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2008-276 C
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2008-276 C
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Last modified
4/11/2016 10:25:39 AM
Creation date
10/1/2015 12:34:25 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
09/09/2008
Control Number
2008-276 C
Agenda Item Number
8.DD
Entity Name
Interstate Engineering Corp.
Subject
South RO Water Treatment Plant Improvements Technical Specifications
Area
South RO Water Treatment Plant
Project Number
UCP2859
Bid Number
2008027
Supplemental fields
SmeadsoftID
7557
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F. Perform job site cutting of masonry units with proper tools to provide straight, clean, <br /> unchipped edges . Prevent broken <br /> masonry unit corners or edges. <br /> G. Mortar joints shall be full between unit face shells. No gaps in mortar joints are permitted. <br /> All gaps shall be corrected and filled as work progresses . <br /> 3 .04 REINFORCEMENT AND ANCHORAGES - REINFORCED UNIT MASONRY <br /> A . Install horizontal joint reinforcement 16 inches on center . <br /> B . Place masonry joint reinforcement in first horizontal joints above and below openings _ <br /> Extend minimum 24 inches each side of opening . <br /> C . Lap joint reinforcement ends minimum 6 inches . Extend minimum 24 inches each side of <br /> openings without lap joints. <br /> D . Support and secure reinforcing bars from displacement. Maintain position within 1 /2 inch of <br /> dimensioned position . <br /> E. Anchors: 24 inches oc where unit masonry abuts existing masonry and concrete. <br /> F. Wall ties : Bond intersecting interior walls with wall ties at each course (where continuous <br /> reinforcing is not provided). <br /> 3 .05 LINTELS <br /> A. Install precast concrete lintels over window openings, louver openings, door openings and <br /> pipe openings as required. <br /> Be Maintain minimum 6 inch bearing on each side of opening. <br /> 3 .06 ENGINEERED MASONRY <br /> A. Lay masonry units with core cells vertically aligned and cavities between wythes clear of <br /> mortar and unobstructed. <br /> Be Place mortar in masonry unit bed joints back 1/4 inch from edge of unit grout spaces, bevel <br /> back and upward. Permit mortar to cure 7 days before placing grout, <br /> C. Reinforce masonry unit cores and cavities with reinforcement bars and grout as indicated <br /> below (unless otherwise noted on the Plans) . <br /> 1 . First cell of blocks abutting joints of door frames. <br /> 2. One cell at free end of partitions and walls. <br /> 3 . At bearing points, fill masonry cells with grout minimum one cell. <br /> 044572017 <br /> 04340-4 <br />
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