Hangers - USP Connectors
Hangers - USP Connectors Hangers - USP Connectors
Purlin Anchors – PA & PAI series PA series – For installation into poured concrete or concrete block walls and foundations. PAI series – For wood I-Joist applications. An expanded 3˝ on-centre nail spacing reduces splitting along I-Joist flange. Holdowns 50 Materials: 12 gauge Finish: G90 galvanizing Options: PA18, PA23 and PA28 are available in Triple Zinc. To order, add TZ to end of stock number, as in PA18-TZ. Codes: Load values are derived from data submitted to various North American building code evaluators. Installation: Typical PA purlin • Use all specified fasteners. See Product Notes, page 10. • Minimum concrete strength is 2,000 psi. installation • The factored resistance for bolts are based on parallel to grain loading with a 3˝ minimum member thickness. Reduce load per code requirements when minimum member thickness is not achieved. • Minimum concrete edge distance is 4˝ for PA & PAI series. • Minimum concrete block edge distance is 20˝. • Designer may specify alternate fastening schedules. Refer to Nail Specification Table on page 14 for nail shear values. Load values shall not exceed published factored resistance. • No anchor bolts are needed for achieving efficient stress transfer from framing to concrete walls or foundations. Minimum Embedment Qty Stock No. Ref. No. (in) Type Lbs kN Lbs kN Lbs kN Lbs kN DF-L S-P-F Concrete Masonry Concrete Masonry USP L Min Maximum Capacity PA18 PA23 PA28 PA35 PA18 PA23 PA28 PA35 18-1/2 23-3/4 29 35 4 4 4 4 6 6 6 6 12 15 15 15 16d 16d 16d 16d 3200 4175 4175 4175 14.23 18.57 18.57 18.57 3200 3770 3770 3770 14.23 16.77 16.77 16.77 2685 3505 3505 3505 11.94 15.59 15.59 15.59 2685 3165 3165 3165 11.94 14.08 14.08 14.08 2 3 4 4 1/2 1/2 1/2 1/2 2340 3380 4185 4185 10.41 15.04 18.62 18.62 2340 3380 3770 3770 10.41 15.04 16.77 16.77 1965 2840 3515 3515 8.74 12.63 15.64 15.64 1965 2840 3165 3165 8.74 12.63 14.08 14.08 PAI18 PAI18 18-1/2 4 6 12 10d x 1-1/2 2565 11.41 2565 11.41 2155 9.59 2155 9.59 PAI23 PAI23 23-1/2 4 6 18 10d x 1-1/2 3845 17.10 3770 16.77 3230 14.37 3165 14.08 PAI28 PAI28 28-1/2 4 6 24 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 PAI35 PAI35 35-1/2 4 6 26 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 2x & 3x Ledger PA18 PA23 PA28 PA35 PA18 PA23 PA28 PA35 18-1/2 23-3/4 29 35 4 4 4 4 6 6 6 6 12 15 15 15 16d 16d 16d 16d 3200 4175 4175 4175 14.23 18.57 18.57 18.57 3200 3770 3770 3770 14.23 16.77 16.77 16.77 2685 3505 3505 3505 11.94 15.59 15.59 15.59 2685 3165 3165 3165 11.94 14.08 14.08 14.08 2 3 4 4 1/2 1/2 1/2 1/2 2340 3380 4185 4185 10.41 15.04 18.62 18.62 2340 3380 3770 3770 10.41 15.04 16.77 16.77 1965 2840 3515 3515 8.74 12.63 15.64 15.64 1965 2840 3165 3165 8.74 12.63 14.08 14.08 PAI18 PAI18 18-1/2 4 6 12 10d x 1-1/2 2565 11.41 1925 8.56 2155 9.59 1615 7.18 PAI23 PAI23 23-1/2 4 6 18 10d x 1-1/2 3635 16.17 3635 16.17 3050 13.57 3050 13.57 PAI28 PAI28 28-1/2 4 6 24 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 PAI35 PAI35 35-1/2 4 6 26 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 4x Ledger PA18 PA23 PA28 PA35 PA18 PA23 PA28 PA35 18-1/2 23-3/4 29 35 4 4 4 4 6 6 6 6 12 15 15 15 16d 16d 16d 16d 3200 4175 4175 4175 14.23 18.57 18.57 18.57 3200 3770 3770 3770 14.23 16.77 16.77 16.77 2685 3505 3505 3505 11.94 15.59 15.59 15.59 2685 3165 3165 3165 11.94 14.08 14.08 14.08 2 3 4 4 1/2 1/2 1/2 1/2 2340 3380 4185 4185 10.41 15.04 18.62 18.62 2340 3380 3770 3770 10.41 15.04 16.77 16.77 1965 2840 3515 3515 8.74 12.63 15.64 15.64 1965 2840 3165 3165 8.74 12.63 14.08 14.08 PAI18 PAI18 18-1/2 4 6 12 10d x 1-1/2 2355 10.48 1925 8.56 1975 8.79 1615 7.18 PAI23 PAI23 23-1/2 4 6 18 10d x 1-1/2 3205 14.26 3205 14.26 2690 11.97 2690 11.97 PAI28 PAI28 28-1/2 4 6 24 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 PAI35 PAI35 35-1/2 4 6 26 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08 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. 