EWP Hangers - USP Connectors

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EWP Top Mount Hanger Charts continued EWP Hangers Joist Size 4-1/2 - 4-5/8 x 20 5 x 9-1/4 5 x 9-1/2 5 x 11-1/4 5 x 11-7/8 5 x 14 5 x 16 5 x 18 5 x 20 5 x 22 5 x 24 5 x 26 USP Stock No. THO23200-2 PHM2320-2 MPH2320-2 THO25925-2 THO25950-2 PHM2595-2 THO25112-2 THO25118-2 THO25140-2 PHM2514-2 THO25160-2 PHM2516-2 THO25180-2 PHM2518-2 THO25200-2 PHM2520-2 Ref. No. LBV4.75/20 WP3520-2 WM3520-2 LBV5.12/9.25 MIT39.5-2, LBV5.12/9.5 WPI39.5-2 LBV5.12/11.25 LBV5.12/11.88, MIT311.88-2 MIT314-2, LBV5.12/14 WPI314-2 MIT5.12/16, LBV5.12/16 WPI316-2 B5.12/18 WPI318-2 B5.12/20 WPI320-2 Web Stiffener Reqd. x Steel Gauge 12 x 7/10 x 12 x 12 x 12 x 7/10 x 7/10 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 4-3/4 20 3 -- 2-1/8 14 16d 6 10d 4-3/4 4-5/8 5-1/8 20 20 5-1/8 9-1/4 5-1/8 5-1/8 5-1/8 9-1/2 9-1/2 x 12 5-1/8 11-1/4 x 12 x 12 x 7/10 x 12 x 12 x 7/10 x 12 x 7/10 5-1/8 11-7/8 5-1/8 5-1/8 5-1/8 5-1/8 14 14 16 16 18 5-1/8 20 5-1/8 20 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. New products or updated product information are designated in red font. 2-1/2 2-1/2 3 3 3 2-1/2 3 2-1/2 7 7 -- 3 -- 2-1/2 3 3 2-1/2 3 2-1/2 5-1/4 x 7-1/4 BPH55725 HB5.50/7.25 x 10 5-9/16 7-1/4 2-1/4 -- GLTV5.50/9.25, PHXU55925 HB5.50/9.25, x 7 5-1/2 9-1/4 3-1/4 11-1/2 5-1/4 x 9-1/4 HWU5.50/9.25 HLBH55925 -- -- x 7 5-9/16 9-1/4 6 12 5-1/4 x 9-1/2 PHM2522-2 PHM2524-2 PHM2526-2 BPH5595 PHM5595 PHXU5595 HLBH5595 MPH5595 WPI322-2 WPI324-2 WPI326-2 -- -- WP5.50/9.5 GLTV5.59, HB5.50/9.5, HWU5.50/9.5 HGLTV5.59 WM5.50/9.5 x 7/10 x 7/10 x 7/10 x 12 x 7/10 x 7 x 7 x 12 5-1/8 5-1/8 5-1/8 5-9/16 5-5/8 5-1/2 5-9/16 5-5/8 18 22 24 26 9-1/2 9-1/2 9-1/2 9-1/2 9-1/2 2-1/2 2-1/2 2-1/2 3 2-1/2 3-1/4 6 2-1/2 7 -- -- -- 7 -- 7 -- 7 -- 7 7 7 7 -- 7 11.5 12 3 3-3/4 2-11/16 2-1/8 3 2-1/8 2-1/8 2-1/8 3 2-1/8 3 2-1/8 3 2-1/8 3 3 3 3 2 16d 2 6 6 2 10d 2 16d duplex 2 10d 10 16d 6 10d 10 16d 2 10 10 16d 16d 16d 12 16d 2 16d 12 16d 10d 2 10d 6 10d 10d 6 10d 10d 6 10d 2 16d 2 10d 14 16d 6 14 16d 2 16d 2 10d 2 16d 2 10d 2 16d 2 16d 2 16d 2-1/2 10 16d 6 2-1/2 3-1/8 2-1/6 3 2-1/2 3-1/8 7 3-3/4 8 16d 6 15 10 16d 4 8 16d 6 15 6 2 16d duplex 2 6 10d 10d 2 10d 2 10d 2 10d 10d 10d 6 16d 10d 2 16d 2 10d 10d 16d 10d DF-L I-Joist 2 LVL PSL LSL DF-L SPF Masonry 3 DF-L 115% Lbs 3785 5090 6745 6745 9500 6745 -- 2210 kN 16.84 22.64 30.00 30.00 42.26 30.00 -- 9.83 Lbs -- 5395 4685 4270 4685 4685 -- -- kN -- 24.00 20.84 18.99 20.84 20.84 -- -- Lbs -- -- -- -- -- -- 6165 -- kN -- -- -- -- -- -- 27.42 -- Lbs 3785 5090 5280 5280 6005 4265 -- 2210 kN 16.84 22.64 23.49 23.49 26.71 18.97 -- 9.83 Lbs 3785 5090 5280 5280 6005 4265 -- 2210 kN 16.84 22.64 23.49 23.49 26.71 18.97 -- 9.83 Lbs -- 5395 4685 4270 4685 4685 -- -- kN -- 24.00 20.84 18.99 20.84 20.84 -- -- Lbs 3785 5090 5280 5280 6005 4265 -- 2210 kN 16.84 22.64 23.49 23.49 26.71 18.97 -- 9.83 Lbs 3785 5090 5280 5280 6005 4265 -- 2210 kN 16.84 22.64 23.49 23.49 26.71 18.97 -- 9.83 Lbs 3785 5090 6345 6345 6645 4715 -- 2210 kN 16.84 22.64 28.23 28.23 29.56 20.97 -- 9.83 Lbs -- 5395 4685 4270 4685 4685 -- -- kN -- 24.00 20.84 18.99 20.84 20.84 -- -- Lbs 3785 5090 6345 6345 6645 4715 -- 2210 kN 16.84 22.64 28.23 28.23 29.56 20.97 -- 9.83 Lbs -- 5395 4685 4270 4685 4685 -- -- kN -- 24.00 20.84 18.99 20.84 20.84 -- -- Lbs 3785 5090 6745 6745 9500 6745 -- 2210 kN 16.84 22.64 30.00 30.00 42.26 30.00 -- 9.83 Lbs -- 5395 4685 4270 4685 4685 -- -- kN -- 