Hangers - USP Connectors
Hangers - USP Connectors Hangers - USP Connectors
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
Lumberlok Structural Connector Screws - LL series<br />
Fasteners<br />
The LumberLok Structural Connector Screw is a self-drilling screw that can be<br />
used with a number of <strong>USP</strong> Structural <strong>Connectors</strong> and also for wood-to-wood<br />
applications. The screws feature a T20 Torx® head with integral washer and<br />
gimlet point for ease of installation. The twin-lead threads drive in twice as fast<br />
as the single lead threads significantly reducing installation time. The <strong>USP</strong><br />
head stamp identifies the screw length for easy inspection.<br />
Screw shear capacities are based on a diameter of 0.162” when the shear plane<br />
is on the screw shoulder (SH) and 0.109” when the shear plane is on the<br />
threads (T). LumberLok Structural Connector Screws have a bending yield<br />
strength of 180,000 psi.<br />
T20 Torx ®<br />
head<br />
Screw<br />
length<br />
Materials: Low carbon hardened steel.<br />
Finish: See chart<br />
Installation:<br />
• Screws are self-drilling.<br />
• Install using a low speed clutch drill with T20 Torx® bit. The washer head<br />
should be flat to the surface. Do not over-tighten the screws.<br />
• Installing the screw at an angle may introduce additional bending and tension<br />
forces into the fastener if the screw head is not flat to the bearing surface. Care<br />
should be given to ensure the fastener is installed perpendicular to the plane of<br />
the fastener hole.<br />
LL915<br />
SH<br />
L<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
Dimensions (in.)<br />
<strong>USP</strong><br />
Wood-to- Withdrawal<br />
Shear<br />
Wood-to- Withdrawal<br />
Shear<br />
Stock No. Ref. No. Description L SH T Finish 2 Unit Wood Capacity 18 Ga 16 Ga Wood Capacity 18 Ga 16 Ga<br />
LL915<br />
LL930<br />
SD9112<br />
SD9212<br />
#9 x 1-3/8<br />
#9 x 2-7/8<br />
1-3/8<br />
2-7/8<br />
1/4<br />
1-3/8<br />
1-1/8<br />
1-1/2<br />
GC<br />
GC<br />
Lbs<br />
Lbs<br />
-- --<br />
228<br />
237<br />
288<br />
190<br />
249<br />
208<br />
265<br />
-- --<br />
196<br />
180<br />
219<br />
173<br />
226<br />
191<br />
243<br />
kN<br />
kN<br />
-- --<br />
1.01<br />
1.05<br />
1.28<br />
0.85<br />
1.11<br />
0.93<br />
1.18<br />
-- --<br />
0.87<br />
0.80<br />
0.97<br />
0.77<br />
1.01<br />
0.85<br />
1.08<br />
1) Factored Resistance values determined in accordance with CSA O86-09 Section 10.11.<br />
2) GC = Gold Coat over Clear Zinc Trivalent.<br />
3) Factored shear resistance for steel-to-wood assumes a side plate tensile strength of 45 ksi.<br />
4) Withdrawal loads for steel-to-wood connections assume a side plate thickness of 1 / 4 " or less.<br />
5) Shear loads for wood-to-wood connections assume a side member thickness of 1 1 / 2 ".<br />
6) Loads are for 100% duration of load factors, and may be increased for other duration factors allowed per governing building code.<br />
New products or updated product information are designated in red font.<br />
Shear<br />
Factored Resistance (100%) ,3,4,5,6<br />
DF-L<br />
Steel-to-Wood<br />
Shear<br />
S-P-F<br />
Steel-to-Wood<br />
Twin-lead<br />
threads<br />
Sharp Gimlet<br />
point<br />
LL930<br />
T<br />
BEARING PLATES – BP, HBPS, LBP, & LBPS SERIES<br />
20<br />
BP & LBP – Designed to meet code requirements for mudsill-to-foundation.<br />
HBPS & LBPS – Offers anchor bolt adjustment slots.<br />
Materials: See chart<br />
Finish: BP & HBPS – none;<br />
LBP & LBPS – G-185 galvanizing<br />
Options: BP12, BP582, BP583, HBPS12, and HBPS58<br />
models are available in Hot-dip galvanized.<br />
To order, add HDG to end of stock number,<br />
as in BP12-HDG.<br />
Installation:<br />
• Bolt holes are sized 1⁄16˝ larger than Bolt Dia. shown in chart.<br />
Typical Bearing<br />
Plate installation<br />
W<br />
BP/LBP<br />
Standard<br />
Bearing Plate<br />
L<br />
PT T<br />
W<br />
HBPS/LBPS<br />
Slotted Bearing Plate<br />
L<br />
1-800-328-5934 • www.<strong>USP</strong>connectors.com<br />
Dimensions (in)<br />
<strong>USP</strong><br />
Stock No. Ref. No.<br />
Plate<br />
Thickness<br />
(T)<br />
W L<br />
Bolt<br />
Dia.<br />
(in)<br />
LBP12-TZ<br />
LBP1/2,<br />
LBP1/2Z<br />
10 Ga 9/64 2 2 1/2<br />
LBP58-TZ<br />
LBP5/8,<br />
LBP5/8Z<br />
10 Ga 9/64 2 2 5/8<br />
LBPS12-TZ<br />
LBPS1/2,<br />
LBPS1/2Z<br />
10 Ga 9/64 3 3 1/2<br />
LBPS58-TZ<br />
LBPS5/8,<br />
LBPS5/8Z<br />
10 Ga 9/64 3 3 5/8<br />
HBPS12 BPS1/2-3 3 Ga 1/4 3 3 1/2<br />
HBPS34 BPS3/4-3 3 Ga 1/4 3 3 3/4<br />
HBPS58 BPS5/8-3 3 Ga 1/4 3 3 5/8<br />
BP12 BP1/2 7 Ga 3/16 2 2 1/2<br />
BP582 BP5/8-2 7 Ga 3/16 2 2 5/8<br />
BP583<br />
BP5/8,<br />
BP5/8-3<br />
3 Ga 1/4 3 3 5/8<br />
BP343 BP3/4-3 3 Ga 1/4 3 3 3/4