3) Values are based on the use of either nails or bolts; nail and bolt values cannot be combined. 4) 16d sinkers or 10d common nails may be substituted for the specified 16d common nails at 0.85 of the table loads. 5) Minimum nail embedment shall be 8 nail diameters (typ). 6) For alternate nail schedule and load values consult USP. 7) Minimum quantity of fasteners to be installed. Product may have additional fastener holes not needed to meet published allowable load of product. Concrete Masonry 8) NAILS: Fastener Schedule 4,5,6,8 Factored Resistance (115%.) 1,3 1-800-328-5934 • www.USPconnectors.com Typical PA holdown installation 4 Min. concrete 20˝ Min. concrete block edge distance Ledger #4 rebar min. 4˝ Typical PAI I-Joist purlin face installation 1 1 /2˝ 4 1 /2˝ PAI 2 1 /16˝ PA L 2 1 /16˝ L © Copyright 2013 USP Structural Connectors ®
Caps & Bases Post Anchors . . . . . . . . . . . . . . . . . . Page 52 • PA, PA(E), & PAU Series Adjustable wood to concrete post base with 1˝ stand-off fastens with anchor bolt. PA PA(E) PAU Wet Post Anchors . . . . . . . . . . . . . . Page 53 • WAS Series Wood-to-concrete post base with 1˝ stand-off installs in wet concrete. © Copyright 2013 USP Structural Connectors® • WE Series Wood-to-concrete post base installs in wet concrete. Elevated Post Bases . . . . . . . . . . . Page 54 • EBG, EPB, & EPBH Series Elevated post bases with tube support allowing for up to 1˝ clearance. • APB Series Adjustable post base allows height adjustments of post after installation. Post Anchors . . . . . . . . . . . . . . . . . . Page 55 • D & RSCH Series Light capacity post anchor nails to post and base. Column Bases . . . . . . . . . . . . . Pages 55-56 • CBSQ Series High capacity column base with 1˝ stand-off fastens to column with WS Wood Screws. WAS EBG/EPB D WE EPBH RSCH APB • KCBQ Series High capacity column base fastens to column with WS Wood Screws. • CBE Series Light capacity column base bolts or nails to column. Post Caps . . . . . . . . . . . . . . . . Pages 57-59 • EPCM & PCM Series Medium-capacity post to beam connector. • BC, C, PB, PBES, & PBS Series Light-capacity post to beam connector. CBSQ EPCM KCBQ PCM CBE BC C Caps & Bases • PBC Series Light-capacity corner post to beam connector. PB PBES PBS PBC Composite Post Bases. . . . . . . . . . Page 59 • CPB Series Elevated post base to avoid moisture from ground contact. CPB Column Caps . . . . . . . . . . . . . . Pages 60-63 • KCCQ & KECCQ Series Heavy-capacity column to beam connector fastens to column and beam with WS Wood Screws. KCCQ KECCQ 1-800-328-5934 • www.USPconnectors.com 51 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: Foundation Straps - HPAHD & PAHD42
- 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
Purlin Anchors – PA & PAI series<br />
PA series – For installation into poured concrete or concrete block walls and foundations.<br />
PAI series – For wood I-Joist applications. An expanded 3˝ on-centre nail spacing reduces splitting along<br />
