Masonry Magazine June 1983 Page. 20
MASONRY PANELS
continued from page 19
shims and joint spacers, as required, after fastening and before sealing.
# PANEL ERECTION TOLERANCES
A. Reference lines for erection of all panels shall be from the exterior face of "Prefabricated Masonry Panels."
B. Based on production dimensions, face of the erected panel shall not exceed 4 inch, plus or minus, from reference line.
C. Based on production dimensions, elevation of the erected panel shall not exceed 4 inch, plus or minus, from specified elevation.
D. Based on production dimensions, surface to surface of adjacent panel shall not exceed % inch, plus or minus.
E. All joints between erected panels shall not exceed ½ inch, plus or minus ½ inch.
# PREFABRICATED MASONRY PANEL REPAIR
A. Any chipped corners or edges or structural damage of the erected masonry panels shall be repaired by an experienced and qualified personnel in a manner acceptable to the Architect.
# SEALANT
A. Sealant and sealant back-up shall be installed as specified in the SEALANT Section of the Specifications.
CAVEAT-Every effort has been made to ensure that this "Recommended Practice and Guide Specification" is current, accurate and complete. Neither the Mason Contractors Association of America nor any of its committees, officers or staff assume any liability arising out of the use of this document.
Architects Hendrick & Mock Honored
Hendrick & Mock Architects, San Diego, Calif., have been honored with a Red Ribbon Award (honorable mention) for its design of the new tower & convention facilities at the Sheraton-Harbor Island Hotel. The award was given by the Society of American Loadbearing masonry is one of the design features utilized by Hendrick & Mock in the Sheraton-Island Harbor Hotel. Registered Architects as part of its nationwide design competition. The new 120-ft. tower addition was designed to blend with the existing 500-room high-rise hotel. The project is part of a $30 million expansion and renovation program.
John R. Mock, a principal of the firm, was among the speakers addressing MCAA's 33rd International Masonry Conference in San Diego, February 20-24.
NEW AA VENEER ANCHORS
provide tension and compression restraint
AA 314
AA 401U
with AA 400
AA 401C
with 304H
AA 401J-1
Patent Pending
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WIRE PRODUCTS COMPANY
6100 S. New England Ave., Chicago, IL 60638
Phone: (312) 586-6700
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30 Millwick Dr., Weston, Ontario Tel. Area (416) 749-1010
20 MASONRY-MAY/JUNE, 1983