USP Structural Connectors: EWP Product Guide
Transcription
USP Structural Connectors: EWP Product Guide
1 EWP PRODUCT GUIDE www.USPconnectors.com For Use With Products Manufactured by SKH2324R-2 LSSH179 THF17925 THO17118 Lumberton • Largo • Montgomery • Humble • Corona • Livermore • Thornhill, Ontario USP945-121 2 GENERAL NOTES Follow these instructions to ensure the proper installation of USP products. 1) See current USP Full Line Catalog for General Notes, Warranty, and installation information for hanger models, joist sizes, and header situations not shown. 2) Loads listed address hanger/header/fastener limitations as well as joist/hanger limitations assuming header material is Douglas Fir-Larch (DF-L), Southern Pine (SP), or Microllam® LVL, Parallam® PSL, or TimberStrand® LSL. Joist reaction should be checked by a qualified designer to ensure proper hanger selection. 3) Uplift 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. 4) If hanger height is less than 60% of joist height, joist rotation may occur, therefore supplemental lateral restraints are required, see page 4. 5) The type and quantity of fasteners used to install USP products is critical to connector performance. To achieve the allowable loads shown in this catalog, install with the fasteners specified for that particular product. All specified fasteners must be properly installed prior to applying load of any kind to the connection. 6) Throughout this guide, dimensions are expressed in inches and loads in pounds, unless specifically noted otherwise. 7) Load values for 10d and 16d designations in the fastener schedules throughout this catalog refer to common wire nails, unless noted otherwise. 8) The allowable loads shown in this catalog are based on Allowable Stress Design methodology. 9) Multiple TJI ® Joist Plies: Fasten together multiple plies of wood TJI® Joist’s, in accordance with iLevel’s installation guidelines, such that the joists act as a single unit. 10) Sloped TJI ® Joists: Use sloped seat hangers and beveled web stiffeners whenever the slope exceeds the following: 1/2:12 for seat bearing lengths of 2 1/2˝ or less; 3/8:12 for bearing lengths between 2 1/2˝ and 3 1/2˝; and 1/4:12 for bearing lengths in excess of 3 1/2˝. Web Stiffener Attachment for TJI® Joists Gap: 1 ⁄8˝ minimum 2 3⁄4 ˝ maximum 1˝ for TJI® 110, 210, 230, 360 joists 11⁄2 ˝ for TJI® 560, 560D joists TJI® Nailing: See table to the right Web stiffener each side See table to the right Tight fit Depth Minimum Web Stiffener Size 110 All Ý[Ý 1 210 All Ý[Ý 1 230 All Ý[Ý 1 360 All Ý[Ý 1 560 All 2x4 2 560D 3 Ý Ý Ý Ý 2x4 2 1 Nailing Requirements No. of Nails Type 8d Ý[Ý 8d Ý[Ý 8d Ý[Ý 8d Ý[Ý 16d Ý[Ý 16d Ý[Ý End Int 3 3 3 3 3 3 3 3 3 3 4 5 6 6 4 5 11 13 PS1 or PS2 sheathing, face grain vertical Construction grade or better 3 :HEVWLIIHQHUVDUHDOZD\VUHTXLUHGIRUÝDQGÝ7-,® 560D joists. 2 Customer Service / Technical Assistance Burnsville, MN Corporate Office 1-800-328-5934 3 GENERAL NOTES Backer Blocks – Pattern the nails used to install backer blocks or web stiffeners in wood TJI® Joist’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® Joist’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® Joist header must penetrate through the web and into the backer block on the opposite side. Gap 1⁄8˝ Filler Block Installation:. Attach per table below. Backer Block Installation: Install tight to top flange (tight to bottom flange with face mount hangers). Attach per table below. Varies. See Table Below Backer Block each side Gap 1⁄8˝ Backer Block (both sides) of web with single TJI® Joist. Typical THF backer block installation Typical THO backer block installation Gap 1⁄8˝ With top flange hangers, backer block required only for downward loads exceeding 250 lbs or for uplift conditions Filler and Backer Block sizes TJI® 110 Depth Ý RUÝ Ý 210 Ý RUÝ ÝÝ Ý RUÝ ÝÝ Ý RUÝ ÝÝ ÝÝ Ý 560 ÝÝ ÝÝ ÝÝ 560D ÝÝ Type1 Filler Backer Filler Backer Filler Backer Filler Backer Filler Backer Filler Backer Filler Backer Filler Backer Filler Backer Filler Backer Filler Backer Filler Backer Filler Backer Filler Backer Filler / Backer Size 2x6 ÝRU 2x8 ÝRU [ÝVKHDWKLQJ ÝRU [ÝVKHDWKLQJ ÝRU [ÝVKHDWKLQJ RUÝQHW [ÝVKHDWKLQJ RUÝQHW [ÝVKHDWKLQJ RUÝQHW [ÝVKHDWKLQJ RUÝQHW [ÝVKHDWKLQJ ÝQHW 7ZR[ 2x6 7ZR[ 2x8 7ZR[ 2x12 7ZR[ 2x12 )RXU[VKHDWKLQJ 7ZR[VKHDWKLQJ Nail GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý GÝ[Ý Quantity2 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 RQHVLGH 15 HDFKVLGH 10 HDFKVLGH 10 HDFKVLGH 15 HDFKVLGH 15 HDFKVLGH 15 1 ,IQHFHVVDU\LQFUHDVHILOOHUDQGEDFNHUEORFNKHLJKWIRUIDFHPRXQWKDQJHUVDQGPDLQWDLQJDSDWWRSRIMRLVW 6HHZHEVWLIIHQHUDWWDFKPHQWGHWDLOV)LOOHUDQGEDFNHUEORFNGLPHQVLRQVVKRXOGDFFRPPRGDWHUHTXLUHGQDLOLQJ ZLWKRXWVSOLWWLQJ7KHVXJJHVWHGPLQLPXPOHQJWKLVIRUILOOHUDQGIRUEDFNHUEORFNV 2 )RU7-,-RLVWGHSWKVRUOHVVXVHQDLOVIRUPXOWLIDPLO\DSSOLFDWLRQV www.USPconnectors.com e-mail: [email protected] © Copyright 2012 United Steel Products Company USP945-121 4 EWP INSTALLATION Support Height & Lateral Stability Hangers for joists without web stiffeners must support the TJI® Joist’s top flange and provide lateral resistance with no more than 1⁄8˝ horizontal deflection. Resist lateral movement Hangers for joists with web stiffeners must support a minimum of 60% of joist depth, or potential joist rotation must be addressed. Web stiffener 1/8˝ maximum gap Joist depth 60% min. of joist depth (Top flange support requirements can be verified in EWP Top Mount Hangers charts under the Web Stiffener Req. column of USP’s Full Line 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 mount hangers to support beams or joists. 