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2004-013.C
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2004-013.C
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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 03420 - PRECAST CONCRETE LINTELS <br /> PART 1 - GENERAL <br /> ' 1 . 01 DESCRIPTION OF WORK <br /> Furnish and install all required Precast Lintels and Door Headers in the locations called <br /> ' out on the architectural and structural drawings as manufactured by WEKIWA <br /> CONCRETE PRODUCTS , INC . or an approved equal . Lintels available through CSR <br /> ' Rinker. <br /> 1 . 02 RELATED WORK SPECIFIED ELSEWHERE <br /> ' Concrete Section 03010 <br /> Concrete Formwork Section 03100 <br /> Concrete Reinforcement Section 03200 <br /> ' Cast in place Concrete Section 03300 <br /> 1 . 03 QUALITY ASSURANCE <br /> ' A . ASTM Standards (Latest Editions) : <br /> 1 . ASTM A615 (Grade 40) for reinforcing bars . <br /> 2 . ASTM A416 , 7 wire for prestress strands . <br /> ' B . ACI StandardsLa <br /> ( test Editions) : <br /> 1 . ACI 315 , Detail Reinforcement. <br /> ' 2 . Concrete Operations shall comply with ACI Standards . <br /> 3 . Design and Construction shall conform to the specification of the national <br /> ' concrete masonry association and ACI 530 , <br /> 4 , ACI 318 -95 , Building Code Requirements for Structural Concrete . <br /> ' C . Standard Building Code, latest edition. <br /> D . American Society of Civil Engineers minimum design loads for Buildings and <br /> ' Other Structures (ASCE 7-95) . <br /> PART 2 - PRODUCTS <br /> 2 . 01 CONCRETE <br /> A . Concrete Compressive Strength at 28 days : <br /> ' 1 . Pre-cast w/standard reinforcement- 3500 PSI . <br /> 2 . Pre-cast w/prestress reinforcement- 5000 PSI . <br /> ' 3 . Concrete Fill (placed in field) - 3000 PSI . <br /> 2 . 02 MASONRY <br /> t A. Minimum masonry unit strength fm 1250 PSI . <br /> B . Mortar shall be type- S . <br /> 03420- 1 <br />
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