EWP Product Guide. For Use With Products Manufactured by. BCI I-Joists. Canadian Specifiers Guide. USPconnectors.com LIMIT STATES DESIGN SKH2520R-2

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1 EWP Product Guide For Use With Products Manufactured by BCI I-Joists LIMIT STATES DESIGN SKH50R- LSSH5 THFI51 TFL511 Canadian Specifiers Guide Bradford Thornhill Surrey Calgary Edmonton Laval Dieppe USP795

2 General Notes Follow these instructions to ensure the proper installation USP products. See current USP Product Catalog for General Notes, Warranty, and installation information for hanger models, joist sizes, and header situations not shown. Loads listed address hanger/header/fastener limitations as well as joist/hanger limitations assuming header material is Douglas Fir (DF) or LVL. For S-P-F header material, refer to the current USP catalog. Joist reaction should be checked by a qualified designer to ensure proper hanger selection. Uplift loads have been increased % for wind or seismic loads and no further increase shall be permitted. Reduce loads according to code for normal duration loading such as cantilever construction. If hanger height is less than 0% joist height, joist rotation may occur, therefore supplemental lateral restraints are required, see page. The type and quantity fasteners used to install USP products is critical to connector performance. To achieve the factored resistances shown in this document, install with the fasteners specified for that particular product. All specified fasteners must be properly installed prior to applying load any kind to the connection. Throughout this document, dimensions are expressed in inches and loads in pounds, unless specifically noted otherwise. Load values for d and designations in the fastener schedules throughout this document refer to common wire nails, unless noted otherwise. The factored resistances shown in this document are based on Limit States Design methodology. Multiple Joist Plies: Fasten together multiple plies wood joists, in accordance with the manufacturer s installation guidelines, such that the joists act as a single unit. Sloped Joists: Use slope seat hangers and beveled web stiffeners whenever the slope exceeds the following: ½:1 for seat bearing lengths ½" or less; :1 for bearing lengths between ½" and ½"; and ¼:1 for bearing lengths in excess ½". Backer Blocks Pattern the nails used to install backer blocks or web stiffeners in wood Joists to avoid splitting the block. The nail pattern should be sufficiently spaced to avoid the same grain line, particularly with solid sawn backer blocks. Backer blocks must be installed on wood Joists acting as the header, or supporting member. Install in accordance with the I-Joist manufacturer s installation guidelines. The nails used to install hangers mounted to a Joist header must penetrate through the web and into the backer block on the opposite side. Filler and Backer Block sizes BCI Joist Series Backer Block Thickness Filler Block Thickness 500s 1. 5/" or /" wood panels Two 5/" wood panels or x _ / 5000s 1. /" or 7/" wood panels Two /" wood panels or x _ / 000s /" or two 1/" wood panels x _ + 7/1" or 1/" wood panel / 500s /" or two 5/" wood panels x _ + 5/" or /" wood panel 0.0 / 0.0s 1-1/" or two 1/" wood panels x _ + 7/1" or 1/" wood panel 90.0 / 90s.0 x _ lumber Double x _ lumber Cut backer and filler blocks to a maximum depth equal to the web depth minus 1/" to avoid a forced fit. Backer Block Installation: (minimum 1" wide) Nail with - " (d) nails. Filler Block Installation: Nail with - " (d) nails. Tight fit Typical THO (top mount) backer block installation Backer Block (both sides) web with single BCI Joist With top flange hangers, backer block required only for factored downward loads exceeding 50 lbs or for uplift conditions Gap 1/" + () d Tight fit Typical THF (face mount) backer block installation Backer Block each side Web Stiffener Attachment Web Stiffeners are optional except as noted below: Web stiffeners required at bearing locations for 1" & 0" deep joists. Web stiffeners are always required in hangers that do not extend up to support the top flange the I-joist. Web stiffeners may be required with certain sloped or skewed hangers or to achieve uplift values. Refer to USP's installation requirements. BCI Joist Series Web Stiffener Specifications For Structural Capacity (Min. Thick) Lateral Restraint in Hanger Minimum Width 500s 1. 