' 35'0'' 43'11'' 41'2'' 3'10'' 31'1'' 29'5'' 2'4'' 35'3'' 33'4'' 31'1'' 39'0'' 3'11'' '5'' 42''' 40'4'' 3''' 4'2'' 43''' 40''' 29''' 2'11'' 25'10'' 33''' 31''' 29'4'' 3'3'' 35'1'' ''' 40''' 3'4'' 35''' 44'0'' 41''' 3'5'' 29''' '1'' '3'' 33''' 31'11'' 29'10'' 3'4'' 35'4'' 33'0'' 40'9'' 3''' 3'1'' 44'1'' 41'10'' 39'0'' '5'' '10'' '11'' '3'' ''' '4'' 35'9'' 33'9'' 31'4'' 39'1'' 3'11'' '3'' 42'3'' 39'11'' 3'1'' 2'0'' 25'11'' ''' ''' 29'5'' 2'9'' 33'11'' ''' '9'' 3'1'' 35''' 33''' 40'1'' 3''' 3'5'' ''' 25'2'' 23'5'' '2'' ''' ''' 33'5'' 31''' 29''' 3''' ''' '3'' 39''' 3'5'' '11'' '11'' '0'' 22'9'' '4'' 2'2'' 25'10'' 31'5'' '2'' ''' '4'' '11'' 31'4'' 3'1'' 35''' 33'10'' '11'' 23'10'' 22'3'' '4'' 2'0'' 25'3'' 29''' ''' 2'5'' '4'' ''' ''' 3'1'' 35'5'' 33'1'' '4'' ''' ''' '5'' '5'' '2'' 3'1'' 35'11'' 33'5'' 41''' 39'3'' 3''' 45'0'' 42''' 39''' ''' '11'' '11'' ''' ''' '3'' 3'1'' 33'11'' 31'4'' 39'5'' 3'0'' '2'' 42''' 40'1'' 3'0'' 2'4'' 25''' 23''' 31'0'' 29'1'' '9'' '4'' '2'' 29''' 3''' 35'2'' '5'' 40''' 3'1'' 35'1'' '9'' 2'2'' 25'4'' ''' '10'' '9'' 3'2'' '2'' 31'10'' 39''' 3'4'' '10'' 42'9'' 40'5'' 3''' 2'5'' 25'10'' 23'11'' 31'1'' 29'4'' 2'2'' '5'' ''' '1'' 3''' 35''' '11'' 40'9'' 3'5'' 35''' 2''' '0'' '4'' 31'2'' 29''' 2''' ''' '9'' ''' 3'9'' 35'9'' 33'5'' 40'10'' 3'9'' 3'2'' '4'' '10'' 23'1'' 29'10'' '2'' '3'' 33'1'' 31'3'' 29'1'' 3'2'' '2'' 31'9'' 39'2'' 3'0'' '4'' '11'' '0'' 22''' '4'' 2'2'' 25'9'' '11'' '0'' ''' '4'' '11'' 31'2'' 3'1'' 35''' 33''' ''' 23'3'' 21'9'' 2'9'' '5'' ''' '0'' '11'' 25''' 33'9'' '0'' 29'10'' 35'2'' 33'10'' '1'' 23'1'' 22'2'' 21'1'' 25''' '11'' 23'11'' 25'9'' 25'2'' '4'' 31'3'' ''' 29'0'' '5'' 31''' ''' 23'1'' 22'0'' 20''' 23''' 22'9'' 21''' 23''' 22'11'' 21'10'' '9'' 2'10'' ''' 29'10'' '10'' 2'''
Roof Tables 19 Allowable Uniform Roof (in pounds per linear foot [PLF]) 115% and 125% Duration Use of these tables should be limited to roof slopes of 3½" per foot or less. For steeper slopes, see pages 151. 5000 1. Series 2" Flange Width 9½" 5000 1. 5000 1. 5000 1. Total Deflect. Total Deflect. Total Deflect. Length 9 10 11 12 13 15 1 1 1 19 20 21 22 23 25 2 (115%) Non (125%) L/0 (115%) Non (125%) L/0 (115%) Non (125%) L/0 315 3 33 3 353 33 20 294 9 315 2 9 23 25 253 25 4 210 2 225 5 235 255 19 205 202 220 211 2 12 1 200 192 209 154 1 19 13 1 191 131 2 15 19 12 1 113 123 110 4 15 151 14 9 10 90 1 13 1 153 94 5 110 120 131 2 2 3 9 10 11 1 0 53 95 103 112 59 59 45 5 4 93 101 51 51 39 1 4 4 91 4 0 55 3 5 3 4 9 5 53 55 42 3 9 2 5 3 55 53 5 49 Total values are limited by shear, moment, or deflection equal to L/10. Deflection values (Deflect.) are limited by live load deflection equal to L/0. Check the local building code for other deflection limits that may apply. Both the Total and Deflection columns must be checked. Where a Deflection value is not shown, the Total value will control. Table values apply to either simple or multiple span joists. is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least 1 4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 1 inches and less. 1 and 20 inch joists require web stiffeners. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code.
20 Roof Tables Allowable Uniform Roof (in pounds per linear foot [PLF]) 115% and 125% Duration Use of these tables should be limited to roof slopes of 3½" per foot or less. For steeper slopes, see pages 151. 000 1. Series 2 5 / Flange Width 9½" 000 1. 000 1. 000 1. 000 1. Length 9 10 11 12 13 15 1 1 1 19 20 21 22 23 25 2 Total Deflect. Total Deflect. Total Deflect. Total Deflect. Non Non Non Non (115%) (125%) L/0 (115%) (125%) L/0 (115%) (125%) L/0 (115%) (125%) L/0 30 392 35 40 390 4 39 4 9 33 2 350 3 34 1 31 20 294 1 293 31 29 3 0 1 250 22 0 3 5 21 235 225 5 2 254 23 259 19 213 204 222 213 231 21 23 10 19 1 204 195 212 199 21 1 10 159 13 1 10 19 13 199 5 15 129 11 15 1 12 10 15 1 13 10 150 13 15 19 159 13 111 115 0 153 159 9 12 9 9 4 1 13 122 13 9 0 152 2 2 3 112 122 103 1 1 1 4 0 0 53 101 110 9 120 1 125 13 0 0 4 91 99 10 11 119 129 52 52 40 3 9 10 9 112 122 5 5 9 9 5 102 111 51 2 9 5 93 101 59 59 45 5 1 93 52 52 40 9 5 5 9 4 52 3 9 0 59 1 4 3 3 55 55 42 3 5
Roof Tables 21 Length 9 10 11 12 13 15 1 1 1 19 20 21 22 23 25 2 29 31 33 35 (115%) Allowable Uniform Roof (in pounds per linear foot [PLF]) 115% and 125% Duration Use of these tables should be limited to roof slopes of 3½" per foot or less. For steeper slopes, see pages 151. 500 1. Series 2 9 / Flange Width 9½" 500 1. 500 1. 500 1. 500 1. Total Deflect. Total Deflect. Total Deflect. Total Deflect. Non Non Non Non (125%) L/0 (115%) (125%) L/0 (115%) (125%) L/0 (115%) (125%) L/0 30 392 35 40 390 4 39 4 9 33 2 350 3 34 1 31 20 294 1 293 31 29 3 0 1 250 22 0 3 5 21 235 225 5 2 254 23 259 19 213 204 222 213 231 21 23 10 19 1 204 195 212 199 21 1 10 13 1 10 19 13 199 154 1 1 11 15 1 12 10 15 0 152 11 150 13 15 19 159 13 123 1 9 0 153 159 9 12 10 10 1 1 4 13 9 0 152 90 90 9 125 135 1 1 1 1 4 59 112 122 9 123 1 125 13 51 101 110 4 11 12 119 129 5 5 44 91 95 3 10 11 10 113 123 50 50 3 3 3 4 99 10 92 10 11 3 3 5 90 9 1 103 112 4 4 49 3 90 2 95 103 5 5 44 3 4 95 5 51 51 39 1 4 5 1 5 51 5 1 0 0 4 9 1 54 54 41 5 0 55 0 50 5 0 45 53 54 41 50 50 3 Total values are limited by shear, moment, or deflection equal to L/10. Deflection values (Deflect.) are limited by live load deflection equal to L/0. Check the local building code for other deflection limits that may apply. Both the Total and Deflection columns must be checked. Where a Deflection value is not shown, the Total value will control. Table values apply to either simple or multiple span joists. is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least 1 4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 1 inches and less. 1 and 20 inch joists require web stiffeners. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code.
22 Roof Tables Allowable Uniform Roof (in pounds per linear foot [PLF]) 115% and 125% Duration Use of these tables should be limited to roof slopes of 3½" per foot or less. For steeper slopes, see pages 151. 0 2.0 Series 2 5 / Flange Width 0 2.0 0 2.0 0 2.0 Total Deflect. Total Deflect. Total Deflect. Length 9 10 11 12 13 15 1 1 1 19 20 21 22 23 25 2 29 31 33 35 (115%) Non (125%) L/0 (115%) Non (125%) L/0 (115%) Non (125%) L/0 413 449 413 449 413 449 354 35 354 35 354 35 9 33 9 33 9 33 25 299 25 299 25 299 9 9 9 225 5 225 5 225 5 20 2 20 2 20 2 190 20 190 20 190 20 1 192 1 192 1 192 15 19 15 19 15 19 154 1 154 1 154 1 5 15 5 15 5 15 13 9 13 9 13 9 1 1 11 1 1 1 1 123 133 102 123 1 123 1 11 11 11 1 11 1 101 101 112 122 112 122 9 9 10 11 99 10 11 9 9 0 103 112 103 112 0 0 53 99 102 99 10 2 2 4 91 91 9 95 103 93 5 5 42 1 1 2 91 99 4 50 50 3 3 3 5 9 5 50 5 9 0 0 4 1 1 1 54 54 41 3 3 5 51 1 1 4 5 5 43 51 51 39
Roof Tables 23 Allowable Uniform Roof (in pounds per linear foot [PLF]) 115% and 125% Duration Use of these tables should be limited to roof slopes of 3 1 /2" per foot or less. For steeper slopes, see pages 151. 90 2.0 Series 3 1 /2" Flange Width 11 / " 90 2.0 90 2.0 90 2.0 1" 90 2.0 20" 90 2.0 Length 9 10 11 12 13 15 1 1 1 19 20 21 22 23 25 2 29 31 33 35 Total Deflect. Total Deflect. Total Deflect. Total Deflect. Total Deflect. Non Non Non Non Non (115%) (125%) L/0 (115%) (125%) L/0 (115%) (125%) L/0 (115%) (125%) L/0 (115%) (125%) L/0 50 551 510 555 5 559 23 4 02 4 42 43 4 441 49 5 51 553 02 30 413 33 41 35 419 4 50 44 5 33 3 0 30 3 32 415 451 4 4 4 3 333 335 34 40 3 421 2 0 2 2 0 5 0 39 352 33 253 25 255 2 25 29 311 33 3 351 2 254 235 25 23 25 312 29 3 21 23 21 23 220 239 290 2 1 202 220 204 222 205 223 9 21 25 0 190 20 191 20 192 209 233 254 2 3 1 194 10 19 11 19 220 239 2 19 13 10 15 11 1 20 225 215 2 10 14 11 15 12 1 19 2 204 221 152 15 153 1 154 1 1 203 193 210 4 15 129 5 15 159 1 193 200 13 113 139 151 0 152 10 1 191 1 1 100 133 4 1 5 12 1 1 13 115 115 12 13 1 1 139 155 19 11 15 103 103 122 133 112 123 1 9 12 155 1 92 92 0 11 1 100 11 129 3 15 9 12 2 2 3 113 11 90 1 1 13 150 3 15 4 4 5 10 10 1 110 119 109 133 5 13 150 51 9 9 3 10 115 9 129 0 12 133 5 0 0 4 102 111 9 1 135 115 129 0 55 55 42 9 9 0 99 10 1 120 131 105 125 135 50 50 3 2 2 55 9 9 4 11 125 9 121 131 120 50 9 9 113 1 11 12 110 0 0 4 1 1 2 105 105 0 1 123 101 5 5 42 5 5 5 9 9 4 110 120 93 Total values are limited by shear, moment, or deflection equal to L/10. Deflection values (Deflect.) are limited by live load deflection equal to L/0. Check the local building code for other deflection limits that may apply. Both the Total and Deflection columns must be checked. Where a Deflection value is not shown, the Total value will control. Table values apply to either simple or multiple span joists. is measured center to center of the minimum required bearing length. Analyze multiple span joists with the BC CALC software if the length of any span is less than half the length of an adjacent span. Slope roof joists at least 1 4 inch over 12 inches to minimize ponding. Table values assume minimum bearing lengths without web stiffeners for joist depths of 1 inches and less. 1 and 20 inch joists require web stiffeners. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC software. Allowable spans and loads shall be adjusted and checked for wind load as required by local building code.