I-Joist flange.<br />
Holdowns<br />
50<br />
Materials: 12 gauge<br />
Finish: G90 galvanizing<br />
Options: PA18, PA23 and PA28 are available in Triple Zinc.<br />
To order, add TZ to end of stock number, as in PA18-TZ.<br />
Codes: Load values are derived from data submitted to various<br />
North American building code evaluators.<br />
Installation:<br />
Typical PA purlin<br />
• Use all specified fasteners. See Product Notes, page 10.<br />
• Minimum concrete strength is 2,000 psi.<br />
installation<br />
• The factored resistance for bolts are based on parallel to grain loading with a 3˝ minimum<br />
member thickness. Reduce load per code requirements when minimum member thickness is<br />
not achieved.<br />
• Minimum concrete edge distance is 4˝ for PA & PAI series.<br />
• Minimum concrete block edge distance is 20˝.<br />
• Designer may specify alternate fastening schedules. Refer to Nail Specification Table on<br />
page 14 for nail shear values. Load values shall not exceed published factored resistance.<br />
• No anchor bolts are needed for achieving efficient stress transfer from framing to concrete<br />
walls or foundations.<br />
Minimum<br />
Embedment<br />
Qty Stock No. Ref. No. (in)<br />
Type Lbs kN Lbs kN Lbs kN Lbs kN<br />
DF-L S-P-F<br />
Concrete Masonry Concrete Masonry<br />
<strong>USP</strong><br />
L<br />
Min<br />
Maximum Capacity<br />
PA18<br />
PA23<br />
PA28<br />
PA35<br />
PA18<br />
PA23<br />
PA28<br />
PA35<br />
18-1/2<br />
23-3/4<br />
29<br />
35<br />
4<br />
4<br />
4<br />
4<br />
6<br />
6<br />
6<br />
6<br />
12<br />
15<br />
15<br />
15<br />
16d<br />
16d<br />
16d<br />
16d<br />
3200<br />
4175<br />
4175<br />
4175<br />
14.23<br />
18.57<br />
18.57<br />
18.57<br />
3200<br />
3770<br />
3770<br />
3770<br />
14.23<br />
16.77<br />
16.77<br />
16.77<br />
2685<br />
3505<br />
3505<br />
3505<br />
11.94<br />
15.59<br />
15.59<br />
15.59<br />
2685<br />
3165<br />
3165<br />
3165<br />
11.94<br />
14.08<br />
14.08<br />
14.08<br />
2<br />
3<br />
4<br />
4<br />
1/2<br />
1/2<br />
1/2<br />
1/2<br />
2340<br />
3380<br />
4185<br />
4185<br />
10.41<br />
15.04<br />
18.62<br />
18.62<br />
2340<br />
3380<br />
3770<br />
3770<br />
10.41<br />
15.04<br />
16.77<br />
16.77<br />
1965<br />
2840<br />
3515<br />
3515<br />
8.74<br />
12.63<br />
15.64<br />
15.64<br />
1965<br />
2840<br />
3165<br />
3165<br />
8.74<br />
12.63<br />
14.08<br />
14.08<br />
PAI18 PAI18 18-1/2 4 6 12 10d x 1-1/2 2565 11.41 2565 11.41 2155 9.59 2155 9.59<br />
PAI23 PAI23 23-1/2 4 6 18 10d x 1-1/2 3845 17.10 3770 16.77 3230 14.37 3165 14.08<br />
PAI28 PAI28 28-1/2 4 6 24 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08<br />
PAI35 PAI35 35-1/2 4 6 26 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08<br />
2x & 3x Ledger<br />
PA18<br />
PA23<br />
PA28<br />
PA35<br />
PA18<br />
PA23<br />
PA28<br />
PA35<br />
18-1/2<br />
23-3/4<br />
29<br />
35<br />
4<br />
4<br />
4<br />
4<br />
6<br />
6<br />
6<br />
6<br />
12<br />
15<br />
15<br />
15<br />
16d<br />
16d<br />
16d<br />
16d<br />
3200<br />
4175<br />
4175<br />
4175<br />
14.23<br />
18.57<br />
18.57<br />
18.57<br />
3200<br />
3770<br />
3770<br />
3770<br />
14.23<br />
16.77<br />
16.77<br />
16.77<br />
2685<br />
3505<br />
3505<br />
3505<br />
11.94<br />
15.59<br />
15.59<br />
15.59<br />
2685<br />
3165<br />
3165<br />
3165<br />
11.94<br />
