EWP Hangers - USP Connectors

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EWP Top Mount Hanger Charts continued EWP Hangers Joist Size 3-1/2 x 20 3-1/2 x 22 3-1/2 x 24 3-1/2 x 26 3-1/2 x 28 3-1/2 x 30 3-1/2 x 32 USP Stock No. Ref. No. TFI420 MIT420 BPH3520 HIT420, LBV3.56/20 PHM3520 WPI420 HB3.56/20, PHXU3520 HWI420, WPU3.56/20 HLBH3520 -- -- MPH3520 TFI422 BPH3522 PHM3522 PHXU3522 TFI424 BPH3524 PHM3524 PHXU3524 TFI426 BPH3526 PHM3526 PHXU3526 BPH3528 PHM3528 PHXU3528 BPH3530 PHM3530 PHXU3530 WMI420 HIT422 HIT3522, LBV3.56/22 HWI422, WPI422 HB3.56/22 WPU3.56/22 HIT424, LBV3.56/24 -- -- HWI424, WPI424 Web Stiffener Reqd. Steel Gauge x 12 -- 16 12 x 7/10 7 -- 16 x 12 x 7/10 HB3.56/24, WPU3.56/24 x 7 HIT426 -- 16 LBV3.56/26 HWI426, WPI426 HB3.56/26, WPU3.56/26 LBV3.56/28 HWI428, WPI428 HB3.56/28, WPU3.56/28 LBV3.56/30 HWI430, WPI430 HB3.56/30 BPH3532 -- -- PHM3532 HWI432, WPI432 PHXU3532 -- -- -- x x 16 x 12 x 7/10 x x 7 7 x 12 x 7/10 x 7 x 12 x 7/10 x 7 x 12 x 7/10 x 7 x 12 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 3-9/16 3-9/16 3-5/8 3-9/16 3-5/8 3-1/2 3-9/16 3-9/16 3-9/16 22 22 24 2-1/2 2-3/4 3-5/8 22 2-1/2 3-9/16 20 20 20 20 20 20 22 2-1/2 2-3/4 2-1/2 3-1/4 3-1/4 2-1/2 3-9/16 24 2-3/4 -- 2-1/32 3-5/8 24 2-1/2 3-9/16 24 3-1/4 10 3-9/16 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. 6 2-1/2 -- -- 7 10 12 7 -- -- 7 10 -- 7 2-1/8 2-1/32 3 2-1/2 3-1/8 3-3/4 2-1/8 2-1/32 3 2-1/2 2-1/8 3 2-1/2 3-9/16 26 2-3/4 -- 2-1/32 3-5/8 3-9/16 3-9/16 3-5/8 3-9/16 3-9/16 3-5/8 26 26 26 28 28 28 30 30 2-1/2 2-1/2 3-1/4 2-3/4 2-1/2 3-1/4 2-3/4 2-1/2 -- 7 10 3 -- 2-1/32 7 10 -- 7 2-1/8 2-1/2 3 2-1/2 2-1/32 3 6 16d 2 10d x 1-1/2 10 8 2 10 16d 6 10d 2 16d 2 10d 16d 6 10d 15 6 16d 6 10d 2 16d 2 16d 16d duplex 2 10d 10 16d 2 10d x 1-1/2 10d 8 16d 6 10d 10 16d 2 10d x 1-1/2 10 16d 6 10d 2 16d 2 10d 8 16d 6 10d 10 16d 2 10d x 1-1/2 10 16d 6 10d 2 16d 2 10d 8 16d 6 10d 10 16d 6 10d 2 16d 2 10d 8 16d 6 10d 10 16d 2 16d 3-9/16 30 3-1/4 10 2-1/2 8 16d 6 10d 3-9/16 32 2-3/4 -- 2-1/32 10 16d 3-5/8 32 2-1/2 7 6 10d 2 10d x 7 3-9/16 32 3-1/4 10 2-1/2 8 16d 6 10d 3 6 10d 2 16d 2 10d DF-L I-Joist 2 LVL PSL LSL DF-L SPF Masonry 3 L DF-L 115% Lbs -- 3685 3220 3260 4190 2975 -- 545 kN -- 16.39 14.32 14.50 18.64 13.23 -- 2.42 Lbs -- 5300 5055 5435 5055 4725 -- 1245 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 Lbs -- 5395 5140 4435 4685 4685 -- -- kN -- 24.00 22.86 19.73 20.84 20.84 -- -- Lbs -- 9575 8330 9245 7610 5170 -- 1290 kN -- 42.59 37.06 41.13 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 -- 4675 4205 4250 5315 3775 -- 545 kN -- 20.80 18.71 18.91 23.64 16.79 -- 2.42 Lbs -- 5300 5055 5435 5055 4725 -- 1245 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 Lbs -- 5395 5140 4435 4685 4685 -- -- kN -- 24.00 22.86 19.73 20.84 20.84 -- -- Lbs -- 9575 8330 9245 7610 5170 -- 1335 kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 