Backer Block (both sides) of web with single RFPI Joist. (12) - 10d. Backer Block. each side. 2 min. 2 min.
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1 EWP Product Guide For Use With Products Manufactured by THF30 LSSH179 SKH170L Corona Westampton Largo Montgomery Humble Livermore Thornhill, Ontario 1018-
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 assuming header material is ouglas Fir-Larch, Southern Pine, or LVL manufactured in the U.S. 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 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 loads in pounds, unless specifically noted otherwise. Load values for 10d and d 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 I- Plies: Fasten together multiple plies of wood I-s, in accordance with the manufacturer s installation guidelines, such that the joists act as a single unit. Sloped I-s: Use hangers with sloped seats and beveled web stiffeners whenever the slope exceeds the following: ½:1 for seat bearing lengths of ½ or less; 3 8:1 for bearing lengths between ½ and 3½ ; and ¼:1 for bearing lengths in excess of 3½. Backer Blocks Pattern the nails used to install backer blocks or web stiffeners in wood I-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 I-s acting as the header, or supporting member. Install in accordance with the Roseburg Forest Products installation guidelines. The nails used to install hangers mounted to an I- header must penetrate through the web and into the backer block on the opposite side. With top flange hangers, backer block required only for downward loads exceeding 50 lbs or for uplift conditions Web Stiffener Attachment Web Stiffeners may be required as noted below: Web stiffeners are always required in hangers that do not extend up to support the top flange of the RFPI. Web stiffeners may be required with certain sloped or skewed hangers or to achieve uplift values. Refer to the Roseburg Forest Products installation requirements. Typical THO backer block installation Backer Block Installation: Install tight to top flange (tight to bottom flange with face mount hangers). Attach with sixteen 10d (3 ) nails, clinched when possible Filler Block Installation: Nail with ten 10d (3 ) nails from each side Gap 1/4 Typical THF backer block installation Backer Block (both sides) of web with single RFPI See the chart, Web Stiffener Nailing Schedule to right Gap 1/4 (1) - 10d Backer Block each side Gap: 1/8-1/4 min. min. Customer Service & Technical Assistance Filler and Backer Block sizes Flange Width epth 9-1/ 1-3/8 x 6 high 1-3/4 11-7/8 1-3/8 x 8 high 3/3 5-1/ 1-3/8 x 10 high 1-3/8 x 1 high 9-1/ 1-3/4 x 6 high 11-7/8 1-3/4 x 8 high -1/ 7/8-5/ 3-1/ Backer Block Thickness Required Minimum 1 epth 5-1/ 1-3/4 x 10 high 1-3/4 x 1 high 9-1/ x 6 high 11-7/8 x 8 high 1 5-1/ x 10 high x 1 high 9-1/ -1/8 x 6 high 11-7/8-1/8 x 8 high -1/ 1-1/8 5-1/ -1/8 x 10 high -1/8 x 1 high 11-7/8 3 x 8 high 1-1/ 7-1/4 3 x 10 high 3 x 1 high 1) For face-mount hangers use net joist depth minus 3-1/4. Web Stiffener Nailing Schedule Filler Block Size Series Width epth Minimum Stiffener Size Nails RFPI 0 RFPI 400 RFPI /4-1/ -5/ 9-1/ 11-7/8 9-1/ 11-7/8 9-1/ 11-7/8 9-1/ 19/3 x -5/ 3/4 x -5/ 1 x -5/ (4) 8d (4) 8d (4) 8d RFPI 40S & 11-7/8-1/ RFPI 60S 1 x -5/ (4) 8d 9-1/ RFPI 70-5/ 11-7/8 RFPI 80S 11-7/8 3-1/ & RFPI 90 1 x -5/ 1-1/ x -5/ (4) 8d (4) 10d
