Installation Notes - USP Connectors

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EWP Top Mount Hanger Charts EWP Hangers Joist Size 1-1/2 x 9-1/4 1-1/2 x 9-1/2 1-1/2 x 11-1/4 USP Stock No. Ref. No. THO15925 LT15925 -- BPH15925 THO15950 BPH1595 MPH1595 BPH15112 MPH212 LBV1.56/9.25 MPH210 WM29.25 LT159 LBV1.56/9.5, MIT29.5 WM29.5 LBV1.56/11.25 WM211.25 Web Stiffener Reqd. x -- -- x -- x -- Steel Gauge 18 12 12 18 12 12 12 12 Dimensions (in) Fastener Schedule 2,5,6 Factored Resistance 4 Header Joist Header Material (100%) Uplift 1 W H D L TF Qty Type Qty Type Unit 1-9/16 9-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1-9/16 1-9/16 1-1/2 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 1-9/16 1-9/16 1-9/16 1-9/16 9-1/4 9-1/4 9-1/2 9-1/2 11-1/4 11-1/4 2-3/8 2-1/2 2-3/8 2-1/2 2-3/8 2-1/2 -- 7 -- 7 -- 1-1/2 3-3/4 1-1/2 3-3/4 1-1/2 10 10 16d 4 7 3-3/4 2 16d duplex 10 16d 4 10d x 1-1/2 2 16d duplex 2 10d x 1-1/2 16d 4 10d x 1-1/2 16d duplex 2 10d x 1-1/2 10d x 1-1/2 10d x 1-1/2 DF-L I-Joist 2 LVL PSL LSL DF-L SPF Masonry 3 DF-L 115% Lbs 1445 1935 1860 1920 1645 1170 -- 435 kN 6.43 8.61 8.27 8.54 7.32 5.20 -- 1.94 Lbs -- 4415 4415 4415 3780 2865 -- 780 kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47 Lbs -- -- -- -- -- -- 3745 -- kN -- -- -- -- -- -- 16.66 -- Lbs 1815 1935 1860 1920 1790 1270 -- 505 kN 8.07 8.61 8.27 8.54 7.96 5.65 -- 2.25 Lbs -- 4415 4415 4415 3780 2865 -- 780 kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47 Lbs -- -- -- -- -- -- 3745 -- kN -- -- -- -- -- -- 16.66 -- Lbs -- 4415 4415 4415 3780 2865 -- 780 kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47 Lbs -- -- -- -- -- -- 3745 -- kN -- -- -- -- -- -- 16.66 -- THO15118 LT151188, Lbs 1880 1935 1860 1920 1975 1405 -- 505 -- 18 1-1/2 11-7/8 2 -- 1-9/16 6 10d 2 10d x 1-1/2 MIT211.88 kN 8.36 8.61 8.27 8.54 8.79 6.25 -- 2.25 1-1/2 x 11-7/8 Lbs -- 4415 4415 4415 3780 2865 -- 780 BPH15118 LBV1.56/11.88 x 12 1-9/16 11-7/8 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47 MPH15118 WM211.88 -- 12 1-9/16 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 Lbs -- -- -- -- -- -- 3745 -- kN -- -- -- -- -- -- 16.66 -- THO15140 -- -- -- 16 1-9/16 14 2-3/8 -- 1-1/2 10 10d 2 10d x 1-1/2 Lbs 1485 1485 1485 1485 1690 1200 -- 435 kN 6.61 6.61 6.61 6.61 7.52 5.34 -- 1.94 1-1/2 x 14 BPH1514 LBV1.56/14 x 12 1-9/16 14 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2 Lbs -- 4415 4415 4415 3780 2865 -- 780 kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47 MPH1514 -- -- -- 12 1-9/16 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 Lbs -- -- -- -- -- -- 3745 -- kN -- -- -- -- -- -- 16.66 -- 1-5/8 x 9-1/2 THO16950 -- -- -- 18 1-11/16 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 Lbs 1445 1935 1860 1920 1645 1170 -- 435 kN 6.43 8.61 8.27 8.54 7.32 5.20 -- 1.94 1-5/8 x 11-1/4 THO16112 -- -- -- 16 1-11/16 11-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2 Lbs 1485 1935 1860 1920 1690 1200 -- 435 kN 6.61 8.61 8.27 8.54 7.52 5.34 -- 1.94 1-5/8 x 11-7/8 THO16118 -- -- -- 16 1-11/16 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2 Lbs 1485 1935 1860 1920 1690 1200 -- 435 kN 6.61 8.61 8.27 8.54 7.52 5.34 -- 1.94 1-5/8 x 14 THO16140 -- -- -- 16 1-11/16 14 3 -- 1-3/4 10 10d 2 10d x 1-1/2 Lbs 1485 1485 1485 1485 1690 1200 -- 435 kN 6.61 6.61 6.61 6.61 7.52 5.34 -- 1.94 1-3/4 x 7-1/4 PHXU17725 LBV1.81/7.25, Lbs -- 6370 6370 6370 6370 4420 -- 1210 x 7 1-13/16 7-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 WP1.81/7.25 kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38 BPH17925 LBV1.81/9.25 x 12 1-13/16 9-1/4 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 Lbs -- 4890 4890 4890 4320 3235 -- 780 kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47 1-3/4 x 9-1/4 PHM17925 WP9.25 x 7/10 1-13/16 9-1/4 2-1/2 7 3 2 16d 2 10d x 1-1/2 Lbs -- 5090 4795 4435 4125 4125 -- -- kN -- 22.64 21.33 19.73 18.35 18.35 -- -- PHXU17925 WPU1.81/9.25 x 7 1-13/16 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 