LSSH179 THF17925 THO17118

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

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 110 10 30 360 560 560 9-1/" 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/") 3 3 10 All 3/4" x -5/16" 1 8d (0.113" x -1/") 3 3 30 All 7/8" x -5/16" 1 8d (0.113" x -1/") 3 3 360 All 7/8" x -5/16" 1 8d (0.113" x -1/") 3 3 560 All x4 16d (0.135" x 3-1/") 3 3 18" 4 4 560 0" 5 5 " 3 x4 16d (0.135" x 3-1/") 6 11 4" 3 6 13 Customer Service & Technical Assistance 1-800-38-5934 1-95-898-877 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.

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 email: uspcustomerservice@mii.com! 3

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/ THO17950 6 10d 10d x 1-1/ 70 160 THF1795 Min 8 10d 10d x 1-1/ 80 910 Max 1 1370 11-7/8 THO17118 6 10d 10d x 1-1/ 70 190 THF1711 Min 8 10d 10d x 1-1/ 80 910 Max 16 185 14 TFL1714 6 10d 140 1600 Min 1 10d 10d x 1-1/ 80 1370 Max 0 80 16 TFL1716 6 10d 10d x 1-1/ 140 1600 THF17157 3-1/ -- 4 10d 10d x 1-1/ 80 735 TJI 10 Width = -1/16" 9-1/ TFL095 6 10d 11-7/8 TFL0118 6 10d 14 TFL014 6 10d 10d x 1-1/ 10d x 1-1/ 10d x 1-1/ 10d x 1-1/ 140 1600 Min 8 10d 10d x 1-1/ 80 910 Max 1 1370 Min 8 10d 10d x 1-1/ 80 910 Max 16 185 1600 THF0140 Min 1 10d 10d x 1-1/ 80 1370 Max 0 80 16 TFL016 6 10d 10d x 1-1/ 140 1600 THF0157 3-3/8 -- 4 10d 10d x 1-1/ 80 735 TJI 30 Width = -5/16" 140 140 1600 THF17140 THF095 THF011 9-1/ TFL395 6 10d 10d x 1-1/ 140 1600 THF395-1/ -- 1 10d 10d x 1-1/ 175 1370 11-7/8 TFL3118 6 10d 10d x 1-1/ 140 1600 THF3118-1/ -- 14 10d 10d x 1-1/ 360 1595 14 TFL314 6 10d 10d x 1-1/ 140 1600 THF3140-1/ -- 18 10d 10d x 1-1/ 360 090 16 TFL316 6 10d 10d x 1-1/ 140 1600 THF3160-1/ -- 10d 10d x 1-1/ 360 550 TJI 360 Width = -5/16" 11-7/8 TFL3118 6 10d 10d x 1-1/ 140 1600 THF3118-1/ -- 14 10d 10d x 1-1/ 360 1595 14 TFL314 6 10d 10d x 1-1/ 140 1600 THF3140-1/ -- 18 10d 10d x 1-1/ 360 090 16 TFL316 6 10d 10d x 1-1/ 140 1600 THF3160-1/ -- 10d 10d x 1-1/ 360 550 18 TFI3518-1/ 6 16d 10d x 1-1/ 360 35 THF3160-1/ -- 10d 10d x 1-1/ 360 550 0 TFI350-1/ 6 16d 10d x 1-1/ 360 35 THF3160-1/ -- 10d 10d x 1-1/ 360 550 TJI 560 Width = 3-1/" 11-7/8 THO35118-3/8 10 10d 10d x 1-1/ 65 050 THF3511-1/ -- 16 10d 10d x 1-1/ 45 185 14 THO35140-3/8 1 10d 10d x 1-1/ 65 715 THF35140-1/ -- 0 10d 10d x 1-1/ 45 30 16 THO35160-3/8 