1/4˝ 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. Max. Avoid direct contact between hangers and steel beams, which may cause squeaks Wrong Nailer Size Causes Component Failure 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 splitting of nailer. The recommended nailer overhang is 1⁄4˝ maximum per side. Top Flange Hangers Too Thin ! Top flange nailing cannot fully penetrate nailer, causing reduced allowable loads. Never use hangers which require multiple face nails since the allowable loads are dependent on all nail holes being used. 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-Joist, 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. Flush framing ! Hanger over-spread Customer Service / Technical Assistance Burnsville, MN Corporate Office 1-800-328-5934 ! Hanger not plumb 5 SINGLE TJI® JOISTS 4,7 Face Mount Hangers Top Mount Hangers 5 Joist Height USP 1 Stock No. D Dim6 Fastener Schedule Header Joist ® THO17950 2 (6) 10d (2) 10d x 1-1/2 270 1260 11-7/8 THO17118 2 (6) 10d (2) 10d x 1-1/2 270 1290 2 (6) 10d (2) 10d x 1-1/2 140 1600 14 TFL1714 TJI® 210 9-1/2 TFL2095 11-7/8 TFL20118 2 (6) 10d (2) 10d x 1-1/2 140 1600 2 (6) 10d (2) 10d x 1-1/2 140 1600 TFL2014 2 (6) 10d (2) 10d x 1-1/2 140 1600 16 TFL2016 2 (6) 10d (2) 10d x 1-1/2 140 1600 TJI® 230 9-1/2 TFL2395 D Dim6 Fastener Schedule Header Joist DF-L/SP Uplift Down 3 2 160% 100% THF17925 Min THF17925 Max THF17112 Min THF17112 Max THF17140 Min THF17140 Max 2 (8) 10d 910 (2) 10d x 1-1/2 280 (2) 10d x 1-1/2 280 (2) 10d x 1-1/2 280 (2) 10d x 1-1/2 280 (2) 10d x 1-1/2 280 (2) 10d x 1-1/2 280 3-3/8 (24) 10d (2) 10d x 1-1/2 280 2735 1370 2 2 (12) 10d (8) 10d (16) 10d (12) 10d (20) 10d 1370 910 1825 1370 2280 THF20925 Min THF20925 Max THF20112 Min THF20112 Max THF20140 Min THF20140 Max THF20157 2 2 2 (8) 10d (12) 10d (8) 10d (16) 10d (12) 10d (20) 10d 910 1370 910 1825 1370 2280 2 (6) 10d (2) 10d x 1-1/2 140 1600 THF23925 2-1/2 (12) 10d (2) 10d x 1-1/2 175 2 (6) 10d (2) 10d x 1-1/2 140 1600 THF23118 2-1/2 (14) 10d (2) 10d x 1-1/2 360 1595 TFL2314 2 (6) 10d (2) 10d x 1-1/2 140 1600 THF23140 2-1/2 (18) 10d (2) 10d x 1-1/2 360 2090 16 TFL2316 2 (6) 10d (2) 10d x 1-1/2 140 1600 THF23160 2-1/2 (22) 10d (2) 10d x 1-1/2 360 2550 ® -RLVW:LGWK Þ TJI 360 2 (6) 10d (2) 10d x 1-1/2 140 1600 THF23118 2-1/2 (14) 10d (2) 10d x 1-1/2 360 1595 2 (6) 10d (2) 10d x 1-1/2 140 1600 THF23140 2-1/2 (18) 10d (2) 10d x 1-1/2 360 2090 TFL2316 2 (6) 10d (2) 10d x 1-1/2 140 1600 THF23160 2-1/2 (22) 10d (2) 10d x 1-1/2 360 2550 TFI3518 2-1/2 (6) 16d (2) 10d x 1-1/2 360 2235 THF23180 2-1/2 (24) 10d (8) 10d x 1-1/2 1295 2785 TFI3520 2-1/2 (6) 16d (2) 10d x 1-1/2 360 2235 THF23180 2-1/2 (24) 10d (8) 10d x 1-1/2 1295 2785 14 TFL2314 16 18 20 TJI® 560 11-7/8 THO35118 TFL -RLVW:LGWK Þ 14 11-7/8 TFL23118 THO -RLVW:LGWK Þ 14 11-7/8 TFL23118 5 USP 1 Stock No. -RLVW:LGWK Þ TJI 110 9-1/2 DF-L/SP Uplift Down 3 2 160% 100% TFI -RLVW:LGWK Þ 2-3/8 (10) 10d (2) 10d x 1-1/2 265 2050 THF35112 2-1/2 (16) 10d (2) 10d x 1-1/2 245 1825 14 THO35140 2-3/8 (12) 10d (2) 10d x 1-1/2 265 2715 THF35140 2-1/2 (20) 10d (2) 10d x 1-1/2 245 2320 16 THO35160 2-3/8 (12) 10d (2) 10d x 1-1/2 265 2715 THF35157 2-1/2 (22) 10d (2) 10d x 1-1/2 245 2550 18 TFI418 2-1/2 (6) 16d (2) 10d x 1-1/2 360 2235 THF35157 2-1/2 (22) 10d (2) 10d x 1-1/2 245 2550 20 TFI420 2-1/2 (6) 16d (2) 10d x 1-1/2 360 2235 THF35157 2-1/2 (22) 10d (2) 10d x 1-1/2 245 2550 ® -RLVW:LGWK Þ TJI 560D 18 TFI418 2-1/2 (6) 16d (2) 10d x 1-1/2 360 2235 THF35157 2-1/2 (22) 10d (2) 10d x 1-1/2 245 2550 20 TFI420 2-1/2 (6) 16d (2) 10d x 1-1/2 360 2235 THF35157 2-1/2 (22) 10d (2) 10d x 1-1/2 245 2550 22 TFI422 2-1/2 (10) 16d (2) 10d x 1-1/2 360 2920 THF35157 2-1/2 (22) 10d (2) 10d x 1-1/2 245 2550 24 TFI424 2-1/2 (10) 16d (2) 10d x 1-1/2 360 2920 THF35157 2-1/2 (22) 10d (2) 10d x 1-1/2 245 2550 1) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for non-shaded hangers by Weyerhaeuser. ® ® ® 2) Loads listed are based on hanger attachment to a DF-L or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header. Contact your local Weyerhaeuser or USP Structural Connectors Technical Representative for additional duration of load values. 