3 EWP Installation Support Height & Lateral Stability Hangers for joists without web stiffeners must support the I- 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 addressed. depth 60% of joist 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. Avoid direct contact between hangers and steel beams, which may cause squeaks 1/4 Max. 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 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. Flush framing Hanger over-spread Hanger not plumb uspcustomerservice@mii.com 3
4 Single RFPI s Height RFPI 0 Top Mount Hangers 4,6 Face Mount Hangers Fastener Schedule 5 Fastener Schedule 5 own Header 0% 3 100% Stock No. 1 im 6 Header 9-1/ THO17950 (6) 10d () 10d x 1-1/ 70 Width = 1-3/4 THF1795 Min (8) 10d 910 () 10d x 1-1/ 80 THF1795 Max (1) 10d 1370 THF1711 Min (8) 10d 910 () 10d x 1-1/ 80 THF1711 Max () 10d 185 THF170 Min (1) 10d 1370 TFL17 (6) 10d () 10d x 1-1/ 0 00 () 10d x 1-1/ 80 THF170 Max (0) 10d 80 TFL17 (6) 10d () 10d x 1-1/ 0 00 THF / (4) 10d () 10d x 1-1/ RFPI 400 Width = -1/ THF095 Min (8) 10d 910 () 10d x 1-1/ 80 THF095 Max (1) 10d 1370 THF011 Min (8) 10d 910 () 10d x 1-1/ 80 THF011 Max () 10d 185 THF00 Min (1) 10d 1370 () 10d x 1-1/ 0 00 () 10d x 1-1/ 80 THF00 Max (0) 10d 80 TFL0 (6) 10d () 10d x 1-1/ 0 00 THF /8 (4) 10d () 10d x 1-1/ RFPI 40 Width = -5/ 9-1/ TFL395 (6) 10d () 10d x 1-1/ 0 00 THF395-1/ (1) 10d () 10d x 1-1/ /8 TFL3118 (6) 10d () 10d x 1-1/ 0 00 THF3118-1/ () 10d () 10d x 1-1/ TFL3 (6) 10d () 10d x 1-1/ 0 00 THF30-1/ (18) 10d () 10d x 1-1/ TFL3 (6) 10d () 10d x 1-1/ 0 00 THF30-1/ () 10d () 10d x 1-1/ RFPI 40S & 60S Width = -1/ 9-1/ TFL595 (6) 10d () 10d x 1-1/ 0 00 THF595-1/ (1) 10d () 10d x 1-1/ /8 TFL5118 (6) 10d () 10d x 1-1/ 0 00 THF511-1/ () 10d () 10d x 1-1/ TFL5 (6) 10d () 10d x 1-1/ 0 00 THF50-1/ (18) 10d () 10d x 1-1/ TFL5 (6) 10d () 10d x 1-1/ 0 00 THF50-1/ () 10d () 10d x 1-1/ RFPI 70 Stock No /8 THO / TFL /8 TFL0118 TFL0 Width = -5/ 9-1/ TFL395 (6) 10d () 10d x 1-1/ 0 00 THF395-1/ (1) 10d () 10d x 1-1/ /8 TFL3118 (6) 10d () 10d x 1-1/ 0 00 THF3118-1/ () 10d () 10d x 1-1/ TFL3 (6) 10d () 10d x 1-1/ 0 00 THF30-1/ (18) 10d () 10d x 1-1/ TFL3 (6) 10d () 10d x 1-1/ 0 00 THF30-1/ () 10d () 10d x 1-1/ RFPI 80S & 90 im 6 (6) 10d (6) 10d () 10d x 1-1/ 70 (6) 10d () 10d x 1-1/ 0 00 (6) 10d () 10d x 1-1/ 0 Width = 3-1/ 11-7/8 THO /8 (10) 10d () 10d x 1-1/ THF3511-1/ () 10d () 10d x 1-1/ THO350-3/8 (1) 10d () 10d x 1-1/ THF350-1/ (0) 10d () 10d x 1-1/ THO350-3/8 (1) 10d () 10d x 1-1/ THF / () 10d () 10d x 1-1/ ) Web stiffeners may be required for hangers by Roseburg Forest Products. See notes on page. ) Loads listed are based on hanger attachment to a F-L or SYP species solid sawn or glulam beam, or RIGILAM LVL header. Some loads may be increased for duration of load adjustments. Refer to Product Catalog for details. 