LSSH179 THF17925 THO17118

Transcription

1 EWP Product Guide For Use With Products Manufactured by connectors.com SKH50R- LSSH179 THF1795 THO17118 Corona Westampton Largo Montgomery Humble Tracy Thornhill, Ontario Phoenix 945

2 General Notes Follow these instructions to ensure the proper installation of products. See current 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 ouglas Fir-Larch (F-L), Southern Pine (SP), or Microllam LVL, Parallam PSL, or TimberStrand LSL. reaction should be checked by a qualified designer to ensure proper hanger selection. loads have been increased 60% 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 60% of joist height, joist rotation may occur, therefore supplemental lateral restraints are required, see page 3. The type and quantity of fasteners used to install products is critical to connector performance. To achieve the allowable loads shown in this catalog, install with the fasteners specified for that particular Backer Blocks Pattern the nails used to install backer blocks or web stiffeners in wood TJI s 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 TJI With top flange hangers, backer block required only for downward loads exceeding 50 lbs or for uplift conditions Typical THO backer block installation Backer Block Installation: Install tight to top flange (tight to bottom flange with face mount hangers). Attach per table to the right. Filler Block Installation: Attach per table to the right. Gap 1/8 Gap 1/8 + Typical THF backer block installation Backer Block (both sides) of web with single TJI. Gap 1/8 Varies. See Table to the right Backer Block each side product. All specified fasteners must be properly installed prior to applying load of any kind to the connection. Throughout this catalog, dimensions are expressed in inches and allowable loads in pounds, unless specifically noted otherwise. Load values for 10d and 16d designations in the fastener schedules throughout this catalog refer to common wire nails, unless noted otherwise. The allowable loads shown in this catalog are based on Allowable Stress esign methodology. Multiple TJI I- Plies: Fasten together multiple plies of wood TJI s, in accordance with Weyerhaeuser s installation guidelines, such that the joists act as a single unit. Sloped TJI s: Use sloped seat hangers and beveled web stiffeners whenever the slope exceeds the following: 1/:1 for seat bearing lengths of -1/ or less; 3/8:1 for bearing lengths between -1/ and 3-1/ ; and 1/4:1 for bearing lengths in excess of 3-1/. s acting as the header, or supporting member. Install in accordance with the Weyerhaeuser installation guidelines. The nails used to install hangers mounted to a TJI header must penetrate through the web and into the backer block on the opposite side. Filler and Backer Block Sizes TJI epth Type 1 Filler / Backer Size Nail Quantity /" or 11-7/8" 14" 9-1/" or 11-7/8" 14" - 16" 9-1/" or 11-7/8" 14" - 16" 9-1/" or 11-7/8" 14" - 16" 18" - 0" 11-7/8" 14" - 16" 18" - 0" 18" - 0" " - 4" Filler x6 10d (0.18" x 3") 10 Backer 5/8" or 3/4" 10d (0.18" x 3") 10 Filler x8 10d (0.18" x 3") 10 Backer 5/8" or 3/4" 10d (0.18" x 3") 10 Filler x6 + 3/8" sheathing 10d (0.18" x 3") 10 Backer 3/4" or 7/8" 10d (0.18" x 3") 10 Filler x8 + 3/8" sheathing 10d (0.18" x 3") 10 Backer 3/4" or 7/8" 10d (0.18" x 3") 10 Filler x6 + 1/" sheathing 10d (0.18" x 3") 10 Backer 7/8" or 1" net 10d (0.18" x 3") 10 Filler x8 + 1/" sheathing 10d (0.18" x 3") 10 Backer 7/8" or 1" net 10d (0.18" x 3") 10 Filler x6 + 1/" sheathing 10d (0.18" x 3") 10 Backer 7/8" or 1" net 10d (0.18" x 3") 10 Filler x8 + 1/" sheathing 10d (0.18" x 3") 10 Backer 7/8" or 1" net 10d (0.18" x 3") 10 Filler x1 + 1/" sheathing 10d (0.18" x 3") 15, one side Backer 1" net 10d (0.18" x 3") 15 Filler Two x6 16d (0.135" x 3-1/") 10, each side Backer x6 10d (0.18" x 3") 10 Filler Two x8 16d (0.135" x 3-1/") 10, each side Backer x8 10d (0.18" x 3") 10 Filler Two x1 16d (0.135" x 3-1/") 15, each side Backer x1 10d (0.18" x 3") 15 Filler Two x1 16d (0.135" x 3-1/") 15, each side Backer x1 10d (0.18" x 3") 15 Filler Four 3/4" x 15" sheathing 16d (0.135" x 3-1/") 5, each side Backer Two 3/4" x 15" sheathing 10d (0.18" x 3") 15 1 If necessary, increase filler and backer block height for face mount hangers and maintain 1/8" gap at top of joist. See web stiffener attachment details. Filler and backer block dimensions should accommodate required nailing without splitting. The suggested minimum length is 4" for filler and 1" for backer blocks. For TJI depths 16" or less, use 15 nails for multi-family applications. Web Stiffener Attachment for TJI s 1 for TJI 110, 10, 30, 360 joists 1-1/ for TJI 560, 560 joists Gap: 1/8 minimum -3/4 maximum Nailing: See table to the right Web stiffener both side: See table to the right Tight fit Minimum Web No. of Nails TJI epth Stiffener Size Type End Int 110 All 5/8" x -5/16" 1 8d (0.113" x -1/") All 3/4" x -5/16" 1 8d (0.113" x -1/") All 7/8" x -5/16" 1 8d (0.113" x -1/") All 7/8" x -5/16" 1 8d (0.113" x -1/") All x4 16d (0.135" x 3-1/") " " 5 5 " 3 x4 16d (0.135" x 3-1/") " Customer Service & Technical Assistance Nailing Requirements 1) PS1 or PS sheathing, face grain vertical ) Construction grade or better 3) Web stiffeners are always required for and 4 TJI 560 joists.

