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section 042200 - concrete unit masonry - Victor Valley College

section 042200 - concrete unit masonry - Victor Valley College

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1. Include test reports for mortar mixes required to comply with property specification. Testaccording to ASTM C 109/C 109M for compressive strength, ASTM C 1506 for waterretention, and ASTM C 91 for air content.2. Include test reports, according to ASTM C 1019, for grout mixes required to comply withcompressive strength requirement.E. Statement of Compressive Strength of Masonry: For each combination of <strong>masonry</strong> <strong>unit</strong> typeand mortar type, provide statement of average net-area compressive strength of <strong>masonry</strong> <strong>unit</strong>s,mortar type, and resulting net-area compressive strength of <strong>masonry</strong> determined according toTables 1 and 2 in ACI 530.1/ASCE 6/TMS 602.F. Cold-Weather and Hot-Weather Procedures: Detailed description of methods, materials, andequipment to be used to comply with requirements.1.7 QUALITY ASSURANCEA. Testing Agency Qualifications: Qualified according to ASTM C 1093 for testing indicated.B. Source Limitations for Masonry Units: Obtain exposed <strong>masonry</strong> <strong>unit</strong>s of a uniform texture andcolor, or a uniform blend within the ranges accepted for these characteristics, from single sourcefrom single manufacturer for each product required.C. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality,including color for exposed <strong>masonry</strong>, from single manufacturer for each cementitiouscomponent and from single source or producer for each aggregate.D. Masonry Standard: Comply with ACI 530.1/ASCE 6/TMS 602 unless modified byrequirements in the Contract Documents.E. Mockups: Build mockups to verify selections made under sample submittals and todemonstrate aesthetic effects and set quality standards for materials and execution.1. Approved mockups may become part of the completed Work if undisturbed at time ofSubstantial Completion.PART 2 - PRODUCTS2.1 MASONRY UNITS, GENERALA. Defective Units: Referenced <strong>masonry</strong> <strong>unit</strong> standards may allow a certain percentage of <strong>unit</strong>s tocontain chips, cracks, or other defects exceeding limits stated in the standard. Do not use <strong>unit</strong>swhere such defects will be exposed in the completed Work.B. Fire-Resistance Ratings: Where indicated, provide <strong>unit</strong>s that comply with requirements for fireresistanceratings indicated as determined by testing according to ASTM E 119, by equivalent<strong>masonry</strong> thickness, or by other means, as acceptable to authorities having jurisdiction.<strong>Victor</strong> <strong>Valley</strong> Comm<strong>unit</strong>y <strong>College</strong> DistrictNew Science/Health BuildingOutline SpecificationsCONCRETE UNITMASONRY<strong>042200</strong> - 3

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