Design Properties Series 5000 1. 000 1. 500 1. 0 2.0 90 2.0 [inches] 9½ 11⅞ 9½ 11⅞ 1 9½ 11⅞ 1 11⅞ 1 11⅞ 1 1 20 Weight [plf] Moment [ftlbs] El x 10 [lbin 2 ] K x 10 [lbs] Shear [lbs] End Reaction [lbs] Intermediate Reaction [lbs] 1½" Bearing 3½" Bearing 3½" Bearing 5¼" Bearing No WS (1) WS (2) No WS (1) WS (2) No WS (1) WS (2) No WS (1) WS (2) 2.0 0 10 5.0 5 950 1125 1125 125 2100 2350 2525 250 2.3 3150 5.0 125 950 25 25 5 2250 50 2525 00 2.5 335 390.0 125 950 1525 5 125 2350 50 2525 00 2.2 315 190 5.0 155 115 135 135 25 00 50 200 250 2.5 400 0.0 15 115 25 25 5 2500 50 2900 00 2. 415 40.0 1925 115 1525 1525 125 00 3150 2925 00 2.9 5495 35 9.0 215 115 125 1550 195 50 3350 2950 3350 2.3 3505 210 5.0 155 115 135 135 25 00 50 200 250 2. 4495 350.0 15 115 25 25 5 2500 50 2900 00 3.0 53 515.0 1925 115 1525 1525 125 00 3150 2925 00 3.2 05 95 9.0 215 115 125 1550 195 50 3350 2950 3350 2.9 235 4.0 15 115 25 25 5 250 50 00 50 3.1 440 35.0 1925 115 1525 1525 125 250 50 00 350 3.3 520 0 9.0 215 115 125 1550 195 250 350 00 350 3.9 9550 45.0 2150 25 150 100 1950 335 300 4000 40 4.1 11390 940.0 2350 50 1950 150 2150 00 350 4100 4450 4.4 150 125 9.0 2550 5 2150 1900 2350 25 4000 4200 450 4. 90 10 10.0 250 N/A (3) 20 N/A (3) 2550 N/A (3) 4150 N/A (3) 450 4. 1310 2100 11.0 50 N/A (3) 2500 N/A (3) 50 N/A (3) 40 N/A (3) 450 NOTES: (1) No web stiffeners required. (2) Web stiffeners required. Moment, shear and reactions values based upon a load duration of 100% and may be adjusted for other load durations. Design values listed are applicable for Allowable Stress Design (ASD). No additional repetitive member increase allowed. BUILDING CODE EVALUATION REPORTS ICC ESR 133 (IBC, IRC) Nailing Parallel to Glue Lines (Narrow Face) Nailing Perpendicular to Glue Lines (Wide Face) Diaphragm Table (1) Series 5000 000, 500 0, 90 Unblocked As permitted for 2x framing in building code As permitted for 3x framing in building code As permitted for 3x framing in building code = 5wl 4 wl + 2 34 EI K = deflection [in] w = uniform load [lb/in] l = clear span [in] EI = bending stiffness [lbin 2 ] K = shear deformation coefficient [lb] Closest Allowable Nail Spacing All s Nailing Perpendicular to Glue Line (Wide Face) Nailing Parallel to Glue Line (Narrow Face) Nail Size O.C. Spacing [inches] End of [inches] O.C. Spacing [inches] End of [inches] d Box 2 1½ 4 1½ d Common 2 1½ 4 3 10d & 12d Box 2 1½ 4 3 1d Box 2 1½ 4 3 10d & 12d Common 3 2 4 1d Sinker 3 2 4 1d Common 3 2 4 Diaphragm Capacity (2) (3) [lb/ft] Blocked 0 lb/ft for " nailing @ panel edges 425 lb/ft for 4" nailing, staggered, @ panel edges 30 lb/ft for " nailing @ panel edges 40 lb/ft for 4" nailing, staggered @ panel edges As permitted for 3x framing in building code with nail spacing no closer than 3" NOTES: If more than one row of nails is used, the rows must be offset at least ½ inch. Simpson StrongTie A35 connectors may be attached to the side of 0 & 90 joist flanges only. Use nails as specified by Simpson StrongTie; do not attach connectors on both sides of a flange at the same location. (1) See table of ICC ESR 133. (2) BCI joists may be substituted for solid sawn framing in horizontal wood diaphragms as shown in Table 2.3.1 of the IBC. (3) Limits conrolled by BCI closest allowable nail spacing limits.
Boise Cascade Rimboard 25 Boise Cascade Rimboard Product Profiles Perpendicular F0 F0A F5 Parallel Boise Cascade Rimboard Properties Product Type Vertical Capacity Uniform [plf] Point [lb] & Less 1" & 20" & Less 1" & 20" Maximum Floor Diaphragm Lateral Capacity [lb/ft] Specific Gravity for Lateral Nail Design Flexural Stress [lb/in 2 ] Allowable Design Values Modulus of Elasticity [lb/in 2 ] Horizontal Shear [lb/in 2 ] Compression Perpendicular to Grain [lb/in 2 ] 1⅛" BC RIM BOARD OSB (2) OSB 450 00 3500 3500 200 0.5 Limited span capabilities, see note 2 1¼" VERSASTRAND 0. (DURASTRAND) (3) OSB 500 3500 5900 5500 0 w/ d nails @ " 3 w/ d nails @ 4" (3) 11 00,000 355 15 1 5 / 1 " VERSALAM 1.4 100 (1) LVL 000 5450 4450 4450 Product d Box Closest Allowable Nail Spacing Narrow Face [in] d Common 10d & 12d Box 1d Box Permitted per building code for all nominal 2" thick framing blocked and unblocked diaphragms (4" nail spacing & greater) 10d, 12d Common & 1d Sinker 1 1 /" BC RIM BOARD OSB (2) 3 3 See note 2 for nailing information 1 1 /4" VERSASTRAND 0. (3) 4 4 4 4 4 1 5 / VERSALAM 1.4 100 (1) 3 3 3 3 4 1d Common 0.5 100 1,400,000 225 525 Notes 1. See ICC ESR 1040 for further product information. 2. See Performance Rated Rim Boards, APA EWS #W5J for further product information. 3. See ICC ESR 1053 for further product information. 4. Not all products and depths may be available. Check with Boise Cascade representative for product availability.
VERSALAM Products An Introduction to VERSALAM Products When you specify VERSALAM laminated veneer headers/beams, you are building quality into your design. They are excel lent as floor and roof framing supports or as headers for doors, windows and garage doors and columns. Because they have no camber, VERSALAM LVL products provide flatter, quieter floors, and consequently, the builder can expect happier customers with significantly fewer call backs. VERSALAM Beam Architectural Specifications Scope: This work includes the complete furnishing and installation of all VERSA LAM beams as shown on the drawings, herein specified and necessary to complete the work. Materials: Douglas FirLarch veneers, laminated in a press with all grain parallel with the length of the member. Glues used in lamination are phenol formaldehyde and isocyanate exteriortype adhesives which comply with ASTM D2559. Design: VERSALAM beams shall be sized and detailed to fit the dimensions and loads indicated on the plans. All designs shall be in accor dance with allowable values developed in accordance with ASTM D545 and listed in the governing code evaluation service's report and section properties based upon standard engineering principles. Verification of design of the VERSALAM beams by complete calculations shall be available upon request. Drawings: Additional drawings showing layout and detail necessary for determining fit and placement in the buildings are (are not) to be provided by the supplier. Fabrication: VERSALAM beams shall be manu factured in a plant evaluated for fabrication by the governing code evaluation service and under the supervision of a thirdparty inspection agency listed by the corresponding evaluation service. Storage and Installation: VERSALAM beams, if stored prior to erection, shall be stored on stickers spaced a maximum of 15 ft. apart. Beams shall be stored on a dry, level surface and protected from the weather. They shall be handled with care so they are not damaged. VERSALAM beams are to be installed in accordance with the plans and Boise Cascade EWP's Installation Guide. Temporary con struction loads which cause stresses beyond design limits are not permitted. Erection bracing shall be provided to assure adequate lateral support for the individual beams and the entire system until the sheathing material has been applied. Codes: VERSALAM beams shall be evaluated by a model code evaluation service. Allowable Holes in VERSALAM Beams Notes 1. Square and rectangular holes are not permitted. 2. Round holes may be drilled or cut with a hole saw anywhere within the shaded area of the beam. 3. The horizontal distance between adjacent holes must be at least two times the size of the larger hole. 4. Do not drill more than three access holes in any four foot long section of beam. 5. The maximum round hole diameter permitted is: Beam Max. Hole Diameter 5 1 /2" 3 /4" 1 /4" 1" 9 1 /4" and greater 2" See Note 3 1 /3 1 /3 1 /3 1 /3 1 /3 End Bearing Intermediate Bearing. These limitations apply to holes drilled for plumbing or wiring access only. The size and location of holes drilled for fasteners are governed by the provisions of the National Design Specification for Wood Construction.. Beams deflect under load. Size holes to provide clearance where required.. This hole chart is valid for beams supporting uniform load only. For beams supporting concentrated loads or for beams with larger holes, contact Boise Cascade EWP Engineering.