5/" 5/" -5/1" / 5000s 1. 5/" /" -5/1" / 000s 1. /" 7/" -5/1" / 500s 1. /" 1" or 1-1/" -5/1" 0.0 / 0s.0 /" 7/" -5/1" 90.0 / 90s.0 x lumber (vertical) Web Stiffener Nailing Schedule BCI Joist Bearing Location Joist Series Depth End Intermediate 500s s s s s s.0 9-1/" () -1/" (d) () -1/" (d) 11-7/" () -1/" (d) () -1/" (d) 1" () -1/" (d) (5) -1/" (d) 1" () -1/" (d) () -1/" (d) 9-1/" () -1/" (d) () -1/" (d) 11-7/" () -1/" (d) () -1/" (d) 1" () -1/" (d) (5) -1/" (d) 9-1/" () -1/" (d) () -1/" (d) 11-7/" () -1/" (d) () -1/" (d) 1" () -1/" (d) (5) -1/" (d) 1" () -1/" (d) () -1/" (d) 9-1/" () -1/" (d) () -1/" (d) 11-7/" () -1/" (d) () -1/" (d) 1" () -1/" (d) (5) -1/" (d) 1" () -1/" (d) () -1/" (d) 11-7/" () -1/" (d) () -1/" (d) 1" () -1/" (d) (5) -1/" (d) 1" () -1/" (d) () -1/" (d) 11-7/" () -1/" () () -1/" () 1" (5) -1/" () (5) -1/" () 1" () -1/" () () -1/" () 1" (7) -1/" () (7) -1/" () 0" () -1/" () () -1/" () See the chart, Web Stiffener Nailing Schedule to the left Tight fit Gap: 1/"min " max. " min. " max. Clinch Nails " min. " max. Customer Service & Technical Assistance

3 EWP Installation Support Height & Lateral Stability Hangers for joists without web stiffeners must support the I-joist s top flange and provide lateral resistance with no less than 1 " contact. 1/" (.175 mm) maximum gap Resist lateral movement Hangers for joists with web stiffeners must support a minimum 0% joist depth or potential joist rotation must addressed. Web stiffener 0% min. joist depth Joist depth (Top flange support requirements can be verified in EWP Top Mount Hangers charts under the Web Stiffener Req. column USP s Product Catalog.) Nailer Installations Correct Hanger Attachment to Nailer A nailer or sill plate is considered to be any wood member attached to a steel beam, concrete block wall, concrete stem wall, or other type support unsuitable for nailing which is used as a nailing surface for top mo unt hangers to hold beams or joists. Nailer Sized Correctly Top flange hanger is fully supported and recommended nails have full penetration into nailer, resulting in a carried member hanging safely at the proper height. 1/" (.5 mm) max The nailer must be sized to fit the support width as shown and be sufficient thickness to satisfy recommended top flange nailing requirements. A design pressional must specify nailer attachment to steel beams. Avoid direct contact between hangers and steel beams which may cause squeaks Wrong Nailer Size Causes Component Failure 1/" (.5 mm) max! Too Narrow Top flange not fully supported can cause nail breakout. Or, by fully supporting top flange, hanger is tilted back, causing lifting carried member which results in uneven surfaces and squeaky floors.! Too Wide Loading can cause cross grain breaking nailer. The recommended nailer overhang is 1/" (.5mm) maximum per side.! Too Thin Top flange nailing cannot fully penetrate nailer, causing reduced allowable loads. Never use hangers which require multiple face nails with a nailer or sill plate since the factored resistance are dependent on all nail holes being used. Top Flange Hangers The thickness the hanger metal and nail heads on top mount hangers must be evaluated for the effect on subsequent sheathing. Ensure the top mount hanger is installed so the flanges the hanger are not over-spread which tends to elevate the supported I-Joist, causing uneven floor surfaces and squeaking. Similarly, ensure the hanger is installed plumb such that the face flanges the hanger are mounted firmly against the wide-face surface the header. Flush framing! Hanger over-spread! Hanger not plumb ca-customerservice@mitek.ca