3 EWP Installation Support & Lateral Stability Hangers for joists without web stiffeners must support the TJI s I- s top flange and provide lateral resistance with no less than 1 8 contact. 1/8"maximum gap Resist lateral movement Web stiffener Hangers for joists with web stiffeners must support a minimum of 60% of joist depth or potential joist rotation must addressed by other means. 60% min. of joist depth depth (Top flange support requirements can be verified in EWP Top Mount Hangers charts under the Web Stiffener Req. column of 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 of 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 of hanger is fully supported and recommended nails have full penetration into nailer, resulting in a carried member hanging safely at the proper height. The nailer must be sized to fit the support width as shown and be of sufficient thickness to satisfy recommended top flange nailing requirements. A design professional must specify nailer attachment to steel beams. Wrong Nailer Size Causes Component Failure Avoid direct contact between hangers and steel beams which may cause squeaks 1/4"max 1/4" max! Too Narrow Top flange not fully supported can cause nail breakout. Or, by fully supporting top flange, hanger is tilted back, causing lifting of carried member which results in uneven surfaces and squeaky floors.! Too Wide Loading can cause cross grain breaking of nailer. The recommended nailer overhang is 1/4" 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 allowable loads are dependent on all nail holes being used. Top Flange Hangers The thickness of 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 of the hanger are not over-spread which tends to elevate the supported I-, causing uneven floor surfaces and squeaking. Similarly, ensure the hanger is installed plumb such that the face flanges of the hanger are mounted firmly against the wide-face surface of the header.! connectors.com uspcustomerservice@mii.com! 3

4 Single TJI s Stock No. 1 im 6 Top Mount Hangers 4,7 Face Mount Hangers Fastener Schedule 5 Fastener Schedule 5 F/SP Header own Header Min / Qty Type Qty Type 160% 3 100% Stock No. 1 im 6 Max Qty Type Qty Type TJI 110 Width = 1-3/4" 9-1/ THO d 10d x 1-1/ THF1795 Min 8 10d 10d x 1-1/ Max /8 THO d 10d x 1-1/ THF1711 Min 8 10d 10d x 1-1/ Max TFL d Min 1 10d 10d x 1-1/ Max TFL d 10d x 1-1/ THF / d 10d x 1-1/ TJI 10 Width = -1/16" 9-1/ TFL d 11-7/8 TFL d 14 TFL d 10d x 1-1/ 10d x 1-1/ 10d x 1-1/ 10d x 1-1/ Min 8 10d 10d x 1-1/ Max Min 8 10d 10d x 1-1/ Max THF0140 Min 1 10d 10d x 1-1/ Max TFL d 10d x 1-1/ THF / d 10d x 1-1/ TJI 30 Width = -5/16" THF17140 THF095 THF / TFL d 10d x 1-1/ THF395-1/ d 10d x 1-1/ /8 TFL d 10d x 1-1/ THF3118-1/ d 10d x 1-1/ TFL d 10d x 1-1/ THF3140-1/ d 10d x 1-1/ TFL d 10d x 1-1/ THF3160-1/ -- 10d 10d x 1-1/ TJI 360 Width = -5/16" 11-7/8 TFL d 10d x 1-1/ THF3118-1/ d 10d x 1-1/ TFL d 10d x 1-1/ THF3140-1/ d 10d x 1-1/ TFL d 10d x 1-1/ THF3160-1/ -- 10d 10d x 1-1/ TFI3518-1/ 6 16d 10d x 1-1/ THF3160-1/ -- 10d 10d x 1-1/ TFI350-1/ 6 16d 10d x 1-1/ THF3160-1/ -- 10d 10d x 1-1/ TJI 560 Width = 3-1/" 11-7/8 THO / d 10d x 1-1/ THF3511-1/ d 10d x 1-1/ THO /8 1 10d 10d x 1-1/ THF / d 10d x 1-1/ THO /8 1 10d 10d x 1-1/ THF / -- 10d 10d x 1-1/ TFI418-1/ 6 16d 10d x 1-1/ THF / -- 10d 10d x 1-1/ TFI40-1/ 6 16d 10d x 1-1/ THF / -- 10d 10d x 1-1/ TJI 560 Width = 3-1/" 18 TFI418-1/ 6 16d 10d x 1-1/ THF / -- 10d 10d x 1-1/ TFI40-1/ 6 16d 10d x 1-1/ THF / -- 10d 10d x 1-1/ TFI4-1/ 10 16d 10d x 1-1/ THF / -- 10d 10d x 1-1/ TFI44-1/ 10 16d 10d x 1-1/ THF / -- 10d 10d x 1-1/ ) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for non-shaded hangers by Weyerhaeuser. ) Loads listed are based on hanger attachment to a F or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header. Contact your local Weyerhaeuser or Structural Connectors Technical Representative for additional duration of load values. 3) loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 4) Top Mount Hangers require minimum 3" header width for THO series hangers; 3-1/" minimum header thickness for all other stock numbers. 5) 10d x 1-1/ nails are 0.148" diameter x 1-1/" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.16" diameter x 3-1/" long. 16d sinkers are 0.148" diameter x 3-1/4" long and may be used where 10d nails (0.148" diameter x 3" long) are specified. 6) im is the length of the hanger seat. 7) For top mount hangers supported by TJI headers with a flange thickness less than 1-1/", consult and Weyerhaeuser for hanger limitations. F/SP 160% 3 own 100% THO TFL TFI THF single Additional diamond nail holes for maximum nailing Standard round nail holes for minimum nailing Raised dimple allows for 45 nailing 4 Customer Service & Technical Assistance

5 Single TJI s Stock No. 1,8 im 7 Adjustable Fastener Schedule 4 Fastener Schedule 4,7 F/SP Header Header own Qty Type Qty Type 160% 3 100% Stock No. 1,6 im 7 Qty Type Qty Type TJI 110 Width = 1-3/4" 9-1/ MSH d 4 10d x 1-1/ SKH170L/R 1-7/ d 10 10d x 1-1/ /8 MSH d 4 10d x 1-1/ SKH170L/R 1-7/ d 10 10d x 1-1/ MSH17 1-3/4 6 10d 4 10d x 1-1/ SKH174L/R 1-7/ d 10 10d x 1-1/ MSH17 1-3/4 6 10d 4 10d x 1-1/ SKH174L/R 1-7/ d 10 10d x 1-1/ TJI 10 Width = -1/16" 9-1/ MSH0 1-3/4 6 10d 4 10d SKH00L/R 1-7/ d 10 10d x 1-1/ /8 MSH0 1-3/4 6 10d 4 10d SKH00L/R 1-7/ d 10 10d x 1-1/ MSH0 1-3/4 6 10d 4 10d SKH04L/R 1-7/ d 10 10d x 1-1/ MSH0 1-3/4 6 10d 4 10d SKH04L/R 1-7/ d 10 10d x 1-1/ TJI 30 Width = -5/16" 9-1/ MSH3 1-3/4 6 10d 4 10d x 1-1/ SKH30L/R 1-7/ d 10 10d x 1-1/ /8 MSH3 1-3/4 6 10d 4 10d x 1-1/ SKH30L/R 1-7/ d 10 10d x 1-1/ MSH3 1-3/4 6 10d 4 10d x 1-1/ SKH34L/R 1-7/ d 10 10d x 1-1/ MSH3 1-3/4 6 10d 4 10d x 1-1/ SKH34L/R 1-7/ d 10 10d x 1-1/ TJI 360 Width = -5/16" 11-7/8 MSH3 1-3/4 6 10d 4 10d x 1-1/ SKH30L/R 1-7/ d 10 10d x 1-1/ MSH3 1-3/4 6 10d 4 10d x 1-1/ SKH34L/R 1-7/ d 10 10d x 1-1/ MSH3 1-3/4 6 10d 4 10d x 1-1/ SKH34L/R 1-7/ d 10 10d x 1-1/ MSH3 1-3/4 6 10d 4 10d x 1-1/ SKH34L/R 1-7/ d 10 10d x 1-1/ MSH3 1-3/4 6 10d 4 10d x 1-1/ SKH34L/R 5 1-7/ d 10 10d x 1-1/ TJI 560 Width = 3-1/" 11-7/8 MSH4 1-3/4 6 10d 6 10d H410_SK45L/R_BV 5,9-1/ 18 16d 10 10d MSH4 1-3/4 6 10d 6 10d H414_SK45L/R_BV 5,9-1/ 4 16d 10 10d MSH4 1-3/4 6 10d 6 10d H414_SK45L/R_BV 5,9-1/ 4 16d 10 10d MSH4 1-3/4 6 10d 6 10d H414_SK45L/R_BV 5,9-1/ 4 16d 10 10d MSH4 1-3/4 6 10d 6 10d H414_SK45L/R_BV 5,9-1/ 4 16d 10 10d TJI 560 Width = 3-1/" Skewed 45 Hangers 18 MSH4 1-3/4 6 10d 6 10d H414_SK45L/R_BV 5,9-1/ 4 16d 10 10d MSH4 1-3/4 6 10d 6 10d H414_SK45L/R_BV 5,9-1/ 4 16d 10 10d MSH4 1-3/4 6 10d 6 10d MSH4 1-3/4 6 10d 6 10d ) Shaded hangers require web stiffeners at joist ends. ) Loads listed are based on hanger attachment to a F or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header. Contact your local Weyerhaeuser or Structural Connectors Technical Representative for additional duration of load values. 3) loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 4) 10d x 1-1/ nails are 0.148" diameter x 1-1/" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.16" diameter x 3-1/" long. 5) Miter cut required for SKH hangers and bevel cut required for H hangers on end of joist to achieve design loads. 6) For additional sizes, stock numbers, and modifications not shown, refer to 's Product Catalog. 7) im is the length of the hanger seat. 8) MSH factored resistances listed in this table assume Top-Min mounting condition installed with 4-10d top nails and - 10d face nails. For MSH Face-Max and Top-Max mounting conditions not included in this table, refer to the current Product Catalog. 9) Hangers are special order. Contact for pricing and lead times. F/SP 160% 3 own 100% connectors.com uspcustomerservice@mii.com MSH SKH_L left shown

