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2. Steel Structures Painting Manual, Volume 2, Systems and Specifications.<br />

Section 05100<br />

Page 2<br />

1.03. SUBMITTALS<br />

A. Shop Drawings: Submit detailed shop and installation drawings showing shop and erection details including<br />

member sizes, grades of materials, details of fabrication and erection, and end connections.<br />

1. Do not begin fabrication of materials prior to review of shop drawings.<br />

2. Review of shop drawings is for member sizes, spacings, detail, and general compliance with Contract<br />

Documents only.<br />

3. Material quantities, lengths, fit, verification of job conditions and coordination with other trades are<br />

responsibility of Contractor.<br />

4. Reproductions of Contract Drawings shall not be used for shop drawings.<br />

B. Erection Procedure: Submit descriptive data illustrating general procedure for erection of structural steel<br />

including sequence of work, proposed schedule and details of temporary staying and bracing.<br />

C. Submit Mill Certifications showing compliance of materials with ASTM and AISC Specifications.<br />

D. Submit Mill Certifications (Manufacturer's Inspection Certificates) for bolts, nuts and washers.<br />

E. Submit manufacturer’s data sheets or certified test results indicating compliance with requirements for<br />

manufactured components.<br />

F. Recycled Content:<br />

1. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per<br />

unit of product.<br />

2. Indicate material cost of product less labor included in project.<br />

3. If recycled content product is part of an assembly, indicate the percentage of recycled content product in<br />

the assembly by weight.<br />

G. Local / Regional Materials:<br />

1. Sourcing location(s): Indicate location of extraction, harvesting, and recovery; indicate distance between<br />

extraction, harvesting, and recovery and the project site.<br />

2. Manufacturing location(s): Indicate location of manufacturing facility; indicate distance between<br />

manufacturing facility and the project site.<br />

3. Product Value: Indicate dollar value of product containing local/regional materials; include materials cost<br />

only.<br />

4. Product Component(s) Value: Where product components are sourced or manufactured in separate<br />

locations, provide location information for each component. Indicate the percentage by weight of each<br />

component per unit of product.<br />

H. Submit information on EPA Waste Minimization Priority Chemicals associated with products provided under<br />

work of this Section. For each Priority Chemical, indicate whether the Priority Chemical is produced as a byproduct<br />

during manufacture and whether it is contained in the final product. Indicate amount produced during<br />

manufacture and the amount contained in final product in terms of percentage by weight per unit of product.<br />

1.04. QUALIFICATIONS<br />

A. Arc-Welding: Welding procedures and techniques, welders and tackers shall be qualified in accordance with<br />

AWS D1.1.<br />

1. Welders to be employed on Work shall maintain current AWS certification throughout duration of<br />

Project.<br />

2. If requested by Architect, submit identifying stenciled test coupons made by operator whose workmanship<br />

is subject to question, and if reasonable doubt of proficiency exists, welder shall be re-qualified and<br />

certified by independent testing laboratory at no additional expense to Owner.<br />

3. Work suspected of deficient quality may be subject to removal of coupons from any location on any joint<br />

for testing. Remove sections of welds found defective and properly rewelded before proceeding with<br />

work.<br />

B. Steel Fabricator: not less than 5 years of experience in fabrication of structural steel.<br />

C. Steel Erector: not less than 5 years of experience in erection of structural steel.<br />

1.05. PRODUCT DELIVERY, STORAGE AND HANDLING<br />

A. Coordinate delivery of anchor bolts and other anchorage assemblies to be embedded in concrete or masonry<br />

construction. Provide setting drawings, instructions and templates required for proper placement of anchor<br />

bolts and embeds.<br />

B. Sequence shipments of fabricated steel to expedite erection and minimize field handling of material.<br />

NAPA CENTURY CENTER XD 12<br />

#165582

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