AC5

5" 16 Gauge Framing Angles / Angle Clips

Manufacturer
USP Structural Connectors

Part Number
AC5

Retail UPC
AC5

Packaging Units:


EA	1.0000
CTN	100.0000

Product Availability:

Sterling, MA:

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Details
Specifications

Details

Features staggered nail patterns which reduces wood splitting and allows installation on both sides of the supported member.

Specifications

16 Gauge Steel
1-5/16" x 2-3/8" x 4-7/8" (W1xW2xL )
Fasteners Required:
- Using 10d nails:
  - Header: (3) 10d nails
  - Joist: (3) 10d nails
- Using 16d nails:
  - Header: (3) 16d nails
  - Joist: (3) 16d nails
Allowable Loads (DF-L/SP):
- Using 10d nails:
  - F1 100%: 340 lbs.
  - F1 115%: 390 lbs.
  - F1 125%: 425 lbs.
  - F1 160%: 540 lbs.
  - F2 100%: 340 lbs.
  - F2 115%: 390 lbs.
  - F2 125%: 425 lbs.
  - F2 160%: 540 lbs.
  - F3 100%: 155 lbs.
  - F3 115%: 180 lbs.
  - F3 125%: 195 lbs.
  - F3 160%: 250 lbs.
- Using 16d nails:
  - F1 100%: 380 lbs.
  - F1 115%: 440 lbs.
  - F1 125%: 475 lbs.
  - F1 160%: 610 lbs.
  - F2 100%: 380 lbs.
  - F2 115%: 440 lbs.
  - F2 125%: 475 lbs.
  - F2 160%: 610 lbs.
  - F3 100%: 175 lbs.
  - F3 115%: 205 lbs.
  - F3 125%: 220 lbs.
  - F3 160%: 280 lbs.
Allowable Loads (S-P-F):
- Using 10d nails:
  - F1 100%: 290 lbs.
  - F1 115%: 335 lbs.
  - F1 125%: 365 lbs.
  - F1 160%: 465 lbs.
  - F2 100%: 290 lbs.
  - F2 115%: 335 lbs.
  - F2 125%: 365 lbs.
  - F2 160%: 465 lbs.
  - F3 100%: 100 lbs.
  - F3 115%: 115 lbs.
  - F3 125%: 125 lbs.
  - F3 160%: 160 lbs.
- Using 16d nails:
  - F1 100%: 325 lbs.
  - F1 115%: 375 lbs.
  - F1 125%: 410 lbs.
  - F1 160%: 520 lbs.
  - F2 100%: 325 lbs.
  - F2 115%: 375 lbs.
  - F2 125%: 410 lbs.
  - F2 160%: 525 lbs.
  - F3 100%: 115 lbs.
  - F3 115%: 130 lbs.
  - F3 125%: 145 lbs.
  - F3 160%: 185 lbs.
Code References: 8, F14, R9

* Allowable loads have been increased 60% for wind and seismic loads; no further increase shall be permitted.
* Minimum nail embedment shall be 1-1/2" for 10d nails
* Loads are shown per angle, and may be doubled if installed in pairs. When using a single angle, joist must be constrained from rotation.
* For 1-1/2" lumber, use 0.98 of table load for 10d nails and 0.92 for 16d nails.