[SAMPLE GENERAL NOTES FOR POST-INSTALLED ANCHORS - Last updated 06/26/07]

A. Post-Installed Anchors:
*** ADD THE FOLLOWING LINE IF SECTION 03151 IS IN THE PROJECT SPECIFICATIONS ****
Refer to Specification Section 03151 for additional information on post-installed
anchors. 
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Post-installed anchors shall only be used where specified on the drawings.
Contractor shall obtain approval from Engineer of Record prior to using
post-installed anchors for missing or misplaced cast-in-place anchors.  Care shall
be given to avoid conflicts with existing rebar.  Holes shall be drilled and
cleaned per the manufacturer's instructions. Anchors shall be installed per the
manufacturer's installation instructions at not less than minimum edge distances
and/or spacings indicated in the manufacturer's literature. Unless specified
otherwise, anchors shall be embedded in the appropriate substrate with a minimum
embedment of 8 times the nominal anchor diameter or the embedment required to
support the intended load.  Substitution requests, for products other than those
listed below, shall be submitted to the Engineer with calculations that are
prepared & sealed by a registered Professional Engineer showing that the
substituted product will achieve an equivalent capacity using the appropriate
design procedure required by the Building Code. Contact Simpson Strong-Tie at
(800)999-5099 for product related questions and availability.  

Acceptable products:

1) "Cracked Concrete" Expansion Anchors (designed per ACI 318, Appendix D):
    a) "Strong-Bolt" by Simpson Strong-Tie.
2) Expansion Anchors:
    a) "Wedge-All" by Simpson Strong-Tie.
3) Adhesive Anchors:
    a) "Acrylic-Tie" or "SET Epoxy-Tie" by Simpson Strong-Tie.
4) Screw Anchors:
    a) "Titen HD" by Simpson Strong-Tie.