PAB7 anchor bolts were developed to provide anchorage solutions for Wood Strong-Wall® shearwalls in accordance with the provisions of ACI 318-11. This code listed anchor bolt is easy to inspect; the head is stamped with a “No Equal” symbol for identification, bolt length and bolt diameter. Available in four lengths, the PAB7 provides a range of embedment options for seismic or wind solutions in cracked or uncracked concrete conditions.
ASTM F1554 Gr. 36
PAB7 Anchor Bolt
Section at Slab on Grade
Section at Curb or Stemwall
H = 13 1/2" maximum with PAB7-30 anchor bolt when de = 10".
H = 19 1/2" maximum with PAB7-36 anchor bolt when de = 10".
Section at Interior Foundation
- Anchorage designs conform to ACI 318 Appendix D and assume minimum f'
c = 2500 psi concrete, ASTM A307 or ASTM F1554, Grade 36 anchor rods and no supplementary reinforcement. High-strength anchorage design by Designer when required.
- Seismic indicates Seismic Design Category C through F. Detached 1 and 2 family dwellings in SDC C may use wind anchorage solutions. Seismic anchorage designs conform to ACI 318-05 Section D.3.3.4.
- Wind includes Seismic Design Category A and B.
- Foundation dimensions are for anchorage only. Foundation design (size and reinforcement) by Designer. The Registered Design Professional may specify alternate embedment, footing size or anchor bolt.