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 thickness for THO series hangers; 3-1/ minimum header thickness for all other stock numbers. 5) 10d x 1-1/ nails are 0.8 diameter by 1-1/ long and 10d nails are 0.8" diameter by 3" long. Minimum nail penetration shall be 1-1/ for 10d nails. d sinkers (0.8 diameter) by 3-1/4 long may be substituted for 10d common nails with no load reduction. 6) For top mount hangers supported by I- headers with a flange thickness less than 1/, consult and Roseburg Forest Products for hanger limitations % 3 own 100% H Additional diamond nail holes for maximum nailing Standard round nail holes for minimum nailing THO TFL W THF single Patented dimple allows 45 nailing 4 Customer Service & Technical Assistance
5 Single RFPI s Height RFPI 0 4 4,7 4,7 Fastener Schedule Fastener Schedule own Fastener Schedule own Header 0% 3 100% Stock No. 1 im 8 Header 0% 3 100% Stock No. 1,6 im 8 Header Width = 1-3/4 9-1/ LSSH179 3 (10) 10d (7) 10d x 1-1/ SKH170L/R 1-7/8 () 10d (10) 10d x 1-1/ /8 MSH /4 (6) 10d (4) 10d x 1-1/ LSSH179 3 (10) 10d (7) 10d x 1-1/ SKH170L/R 1-7/8 () 10d (10) 10d x 1-1/ MSH17 1-3/4 (6) 10d (4) 10d x 1-1/ LSSH179 3 (10) 10d (7) 10d x 1-1/ SKH170L/R 1-7/8 () 10d (10) 10d x 1-1/ MSH17 1-3/4 (6) 10d (4) 10d x 1-1/ LSSH179 3 (10) 10d (7) 10d x 1-1/ SKH174L/R 1-7/8 () 10d (10) 10d x 1-1/ RFPI 400 Width = -1/ 9-1/ LSSH0 3 (10) 10d (7) 10d x 1-1/ SKH00L/R 1-7/8 () 10d (10) 10d x 1-1/ /8 MSH0 1-3/4 (6) 10d (4) 10d LSSH0 3 (10) 10d (7) 10d x 1-1/ SKH00L/R 1-7/8 () 10d (10) 10d x 1-1/ MSH0 1-3/4 (6) 10d (4) 10d LSSH0 3 (10) 10d (7) 10d x 1-1/ SKH00L/R 1-7/8 () 10d (10) 10d x 1-1/ MSH0 1-3/4 (6) 10d (4) 10d LSSH0 8 3 (10) 10d (7) 10d x 1-1/ SKH04L/R 1-7/8 () 10d (10) 10d x 1-1/ RFPI 40 Width = -5/ 9-1/ LSSH3 3 (10) 10d (7) 10d x 1-1/ SKH30L/R 1-7/8 () 10d (10) 10d x 1-1/ / LSSH3 3 (10) 10d (7) 10d x 1-1/ SKH30L/R 1-7/8 () 10d (10) 10d x 1-1/ LSSH3 3 (10) 10d (7) 10d x 1-1/ SKH34L/R 1-7/8 () 10d (10) 10d x 1-1/ MSH3 1-3/4 (6) 10d (4) 10d x 1-1/ LSSH3 7 3 (10) 10d (7) 10d x 1-1/ SKH34L/R 1-7/8 () 10d (10) 10d x 1-1/ RFPI 40S & 60S 9-1/ LSSH5 3 () d (1) 10d x 1-1/ SKH50L/R 1-7/8 () 10d (10) 10d x 1-1/ /8 MSH3 1-3/4 (6) 10d (4) 10d x 1-1/ LSSH5 3 () d (1) 10d x 1-1/ SKH50L/R 1-7/8 () 10d (10) 10d x 1-1/ MSH3 1-3/4 (6) 10d (4) 10d x 1-1/ LSSH5 3 () d (1) 10d x 1-1/ SKH54L/R 1-7/8 () 10d (10) 10d x 1-1/ MSH3 1-3/4 (6) 10d (4) 10d x 1-1/ LSSH5 7 3 () d (1) 10d x 1-1/ SKH54L/R 1-7/8 () 10d (10) 10d x 1-1/ RFPI 70 Stock No. 1,6 9-1/ LSSH3 3 (10) 10d (7) 10d x 1-1/ SKH30L/R 1-7/8 () 10d (10) 10d x 1-1/ / LSSH3 3 (10) 10d (7) 10d x 1-1/ SKH30L/R 1-7/8 () 10d (10) 10d x 1-1/ LSSH3 3 (10) 10d (7) 10d x 1-1/ SKH34L/R 1-7/8 () 10d (10) 10d x 1-1/ MSH3 1-3/4 (6) 10d (4) 10d x 1-1/ LSSH3 7 3 (10) 10d (7) 10d x 1-1/ SKH34L/R 1-7/8 () 10d (10) 10d x 1-1/ RFPI 80S & 90 im 8 Adjustable Height Field Slope & Skew Width = -1/ Width = -5/ Width = 3-1/ 11-7/8 MSH4 1-3/4 (6) 10d (6) 10d LSSH35 3 () d (1) 10d x 1-1/ SKH410L/R 5-1/ () d (10) d See current Product Catalog LSSH35 3 () d (1) 10d x 1-1/ SKH4L/R 5-1/ () d (10) d or specialty hanger options LSSH () d (1) 10d x 1-1/ SKH4L/R 5-1/ () d (10) d ) Shaded hangers require web stiffeners at joist ends. ) Loads listed are based on hanger attachment to a F-L or SYP species solid sawn or glulam beam, RFPI -s, or RIGILAM LVL header. Some loads may be increased for duration of load adjustments. Refer to Product Catalog for details. 3) loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 4) 10d x 1-1/ nails are 0.8 diameter by 1-1/ long, 10d nails are 0.8" diameter by 3" long, and d nails are 0." diameter by 3-1/" long. Minimum nail penetration shall be 1-1/ for 10d nails and 1-5/8 for d nails. 5) Miter cut required on end of joist to achieve design loads. 6) For additional sizes, stock numbers, and modifications not shown, refer to 's Product Catalog. 7) Hangers utilizing d nails are not compatible with I-joist headers. 8) Supplemental lateral support connection recommended when hanger height is less than 60% of joist height. Skewed 45 Hangers 0% 3 own 100% 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 (0.8 ) x 1-1/ nails. Bend seat up to fit against joist bottom and drive (1) 10d (0.8 ) x 1-1/ nail through bottom seat into joist bottom flange. rive () 10d (0.8 ) x 1-1/ nail at downward angle through dimpled nailing guides.. Lean connector and rafter end against ridge beam at desired position. Install 10d (0.8 x 3 ) or d (0. 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 (0.8 x 3 ) or d (0. 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. MSH skew to 45 maximum 1 3 & 4 SKH_L left shown LSSH uspcustomerservice@mii.com 5
6 ouble RFPI s Height Stock No. 1,8 ouble RFPI 0 im 8 Top Mount Hangers 4,9 Face Mount Hangers Skewed 45 Hangers 5 Fastener Schedule 5 own Fastener Schedule own Fastener Schedule 5 Header 0% 3 100% Stock No. 1,8 im 8 Header 0% 3 100% Stock No. 1,8 im 8 Header Width = 3-1/ 9-1/ THO /8 (10) 10d () 10d x 1-1/ THF3595-1/ (1) 10d () 10d x 1-1/ SKH410L/R 6-1/ () d (10) d /8 THO /8 (10) 10d () 10d x 1-1/ THF3511-1/ () 10d () 10d x 1-1/ SKH410L/R 6-1/ () d (10) d THO350-3/8 (1) 10d () 10d x 1-1/ THF350-1/ (0) 10d () 10d x 1-1/ SKH410L/R 6-1/ () d (10) d THO350-3/8 (1) 10d () 10d x 1-1/ THF / () 10d () 10d x 1-1/ SKH4L/R 6-1/ () d (10) d ouble RFPI 400 Width = 4-1/8 9-1/ THO (10) d (6) 10d THF / (1) 10d (6) 10d SKH00L/R / () 10d (10) 10d /8 THO (10) d (6) 10d THF / () 10d (6) 10d SKH00L/R / () 10d (10) 10d THO00-3 (10) d (6) 10d THF00- -1/ (0) 10d (6) 10d SKH04L/R / () 10d (10) 10d THO00-3 (10) d (6) 10d THF00- -1/ (0) 10d (6) 10d SKH04L/R / () 10d (10) 10d ouble RFPI 40 Width = 4-5/8 9-1/ THO (10) d (6) 10d THF / () 10d (6) 10d SKH30L/R / () 10d (10) 10d /8 THO (10) d (6) 10d THF / () 10d (6) 10d SKH30L/R / () 10d (10) 10d THO30-3 (1) d (6) 10d THF30- -1/ (0) 10d (6) 10d SKH34L/R / () 10d (10) 10d THO30-3 (1) d (6) 10d THF30- -1/ (4) 10d (6) 10d SKH34L/R / () 10d (10) 10d ouble RFPI 40S & 60S Width = 5 9-1/ THO (10) d (6) 