Lbs -- 6370 6370 6370 6370 4420 -- 1210 kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38 THO17950 LT179, Lbs 1570 1935 1860 1920 2195 1560 -- 505 -- 18 1-3/4 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2 ITS1.81/9.5 kN 6.98 8.61 8.27 8.54 9.76 6.94 -- 2.25 BPH1795 LBV1.81/9.5, Lbs -- 4890 4890 4890 4320 3235 -- 780 x 12 1-13/16 9-1/2 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 MIT9.5 kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47 1-3/4 x 9-1/2 Lbs -- 5090 4795 4435 4125 4125 -- -- PHM1795 WP9 x 7/10 1-13/16 9-1/2 2-1/2 7 3 2 16d 2 10d x 1-1/2 kN -- 22.64 21.33 19.73 18.35 18.35 -- -- PHXU1795 -- -- x 7 1-13/16 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 Lbs -- 6370 6370 6370 6370 4420 -- 1210 kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38 MPH1795 WM9 -- 12 1-13/16 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2 Lbs -- -- -- -- -- -- 4305 -- kN -- -- -- -- -- -- 19.15 -- 1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) When I-joist is used as a header, all nails must be 10d x 1-1/2. L 3) Masonry compressive strength shall be minimum 1500 psi for MPH hangers. 4) Some listed factored resistances may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details. TF 5) Minimum nail embedment shall be 8 nail diameters (typ.). 6) NAILS Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. H 2 2 © Copyright 2013 USP Structural Connectors ® W D continued on next page 128 1-800-328-5934 • www.USPconnectors.com
EWP Top Mount Hanger Charts continued © Copyright 2013 USP Structural Connectors ® Joist Size 1-3/4 x 11-1/4 1-3/4 x 11-7/8 1-3/4 x 14 1-3/4 x 16 2 - 2-1/8 x 9-1/2 2 - 2-1/8 x 11-7/8 USP Stock No. BPH17112 PHM17112 PHXU17112 THO17118 BPH17118 PHM17118 PHXU17118 MPH17118 TFL1714 BPH1714 PHM1714 PHXU1714 MPH1714 TFL1716 BPH1716 PHM1716 MPH1716 TFL2095 TFL20118 Ref. No. LBV1.81/11.25 WPU1.81/11.25 LT171188, ITS1.81/11.88, MIT11.88 BA1.81/11.88, LBV1.81/11.88 WP11 WPU1.81/11.88 WM11 WP14 WPU1.81/14 WM14 LT1716, ITS1.81/16 B1.81/16, LBV1.81/16, MIT1.81/16 -- x -- Steel Gauge WP16 x 7/10 WM16 -- -- LT1714, ITS1.81/14 LBV1.81/14, MIT1.81/14 LT209, ITS2.06/9.5 LT2011.88, ITS2.06/11.88 Web Stiffener Reqd. -- -- -- 18 12 12 1-13/16 18 2-1/8 18 1-3/4 1-13/16 1-13/16 1-13/16 1-13/16 1-3/4 1-13/16 16 2-1/2 Dimensions (in) Fastener Schedule 2,5,6 Factored Resistance 4 Header Joist Header Material (100%) Uplift 1 W H D L TF Qty Type Qty Type Unit x 12 1-13/16 11-1/4 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2 Lbs -- 4890 4890 4890 4320 3235 -- 780 kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47 x 7/10 1-13/16 11-1/4 2-1/2 7 3 2 16d 2 10d x 1-1/2 Lbs -- 5090 4795 4435 4125 4125 -- -- kN -- 22.64 21.33 19.73 18.35 18.35 -- -- x 7 1-13/16 11-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2 Lbs -- 6370 6370 6370 6370 4420 -- 1210 kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38 Lbs 1735 1935 1860 1920 2195 1555 -- 505 -- 18 1-3/4 11-7/8 2 -- 1-9/16 6 10d 2 10d x 1-1/2 kN 7.72 8.61 8.27 8.54 9.76 6.92 -- 2.25 x 12 x 7/10 x 7 -- 12 -- x x x 18 12 7/10 7 12 1-13/16 1-13/16 1-13/16 16 2 -- 1-13/16 16 2-3/8 -- 2-1/8 11-7/8 2-3/8 11-7/8 2-1/2 11-7/8 3-1/4 14 14 14 14 14 16 9-1/2 2-1/2 1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) When I-joist is used as a header, all nails must be 10d x 1-1/2. 3) Masonry compressive strength shall be minimum 1500 psi for MPH hangers. 4) Some listed factored resistances may be increased for short-term loading. Refer to code evaluation reports for USP Structural Connectors for details. 5) Minimum nail embedment shall be 8 nail diameters (typ.). 6) NAILS Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation. 