3) Uplift loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 7RS0RXQW+DQJHUVUHTXLUHPLQLPXPÝKHDGHUZLGWKIRU7+2VHULHVKDQJHUVÝPLQLPXPKHDGHUWKLFNQHVVIRUDOORWKHUVWRFNQXPEHUV 5) 10d x 1-1/2 nails are 0.148" diameter x 1-1/2" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.162" diameter x 3-1/2" long. 0LQLPXPQDLOSHQHWUDWLRQVKDOOEHÝIRUGQDLOV GVLQNHUVDUHGLDPHWHU[ÝORQJDQGPD\EHXVHGZKHUHGQDLOVGLDPHWHU[ORQJDUHVSHFLILHG 6) D Dim is the length of the hanger seat. ® 7) For top mount hangers supported by TJI KHDGHUVZLWKDIODQJHWKLFNQHVVOHVVWKDQÝFRQVXOW863DQG:H\HUKDHXVHUIRUKDQJHUOLPLWDWLRQV MSH Additional diamond nail holes for maximum nailing H Standard round nail holes for minimum nailing 2˝ Patented dimple allows 45˚ nailing W THF single www.USPconnectors.com e-mail: [email protected] © Copyright 2012 United Steel Products Company USP945-121 6 SINGLE TJI® JOISTS Field Slope & Skew Adjustable Height 4 Joist Height USP Stock No.1,6 D Dim8 Fastener Schedule Header Joist 4,7 DF-L/SP Fastener Schedule Uplift Down USP D 160%3 100%2 Stock No.1 Dim8 Header Joist ® Skewed 45° Hangers DF-L/SP Uplift Down 160%3 100%2 4,7 USP Stock No.1,6 D Dim8 Fastener Schedule Header Joist DF-L/SP Uplift Down 160%3 100%2 -RLVW:LGWK Þ TJI 110 9-1/2 -- -- -- -- -- -- -- -- -- -- -- -- LSSH179 3 (10) 10d (7) 10d x 1-1/2 1065 1140 SKH1720L/R 1-7/8 (14) 10d (10) 10d x 1-1/2 1565 1625 11-7/8 -- -- -- -- -- -- -- -- -- -- -- -- LSSH179 3 (10) 10d (7) 10d x 1-1/2 1065 1140 SKH1720L/R 1-7/8 (14) 10d (10) 10d x 1-1/2 1565 1625 1-3/4 (6) 10d (4) 10d x 1-1/2 -- -- 2165 LSSH179 3 (10) 10d (7) 10d x 1-1/2 1065 1140 SKH1720L/R 1-7/8 (14) 10d (10) 10d x 1-1/2 1565 1625 14 MSH1722 TJI® 210 -RLVW:LGWK Þ 9-1/2 11-7/8 See current USP Full Line Product Catalog or iLevel software for specialty hanger options 14 LSSH20 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2020L/R 1-7/8 (14) 10d (10) 10d x 1-1/2 1565 1625 LSSH20 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2020L/R 1-7/8 (14) 10d (10) 10d x 1-1/2 1565 1625 LSSH20 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2020L/R 1-7/8 (14) 10d (10) 10d x 1-1/2 1565 1625 LSSH20 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2024L/R 1-7/8 (16) 10d (10) 10d x 1-1/2 1565 1855 8 16 ® -RLVW:LGWK Þ TJI 230 9-1/2 -- -- -- -- -- -- -- -- -- -- -- -- LSSH23 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2320L/R 1-7/8 (14) 10d (10) 10d x 1-1/2 1565 1625 11-7/8 -- -- -- -- -- -- -- -- -- -- -- -- LSSH23 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2320L/R 1-7/8 (14) 10d (10) 10d x 1-1/2 1565 1625 14 16 -- -MSH2322 -- -- -- -- -- -- -- -- -- -- LSSH23 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2324L/R 1-7/8 (16) 10d (10) 10d x 1-1/2 1565 1855 1-3/4 (6) 10d (4) 10d x 1-1/2 -- -- 2165 LSSH237 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2324L/R 1-7/8 (16) 10d (10) 10d x 1-1/2 1565 1855 ® -RLVW:LGWK Þ TJI 360 11-7/8 -- -- -- -- -- -- -- -- -- -- -- -- LSSH23 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2320L/R 1-7/8 (14) 10d (10) 10d x 1-1/2 1565 1625 14 -- -- -- -- -- -- -- -- -- -- -- -- LSSH23 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2324L/R 1-7/8 (16) 10d (10) 10d x 1-1/2 1565 1855 16 MSH2322 1-3/4 (6) 10d (4) 10d x 1-1/2 -- -- 2165 LSSH237 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2324L/R 1-7/8 (16) 10d (10) 10d x 1-1/2 1565 1855 18 MSH2322 1-3/4 (6) 10d (4) 10d x 1-1/2 -- -- 2165 LSSH237 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2324L/R 1-7/8 (16) 10d (10) 10d x 1-1/2 1565 1855 -- -- -- -- -- -- -- -- -- -- LSSH23 7 3 (10) 10d (7) 10d x 1-1/2 980 1140 SKH2324L/R 7 1-7/8 (16) 10d (10) 10d x 1-1/2 1565 1855 2255 20 -- -- ® -RLVW:LGWK Þ TJI 560 11-7/8 MSH422 1-3/4 (6) 10d (6) 10d -- -- 14 16 18 See current USP Full Line Product Catalog or iLevel software for specialty hanger options 20 2025 LSSH35 3 (14) 16d (12) 10d x 1-1/2 1585 1920 SKH410L/R 5 2-1/2 (16) 16d (10) 16d 1565 LSSH35 3 (14) 16d (12) 10d x 1-1/2 1585 1920 SKH414L/R 5 2-1/2 (22) 16d (10) 16d 1565 3100 7 3 (14) 16d (12) 10d x 1-1/2 1585 1920 SKH414L/R 5 2-1/2 (22) 16d (10) 16d 1565 3100 7 3 (14) 16d (12) 10d x 1-1/2 1585 1920 SKH414L/R 5 2-1/2 (22) 16d (10) 16d 1565 3100 7 3 (14) 16d (12) 10d x 1-1/2 1585 1920 SKH414L/R 5 2-1/2 (22) 16d (10) 16d 1565 3100 7 3 (14) 16d (12) 10d x 1-1/2 1585 1920 SKH414L/R 5 2-1/2 (22) 16d (10) 16d 1565 3100 LSSH35 7 3 (14) 16d (12) 10d x 1-1/2 1585 1920 SKH414L/R 5 2-1/2 (22) 16d (10) 16d 1565 3100 LSSH357 3 (14) 16d (12) 10d x 1-1/2 1585 1920 -- -- -- -- -- -- -- -- -- -- -- -- LSSH357 3 (14) 16d (12) 10d x 1-1/2 1585 1920 -- -- -- -- -- -- -- -- -- -- -- -- LSSH35 LSSH35 LSSH35 TJI® 560D -RLVW:LGWK Þ 18 20 22 LSSH35 See current USP Full Line Product Catalog or iLevel software for specialty hanger options 24 1) Shaded hangers require web stiffeners at joist ends. 2) Loads listed are based on hanger attachment to a DF-L or SP species solid sawn, Microllam® LVL, Parallam® PSL, or TimberStrand® LSL header. Contact your local Weyerhaeuser or USP Structural Connectors Technical Representative for additional duration of load values. 