10d THF / (1) 10d (6) 10d SKH50L/R / () 10d (10) 10d /8 THO (10) d (6) 10d THF / () 10d (6) 10d SKH50L/R / () 10d (10) 10d THO50-3 (1) d (6) 10d THF50- -1/ (0) 10d (6) 10d SKH54L/R / () 10d (10) 10d THO50-3 (1) d (6) 10d THF50- -1/ (4) 10d (6) 10d SKH54L/R / () 10d (10) 10d ouble RFPI 70 Width = 4-5/8 9-1/ THO (10) d (6) 10d THF / () 10d (6) 10d SKH30L/R / () 10d (10) 10d /8 THO (10) d (6) 10d THF / () 10d (6) 10d SKH30L/R / () 10d (10) 10d THO30-3 (1) d (6) 10d THF30- -1/ (0) 10d (6) 10d SKH34L/R / () 10d (10) 10d THO30-3 (1) d (6) 10d THF30- -1/ (4) 10d (6) 10d SKH34L/R / () 10d (10) 10d ouble RFPI 80S & 90 Width = /8 BPH (10) d (6) 10d H710-1/ () d (6) 10d H710-SK45L/R 6,7-1/ () d (6) 10d BPH71 3 (10) d (6) 10d H70-1/ (0) d (8) 10d H70-SK45L/R 6,7-1/ (0) d (8) 10d BPH71 3 (10) d (6) 10d H70-1/ (4) d (8) 10d H70-SK45L/R 6,7-1/ (4) d (8) 10d ) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for non-shaded hangers by Roseburg Forest Products. See notes on page. ) Loads listed are based on hanger attachment to a F-L or SYP species solid sawn or glulam beam, or RIGILAM LVL header. Some loads may be increased for duration of load adjustments. Refer to Product Catalog for details. 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 thickness for THO series hangers; 3-1/" minimum header thickness for all other stock numbers. 5) 10d x 1-1/ nails are 0.8 diameter by 1-1/ long, 10d nails are 0.8" diameter by 3" long, and d nails are 0." diameter by 3-1/" long. Minimum nail penetration shall be 1-1/ for 10d nails and 1-5/8 for d nails. d sinkers (0.8 diameter) by 3-1/4 long may be substituted for 10d common nails with no load reduction. 6) Miter cut required on end of joist to achieve design loads. 7) Hangers are special order. Consult for pricing and lead times. 8) Hangers utilizing d nails are not compatible with I-joist headers. 9) For top mount hangers supported by I- headers with a flange thickness less than 1/, consult and Roseburg Forest Products for hanger limitations. 0% 3 own 100% THO ouble BPH THF ouble H SKH_L ouble left shown 6 Customer Service & Technical Assistance
7 ouble RFPI s Height ouble RFPI 0 Fastener Schedule 4 4 own Fastener Schedule Header 0% 3 100% Stock No. 1,5,6 im 6 Header Width = 3-1/ 9-1/ MSH4 1-3/4 (6) 10d (6) 10d LSSH35 3 () d (1) 10d x 1-1/ /8 MSH4 1-3/4 (6) 10d (6) 10d LSSH35 3 () d (1) 10d x 1-1/ LSSH35 3 () d (1) 10d x 1-1/ LSSH () d (1) 10d x 1-1/ ouble RFPI / Stock No. 1,5,6 im 6 Adjustable Height Width = 4-1/8 11-7/8 See current Product Catalog ouble RFPI 40 Width = 4-1/8 9-1/ MSH3-1-3/4 (6) 10d (4) 10d /8 MSH3-1-3/4 (6) 10d (4) 10d MSH3-1-3/4 (6) 10d (4) 10d ouble RFPI 40S & 60S Width = 5 9-1/ 11-7/8 See current Product Catalog ouble RFPI 70 Width = 4-5/8 9-1/ MSH3-1-3/4 (6) 10d (4) 10d /8 MSH3-1-3/4 (6) 10d (4) 10d MSH3-1-3/4 (6) 10d (4) 10d ouble RFPI 80S & 90 Width = /8 MSH4- (8) d (6) d See current Product Catalog Slope & Skew See current Product Catalog See current Product Catalog See current Product Catalog See current Product Catalog See current Product Catalog 1) Shaded hangers require web stiffeners at joist ends. ) Loads listed are based on hanger attachment to a F-L or SYP species solid sawn or glulam beam, RFPI -s, or RIGILAM LVL header. Some loads may be increased for duration of load adjustments. Refer to Product Catalog for details. 