VERSALAM Beam Details 2 Bearing at concrete/masonry walls Beam to beam connector Bearing at column B01 Bearing for door or window header B02 B03 B04 Slope seat cut Bevel cut Beam to concrete/masonry walls Bearing framing into wall B0 DO NOT bevel cut VERSALAM beyond inside face of wall without approval from Boise Cascade EWP Engineering or BC CALC software analysis. B0 B0 B09 VERSALAM Installation Notes Minimum of ½" air space between beam and wall pocket or adequate barrier must be provided between beam and concrete/masonry. Adequate bearing shall be provided. If not shown on plans, please refer to load tables in your region's Specifier Guide. Number of Members 2 rows 1d Sinkers @ 12" 1. Design values apply to common bolts that conform to ANSI/ASME standard B1.21191 (ASTM A Grades A&B, SAE J429 Grades 1 or 2, or higher). A washer not less than a standard cut washer shall be between the wood and the bolt head and between the wood and the nut. The distance from the edge of the beam to the bolt holes must be at least 2" for 1 /2" bolts and 2 1 /2" for 5 /" bolts. Bolt holes shall be the same diameter as the bolt. Multiple Member Connectors Sideed Applications Maximum Uniform Side [plf] Nailed 1 / 2" Dia. Through Bolt (1) 5 / " Dia. Through Bolt (1) 3 rows 1d 2 rows @ 2 rows @ 2 rows 2 rows @ 2 rows @ Sinkers @ " 12" @ " " 12" 12" staggered staggered staggered staggered staggered 2 rows @ " staggered 1 3 / 4 " VERSALAM (s of 1" and less) 2 40 05 505 1010 2020 50 1120 25 3 (2) 350 525 35 55 1515 420 40 15 4 (3) use bolt schedule 335 0 15 30 45 95 3 1 / 2 " VERSALAM 2 (3) use bolt schedule 55 115 N/A 1125 2250 N/A Toped Applications 2. The nail schedules shown apply to both sides of a three member beam. 3. " wide beams must be toploaded or loaded from both sides. For toploaded beams and beams with side loads with less than those shown: Maximum Uniform Plies Nailing From One Side VERSALAM beams are intended for interior applications only and should be kept as dry as possible during construction. Continuous lateral support of top of beam shall be provided (side or top bearing framing). Designing Connections for Multiple VERSALAM Members When using multiple ply VERSALAM beams to create a wider member, the connection of the plies is as critical as determining the beam size. When side loaded beams are not connected properly, the inside plies do not support their share of the load and thus the load carrying capacity of the full member decreases significantly. The following is an example of how to size and connect a multipleply VERSALAM floor beam. Given: Beam shown below is supporting residential floor load (40 psf live load, 10 psf dead load) and is spanning 1'0". Beam depth is limited to. ' 1' Hangers not shown for clarity Find: A multiple 1 3 /4" ply VERSALAM that is adequate to support the design loads and the member's proper connection schedule. (2) 1 3 /4" plies 11 /" & less 2 rows 1d box/sinker nails @ 12" 400 plf 1" 3 rows 1d box/sinker nails @ 12" 00 plf 11 /" & less 2 rows 1d box/sinker nails @ 12" 0 plf 1" 3 rows 1d box/sinker nails @ 12" 450 plf (4) 1 3 /4" plies 1" & less 2 rows 1 /2" bolts @ ", staggered 335 plf (2) 3 1 /2" plies 1" & less 2 rows 1 /2" bolts @ ", staggered 55 plf 20" " 3 rows 1 /2" bolts @ ", staggered every " 15 plf 1. Beams wider than " must be designed by the engineer of record. 2. All values in these tables may be increased by 15% for snowload roofs and by 25% for nonsnow load roofs where the building code allows. 3. Use allowable load tables or BC CALC software to size beams. 4. An equivalent specific gravity of 0.5 may be used when designing specific connections with VERSALAM. 5. Connection values are based upon the 2005 NDS.. FastenMaster TrussLok, Simpson StrongTie SDW or SDS, and USP WS screws may also be used to connect multiple member VERSALAM beams, contact Boise Cascade EWP Engineering for further information. 1. Calculate the tributary width that beam is supporting: ' / 2 + 1' / 2 = 1'. 2. Use PLF tables on pages of WSG or BC CALC to size beam. A Triple VERSALAM 2.0 00 1 3 /4" x is found to adequately support the design loads. 3. Calculate the maximum plf load from one side (the right side in this case). Max. Side = (1' / 2) x (40 + 10 psf) = 450 plf 4. Go to the Multiple Member Connection Table, Sideed Applications, 1 3 /4" VERSALAM, 3 members 5. The proper connection schedule must have a capacity greater than the max. side load: Nailed: 3 rows 1d sinkers @ 12" o.c: 525 plf is greater than 450 plf OK Bolts: 1 /2" diameter 2 rows @ 12" staggered: 55 plf is greater than 450 plf OK
VERSALAM Floor Tables VERSALAM 2.0 00 and 2.0 3100 (100% Duration) KEY TO TABLE Top Figure Allowable Total [plf] Middle Figure Allowable [plf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] 1¾" VERSALAM 2.0 00 (1) 3½" VERSALAM 2.0 3100 5¼" VERSALAM 2.0 3100 " VERSALAM 2.0 3100 [ft] ¼" 9½" (2) 1" (2) ¼" 9½" 1" 9½" 1" 20" 1" 20" " 3 103 25 19 2194 1 15 212 50 3591 43 52 3190 425 53 53 51 4 500 13 104 1044 1045 2 1525 1. / 4.4 2.4 /.1 3.3 /.2 4.1 / 10.3 5 / 12. / 15 1. / 4.4 2.4 /.1 3.3 /.2 4.1 / 10.3 5 / 12. / 15 2.4 /.1 3.3 /.2 4.1 / 10.3 5 / 12. / 15 / 15 3.3 /.2 4.1 / 10.3 5 / 12. / 15 / 15 / 15 111 45 142 204 1229 154 22 9 4 4 3 43 52 221 23 444 5 9 295 94 95 40 90 1. / 4.1 2.4 / 5.9 3.1 /. 3.9 / 9. 4. / 11.5. / 13.9 1. / 4.1 2.4 / 5.9 3.1 /. 3.9 / 9. 4. / 11.5. / 13.9 2.4 / 5.9 3.1 /. 3.9 / 9. 4. / 11.5. / 13.9 / 15 3.1 /. 3.9 / 9. 4. / 11.5. / 13.9 / 15 / 15 40 4 99 120 44 102 939 93 195 1 04 2239 293 3 4331 510 59 391 4 55 0 39 2 43 4 211 1.5 / 3. 2.3 / 5. 3 /.5 3. / 9.3 4.4 / 11.1 5.2 / 13 1.5 / 3. 2.3 / 5. 3 /.5 3. / 9.3 4.4 / 11.1 5.2 / 13 2.3 / 5. 3 /.5 3. / 9.3 4.4 / 11.1 5.2 / 13 / 15 3 /.5 3. / 9.3 4.4 / 11.1 5.2 / 13 / 15 / 15 33 1 4 103 12 43 1 123 193 20 5 155 2539 3113 39 43 5013 33 4151 49 51 4 95 9 2 50 452 101 1525 1.5 / 3 2.1 / 5.3 2.9 /.3 3. /.9 4.3 / 10. 5 / 12.4 1.5 / 3 2.1 / 5.3 2.9 /.3 3. /.9 4.3 / 10. 5 / 12.4 2.1 / 5.3 2.9 /.3 3. /.9 4.3 / 10. 5 / 12.4 5. /.4 2.9 /.3 3. /.9 4.3 / 10. 5 / 12.4 5. /.4 / 15 4 500 45 909 105 1252 4 1000 91 119 2150 2504 1500 223 2 25 35 43 291 33 4299 500 5 25 10 15 30 9 41 4 1111 211 94 1.5 / 3 1.9 / 4. 2.9 /.1 3.5 /. 4.1 / 10.3 4. / 12 1.5 / 3 1.9 / 4. 2.9 /.1 3.5 /. 4.1 / 10.3 4. / 12 1.9 / 4. 2.9 /.1 3.5 /. 4.1 / 10.3 4. / 12 5.5 / 13. 2.9 /.1 3.5 /. 4.1 / 10.3 4. / 12 5.5 / 13. / 15 12 412 09 953 1105 35 25 10 11 190 2211 123 190 5 331 303 2520 3 311 4422 501 54 11 1 2 544 55 10 35 131 215 1.5 / 3 1. / 4.4 2. /. 3.4 /.5 4 / 10.1 4. / 11. 1.5 / 3 1. / 4.4 2. /. 3.4 /.5 4 / 10.1 4. / 11. 1. / 4.4 2. /. 3.4 /.5 4 / 10.1 4. / 11.5.4 / 13.4 2. /. 3.4 /.5 4 / 10.1 4. / 11.5.4 / 13.4 / 15 0 31 5 22 5 99 29 35 105 44 111 199 952 155 21 25 29 3393 21 9 22 395 45 520 12 95 2 419 191 429 3 132 43 125 205 15 245 1.5 / 3 1.5 / 3. 2.4 /.1 3.3 /.3 3.9 / 9.9 4. / 11.4 1.5 / 3 1.5 / 3. 2.4 /.1 3.3 /.3 3.9 / 9.9 4. / 11.4 1.5 / 3. 2.4 /.1 3.3 /.3 3.9 / 9.9 4. / 11.4 5.2 / 13 2.4 /.1 3.3 /.3 3.9 / 9.9 4. / 11.4 5.2 / 13 / 15 109 9 449 95 21 49 99 1229 1552 191 4 1 3 23 2 19 5 3104 351 403 403 13 5 19 9 540 150 33 59 109 50 9 119 131 2159 1.5 / 3 1.5 / 3.1 2.3 / 5. 3.1 /. 3.9 / 9. 4.5 / 11.2 1.5 / 3 1.5 / 3.1 2.3 / 5. 3.1 /. 3.9 / 9. 4.5 / 11.2 1.5 / 3.1 2.3 / 5. 3.1 /. 3.9 / 9. 4.5 / 11.2 5.1 / 12. 2.3 / 5. 3.1 /. 3.9 / 9. 4.5 / 11.2 5.1 / 12. / 15 19 3 529 2 1 14 39 4 105 133 135 595 110 15 2045 52 29 154 211 2 0 319 445 0 135 4 4 45 120 20 52 4 1290 405 91 129 1935 1055 1 250 1.5 / 3 1.5 / 3 2.1 / 5.2 2.9 /.1 3. / 9.2 4.4 / 11 1.5 / 3 1.5 / 3 2.1 / 5.2 2.9 /.1 3. / 9.2 4.4 / 11 1.5 / 3 2.1 / 5.2 2.9 /.1 3. / 9.2 4.4 / 11 5 / 12.5 2.1 / 5.2 2.9 /.1 3. / 9.2 4.4 / 11 5 / 12.5 / 15 0 10 31 40 593 41 0 1 920 11 3 41 949 130 1 22 251 15 0 231 295 15 415 15 49 110 2 351 5 9 220 429 03 1049 9 43 1054 153 5 05 209 1.5 / 3 1.5 / 3 1. / 4. 2. /. 3.4 /. 4.3 / 10. 1.5 / 3 1.5 / 3 1. / 4. 2. /. 3.4 /. 4.3 / 10. 1.5 / 3 1. / 4. 2. /. 3.4 /. 4.3 / 10. 4.9 / 12.3 1. / 4. 2. /. 3.4 /. 4.3 / 10. 4.9 / 12.3 / 15 5 131 0 403 520 51 1 3 519 0 1040 11 394 9 1210 150 1952 23 1039 1 200 02 315 394 1 40 1.5 / 3 90 1.5 / 3 1 1. / 4 9 2.5 /.2 4 3.2 / 15 4 / 10 0 1.5 / 3 11 1.5 / 3 353 1. / 4 59 2.5 /.2 4 3.2 / 12 4 / 10 21 1.5 / 3 5 1. / 4 2.5 /.2 129 3.2 / 4 / 10 4.9 / 12.2 0 1. / 4 115 2.5 /.2 1 3.2 / 1 4 / 10 4.9 / 12.2 / 15 109 21 35 40 55 94 21 431 11 920 1151 4 10 130 1 2109 2 23 0 22 12 35 1 5 1 30 513 151 295 43 20 10 2 442 101 1539 59 95 41 2052 1.5 / 3 1.5 / 3. 2.3 / 5.9 3 /. 3. / 9.4 1.5 / 3 1.5 / 3 1.5 / 3. 2.3 / 5.9 3 /. 3. / 9.4 1.5 / 3 1.5 / 3. 2.3 / 5.9 3 /. 3. / 9.4 4. / 11.5 1.5 / 3. 2.3 / 5.9 3 /. 3. / 9.4 4. / 11.5 / 15 91 11 299 409 512 12 32 59 19 1025 23 542 9 12 153 1 23 1195 13 2049 2504 0 1 4 1 203 3 4 5 12 40 0 4 191 32 10 910 129 1 49 13 12 1 231 1.5 / 3 1.5 / 3.2 2.1 / 5.2 2.9 /.1 3. /.9 1.5 / 3 1.5 / 3 1.5 / 3.2 2.1 / 5.2 2.9 /.1 3. /.9 1.5 / 3 1.5 / 3.2 2.1 / 5.2 2.9 /.1 3. /.9 4.4 / 10.9 1.5 / 3.2 2.1 / 5.2 2.9 /.1 3. /.9 4.4 / 10.9 5.9 /. 153 253 3 459 153 50 33 91 2 459 59 1100 13 13 12 1012 13 24 314 19 54 105 13 25 3 4 10 211 51 35 12 31 519 4 1102 1512 422 91 10 0 201 1.5 / 3 1.5 / 3 1.9 / 4. 2. /. 3.4 /.5 1.5 / 3 1.5 / 3 1.5 / 3 1.9 / 4. 2. /. 3.4 /.5 1.5 / 3 1.5 / 3 1.9 / 4. 2. /. 3.4 /.5 4.1 / 10.3 1.5 / 3 1.9 / 4. 2. /. 3.4 /.5 4.1 / 10.3 5. /. 5 1 21 5 413 55 1 1 4 49 2 19 391 4 94 10 151 521 4 1299 154 2022 0 20 4 90 221 315 41 93 11 29 442 139 21 445 4 945 129 32 593 5 10 1 1.5 / 3 1.5 / 3 1. / 4.2 2.5 /.3 3.2 / 1.5 / 3 1.5 / 3 1.5 / 3 1. / 4.2 2.5 /.3 3.2 / 1.5 / 3 1.5 / 3 1. / 4.2 2.5 /.3 3.2 / 3.9 / 9. 1.5 / 3 1. / 4.2 2.5 /.3 3.2 / 3.9 / 9. 5.5 / 13. 9 11 2 0 9 193 1 44 1 4 290 42 1021 1 3 43 99 131 15 235 22 111 1 23 0 13 223 3 43 104 204 3 499 10 94 22 445 5 94 1299 24 1.5 / 3 1.5 / 3.5 2.1 / 5.2 2.9 /.3 1.5 / 3 1.5 / 3 1.5 / 3.5 2.1 / 5.2 2.9 /.3 1.5 / 3 1.5 / 3 1.5 / 3.5 2.1 / 5.2 2.9 /.3 3. /.9 1.5 / 3 1.5 / 3.5 2.1 / 5.2 2.9 /.3 3. /.9 5 / 12. 3 122 15 5 2 5 30 531 10 220 3 555 9 1045 293 49 39 101 1393 193 52 1 12 54 105 12 25 35 0 15 25 34 54 50 209 3 512 29 1000 1 1.5 / 3 1.5 / 3 1. / 4.4 2.5 /.3 1.5 / 3 1.5 / 3 1.5 / 3 1. / 4.4 2.5 /.3 1.5 / 3 1.5 / 3 1.5 / 3 1. / 4.4 2.5 /.3 3.3 /.2 1.5 / 3 1.5 / 3 1. / 4.4 2.5 /.3 3.3 /.2 4. / 11.5 5 95 4 20 55 113 190 4 2 19 5 4 21 5 2 30 55 14 15 41 101 3 42 2 135 201 3 1 202 2 4 590 15 20 403 54 1359 1.5 / 3 1.5 / 3 1.5 / 3. 2.1 / 5.3 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3. 2.1 / 5.3 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3. 2.1 / 5.3 2.9 /.3 1.5 / 3 1.5 / 3 1.5 / 3. 2.1 / 5.3 2.9 /.3 4.3 / 10. 5 1 14 9 22 3 3 1 2 1 492 2 1 299 455 5 909 3 54 1 115 10 11 2 51 99 12 2 4 42 1 21 2 459 10 1.5 / 3 1.5 / 3.2 1. / 4. 1.5 / 3 1.5 / 3 1.5 / 3.2 1. / 4. 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3.2 1. / 4. 2.5 /.3 1.5 / 3 1.5 / 3 1.5 / 3.2 1. / 4. 2.5 /.3 4 / 9.9 0 91 1 0 119 12 4 105 19 23 39 549 139 23 35 5 1 44 93 54 131 1 0 1 19 0 34 10 1 2 33 512 5 1.5 / 3 1.5 / 3 1. / 4 1.5 / 3 1.5 / 3 1.5 / 3 1. / 4 1.5 / 3 1.5 / 3 1.5 / 3 1. / 4 2.2 / 5.5 1.5 / 3 1.5 / 3 1.5 / 3 1. / 4 2.2 / 5.5 3. / 9.2 (1) For 2ply, 3ply or 4ply beams; double, triple or quadruple Allowable Total and Allowable values. Minimum Required Bearing Lengths remain the same for any number of plies. (2) 1¾ inch members deeper than inches are to be used as multiplemember beams only. Total values are limited by shear, moment or deflection equal to L/0. Total values are the capacity of the beam in addition to its own weight. values are limited by deflection equal to L/30. Check the local building code for other deflection limits that may apply. Where a value is not shown, the Total value will control. Table values represent the most restrictive of simple or multiple span applications. is measured center to center of the supports. Analyze multiple span beams with the BC CALC software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the compression edge of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC software.