1 10d 10d x 1-1/ 65 715 THF35157-1/ -- 10d 10d x 1-1/ 45 550 18 TFI418-1/ 6 16d 10d x 1-1/ 360 35 THF35157-1/ -- 10d 10d x 1-1/ 45 550 0 TFI40-1/ 6 16d 10d x 1-1/ 360 35 THF35157-1/ -- 10d 10d x 1-1/ 45 550 TJI 560 Width = 3-1/" 18 TFI418-1/ 6 16d 10d x 1-1/ 360 35 THF35157-1/ -- 10d 10d x 1-1/ 45 550 0 TFI40-1/ 6 16d 10d x 1-1/ 360 35 THF35157-1/ -- 10d 10d x 1-1/ 45 550 TFI4-1/ 10 16d 10d x 1-1/ 360 90 THF35157-1/ -- 10d 10d x 1-1/ 45 550 4 TFI44-1/ 10 16d 10d x 1-1/ 360 90 THF35157-1/ -- 10d 10d x 1-1/ 45 550 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 1-800-38-5934 1-95-898-877

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/ MSH17 6 10d 4 10d x 1-1/ 355 -- SKH170L/R 1-7/8 14 10d 10 10d x 1-1/ 1565 165 11-7/8 MSH17 6 10d 4 10d x 1-1/ 355 -- SKH170L/R 1-7/8 14 10d 10 10d x 1-1/ 1565 165 14 MSH17 1-3/4 6 10d 4 10d x 1-1/ 355 -- SKH174L/R 1-7/8 16 10d 10 10d x 1-1/ 1565 1855 16 MSH17 1-3/4 6 10d 4 10d x 1-1/ 355 -- SKH174L/R 1-7/8 16 10d 10 10d x 1-1/ 1565 1855 TJI 10 Width = -1/16" 9-1/ MSH0 1-3/4 6 10d 4 10d -- 355 SKH00L/R 1-7/8 14 10d 10 10d x 1-1/ 1565 165 11-7/8 MSH0 1-3/4 6 10d 4 10d -- 355 SKH00L/R 1-7/8 14 10d 10 10d x 1-1/ 1565 165 14 MSH0 1-3/4 6 10d 4 10d -- 355 SKH04L/R 1-7/8 16 10d 10 10d x 1-1/ 1565 1855 16 MSH0 1-3/4 6 10d 4 10d -- 355 SKH04L/R 1-7/8 16 10d 10 10d x 1-1/ 1565 1855 TJI 30 Width = -5/16" 9-1/ MSH3 1-3/4 6 10d 4 10d x 1-1/ -- 355 SKH30L/R 1-7/8 14 10d 10 10d x 1-1/ 1565 165 11-7/8 MSH3 1-3/4 6 10d 4 10d x 1-1/ -- 355 SKH30L/R 1-7/8 14 10d 10 10d x 1-1/ 1565 165 14 MSH3 1-3/4 6 10d 4 10d x 1-1/ -- 355 SKH34L/R 1-7/8 16 10d 10 10d x 1-1/ 1565 1855 16 MSH3 1-3/4 6 10d 4 10d x 1-1/ -- 355 SKH34L/R 1-7/8 16 10d 10 10d x 1-1/ 1565 1855 TJI 360 Width = -5/16" 11-7/8 MSH3 1-3/4 6 10d 4 10d x 1-1/ -- 355 SKH30L/R 1-7/8 14 10d 10 10d x 1-1/ 1565 165 14 MSH3 1-3/4 6 10d 4 10d x 1-1/ -- 355 SKH34L/R 1-7/8 16 10d 10 10d x 1-1/ 1565 1855 16 MSH3 1-3/4 6 10d 4 10d x 1-1/ -- 355 SKH34L/R 1-7/8 16 10d 10 10d x 1-1/ 1565 1855 18 MSH3 1-3/4 6 10d 4 10d x 1-1/ -- 355 SKH34L/R 1-7/8 16 10d 10 10d x 1-1/ 1565 1855 0 MSH3 1-3/4 6 10d 4 10d x 1-1/ -- 355 SKH34L/R 5 1-7/8 16 10d 10 10d x 1-1/ 1565 1855 TJI 560 Width = 3-1/" 11-7/8 MSH4 1-3/4 6 10d 6 10d -- 05 H410_SK45L/R_BV 5,9-1/ 18 16d 10 10d 1905 540 14 MSH4 1-3/4 6 10d 6 10d -- 05 H414_SK45L/R_BV 5,9-1/ 4 16d 10 10d 1905 