3) loads have been increased 60% for wind and seismic loading; no further increase shall be permitted. 4) 10d x 1-1/ nails are 0.8 diameter by 1-1/ long, 10d nails are 0.8" diameter by 3" long, and d nails are 0." diameter by 3-1/" long. Minimum nail penetration shall be 1-1/ for 10d nails and 1-5/8 for d nails. d sinkers (0.8 diameter) by 3-1/4 long may be substituted for 10d common nails with no load reduction. 5) For additional sizes, stock numbers, and modifications not shown, refer to 's Product Catalog. 6) Hangers utilizing d nails are not compatible with I-joist headers. 7) Supplemental lateral support connection recommended when hanger height is less than 60% of joist height. 0% 3 own 100% MSH LSSH 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 (0.8 ) x 1-1/ nails. Bend seat up to fit against joist bottom and drive (1) 10d (0.8 ) x 1-1/ nail through bottom seat into joist bottom flange. rive () 10d (0.8 ) x 1-1/ nail at downward angle through dimpled nailing guides.. Lean connector and rafter end against ridge beam at desired position. Install 10d (0.8 x 3 ) or d (0. 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 (0.8 x 3 ) or d (0. 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. skew to 45 maximum 1 3 & uspcustomerservice@mii.com 7
8 RIGILAM LVL Beams & Headers Height 1-3/4 RIGILAM LVL 9-1/4 9-1/ 11-1/4 11-7/8 Fastener Schedule 4 own 100% 1 Fastener Schedule 4 Header 0% LVL PSL LSL Stock No. im 7 Header Header Width = 1-3/4 BPH1795-3/8 (10) d (4) 10d x 1-1/ H1795 (18) d (6) 10d x 1-1/ PHXU /4 (8) d (6) 10d x 1-1/ HUS (30) d (10) d THO17950 (6) 10d () 10d x 1-1/ H1795 (18) d (6) 10d x 1-1/ PHXU /4 (8) d (6) 10d x 1-1/ HUS (30) d (10) d BPH1711-3/8 (10) d (4) 10d x 1-1/ H1711 () d (6) 10d x 1-1/ PHXU /4 (8) d (6) 10d x 1-1/ HUS (30) d (10) d THO17118 (6) 10d () 10d x 1-1/ H1711 () d (6) 10d x 1-1/ PHXU /4 (8) d (6) 10d x 1-1/ HUS (30) d (10) d BPH17-3/8 (10) d (4) 10d x 1-1/ H17 (6) d (8) 10d x 1-1/ PHXU17 3-1/4 (8) d (6) 10d x 1-1/ HUS (30) d (10) d BPH17-3/8 (10) d (4) 10d x 1-1/ H17 (6) d (8) 10d x 1-1/ HUS (30) d (10) d H17 (6) d (8) 10d x 1-1/ Ply 1-3/4 RIGILAM LVL Header Width = 3-1/ 9-1/4 9-1/ 11-1/4 11-7/8 18 Stock No. 6 im 7 Top Mount Hangers 3 Face Mount Hangers own 0% 100% 1 PHXU /4 (8) d (6) 10d TH410 3 (38) d (0) 10d HLBH (15) NA-RS (6) d THH (46) d (1) d PHXU /4 (8) d (6) 10d TH410 3 (38) d (0) 10d HLBH (15) NA-RS (6) d THH (46) d (1) d PHXU /4 (8) d (6) 10d TH410 3 (38) d (0) 10d HLBH (15) NA-RS (6) d THH (56) d () d PHXU /4 (8) d (6) 10d TH410 3 (38) d (0) 10d HLBH (15) NA-RS (6) d THH (56) d () d PHXU35 3-1/4 (8) d (6) 10d TH410 3 (38) d (0) 10d HLBH35 6 (15) NA-RS (6) d THH4 5 4 (66) d () d PHXU35 3-1/4 (8) d (6) 10d TH41 3 (48) d (0) 10d HLBH35 6 (15) NA-RS (6) d THH4 5 4 (66) d () d PHXU /4 (8) d (6) 10d TH41 3 (48) d (0) 10d HLBH (15) NA-RS (6) d THH4 5 4 (66) d () d ) Loads listed are based on hanger attachment to a RIGILAM LVL header. Some loads may be increased for duration of load adjustments. Refer to 's Product Catalog for details. ) 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 thickness for THO series hangers; 3-1/ minimum header thickness for all other stock numbers. 