4 Single BCI Joists Min Joist USP Hanger Uplift Down USP Hanger / Height Stock No. 1 Seat (in) Qty Type Qty Type 1% 0% Stock No. 1 Seat (in) Max Qty Type Qty Type BCI 500s Series Joist Width = 1-/" 9-1/ 11-7/ 1 THO17950 THO1711 TFL171 Min d d x 1-1/ Max 1 d Min d d x 1-1/ Max 1 d Min 1 d d x 1-1/ Max 0 d TFL171 d d x 1-1/ 5 70 THF177-1/ -- d d x 1-1/ BCI /5000s 1. Series Joist Width = " 9-1/ TFL095 d Top Mount Hangers,7 d 11-7/ TFL011 d d x 1-1/ Fastener Schedule 5 d x 1-1/ d d x 1-1/ d d x 1-1/ 5 70 d x 1-1/ TFL01 d d x 1-1/ THF1795 THF1711 THF1710 Min d THF095 d x 1-1/ Max 1 d Min d THF011 d x 1-1/ Max 1 d THF010 Min 1 d d x 1-1/ Max 0 d TFL01 d d x 1-1/ 5 70 THF07 -/ -- d d x 1-1/ BCI /000s 1. Series Joist Width = -5/1" 9-1/ TFL95 d d x 1-1/ 5 70 THF95-1/ -- 1 d d x 1-1/ / TFL11 d d x 1-1/ 5 70 THF11-1/ -- 1 d d x 1-1/ 90 1 TFL1 d d x 1-1/ 5 70 THF10-1/ -- 1 d d x 1-1/ TFL1 d d x 1-1/ 5 70 THF -1/ -- d d x 1-1/ BCI 0.0/0s.0 Joist Width = -5/1" 11-7/ TFL11 d d x 1-1/ 5 70 THF11-1/ -- 1 d d x 1-1/ 90 1 TFL1 d d x 1-1/ 5 70 THF10-1/ -- 1 d d x 1-1/ TFL1 d d x 1-1/ 5 70 THF -1/ -- d d x 1-1/ BCI /500s 1. Series Joist Width = -9/1" 9-1/ TFL595 d d x 1-1/ 5 70 THFI d / TFL511 d d x 1-1/ 5 70 THFI d TFL51 d d x 1-1/ 5 70 THFI d TFL51 d d x 1-1/ 5 70 THF -1/ -- d d x 1-1/ BCI 90.0/90s.0 Series Joist Width = -1/" 11-7/ THO511 -/ d d x 1-1/ THF511-1/ -- 1 d d x 1-1/ THO510 -/ 1 d d x 1-1/ 5 9 THF510-1/ -- 0 d d x 1-1/ THO5 -/ 1 d d x 1-1/ 5 9 THF57-1/ -- d d x 1-1/ TFI1-1/ d x 1-1/ THF5-1/ -- d d x 1-1/ TFI0-1/ d x 1-1/ THF5-1/ -- d d x 1-1/ 5 0 1) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for non-shaded hangers by I-joist manufacturers. ) Factored resistances listed are based on hanger attachment to a DF species solid sawn, or VERSA-LAM LVL header. ) Factored uplift resistances have been increased % for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. ) Top Mount Hangers assume supporting headers to have a minimum height 5-1/" and a minimum thickness the length the header nails or the depth the top flange, whichever is greater. For wood nailer options or header materials not included in this table, refer to the current USP Product Catalog. 5) d x 1-1/ nails are 0.1" diameter x 1-1/" long, d nails are 0.1" diameter x " long, and nails are 0.1" diameter x -1/" long. sinkers are 0.1" diameter x -1/" long and may be used where d commons are specified. ) Hangers utilizing nails are not compatible with BCI joists. 7) For top mount hangers supported by I-Joist headers with a flange thickness less than 1-1/", consult USP and Boise for hanger limitations. Face Mount Hangers Fastener Schedule 5 Uplift 1% Down 0% Alignment tab Additional diamond nail holes for maximum nailing THO TFL TFI THFI Customer Service & Technical Assistance THF single Raised dimple allows for 5 nailing

5 Single BCI Joists Length Hanger Seat (in) Adjustable Height Hangers Fastener Schedule Header Joist Skewed 5 Hangers Joist USP Uplift Down USP Hanger Uplift Down Height Stock No. 1,7 Qty Type Qty Type 1% 0% Stock No. 1 Seat (in) Qty Type Qty Type 1% 0% BCI 500s Series Joist Width = 1-/" 9-1/ MSH17 1-/ d d x 1-1/ SKH170L/R 1-7/ 1 d d x 1-1/ / MSH17 1-/ d d x 1-1/ SKH170L/R 1-7/ 1 d d x 1-1/ MSH17 1-/ d d x 1-1/ SKH17L/R 1-7/ 1 d d x 1-1/ MSH17 1-/ d d x 1-1/ SKH17L/R 1-7/ 1 d d x 1-1/ 55 0 BCI /5000s 1. Series Joist Width = " 9-1/ MSH0 1-/ d d SKH00L/R 1-7/ 1 d d x 1-1/ / MSH0 1-/ d d SKH00L/R 1-7/ 1 d d x 1-1/ MSH0 1-/ d d SKH0L/R 1-7/ 1 d d x 1-1/ MSH0 1-/ d d SKH0L/R 1-7/ 1 d d x 1-1/ 55 0 BCI /000s 1. Series Joist Width = -5/1" 9-1/ MSH 1-/ d d x 1-1/ SKH0L/R 1-7/ 1 d d x 1-1/ / MSH 1-/ d d x 1-1/ SKH0L/R 1-7/ 1 d d x 1-1/ MSH 1-/ d d x 1-1/ SKHL/R 1-7/ 1 d d x 1-1/ MSH 1-/ d d x 1-1/ SKHL/R 1-7/ 1 d d x 1-1/ 55 0 BCI 0.0/0s.0 Joist Width = -5/1" 11-7/ MSH 1-/ d d x 1-1/ SKH0L/R 1-7/ 1 