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Attachment A - 2015-3-13_Samson Park Technical Specifications
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Attachment A - 2015-3-13_Samson Park Technical Specifications
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SAMSON OCEANFRONT PARK <br />CITY OF SUNNY ISLES <br />TECHNICAL SPECIFICATIONS <br />UNIT MASONRY 040500-2 <br /> <br />1.05 <br /> <br />SUBMITTALS: <br />A. General: Submit the following in accordance with Conditions of Contract and Division I <br />Specification Sections. <br /> <br />B. Product data for each different masonry unit, accessory, reinforcement, and other manufactured <br />products including certification that each type complies with specified requirements, including fire <br />rating. <br /> <br />C. Shop Drawings for reinforcing detailing, fabrication, bending, and placement of unit masonry <br />reinforcing bars. Comply with ACI 315 "Details and Detailing of Concrete Reinforcing" showing <br />bar schedules, stirrup spacing, diagrams of bent bars, and arrangement of masonry reinforcement. <br /> <br />D. Samples for verification purposes of the following: <br />1. Submit two (2) full-size units for each different exposed masonry unit required showing <br /> full range of exposed color, texture, and dimensions to be expected in completed <br /> construction. <br /> <br />E. Certificates: Submit manufacturer's certificates indicating full compliance with these <br />Specifications. <br /> <br />1.06 <br /> <br />QUALITY ASSURANCE: <br />A. Fire Performance Characteristics: Where indicated, provide materials and construction identical to <br />those of assemblies whose fire resistance has been determined per ASTM E 119 by a testing and <br />inspecting organization, by equivalent concrete masonry thickness, or by other means acceptable <br />to authorities having jurisdiction. <br /> <br />B. Single-Source Responsibility for Masonry Units: Obtain exposed masonry units of uniform texture <br />and color, or a uniform blend within ranges accepted for these characteristics, from one <br />manufacturer for each different product required for each continuous surface or visually related <br />surfaces. <br /> <br />C. Masonry Construction shall conform to ACI 530.1 Specification and requirements of the National <br />Concrete Masonry Association (NCMA). <br /> <br />D. Field-Constructed Mock-Ups: At least 60 days prior to installation of unit masonry, erect sample <br />wall panels representative of completed unit masonry work required for the project with respect to <br />qualities of appearance, materials and construction. Erect panels using coursing and tooling of <br />joints shown or specified. Obtain Architect acceptance of mock-up wall panel prior to beginning <br />work. <br />1. Build mock-ups for the following types of masonry in sizes of approximately 4 ft (1.2 m) <br /> long by 4 ft (1.2 m) high by full thickness, including face and backup wythes as well as <br /> accessories. <br />a. Each exterior type with substrate <br />b. Each interior type with substrate <br />2. Notify Architect one week in advance of the dates and times when mock-ups will be <br /> erected. <br />3. Protect mock-ups from the elements with weather-resistant membrane <br />4. Retain and maintain mock-ups during construction in undisturbed condition as standard <br /> for judging completed unit masonry construction. When directed by Architect, demolish <br /> and remove mock-ups from Project site. <br />5. No work shall be started on the building walls until the Owner and Architect have <br /> approved sample wall. <br />
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