4) 10d x 1-1/ nails are 0.8 diameter by 1-1/ long, 10d nails are 0.8" diameter by 3" long, and d nails are 0." diameter by 3-1/" long. Minimum nail penetration shall be 1-1/ for 10d nails and 1-5/8 for d nails. d sinkers (0.8 diameter) by 3-1/4 long may be substituted for 10d common nails with no load reduction. 5) nails need to be toe nailed at a 30 to 45 angle to achieve listed loads for THH and HUS models. 6) For additional sizes, stock numbers, and modifications not shown, refer to 's Product Catalog. THO H HUS 8 Customer Service & Technical Assistance
9 RIGILAM LVL Beams & Headers Height Fastener Schedule 4 own 100% 1 Fastener Schedule 4 Header 0% LVL PSL LSL Stock No. im 7 Header 3 Ply 1-3/4 RIGILAM LVL Header Width = 5-1/4 9-1/4 9-1/ 11-1/4 11-7/8 18 PHXU /4 (8) d (6) 10d TH610 3 (38) d (0) 10d HLBH (15) NA-RS (6) d THH (46) d () d PHXU /4 (8) d (6) 10d TH610 3 (38) d (0) 10d HLBH (15) NA-RS (6) d THH (46) d () d PHXU /4 (8) d (6) 10d TH610 3 (38) d (0) 10d HLBH (15) NA-RS (6) d THH (56) d (0) d PHXU /4 (8) d (6) 10d TH610 3 (38) d (0) 10d HLBH (15) NA-RS (6) d THH (56) d (0) d PHXU55 3-1/4 (8) d (6) 10d TH610 3 (38) d (0) 10d HLBH55 6 (15) NA-RS (6) d THH6 5 4 (66) d () d PHXU55 3-1/4 (8) d (6) 10d TH61 3 (48) d (0) 10d HLBH55 6 (15) NA-RS (6) d THH6 5 4 (66) d () d PHXU /4 (8) d (6) 10d TH61 3 (48) d (0) 10d HLBH (15) NA-RS (6) d THH6 5 4 (66) d () d Ply 1-3/4 RIGILAM LVL Header Width = 7 9-1/4 9-1/ 11-1/4 11-7/8 18 Stock No. 6 PHXU /4 (8) d (6) 10d TH710 3 (38) d (0) 10d HLBH (15) NA-RS (6) d THH (46) d (1) d PHXU /4 (8) d (6) 10d TH710 3 (38) d (0) 10d HLBH (15) NA-RS (6) d THH (46) d (1) d PHXU /4 (8) d (6) 10d TH710 3 (38) d (0) 10d HLBH (15) NA-RS (6) d THH (56) d () d PHXU /4 (8) d (6) 10d TH710 3 (38) d (0) 10d HLBH (15) NA-RS (6) d THH (56) d () d PHXU71 3-1/4 (8) d (6) 10d TH710 3 (38) d (0) 10d HLBH71 6 (15) NA-RS (6) d THH7 5 4 (66) d () d PHXU71 3-1/4 (8) d (6) 10d H710-1/ () d (6) 10d HLBH71 6 (15) NA-RS (6) d THH7 5 4 (66) d () d PHXU /4 (8) d (6) 10d H70-1/ (0) d (8) 10d HLBH (15) NA-RS (6) d THH7 5 4 (66) d () d See footnotes on page 8. im 7 Top Mount Hangers 3 Face Mount Hangers own 0% 100% 1 PHXU HLBH TH THH uspcustomerservice@mii.com 9