3) Uplift loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 4) 10d x 1-1/2 nails are 0.148" diameter x 1-1/2" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.162" diameter x 3-1/2" long. 0LQLPXPQDLOSHQHWUDWLRQVKDOOEHÝIRUGQDLOVDQGÝIRUGQDLOV 5) Miter cut required on end of joist to achieve design loads. 6) For additional sizes, stock numbers, and modifications not shown, refer to USP's Full Line Catalog. 7) Supplemental lateral support connection recommended when hanger height is less than 60% of joist height. 8) D Dim is the length of the hanger seat. LSSH Installation: • Use all specified fasteners. Steps: 1. Position LSSH connector against plumb-cut end of joist. Fasten joist side flanges on both sides with 10d x 11⁄2˝ nails. Bend seat up to fit against joist bottom and drive (1) 10d x 11⁄2˝ nail through bottom seat into rafter bottom. Drive (2) 10d x 11⁄2˝ nails at downward angle through dimpled nailing guides. 2. Lean connector and rafter end against ridge beam at desired position. Install 10d or 16d 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 or 16d nails through nail holes. • Web stiffeners are required for all TJI® Joist installations. • Designer may consider adding a tension restraint for the supported member for roof slopes exceeding 6/12. LSSH 3&4 2 1 skew to 45˚ maximum Customer Service / Technical Assistance Burnsville, MN Corporate Office 1-800-328-5934 SKH_L left shown 7 DOUBLE TJI® JOISTS Top Mount Hangers4,8 5 Joist Height USP 1 Stock No. Fastener Schedule D Dim6 Header Joist Face Mount Hangers DF-L/SP Uplift Down 3 2 160% 100% Double TJI® 110 9-1/2 5 USP 1 Stock No. Fastener Schedule D Dim6 Header Joist DF-L/SP Uplift Down 3 2 160% 100% -RLVW:LGWK Þ THO35950 2-3/8 (10) 10d (2) 10d x 1-1/2 265 2050 THF35925 2-1/2 (12) 10d (2) 10d x 1-1/2 245 1370 11-7/8 THO35118 2-3/8 (10) 10d (2) 10d x 1-1/2 265 2050 THF35112 2-1/2 (16) 10d (2) 10d x 1-1/2 245 1825 2-3/8 (12) 10d (2) 10d x 1-1/2 265 2715 THF35140 2-1/2 (20) 10d (2) 10d x 1-1/2 245 2320 1390 14 THO35140 Double TJI® 210 9-1/2 -RLVW:LGWK Þ THO20950-2 3 (10) 16d (6) 10d 1115 2330 THF20925-2 2-1/2 (12) 10d (6) 10d 1115 11-7/8 THO20118-2 3 (10) 16d (6) 10d 1115 2330 THF20112-2 2-1/2 (16) 10d (6) 10d 1115 1855 14 THO20140-2 3 (10) 16d (6) 10d 1175 2330 THF20140-2 2-1/2 (20) 10d (6) 10d 1115 2320 16 THO20160-2 3 (10) 16d (6) 10d 1175 2330 THF20140-2 2-1/2 (20) 10d (6) 10d 1115 2320 Double TJI® 230 9-1/2 -RLVW:LGWK Þ THO23950-2 3 (10) 16d (6) 10d 1175 3535 THF23925-2 2-1/2 (14) 10d (6) 10d 1115 1625 11-7/8 THO23118-2 3 (10) 16d (6) 10d 1175 3535 THF23118-2 2-1/2 (16) 10d (6) 10d 1115 1855 14 THO23140-2 3 (12) 16d (6) 10d 1175 3535 THF23140-2 2-1/2 (20) 10d (6) 10d 1220 2540 16 THO23160-2 3 (12) 16d (6) 10d 1175 3535 THF23160-2 2-1/2 (24) 10d (6) 10d 1220 3050 3 (10) 16d (6) 10d 1175 3535 THF23118-2 2-1/2 (16) 10d (6) 10d 1115 1855 3 (12) 16d (6) 10d 1175 3535 THF23140-2 2-1/2 (20) 10d (6) 10d 1220 2540 Double TJI® 360 11-7/8 THO23118-2 14 THO23140-2 -RLVW:LGWK Þ 16 THO23160-2 3 (12) 16d (6) 10d 1175 3535 THF23160-2 2-1/2 (24) 10d (6) 10d 1220 3050 18 THO23180-2 3 (14) 16d (6) 10d 1175 3535 THF23160-2 2-1/2 (24) 10d (6) 10d 1220 3050 20 THO23200-2 3 (14) 16d (6) 10d 1175 3535 THF23160-2 2-1/2 (24) 10d (6) 10d 1220 3050 ® 14 BPH7114 BPH -RLVW:LGWK Þ Double TJI 560 11-7/8 BPH71118 THO Double 3 (10) 16d (6) 10d 1220 3455 HD7120 2-1/2 (16) 16d (6) 10d 1140 2255 3 (10) 16d (6) 10d 1220 3455 HD7140 2-1/2 (20) 16d (8) 10d 1525 2820 16 BPH7116 3 (10) 16d (6) 10d 1220 3455 HD7160 2-1/2 (24) 16d (8) 10d 1525 3385 18 BPH7118 3 (10) 16d (6) 10d 1220 3455 HD7160 2-1/2 (24) 16d (8) 10d 1525 3385 20 BPH7120 3 (10) 16d (6) 10d 1220 3455 HD7160 2-1/2 (24) 16d (8) 10d 1525 3385 Double TJI® 560D -RLVW:LGWK Þ 18 BPH7118 3 (10) 16d (6) 10d 1220 3455 HD7160 2-1/2 (24) 16d (8) 10d 1525 3385 20 BPH7120 3 (10) 16d (6) 10d 1220 3455 HD7160 2-1/2 (24) 16d (8) 10d 1525 3385 22 BPH7122 3 (10) 16d (6) 10d 1220 3455 HD7160 2-1/2 (24) 16d (8) 10d 1525 3385 24 BPH7124 3 (10) 16d (6) 10d 1220 3455 HD7160 2-1/2 (24) 16d (8) 10d 1525 3385 THF Double 1) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for non-shaded hangers by Weyerhaeuser. 2) Loads listed are based on hanger attachment to a DF-L or SP species solid sawn, Microllam® LVL, Parallam® PSL, or TimberStrand® LSL header. Contact your local Weyerhaeuser or USP Structural Connectors Technical Representative for additional duration of load values. 3) Uplift 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; 3-1/2" minimum header thickness for all other stock numbers. 