Installation Notes - USP Connectors

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Product Notes 1) This catalogue reflects the most current information regarding USP product line. However, product revisions and new product additions occur on an ongoing basis. USP Structural Connectors® reserves the right to change specifications, designs, and models at any time without notice and liability for such changes. This catalogue may not be reproduced in whole or in part without the prior written approval of USP Structural Connectors®. 2) This catalogue reflects design changes and design load adjustments to some USP products. The information presented in this publication replaces all information published in previous documents, and is valid until December 31, 2014. 3) This Product Catalogue was designed as a general reference for the USP Product Line. Various specialized publications have been developed for design professionals, truss manufacturers, contractors, retail dealers, and building material wholesalers. Product load values may vary from one publication to another due to recent product testing, changes in regulatory criteria, or code evaluation updates. The most current product information is available on USP’s Web Site. 4) The type and quantity of fasteners used to install USP products is critical to connector performance. To achieve the resistance values presented in this catalogue, all specified fasteners must be used and proper installation procedures observed. Verify that the dimensions of supporting members are sufficient to receive specified fasteners. Any product modifications void the warranty unless prior written permission of USP Structural Connectors® is obtained. ASME SAE Grade 2, or better unless noted otherwise. 13) Anchor Bolts conform to ASTM F 1554. 14) USP connectors listed in this catalogue are manufactured for specific sizes of standard lumber, plated trusses, or composite lumber. For applications involving unusual supporting conditions environments, contact USP. Wood shrinkage or expansion, caused by lack of moisture or excessive moisture, may adversely affect connector installation. Evaluate potential shrinking or expanding to ensure proper connector installation and performance. 15) The load values listed in this catalogue are based on installation to wood with a moisture content of less than 19%, and used in dry service conditions. Load reductions, in accordance with the code, shall be taken where wood moisture content greater than 19% at the time of installation or where used in wet service conditions. 16) Unless otherwise noted, USP products may not be bent or cut in the field to facilitate installation. Field alterations may weaken steel and cause connector failure at lower than published factored resistance. © Copyright 2013 USP Structural Connectors ® 5) Some connector models are listed more than once to indicate installation and/or fastener options. 6) New products or updated product information are designated in red font. 7) Throughout this catalogue, dimensions are expressed in inches and loads in pounds unless specifically noted otherwise. 8) Some USP products show both bolt and nail fastening schedules. In those cases, specific loads for each has been identified. Bolt and nail values cannot be combined unless noted otherwise. 9) Load values for 8d, 10d, 16d, and 20d designations in the fastener schedules throughout this catalogue refer to common wire nails unless noted otherwise. Nails shall conform to a recognized national standard, such as ASTM F1667, as prescribed by the model building codes. 10) Diamond holes are for optional nailing. 11) Fastener installation may cause wood to split and reduce a fastener’s ability to carry a load. If wood splitting occurs, consider pre-drilling holes not exceeding 75% of the nail diameter. 12) Bolts specified in this catalogue are through-bolts and must conform to requirements for ASTM A 307 Grade A, or 10 1-800-328-5934 • www.USPconnectors.com
Design Notes © Copyright 2013 USP Structural Connectors ® 1) Factored resistances for more than one direction for a single connection cannot be added together. A design load which can be divided into components in the directions given must be evaluated as follows: Factored uplift / Factored uplift resistance + Factored parallel to plate / Factored parallel to plate resistance + Factored perpendicular to plate / Factored perpendicular to plate
Page 1 and 2: 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: Product Information U.S. Standard S
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 131 and 132:
Page 133 and 134:
Page 135 and 136:
Page 137 and 138:
Page 139 and 140:
Page 141 and 142:
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
Page 217 and 218:
Testing! Testing! Testing! It’s p
Page 219 and 220:
: Our commitment to technology! USP
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Installation Notes - USP Connectors

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