6 ouble TJI s Stock No. 1 ouble TJI 110 im 6 Top Mount Hangers 4,8 Face Mount Hangers Fastener Schedule 5 F/SP Fastener Schedule 5 Header own Header Qty Type Qty Type 160% 3 100% Stock No. 1 im 6 Qty Type Qty Type Width = 3-1/" 9-1/ THO / d 10d x 1-1/ THF3595-1/ 1 10d 10d x 1-1/ /8 THO / d 10d x 1-1/ THF3511-1/ 16 10d 10d x 1-1/ THO /8 1 10d 10d x 1-1/ THF / 0 10d 10d x 1-1/ THO /8 1 10d 10d x 1-1/ THF / 10d 10d x 1-1/ ouble TJI 10 Width = 4-1/8" 9-1/ THO d 6 10d THF / 1 10d 6 10d /8 THO d 6 10d THF / 16 10d 6 10d THO d 6 10d THF / 0 10d 6 10d THO d 6 10d THF / 0 10d 6 10d ouble TJI 30 Width = 4-5/8" 9-1/ THO d 6 10d THF / 14 10d 6 10d /8 THO d 6 10d THF / 16 10d 6 10d THO d 6 10d THF / 0 10d 6 10d THO d 6 10d THF / 4 10d 6 10d ouble TJI 360 Width = 4-5/8" 11-7/8 THO d 6 10d THF / 16 10d 6 10d THO d 6 10d THF / 0 10d 6 10d THO d 6 10d THF / 4 10d 6 10d THO d 6 10d THF / 4 10d 6 10d THO d 6 10d THF / 4 10d 6 10d ouble TJI 560 Width = 7" 11-7/8 BPH d 6 10d H710-1/ 16 16d 6 10d BPH d 6 10d H7140-1/ 0 16d 8 10d BPH d 6 10d H7160-1/ 4 16d 8 10d BPH d 6 10d H7160-1/ 4 16d 8 10d BPH d 6 10d H7160-1/ 4 16d 8 10d ouble TJI 560 Width = 7" 18 BPH d 6 10d H7160-1/ 4 16d 8 10d BPH d 6 10d H7160-1/ 4 16d 8 10d BPH d 6 10d H7160-1/ 4 16d 8 10d BPH d 6 10d H7160-1/ 4 16d 8 10d ) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for non-shaded hangers by Weyerhaeuser. ) Loads listed are based on hanger attachment to a F or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header. Contact your local Weyerhaeuser or Structural Connectors Technical Representative for additional duration of load values. 3) loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 4) Top Mount Hangers require minimum 3" header width for THO series hangers; 3-1/" minimum header thickness for all other stock numbers. 5) 10d x 1-1/ nails are 0.148" diameter x 1-1/" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.16" diameter x 3-1/" long. 16d sinkers are 0.148" diameter x 3-1/4" long and may be used where 10d nails (0.148" diameter x 3" long) are specified. 6) im is the length of the hanger seat. 7) For top mount hangers supported by TJI headers with a flange thickness less than 1-1/", consult and Weyerhaeuser for hanger limitations. F/SP 160% 3 own 100% THO ouble BPH THF ouble H 6 Customer Service & Technical Assistance

7 ouble TJI s Stock No. 1,5,9 im 6 Adjustable Fastener Schedule 4 Fastener Schedule 4 F/SP Header Header own Qty Type Qty Type 160% 3 100% Stock No. 1 im 6 Qty Type Qty Type ouble TJI 110 Width = 3-1/" 9-1/ MSH4 1-3/4 6 10d 6 10d H410_SK45L/R_BV 7, -1/ 18 16d 10 10d /8 MSH4 1-3/4 6 10d 6 10d H410_SK45L/R_BV 7, -1/ 18 16d 10 10d MSH4 1-3/4 6 10d 6 10d H414_SK45L/R_BV 7, -1/ 4 16d 10 10d MSH4 1-3/4 6 10d 6 10d H414_SK45L/R_BV 7, -1/ 4 16d 10 10d ouble TJI 10 Width = 4-1/8" 9-1/ SKH00L/R / 14 10d 10 10d /8 See current Product Catalog or SKH00L/R / 14 10d 10 10d Weyerhaeuser software for specialty hanger options SKH04L/R / 16 10d 10 10d SKH04L/R / 16 10d 10 10d ouble TJI 30 Width = 4-5/8" 9-1/ MSH3-1-3/4 6 10d 4 10d SKH30L/R / 14 10d 10 10d /8 MSH3-1-3/4 6 10d 4 10d SKH30L/R / 14 10d 10 10d MSH3-1-3/4 6 10d 4 10d SKH34L/R / 16 10d 10 10d MSH3-1-3/4 6 10d 4 10d SKH34L/R / 16 10d 10 10d ouble TJI 360 Width = 4-5/8" 11-7/8 MSH3-1-3/4 6 10d 4 10d SKH30L/R / 14 10d 10 10d MSH3-1-3/4 6 10d 4 10d SKH34L/R / 16 10d 10 10d MSH3-1-3/4 6 10d 4 10d SKH34L/R / 16 10d 10 10d SKH34L/R / 16 10d 10 10d ouble TJI 560 Width = 7" 11-7/8 H710-SK45L/R 7,8-1/ 16 16d 6 10d H7140-SK45L/R 7,8-1/ 0 16d 8 10d See current Product Catalog or Weyerhaeuser software for specialty hanger options H7160-SK45L/R 7,8-1/ 4 16d 8 10d H7180-SK45L/R 7,8-1/ 8 16d 8 10d H7180-SK45L/R 7,8-1/ 8 16d 8 10d ouble TJI 560 Width = 7" Skewed 45 Hangers F/SP 160% 3 18 H7180-SK45L/R 7,8-1/ 8 16d 8 10d See current Product Catalog or H7180-SK45L/R 7,8-1/ 8 16d 8 10d Weyerhaeuser software for specialty hanger options H7180-SK45L/R 7,8-1/ 8 16d 8 10d H7180-SK45L/R 7,8-1/ 8 16d 8 10d own 100% 1) Shaded hangers require web stiffeners at joist ends. ) Loads listed are based on hanger attachment to a F or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header. Contact your local Weyerhaeuser or Structural Connectors Technical Representative for additional duration of load values. 3) loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 4) 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.16" diameter x 3-1/" long. 16d sinkers are 0.148" diameter x 3-1/4" long and may be used where 10d nails (0.148" diameter x 3" long) are specified. 5) For additional sizes, stock numbers, and modifications not shown, refer to 's Product Catalog. 6) im is the length of the hanger seat. 7) Miter cut required for SKH hangers and bevel cut required for H hangers on end of joist to achieve design loads. 8) Hangers are special order. Consult to for pricing and lead times. 9) MSH factored resistances listed in this table assume Top-Min mounting condition installed with 4-10d top nails and - 10d face nails. For MSH Face-Max and Top-Max mounting conditions not included in this table, refer to the current Product Catalog. connectors.com uspcustomerservice@mii.com SKH_L ouble Left shown MSH 7

8 Microllam LVL, Parallam PSL, or Timberstrand LSL Beams & Headers Stock No. 6 im 7 Top Mount Hangers 3 Fastener Schedule 4 Header Header Qty Type Qty Type 160% LVL PSL LSL Stock No. im 7 Qty Type Qty Type 1-3/4" Microllam LVL or Parallam PSL or TimberStrand LSL own 100% 1 Face Mount Hangers Fastener Schedule 4 7-1/4 PHXU /4 8 16d 6 10d x 1-1/ H d 4 10d x 1-1/ /4 BPH1795-3/ d 4 10d x 1-1/ H d 6 10d x 1-1/ PHXU /4 8 16d 6 10d x 1-1/ HUS d 10 16d / THO d 10d x 1-1/ H d 6 10d x 1-1/ PHXU /4 8 16d 6 10d x 1-1/ HUS d 10 16d /4 BPH1711-3/ d 4 10d x 1-1/ H d 6 10d x 1-1/ PHXU /4 8 16d 6 10d x 1-1/ HUS d 10 16d /8 THO d 10d x 1-1/ H d 6 10d x 1-1/ PHXU /4 8 16d 6 10d x 1-1/ HUS d 10 16d BPH1714-3/ d 4 10d x 1-1/ H d 8 10d x 1-1/ PHXU /4 8 16d 6 10d x 1-1/ HUS d 10 16d Ply 1-3/4" or 3-1/" Microllam LVL or Parallam PSL or TimberStrand LSL 7-1/4 PHXU /4 8 16d 6 10d TH d 16 10d /4 HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 1 16d / HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 1 16d /4 HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 14 16d /8 HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 14 16d HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 16 16d HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 16 16d HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 16 16d HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 16 16d PHXU35 3-1/4 8 16d 6 10d H d 8 10d HBPH35 3-1/ 16d 10 16d THH d 16 16d HBPH /4 16d 10 16d H d 8 10d ) Loads listed are based on hanger attachment to a F or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header. Contact your local Weyerhaeuser or Structural Connectors Technical Representative for additional duration of load values. ) loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 3) Top Mount Hangers require a minimum 3" header width for THO series hangers; 3-1/" minimum header thickness for all other stock numbers. 4) 10d x 1-1/ nails are 0.148" diameter x 1-1/" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.16" diameter x 3-1/" long. 16d sinkers are 0.148" diameter x 3-1/4" long and may be used where 10d nails (0.148" diameter x 3" long) are specified. 5) nails need to be toe nailed at a 30 to 45 angle with the carried member to achieve listed loads for THH and HUS models. 6) For additional sizes, stock numbers, and modifications not shown, refer to 's Product Catalog. 7) im is the length of the hanger seat. 8) Supplemental lateral support connection recommended when hanger height is less than 60% of joist height. 160% own 100% 1 BPH THO PHXU H 8 Customer Service & Technical Assistance HUS

