Anchors And Ties For Masonry
Found 6 free book(s)
530.1-02 Specification for Masonry Structures
freiburgerconsulting.comMasonry construction and materials shall conform to all requirements of "Specification for Masonry Structures (ACI 530.1/ASCE 6/TMS 602)," published by The ... 2.4 E Stainless steel Specify when stainless steel joint reinforcement, anchors, ties, and/or accessories are required.
MIW Pocket Guide - Masonry Institute of Washington
www.masonryinstitute.comE 754: Test Method for Pullout Resistance of Ties and Anchors Embedded in Masonry Mortar Joints Pavers C 410: Specification for Industrial Floor Brick C 902: Specification for Pedestrian and Light Traffic Paving Brick C 936: Specification for Solid Concrete Interlocking Paving Units 12.
APPLICANT MUST COMPLETE
www.aacounty.orgExpansion anchors must be installed per manufacturer's instructions and shall be equipped with washers. Adhesive anchors. The adhesive anchors with a minimum ½-inch diameter threaded rod shall be used when attaching to hollow masonry. Adhesive anchors are also permitted with concrete or solid masonry installations.
W FlooR Foundations - APAwood.org
www.apawood.orgsuch as those supporting exterior shear walls, the masonry piers must be designed accordingly, typically reinforced with vertical steel rods (rebar) and concrete fill. Anchors or straps to resist uplift are “wet-set” into the piers, secured by the concrete fill. The specification of masonry piers provides for precise
Building Code Requirements for Masonry Structures
cdnassets.hw.netNov 28, 2012 · structural adequacy of masonry construction requires that the compressive strength of masonry equals or exceeds the specified strength. Masonry design by prescriptive approaches relies on rules and masonry compressive strength need not be verified. 1.2.4 The contract documents shall be consistent with design assumptions.
CMU CAD Details
autocaddetails.net12 brick with brick ties rer 7 manufacturer's srecificatioins. 8 9 13. 1/2" x 15" anchor bolts, 6'-0")13) oc., 12" from corners. 14. flashing with weer holes @ 12 20 19 48" o.c. 15. fiinished grade. 15 16. (4) #4 rebars all in solid footing 3" off bottom. 17. tyrical 4" concrete rost, 4'-0" o.c. uxider cj load-beariing walls. 18. comracted ...