VERSALAM Roof Tables 29 VERSALAM 2.0 00 and 2.0 3100 (115% Duration) Top Figure Allowable Total [plf] KEY TO TABLE Middle Figure Allowable [plf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] [ft] 9 10 11 12 13 15 1 1 1 19 20 22 1¾" VERSALAM 2.0 00 (1) 3½" VERSALAM 2.0 3100 5¼" VERSALAM 2.0 3100 " VERSALAM 2.0 3100 ¼" 9½" (2) 1" (2) ¼" 9½" 1" 9½" 1" 20" 1" 20" " 12 140 20 25 1 15 4 9 41 5049 52 31 4919 19 53 51 4 55 4 1009 104 1044 1045 2 / 5 2. / 3. / 9.4 4. / 11. 5. /.5 / 15 2 / 5 2. / 3. / 9.4 4. / 11. 5. /.5 / 15 2. / 3. / 9.4 4. / 11. 5. /.5 / 15 / 15 3. / 9.4 4. / 11. 5. /.5 / 15 / 15 / 15 0 1009 133 12 2004 22 2019 2 35 400 444 400 49 013 23 54 49 01 9 94 95 1.9 / 4. 2. /. 3. /.9 4.4 / 11.1 5.4 / 13.4 / 15 1.9 / 4. 2. /. 3. /.9 4.4 / 11.1 5.4 / 13.4 / 15 2. /. 3. /.9 4.4 / 11.1 5.4 / 13.4 / 15 / 15 3. /.9 4.4 / 11.1 5.4 / 13.4 / 15 / 15 / 15 541 59 112 1390 11 195 101 11 2254 20 33 391 25 331 411 494 55 59 450 551 45 39 42 95 1. / 4.1 2. /. 3.5 /. 4.3 / 10. 5.1 / 12. / 15 1. / 4.1 2. /. 3.5 /. 4.3 / 10. 5.1 / 12. / 15 2. /. 3.5 /. 4.3 / 10. 5.1 / 12. / 15 / 15 3.5 /. 4.3 / 10. 5.1 / 12. / 15 / 15 / 15 4 12 94 1194 1 10 53 23 194 239 3 31 2135 2923 353 4255 491 5223 39 4 53 42 94 95 339 1.5 / 3. 2.5 /.1 3.4 /.4 4.1 / 10.3 4.9 / 12.2 5. /.3 1.5 / 3. 2.5 /.1 3.4 /.4 4.1 / 10.3 4.9 / 12.2 5. /.3 2.5 /.1 3.4 /.4 4.1 / 10.3 4.9 / 12.2 5. /.3 / 15 3.4 /.4 4.1 / 10.3 4.9 / 12.2 5. /.3 / 15 / 15 3 5 5 104 123 41 52 1151 11 2094 4 2 12 254 30 311 43 49 31 41 4949 54 4 25 55 494 1111 1 1.5 / 3.1 2.2 / 5.5 3.3 /.2 4 / 10 4. / 11.95.5 / 13. 1.5 / 3.1 2.2 / 5.5 3.3 /.2 4 / 10 4. / 11.95.5 / 13. 2.2 / 5.5 3.3 /.2 4 / 10 4. / 11.95.5 / 13. / 15 3.3 /.2 4 / 10 4. / 11.95.5 / 13. / 15 / 15 4 45 25 9 109 122 4 950 50 13 2194 2545 25 21 295 90 31 4 2901 3 43 5090 591 54 1 41 31 35 1253 1.5 / 3 2 / 5 3.1 /. 3.9 / 9. 4. / 11. 5.4 / 13.4 1.5 / 3 2 / 5 3.1 /. 3.9 / 9. 4. / 11. 5.4 / 13.4 2 / 5 3.1 /. 3.9 / 9. 4. / 11. 5.4 / 13.4 / 15 3.1 /. 3.9 / 9. 4. / 11. 5.4 / 13.4 / 15 / 15 1 39 09 31 95 1139 35 9 121 13 190 22 1195 1 94 2955 1 390 33 3940 455 520 520 3 2 43 95 1.5 / 3 1. / 4. 2. / 3. / 9. 4.5 / 11.3 5.2 / 13.1 1.5 / 3 1. / 4. 2. / 3. / 9. 4.5 / 11.3 5.2 / 13.1 1. / 4. 2. / 3. / 9. 4.5 / 11.3 5.2 / 13.1 / 15 2. / 3. / 9. 4.5 / 11.3 5.2 / 13.1 / 15 / 15 333 51 0 94 1031 293 1035 15 1 202 999 1553 2123 1 92 3525 201 354 4123 401 403 112 253 494 225 50 9 59 2 19 1.5 / 3 1. / 4.2 2. /.5 3.5 /. 4.5 / 11.2 5.1 / 12.9 1.5 / 3 1. / 4.2 2. /.5 3.5 /. 4.5 / 11.2 5.1 / 12.9 1. / 4.2 2. /.5 3.5 /. 4.5 / 11.2 5.1 / 12.9 5.9 /. 2. /.5 3.5 /. 4.5 / 11.2 5.1 / 12.9 5.9 /. / 15 11 44 09 5 941 2 5 91 121 150 13 9 133 1 2355 12 13 3 3139 35 43 445 90 203 39 10 405 91 0 11 152 1.5 / 3 1.5 / 3. 2.4 / 3.3 /.2 4.2 / 10. 5.1 / 12. 1.5 / 3 1.5 / 3. 2.4 / 3.3 /.2 4.2 / 10. 5.1 / 12. 1.5 / 3. 2.4 / 3.3 /.2 4.2 / 10. 5.1 / 12. 5. /.4 2.4 / 3.3 /.2 4.2 / 10. 5.1 / 12. 5. /.4 / 15 94 215 3 5 3 54 19 431 5 100 13 10 4 113 1590 204 251 2949 1550 2119 231 15 39 415 3 15 2 52 9 43 1054 494 95 151 1 210 1.5 / 3 1.5 / 3.1 2.2 / 5. 3.1 /. 3.9 / 9.9 4.9 / 12.3 1.5 / 3 1.5 / 3.1 2.2 / 5. 3.1 /. 3.9 / 9.9 4.9 / 12.3 1.5 / 3.1 2.2 / 5. 3.1 /. 3.9 / 9.9 4.9 / 12.35. /.2 2.2 / 5. 3.1 /. 3.9 / 9.9 4.9 / 12.35. /.2 / 15 1 0 45 599 49 154 353 0 9 119 99 5 1020 1395 19 2 130 10 239 299 335 394 0 13 5 4 121 21 5 40 95 13 100 13 1.5 / 3 1.5 / 3 2.1 / 5.3 2.9 /.2 3. / 9.2 4. / 11.5 1.5 / 3 1.5 / 3 2.1 / 5.3 2.9 /.2 3. / 9.2 4. / 11.5 1.5 / 3 2.1 / 5.3 2.9 /.2 3. / 9.2 4. / 11.5 5. / 2.1 / 5.3 2.9 /.2 3. / 9.2 4. / 11.5 5. / / 15 4 9 411 5 3 1 293 5 22 100 13 440 1233 1590 199 29 115 144 2120 52 39 33 50 113 221 32 101 2 442 339 3 10 4 4 1.5 / 3 1.5 / 3 1.9 / 4. 2. /. 3.5 /. 4.3 / 10.9 1.5 / 3 1.5 / 3 1.9 / 4. 2. /. 3.5 /. 4.3 / 10.9 1.5 / 3 1.9 / 4. 2. /. 3.5 /. 4.3 / 10.9 5.3 / 13.3 1.9 / 4. 2. /. 3.5 /. 4.3 / 10.9 5.3 / 13.3 / 15 53 123 3 3 42 590 10 4 944 111 3 109 1 11 214 91 4 1 232 5 5 42 95 1 5 455 5 191 32 10 910 55 915 13 44 1220 121 1.5 / 3 1.5 / 3 1. / 4.3 2. /.4 3.3 /.2 4.1 / 10.3 1.5 / 3 1.5 / 3 1. / 4.3 2. /.4 3.3 /.2 4.1 / 10.3 1.5 / 3 1. / 4.3 2. /.4 3.3 /.2 4.1 / 10.3 5 / 12.5 1. / 4.3 2. /.4 3.3 /.2 4.1 / 10.3 5 / 12.5 / 15 104 20 3 423 529 90 20 411 5 4 105 311 1 94 19 15 1939 23 1311 191 211 25 3 1 15 259 3 2 12 31 519 4 3 45 111 33 103 154 1.5 / 3 1.5 / 3. 2.4 / 3.1 /. 3.9 / 9. 1.5 / 3 1.5 / 3 1.5 / 3. 2.4 / 3.1 /. 3.9 / 9. 1.5 / 3 1.5 / 3. 2.4 / 3.1 /. 3.9 / 9. 4. / 11.9 1.5 / 3. 2.4 / 3.1 /. 3.9 / 9. 4. / 11.9 / 15 1 290 31 4 1 351 50 2 953 5 52 0 13 14 02 110 15 190 23 310 9 13 222 3 43 2 139 21 445 4 945 20 40 99 1 543 9 1 190 1.5 / 3 1.5 / 3.4 2.3 / 5. 3 /.4 3. / 9.2 1.5 / 3 1.5 / 3 1.5 / 3.4 2.3 / 5. 3 /.4 3. / 9.2 1.5 / 3 1.5 / 3.4 2.3 / 5. 3 /.4 3. / 9.2 4.5 / 11.3 1.5 / 3.4 2.3 / 5. 3 /.4 3. / 9.2 4.5 / 11.3 / 15 5 131 21 3 393 55 131 1 433 2 5 19 392 49 941 11 40 522 1254 150 1920 21 52 102 1 9 355 4 104 204 3 499 10 15 501 4 105 40 99 20 1.5 / 3 1.5 / 3 1.9 / 4. 2. /. 3.4 /.4 1.5 / 3 1.5 / 3 1.5 / 3 1.9 / 4. 2. /. 3.4 /.4 1.5 / 3 1.5 / 3 1.9 / 4. 2. /. 3.4 /.4 4.1 / 10.2 1.5 / 3 1.9 / 4. 2. /. 3.4 /.4 4.1 / 10.2 5. /.5 99 15 9 9 99 199 3 49 5 29 49 4 9 1205 39 1 995 13 10 22 9 129 192 23 0 15 25 34 54 121 23 3 5 20 1125 3 515 1094 1500 1.5 / 3 1. / 3.9 2.3 / 5.9 3.1 /. 1.5 / 3 1.5 / 3 1. / 3.9 2.3 / 5.9 3.1 /. 1.5 / 3 1.5 / 3 1. / 3.9 2.3 / 5.9 3.1 /. 3. / 9.4 1.5 / 3 1. / 3.9 2.3 / 5.9 3.1 /. 3. / 9.4 5.3 / 13.3 129 194 29 154 25 3 55 1 231 3 53 3 1023 515 1115 134 1933 2 101 151 215 3 1 202 2 4 95 15 4 453 45 5 405 04 0 110 1.5 / 3 1.5 / 3.3 2 / 5 2. /.1 1.5 / 3 1.5 / 3 1.5 / 3.3 2 / 5 2. /.1 1.5 / 3 1.5 / 3 1.5 / 3.3 2 / 5 2. /.1 3.5 /. 1.5 / 3 1.5 / 3.3 2 / 5 2. /.1 3.5 /. 4.9 / 12.2 1 102 154 221 59 121 203 443 12 5 42 4 2 40 1 111 10 49 1 121 12 51 99 12 2 4 3 33 51 09 19 3 44 9 945 133 1.5 / 3 1.5 / 3 1. / 4.3 2.4 /.1 1.5 / 3 1.5 / 3 1.5 / 3 1. / 4.3 2.4 /.1 1.5 / 3 1.5 / 3 1.5 / 3 1. / 4.3 2.4 /.1 3.2 / 1.5 / 3 1.5 / 3 1. / 4.3 2.4 /.1 3.2 / 4.5 / 11.4 2 1 19 9 13 35 0 5 5 32 53 41 193 3 49 9 41 9 0 0 1 19 0 2 121 19 295 420 5 11 3 393 50 1 1.5 / 3 1.5 / 3. 2.1 / 5.3 1.5 / 3 1.5 / 3 1.5 / 3. 2.1 / 5.3 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3. 2.1 / 5.3 2.9 /.3 1.5 / 3 1.5 / 3 1.5 / 3. 2.1 / 5.3 2.9 /.3 4.2 / 10. (1) For 2ply, 3ply or 4ply beams; double, triple or quadruple Allowable Total and Allowable values. Minimum Required Bearing Lengths remain the same for any number of plies. (2) 1¾ inch members deeper than inches are to be used as multiplemember beams only. Total values are limited by shear, moment or deflection equal to L/10. Total values are the capacity of the beam in addition to its own weight. values are limited by deflection equal to L/0. Check the local building code for other deflection limits that may apply. Where a value is not shown, the Total value will control. Table values represent the most restrictive of simple or multiple span applications. is measured center to center of the supports. Analyze multiple span beams with the BC CALC software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the compression edge of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC software.