9 Microllam LVL, Parallam PSL, or Timberstrand LSL Beams & Headers Stock No. 6 im 7 Top Mount Hangers 3 Fastener Schedule 4 Header Header Qty Type Qty Type 160% LVL PSL LSL Stock No. im 7 Qty Type Qty Type 160% 3 Ply 1-3/4" or 5-1/4" Microllam LVL or Parallam PSL or TimberStrand LSL own 100% 1 Face Mount Hangers Fastener Schedule 4 7-1/4 BPH5575-1/ d 6 10d /4 HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 16 16d / HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 16 16d /4 HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 0 16d /8 HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 0 16d HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 16d HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 16d HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 16d HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 16d XHLBH NA16-RS 6 16d TH d 0 10d THH d 16d XHLBH NA16-RS 6 16d TH d 0 10d THH d 16d Ply 1-3/4" or 7" Microllam LVL or Parallam PSL or TimberStrand LSL 9-1/4 HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 1 16d / HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 1 16d /4 HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 14 16d /8 HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 14 16d HBPH / 16d 10 16d TH d 0 10d HLBH NA16-RS 6 16d THH d 16 16d HBPH / 16d 10 16d H710-1/ 16 16d 6 10d HLBH NA16-RS 6 16d THH d 16 16d HBPH / 16d 10 16d H7140-1/ 0 16d 8 10d HLBH NA16-RS 6 16d THH d 16 16d HBPH / 16d 10 16d H7140-1/ 0 16d 8 10d HLBH NA16-RS 6 16d THH d 16 16d HBPH71 3-1/ 16d 10 16d H7180-1/ 8 16d 8 10d HLBH NA16-RS 6 16d THH d 16 16d HBPH / 16d 10 16d H7180-1/ 8 16d 8 10d HLBH NA16-RS 6 16d THH d 16 16d ) Loads listed are based on hanger attachment to a F or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header. Contact your local Weyerhaeuser or Structural Connectors Technical Representative for additional duration of load values. ) loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 3) Top Mount Hangers require a minimum 3" header width for THO series hangers; 3-1/" minimum header thickness for all other stock numbers. 4) 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.16" diameter x 3-1/" long. 16d sinkers are 0.148" diameter x 3-1/4" long and may be used where 10d nails (0.148" diameter x 3" long) are specified. 5) nails need to be toe nailed at a 30 to 45 angle with the carried member to achieve listed loads for THH models. 6) For additional sizes, stock numbers, and modifications not shown, refer to 's Product Catalog. 7) im is the length of the hanger seat. 8) Hangers are special order. Consult for pricing and lead times. 9) Supplemental lateral support connection recommended when hanger height is less than 60% of joist height. own 100% 1 HBPH HLBH TH THH connectors.com uspcustomerservice@mii.com 9

10 Slope/Skew Hangers The LSSH series connects rafters to ridge beams in vaulted roof structures. This series is field adjustable to meet a variety of skew and/or slope applications. Slopes and skews 0 to 45. Installation: Use all specified fasteners. Steps: (See LSSH Figure 1) 1. Position LSSH connector against plumb-cut end of joist. Fasten joist side flanges on both sides with 10d (0.148 ) x 1-1/ nails. Bend seat up to fit against joist bottom and drive (1) 10d (0.148 ) x 1-1/ nail through bottom seat into joist bottom flange. rive () 10d (0.148 ) x 1-1/ nail at downward angle through dimpled nailing guides.. Lean connector and rafter end against ridge beam at desired position. Install 10d (0.148 x 3 ) or 16d (0.16 x 3-1/ ) nails through nail holes into ridge beam at right 90 angle. If skewing the rafter, only drive nails into ridge beam on inside flange. 