3385 16 MSH4 1-3/4 6 10d 6 10d -- 05 H414_SK45L/R_BV 5,9-1/ 4 16d 10 10d 1905 3385 18 MSH4 1-3/4 6 10d 6 10d -- 05 H414_SK45L/R_BV 5,9-1/ 4 16d 10 10d 1905 3385 0 MSH4 1-3/4 6 10d 6 10d -- 05 H414_SK45L/R_BV 5,9-1/ 4 16d 10 10d 1905 3385 TJI 560 Width = 3-1/" Skewed 45 Hangers 18 MSH4 1-3/4 6 10d 6 10d -- 05 H414_SK45L/R_BV 5,9-1/ 4 16d 10 10d 1905 3385 0 MSH4 1-3/4 6 10d 6 10d -- 05 H414_SK45L/R_BV 5,9-1/ 4 16d 10 10d 1905 3385 MSH4 1-3/4 6 10d 6 10d -- 05 -- -- -- -- -- -- -- -- 4 MSH4 1-3/4 6 10d 6 10d -- 05 -- -- -- -- -- -- -- -- 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 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 email: uspcustomerservice@mii.com MSH SKH_L left shown

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/ THO35950-3/8 10 10d 10d x 1-1/ 65 050 THF3595-1/ 1 10d 10d x 1-1/ 45 1370 11-7/8 THO35118-3/8 10 10d 10d x 1-1/ 65 050 THF3511-1/ 16 10d 10d x 1-1/ 45 185 14 THO35140-3/8 1 10d 10d x 1-1/ 65 715 THF35140-1/ 0 10d 10d x 1-1/ 45 30 16 THO35160-3/8 1 10d 10d x 1-1/ 65 715 THF35157-1/ 10d 10d x 1-1/ 45 550 ouble TJI 10 Width = 4-1/8" 9-1/ THO0950-3 10 16d 6 10d 1115 330 THF095- -1/ 1 10d 6 10d 1115 1390 11-7/8 THO0118-3 10 16d 6 10d 1115 330 THF011- -1/ 16 10d 6 10d 1115 1855 14 THO0140-3 10 16d 6 10d 1175 330 THF0140- -1/ 0 10d 6 10d 1115 30 16 THO0160-3 10 16d 6 10d 1175 330 THF0140- -1/ 0 10d 6 10d 1115 30 ouble TJI 30 Width = 4-5/8" 9-1/ THO3950-3 10 16d 6 10d 1175 3535 THF395- -1/ 14 10d 6 10d 1115 1390 11-7/8 THO3118-3 10 16d 6 10d 1175 3535 THF3118- -1/ 16 10d 6 10d 1115 1855 14 THO3140-3 1 16d 6 10d 1175 3535 THF3140- -1/ 0 10d 6 10d 10 540 16 THO3160-3 1 16d 6 10d 1175 3535 THF3160- -1/ 4 10d 6 10d 10 3050 ouble TJI 360 Width = 4-5/8" 11-7/8 THO3118-3 10 16d 6 10d 1175 3535 THF3118- -1/ 16 10d 6 10d 1115 1855 14 THO3140-3 1 16d 6 10d 1175 3535 THF3140- -1/ 0 10d 6 10d 10 540 16 THO3160-3 1 16d 6 10d 1175 3535 THF3160- -1/ 4 10d 6 10d 10 3050 18 THO3180-3 14 16d 6 10d 1175 3535 THF3160- -1/ 4 10d 6 10d 10 3050 0 THO300-3 14 16d 6 10d 1175 3535 THF3160- -1/ 4 10d 6 10d 10 3050 ouble TJI 560 Width = 7" 11-7/8 BPH71118 3 10 16d 6 10d 10 3455 H710-1/ 16 16d 6 10d 1140 55 14 BPH7114 3 10 16d 6 10d 10 3455 H7140-1/ 0 16d 8 10d 155 80 16 BPH7116 3 10 16d 6 10d 10 3455 H7160-1/ 4 16d 8 10d 155 3385 18 BPH7118 3 10 16d 6 10d 10 3455 H7160-1/ 4 16d 8 10d 155 