2 2-3/8 2-1/2 3-1/4 2-1/2 11-7/8 2 -- 7 10 -- -- 7 10 7 7 7 1-1/2 2-1/2 1-11/16 3 3-3/4 2 -- 1-1/2 -- 1-11/16 1-13/16 11-7/8 2-1/2 7 3-3/4 2 16d duplex 3 2-1/2 1-11/16 3 3-3/4 1-1/2 1-1/2 10 16d 4 10d x 1-1/2 2 16d 2 10d x 1-1/2 8 16d 6 10d x 1-1/2 6 2 16d duplex 2 2 10d x 1-1/2 10 16d 4 10d x 1-1/2 2 8 6 10d 10d x 1-1/2 10d x 1-1/2 10d x 1-1/2 10d x 1-1/2 10 16d 4 10d x 1-1/2 2 16d 2 10d x 1-1/2 2 16d duplex 2 6 10d 2 10d 10d x 1-1/2 10d x 1-1/2 6 10d 2 10d x 1-1/2 2 16d 2 16d 6 2 10d x 1-1/2 DF-L I-Joist 2 LVL PSL LSL DF-L SPF Masonry 3 DF-L 115% Lbs -- 4890 4890 4890 4320 3235 -- 780 kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47 Lbs -- 5090 4795 4435 4125 4125 -- -- kN -- 22.64 21.33 19.73 18.35 18.35 -- -- Lbs -- 6370 6370 6370 6370 4420 -- 1210 kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38 Lbs -- -- -- -- -- -- 4305 -- kN -- -- -- -- -- -- 19.15 -- Lbs 1795 2370 2305 2450 2495 1771 -- 265 kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 Lbs -- 4890 4890 4890 4320 3235 -- 780 kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47 Lbs -- 5090 4795 4435 4125 4125 -- -- kN -- 22.64 21.33 19.73 18.35 18.35 -- -- Lbs -- 6370 6370 6370 6370 4420 -- 1210 kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38 Lbs -- -- -- -- -- -- 4305 -- kN -- -- -- -- -- -- 19.15 -- Lbs 1795 2370 2305 2450 2495 1771 -- 265 kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 Lbs -- 4890 4890 4890 4320 3235 -- 780 kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47 Lbs -- 5090 4795 4435 4125 4125 -- -- kN -- 22.64 21.33 19.73 18.35 18.35 -- -- Lbs -- -- -- -- -- -- 4305 -- kN -- -- -- -- -- -- 19.15 -- Lbs 1795 2370 2305 2450 2495 1771 -- 265 kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 Lbs 1795 2370 2305 2450 2495 1771 -- 265 kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18 L TF EWP Hangers H W D continued on next page 1-800-328-5934 • www.USPconnectors.com 129 USP2240-131
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Product Catalog 57 th Edition
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The Original Connector Company! HA
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USP Index © Copyright 2013 USP Str
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Corrosion Information © Copyright
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Product Information U.S. Standard S
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Design Notes © Copyright 2013 USP
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Fasteners © Copyright 2013 USP Str
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Nails - N & NA series continued NA1
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Wood Screw Applications - WS series
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Wood Screw Applications - WS series
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Concrete & Masonry © Copyright 201
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ADHESIVE ANCHORING SYSTEMS CIA-GEL
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Undercut Anchoring Systems - DUC Du
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Steel Angle Lintels - SAL series St
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Threaded Rods - THR series USP has
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Anchor Bolts - STB & STBL series Em
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Anchor Bolts - AB & ABP series Anch
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Foundation Anchors - ST series ST1-
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Adjustable Support Posts - JP serie
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Type 2 Top Plates - T2TP Series ©
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Predeflected Holdowns - PHD & PHDA
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Holdowns - TD & TDX series continue
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Tension Ties - HTT, LTS series & LT
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Foundation Straps - LSTAD & STAD Se
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Foundation Straps - HPAHD & PAHD42
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Caps & Bases Post Anchors . . . . .