Lbs -- 4675 4205 4250 5315 3775 -- 545 kN -- 20.80 18.71 18.91 23.64 16.79 -- 2.42 Lbs -- 5300 5055 5435 5055 4725 -- 1245 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 Lbs -- 5395 5140 4435 4685 4685 -- -- kN -- 24.00 22.86 19.73 20.84 20.84 -- -- Lbs -- 9575 8330 9245 7610 5170 -- 1335 kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 Lbs -- 4675 4205 4250 5315 3775 -- 545 kN -- 20.80 18.71 18.91 23.64 16.79 -- 2.42 Lbs -- 5300 5055 5435 5055 4725 -- 1245 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 Lbs -- 5395 5140 4435 4685 4685 -- -- kN -- 24.00 22.86 19.73 20.84 20.84 -- -- Lbs -- 9575 8330 9245 7610 5170 -- 1335 kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 Lbs -- 5300 5055 5435 5055 4725 -- 1245 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 Lbs -- 5395 5140 4435 4685 4685 -- -- kN -- 24.00 22.86 19.73 20.84 20.84 -- -- Lbs -- 9575 8330 9245 7610 5170 -- 1335 kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 Lbs -- 5300 5055 5435 5055 4725 -- 1245 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 Lbs -- 5395 5140 4435 4685 4685 -- -- kN -- 24.00 22.86 19.73 20.84 20.84 -- -- Lbs -- 9575 8330 9245 7610 5170 -- 1335 kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 Lbs -- 5300 5055 5435 5055 4725 -- 1245 kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54 Lbs -- 5395 5140 4435 4685 4685 -- -- kN -- 24.00 22.86 19.73 20.84 20.84 -- -- Lbs -- 9575 8330 9245 7610 5170 -- 1335 kN -- 42.59 37.06 41.13 33.85 23.00 -- 5.94 H TF © Copyright 2013 USP Structural Connectors ® W D continued on next page 136 1-800-328-5934 • www.USPconnectors.com
EWP Top Mount Hanger Charts continued © Copyright 2013 USP Structural Connectors ® Joist Size 4 - 4-3/16 x 9-1/2 4 - 4-3/16 x 11-7/8 4 - 4-3/16 x 14 4 - 4-3/16 x 16 4-1/2 - 4-5/8 x 9-1/2 4-1/2 - 4-5/8 x 11-7/8 4-1/2 - 4-5/8 x 14 4-1/2 - 4-5/8 x 16 4-1/2 - 4-5/8 x 18 USP Stock No. Ref. No. LBV4.12/9.5, THO20950-2 LBV4.28/9.5, MIT4.28/9.5 PHM4295 THO20118-2 PHM42118 THO20140-2 PHM4214 THO20160-2 PHM4216 THO23950-2 PHM2395-2 THO23118-2 PHM23118-2 MPH23118-2 THO23140-2 MPH2314-2 THO23160-2 PHM2316-2 MPH2316-2 -- -- LBV4.12/11.88, LBV4.28/11.88, MIT4.28/11.88 -- -- LBV4.12/14, LBV4.28/14, MIT4.28/14 -- -- LBV4.12/16, LBV4.28/16 -- -- LBV4.75/9.5, MIT359.5-2 WP359.5-2 LBV4.75/11.88, MIT3511.88-2 WP3511.88-2 WM3511.88-2 LBV4.75/14, MIT3514-2 WM3514-2 Web Stiffener Reqd. Steel Gauge x 16 x 7/10 x x 7/10 x 12 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 4-3/16 4-3/16 4-3/16 4-3/16 4-3/16 4-3/16 14 x 12 4-3/4 9-1/2 x 16 x 12 x 7/10 x 7/10 12 x 7/10 x 12 x 12 x 12 LBV4.75/16 x 12 WP3516-2 WM3516-2 x 7/10 x 12 4-3/16 4-3/16 4-3/4 4-3/4 4-3/4 4-5/8 4-3/4 4-5/8 4-3/4 4-3/4 4-5/8 9-1/2 9-1/2 11-7/8 11-7/8 14 16 16 9-1/2 11-7/8 11-7/8 11-7/8 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. 