3385 0 BPH710 3 10 16d 6 10d 10 3455 H7160-1/ 4 16d 8 10d 155 3385 ouble TJI 560 Width = 7" 18 BPH7118 3 10 16d 6 10d 10 3455 H7160-1/ 4 16d 8 10d 155 3385 0 BPH710 3 10 16d 6 10d 10 3455 H7160-1/ 4 16d 8 10d 155 3385 BPH71 3 10 16d 6 10d 10 3455 H7160-1/ 4 16d 8 10d 155 3385 4 BPH714 3 10 16d 6 10d 10 3455 H7160-1/ 4 16d 8 10d 155 3385 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 ouble BPH THF ouble H 6 Customer Service & Technical Assistance 1-800-38-5934 1-95-898-877

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 -- 05 H410_SK45L/R_BV 7, -1/ 18 16d 10 10d 1905 540 11-7/8 MSH4 1-3/4 6 10d 6 10d -- 05 H410_SK45L/R_BV 7, -1/ 18 16d 10 10d 1905 540 14 MSH4 1-3/4 6 10d 6 10d -- 05 H414_SK45L/R_BV 7, -1/ 4 16d 10 10d 1905 3385 16 MSH4 1-3/4 6 10d 6 10d -- 05 H414_SK45L/R_BV 7, -1/ 4 16d 10 10d 1905 3385 ouble TJI 10 Width = 4-1/8" 9-1/ SKH00L/R- 7 3-1/ 14 10d 10 10d 1905 1665 11-7/8 See current Product Catalog or SKH00L/R- 7 3-1/ 14 10d 10 10d 1905 1665 14 Weyerhaeuser software for specialty hanger options SKH04L/R- 7 3-1/ 16 10d 10 10d 1905 1905 16 SKH04L/R- 7 3-1/ 16 10d 10 10d 1905 1905 ouble TJI 30 Width = 4-5/8" 9-1/ MSH3-1-3/4 6 10d 4 10d -- 430 SKH30L/R- 7 3-1/ 14 10d 10 10d 1905 1665 11-7/8 MSH3-1-3/4 6 10d 4 10d -- 430 SKH30L/R- 7 3-1/ 14 10d 10 10d 1905 1665 14 MSH3-1-3/4 6 10d 4 10d -- 430 SKH34L/R- 7 3-1/ 16 10d 10 10d 1905 1905 16 MSH3-1-3/4 6 10d 4 10d -- 430 SKH34L/R- 7 3-1/ 16 10d 10 10d 1905 1905 ouble TJI 360 Width = 4-5/8" 11-7/8 MSH3-1-3/4 6 10d 4 10d -- 430 SKH30L/R- 7 3-1/ 14 10d 10 10d 1905 1665 14 MSH3-1-3/4 6 10d 4 10d -- 430 SKH34L/R- 7 3-1/ 16 10d 10 10d 1905 1905 16 MSH3-1-3/4 6 10d 4 10d -- 430 SKH34L/R- 7 3-1/ 16 10d 10 10d 1905 1905 18 -- -- -- -- -- -- -- -- SKH34L/R- 7 3-1/ 16 10d 10 10d 1905 1905 0 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ouble TJI 560 Width = 7" 11-7/8 H710-SK45L/R 7,8-1/ 16 16d 6 10d 855 55 14 H7140-SK45L/R 7,8-1/ 0 16d 8 10d 1145 80 16 See current Product Catalog or Weyerhaeuser software for specialty hanger options H7160-SK45L/R 7,8-1/ 4 16d 8 10d 1145 3385 18 H7180-SK45L/R 7,8-1/ 8 16d 8 10d 1145 3950 0 H7180-SK45L/R 7,8-1/ 8 16d 8 10d 1145 3950 ouble TJI 560 Width = 7" Skewed 45 Hangers F/SP 160% 3 18 H7180-SK45L/R 7,8-1/ 8 16d 8 10d 1145 3950 0 See current Product Catalog or H7180-SK45L/R 7,8-1/ 8 16d 8 10d 1145 3950 Weyerhaeuser software for specialty hanger options H7180-SK45L/R 7,8-1/ 8 16d 8 10d 1145 3950 4 H7180-SK45L/R 7,8-1/ 8 16d 8 10d 1145 3950 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 email: uspcustomerservice@mii.com SKH_L ouble Left shown MSH 7