10 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. The TMP automatically adjusts to pitches from 1/1 to 6/1 and the TMPH from 6/1 to /1. 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 require 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. Typical TMP installation Pitch Range: TMP TMPH Stock No. 1 RFPI 0 own 3 Header 100% 0% TMP / (6) 10d (4) 10d x 1-1/ TMPH175 4 (10) 10d (8) 10d x 1-1/ RFPI 400 TMP1 3-1/ (6) 10d (4) 10d x 1-1/ TMPH1 4 (10) 10d (8) 10d x 1-1/ RFPI 40 Width = -5/ TMP3 3-1/ (6) 10d (4) 10d x 1-1/ TMPH3 4 (10) 10d (8) 10d x 1-1/ RFPI 40s & 60s Width = -1/ TMP5 3-1/ (6) 10d (4) 10d x 1-1/ TMPH5 4 (10) 10d (8) 10d x 1-1/ RFPI 70 Width = -5/ TMP3 3-1/ (6) 10d (4) 10d x 1-1/ TMPH3 4 (10) 10d (8) 10d x 1-1/ RFPI 80S & 90 im 5 Fastener Schedule 4 Width = 1-3/4 Width = -1/ Width = 3-1/ F-L / SP TMP4 3-1/ (6) 10d (4) 10d x 1-1/ TMPH4 4 (10) 10d (8) 10d x 1-1/ ) Shaded hangers require web stiffeners at joist ends. Web stiffeners may be required for non-shaded hangers by Roseburg Forest Products. ) Loads listed are based on hanger attachment to a F-L or SP species solid sawn or RIGILAM LVL 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 0.8 diameter by 1-1/ long and 10d nails are 0.8" diameter by 3" long. Minimum nail penetration shall be 1-1/ for 10d nails. 5) im is the length of the hanger seat. TMP Typical TMPH installation fulcrum TMPH 10 Customer Service & Technical Assistance
11 General Installation WS Series Wood Screw Applications - Joining, 3, or 4 Ply RIGILAM LVL Members 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 3/8 will oppose turning and release the clutch. o not over-tighten the screws. L 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 plys. 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 51/ and deeper. 1 min. Recommended (Typ) Other Stagger patterns as approved by Engineer are acceptable Recommended Row Guidelines H 1 1 / min 1 / min 1 / min 1 1 / min name Spacing 4 min. 4 max. Screw length SH Spacing 4 min. 4 max. T WS Serrations 1/4 Beveled reamer Cut threads Self drilling point 4 min End of member Figure 1 Figure Figure 3 Figure 4 Figure 5 Figure 6 WS35 installed in () 13/4 Ply WS35 installed in (3) 13/4 Ply WS6 installed in (4) 13/4 Ply WS35 installed in (1) 13/4, (1) 31/ Ply WS35 installed in () 13/4, (1) 31/ Ply WS6 installed in () 31/ Ply Stock No. imensions (in) Ref. No. escription L SH T WS35 SS531 1/4 x 3-1/ 3-1/ 3/4-3/4 WS6 7 SS5600 1/4 x /4 4 Maximum Allowable Uniform Loads that can be applied to either outside member (Lbs. Per Lineal Ft.) 1,3,4,5,6 F-L / SP Wood Screw Spacing Multiple Members 1 O.C. 18 O.C. 4 O.C. Installation Figure,8 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. uspcustomerservice@mii.com 11
12 Specification Tools All available on our Web Comprehensive Web Site Contains all literature in a printable.pdf format rawing Library downloads Quick and Easy literature ordering Register on-line at Web Site Watch Registration and automatically receive product updates through your CA Library CA Library contains over 350 illustrations in.xf and.wg formats Find drawings quickly by Stock No. or Reference No. High Wind Illustrations are also available Your Local ealer / istributor Customer Service Burnsville, MN Phone: / Fax: Manufacturing: Montgomery, MN Livermore, CA Largo, FL Thornhill, Ontario Warehouses: Corona, CA Humble, TX Westampton, NJ Copyright 0 MiTek USA, Inc. Revised August, 0.
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