5) 10d x 1-1/2 nails are 0.148" diameter x 1-1/2" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.162" diameter x 3-1/2" long. 0LQLPXPQDLOSHQHWUDWLRQVKDOOEHÝIRUGQDLOVDQGÝIRUGQDLOV GVLQNHUVDUHGLDPHWHU[ÝORQJDQGPD\EHXVHGZKHUHGQDLOVGLDPHWHU[ORQJDUHVSHFLILHG 6) D Dim is the length of the hanger seat. 7) For top mount hangers supported by TJI®KHDGHUVZLWKDIODQJHWKLFNQHVVOHVVWKDQÝFRQVXOW863DQG:H\HUKDHXVHUIRUKDQJHUOLPLWDWLRQV www.USPconnectors.com e-mail: [email protected] © Copyright 2012 United Steel Products Company HD SKH_L Double left shown USP945-121 8 DOUBLE TJI® JOISTS Adjustable Height Joist Height USP 1,5 Stock No. D Dim6 Skewed 45° Hangers Field Slope & Skew Fastener Schedule4 DF-L/SP Uplift Down 3 2 Header Joist 160% 100% USP 1,5 Stock No. D Dim6 ® Fastener Schedule4 Header Joist DF-L/SP Uplift Down 3 2 160% 100% USP 1 Stock No. Fastener Schedule4 D Dim6 Header Joist DF-L/SP Down Uplift 3 2 160% 100% -RLVW:LGWK Þ Double TJI 110 9-1/2 MSH422 1-3/4 (6) 10d (6) 10d -- -- 2025 LSSH35 3 (14) 16d (12) 10d x 1-1/2 1585 1920 SKH410L/R 7 2-1/2 (16) 16d (10) 16d 1565 11-7/8 MSH422 1-3/4 (6) 10d (6) 10d -- -- 2025 LSSH35 3 (14) 16d (12) 10d x 1-1/2 1585 1920 SKH410L/R 7 2-1/2 (16) 16d (10) 16d 1565 2255 -- -- -- -- -- -- -- -- -- -- -- -- LSSH35 3 (14) 16d (12) 10d x 1-1/2 1585 1920 SKH410L/R 7 2-1/2 (16) 16d (10) 16d 1565 2255 14 Double TJI® 210 -RLVW:LGWK Þ 9-1/2 11-7/8 See current USP Full Line Product Catalog or iLevel software for specialty hanger options See current USP Full Line Product Catalog or iLevel software for specialty hanger options 14 2255 16 Double TJI® 230 SKH2020L/R-2 7 3-1/2 (14) 10d (10) 10d 1905 1665 SKH2020L/R-2 7 3-1/2 (14) 10d (10) 10d 1905 1665 SKH2024L/R-2 7 3-1/2 (16) 10d (10) 10d 1905 1905 SKH2024L/R-2 7 3-1/2 (16) 10d (10) 10d 1905 1905 SKH2320L/R-2 7 3-1/2 (14) 10d (10) 10d 1905 1665 SKH2320L/R-2 7 3-1/2 (14) 10d (10) 10d 1905 1665 SKH2324L/R-2 7 3-1/2 (16) 10d (10) 10d 1905 1905 SKH2324L/R-2 7 3-1/2 (16) 10d (10) 10d 1905 1905 -RLVW:LGWK Þ 9-1/2 MSH2322-2 1-3/4 (6) 10d (4) 10d -- -- 2210 11-7/8 MSH2322-2 1-3/4 (6) 10d (4) 10d -- -- 2210 14 MSH2322-2 1-3/4 (6) 10d (4) 10d -- -- 2210 16 -- -- -- -- -- -- -- -- -- -- -- -- Double TJI® 360 See current USP Full Line Product Catalog or iLevel software for specialty hanger options -RLVW:LGWK Þ 11-7/8 MSH2322-2 1-3/4 (6) 10d (4) 10d -- -- 2210 SKH2320L/R-2 7 3-1/2 (14) 10d (10) 10d 1905 1665 14 MSH2322-2 1-3/4 (6) 10d (4) 10d -- -- 2210 SKH2324L/R-2 7 3-1/2 (16) 10d (10) 10d 1905 1905 16 -- -- -- -- -- -- -- -- -- -- -- -- SKH2324L/R-2 7 3-1/2 (16) 10d (10) 10d 1905 1905 18 -- -- -- -- -- -- -- -- -- -- -- -- SKH2324L/R-2 7 3-1/2 (16) 10d (10) 10d 1905 1905 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 7,8 2-1/2 (16) 16d (6) 10d 855 2255 HD7140-SK45L/R 7,8 2-1/2 (20) 16d (8) 10d 1145 2820 7,8 2-1/2 (24) 16d (8) 10d 1145 3385 HD7160-SK45L/R 7,8 2-1/2 (24) 16d (8) 10d 1145 3385 HD7160-SK45L/R 7,8 2-1/2 (24) 16d (8) 10d 1145 3385 HD7160-SK45L/R 7,8 2-1/2 (24) 16d (8) 10d 1145 3385 HD7160-SK45L/R 7,8 2-1/2 (24) 16d (8) 10d 1145 3385 HD7160-SK45L/R 7,8 2-1/2 (24) 16d (8) 10d 1145 3385 HD7160-SK45L/R 7,8 2-1/2 (24) 16d (8) 10d 1145 3385 20 ® MSH422-2 2 (8) 16d (6) 16d -- -- 14 16 18 -- --RLVW:LGWK Þ Double TJI 560 11-7/8 See current USP Full Line Product Catalog or iLevel software for specialty hanger options See current USP Full Line Product Catalog or iLevel software for specialty hanger options 3690 HD7120-SK45L/R See current USP Full Line Product Catalog or iLevel software for specialty hanger options 20 Double TJI® 560D -RLVW:LGWK Þ 18 20 22 See current USP Full Line Product Catalog or iLevel software for specialty hanger options HD7160-SK45L/R See current USP Full Line Product Catalog or iLevel software for specialty hanger options 24 1) Shaded hangers require web stiffeners at joist ends. ® ® ® 2) Loads listed are based on hanger attachment to a DF-L or SP species solid sawn, Microllam LVL, Parallam PSL, or TimberStrand LSL header. Contact your local Weyerhaeuser or USP Structural Connectors Technical Representative for additional duration of load values. 3) Uplift loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 4) 10d x 1-1/2 nails are 0.148" diameter x 1-1/2" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.162" diameter x 3-1/2" long. 0LQLPXPQDLOSHQHWUDWLRQVKDOOEHÝIRUGQDLOVDQGÝIRUGQDLOV GVLQNHUVDUHGLDPHWHU[ÝORQJDQGPD\EHXVHGZKHUHGQDLOVGLDPHWHU[ORQJDUHVSHFLILHG 5) For additional sizes, stock numbers, and modifications not shown, refer to USP's Full Line Catalog. 6) D Dim is the length of the hanger seat. 7) Miter cut required on end of joist to achieve design loads. 8) Hangers are special order. Consult USP to for pricing and lead times. LSSH Installation: • Use all specified fasteners. Steps: 1. Position LSSH connector against plumb-cut end of joist. Fasten joist side flanges on both sides with 10d x 11⁄2˝ nails. Bend seat up to fit against joist bottom and drive (1) 10d x 11⁄2˝ nail through bottom seat into rafter bottom. Drive (2) 10d x 11⁄2˝ nails at downward angle through dimpled nailing guides. 