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 PHXU1775 3-1/4 8 16d 6 10d x 1-1/ 1035 440 445 445 H1770 14 16d 4 10d x 1-1/ 760 1975 9-1/4 BPH1795-3/8 10 16d 4 10d x 1-1/ 65 3340 3395 3395 H1795 18 16d 6 10d x 1-1/ 1065 540 PHXU1795 3-1/4 8 16d 6 10d x 1-1/ 1035 440 445 445 HUS179 5 3 30 16d 10 16d 305 5510 9-1/ THO17950 6 10d 10d x 1-1/ 70 1345 190 1335 H1795 18 16d 6 10d x 1-1/ 1065 540 PHXU1795 3-1/4 8 16d 6 10d x 1-1/ 1035 440 445 445 HUS179 5 3 30 16d 10 16d 305 5510 11-1/4 BPH1711-3/8 10 16d 4 10d x 1-1/ 65 3340 3395 3395 H1711 16d 6 10d x 1-1/ 1065 900 PHXU1711 3-1/4 8 16d 6 10d x 1-1/ 1035 440 445 445 HUS179 5 3 30 16d 10 16d 305 5510 11-7/8 THO17118 6 10d 10d x 1-1/ 70 1345 190 1335 H1711 16d 6 10d x 1-1/ 1065 900 PHXU17118 3-1/4 8 16d 6 10d x 1-1/ 1035 440 445 445 HUS179 5 3 30 16d 10 16d 305 5510 14 BPH1714-3/8 10 16d 4 10d x 1-1/ 65 3340 3395 3395 H1714 6 16d 8 10d x 1-1/ 1065 3140 PHXU1714 3-1/4 8 16d 6 10d x 1-1/ 1035 440 445 445 HUS179 5 3 30 16d 10 16d 305 5510 Ply 1-3/4" or 3-1/" Microllam LVL or Parallam PSL or TimberStrand LSL 7-1/4 PHXU3575 3-1/4 8 16d 6 10d 190 6650 5785 640 TH48 3 8 16d 16 10d 595 4310 9-1/4 HBPH3595 3-1/ 16d 10 16d 705 7000 7000 7000 TH410 3 38 16d 0 10d 3905 5850 HLBH3595 6 15 NA16-RS 6 16d 140 1060 10565 9600 THH410 5 4 46 16d 1 16d 4370 9010 9-1/ HBPH3595 3-1/ 16d 10 16d 705 7000 7000 7000 TH410 3 38 16d 0 10d 3905 5850 HLBH3595 6 15 NA16-RS 6 16d 140 1060 10565 9600 THH410 5 4 46 16d 1 16d 4370 9010 11-1/4 HBPH3511 3-1/ 16d 10 16d 705 7000 7000 7000 TH410 3 38 16d 0 10d 3905 5850 HLBH3511 6 15 NA16-RS 6 16d 140 1060 10565 9600 THH41 5 4 56 16d 14 16d 55 9845 11-7/8 HBPH35118 3-1/ 16d 10 16d 705 7000 7000 7000 TH410 3 38 16d 0 10d 3905 5850 HLBH35118 6 15 NA16-RS 6 16d 140 1060 10565 9600 THH41 5 4 56 16d 14 16d 55 9845 14 HBPH3514 3-1/ 16d 10 16d 705 7000 7000 7000 TH410 3 38 16d 0 10d 3905 5850 HLBH3514 6 15 NA16-RS 6 16d 140 1060 10565 9600 THH414 5 4 66 16d 16 16d 6015 1510 16 HBPH3516 3-1/ 16d 10 16d 705 7000 7000 7000 TH41 3 48 16d 0 10d 3905 7045 HLBH3516 6 15 NA16-RS 6 16d 140 1060 10565 9600 