24.00 20.84 18.99 20.84 20.84 -- -- Lbs 3785 5090 6745 6745 9500 6745 -- 2210 kN 16.84 22.64 30.00 30.00 42.26 30.00 -- 9.83 Lbs -- 5395 4685 4270 4685 4685 -- -- kN -- 24.00 20.84 18.99 20.84 20.84 -- -- Lbs -- 5395 4685 4270 4685 4685 -- -- kN -- 24.00 20.84 18.99 20.84 20.84 -- -- Lbs -- 5395 4685 4270 4685 4685 -- -- kN -- 24.00 20.84 18.99 20.84 20.84 -- -- Lbs -- 5395 4685 4270 4685 4685 -- -- kN -- 24.00 20.84 18.99 20.84 20.84 -- -- Lbs -- 5300 5055 5435 5055 4725 -- 1245 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 Lbs -- 9575 8330 9575 7610 5170 -- 1290 kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 Lbs -- 15295 15215 13825 13825 12840 -- 1770 kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 Lbs -- 5300 5055 5435 5055 4725 -- 1245 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 Lbs -- 5395 5280 4435 4880 4880 -- -- kN -- 24.00 23.49 19.73 21.71 21.71 -- -- Lbs -- 9575 8330 9575 7610 5170 -- 1290 kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 Lbs -- 15295 15215 13825 13825 12840 -- 1770 kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 Lbs -- -- -- -- -- -- 6165 -- kN -- -- -- -- -- -- 27.42 -- L H TF © Copyright 2013 USP Structural Connectors ® W D 138 1-800-328-5934 • www.USPconnectors.com continued on next page
EWP Top Mount Hanger Charts continued © Copyright 2013 USP Structural Connectors ® Joist Size USP Stock No. Ref. No. GLTV5.50/11.25, PHXU55112 HB5.50/11.25, 5-1/4 x 11-1/4 HWU5.50/11.25 HLBH55112 -- -- 5-1/4 x 11-1/2 HLBH55115 5-1/4 x 11-7/8 5-1/4 x 12 5-1/4 x 14 5-1/4 x 16 5-1/4 x 18 BPH55118 MPH55118 PHXU5512 HLBH5512 BPH5514 PHM5514 PHXU5514 HLBH5514 BPH5516 PHM5516 PHXU5516 HLBH5516 -- -- PHM55118 -- -- GLTV5.511, PHXU55118 HB5.50/11.88, HWU5.50/11.88 HLBH55118 HGLTV5.511 BPH5518 PHM5518 PHXU5518 HLBH5518 GLTV5.511 WM5.50/11.88 HB5.50/12 -- -- -- -- -- -- GLTV5.514, HB5.50/14, HWU5.50/14 HGLTV5.514 -- -- -- -- GLTV5.516, HB5.50/16, HWU5.50/16 HGLTV5.516 -- -- -- -- GLTV5.518, HB5.50/18 HGLTV5.518 Web Stiffener Reqd. Steel Gauge x 7 x 7 x 7 x 12 x 7/10 x 7 x 7 x 12 x 7 x 7 x 12 x 7/10 x 7 x 7 x 12 x 7/10 x 7 x 7 x 12 x 7/10 x 7 x 7 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 5-1/2 5-9/16 5-9/16 5-5/8 5-9/16 11-1/4 11-1/4 11-7/8 11-7/8 11-7/8 11-7/8 11-7/8 12 12 14 14 14 14 16 16 16 3-1/4 11.5 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. New products or updated product information are designated in red font. 6 2-1/2 2-1/2 3-1/4 6 2-1/2 3-1/4 6 2-1/2 2-1/2 3-1/4 6 2-1/2 2-1/2 3-1/4 16 6 12 5-9/16 11-1/2 6 12 5-1/2 5-9/16 5-5/8 5-1/2 5-9/16 5-9/16 5-5/8 5-1/2 5-9/16 5-9/16 5-5/8 5-1/2 5-9/16 5-5/8 5-1/2 18 18 18 5-9/16 18 2-1/2 2-1/2 3-1/4 6 -- 7 11.5 12 7 11.5 12 -- 7 11.5 12 -- 7 11.5 12 -- 7 11.5 12 2-1/2 3-1/8 3-1/8 2-1/32 3 2-1/2 3-1/8 3-3/4 2-1/2 3-1/8 2-1/32 3 2-1/2 3-1/8 2-1/32 3 2-1/2 3-1/8 2-1/32 3 2-1/2 3-1/8 8 16d 6 8 16d 6 2 16d 2 16d 2 10d 8 16d 6 10d 15 6 10d 8 16d 6 10d 15 10 16d 10d 15 6 16d 15 6 16d 10 16d 6 10d 2 16d 2 10d 10d 15 6 16d 2 16d duplex 2 10d 8 16d 6 10d 15 6 16d 10 16d 6 16d 6 10d 6 16d 10 16d 6 10d 2 16d 2 10d 8 16d 6 10d 15 2 10d 6 16d DF-L I-Joist 2 LVL PSL LSL DF-L SPF Masonry 3 DF-L 115% Lbs -- 9575 8330 9575 7610 5170 -- 1290 kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 Lbs -- 15295 15215 13825 13825 12840 -- 1770 kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 Lbs -- 15295 15215 13825 13825 12840 -- 1770 kN -- 68.04 67.68 61.50 61.50 57.12 -- 8.00 Lbs -- 5300 5055 