14.08<br />
14.08<br />
14.08<br />
2<br />
3<br />
4<br />
4<br />
1/2<br />
1/2<br />
1/2<br />
1/2<br />
2340<br />
3380<br />
4185<br />
4185<br />
10.41<br />
15.04<br />
18.62<br />
18.62<br />
2340<br />
3380<br />
3770<br />
3770<br />
10.41<br />
15.04<br />
16.77<br />
16.77<br />
1965<br />
2840<br />
3515<br />
3515<br />
8.74<br />
12.63<br />
15.64<br />
15.64<br />
1965<br />
2840<br />
3165<br />
3165<br />
8.74<br />
12.63<br />
14.08<br />
14.08<br />
PAI18 PAI18 18-1/2 4 6 12 10d x 1-1/2 2565 11.41 1925 8.56 2155 9.59 1615 7.18<br />
PAI23 PAI23 23-1/2 4 6 18 10d x 1-1/2 3635 16.17 3635 16.17 3050 13.57 3050 13.57<br />
PAI28 PAI28 28-1/2 4 6 24 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08<br />
PAI35 PAI35 35-1/2 4 6 26 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08<br />
4x Ledger<br />
PA18<br />
PA23<br />
PA28<br />
PA35<br />
PA18<br />
PA23<br />
PA28<br />
PA35<br />
18-1/2<br />
23-3/4<br />
29<br />
35<br />
4<br />
4<br />
4<br />
4<br />
6<br />
6<br />
6<br />
6<br />
12<br />
15<br />
15<br />
15<br />
16d<br />
16d<br />
16d<br />
16d<br />
3200<br />
4175<br />
4175<br />
4175<br />
14.23<br />
18.57<br />
18.57<br />
18.57<br />
3200<br />
3770<br />
3770<br />
3770<br />
14.23<br />
16.77<br />
16.77<br />
16.77<br />
2685<br />
3505<br />
3505<br />
3505<br />
11.94<br />
15.59<br />
15.59<br />
15.59<br />
2685<br />
3165<br />
3165<br />
3165<br />
11.94<br />
14.08<br />
14.08<br />
14.08<br />
2<br />
3<br />
4<br />
4<br />
1/2<br />
1/2<br />
1/2<br />
1/2<br />
2340<br />
3380<br />
4185<br />
4185<br />
10.41<br />
15.04<br />
18.62<br />
18.62<br />
2340<br />
3380<br />
3770<br />
3770<br />
10.41<br />
15.04<br />
16.77<br />
16.77<br />
1965<br />
2840<br />
3515<br />
3515<br />
8.74<br />
12.63<br />
15.64<br />
15.64<br />
1965<br />
2840<br />
3165<br />
3165<br />
8.74<br />
12.63<br />
14.08<br />
14.08<br />
PAI18 PAI18 18-1/2 4 6 12 10d x 1-1/2 2355 10.48 1925 8.56 1975 8.79 1615 7.18<br />
PAI23 PAI23 23-1/2 4 6 18 10d x 1-1/2 3205 14.26 3205 14.26 2690 11.97 2690 11.97<br />
PAI28 PAI28 28-1/2 4 6 24 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08<br />
PAI35 PAI35 35-1/2 4 6 26 10d x 1-1/2 4595 20.44 3770 16.77 3860 17.17 3165 14.08<br />
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.<br />
<br />
3) Values are based on the use of either nails or bolts; nail and bolt values cannot be combined.<br />
4) 16d sinkers or 10d common nails may be substituted for the specified 16d common nails at 0.85 of the table loads.<br />
5) Minimum nail embedment shall be 8 nail diameters (typ).<br />
6) For alternate nail schedule and load values consult <strong>USP</strong>.<br />
7) Minimum quantity of fasteners to be installed. Product may have additional fastener holes not needed to meet published allowable load of product.<br />
Concrete<br />
Masonry<br />
8) NAILS: <br />
Fastener<br />
Schedule 4,5,6,8<br />
Factored Resistance (115%.) 1,3<br />
1-800-328-5934 • www.<strong>USP</strong>connectors.com<br />
Typical PA holdown<br />
installation<br />
4 Min. concrete<br />
20˝ Min. concrete block<br />
edge distance<br />
Ledger<br />
#4 rebar<br />
min.<br />
4˝<br />
Typical PAI<br />
I-Joist purlin<br />
face installation<br />
1 1 /2˝<br />
4 1 /2˝<br />
PAI<br />
2 1 /16˝<br />
PA<br />
L<br />
2 1 /16˝<br />
L<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®
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