VERSALAM Roof Tables VERSALAM 2.0 00 and 2.0 3100 (125% Duration) Top Figure Allowable Total [plf] KEY TO TABLE Middle Figure Allowable [plf] Bottom Figures Minimum Required Bearing Length at End / Intermediate Supports [inches] [ft] 9 10 11 12 13 15 1 1 1 19 20 22 1¾" VERSALAM 2.0 00 (1) 3½" VERSALAM 2.0 3100 5¼" VERSALAM 2.0 3100 " VERSALAM 2.0 3100 ¼" 9½" (2) 1" (2) ¼" 9½" 1" 9½" 1" 20" 1" 20" " 955 13 13 1 1 1909 1 355 4492 523 52 3991 5 3 53 51 4 131 94 1041 104 1044 1045 2.2 / 5.5 3.1 /. 4.1 / 10.2 5.1 / 12.9 / 15 / 15 2.2 / 5.5 3.1 /. 4.1 / 10.2 5.1 / 12.9 / 15 / 15 3.1 /. 4.1 / 10.2 5.1 / 12.9 / 15 / 15 / 15 4.1 / 10.2 5.1 / 12.9 / 15 / 15 / 15 / 15 9 109 53 10 219 22 153 2195 2905 315 435 444 93 435 5422 53 23 510 229 1 9 94 95 20 40 2.1 / 5.1 2.9 /.3 3.9 / 9. 4. / 12.1 5. /. / 15 2.1 / 5.1 2.9 /.3 3.9 / 9. 4. / 12.1 5. /. / 15 2.9 /.3 3.9 / 9. 4. / 12.1 5. /. / 15 / 15 3.9 / 9. 4. / 12.1 5. /. / 15 / 15 / 15 5 9 1225 1512 10 191 11 1 51 23 313 3921 02 3 4535 5419 52 59 4901 04 2 43 39 42 95 1. / 4.5 2.9 /.1 3. / 9.4 4. / 11. 5.5 / 13. / 15 1. / 4.5 2.9 /.1 3. / 9.4 4. / 11. 5.5 / 13. / 15 2.9 /.1 3. / 9.4 4. / 11. 5.5 / 13. / 15 / 15 3. / 9.4 4. / 11. 5.5 / 13. / 15 / 15 / 15 44 4 1059 1299 1542 142 9 154 2119 259 5 4 22 31 39 42 52 5223 423 5195 19 9 94 95 339 2 1525 2 1.5 / 3.9 2. /. 3. / 9.1 4.5 / 11.2 5.3 / 13.3 / 15 1.5 / 3.9 2. /. 3. / 9.1 4.5 / 11.2 5.3 / 13.3 / 15 2. /. 3. / 9.1 4.5 / 11.2 5.3 / 13.3 / 15 / 15 3. / 9.1 4.5 / 11.2 5.3 / 13.3 / 15 / 15 / 15 3 933 113 15 15 52 1252 1 22 91 31 1 299 15 403 401 49 3 4554 531 4 25 55 494 1111 1 1.5 / 3.1 2.4 / 3. /.9 4.4 / 10.9 5.2 / 12.9 / 15 1.5 / 3.1 2.4 / 3. /.9 4.4 / 10.9 5.2 / 12.9 / 15 2.4 / 3. /.9 4.4 / 10.9 5.2 / 12.9 / 15 / 15 3. /.9 4.4 / 10.9 5.2 / 12.9 / 15 / 15 / 15 4 51 9 1013 1193 134 4 1033 15 20 23 2 1550 23 39 35 4151 4 3155 4052 41 5535 591 54 1 41 31 35 1253 1.5 / 3 2.2 / 5.5 3.3 /.3 4.3 / 10. 5 / 12. 5. /. 1.5 / 3 2.2 / 5.5 3.3 /.3 4.3 / 10. 5 / 12. 5. /. 2.2 / 5.5 3.3 /.3 4.3 / 10. 5 / 12. 5. /. / 15 3.3 /.3 4.3 / 10. 5 / 12. 5. /. / 15 / 15 1 425 2 904 101 1239 35 49 13 109 22 124 19 213 31 3911 4 31 45 4955 52 520 3 2 43 125 95 2512 1.5 / 3 2 / 4.9 3.1 /. 4.2 / 10.4 4.9 / 12.3 5. /.3 1.5 / 3 2 / 4.9 3.1 /. 4.2 / 10.4 4.9 / 12.3 5. /.3 2 / 4.9 3.1 /. 4.2 / 10.4 4.9 / 12.3 5. /.3 / 15 3.1 /. 4.2 / 10.4 4.9 / 12.3 5. /.3 / 15 / 15 333 53 0 92 1121 293 11 1539 1944 22 999 190 29 291 333 30 2253 3 445 410 403 112 253 494 225 50 9 59 2 19 1.5 / 3 1. / 4.2 2. / 3. / 9. 4. / 12.1 5. / 1.5 / 3 1. / 4.2 2. / 3. / 9. 4. / 12.1 5. / 1. / 4.2 2. / 3. / 9. 4. / 12.1 5. / / 15 2. / 3. / 9. 4. / 12.1 5. / / 15 / 15 11 45 3 54 10 2 5 90 15 10 204 9 55 19 251 1 3 1939 51 15 4095 444 445 90 203 39 4 10 405 91 129 0 11 1944 152 2593 1.5 / 3 1.5 / 3. 2. /.5 3. /.9 4. / 11.5 5.5 / 13. 1.5 / 3 1.5 / 3. 2. /.5 3. /.9 4. / 11.5 5.5 / 13. 1.5 / 3. 2. /.5 3. /.9 4. / 11.5 5.5 / 13. / 15 2. /.5 3. /.9 4. / 11.5 5.5 / 13. / 15 / 15 94 215 422 5 43 929 19 431 43 1153 15 4 15 129 22 2 3123 1 2 291 315 414 415 3 15 2 52 9 43 1054 494 95 151 1 210 1.5 / 3 1.5 / 3.1 2.4 /.1 3.3 /.3 4.3 / 10. 5.4 / 13.4 1.5 / 3 1.5 / 3.1 2.4 /.1 3.3 /.3 4.3 / 10. 5.4 / 13.4 1.5 / 3.1 2.4 /.1 3.3 /.3 4.3 / 10. 5.4 / 13.4 / 15 2.4 /.1 3.3 /.3 4.3 / 10. 5.4 / 13.4 / 15 / 15 1 50 52 15 154 353 9 1012 131 5 1044 151 195 4 29 1392 20 0 31 3902 394 0 13 5 4 4 121 21 5 129 40 95 13 1944 100 13 2593 1.5 / 3 1.5 / 3 2.2 / 5.4 3.1 /. 4 / 10 5 / 12.5 1.5 / 3 1.5 / 3 2.2 / 5.4 3.1 /. 4 / 10 5 / 12.5 1.5 / 3 2.2 / 5.4 3.1 /. 4 / 10 5 / 12.5 / 15 2.2 / 5.4 3.1 /. 4 / 10 5 / 12.5 / 15 / 15 4 9 44 5 21 1 293 5 95 1153 43 440 12 1 214 43 115 190 2 5 35 33 50 113 221 32 540 101 2 442 101 339 3 10 121 4 4 211 1.5 / 3 1.5 / 3 1.9 / 4. 2.9 /.3 3. / 9.5 4. / 11. 1.5 / 3 1.5 / 3 1.9 / 4. 2.9 /.3 3. / 9.5 4. / 11. 1.5 / 3 1.9 / 4. 2.9 /.3 3. / 9.5 4. / 11. 5. /.4 1.9 / 4. 2.9 /.3 3. / 9.5 4. / 11. 5. /.4 / 15 53 123 3 39 5 42 10 4 9 102 15 3 1195 1541 192 2355 91 1594 2054 250 3139 5 42 95 1 5 455 5 191 32 10 910 55 915 13 44 1220 121 1.5 / 3 1.5 / 3 1. / 4.3 2. /.9 3. /.9 4.5 / 11.2 1.5 / 3 1.5 / 3 1. / 4.3 2. /.9 3. /.9 4.5 / 11.2 1.5 / 3 1. / 4.3 2. /.9 3. /.9 4.5 / 11.2 5.4 / 13. 1. / 4.3 2. /.9 3. /.9 4.5 / 11.2 5.4 / 13. / 15 104 20 339 40 5 90 20 411 9 920 1152 311 1 101 131 12 2110 23 135 1 23 3 1 15 259 3 551 2 12 31 519 4 1102 3 45 111 153 33 103 154 2204 1.5 / 3 1.5 / 3. 2.5 /.3 3.4 /.5 4.2 / 10. 1.5 / 3 1.5 / 3 1.5 / 3. 2.5 /.3 3.4 /.5 4.2 / 10. 1.5 / 3 1.5 / 3. 2.5 /.3 3.4 /.5 4.2 / 10. 5.2 / 12.9 1.5 / 3. 2.5 /.3 3.4 /.5 4.2 / 10. 5.2 / 12.9 / 15 1 290 415 519 1 351 50 29 103 5 52 0 155 1902 02 110 159 205 253 310 9 13 222 3 43 2 139 21 445 4 945 20 40 99 1 543 9 1 190 1.5 / 3 1.5 / 3.4 2.3 / 5. 3.2 / 4 / 10 1.5 / 3 1.5 / 3 1.5 / 3.4 2.3 / 5. 3.2 / 4 / 10 1.5 / 3 1.5 / 3.4 2.3 / 5. 3.2 / 4 / 10 4.9 / 12.2 1.5 / 3.4 2.3 / 5. 3.2 / 4 / 10 4.9 / 12.2 / 15 5 131 21 5 42 55 131 1 433 50 55 19 392 49 9 12 15 522 11 110 2090 20 52 102 1 9 355 4 104 204 3 499 10 15 501 4 105 1 40 99 20 194 1.5 / 3 1.5 / 3 1.9 / 4. 2. / 3. / 9.1 1.5 / 3 1.5 / 3 1.5 / 3 1.9 / 4. 2. / 3. / 9.1 1.5 / 3 1.5 / 3 1.9 / 4. 2. / 3. / 9.1 4.5 / 11.1 1.5 / 3 1.9 / 4. 2. / 3. / 9.1 4.5 / 11.1 / 15 99 15 9 35 99 199 3 49 13 29 49 4 109 1313 39 1 995 150 9 129 192 23 0 15 25 34 54 121 23 3 5 20 1125 3 515 1094 1500 1.5 / 3 1. / 3.9 2.3 / 5.9 3.3 /.3 1.5 / 3 1.5 / 3 1. / 3.9 2.3 / 5.9 3.3 /.3 1.5 / 3 1.5 / 3 1. / 3.9 2.3 / 5.9 3.3 /.3 4.1 / 10.2 1.5 / 3 1. / 3.9 2.3 / 5.9 3.3 /.3 4.1 / 10.2 5. /.4 129 194 29 154 25 3 55 1 231 3 53 3 11 515 1115 2104 2 101 151 215 3 1 202 2 4 95 15 4 453 45 5 405 04 0 110 2039 1.5 / 3 1.5 / 3.3 2 / 5 2. /.1 1.5 / 3 1.5 / 3 1.5 / 3.3 2 / 5 2. /.1 1.5 / 3 1.5 / 3 1.5 / 3.3 2 / 5 2. /.1 3. / 9.4 1.5 / 3 1.5 / 3.3 2 / 5 2. /.1 3. / 9.4 5.3 / 13.3 1 102 154 221 59 121 203 443 12 5 42 4 91 2 40 1 12 109 49 1 121 12 51 99 12 2 4 3 33 51 09 19 3 44 9 945 133 1.5 / 3 1.5 / 3 1. / 4.3 2.4 /.1 1.5 / 3 1.5 / 3 1.5 / 3 1. / 4.3 2.4 /.1 1.5 / 3 1.5 / 3 1.5 / 3 1. / 4.3 2.4 /.1 3.4 /.4 1.5 / 3 1.5 / 3 1. / 4.3 2.4 /.1 3.4 /.4 4.9 / 12.3 2 1 19 9 13 35 0 5 5 32 53 41 193 3 49 9 150 9 0 0 1 19 0 2 121 19 295 420 5 11 3 393 50 1 1.5 / 3 1.5 / 3. 2.1 / 5.3 1.5 / 3 1.5 / 3 1.5 / 3. 2.1 / 5.3 1.5 / 3 1.5 / 3 1.5 / 3 1.5 / 3. 2.1 / 5.3 2.9 /.3 1.5 / 3 1.5 / 3 1.5 / 3. 2.1 / 5.3 2.9 /.3 4. / 11.5 (1) For 2ply, 3ply or 4ply beams; double, triple or quadruple Allowable Total and Allowable values. Minimum Required Bearing Lengths remain the same for any number of plies. (2) 1¾ inch members deeper than inches are to be used as multiplemember beams only. Total values are limited by shear, moment or deflection equal to L/10. Total values are the capacity of the beam in addition to its own weight. values are limited by deflection equal to L/0. Check the local building code for other deflection limits that may apply. Where a value is not shown, the Total value will control. Table values represent the most restrictive of simple or multiple span applications. is measured center to center of the supports. Analyze multiple span beams with the BC CALC software if the length of any span is less than half the length of an adjacent span. Table values assume that lateral support is provided at each support and continuously along the compression edge of the beam. Table values for Minimum Required Bearing Lengths are based on the allowable compression design value perpendicular to grain for the beam and the Total value shown. Other design considerations, such as a weaker support material, may warrant longer bearing lengths. Table values assume that support is provided across the full width of the beam. This table was designed to apply to a broad range of applications. It may be possible to exceed the limitations of this table by analyzing a specific application with the BC CALC software.
