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2014-200C (2)
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2014-200C (2)
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Last modified
6/20/2018 12:10:19 PM
Creation date
10/5/2015 1:22:21 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
12/09/2014
Control Number
2014-200C
Agenda Item Number
12.F.1 (2 of 2 docs)
Entity Name
Kast Construction Company, LLC
Subject
Intergenerational Recreation Center
Contract and Specifications
Area
South County Regional Pari
Supplemental fields
SmeadsoftID
14251
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INDIAN RIVER COUNTY JULY 25, 2014 <br />INTERGENERATIONAL RECREATION CENTER 100% CONSTRUCTION DOCUMENTS <br />D. Galvanizing Repair Paint: ASTM A 780. <br />2.2 PRIMERS <br />A. Primer: SSPC-Paint 15, or manufacturer's standard shop primer complying with performance <br />requirements in SSPC-Paint 15. <br />2.3 K -SERIES STEEL JOISTS <br />A. Manufacture steel joists of type indicated according to "Standard Specifications for Open Web <br />Steel Joists, K -Series" in SJI's "Specifications," with steel -angle top- and bottom -chord <br />members, underslung ends, and parallel top chord. <br />1. Joist Type: K -series steel joists and KCS -type K -series steel joists. <br />B. Steel Joist Substitutes: Manufacture according to "Standard Specifications for Open Web Steel <br />Joists, K -Series" in SJI's "Specifications," with steel -angle or -channel members. <br />C. Comply with AWS requirements and procedures for shop welding, appearance, quality of welds, <br />and methods used in correcting welding work. <br />D. Provide holes in chord members for connecting and securing other construction to joists. <br />E. Top -Chord Extensions: Extend top chords of joists with SJI's Type S top -chord extensions <br />where indicated, complying with SJI's "Specifications." <br />F. Extended Ends: Extend bearing ends of joists with SJI's Type R extended ends where <br />indicated, complying with SJI's "Specifications." <br />G. Do not camber joists. <br />H. Equip bearing ends of joists with manufacturer's standard beveled ends or sloped shoes if joist <br />slope exceeds 1/4 inch per 12 inches. <br />2.4 LONG -SPAN STEEL JOISTS <br />A. Manufacture steel joists according to "Standard Specifications for Longspan Steel Joists, LH - <br />Series and Deep Longspan Steel Joists, DLH-Series" in SJI's "Specifications," with steel -angle <br />top- and bottom -chord members; of joist type and end and top -chord arrangements as <br />indicated. <br />B. Comply with AWS requirements and procedures for shop welding, appearance, quality of welds, <br />and methods used in correcting welding work. <br />C. Provide holes in chord members for connecting and securing other construction to joists. <br />D. Camber long -span steel joists according to SJI's "Specifications." <br />E. Equip bearing ends of joists with manufacturer's standard beveled ends or sloped shoes if joist <br />slope exceeds 1/4 inch per 12 inches. <br />STEEL JOIST FRAMING 052100-3 <br />
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