2. Lean connector and rafter end against ridge beam at desired position. Install 10d or 16d 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 or 16d nails through nail holes. • Web stiffeners are required for all TJI® Joist installations. • Designer may consider adding a tension restraint for the supported member for roof slopes exceeding 6/12. LSSH 3&4 2 1 skew to 45˚ maximum Customer Service / Technical Assistance Burnsville, MN Corporate Office 1-800-328-5934 MSH 9 MICROLLAM® LVL, PARALLAM® PSL, OR TIMBERSTRAND® LSL BEAMS & HEADERS Top Mount Hangers3 Face Mount Hangers 4 Joist Height USP 6 Stock No. D 7 Dim Fastener Schedule Header Joist Uplift 2 160% Down 100%1 LVL PSL LSL USP Stock No. Fastener Schedule4 D 7 Dim Header Joist Uplift Down 2 1 160% 100% Ý0LFUROODP®/9/RU3DUDOODP®36/RU7LPEHU6WUDQG®/6/ 7-1/4 9-1/4 9-1/2 11-1/4 11-7/8 14 PHXU17725 3-1/4 (8) 16d (6) 10d x 1-1/2 1035 4420 4425 4425 HD1770 2 (14) 16d (4 10d x 1-1/2 730 BPH17925 2-3/8 (10) 16d (4) 10d x 1-1/2 625 3340 3395 3395 HD17925 2 (18) 16d (6) 10d x 1-1/2 1065 1975 2540 PHXU17925 3-1/4 (8) 16d (6) 10d x 1-1/2 1035 4420 4425 4425 HUS179 5 3 (30) 16d (10) 16d 3205 5310 THO17950 2 (6) 10d (2) 10d x 1-1/2 270 1345 1290 1335 HD17925 2 (18) 16d (6) 10d x 1-1/2 1065 2540 PHXU1795 3-1/4 (8) 16d (6) 10d x 1-1/2 1035 4420 4425 4425 HUS179 5 3 (30) 16d (10) 16d 3205 5310 BPH17112 2-3/8 (10) 16d (4) 10d x 1-1/2 625 3340 3395 3395 HD17112 2 (22) 16d (6) 10d x 1-1/2 1065 2870 PHXU17112 3-1/4 (8) 16d (6) 10d x 1-1/2 1035 4420 4425 4425 HUS179 5 3 (30) 16d (10) 16d 3205 5310 THO17118 2 (6) 10d (2) 10d x 1-1/2 270 1345 1290 1335 HD17112 2 (22) 16d (6) 10d x 1-1/2 1065 2870 PHXU17118 3-1/4 (8) 16d (6) 10d x 1-1/2 1035 4420 4425 4425 HUS179 5 3 (30) 16d (10) 16d 3205 5310 BPH1714 2-3/8 (10) 16d (4) 10d x 1-1/2 625 3340 3395 3395 HD1714 2 (26) 16d (8) 10d x 1-1/2 1065 3100 PHXU1714 3-1/4 (8) 16d (6) 10d x 1-1/2 1035 4420 4425 4425 HUS179 5 3 (30) 16d (10) 16d 3205 5310 3950 3O\ÝRUÝ0LFUROODP®/9/RU3DUDOODP®36/RU7LPEHU6WUDQG®/6/ 7-1/4 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- THD48 3 (28) 16d (16) 10d 2595 PHXU35925 3-1/4 (8) 16d (6) 10d 1290 6650 5785 6420 THD410 3 (38) 16d (20) 10d 3810 5360 HLBH35925 6 (15) NA16D-RS (6) 16d 1420 10620 10565 9600 THDH410 5 4 (46) 16d (12) 16d 3970 8260 PHXU3595 3-1/4 (8) 16d (6) 10d 1290 6650 HLBH3595 6 (15) NA16D-RS (6) 16d 1420 10620 10565 9600 PHXU35112 3-1/4 (8) 16d (6) 10d 1290 6650 HLBH35112 6 (15) NA16D-RS (6) 16d 1420 10620 10565 9600 PHXU35118 3-1/4 (8) 16d (6) 10d 1290 6650 HLBH35118 6 (15) NA16D-RS (6) 16d 1420 10620 10565 9600 PHXU3514 3-1/4 (8) 16d (6) 10d 1290 6650 HLBH3514 6 (15) NA16D-RS (6) 16d 1420 10620 10565 9600 PHXU3516 3-1/4 (8) 16d (6) 10d 1290 6650 HLBH3516 6 (15) NA16D-RS (6) 16d 1420 10620 10565 9600 PHXU3518 3-1/4 (8) 16d (6) 10d 1290 6650 HLBH3518 6 (15) NA16D-RS (6) 16d 1420 10620 10565 9600 PHXU3520 3-1/4 (8) 16d (6) 10d 1290 6650 HLBH3520 6 (15) NA16D-RS (6) 16d 1420 10620 10565 9600 THDH414 22 PHXU3522 3-1/4 (8) 16d (6) 10d 1290 6650 5785 6420 24 PHXU3524 3-1/4 (8) 16d (6) 10d 1290 6650 5785 6420 9-1/4 9-1/2 11-1/4 11-7/8 14 16 18 20 5785 5785 5785 5785 5785 5785 5785 6420 6420 6420 6420 6420 6420 6420 THD410 3 (38) 16d (20) 10d 3810 5360 THDH410 5 4 (46) 16d (12) 16d 3970 8260 THD410 3 (38) 16d (20) 10d 3810 5360 THDH412 5 4 (56) 16d (14) 16d 5225 9845 THD410 3 (38) 16d (20) 10d 3810 5360 THDH412 5 4 (56) 16d (14) 16d 5225 9845 THD410 3 (38) 16d (20) 10d 3810 5360 THDH414 5 4 (66) 16d (16) 16d 6810 9845 THD412 3 (48) 16d (20) 10d 3810 6770 THDH414 5 4 (66) 16d (16) 16d 6810 9845 THD412 3 (48) 16d (20) 10d 3810 6770 THDH414 5 4 (66) 16d (16) 16d 6810 9845 THD414 3 (58) 16d (20) 10d 3810 7045 4 (66) 16d (16) 16d 6810 9845 HD416 2 1/2 (26) 16d (12) 10d 2285 3665 HD416 2 1/2 (26) 16d (12) 10d 2285 3665 5 2) Loads listed are based on hanger attachment to a DF-L or SP species solid sawn, Microllam® LVL, Parallam® PSL, or TimberStrand® LSL header. Contact your local Weyerhaeuser or USP Structural Connectors Technical Representative for additional duration of load values. 2) Uplift loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 7RS0RXQW+DQJHUVUHTXLUHDPLQLPXPÝKHDGHUZLGWKIRU7+2VHULHVKDQJHUVÝPLQLPXPKHDGHUWKLFNQHVVIRUDOORWKHUVWRFNQXPEHUV 4) 10d x 1-1/2 nails are 0.148" diameter x 1-1/2" long, 10d nails are 0.148" diameter x 3" long, and 16d nails are 0.162" diameter x 3-1/2" long. GDQGGQDLOVDUHFRPPRQZLUHDQGUHTXLUHDPLQLPXPSHQHWUDWLRQRIÝDQGÝUHVSHFWLYHO\ GVLQNHUVDUHGLDPHWHU[ÝORQJDQGPD\EHXVHGZKHUHGQDLOVGLDPHWHU[ORQJDUHVSHFLILHG 5) Joist nails need to be toe nailed at a 30° to 45° angle to achieve listed loads for THDH and HUS models. )RUDGGLWLRQDOVL]HVVWRFNQXPEHUVDQGPRGLILFDWLRQVQRWVKRZQUHIHUWR863 V)XOO/LQH&DWDORJ 7) D Dim is the length of the hanger seat. THO HD HUS www.USPconnectors.com e-mail: [email protected] © Copyright 2012 United Steel Products Company USP945-121 10 MICROLLAM® LVL, PARALLAM® PSL, OR TIMBERSTRAND® LSL BEAMS & HEADERS Top Mount Hangers3 4 Joist Height USP 6 Stock No. Fastener Schedule D 7 