Grade 1. 00 2.0 00 2.0 00 2.0 3100 2.0 3100 Nail Size VERSALAM Allowable Nailing and Design Values Width [in] 1½ 1¾ 2⅝ 3½ 5¼ [in] Weight [lb/ft] Allowable Shear [lb] Closest Allowable Nail Spacing VERSALAM & VERSARIM Products VERSARIM 1 1 / O.C. [inches] End [inches] Nailing Parallel to Glue Lines (Narrow Face) (1) VERSALAM 1.4 100 Rimboard 1 5 / O.C. [inches] End [inches] Allowable Moment [ftlb] VERSALAM 1 3 /4" & 2 5 /" O.C. [inches] Moment of Inertia [in 4 ] 3½ 1.3 99 02 5.4 5½ 2.1 15 149 20. ¼ 2. 20 29 4. 9¼ 3. 3 4404 9.9 11¼ 4.3 0 34 1.0 5 1 /2 2.5 129 25.3 ¼ 3.3 11 33 55. 9¼ 4.2 5994 115.4 9½ 4.3 3159 4 125.0 11¼ 5.1 341 5 20. 11⅞ 5.3 394 90 4.2.3 455 13112 400.2 1.2 50 14 59.3 1.1 595 2109 50.5 5½ 3. 243 33 3.4 ¼ 4.9 31 55 3.4 9¼.2 413 991 13.1 9½.4 43 9455 1. 11¼. 511 113 311.5 11⅞.0 5923 412 3.3 9.4 93 199 00.3 1 10. 90 25311 9.0 1 12.1 9 311 125. 5½ 4.9 35 491 4.5 ¼.5 421 3 111.1 9¼.3 151 12 2. 9½.5 31 1395 250.1 11¼ 10.1 41 19210 415.3 11⅞ 10. 9 2125 4.4 12. 9310 29035 00.3 1.4 1040 334 1194. 1 1.2 1190 44 101.0 20 1.0 130 5952 2333.3 5¼.1 523 3.3 5½.4 54 45 2. ¼ 9. 2 125 1. 9¼ 12.5 922 1990.3 9½ 12. 94 2093 35.1 11¼ 15.2 11222 22.9 11⅞ 1.0 15 31913. 1.9 1395 43552 1200.5 1 21. 1590 504 192.0 1.3 1955 0011 2551.5 20 2.0 19950 54 3500.0.4 23940 120549 04.0 End [inches] Grade 2.0 3100 VERSA LAM 1.4 100 (Rimboard & Stair Stringers) Width [in] 1 5 /1 Design Property Nailing Perpendicular to Glue Lines (Wide Face) VERSALAM 3 1 /2" & Wider All Products O.C. [inches] End [inches] O.C. [inches] [in] End [inches] d Box 3 1½ 3 1½ 2 1 2 ½ 2 ½ d Common 4 3 3 2 3 2 2 1 2 1 10d & 12d Box 4 3 3 2 3 2 2 1 2 1 1d Box 4 3 3 2 3 2 2 1 2 1 10d & 12d Common 4 4 3 4 3 2 2 2 2 1d Sinker 4 4 3 4 3 2 2 2 2 1d Common 4 4 3 2 2 2 2 Offset and stagger nail rows from floor sheathing and wall sole plate. Simpson StrongTie A35 and LPT4 connectors may be attached to the side VERSALAM / / VERSARIM. Use nails as specified by Simpson StrongTie. VERSALAM Design Values Weight [lb/ft] Allowable Shear [lb] Allowable Moment [ftlb] 31 Moment of Inertia [in 4 ] 9¼ 1. 123 544 41. 9½ 1.1 135 291 500.1 11¼ 20.2 93 3419. 11⅞ 21.4 1594 42550 9. 25.2 120 509 100. 1. 210 4 239.3 1.4 23940 93 02.0 20 3.0 00 113904 4. 43.2 31920 10 04.0 9½ 3.2 10 39 93. 11⅞ 4.0 233 4 13.2 4. 25 2 0.1 1 5.4 3150 13 44.0 1.1 3544 1013 3.9 20. 393 101 5.0 VERSALAM Beams VERSALAM 1¾" & 2⅝" 3½" & Wider Columns VERSA Rimboard / STUD Stair Stringers Grade 2.0 00 2.0 3100 1. 50 1. 00 1.4 100 Modulus of Elasticity E(x 10 (1) psi) 2.0 2.0 1. 1. 1.4 Bending (2)(3) F b (psi) 00 3100 50 00 100 Horizontal Shear (2)(4) F v (psi) 5 5 5 5 225 Tension Parallel to (2)(5) Grain F t (psi) 1950 1950 1500 1500 1100 Compression Parallel (2) to Grain F cll (psi) 00 00 00 00 2500 Compression Perpendicular to Grain 50 50 50 50 525 F c (psi) (2) Equivalent Specific Gravity for Fastener Design (SG) 0.5 0.5 0.5 0.5 0.5 1. This value cannot be adjusted for load duration. 2. This value is based upon a load duration of 100% and may be adjusted for other load durations. 3. Fiber stress bending value shall be multiplied by the depth factor, (12/d) 1/9 where d = member depth [in]. 4. Stress applied perpendicular to the gluelines. 5. Tension value shall be multiplied by a length factor, (4/L)1/ where L = member length [ft]. Use L =4 for members less than four feet long.. Stress applied parallel to the gluelines. * Design properties are limited to dry conditions of use where the maximum moisture content of the material will not exceed 1%. BUILDING CODE EVALUATION REPORT: ICC ESR 1040 Nailing Parallel to Glue Lines (Narrow Face) Nailing Perpendicular to Glue Lines (Wide Face) Nailing Notes 1) For 1 3 4" thickness and greater, 2 rows of nails (such as for a metal strap) are allowed (use 1 2" minimum offset between rows and stagger nails).
VERSALAM 1. 50 Columns Column Length [ft] Column Length [ft] 3½" Allowable Axial (lb) 3½" x 3½" 3½" x 4⅜" 3½" x 5¼" 3½" x 5½" 3½" x " 3½" x ¼" 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 4,00 1,090 1,9 1,390 20,1 21,10 22,00,15 25,4 23,1 25,0,40 29,450,0 33,920,500 33,390 35,1 5 12,20 13,150 13,0 15,350 1,440 1,090 1,425 19,40 20,515 19,0 20,0 21,490,50,3 2,35 25,40 2,20,0 10,00 10,50 10,90 12,10 13,0 13,40 15,0 15,995 1,495 15,0 1,50 1,0 20,195 21,335 22,000 20,910 22,090 22,0,310,05,9 10,400 10,90 11,10 12,40 13,05 13,415 13,00 13,00,050 1,50 1,435 1,90 1,250 1,00 1,5,9,205,30,0 9,010 9,210 10,405 10,25 11,00 10,900 11,0 11,00 13,0,440,0,30,90 15,290 9 5,40,050,10,0,50,10,0 9,00 9,0 9,190 9,510 9,00 11,00 12,115 12,350 12,120 12,540 12,90 10 4,90 5,135 5,225,2,420,540,40,15,50,,00,220 9,95 10,290 10,40 10,3 10,0 10,40 11 4,290 4,410 4,40 5,30 5,520 5,00,445,25,,50,940,050,595,35,95,900 9,150 9,0 12 3, 3,25 3,0 4,0 4,0 4,50 5,00 5,45 5, 5,0,020,100,45,5,5,40,940,050 13 3,20 3,350 3,390 4,090 4,190 4,0 4,915 5,0 5,095 5,150 5,20 5,0,555,10,95,90,950,040 2,90 2,950 2,990 3,10 3,90 3,40 4,0 4,435 4,490 4,550 4,50 4,00 5,90 5,915 5,990,000,1,200 5¼" and " Allowable Axial (lb) 5¼" x 5¼" 5¼" x 5½" 5¼" x " 5¼" x ¼" " x " " x ¼" 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 100% 115% 125% 33,00 3,220 3,110,0 3,950 39,9 29,420 31, 33,05, 33,0,0 25,5 2,50,55 2,110,0 29,9,525 3,90 3,115 35,0 3,090 39,40 9 22,90 23,90,15 23,0 25,110 25,900,25 31,95,90 31,30 33,1,10 10 19,9 20,920 21,495 20,0 21,920 22,520,00 2,920,5 2,550,920 29,10 11 1,55 1,35 1,20 1,420 19,250 19,20 23,45,510 25,125,310 25,400,010 12 15,590 1,220 1,55 1,0 1,990 1,30 20,05 21,50 22,1 21,550 22,420 22,9 13 13,95,410,00,50 15,100 15,400 1,545 19,225 19,20 19,210 19,920 20,0 12,450 12,0 13,115 13,040 13,40 13,40 1,15 1,10 1,500 1,210 1,90 1,1 33,0,25 35,40,40 3,00 3,0 15 11,210 11,50 11,0 11,40 12,110 12,0,90 15,425 15,95 15,490 15,90 1,0,5 31,45,395 31,410,0 33,50 1 10,135 10,4 10,00 10,20 10,9 11,110 13,525 13,920,150,010,420,50 2,20,35 29,490,10 29,0,540 1 9,205 9,455 9,00 9,50 9,910 10,00 12,5 12,20 12,10 12, 13,00 13,20 25,415,35,920,3 2,0 2,0 1,395,10,35,00 9,020 9,150 11,205 11,495 11,55 11,10 11,900 12,00 23,30,195,5,210 25,00 25,50 19,5,0,95,050,250,30 10,0 10,505 10,45 10,20 10,0 11,0 21,550 22,20 22,0 22,0 23,00 23,490 20,00,220,310,400,50,0 9,420 9,35 9,0 9,0 9,90 10,110 19,925 20,550 20,910 20,40 21,0 21,0 21,505,45,25,20,90,050,0,0,90,990 9,190 9,0 1,45 19,020 19,3 19,1 19,00 20,020 22 1,15 1,50 1,925 1,0 1,0 1,50 23 15,990 1,420 1,0 1,50 1,010 1,0,9 15,310 15,525 15,40 15,0 1,00 Allowable Design Stresses Modulus of Elasticity: Product E = 1. x 10 psi Bending: Parallel to Gluelines (Beam): F b = 50*(12/d) 1/9 psi Perp to Gluelines (Plank): Compression Parallel to Grain: Compression Perpendicular to Grain: Parallel to Gluelines (Beam): Perp to Gluelines (Plank): Tension Parallel to Grain: F b = 00*(12/d) 1/9 psi F cll = 00 psi F c + = 50 psi F c + = 450 psi F t = 1500 psi Notes 1) Table assumes that the column is braced at column ends only. Effective column length is equal to actual column length. 2) Allowable loads are based upon onepiece (solid) column members used in dry service conditions. Contact project's design professional of record or Boise EWP Engineering for multipiece column design. 3) Allowable loads are based on an eccentricity value equal to 0.1 multiplied by either the column thickness or width (worst case). 4) Allowable loads are based on axial loaded columns using the design provisions of the National Design Specification for Wood Construction (NDS), 2005 edition. For side or other combined bending and axial loads, see provisions of NDS, 2005 edition. 5) values are not shown for short lengths due to loads exceeding common connector capacities. values are not shown for longer lengths if the controlling slenderness ratio exceeds 50 (per NDS). ) Lateral loads (wind loading) are not considered in this table. VERSASTUD 1. 00 Allowable Design Values Bending F b [psi] Compression Parallel to Grain F c [psi] Modulus of Elasticity E [psi] Horizontal Shear F v [psi] VERSASTUD 1. 00 00 00 1,00,000 5 DouglasFir # 2 Grade 900 1350 1,00,000 10 Spruce Pine Fir (North) # 1 / 2 Grade 5 1150 1,400,000 135 HemFir # 2 Grade 50 10 1,0,000 150 Western Woods # 2 Grade 5 900 1,000,000 135 Notes: Design values are for loads applied to the narrow face of the studs. Dimension lumber values taken from 2005 Edition, NDS Design Values for Wood Construction (per 200 IBC/IRC). Repetitive member and size factors have not been applied. For further information, please see VERSALAM 1. 00 Wall Guide.