d d x 1-1/ MSH 1-/ d d x 1-1/ SKHL/R 1-7/ 1 d d x 1-1/ MSH 1-/ d d x 1-1/ SKHL/R 1-7/ 1 d d x 1-1/ 55 0 BCI /500s 1. Series Joist Width = -9/1" 9-1/ MSH 1-/ d d x 1-1/ SKH50L/R 1-7/ 1 d d x 1-1/ / MSH 1-/ d d x 1-1/ SKH50L/R 1-7/ 1 d d x 1-1/ MSH 1-/ d d x 1-1/ SKH5L/R 1-7/ 1 d d x 1-1/ MSH 1-/ d d x 1-1/ SKH5L/R 1-7/ 1 d d x 1-1/ 55 0 BCI 90.0/90s.0 Series Joist Width = -1/" 11-7/ MSH 1-/ d d -- HD_SK5L/R_BV, -1/ 1 d MSH 1-/ d d -- HD1_SK5L/R_BV, -1/ d MSH 1-/ d d -- HD1_SK5L/R_BV, -1/ d MSH 1-/ d d -- HD1_SK5L/R_BV, -1/ d MSH 1-/ d d -- 0 HD1_SK5L/R_BV, -1/ d ) Shaded hangers require web stiffeners at joist ends. ) Factored resistances listed are based on hanger attachment to a DF species solid sawn, or VERSA-LAM LVL header. ) Factored uplift resistances have been increased % for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. ) d x 1-1/ nails are 0.1" diameter x 1-1/" long, d nails are 0.1" diameter x " long, and nails are 0.1" diameter x -1/" long. sinkers are 0.1" diameter x -1/" long and may be used where d commons are specified. 5) Hangers utilizing nails are not compatible with BCI joists. ) Bevel cut required on end joist to achieve design loads. 7) MSH factored resistances listed in this table assume Top-Min mounting condition installed with - d top nails and - d face nails. For MSH Face-Max and Top-Max mounting conditions not included in this table, refer to the current USP Product Catalog. ) Hangers are special order. Consult USP for pricing and lead times. Length Fastener Schedule Header Joist MSH SKH_L left shown SKH_R right shown HD ca-customerservice@mitek.ca 5

6 Double BCI Joists Joist Height Top Mount Hangers,7 Face Mount Hangers Fastener Schedule 5 Fastener Schedule 5 USP Hanger Uplift Down USP Hanger Uplift Down Stock No. 1 Seat (in) Qty Type Qty Type 1% 0% Stock No. 1 Seat (in) Qty Type Qty Type 1% 0% Double BCI 500s Series Joist Width = -1/" 9-1/ THO5950 -/ d d x 1-1/ THF595-1/ 1 d d x 1-1/ / THO511 -/ d d x 1-1/ THF511-1/ 1 d d x 1-1/ THO510 -/ 1 d d x 1-1/ 5 9 THF510-1/ 1 d d x 1-1/ THO5 -/ 1 d d x 1-1/ 5 9 THF57-1/ 0 d d x 1-1/ 5 0 Double BCI /5000s 1. Series Joist Width = " 9-1/ THO0950- d THF / 1 d d / THO011- d THF / 1 d d THO010- d THF / 0 d d THO0- d THF / 0 d d Double BCI /000s 1. Series Joist Width = -5/" 9-1/ THO950- d THF95- -1/ 1 d d / THO11- d THF11- -1/ 1 d d THO10-1 d THF10- -1/ 0 d d THO- 1 d THF- -1/ d d 15 0 Double BCI 0.0/0s.0 Joist Width = -5/" 11-7/ THO11- d THF11- -1/ 1 d d THO10-1 d THF10- -1/ 0 d d THO- 1 d THF- -1/ d d 15 0 Double BCI /500s 1. Series Joist Width = 5-1/" 9-1/ THO5950- d THF / 1 d d / THO511- d THF / 1 d d THO510-1 d THF / 0 d d THO5-1 d THF5- -1/ d d 15 0 Double BCI 90.0/90s.0 Series Joist Width = 7" 11-7/ BPH7111 d HD710-1/ 1 d BPH711 d HD710-1/ 0 d BPH711 d HD7-1/ d BPH711 d HD710-1/ d BPH710 d HD710-1/ d ) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for non-shaded hangers by I-joist manufacturers. ) Factored resistances listed are based on hanger attachment to a DF species solid sawn, or VERSA-LAM LVL header. ) Factored uplift resistances have been increased % for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. ) Top Mount Hangers assume supporting headers to have a minimum height 5-1/" and a minimum thickness the length the header nails or the depth the top flange, whichever is greater. For wood nailer options or header materials not included in this table, refer to the current USP Product Catalog. 5) d x 1-1/ nails are 0.1" diameter x 1-1/" long, d nails are 0.1" diameter x " long, and nails are 0.1" diameter x -1/" long. sinkers are 0.1" diameter x -1/" long and may be used where d commons are specified. ) Hangers utilizing nails are not compatible with BCI joists. 7) For top mount hangers supported by I-Joist headers with a flange thickness less than 1-1/", consult USP and Boise for hanger limitations. THO BPH THF HD Customer Service & Technical Assistance

