Installation Notes - USP Connectors

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Column Caps – KCCQ & KECCQ series continued Installation: • Use all specified fasteners. See Product Notes, page 10. • WS3 Wood Screws, 1/4˝ dia. x 3˝ long, are supplied with KCCQ and KECCQ Column Caps. • Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. A design professional shall determine the adequacy of the stud to resist published loads. Caps & Bases USP Stock No. Dimensions (in) Fastener Schedule 4 Factored Resistance 3 Column DF-L S-P-F Beam or Post Bearing Uplift Bearing Uplift (100%) 2 (115%) 1,8 (100%) 2 (115%) 1,8 Steel Ref. No. Gauge W1 W2 H L Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN End Column Caps KECCQ64 ECCQ64SDS2.5 7 5-1/2 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 33890 150.76 11785 52.42 25605 113.90 8370 40.79 KECCQ66 ECCQ66SDS2.5 7 5-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 41630 185.19 11785 52.42 28615 127.29 8370 40.79 KECCQ67X ECCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 8-1/2 16 WS3 14 WS3 42075 187.17 11785 52.42 28615 127.29 8370 40.79 KECCQ68 ECCQ68SDS2.5 7 5-1/2 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 42075 187.17 11785 52.42 28615 127.29 8370 40.79 KECCQ74 ECCQ74SDS2.5 3 6-7/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 39550 175.93 11785 52.42 29665 131.96 8370 40.79 KECCQ76 ECCQ76SDS2.5 3 6-7/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 51640 229.72 11785 52.42 35115 156.21 8370 40.79 KECCQ77 ECCQ77SDS2.5 3 6-7/8 6-7/8 6-1/2 8-1/2 16 WS3 14 WS3 51640 229.72 11785 52.42 35115 156.21 8370 40.79 KECCQ78 ECCQ78SDS2.5 3 6-7/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 51640 229.72 11785 52.42 35115 156.21 8370 40.79 KECCQ71-4 ECCQ7.1-4SDS2.5 3 7-1/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 40665 180.89 11785 52.42 30455 135.48 8370 40.79 KECCQ71-6 ECCQ7.1-6SDS2.5 3 7-1/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 50810 226.02 11785 52.42 36420 162.01 8370 40.79 KECCQ71-71 ECCQ7.1-7.1SDS2.5 3 7-1/8 7-1/8 6-1/2 8-1/2 16 WS3 14 WS3 53555 238.23 11785 52.42 36420 162.01 8370 40.79 KECCQ71-8 ECCQ7.1-8SDS2.5 3 7-1/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 53555 238.23 11785 52.42 36420 162.01 8370 40.79 KECCQ84 -- -- 7 7-1/2 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 42890 190.79 11785 52.42 39015 173.55 8370 40.79 KECCQ86 ECCQ86SDS2.5 7 7-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 53840 239.50 11785 52.42 39015 173.55 8370 40.79 KECCQ88 ECCQ88SDS2.5 7 7-1/2 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 57375 255.23 11785 52.42 39015 173.55 8370 40.79 KECCQ94 -- -- 7 8-7/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 48375 215.19 11785 52.42 35940 159.88 8370 40.79 KECCQ96 ECCQ96SDS2.5 7 8-7/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 61385 273.06 11785 52.42 44395 197.49 8370 40.79 KECCQ98 ECCQ98SDS2.5 7 8-7/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 66940 297.78 11785 52.42 45520 202.49 8370 40.79 KECCQ106 ECCQ106SDS2.5 7 9-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 65895 293.13 11785 52.42 47520 211.39 8370 40.79 1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code. 2) Bearing loads are based on compression perpendicular to grain values published in the 2001 NDS and soft converted to Limit States Design. 3) Factored resistances are based on lumber with a specific gravity of DF-L = 0.49 and S-P-F = 0.42 and a moisture content of 19% or less. 5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device. 6) The designer shall check post for required loads. 7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap. 8) Uplift loads do not apply to splice conditions. © Copyright 2013 USP Structural Connectors ® Speciality Options: • For end column caps, add an E after the K in the stock number, as in KECCQ325-4. • Straps may be rotated 90° on special order where the W2 dimension is less than or equal to the W1 dimension. • KCCQO/KECCQO – Cap only, no strap design for field welding to pipe or other columns. • KCCQOB – For cross beam connections. Any two buckets can be welded together for a wide variety of applications. Allowable load shall be the lesser of the two components. • KCCQT – For T beam intersections, consult USP. Specify beam/column conditions, dimensions, and loading requirements. • KCCQC – For X beam intersections, consult USP. Specify beam/column conditions, dimensions, and loading requirements. • KECCQLL/R – For L beam intersections, consult USP. Specify left (L) or right (R) beam/column conditions, dimensions, and loading requirements. Dimension call-outs not shown in the table must be specified at time of ordering for specialty options, non-catalog, or rough/full size lumber sizes. continued on next page 62 1-800-328-5934 • www.USPconnectors.com
Column Caps – KCCQ & KECCQ series continued 4˝ Typ. L L H 1 W 3 W 4 H 2 H 3 H 1 © Copyright 2013 USP Structural Connectors ® W 1 KCCQC W 2 1/4˝ unless otherwise specified Optional KECCQ Rotated Straps 90° H 1 W1 L 2 L 1 W 2 KCCQOB 4˝ Typ. W2 H 2 KECCQLL left shown H2 W 3 H 1 H W 1 W 1 KCCQO L H 2 W 3 W 2 KCCQT Top View of Specialty Options Column Cap Configurations Caps & Bases KECCQLL rotated 90° left KECCQLR rotated 90° right left right KECCQ offset left KECCQ offset right KCCQ offset left KCCQ offset right KECCQ rotated 45° left KECCQ rotated 45° right 1-800-328-5934 • www.USPconnectors.com 63 USP2240-131
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 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: 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
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EWP Hangers © Copyright 2013 USP S
Page 115 and 116:
EWP Hangers Adjustable Rafter-to-Pl
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Support Height & Lateral Stability
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Face Mount Hangers - HDQIF series H
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EWP Face Mount Hanger - I-Joist Cha
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EWP Face Mount Hanger - SCL Charts
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Top Mount Hangers - BPH, TFI, TFL,
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Top Flange Hangers - MPH, PHM, & PH
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EWP Top Mount Hanger Charts continu
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Adjustable Rafter-To-Plate Connecto
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Girder Hangers - LGU, MGU & HGU ser
Page 147 and 148:
Bolted Glulam Beam Hangers - KEG, K
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Glulam Beam Hangers - KGLT & KHGLT
Page 151 and 152:
Truss & Rafter Tiedowns Moisture Ba
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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,
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Plated Truss Truss Hangers . . . .
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Heavy-Duty Face Mount Truss Hangers
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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
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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
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
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: Our commitment to technology! USP
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Installation Notes - USP Connectors

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