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2004-013.C
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2004-013.C
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Entry Properties
Last modified
8/18/2016 10:05:33 AM
Creation date
9/30/2015 7:14:24 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/13/2004
Control Number
2004-013.C
Agenda Item Number
11.I.1
Entity Name
Barth Construction
Subject
North County Regional Park Volume II
Contract and Specifications
Area
North County Regional Park
Project Number
0399
Bid Number
6038
Archived Roll/Disk#
3209
Supplemental fields
SmeadsoftID
3589
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SECTION 04230 - REINFORCED UNIT MASONRY <br /> A . Materials: <br /> ' Block : ASTM C-90-70, cured 28 days <br /> Y <br /> Mortar: Type " S " (ASTM C 270-71 ) <br /> Lime : ASTM C 207- 76 <br /> Sand : Clean Masons Sand <br /> ' Water : Potable <br /> B . General Requirements : <br /> ' 1 . Set blocks with 3 /8 " full , flush joints in running bond . Use a masonry interlock <br /> (50% masonry bond) at all intersecting walls where possible . All work not plumb, <br /> true and accurate shall be replaced. <br /> 2 . Store all materials off the ground and protect from all dirt and foreign material . <br /> 3 . Re-temper as required to maintain initial consistency. Do not allow the mortar to <br /> stand more than one ( 1 ) hour without retempering . Discard the mortar if it has <br /> begun to set . <br /> 4 . Provide Dur-O -Wall , (or approved equal) , truss-type, horizontal reinforcing at <br /> ' every other block course . At door and window openings, provide continuous Dur- <br /> O-Wall horizontal reinforcing at the first and second block courses above and <br /> below the opening or extend the reinforcing back a minimum of two (2) feet from <br /> the opening . Extend Dur-O-Wall reinforcing 1 - 1 /2 " into concrete columns . Lap <br /> splices shall not be less than 6 " . <br /> ' 5 . All cells designated on the drawings to be filled with concrete are to be kept clean <br /> of any and all debris . Provide inspection/clean-out holes at the bottom course . <br /> 6 . All lintels shall have a minimum of eight (8 ) inches of bearing length. <br /> ' * * * END OF SECTION * * * <br /> ' 04230- 1 <br />
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