Dim Header Joist Face Mount Hangers Uplift 160% 2 1 4 Down 100% LVL PSL LSL Fastener Schedule USP Stock No. D 7 Dim -- -- -- -- -- -- -- -- -- -- 3 (38) 16d (20) 10d 3410 5660 4 (46) 16d (16) 16d 4565 8725 3 (38) 16d (20) 10d 3410 5660 5 4 (46) 16d (16) 16d 4565 8725 Header Joist Uplift 2 160% Down 1 100% 3O\ÝRUÝ0LFUROODP®/9/RU3DUDOODP®36/RU7LPEHU6WUDQG® LSL 7-1/4 9-1/4 9-1/2 11-1/4 11-7/8 14 16 18 20 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- PHXU55925 3-1/4 (8) 16d (6) 10d 1290 6650 5785 6650 THD610 5 HLBH55925 6 (15) NA16D-RS (6) 16d 1605 10620 10565 9600 THDH610 PHXU5595 3-1/4 (8) 16d (6) 10d 1290 5785 6650 THD610 HLBH5595 6 (15) NA16D-RS (6) 16d 1605 10620 10565 9600 THDH610 PHXU55112 3-1/4 (8) 16d (6) 10d 1290 5785 6650 THD610 3 (38) 16d (20) 10d 3410 5660 HLBH55112 6 (15) NA16D-RS (6) 16d 1605 10620 10565 9600 THDH612 5 4 (56) 16d (20) 16d 5180 9935 PHXU55118 3-1/4 (8) 16d (6) 10d 1290 5785 6650 THD610 HLBH55118 6 (15) NA16D-RS (6) 16d 1605 10620 10565 9600 THDH612 PHXU5514 3-1/4 (8) 16d (6) 10d 1290 5785 6650 THD610 HLBH5514 6 (15) NA16D-RS (6) 16d 1605 10620 10565 9600 THDH614 PHXU5516 3-1/4 (8) 16d (6) 10d 1290 5785 6650 THD612 HLBH5516 6 (15) NA16D-RS (6) 16d 1605 10620 10565 9600 THDH614 PHXU5518 3-1/4 (8) 16d (6) 10d 1290 5785 HLBH5518 6 (15) NA16D-RS (6) 16d 1605 10620 10565 PHXU5520 3-1/4 (8) 16d (6) 10d 1290 5785 6650 THD614 HLBH5520 6 (15) NA16D-RS (6) 16d 1605 10620 10565 9600 THDH614 6650 6650 6650 6650 6650 6650 6650 3 (38) 16d (20) 10d 3410 5660 5 4 (56) 16d (20) 16d 5180 9935 3 (38) 16d (20) 10d 3410 5660 5 4 (66) 16d (22) 16d 5795 11645 3 (48) 16d (20) 10d 4065 7150 5 4 (66) 16d (22) 16d 5795 11645 6650 THD612 3 (48) 16d (20) 10d 4065 7150 9600 THDH614 5 4 (66) 16d (22) 16d 5795 11645 5 3 (58) 16d (20) 10d 4065 8415 4 (66) 16d (22) 16d 5795 11645 22 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- HD5216 2-1/2 (30) 16d (12) 10d 2285 4230 24 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ® ® ® 3O\ÝRUÝ0LFUROODP /9/RU3DUDOODP 36/RU7LPEHU6WUDQG LSL 9-1/4 9-1/2 11-1/4 11-7/8 14 16 18 20 22 24 PHXU71925 3-1/4 (8) 16d (6) 10d 1290 5785 6650 THD7210 HLBH71925 6 (15) NA16D-RS (6) 16d 1605 10620 10370 6650 9600 THDH7210 PHXU7195 3-1/4 (8) 16d (6) 10d 1290 5785 6650 THD7210 HLBH7195 6 (15) NA16D-RS (6) 16d 1605 10620 10370 9600 THDH7210 PHXU71112 3-1/4 (8) 16d (6) 10d 1290 5785 HLBH71112 6 (15) NA16D-RS (6) 16d 1605 10620 10370 PHXU71118 3-1/4 (8) 16d (6) 10d 1290 5785 6650 THD7210 HLBH71118 6 (15) NA16D-RS (6) 16d 1605 10620 10370 9600 THDH7212 PHXU7114 3-1/4 (8) 16d (6) 10d 1290 5785 6650 THD7210 HLBH7114 6 (15) NA16D-RS (6) 16d 1605 10620 10370 9600 THDH7214 PHXU7116 3-1/4 (8) 16d (6) 10d 1290 5785 6650 HD7120 HLBH7116 6 (15) NA16D-RS (6) 16d 1605 10620 10370 9600 THDH7214 PHXU7118 3-1/4 (8) 16d (6) 10d 1290 5785 6650 HD7140 HLBH7118 6 (15) NA16D-RS (6) 16d 1605 10620 10370 9600 THDH7214 5 PHXU7120 3-1/4 (8) 16d (6) 10d 1290 5785 6650 HD7140 HLBH7120 6 (15) NA16D-RS (6) 16d 1605 10620 10370 9600 THDH7214 PHXU7122 3-1/4 (8) 16d (6) 10d 1290 5785 6650 HLBH7122 6 (15) NA16D-RS (6) 16d 1605 10620 10370 9600 PHXU7124 3-1/4 (8) 16d (6) 10d 1290 5785 HLBH7124 6 (15) NA16D-RS (6) 16d 1605 10620 10370 6650 6650 6650 6650 6650 6650 6650 6650 6650 3 (38) 16d (20) 16d 3410 5660 5 4 (46) 16d (12) 16d 3970 8260 3 (38) 16d (20) 16d 3410 5660 5 4 (46) 16d (12) 16d 3970 8260 6650 THD7210 3 (38) 16d (20) 16d 3410 5660 9600 THDH7212 5 4 (56) 16d (14) 16d 5225 9845 3 (38) 16d (20) 16d 3410 5660 5 4 (56) 16d (14) 16d 5225 9845 3 (38) 16d (20) 16d 3410 5660 5 4 (66) 16d (16) 16d 6810 9845 5 2-1/2 (16) 16d (6) 10d 1140 2255 4 (66) 16d (16) 16d 6810 9845 2-1/2 (20) 16d (8) 10d 1525 2820 4 (66) 16d (16) 16d 6810 9845 2-1/2 (20) 16d (8) 10d 1525 2820 4 (66) 16d (16) 16d 6810 9845 HD7160 2-1/2 (24) 16d (8) 10d 1525 3385 -- -- -- -- -- -- -- -- -- -- -- -- 6650 HD7160 2-1/2 (24) 16d (8) 10d 1525 3385 9600 -- -- -- -- -- -- -- -- -- -- -- -- 5 See footnotes on page 9. PHXU HLBH THD Customer Service / Technical Assistance Burnsville, MN Corporate Office 1-800-328-5934 THDH 11 VARIABLE PITCH CONNECTORS – TMP & TMPH SERIES The TMP and TMPH is designed to make rafter-to-plate connections and eliminates time-consuming bird’s-mouth notching or bevel plate installation. The TMP automatically adjusts to pitches from 1/12 to 6/12 and the TMPH from 6/12 to 14/12. 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. Installing the TMP requires driving specified nails through the opposing slots in the pocket. TMPH installation involves sliding 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 ⁄ 12 – 6 ⁄ 12 TMPH – 6 ⁄ 12 – 14 ⁄ 12 USP 1 Stock No. D 5 Dim TMP175 TMPH175 Fastener Schedule Header TMPH21 TMPH23 TMPH23 TMPH4 (6) 10d (4) 10d x 1-1/2 1150 220 (8) 10d x 1-1/2 1950 200 3-1/2 (6) 10d (4) 10d x 1-1/2 1290 220 4 (10) 10d (8) 10d x 1-1/2 1950 200 3-1/2 (6) 10d (4) 10d x 1-1/2 1970 220 4 (10) 10d (8) 10d x 1-1/2 1950 200 3-1/2 (6) 10d (4) 10d x 1-1/2 1970 220 4 (10) 10d (8) 10d x 1-1/2 1950 200 3-1/2 (6) 10d (4) 10d x 1-1/2 1970 220 4 (10) 10d (8) 10d x 1-1/2 1950 200 -RLVW:LGWK Ý -RLVW:LGWK Ý -RLVW:LGWK Ý -RLVW:LGWK Ý TJI® 560D TMP4 TMPH4 160% (10) 10d TJI® 560 TMP4 100% 4 TJI® 360 TMP23 Uplift3 3-1/2 TJI® 230 TMP23 Joist Down2 -RLVW:LGWK Ý TJI® 210 TMP21 TMP 4 TJI® 110 Typical TMP installation Typical TMPH installation -RLVW:LGWK Ý 3-1/2 (6) 10d (4) 10d x 1-1/2 1970 220 4 (10) 10d (8) 10d x 1-1/2 1950 200 1) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for non-shaded hangers by Weyerhaeuser. 