THH414 5 4 66 16d 16 16d 6015 1510 18 HBPH3518 3-1/ 16d 10 16d 705 7000 7000 7000 TH41 3 48 16d 0 10d 3905 7045 HLBH3518 6 15 NA16-RS 6 16d 140 1060 10565 9600 THH414 5 4 66 16d 16 16d 6015 1510 0 HBPH350 3-1/ 16d 10 16d 705 7000 7000 7000 TH414 3 58 16d 0 10d 3905 7045 HLBH350 6 15 NA16-RS 6 16d 140 1060 10565 9600 THH414 5 4 66 16d 16 16d 6015 1510 PHXU35 3-1/4 8 16d 6 10d 190 6650 5785 640 H418 8 16d 8 10d 145 3950 HBPH35 3-1/ 16d 10 16d 705 7000 7000 7000 THH414 5 4 66 16d 16 16d 6015 1510 4 HBPH354 3-1/4 16d 10 16d 705 7000 7000 7000 H418 8 16d 8 10d 145 3950 1) 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 1-800-38-5934 1-95-898-877 HUS

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 BPH5575-1/4 10 16d 6 10d 815 3450 3510 3775 -- -- -- -- -- -- -- -- 9-1/4 HBPH5595 3-1/ 16d 10 16d 705 6930 6930 6930 TH610 3 38 16d 0 10d 3410 6535 HLBH5595 6 15 NA16-RS 6 16d 1605 1060 10565 9600 THH610 5 4 46 16d 16 16d 5400 8990 9-1/ HBPH5595 3-1/ 16d 10 16d 705 6930 6930 6930 TH610 3 38 16d 0 10d 3410 6535 HLBH5595 6 15 NA16-RS 6 16d 1605 1060 10565 9600 THH610 5 4 46 16d 16 16d 5400 8990 11-1/4 HBPH5511 3-1/ 16d 10 16d 705 6930 6930 6930 TH610 3 38 16d 0 10d 3410 6535 HLBH5511 6 15 NA16-RS 6 16d 1605 1060 10565 9600 THH61 5 4 56 16d 0 16d 5400 10365 11-7/8 HBPH55118 3-1/ 16d 10 16d 705 6930 6930 6930 TH610 3 38 16d 0 10d 3410 6535 HLBH55118 6 15 NA16-RS 6 16d 1605 1060 10565 9600 THH61 5 4 56 16d 0 16d 5400 10365 14 HBPH5514 3-1/ 16d 10 16d 705 6930 6930 6930 TH610 3 38 16d 0 10d 3410 6535 HLBH5514 6 15 NA16-RS 6 16d 1605 1060 10565 9600 THH614 5 4 66 16d 16d 6015 1510 16 HBPH5516 3-1/ 16d 10 16d 705 6930 6930 6930 TH61 3 48 16d 0 10d 455 855 HLBH5516 6 15 NA16-RS 6 16d 1605 1060 10565 9600 THH614 5 4 66 16d 16d 6015 1510 18 HBPH5518 3-1/ 16d 10 16d 705 6930 6930 6930 TH61 3 48 16d 0 10d 455 855 HLBH5518 6 15 NA16-RS 6 16d 1605 1060 10565 9600 THH614 5 4 66 16d 16d 6015 1510 0 HBPH550 3-1/ 16d 10 16d 705 6930 6930 6930 TH614 3 58 16d 0 10d 455 8415 HLBH550 6 15 NA16-RS 6 16d 1605 1060 10565 9600 THH614 5 4 48 16d 16d 6015 1510 XHLBH55 8 6 15 NA16-RS 6 16d 1605 1060 10565 9600 TH614 3 58 16d 0 10d 455 8415 -- -- -- -- -- -- -- -- -- -- THH614 5 4 48 16d 16d 6015 1510 4 XHLBH554 8 6 15 NA16-RS 6 16d 1605 1060 10565 9600 TH614 3 58 16d 0 10d 455 8415 -- -- -- -- -- -- -- -- -- -- THH614 5 4 48 16d 