Computer Software 33 New BC FRAMER represents a huge technological leap to help you improve the efficiency and profitability of your engineered wood products business. Boise Cascade will provide you what we believe is now the industry s best design software, offering far greater productivity than even our current version of BC FRAMER. This new software package will help your design department work faster and accomplish more. You don t get paid to do drawings, but at least now you can do them in less time, and better. Shrink design time with BC FRAMER model sharing. Save time & prevent mistakes with bestinindustry file integration. Experience the efficiencies of BC FRAMER whole house modeling. Draw floor and wall plans simultaneously with BC FRAMER : Check the plan every possible way with BC FRAMER full 3D viewer. Create a master plan and multiple options that can be quickly selected and exported to a plotspecific file in a few minutes a fraction of the time it could have taken in the past. Information can also be obtained at 1 00 405 599 or email us at EWPSupport@BC.com. RECOMMENDED HARDWARE CPU: Quad Core 4 bit Processor L2 Cache: 3MB/Core RAM: 4.0GB to.0 GB Video: Full support for DirectX 9; Single monitors, 10x10 1MB; Dual monitor, 10x10 25MB (Minimum 10x) Operating Systems: Windows or (Professional Editions bit and 4bit) Actual specifications vary by user and will be assessed prior to installation. BC CALC 4.0 Sizing Software BC CALC is simple to use, yet robust enough to analyze most all joist, beam, and column applications. Once an analysis is run, the user may print an easytoread design report that displays the span and load information with the analysis results. BC COLUMN has now been merged into BC CALC, allowing the sizing of joists, beams, rafters, columns, and studs all in one convenient program. In addition to & AJS s, VERSALAM, and BOISE GLULAM, BC CALC also offers the analysis of solid sawn lumber and timber members. Thus BC CALC is the only program needed to analyze structural wood members. BC CALC Analysis for Engineered Wood Products Give Us a Try! Boise Cascade has provided BC CALC free of charge to the design community since 1994. COMPUTER REQUIREMENTS PC with any current version of MS Windows, along with an internet connection. For questions regarding BC CALC, call 100 405599 or email EWPSupport@BC.com. To Download BC CALC US, http://www.bc.com/wood/ewp/software/bccalc.html
SIMPSON Strong Tie Framing Connectors Simpson StrongTie Single Top Flange Single Face Mount Face Mount Skewed 45 Hanger 11/2" x 10d nail, drive in @ 45 deg angle 9½" ITS MIT Hanger Capacity [lbs] Nailing Header 5000 1. ITS2.0/9.5 993 10d 210dx1½" 000 1. ITS2.3/9.5 1225 10d 210dx1½" 500 1. ITS2.5/9.5 1225 10d 210dx1½" 5000 1. ITS2.0/11. 10 10d 210dx1½" 000 1. ITS2.3/11. 123 10d 210dx1½" 500 1. ITS2.5/11. 123 10d 210dx1½" 0 2.0 ITS2.3/11. 1210 10d 210dx1½" 90 2.0 ITS3.5/11. 10d 210dx1½" 5000 1. ITS2.0/ 101 10d 210dx1½" 000 1. ITS2.3/ 12 10d 210dx1½" 500 1. ITS2.5/ 12 10d 210dx1½" 0 2.0 ITS2.3/ 1225 10d 210dx1½" 90 2.0 ITS3.5/ 150 10d 210dx1½" 000 1. ITS2.3/1 1 10d 210dx1½" 500 1. ITS2.5/1 132 1d 210dx1½" 0 2.0 ITS2.3/1 12 1d 210dx1½" 90 2.0 ITS3.5/1 1520 10d 210dx1½" 1" 90 2.0 MIT41 00 1d 210dx1½" 20" 90 2.0 MIT420 00 1d 210dx1½" Double Top Flange 9½" IUS MIU Hanger Capacity Nailing [lbs] Header 5000 1. IUS2.0/9.5 935 10d 000 1. IUS2.3/9.5 935 10d 500 1. IUS2.5/9.5 935 10d 5000 1. IUS2.0/11. 10 1010d 000 1. IUS2.3/11. 110 1010d 500 1. IUS2.5/11. 110 1010d 0 2.0 IUS2.3/11. 110 1010d 90 2.0 IUS3.5/11. 05 1010d 5000 1. IUS2.0/ 101 1210d 000 1. IUS2.3/ 12 1210d 500 1. IUS2.5/ 12 1210d 0 2.0 IUS2.3/ 1225 1210d 90 2.0 IUS3.5/ 05 1210d 000 1. IUS2.3/1 1 10d 500 1. IUS2.5/1 1 10d 0 2.0 IUS2.3/1 12 10d 90 2.0 IUS3.5/1 140 10d 1" 90 2.0 MIU3.5/1 0 221d 210dx1½" 20" 90 2.0 MIU3.5/20 254 1d 210dx1½" Double Face Mount SUR/L Hanger Capacity Nailing [lbs] Header 5000 1. SUR/L2.0/9 1251 1d 10dx1½" 9½" 000 1. SUR/L2.3/9 1 1d 10dx1½" 500 1. SUR/L2.5/9 1 1d 10dx1½" 5000 1. SUR/L2.0/11 1d 10dx1½" 000 1. SUR/L2.3/11 11d 10dx1½" 500 1. SUR/L2.5/11 1d 210dx1½" 0 2.0 SUR/L2.3/11 1d 10dx1½" 90 2.0 SUR/L410 10 1d 1d 5000 1. SUR/L2.0/11 193 11d 10dx1½" 000 1. SUR/L2.3/ 193 11d 10dx1½" 500 1. SURI/L2.5/ 193 11d 10dx1½" 0 2.0 SUR/L2.3/ 19 11d 10dx1½" 90 2.0 SUR/L4 2035 11d 1d 000 1. SUR/L2.3/ 1920 11d 10dx1½" 500 1. SURI/L2.5/ 1920 11d 10dx1½" 0 2.0 SUR/L2.3/ 1912 11d 10dx1½" 90 2.0 SUR/L4 2235 11d 1d 1" 90 2.0 SUR/L4 2395 11d 1d 20" 90 2.0 SUR/L4 2395 11d 1d Variable Pitch Connector 11/2" x 10d nail, drive in @ 45 deg angle 9½" MIT B Hanger Capacity Nailing [lbs] Header 5000 1. MIT4.12/9.5 25 101d 210dx1½" 000 1. MIT359.52 00 1d 210dx1½" 500 1. MIT39.5 00 1d 210dx1½" 5000 1. MIT4.12/11. 25 101d 210dx1½" 000 1. MIT3511.2 2000 1d 210dx1½" 500 1. MIT311.2 00 1d 210dx1½" 0 2.0 MIT3511.2 2000 1d 210dx1½" 90 2.0 B.12/11. 35 1d 1d 5000 1. MIT4.12/ 25 1d 210dx1½" 000 1. MIT352 00 1d 210dx1½" 500 1. MIT32 00 1d 210dx1½" 0 2.0 MIT352 00 1d 210dx1½" 90 2.0 B.12/ 300 1d 10d 000 1. MIT4.5/1 25 1d 210dx1½" 500 1. MIT5.12/1 00 1d 210dx1½" 0 2.0 MIT4.5/1 25 31d 210dx1½" 90 2.0 B.12/1 300 1d 1d 1" 90 2.0 B.12/1 300 31d 1d 20" 90 2.0 B.12/20 300 31d 1d Adjustable Height Hanger 9½" U / HU MIU Hanger Capacity Nailing [lbs] Header 5000 1. MIU4.12/9 220 1d 10d 000 1. MIU4.5/9 10 1d 210dx1½" 500 1. MIU5.12/9 220 1d 210dx1½" 5000 1. MIU4.12/11 40 11d 10d 000 1. MIU4.5/11 21 11d 210dx1½" 500 1. MIU5.12/11 40 11d 210dx1½" 0 2.0 MIU4.5/11 21 11d 210dx1½" 90 2.0 HU4122 25 11d 1d 5000 1. MIU4.12/ 3125 11d 210dx1½" 000 1. MIU4.5/ 2395 11d 210dx1½" 500 1. MIU5.12/ 3125 11d 210dx1½" 0 2.0 MIU4.5/ 2395 11d 210dx1½" 90 2.0 HU42 0 201d 1d 000 1. MIU4.5/1 0 201d 210dx1½" 500 1. MIU5.12/1 3125 201d 210dx1½" 0 2.0 MIU4.5/1 0 201d 210dx1½" 90 2.0 HU42 0 201d 1d 1" 90 2.0 HU42 0 201d 1d 20" 90 2.0 HU42 0 201d 1d Field Slope and Skew Hanger 9½" VPA Hanger Capacity Fastener Top [lbs] Plate Rafter 5000 1. VPA2.0 993 10d 210dx1½" 000 1. VPA35 1225 10d 210dx1½" 500 1. VPA3 1225 910d 210dx1½" 5000 1. VPA2.0 10 10d 210dx1½" 000 1. VPA35 12 10d 210dx1½" 500 1. VPA3 12 910d 210dx1½" 0 2.0 VPA35 1210 910d 210dx1½" 90 2.0 VPA4 12 1110d 210dx1½" 5000 1. VPA2.0 101 910d 210dx1½" 000 1. VPA35 12 910d 210dx1½" 500 1. VPA3 12 910d 210dx1½" 0 2.0 VPA35 1225 910d 210dx1½" 90 2.0 VPA4 12 1110d 210dx1½" 000 1. VPA35 12 910d 210dx1½" 500 1. VPA3 12 910d 210dx1½" 0 2.0 VPA35 12 910d 210dx1½" 90 2.0 VPA4 12 1110d 210dx1½" 1" 90 2.0 VPA4 12 1110d 210dx1½" 20" 90 2.0 VPA4 12 1110d 210dx1½" For more information, call Simpson StrongTie at 1009995099 or visit their website at www.strongtie.com 9½" THAI Hanger Capacity Nailing [lbs] Header 5000 1. THAI2.0/22 111 10d 210dx1½" 000 1. THAI3522 1393 10d 210dx1½" 500 1. THAI2 1393 10d 210dx1½" 5000 1. THAI2.0/22 43 10d 210dx1½" 000 1. THAI3522 43 10d 210dx1½" 500 1. THAI2 43 10d 210dx1½" 0 2.0 THAI3522 39 10d 210dx1½" 90 2.0 THAI422 115 10d 210dx1½" 5000 1. THAI2.0/22 100 10d 210dx1½" 000 1. THAI3522 100 10d 210dx1½" 500 1. THAI2 100 10d 210dx1½" 0 2.0 THAI3522 152 10d 210dx1½" 90 2.0 THAI422 115 10d 210dx1½" 9½" LSSU Hanger Capacity Nailing [lbs] Header 5000 1. LSSU2.0 995 910d 10dx1½" 000 1. LSSUI35 995 910d 10dx1½" 500 1. LSSUH310 25 10d 1210dx1½" 5000 1. LSSU2.0 995 910d 10dx1½" 000 1. LSSUI35 995 910d 10dx1½" 500 1. LSSUH310 5 10d 1210dx1½" 0 2.0 LSSUI35 995 910d 10dx1½" 90 2.0 LSSU410 125 1d 1210dx1½" 5000 1. LSSU2.0 995 910d 10dx1½" 000 1. LSSUI35 995 910d 10dx1½" 500 1. LSSUH310 100 10d 1210dx1½" 0 2.0 LSSUI35 995 910d 10dx1½" 90 2.0 LSSU410 125 1d 1210dx1½" General Notes Bold Italic hangers require web stiffeners. Capacities will vary with different nailing criteria and/or support conditions; contact supplier or Simpson StrongTie for further information. Capacity values shown are either hanger capacity values (see support requirements below) or end reaction capacities whichever is less. All capacity values are downward loads at 100% load duration. Use sloped seat hangers when slope exceeds ¼" per foot. Use sloped seat hangers and beveled web stiffeners when slope exceeds ¼" per foot. Leave 1 / clearance (⅛" maximum) between the end of the supported joist and the head of the hanger. At max design capacity shown, hangers may exceed standard ⅛" deflection by 1 / ". For proper installation of the VPA, the 210dx1½" joist nails through the bend tabs must be installed at approximately a 45degree angle. Support Requirements Support material assumed to be VERSALAM or BOISE GLULAM or sawn lumber (Douglas fir or southern pine species). Minimum support width for single and doublejoist top mount hangers is 3". Minimum support width for face mount hangers with 10d and 1d nails is 1¾" and 2", respectively.