3. Bend flange to desired angle. 4. Hammer outside flange until edge touches header. Fasten outside flange to ridge by driving 10d (0.148 x 3 ) or 16d (0.16 x 3-1/ ) nails through nail holes. Web stiffeners are required for all wood I- installations. esigner may consider adding a tension restraint for the supported member for roof slopes exceeding 6/1. Typical LSSH installation 3 & 4 Skew to 45 maximum LSSH Figure 1 1 Rafter Width (in) TJI /" - 16" TJI /" - 16" TJI /" - 16" TJI /8" - 0" TJI /8" - 0" TJI " - 4" Stock No. im 5 LSSH /16 LSSH0 6-1/8 LSSH3 6-5/16 LSSH3 6-5/16 LSSH /16 LSSH /16 Fastener Schedule 4 Header Rafter F/SP Installation own 3 Type Qty Type Qty Type 100% 160% Width = 1-3/4" Sloped Only 10 10d 7 10d x 1-1/ Skewed Only or Sloped & Skewed 10 10d 7 10d x 1-1/ Width = -1/16" Sloped Only 10 10d 7 10d x 1-1/ Skewed Only or Sloped & Skewed 10 10d 7 10d x 1-1/ Width = -5/16" Sloped Only 10 10d 7 10d x 1-1/ Skewed Only or Sloped & Skewed 10 10d 7 10d x 1-1/ Width = -5/16" Sloped Only 10 10d 7 10d x 1-1/ Skewed Only or Sloped & Skewed 10 10d 7 10d x 1-1/ Width = 3-1/" Sloped Only 18 16d 1 10d x 1-1/ Skewed Only or Sloped & Skewed 14 16d 1 10d x 1-1/ Width = 3-1/" Sloped Only 18 16d 1 10d x 1-1/ Skewed Only or Sloped & Skewed 14 16d 1 10d x 1-1/ ) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for non-shaded hangers by Weyerhaeuser. ) Loads listed are based on hanger attachment to a F or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header. Loads are governed by test results; no further increase shall be permitted. 3) loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 4) 10d x 1-1/ nails are 0.148" diameter x 1-1/" long and 10d nails are 0.148" diameter x 3" long. 5) im is the length of the hanger seat. 6) Supplemental lateral support connection recommended when hanger height is less than 60% of joist height. Slope to 45 up or down LSSH 10 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 of 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 nailing down through the fulcrum base into the top plate to lock the fulcrum into position. Pitch Range: TMP - 1/1 6/1 TMPH - 6/1 14/1 Typical TMP installation TMP chart imensions Fastener Schedule 4 F/SP (in) Plate Rafter 3 own Stock No. W L Qty Type Qty Type 160% 100% TJI 110 Width = 1-3/4" All TMP /16 5-9/ d 4 10d x 1-1/ TJI 10 Width = -1/16" All TMP1-1/8 6-3/8 6 10d 4 10d x 1-1/ TJI 30 Width = -5/16" All TMP3-3/8 6-3/8 6 10d 4 10d x 1-1/ TJI 360 Width = -5/16" All TMP3-3/8 6-3/8 6 10d 4 10d x 1-1/ TJI 560 Width = 3-1/" All TMP4 3-9/16 7-1/3 6 10d 4 10d x 1-1/ TJI 560 Width = 3-1/" All TMP4 3-9/16 7-5/ d 4 10d x 1-1/ ) Web stiffeners may be required for hanger by I-joist manufacturers. ) Loads listed are based on hanger attachment to a F or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header. Contact your local Weyerhaeuser or Structural Connectors Technical Representative for additional duration of load values. 3) loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 4) 10d x 1-1/ nails are 0.148" diameter x 1-1/" long, 10d nails are 0.148" diameter x 3" long. H 3-1/" L W L TMP W Fulcrum 4" 4-11/16" TMPH chart Typical TMPH installation TMPH 10 imensions (in) Fastener Schedule 4 Plate Rafter Stock No. 1 W H L Top Qty Side Qty Type Qty Type 6/1 7/1 8/1 9/1 10/1 11/1 1/1 13/1 14/ % TJI 110 Width = 1-3/4" All TMPH /16-3/8 6-9/ d 8 10d x 1-1/ TJI 10 Width = -1/16" All TMPH1-1/8-5/8 7-3/8 8 10d 8 10d x 1-1/ TJI 30 Width = -5/16" All TMPH3-3/8-1/ 7-3/8 8 10d 8 10d x 1-1/ TJI 360 Width = -5/16" All TMPH3-3/8-1/ 7-3/8 8 10d 8 10d x 1-1/ TJI 560 Width = 3-1/" All TMPH5-11/16-5/16 7-3/8 8 10d 8 10d x 1-1/ TJI 560 Width = 3-1/" All TMPH4 3-9/16-1/ 8-9/ d 8 10d x 1-1/ ) Web stiffeners are required for all Wood I- installations. ) Loads listed are based on hanger attachment to a F or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header. Contact your local Weyerhaeuser or Structural Connectors Technical Representative for additional duration of load values. 3) loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 4) 10d x 1-1/ nails are 0.148" diameter x 1-1/" long, 10d nails are 0.148" diameter x 3" long. connectors.com customerservice@mii.com F According to Pitch 11