3 2-1/2 3 2-1/2 3 2-1/2 3 2-1/2 3 2-1/2 3 2-1/2 2-1/2 -- 7 -- 7 -- 7 -- 7 -- 7 -- 7 7 2 3 2 3 1-15/16 3 1-15/16 3 2 3 2-1/8 3 3-3/4 THO23180-2 LBV4.75/18 x 12 4-3/4 18 3 -- 2-1/8 PHM2318-2 MPH2318-2 WP3518-2 WM3518-2 x 7/10 x 12 4-3/4 4-5/8 14 14 16 16 16 18 18 3 2-1/2 3 2-1/2 2-1/2 2-1/2 -- 7 -- 7 7 7 2-1/8 3-3/4 2-1/8 3 3-3/4 3 10 16d 6 10d 2 16d 2 10d 10 16d 6 10d 2 10 16d 2 10d 10 16d 6 10d 2 16d 16d 2 10d 2 16d 2 10d 10 16d 6 10d 2 16d 2 10d 2 16d duplex 6 10d 2 16d 2 10d 10 16d 6 10d 12 16d 2 16d duplex 12 16d 2 16d 2 10d 10d 2 16d duplex 2 10d 14 6 10d 2 10d 6 10d 2 16d 6 10d 2 16d 2 10d 2-1/2 7 3-3/4 2 16d duplex 2 10d DF-L I-Joist 2 LVL PSL LSL DF-L SPF Masonry 3 DF-L 115% Lbs 3785 3355 3840 3840 4370 3100 -- 2210 kN 16.84 14.92 17.08 17.08 19.44 13.79 -- 9.83 Lbs -- 5395 5140 4435 4685 4685 -- -- kN -- 24.00 22.86 19.73 20.84 20.84 -- -- Lbs 3785 3355 3890 3890 4820 3425 -- 2210 kN 16.84 14.92 17.30 17.30 21.44 15.24 -- 9.83 Lbs -- 5395 5140 4435 4685 4685 -- -- kN -- 24.00 22.86 19.73 20.84 20.84 -- -- Lbs 3785 3355 5330 5330 6060 4305 -- 2210 kN 16.84 14.92 23.71 23.71 26.96 19.15 -- 9.83 Lbs -- 5395 5140 4435 4685 4685 -- -- kN -- 24.00 22.86 19.73 20.84 20.84 -- -- Lbs 3785 3355 5330 5330 6060 4305 -- 2210 kN 16.84 14.92 23.71 23.71 26.96 19.15 -- 9.83 Lbs -- 5395 5140 4435 4685 4685 -- -- kN -- 24.00 22.86 19.73 20.84 20.84 -- -- Lbs 3785 5090 5235 5235 6005 4265 -- 2210 kN 16.84 22.64 23.29 23.29 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 -- 5395 4685 4270 4685 4685 -- -- kN -- 24.00 20.84 18.99 20.84 20.84 -- -- Lbs -- -- -- -- -- -- 6165 -- kN -- -- -- -- -- -- 27.42 -- Lbs 3785 5090 6345 6345 7290 5175 -- 2210 kN 16.84 22.64 28.23 28.23 32.43 23.02 -- 9.83 Lbs -- -- -- -- -- -- 6165 -- kN -- -- -- -- -- -- 27.42 -- Lbs 3785 5090 6345 6345 7290 5175 -- 2210 kN 16.84 22.64 28.23 28.23 32.43 23.02 -- 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 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 -- L H TF EWP Hangers W D continued on next page 1-800-328-5934 • www.USPconnectors.com 137 USP2240-131
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Product Catalog 57 th Edition
Page 3 and 4:
The Original Connector Company! HA
Page 5 and 6:
USP Index © Copyright 2013 USP Str
Page 7 and 8:
Corrosion Information © Copyright
Page 9 and 10:
Product Information U.S. Standard S
Page 11 and 12:
Design Notes © Copyright 2013 USP
Page 13 and 14:
Fasteners © Copyright 2013 USP Str
Page 15 and 16:
Nails - N & NA series continued NA1
Page 17 and 18:
Wood Screw Applications - WS series
Page 19 and 20:
Wood Screw Applications - WS series
Page 21 and 22:
Concrete & Masonry © Copyright 201
Page 23 and 24:
ADHESIVE ANCHORING SYSTEMS CIA-GEL
Page 25 and 26:
Undercut Anchoring Systems - DUC Du
Page 27 and 28:
Steel Angle Lintels - SAL series St
Page 29 and 30:
Threaded Rods - THR series USP has
Page 31 and 32:
Anchor Bolts - STB & STBL series Em
Page 33 and 34:
Anchor Bolts - AB & ABP series Anch
Page 35 and 36:
Foundation Anchors - ST series ST1-
Page 37 and 38:
Adjustable Support Posts - JP serie
Page 39 and 40:
Type 2 Top Plates - T2TP Series ©
Page 41 and 42:
Predeflected Holdowns - PHD & PHDA
Page 43 and 44:
Holdowns - TD & TDX series continue
Page 45 and 46:
Tension Ties - HTT, LTS series & LT
Page 47 and 48:
Foundation Straps - LSTAD & STAD Se
Page 49 and 50:
Foundation Straps - HPAHD & PAHD42
Page 51 and 52:
Caps & Bases Post Anchors . . . . .
Page 53 and 54:
Wet Post Anchors - WAS & WE series
Page 55 and 56:
© Copyright 2013 USP Structural Co
Page 57 and 58:
Post Caps - EPCM & PCM series © Co
Page 59 and 60:
Post Beam Corner - PBC series The P
Page 61 and 62:
Column Caps - KCCQ & KECCQ series c
Page 63 and 64:
Column Caps - KCCQ & KECCQ series c
Page 65 and 66:
Angles & Straps Coiled Strapping .
Page 67 and 68:
Multi-Purpose Framing Angles - MP34
Page 69 and 70:
Framing Angles - A3, AC, JA, & MP s
Page 71 and 72:
Stud Plate Ties - RSPT, SPT, & SPTH
Page 73 and 74:
Corner Reinforcements - B & BL seri
Page 75 and 76:
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 and 128: Top Flange Hangers - MPH, PHM, & PH
Page 129 and 130: EWP Top Mount Hanger Charts continu
Page 135: EWP Top Mount Hanger Charts continu
Page 143 and 144: Adjustable Rafter-To-Plate Connecto
Page 145 and 146: Girder Hangers - LGU, MGU & HGU ser
Page 147 and 148: Bolted Glulam Beam Hangers - KEG, K
Page 149 and 150: Glulam Beam Hangers - KGLT & KHGLT
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
Page 175 and 176: Girder Truss Hangers - GT, GTD & GT
Page 177 and 178: Scissor Truss Clips - STC series ©
Page 179 and 180: Roof Truss Ties - TR series Slotted
Page 181 and 182: Truss Spacers - TS & TSX series Tru
Page 183 and 184: Bridging - N & O Series O - The O s
Page 185 and 186: Deck Clip - DC50 Connects deck boar
Page 187 and 188:
Wall Bracing - RWB, WB, WBC, & WBT
Page 189 and 190:
Stud Shoes - STS series © Copyrigh
Page 191 and 192:
Pipe Rail Ties - PRT series PRT15-T
Page 193 and 194:
Deck Ties - SDJT14 & SDPT series SD
Page 195 and 196:
Stair Angles - SCA series Stair ang
Page 197 and 198:
Plywood Clips - RC series Steel ply
Page 199 and 200:
Ridge Rafter - RR The RR Ridge Raft
Page 201 and 202:
Wall Ties - WT series © Copyright
Page 203 and 204:
Shelf Brackets - SB series These Sh
Page 205 and 206:
Power Nail Hangers - JN, JN(E), MRT
Page 207 and 208:
Hardy Frames® Special Moment Frame
Page 209 and 210:
Hardy Frame® Z4 CT and T2 © Copyr
Page 211 and 212:
Face Mount Hanger Specialty Details
Page 213 and 214:
Welded Top Flange • Weld sizes an
Page 215 and 216:
Corrosion Resistant Products contin
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Testing! Testing! Testing! It’s p
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