Framing Connectors USP Lumber Connectors 35 Single Top Flange Single Face Mount Face Mount Skewed 45 Hanger 9 1 /2" THO TFL THOHanger Capacity THONailing [lbs] Header 5000 1. TFL2095 993 () 10d 210dx1½" 000 1. TFL2395 1225 () 10d 210dx1½" 500 1. TFL2595 1225 () 10d 210dx1½" 5000 1. TFL2011 10 () 10d 210dx1½" 000 1. TFL2311 123 () 10d 210dx1½" 500 1. TFL2511 123 () 10d 210dx1½" 0 2.0 TFL2311 1210 () 10d 210dx1½" 90 2.0 THO3511 155 (10) 10d 210dx1½" 5000 1. TFL20 101 () 10d 210dx1½" 000 1. TFL23 12 () 10d 210dx1½" 500 1. TFL25 12 () 10d 210dx1½" 0 2.0 TFL23 1225 () 10d 210dx1½" 90 2.0 THO350 1592 (12) 10d 210dx1½" 000 1. TFL231 1 () 10d 210dx1½" 500 1. TFL251 1 () 10d 210dx1½" 0 2.0 TFL231 12 () 10d 210dx1½" 90 2.0 THO3510 1 (12) 10d 210dx1½" 1" 90 2.0 THO3510 239 () 10d 210dx1½" 20" 90 2.0 THO35200 2553 () 10d 210dx1½" Double Top Flange 9 1 /2" THF Hanger Capacity Nailing [lbs] Header 5000 1. THF20925 910 () 10d 210dx1½" 000 1. THF23925 125 (12) 10d 210dx1½" 500 1. THF925 125 (12) 10d 210dx1½" 5000 1. THF20112 910 () 10d 210dx1½" 000 1. THF2311 10 () 10d 210dx1½" 500 1. THF112 10 () 10d 210dx1½" 0 2.0 THF2311 12 () 10d 210dx1½" 90 2.0 THF35112 155 (1) 10d 210dx1½" 5000 1. THF200 101 (12) 10d 210dx1½" 000 1. THF230 1350 (1) 10d 210dx1½" 500 1. THF0 1350 (1) 10d 210dx1½" 0 2.0 THF230 15 (1) 10d 210dx1½" 90 2.0 THF350 121 (20) 10d 210dx1½" 000 1. THF2310 132 (22) 10d 210dx1½" 500 1. THF10 132 (22) 10d 210dx1½" 0 2.0 THF2310 1335 (22) 10d 210dx1½" 90 2.0 THF3515 15 (22) 10d 210dx1½" 1" 90 2.0 THF3515 0 () 10d 10dx1½" 20" 90 2.0 THF3515 254 () 10d 10dx1½" Double Face Mount 9 1 /2" SKH Hanger Capacity Nailing [lbs] Header 5000 1. SKH2020L/R 1153 () 10d 1010dx1½" 000 1. SKH20L/R 134 () 10d 1010dx1½" 500 1. SKH2520L/R 134 () 10d 1010dx1½" 5000 1. SKH2020L/R (1) 10d 1010dx1½" 000 1. SKH20L/R (1) 10d 1010dx1½" 500 1. SKH2520L/R (1) 10d 1010dx1½" 0 2.0 SKH20L/R (1) 10d 1010dx1½" 90 2.0 SKH410L/R 4 192 (1) 1d 101d 5000 1. SKH20L/R 152 (1) 10d 1010dx1½" 000 1. SKH23L/R 152 (1) 10d 1010dx1½" 500 1. SKH25L/R 152 (1) 10d 1010dx1½" 0 2.0 SKH23L/R 1539 (1) 10d 1010dx1½" 90 2.0 SKH4L/R 4 2035 (22) 1d 101d 000 1. SKH23L/R 190 (1) 10d 1010dx1½" 500 1. SKH25L/R 190 (1) 10d 1010dx1½" 0 2.0 SKH23L/R 150 (1) 10d 1010dx1½" 90 2.0 SKH4L/R 4 2235 (22) 1d 101d 1" 90 2.0 SKH41L/R 4 0 () 1d 101d 20" 90 2.0 SKH41L/R 4 254 () 1d 101d Variable Pitch Connector THO Double BPH Hanger Capacity [lbs] Nailing Header 5000 1. THO209502 23 (10) 1d 10d 9½" 000 1. THO239502 25 (10) 10d 10d 500 1. THO259502 50 (10) 1d 10d 5000 1. THO20112 23 (10) 1d 10d 000 1. THO23112 2925 (10) 10d 10d 500 1. THO25112 2925 (10) 1d 10d 0 2.0 THO23112 2921 (10) 1d 10d 90 2.0 BPH111 55 (10) 1d 10d 5000 1. THO2002 23 (10) 1d 10d 000 1. THO2302 3350 (12) 10d 10d 500 1. THO2502 50 (12) 1d 10d 0 2.0 THO2302 3335 (12) 1d 10d 90 2.0 BPH1 55 (10) 1d 10d 000 1. THO23102 3535 (12) 1d 10d 500 1. THO25102 3535 (12) 1d 10d 0 2.0 THO23102 3535 (12) 1d 10d 90 2.0 BPH11 55 (10) 1d 10d 1" 90 2.0 BPH11 3510 (10) 1d 10d 20" 90 2.0 BPH120 3510 (10) 1d 10d Adjustable Height Hanger THF Double HD Hanger Capacity Nailing [lbs] Header 5000 1. THF209252 1390 (12) 10d 10d 9½" 000 1. THF239252 125 () 10d 10d 500 1. THF9252 1390 (12) 10d 10d 5000 1. THF201122 155 (1) 10d 10d 000 1. THF23112 155 (1) 10d 10d 500 1. THF1122 155 (1) 10d 10d 0 2.0 THF23112 155 (1) 10d 10d 90 2.0 HD120 2255 (1) 1d 10d 5000 1. THF2002 20 (20) 10d 10d 000 1. THF2302 2540 (20) 10d 10d 500 1. THF02 2500 (20) 10d 10d 0 2.0 THF2302 2540 (20) 10d 10d 90 2.0 HD0 20 (20) 1d 10d 000 1. THF23102 50 () 10d 10d 500 1. THF102 00 () 10d 10d 0 2.0 THF23102 50 () 10d 10d 90 2.0 HD10 335 () 1d 10d 1" 90 2.0 HD10 3920 () 1d 10d 20" 90 2.0 HD10 3920 () 1d 10d Field Slope and Skew Hanger TMP Hanger Capacity Fastener [lbs] Top Plate Rafter 5000 1. TMP21 1125 () 10d 410dx1½" 9½" 000 1. TMP23 135 () 10d 410dx1½" 500 1. TMP25 135 () 10d 410dx1½" 5000 1. TMP21 1150 () 10d 410dx1½" 000 1. TMP23 25 () 10d 410dx1½" 500 1. TMP25 25 () 10d 410dx1½" 0 2.0 TMP23 25 () 10d 410dx1½" 90 2.0 TMP4 100 () 10d 410dx1½" 5000 1. TMP21 1150 () 10d 410dx1½" 000 1. TMP23 1525 () 10d 410dx1½" 500 1. TMP25 1525 () 10d 410dx1½" 0 2.0 TMP23 1525 () 10d 410dx1½" 90 2.0 TMP4 150 () 10d 410dx1½" 000 1. TMP23 1550 () 10d 410dx1½" 500 1. TMP25 1550 () 10d 410dx1½" 0 2.0 TMP23 1550 () 10d 410dx1½" 90 2.0 TMP4 1900 () 10d 410dx1½" 1" 90 2.0 TMP4 190 () 10d 410dx1½" 20" 90 2.0 TMP4 190 () 10d 410dx1½" For more information, contact USP Lumber Connectors at 100359 or www.uspconnectors.com 9½" MSH Hanger Capacity [lbs] Nailing Header 5000 1. 000 1. MSH231 131 () 10d 410dx1½" 500 1. MSH31 131 () 10d 410dx1½" 5000 1. 000 1. MSH231 31 () 10d 410dx1½" 500 1. MSH31 31 () 10d 410dx1½" 0 2.0 MSH231 25 () 10d 410dx1½" 90 2.0 MSH422 150 () 10d 10d 5000 1. 000 1. MSH22 1550 () 10d 410dx1½" 500 1. MSH31 1550 () 10d 410dx1½" 0 2.0 MSH22 1525 () 10d 410dx1½" 90 2.0 MSH422 1950 10d 9½" LSSH Hanger Capacity Nailing [lbs] Header 5000 1. LSSH20 10 (10) 10d 10dx1½" 000 1. LSSH23 10 (10) 10d 10dx1½" 500 1. LSSH25 12 () 10d 1210dx1½" 5000 1. LSSH20 10 (10) 10d 10dx1½" 000 1. LSSH23 10 (10) 10d 10dx1½" 500 1. LSSH25 2 () 10d 1210dx1½" 0 2.0 LSSH23 10 (10) 10d 10dx1½" 90 2.0 LSSH35 1920 () 1d 1210dx1½" 5000 1. LSSH20 10 (10) 10d 10dx1½" 000 1. LSSH23 10 (10) 10d 10dx1½" 500 1. LSSH25 15 () 10d 1210dx1½" 0 2.0 LSSH23 10 (10) 10d 10dx1½" 90 2.0 LSSH35 1920 () 1d 1210dx1½" General Notes Bold Italic hangers required web stiffeners. Capacities will vary with different nailing criteria and/or support conditions: contact supplier or USP Lumber Connectors for further information. Capacity values shown are either hanger capacity values (see support requirements below) or end reaction capacities whichever is less. All capacity values are downward loads at 100% load duration. Use sloped seat hangers when BCI joist slope exceeds ¼" per foot. Use sloped seat hangers and beveled web stiffeners when slope exceeds ¼" per foot. Leave 1 / clearance (⅛" maximum) between the end of the supported joist and the head of the hanger. Support Requirements Support material assumed to be VERSALAM or BOISE GLULAM or sawn lumber (Douglas fir or southern pine species). Minimum support width for single and doublejoist top mount hangers is 3": (1½" for THO hangers). Minimum support width for face mount hangers with 10d and 1d nails is 1¾" and 2", respectively.
Boise Cascade has a proven track record of providing quality wood products and a nationwide building materials distribution network for our customers, helping them to enhance their own businesses. Boise Cascade Engineered Wood Products build better homes with stronger, stiffer floors using only wood purchased in compliance with a number of green building programs. Take a moment to view our sustainability certification site at http://www.bc.com/ sustainability/certification.html or view our green brochure at http://www.bc.com/wood/ewp/boise_ EWP_Green.html. Boise Cascade Engineered Wood Products throughout North America can now be ordered FSC ChainofCustody (COC) certified, enabling homebuilders to achieve LEED points under U.S. Green Building Council residential and commercial green building programs including LEED for Homes and LEED for New Construction. Boise Cascade Engineered Wood Products are available as PEFC ChainofCustody certified, SFI ChainofCustody certified and SFI FiberSourcing certified, as well as NAHB Research Center Green Approved, enabling homebuilders to also obtain green building points through the National Green Building Standard. Lifetime Guaranteed Quality and Performance Boise Cascade warrants its, VERSALAM, and ALLJOIST products to comply with our specifications, to be free from defects in material and workmanship, and to meet or exceed our performance specifications for the normal and expected life of the structure when correctly stored, installed and used according to our Installation Guide. If in doubt, ask! For the number of the closest Boise Cascade EWP distributor/support center, call 0020 BOISE CASCADE, TREEINACIRCLE, BCI, BC CALC, BC COLUMN, BC FRAMER, BC RIM BOARD, BOISE GLULAM, SIMPLE FRAMING SYSTEM, VERSA LAM, VERSARIM, VERSASTRAND, and VERSASTUD are trademarks of Boise Cascade Company or its affiliates. For information about Boise Cascade Engineered Wood Products, including sales terms and conditions, warranties and disclaimers, visit our website at www.bcewp.com Your Dealer is: If no dealer is listed, call 10020 2013 Boise Cascade Company WSG 03//2013