12 General Installation WS Series Wood Screw Applications - Joining, 3, or 4 Ply Microllam LVL Members 3/8" Installation: Screws are self-drilling. Install using a low speed clutch drill with 3/8 hex head driver. The washer head should be flat to the surface and the serrations will oppose turning and release the clutch. o not over-tighten the screws. For ply members, wood screws shall be installed with the screw heads in the loaded ply. For 3 or 4 ply members, wood screws shall be installed in both outer plies. esigner 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 of rows of screws shall be used for all members with H = 5-1/ and larger. Name Screw length L SH T Serrations 1/4" Beveled reamer Cut threads Self drilling point Recommended Row Guidelines H 1-1/" min -1/" min -1/" min 1-1/" min 1" min. Recommended (Typ) Other Stagger patterns as approved by Engineer are acceptable Spacing 4" min. 4" max Spacing 4" min. 4" max 4" min. WS End of member Figure 1 Figure Figure 3 Figure 4 Figure 5 Figure 6 WS35 installed in () 1-3/4" Ply WS35 installed in (3) 1-3/4" Ply WS6 installed in (4) 1-3/4" Ply WS35 installed in (1) 1-3/4", (1) 3-1/" Ply WS35 installed in () 1-3/4", (1) 3-1/" Ply WS6 installed in () 3-1/" Ply imensions (in) Size (in) Stock No. L SH T 1/4 x 3-1/ WS35 3-1/ 3/4-1/ 1/4 x 6 WS /4 4 Multiple Members Installation Figure,8 F/SP Maximum Allowable Uniform Loads that can be applied to either outside member (Lbs. Per Lineal Ft.) 1,3,4,5,6 1" O.C. 18" O.C. 4" O.C. 3 Rows Rows Rows Rows Rows Rows ) Based on Zscrew = 43 pounds in ouglas Fir-Larch with a side member thickness of not less than 1-3/4. ) Load values depicted assume all uniform load is applied to the most narrow outside ply only. 3) Except for Figure 6 installation, load values neglect any contribution of screws installed to opposite side, even if they extend significantly into the loaded ply. 4) Loads are for normal (100%) duration of load, and may be increased in accordance with the code. 5) Uniform loads in table represent the capacity of the fasteners. The capacity of the LVL or PSL beam may be less and should be checked by a qualified designer or with the manufacturer s literature. 6) A qualified designer shall ensure the adequacy of 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. 7) Wood screws longer than 3-1/ are not recommended for use with Parallam PSL or TimberStrand LSL. 8) For Figures, 3, 5, and 6: Stagger the screws on opposite face by half minimum spacing requirements. 1 Customer Service & Technical Assistance

13 Specification Tools All available on our Web connectors.com Comprehensive Web Site Contains all literature in a printable.pdf format rawing Library downloads rawing Library CA drawing details in formats of WG, XF and PF Find drawings quickly by Stock No. or Reference No. My rawing Library Features bundle and download options 3-View Product rawings available Application rawings available High Wind/Seismic Application drawings available Weyerhaeuser Microllam, Parallarn, Timberstrand and TJI are registered trademarks of Weyerhaeuser NR. Customer Service Burnsville, MN Phone: / Fax: #945 Manufacturing: Montgomery, MN Phoenix, AZ Largo, FL Thornhill, Ontario Warehouses: Corona, CA Humble, TX Tracy, CA Westampton, NJ Copyright 016 MiTek USA, Inc. Revised November 016.