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GLASS ANO GLAZING <br />1.4 DELIVERY STORAGE AND HANDLING <br />SECTION OB 81 00 - 2 <br />A. Store and handle products in accordance witli writlen recommendations of manufacturer. and <br />fabricator, and to prevent damage to glass, including edges. <br />B. For insulating•glass units Ihal will be exposed to substantial altitude changes, comply vaith <br />insulating-glass manulacturer's �vritlen recommendations tor venGng and sealing to avoid <br />hennetic seal rupWres <br />1.5 WARRANTY <br />A. Special Warranly: Signed by the Fabricator, and agree to provide replacemenis for defective <br />glazing al no cost to the Owner for the glazing assembly types and time periods below. <br />Defective glazing includes, but is not limited to, alteration in the optical qualities, adhesive and <br />cohesive failure of laminations and coatings, and (ailure due to weakening edge characteristics <br />shown in Figure 16 of FGMA Glazing Manual, as determined by ihe Architect. <br />1. Insulating Glazing Units: Ten years tor vertical glazing (including performance oi low-e <br />coating), and tive years for sloped glazing. <br />2. Coated Glass: Ten years tor coated glass. <br />3. Laminated Glazing: Five years against delamination. breakage and appearance change <br />exceeding that described by the manutacWrer's IiteraWre. <br />PART2 PRODUCTS <br />2.1 SYSTEM DESCRII'TION <br />A. Design Reyuirements: Glazing when installed in the required assembly capable oi <br />withstanding the stresses imparted in accordance with the Per(ormance Requirements, WAC <br />51-50 Chapter 24 Glass and Glazing requirements, and service conditions reasonably <br />antiapated tor the Work wilhout deterioration, damage or failure. <br />t. Contractor shall analyze Project loads, glazing assembly sizes and configurations and in- <br />service conditions and provide glass o( the �hickness and type required for each assembly <br />as necessary to comply with ASTM E 1300 (or required criteria. Excluding laminated <br />assemblies monolithic glass shall not be less than 0.25 inch thick. Provide heavier <br />glazing and heat treated glass as necessary lo resist stresses. <br />2. Glazing in Hazardous Location as delined in ihis Section shall comply with Pertormance <br />Requirements for Safety Glazing. <br />Per(ormance Requirements: For loads conlorming to the criteria in the General Structural <br />notes on S101 and as tollows. <br />2. <br />3. <br />4. <br />5. <br />6. <br />2930 <br />Dellection Limit: Short side glass edge length in inches multiplied by 0.0057143, but in no <br />case greater lhan 0.75 inch under required wind load. <br />Probability o( Breakage fo� Vertical Glazing: 8 lights per 1000 ior lights set not more ihan <br />15 degrees oli vertical and under wind action with 60 second load duration. <br />Probability of Breakage for Sloped Glazing: 1 light per 10001or lights set more Ihan 15 <br />degrees oif vertical and under wind load wilh 60 second duration, excopt 5 days (or snow <br />load, and as necessary to comply with W AC 51-50 2404.2. <br />Glass Guards: Safety factor of four per WAC 51-50 2407.1.1. <br />Thermal Dillerential: Accommodate temperafure range irom 20 to t20 degrees F. <br />Safety Glazing: ANSI Z97.1 and testing requirements of 16 CFR I'art 1201 for category II <br />materials. Field applied films are not acceptable lor compliance wi�h this requirement. <br />EVERETT COMMUNITY COLLEGE <br />INDEX HALL REPLACEMENT <br />CONSTRUCTION DOCUMENTS • BID SET <br />062211 <br />