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Wet Post Anchors - WAS & WE series
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© Copyright 2013 USP Structural Co
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Post Caps - EPCM & PCM series © Co
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Post Beam Corner - PBC series The P
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Column Caps - KCCQ & KECCQ series c
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Column Caps - KCCQ & KECCQ series c
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Angles & Straps Coiled Strapping .
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Multi-Purpose Framing Angles - MP34
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Framing Angles - A3, AC, JA, & MP s
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Stud Plate Ties - RSPT, SPT, & SPTH
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Corner Reinforcements - B & BL seri
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Framing Clips - SFC6 Framing clips
Page 77 and 78: Strap Ties - HRS, HTP, KST, KSTI, L
Page 79 and 80: Strap Ties - HRS, HTP, KST, KSTI, L
Page 81 and 82: Twist Straps - HTW, KTS, LFTA6, LTW
Page 83 and 84: Permanent Wood Foundation Strap - P
Page 85 and 86: Masonry Twist Straps - HTWM series
Page 87 and 88: Hangers Panel & Purlin Hangers . .
Page 89 and 90: Slant Nail Joist Hangers - HUS, JUS
Page 91 and 92: Face Mount Hanger Charts © Copyrig
Page 93 and 94: Face Mount Hanger Charts continued
Page 95 and 96: Face Mount Hanger Charts continued
Page 97 and 98: Beam & Purlin Hangers - KB & KLB se
Page 99 and 100: Top Mount Hanger Charts © Copyrigh
Page 101 and 102: Top Mount Hanger Charts continued
Page 103 and 104: Slope/Skew Hangers - LSSH series ©
Page 105 and 106: SKH210L/R 14 16d 10 10d x 1-1/2 290
Page 107 and 108: Heavy-Duty Welded Universal Hangers
Page 109 and 110: UNIVERSAL MASONRY HANGERS - UMH SER
Page 111 and 112: UNDERSADDLE HANGERS - TUS & DTUS SE
Page 113 and 114: EWP Hangers © Copyright 2013 USP S
Page 115 and 116: EWP Hangers Adjustable Rafter-to-Pl
Page 117 and 118: Support Height & Lateral Stability
Page 119 and 120: Face Mount Hangers - HDQIF series H
Page 121 and 122: EWP Face Mount Hanger - I-Joist Cha
Page 123 and 124: EWP Face Mount Hanger - SCL Charts
Page 125 and 126: Top Mount Hangers - BPH, TFI, TFL,
Page 127: Top Flange Hangers - MPH, PHM, & PH
Page 131 and 132: EWP Top Mount Hanger Charts continu
Page 143 and 144: Adjustable Rafter-To-Plate Connecto
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Page 151 and 152: Truss & Rafter Tiedowns Moisture Ba
Page 153 and 154: Uplift Girder Tie - RFUS The RFUS i
Page 155 and 156: Girder Tiedowns - MUGT series © Co
Page 157 and 158: Masonry Uplift Connectors - SHA ser
Page 159 and 160: Hurricane Retrofit Connector - RT16
Page 161 and 162: Rafter Ties - HC520, HCPRS, HHCP2,
Page 163 and 164: Plated Truss Truss Hangers . . . .
Page 165 and 166: Heavy-Duty Face Mount Truss Hangers
Page 167 and 168: Heavy-Duty Truss Hangers - THDH ser
Page 169 and 170: Adjustable Strap Hangers - MSH seri
Page 171 and 172: Severely Skewed Hangers - MSSH seri
Page 173 and 174: Hip/Jack Connectors - HHC, HJC, HJH
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Roof Truss Ties - TR series Slotted
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Truss Spacers - TS & TSX series Tru
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Bridging - N & O Series O - The O s
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Deck Clip - DC50 Connects deck boar
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Wall Bracing - RWB, WB, WBC, & WBT
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Stud Shoes - STS series © Copyrigh
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Pipe Rail Ties - PRT series PRT15-T
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Deck Ties - SDJT14 & SDPT series SD
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Stair Angles - SCA series Stair ang
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Plywood Clips - RC series Steel ply
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Ridge Rafter - RR The RR Ridge Raft
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Wall Ties - WT series © Copyright
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Shelf Brackets - SB series These Sh
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Power Nail Hangers - JN, JN(E), MRT
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Hardy Frames® Special Moment Frame
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Hardy Frame® Z4 CT and T2 © Copyr
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Face Mount Hanger Specialty Details
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Welded Top Flange • Weld sizes an
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Corrosion Resistant Products contin
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Installation Notes - USP Connectors

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