7 Double BCI Joists Joist Height Adjustable Height Hangers Skewed 5 Hangers Fastener Schedule Fastener Schedule USP Hanger Uplift Down USP Hanger Uplift Down Stock No. 1,5,9 Seat (in) Qty Type Qty Type 1% 0% Stock No. 1 Seat (in) Qty Type Qty Type 1% 0% Double BCI 500s Series Joist Width = -1/" 9-1/ MSH 1-/ d d -- HD_SK5L/R_BV, -1/ 1 d / MSH 1-/ d d -- HD_SK5L/R_BV, -1/ 1 d MSH 1-/ d d -- HD1_SK5L/R_BV, -1/ d MSH 1-/ d d -- HD1_SK5L/R_BV, -1/ d 0 50 Double BCI /5000s 1. Series Joist Width = " 9-1/ SKH00L/R- -1/ 1 d d / See current USP Product Catalog or BC Framer SKH00L/R- -1/ 1 d d for specialty hanger options SKH0L/R- -1/ 1 d d SKH0L/R- -1/ 1 d d Double BCI /000s 1. Series Joist Width = -5/" 9-1/ MSH- 1-/ d d SKH0L/R- -1/ 1 d d / MSH- 1-/ d d SKH0L/R- -1/ 1 d d MSH- 1-/ d d SKHL/R- -1/ 1 d d MSH- 1-/ d d SKHL/R- -1/ 1 d d Double BCI 0.0/0s.0 Joist Width = -5/" 11-7/ MSH- 1-/ d d SKH0L/R- -1/ 1 d d MSH- 1-/ d d SKHL/R- -1/ 1 d d MSH- 1-/ d d SKHL/R- -1/ 1 d d Double BCI /500s 1. Series Joist Width = 5-1/" 9-1/ SKH50L/R- -1/ 1 d d / See current USP Product Catalog or BC Framer SKH50L/R- -1/ 1 d d for specialty hanger options SKH5L/R- -1/ 1 d d SKH5L/R- -1/ 1 d d Double BCI 90.0/90s.0 Series Joist Width = 7" 11-7/ HD710_SK5L/R_BV, -1/ 1 d HD710_SK5L/R_BV, -1/ 0 d 0 75 See current USP Product Catalog or BC Framer 1 HD7_SK5L/R_BV, -1/ d 0 50 for specialty hanger options 1 HD710_SK5L/R_BV, -1/ d HD710_SK5L/R_BV, -1/ d ) Shaded hangers require web stiffeners at joist ends. ) Factored resistances listed are based on hanger attachment to a DF species solid sawn, or VERSA-LAM LVL header. ) Factored uplift resistances have been increased % for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. ) d nails are 0.1" diameter x " long, and nails are 0.1" diameter x -1/" long. sinkers are 0.1" diameter x -1/" long and may be used where d commons are specified. 5) For additional sizes, stock numbers, and modifications not shown, refer to USP's Product Catalog. ) Bevel cut required on end joist to achieve design loads. 7) Hangers utilizing nails are not compatible with BCI joists. ) Hangers are special order. Consult USP for pricing and lead times. 9) MSH factored resistances listed in this table assume Top-Min mounting condition installed with - d top nails and - d face nails. For MSH Face-Max and Top-Max mounting conditions not included in this table, refer to the current USP Product Catalog. MSH SKH_L left shown SKH_R right shown ca-customerservice@mitek.ca HD 7

8 Versa-Lam LVL Beams & Headers Top Mount Hangers Face Mount Hangers Fastener Schedule Fastener Schedule Length Header Joist Length Header Joist Joist Height USP Stock No. Hanger Seat (in) Qty Type Qty Type Uplift 1% Down 1 0% USP Stock No. Hanger Seat (in) Qty Type Qty Type Uplift 1% Down 1 0% 1-/" VERSA-LAM LVL 7-1/ PHXU1775-1/ d x 1-1/ HD d x 1-1/ / 9-1/ 11-1/ 11-7/ 1 BPH1795 BPH1795 BPH1711 BPH1711 BPH171 -/ -/ -/ -/ -/ d x 1-1/ d x 1-1/ d x 1-1/ d x 1-1/ d x 1-1/ HD1795 HD1795 HD1711 HD1711 HD d x 1-1/ d x 1-1/ d x 1-1/ d x 1-1/ d x 1-1/ PHXU1795 PHXU1795 PHXU1711 PHXU1711 PHXU171-1/ -1/ -1/ -1/ -1/ d x 1-1/ d x 1-1/ d x 1-1/ d x 1-1/ d x 1-1/ HUS179 5 HUS179 5 HUS179 5 HUS179 5 HUS Ply 1-/" VERSA-LAM LVL or -1/" VERSA-LAM LVL 7-1/ PHXU575-1/ d THD 1 d / 9-1/ 11-1/ 11-7/ PHXU5-1/ d HD1-1/ d 5 50 HBPH5-1/ THDH HBPH595 HBPH595 HBPH511 HBPH511 HBPH51 HBPH51 HBPH51 HBPH50-1/ -1/ -1/ -1/ -1/ -1/ -1/ -1/ THD 105 THD 105 THD 105 THD 105 THD 105 THD1 105 THD1 105 THD d d d d d d d d HLBH595 HLBH595 HLBH511 HLBH511 HLBH51 HLBH51 HLBH51 HLBH50 NA1D-RS NA1D-RS NA1D-RS NA1D-RS NA1D-RS NA1D-RS NA1D-RS NA1D-RS THDH THDH THDH THDH THDH THDH THDH THDH PHXU5-1/ d HD1-1/ d ) Factored resistances listed are based on hanger attachment to a DF species LVL header. ) Factored uplift resistances have been increased % for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. ) Top Mount Hangers assume supporting headers to have a minimum height 5-1/" and a minimum thickness the length the header nails or the depth the top flange, whichever is greater. For wood nailer options or header materials not included in this table, refer to the current USP Product Catalog. ) d x 1-1/ nails are 0.1" diameter x 1-1/" long, d nails are 0.1" diameter x " long, and nails are 0.1" diameter x -1/" long, NA1D-RS are (0.1" diameter) x -1/" long ring shank nails. sinkers are 0.1" diameter x -1/" long and may be used where d commons are specified. 