16d 6015 1510 4 Ply 1-3/4" or 7" Microllam LVL or Parallam PSL or TimberStrand LSL 9-1/4 HBPH7195 3-1/ 16d 10 16d 705 6930 6930 6930 TH710 3 38 16d 0 10d 3410 6535 HLBH7195 6 15 NA16-RS 6 16d 1605 1060 10370 9600 THH710 5 4 46 16d 1 16d 4370 8990 9-1/ HBPH7195 3-1/ 16d 10 16d 705 6930 6930 6930 TH710 3 38 16d 0 10d 3410 6535 HLBH7195 6 15 NA16-RS 6 16d 1605 1060 10370 9600 THH710 5 4 46 16d 1 16d 4370 8990 11-1/4 HBPH7111 3-1/ 16d 10 16d 705 6930 6930 6930 TH710 3 38 16d 0 10d 3410 6535 HLBH7111 6 15 NA16-RS 6 16d 1605 1060 10370 9600 THH71 5 4 56 16d 14 16d 55 8990 11-7/8 HBPH71118 3-1/ 16d 10 16d 705 6930 6930 6930 TH710 3 38 16d 0 10d 3410 6535 HLBH71118 6 15 NA16-RS 6 16d 1605 1060 10370 9600 THH71 5 4 56 16d 14 16d 55 8990 14 HBPH7114 3-1/ 16d 10 16d 705 6930 6930 6930 TH710 3 38 16d 0 10d 3410 6535 HLBH7114 6 15 NA16-RS 6 16d 1605 1060 10370 9600 THH714 5 4 66 16d 16 16d 6015 1510 16 HBPH7116 3-1/ 16d 10 16d 705 6930 6930 6930 H710-1/ 16 16d 6 10d 1140 55 HLBH7116 6 15 NA16-RS 6 16d 1605 1060 10370 9600 THH714 5 4 66 16d 16 16d 6015 1510 18 HBPH7118 3-1/ 16d 10 16d 705 6930 6930 6930 H7140-1/ 0 16d 8 10d 155 80 HLBH7118 6 15 NA16-RS 6 16d 1605 1060 10370 9600 THH714 5 4 66 16d 16 16d 6015 1510 0 HBPH710 3-1/ 16d 10 16d 705 6930 6930 6930 H7140-1/ 0 16d 8 10d 155 80 HLBH710 6 15 NA16-RS 6 16d 1605 1060 10370 9600 THH714 5 4 66 16d 16 16d 6015 1510 HBPH71 3-1/ 16d 10 16d 705 6930 6930 6930 H7180-1/ 8 16d 8 10d 155 3950 HLBH71 6 15 NA16-RS 6 16d 1605 1060 10370 9600 THH714 5 4 66 16d 16 16d 6015 1510 4 HBPH714 3-1/ 16d 10 16d 705 6930 6930 6930 H7180-1/ 8 16d 8 10d 155 3950 HLBH714 6 15 NA16-RS 6 16d 1605 1060 10370 9600 THH714 5 4 66 16d 16 16d 6015 1510 1) 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 email: uspcustomerservice@mii.com 9

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 110 9-1/" - 16" TJI 10 9-1/" - 16" TJI 30 9-1/" - 16" TJI 360 11-7/8" - 0" TJI 560 11-7/8" - 0" TJI 560 18" - 4" Stock No. im 5 LSSH179 6 1-13/16 LSSH0 6-1/8 LSSH3 6-5/16 LSSH3 6-5/16 LSSH35 6 3-9/16 LSSH35 6 3-9/16 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/ 1180 1065 Skewed Only or Sloped & Skewed 10 10d 7 10d x 1-1/ 1180 1065 Width = -1/16" Sloped Only 10 10d 7 10d x 1-1/ 1180 980 Skewed Only or Sloped & Skewed 10 10d 7 10d x 1-1/ 1180 980 Width = -5/16" Sloped Only 10 10d 7 10d x 1-1/ 1180 