Installation Notes - USP Connectors

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Lumberlok Structural Connector Screws - LL series Fasteners The LumberLok Structural Connector Screw is a self-drilling screw that can be used with a number of USP Structural Connectors and also for wood-to-wood applications. The screws feature a T20 Torx® head with integral washer and gimlet point for ease of installation. The twin-lead threads drive in twice as fast as the single lead threads significantly reducing installation time. The USP head stamp identifies the screw length for easy inspection. Screw shear capacities are based on a diameter of 0.162” when the shear plane is on the screw shoulder (SH) and 0.109” when the shear plane is on the threads (T). LumberLok Structural Connector Screws have a bending yield strength of 180,000 psi. T20 Torx ® head Screw length Materials: Low carbon hardened steel. Finish: See chart Installation: • Screws are self-drilling. • Install using a low speed clutch drill with T20 Torx® bit. The washer head should be flat to the surface. Do not over-tighten the screws. • Installing the screw at an angle may introduce additional bending and tension forces into the fastener if the screw head is not flat to the bearing surface. Care should be given to ensure the fastener is installed perpendicular to the plane of the fastener hole. LL915 SH L © Copyright 2013 USP Structural Connectors ® Dimensions (in.) USP Wood-to- Withdrawal Shear Wood-to- Withdrawal Shear Stock No. Ref. No. Description L SH T Finish 2 Unit Wood Capacity 18 Ga 16 Ga Wood Capacity 18 Ga 16 Ga LL915 LL930 SD9112 SD9212 #9 x 1-3/8 #9 x 2-7/8 1-3/8 2-7/8 1/4 1-3/8 1-1/8 1-1/2 GC GC Lbs Lbs -- -- 228 237 288 190 249 208 265 -- -- 196 180 219 173 226 191 243 kN kN -- -- 1.01 1.05 1.28 0.85 1.11 0.93 1.18 -- -- 0.87 0.80 0.97 0.77 1.01 0.85 1.08 1) Factored Resistance values determined in accordance with CSA O86-09 Section 10.11. 2) GC = Gold Coat over Clear Zinc Trivalent. 3) Factored shear resistance for steel-to-wood assumes a side plate tensile strength of 45 ksi. 4) Withdrawal loads for steel-to-wood connections assume a side plate thickness of 1 / 4 " or less. 5) Shear loads for wood-to-wood connections assume a side member thickness of 1 1 / 2 ". 6) Loads are for 100% duration of load factors, and may be increased for other duration factors allowed per governing building code. New products or updated product information are designated in red font. Shear Factored Resistance (100%) ,3,4,5,6 DF-L Steel-to-Wood Shear S-P-F Steel-to-Wood Twin-lead threads Sharp Gimlet point LL930 T BEARING PLATES – BP, HBPS, LBP, & LBPS SERIES 20 BP & LBP – Designed to meet code requirements for mudsill-to-foundation. HBPS & LBPS – Offers anchor bolt adjustment slots. Materials: See chart Finish: BP & HBPS – none; LBP & LBPS – G-185 galvanizing Options: BP12, BP582, BP583, HBPS12, and HBPS58 models are available in Hot-dip galvanized. To order, add HDG to end of stock number, as in BP12-HDG. Installation: • Bolt holes are sized 1⁄16˝ larger than Bolt Dia. shown in chart. Typical Bearing Plate installation W BP/LBP Standard Bearing Plate L PT T W HBPS/LBPS Slotted Bearing Plate L 1-800-328-5934 • www.USPconnectors.com Dimensions (in) USP Stock No. Ref. No. Plate Thickness (T) W L Bolt Dia. (in) LBP12-TZ LBP1/2, LBP1/2Z 10 Ga 9/64 2 2 1/2 LBP58-TZ LBP5/8, LBP5/8Z 10 Ga 9/64 2 2 5/8 LBPS12-TZ LBPS1/2, LBPS1/2Z 10 Ga 9/64 3 3 1/2 LBPS58-TZ LBPS5/8, LBPS5/8Z 10 Ga 9/64 3 3 5/8 HBPS12 BPS1/2-3 3 Ga 1/4 3 3 1/2 HBPS34 BPS3/4-3 3 Ga 1/4 3 3 3/4 HBPS58 BPS5/8-3 3 Ga 1/4 3 3 5/8 BP12 BP1/2 7 Ga 3/16 2 2 1/2 BP582 BP5/8-2 7 Ga 3/16 2 2 5/8 BP583 BP5/8, BP5/8-3 3 Ga 1/4 3 3 5/8 BP343 BP3/4-3 3 Ga 1/4 3 3 3/4
Concrete & Masonry © Copyright 2013 USP Structural Connectors® ® EPOXY & MECHANICAL ANCHORING SYSTEMS. . . . . . . . . . . . . . . PAGES 23-26 • CIA-GEL 7000-C Series Code compliant epoxy. • CIA-GEL 7000 Series Masonry approved epoxy. • CIA-GEL 6000-GP Series General purpose, quick cure epoxy. • CIA-EA Series Epoxy acrylate structural adhesive. • Miracle Bond ® Multi-purpose bonding and repair epoxy. • DUC Series Ductile Undercut Anchors. • Wedge-Bolt ® + Series Screw anchor. • Power-Stud HD5 Series Expansion anchor. Masonry Metals . . . . . . . . . . Pages 27-29 • SAL Series Steel angle lintels. • WM Series Welded wire mesh. • CR Series Concrete reinforcing rod. • TW Series & TWTT Tie Wire and Tie Wire Tying Tool. • RCD & RCT Rod chairs hold reinforcing bars for proper placement during the pouring or application of concrete. • SCV & SCH Safety caps to protect against injuries from rebar. • ABS12 Anchor bolt stabber for placement in wet concrete. • THR Series Threaded rod. • CRE24 Epoxy coated rebar. • NSR Nail stake secures form boards to prevent movement and bowing. CIA-GEL 7000-C CIA-GEL 7000 CIA-GEL 6000-GP CIA-EA Miracle Bond ® DUC DUCSB Wedge-Bolt ® + Power-Stud HD5 SAL WM48 CR TW TWTT RCD RCT SCV SCH CRE24 ABS12 Concrete & Masonry • RP6 Oversized plate to distribute forces on masonry surface. THR NSR RP6 Concrete Form Ties & Wedge . . . Page 30 • FT Series Low foundation wall tie. • WG Wedge for FT tie. • RKS Kwik strip tie for foundation applications. 1-800-328-5934 • www.USPconnectors.com 21 USP2240-131 FT RKS WG
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 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: Wood Screw Applications - WS series
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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