5) Joist nails need to be toe nailed at a 0 to 5 angle to achieve listed loads for THDH and HUS models. ) Supplemental lateral support connection recommended when hanger height is less than 0% joist height. BPH PHXU HBPH HLBH HD HUS THD THDH Customer Service & Technical Assistance

9 Versa-Lam LVL Beams & Headers Top Mount Hangers Fastener Schedule Face Mount Hangers Fastener Schedule Joist USP Hanger Uplift Down 1 USP Hanger Height Stock No. Seat (in) Qty Type Qty Type 1% 0% Stock No. Seat (in) Qty Type Qty Type Ply 1-/" VERSA-LAM LVL or 5-1/" VERSA-LAM LVL 7-1/ BPH5575-1/ d HBPH5595-1/ THD 0 d / HLBH5595 NA1D-RS THDH HBPH5595-1/ THD 0 d / HLBH5595 NA1D-RS THDH HBPH5511-1/ THD 0 d / HLBH5511 NA1D-RS THDH HBPH5511-1/ THD 0 d / HLBH5511 NA1D-RS THDH HBPH551-1/ THD 0 d HLBH551 NA1D-RS THDH HBPH551-1/ THD1 0 d HLBH551 NA1D-RS THDH HBPH551-1/ THD1 0 d HLBH551 NA1D-RS THDH HBPH550-1/ THD1 5 0 d HLBH550 NA1D-RS THDH XHLBH55 7 NA1D-RS THD1 5 0 d THDH XHLBH55 7 NA1D-RS THD1 5 0 d THDH Ply 1-/" VERSA-LAM LVL or 7" VERSA-LAM LVL HBPH7195-1/ THD7 0 d / HLBH7195 NA1D-RS THDH7 5 1 HBPH7195-1/ THD7 0 d / HLBH7195 NA1D-RS THDH7 5 1 HBPH7111-1/ THD7 0 d / HLBH7111 NA1D-RS THDH HBPH7111-1/ THD7 0 d / HLBH7111 NA1D-RS THDH HBPH711-1/ THD7 0 d HLBH711 NA1D-RS THDH HBPH711-1/ HD710-1/ 1 d HLBH711 NA1D-RS THDH HBPH711-1/ HD710-1/ 0 d HLBH711 NA1D-RS THDH HBPH710-1/ HD710-1/ 0 d HLBH710 NA1D-RS THDH HBPH71-1/ HD710-1/ d 5 50 HLBH71 NA1D-RS THDH HBPH71-1/ HD710-1/ d 5 50 HLBH71 NA1D-RS THDH ) Factored resistances listed are based on hanger attachment to a DF species LVL header. ) Factored uplift resistances have been increased % for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. ) Top Mount Hangers assume supporting headers to have a minimum height 5-1/" and a minimum thickness the length the header nails or the depth the top flange, whichever is greater. For wood nailer options or header materials not included in this table, refer to the current USP Product Catalog. ) d nails are 0.1" diameter x " long, and nails are 0.1" diameter x -1/" long, NA1D-RS are (0.1" diameter) x -1/" long ring shank nails. sinkers are 0.1" diameter x -1/" long and may be used where d commons are specified. 5) Joist nails need to be toe nailed at a 0 to 5 angle to achieve listed loads for THDH models. ) For additional sizes, stock numbers, and modifications not shown, refer to USP's Product Catalog. 7) Hangers are special order. Consult USP for pricing and lead times. ) Supplemental lateral support connection recommended when hanger height is less than 0% joist height. Uplift 1% Down 1 0% BPH HBPH HLBH THD ca-customerservice@mitek.ca HD THDH 9

10 Slope/Skew Hangers The LSSH series connects rafters to ridge beams in vaulted ro structures. This series is field adjustable to meet a variety skew and/or slope applications. Slopes and skews 0 to 5. Installation: Use all specified fasteners. Steps: 1. Position LSSH connector against plumb-cut end joist. Fasten joist side flanges on both sides with d (0.1 ) x 1-1/" nails. Bend seat up to fit against joist bottom and drive (1) d (0.1 ) x 1-1/" nail through bottom seat into joist bottom flange. Drive () d (0.1 ) x 1-1/" nail at downward angle through dimpled nailing guides.. Lean connector and rafter end against ridge beam at desired position. Install d (0.1 x ) or (0.1 x -1/ ) nails through nail holes into ridge beam at right 90 angle. If skewing the rafter, only drive nails into ridge beam on inside flange.. Bend flange to desired angle.. Hammer outside flange until edge touches