5435 5055 4725 -- 1245 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 Lbs -- 5395 5280 4435 4880 4880 -- -- kN -- 24.00 23.49 19.73 21.71 21.71 -- -- Lbs -- 9575 8330 9575 7610 5170 -- 1290 kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 Lbs -- 15295 15215 13825 13825 12840 -- 1770 kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 Lbs -- -- -- -- -- -- 6165 -- kN -- -- -- -- -- -- 27.42 -- Lbs -- 9575 8330 9575 7610 5170 -- 1290 kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 Lbs -- 15295 15215 13825 13825 12840 -- 1770 kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 Lbs -- 5300 5055 5435 5055 4725 -- 1245 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 Lbs -- 5395 5280 4435 4880 4880 -- -- kN -- 24.00 23.49 19.73 21.71 21.71 -- -- Lbs -- 9575 8330 9575 7610 5170 -- 1290 kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 Lbs -- 15295 15215 13825 13825 12840 -- 1770 kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 Lbs -- 5300 5055 5435 5055 4725 -- 1245 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 Lbs -- 5395 5280 4435 4880 4880 -- -- kN -- 24.00 23.49 19.73 21.71 21.71 -- -- Lbs -- 9575 8330 9575 7610 5170 -- 1290 kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 Lbs -- 15295 15215 13825 13825 12840 -- 1770 kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 Lbs -- 5300 5055 5435 5055 4725 -- 1265 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.63 Lbs -- 5395 5280 4435 4880 4880 -- -- kN -- 24.00 23.49 19.73 21.71 21.71 -- -- Lbs -- 9575 8330 9575 7610 5170 -- 1290 kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74 Lbs -- 15295 15215 13825 13825 12840 -- 1770 kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87 L TF EWP Hangers H W D continued on next page 1-800-328-5934 • www.USPconnectors.com 139 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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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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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
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Strap Ties - HRS, HTP, KST, KSTI, L
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Strap Ties - HRS, HTP, KST, KSTI, L
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Twist Straps - HTW, KTS, LFTA6, LTW
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Permanent Wood Foundation Strap - P
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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 and 128: Top Flange Hangers - MPH, PHM, & PH
Page 129 and 130: EWP Top Mount Hanger Charts continu
Page 137: EWP Top Mount Hanger Charts continu
Page 143 and 144: Adjustable Rafter-To-Plate Connecto
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Page 147 and 148: Bolted Glulam Beam Hangers - KEG, K
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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
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Page 177 and 178: Scissor Truss Clips - STC series ©
Page 179 and 180: Roof Truss Ties - TR series Slotted
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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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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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EWP Hangers - USP Connectors

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