2) Loads listed are based on hanger attachment to a DF-L 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) Uplift loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. G[QDLOVDUHÝGLDPHWHU[ÝORQJDQGGQDLOVDUHGLDPHWHU[ORQJ 0LQLPXPQDLOSHQHWUDWLRQVKDOOEHÝIRUGQDLOV 5) D Dim is the length of the hanger seat. www.USPconnectors.com e-mail: [email protected] © Copyright 2012 United Steel Products Company fulcrum TMPH USP945-121 12 GENERAL INSTALLATION WS Series Wood Screw Applications Joining 2, 3, or 4 Ply Microllam® LVL or Parallam® PSL Members Screw length USP name Installation: • Screws are self-drilling. 3 • Install using a low speed clutch drill with ⁄ 8˝ hex head driver. 3/8˝ L 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. T • For 2 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 plys. Recommended Row Guidelines • Designer shall specify all wood screws locations. • Increase edge and end distances if wood splitting occurs. 1˝ min. Recommended (Typ) WS • Stagger all screws installed into the opposite face. Other Stagger patterns as approved by Engineer are acceptable • A minimum of 2 rows of screws 1 1/2˝ shall be used for all members min 1 with H= 5 /2” and larger. H SH Serrations Serrations threads Cut threads Cut drillingpoint point Selfdrilling Self 2 1/2˝ min 2 1/2˝ min 1 1/2˝ min Figure 1 Spacing 4˝ min. – 24˝ max. Spacing 4˝ min. – 24˝ max. Figure 3 Figure 4 Figure 5 WS6 installed in (4) 13⁄4˝ Ply WS35 installed in (1) 13⁄4˝, (1) 31⁄2˝ Ply WS35 installed in (2) 13⁄4˝, (1) 31⁄2˝ Ply Figure 2 WS35 installed WS35 installed in (3) 13⁄4˝ Ply in (2) 13⁄4˝ Ply End of member Dimensions Figure 6 WS6 installed in (2) 31/2˝ Ply Maximum Allowable Uniform Loads 1,3,4,5,6 WKDWFDQEHDSSOLHGWRHLWKHURXWVLGHPHPEHU/EV3HU/LQHDO)W 'RXJODV)LU/DUFK* USP Stock 1R Description WS35 Ý[Ý WS6 Ý[Ý L SH T Ý Ý Ý Ý Ý Ý Multiple Members Installation 2,7 Figure 1 2 4 5 3 6 Wood Screw Spacing Þ2& Þ2& Þ2& 2 Rows 3 Rows 2 Rows 3 Rows 2 Rows 3 Rows 1005 755 755 670 670 1005 1505 1130 1130 1005 1005 1505 670 505 505 445 445 670 1005 755 755 670 670 1005 505 380 380 335 335 505 755 565 565 505 505 755 1) 7DEXODWHGYDOXHVDUHEDVHGRQD:66FUHZODWHUDOORDGFDSDFLW\RISRXQGVDQGDVLGHPHPEHUWKLFNQHVVQROHVVWKDQÞ 2) Load values depicted assume all uniform load is applied to the most narrow outside ply only. 3) 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 Microllam LVL, Parallam PSL, or TimberStrand LSL beam may be less and should be checked by a qualified designer or with the manufacturer's literature. $TXDOLILHGGHVLJQHUVKDOOHQVXUHWKHDGHTXDF\RIDÝZLGHEHDPWRUHVLVWWKHDSSOLHGORDGRQRQHHGJHRWKHUZLVH the loads shall be uniformly distributed across the width or applied equally on both sides. 7) For Figures 2, 3, 5, and 6: Stagger the screws on opposite face by half minimum spacing requirements. Customer Service / Technical Assistance Burnsville, MN Corporate Office 1-800-328-5934 4˝ min 13 NOTES www.USPconnectors.com e-mail: [email protected] © Copyright 2012 United Steel Products Company USP945-121 Specification Tools All available on our Web Site @ www.USPconnectors.com Comprehensive Web Site • • • • Contains all USP literature in a printable .pdf format CAD Menu Program and Drawing Library downloads Quick and Easy literature ordering Register on-line at Web Site Watch Registration and automatically receive product updates through your e-mail CAD Menu Program • Install a new USP Drop Down Menu in your AutoCAD menu bar (AutoCAD r14, AutoCAD 2000, 2000i, 2002, 2004, 2005) • Import scalable USP product drawings directly into your details or section drawings Available in 3-view format; top, front, and side where applicable JUS210-2 – TOP VIEW JUS210-2 – FRONT VIEW JUS210-2 – SIDE VIEW CAD Library • CAD Library contains over 350 illustrations in .DXF and .DWG formats • Find drawings quickly by USP Stock No. or Reference No. • High Wind Illustrations are also available Your Local Dealer / Distributor Weyerhaeuser Microllam, Parallam, Timberstrand and TJI are registered trademarks of Weyerhaeuser NR. Customer Service Burnsville, MN Phone: 1-800-328-5934 Fax: 1-952-898-8683 Manufacturing: Montgomery, MN • Livermore, CA Largo, FL • Thornhill, Ontario www.USPconnectors.com © Warehouses: Corona, CA Humble, TX Lumberton, NJ Copyright 2012 United Steel Products Company Information valid until October 1, 2014