header. Fasten outside flange to ridge by driving d (0.1 x ) or (0.1 x -1/ ) nails through nail holes. Web stiffeners are required for all wood I-Joist installations. Designer may consider adding a tension restraint for the supported member for ro slopes exceeding /1. Typical LSSH installation Slope to 5 up or down & Skew to 5 maximum LSSH 1 Fastener Schedule DF Length Header Joist Joist USP Hanger Installation Uplift Down Height Stock No. 1, Seat (in) Type Qty Type Qty Type 1% 0% BCI 500s 1. Series Joist Width = 1-/" Sloped Only d 7 d x 1-1/ / 1 LSSH179 Skewed Only or Sloped & Skewed d 7 d x 1-1/ BCI /5000s 1. Series Joist Width = " Sloped Only d 7 d x 1-1/ / 1 LSSH0 Skewed Only or Sloped & Skewed d 7 d x 1-1/ BCI /000s 1. Series Joist Width = -5/1" Sloped Only d 7 d x 1-1/ / 1 LSSH Skewed Only or Sloped & Skewed d 7 d x 1-1/ BCI 0.0/0s.0 Series Joist Width = -5/1" Sloped Only d 7 d x 1-1/ / 1 LSSH Skewed Only or Sloped & Skewed d 7 d x 1-1/ BCI /500s 1. Series Joist Width = -9/1" Sloped Only 1 1 d x 1-1/ / 1 LSSH5 Skewed Only or Sloped & Skewed 1 1 d x 1-1/ BCI 90.0/90s.0 Series Joist Width = -1/" Sloped Only 1 1 d x 1-1/ / 0 LSSH5 Skewed Only or Sloped & Skewed 1 1 d x 1-1/ ) Shaded hangers require web stiffeners at joist ends. ) Factored resistance is based on hanger attachment to a DF species solid sawn, or VERSA-LAM LVL header. ) Factored uplift resistances have been increased % for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. ) d x 1-1/ nails are 0.1" dia. x 1-1/" long, d nails are 0.1" dia. x " long. 5) Hangers utilizing nails are not compatible with BCI joists. ) Supplemental lateral support connection recommended when hanger height is less than 0% joist height. Customer Service & Technical Assistance

11 Variable Pitch Connectors The TMP and TMPH are designed to make rafter-to-plate connections and eliminate time-consuming bird s-mouth notching or bevel plate installation. Installation: Use all specified fasteners. Position connector on top plate. Fasten connector to outside top plate with specified nails. Insert rafter into rafter pocket. Adjust rafter and pocket to correct pitch. Fasten rafter to connector with specified nails. For TMP: drive specified nails through the opposing slots in the pocket. For TMPH: slide the fulcrum until it supports the pocket at the desired pitch and drive nails down through the fulcrum base into the top plate to lock the fulcrum into position. Pitch Range: TMP - 1/1 /1 TMPH - /1 1/1-1/" W L TMP TMP Dimensions Fastener Schedule DF Joist USP (in) Header Joist Uplift Down Height Stock No. 1 W L Qty Type Qty Type 1% 0% BCI 500s 1. Series Joist Width = 1-/" All TMP /1 5-9/1 d d x 1-1/ BCI /5000s 1. Series Joist Width = " All TMP1-1/ -/ d d x 1-1/ 00 1 BCI /000s 1. Series Joist Width = -5/1" All TMP -/ -/ d d x 1-1/ BCI 0.0/0s.0 Series Joist Width = -5/1" All TMP -/ -/ d d x 1-1/ BCI /500s 1. Series Joist Width = -9/1" All TMP5-11/1 -/ d d x 1-1/ BCI 90.0/90s.0 Series Joist Width = -1/" All TMP -9/1 7-5/1 d d x 1-1/ ) Web stiffeners may be required for hangers by I-joist manufacturers. ) Factored resistance is based on hanger attachment to a DF species solid sawn, or VERSA-LAM LVL header. ) Factored uplift resistances have been increased % for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. ) d x 1-1/ nails are 0.1" dia. x 1-1/" long, d nails are 0.1" dia. x " long. TMPH Typical TMP installation Dimensions (in) Fastener Schedule DF Joist USP Header Joist According to Pitch Uplift Height Stock No. 1 W H L Qty Type Qty Type /1 7/1 /1 9/1 /1 11/1 1/1 1/1 1/1 1% BCI 500s 1. Series Joist Width = 1-/" All TMPH /1 -/ -9/1 d d x 1-1/ BCI /5000s 1. Series Joist Width = " All TMPH1-1/ -5/ 7-/ d d x 1-1/ BCI /000s 1. Series Joist Width = -5/1" All TMPH -/ -1/ 7-/ d d x 1-1/ BCI 0.0/0s.0 Series Joist Width = -5/1" All TMPH -/ -1/ 7-/ d d x 1-1/ BCI /500s 1. Series Joist Width = -9/1" All TMPH5-11/1-5/1 7-/ d d x 1-1/ BCI 90.0/90s.0 Series Joist Width = -1/" All TMPH -9/1-1/ -9/1 d d x 1-1/ ) Web stiffeners are required for all Wood I-Joist installations. ) Factored resistance is based on hanger attachment to a DF species solid sawn, or VERSA-LAM LVL header. ) Factored uplift resistances have been increased % for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. ) d x 1-1/ nails are 0.1" dia. x 1-1/" long, d nails are 0.1" dia. x " long. H L W Fulcrum TMPH Typical TMPH installation " -11/1" ca-customerservice@mitek.ca 11

