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INDIAN RIVER COUNTY JULY 25, 2014 <br />INTERGENERATIONAL RECREATION CENTER 100% CONSTRUCTION DOCUMENTS <br />1.03 MANUFACTURER'S SYSTEM ENGINEERING DESCRIPTION <br />A. Structural Performance: Engineer, fabricate and install telescopic gym seating systems to the following <br />structural loads without exceeding allowable design working stresses of materials involved, including <br />anchors and connections. Apply each load to produce maximum stress in each respective component of <br />each gym seat unit. <br />1. Design Loads: Comply with ICC 300 —2012 Edition <br />B. Manufacturer's System Design Criteria: <br />1. Gymnasium seat assembly; Design to support and resist, in addition to it's own weight, the following <br />forces: <br />a. Live load of 120 lbs per linear foot [162.69 N/m] on seats and decking <br />b. Uniformly distributed live load of not less than 100 lbs per sq. ft. [135.58N/m] of gross horizontal <br />projection. <br />c. Parallel sway load of 24 lbs. [32.53 N/m] per linear foot of row combined with (b.) above <br />d. Perpendicular sway load of 10 lbs. [13.56 N -m] per linear foot of row combined with (b.) above <br />2. Hand Railings, Posts and Supports: Engineered to withstand the following forces applied separately: <br />a. Concentrated load of 200 lbs. [90.72 kg] applied at any point and in any direction. <br />b. Uniform load of 50 lbs. per foot [.344 N/mm2] applied in any direction. <br />3. Guard Railings, Post and Supports: Engineered to withstand the following forces applied separately: <br />a. Concentrated load of 200 lbs. [90.72 kg] applied at any point and in any direction along top rail. <br />b. Uniform load of 50 lbs. per foot [.344 N/mm2] applied horizontally at top rail and a simultaneous <br />uniform load of 100 lbs. per foot [.689 N/mm2] applied vertically downward. <br />4. Member Sizes and Connections: Design criteria (current edition) of the following shall be the basis <br />for calculation of member sizes and connections: <br />a. AISC: Manual of Steel Construction <br />b. AISI: Specification for Design of Cold Formed Steel Structural Members <br />c. AA: Specification for Aluminum Structures <br />d. NFOPA: National Design Guide For Wood Construction. <br />1.04 SUBMITTIALS <br />A. Section Cross -Reference: Required submittals in accordance with "Conditions of the Contract" and <br />Division 1 General Requirements sections of this "Project Manual." <br />B. Project Data: Manufacturer's product data for each system. Include the following: <br />1. Project list: Ten(10) seating projects of similar size, complexity and in service for at least five (5) <br />years. <br />2. Deviations: List of deviations from these project specifications, if any. <br />TELESCOPIC BLEACHERS 12 66 13 - 3 <br />