980 Skewed Only or Sloped & Skewed 10 10d 7 10d x 1-1/ 1180 980 Width = -5/16" Sloped Only 10 10d 7 10d x 1-1/ 1180 980 Skewed Only or Sloped & Skewed 10 10d 7 10d x 1-1/ 1180 980 Width = 3-1/" Sloped Only 18 16d 1 10d x 1-1/ 590 1585 Skewed Only or Sloped & Skewed 14 16d 1 10d x 1-1/ 190 1585 Width = 3-1/" Sloped Only 18 16d 1 10d x 1-1/ 590 1585 Skewed Only or Sloped & Skewed 14 16d 1 10d x 1-1/ 190 1585 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 1-800-38-5934 1-95-898-877

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 TMP175 1-13/16 5-9/16 6 10d 4 10d x 1-1/ 0 1150 TJI 10 Width = -1/16" All TMP1-1/8 6-3/8 6 10d 4 10d x 1-1/ 0 190 TJI 30 Width = -5/16" All TMP3-3/8 6-3/8 6 10d 4 10d x 1-1/ 0 1970 TJI 360 Width = -5/16" All TMP3-3/8 6-3/8 6 10d 4 10d x 1-1/ 0 1970 TJI 560 Width = 3-1/" All TMP4 3-9/16 7-1/3 6 10d 4 10d x 1-1/ 0 1970 TJI 560 Width = 3-1/" All TMP4 3-9/16 7-5/16 6 10d 4 10d x 1-1/ 0 1970 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 14/1 3 160% TJI 110 Width = 1-3/4" All TMPH175 1-13/16-3/8 6-9/16 8 10d 8 10d x 1-1/ 3190 390 3390 3140 900 710 50 30 1950 00 TJI 10 Width = -1/16" All TMPH1-1/8-5/8 7-3/8 8 10d 8 10d x 1-1/ 3190 390 3390 3140 900 710 50 30 1950 00 TJI 30 Width = -5/16" All TMPH3-3/8-1/ 7-3/8 8 10d 8 10d x 1-1/ 3190 390 3390 3140 900 710 50 30 1950 00 TJI 360 Width = -5/16" All TMPH3-3/8-1/ 7-3/8 8 10d 8 10d x 1-1/ 3190 390 3390 3140 900 710 50 30 1950 00 TJI 560 Width = 3-1/" All TMPH5-11/16-5/16 7-3/8 8 10d 8 10d x 1-1/ 3190 390 3390 3140 900 710 50 30 1950 00 TJI 560 Width = 3-1/" All TMPH4 3-9/16-1/ 8-9/16 8 10d 8 10d x 1-1/ 3190 390 3390 3140 900 710 50 30 1950 00 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 email: customerservice@mii.com F According to Pitch 11

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 WS6 7 6 1-3/4 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 1 970 1460 650 970 485 730 730 1095 485 730 365 545 4 730 1095 485 730 365 545 5 650 970 430 650 35 485 3 650 970 430 650 35 485 6 1940 90 1300 1940 970 1460 3 3 1) 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 1-800-38-5934 1-95-898-877 11

Specification Tools All available on our Web Site @ 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: 1-800-38-5934/1-95-898-877 Fax: 1-95-898-8605 #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.