12 General Installation WS Series Wood Screw Applications - Joining,, or Ply VERSA-LAM LVL Members Installation: Screws are self-drilling. Install using a low speed clutch drill with /" hex head driver. The washer head should be flat to the surface and the serrations will oppose turning and release the clutch. Do not over-tighten the screws. For ply members, wood screws shall be installed with the screw heads in the loaded ply. For or ply members, wood screws shall be installed in both outer plies. Designer shall specify all wood screw locations. Increase edge and end distances if wood splitting occurs. Stagger all screws installed into the opposite face. A minimum rows screws shall be used for all members 5-1/" and deeper. /" USP Name Screw length L SH T Recommended Row Guidelines 1-1/" min. 1" min. recommended (Typ) " min. end member WS -1/" min. Install screws on hanger attachment side spacing " min. " max. spacing " min. " max. 1-1/" min. Figure 1 Figure Figure Figure Figure 5 Figure WS5 installed in () 1-/" Ply WS5 installed in () 1-/" Ply WS installed in () 1-/" Ply WS5 installed in (1) 1-/", (1) -1/" Ply WS5 installed in () 1-/", (1) -1/" Ply WS installed in () -1/" Ply Dimensions (in) Multiple Members Installation Maximum Factored Uniform Loads that can be applied to either outside member 1,,,,5, Wood Screw Spacing 1-in O.C. 1-in O.C. -in O.C. Rows Rows Rows Rows Rows Rows USP Size (in) Stock No. L SH T Figure,7,9, Lbs/ft kn/m Lbs/ft kn/m Lbs/ft kn/m Lbs/ft kn/m Lbs/ft kn/m Lbs/ft kn/m / x -1/ WS5-1/ / -1/ / x WS 1-/ ) Factored Resistance values determined in accordance with CSA O-1 Clause ) Loads are based on SCL with an equivalent S.G. = 0.50 and a side member thickness 1-/", except for Figure installation with a side member thickness -1/". ) Load values depicted assume that the uniform load is applied to the most narrow outside ply only. ) Except for Figure installation, load values neglect any contribution screws installed to opposite side, even if they extend significantly into the loaded ply. 5) Loads are for normal (0%) duration load, and may be increased in accordance with the code. ) Uniform loads in table represent the capacity the fasteners. The capacity the LVL or PSL beam may be less and should be checked by a qualified designer or with the manufacturer's literature. 7) A qualified designer shall ensure the adequacy a 7" wide beam to resist the applied load on one edge; otherwise, the loads shall be uniformly distributed across the width or applied equally on both sides. ) Wood screws longer than -1/" are not recommended for use with Parallam PSL or TimberStrand LSL. 9) For Figure 1: The head the wood screw is on the same side as the loaded ply. ) For Figures,, 5, and : Stagger the screws on opposite face by half minimum spacing requirements. 1 Customer Service & Technical Assistance

13 Specification Tools All available on our Web Comprehensive Web Site Contains all USP literature in a printable.pdf format Drawing Library downloads Drawing Library Drawing Library contains over 50 illustrations in.dxf and.dwg formats Find drawings quickly by USP Stock No. or Reference No. High Wind/Seismic Applications are also available Customer Service Phone: Fax: ca-customerservice@mitek.ca Manufacturing: Montgomery, MN Phoenix, AZ Largo, FL Thornhill, ON Warehouses: Surrey, BC Calgary, AB Edmonton, AB Laval, QC Dieppe, NB Copyright 01 MiTek USA, Inc. Revised November, 01.

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