Specifications - State of Delaware

SECTION 051200 - STRUCTURAL STEEL FRAMING: continued
D. Research Council on Structural Connections:
1. Specification for Structural Joints Using ASTM A325 or A490 Bolts, 2004.
E. SSPC - The Society for Protective Coatings:
1. SSPC-QP 3 (2000) (Revised 2004) - Standard Procedure for Evaluating Qualifications of
Shop Painting Applicators.
1.04 DEFINITIONS:
A. Structural Steel: Elements of structural-steel frame, as classified by AISC 303, "Code of
Standard Practice for Steel Buildings and Bridges."
1.05 SUBMITTALS:
A. Product Data: For each type of product indicated.
B. LEED Submittals:
1. Product Data for Credit MR 4: For products having recycled content, documentation
indicating percentages by weight of postconsumer and preconsumer recycled content.
Include statement indicating cost for each product having recycled content.
2. Product Data for Credit MRc5: For products and materials complying with requirements
for regional materials, submit documentation indicating location and distance from
Project of material manufacturer and point of extraction, harvest, or recovery for each
raw material. Include statement indicating cost for each regional material and the
fraction by weight that is considered regional.
3. Product Data for Credit IEQ 4.1: For grout products submit manufacturer's
documentation stating that products do not exceed the VOC limits of South Coast Air
Quality Management District (SCAQMD) Rule 1168, effective July 1, 2005 and
amendment of January 7, 2005.
C. Shop Drawings: Show fabrication of structural-steel components.
1. Include details of cuts, connections, splices, camber, holes, and other pertinent data.
2. Include embedment drawings.
3. Indicate welds by standard AWS symbols, distinguishing between shop and field welds,
and show size, length, and type of each weld. Show backing bars that are to be removed
and supplemental fillet welds where backing bars are to remain.
4. Indicate type, size, and length of bolts, distinguishing between shop and field bolts.
1.06 INFORMATIONAL SUBMITTALS:
A. Qualification Data: For qualified Installer and fabricator.
B. Welding certificates.
C. Paint Compatibility Certificates: From manufacturers of topcoats applied over shop primers,
certifying that shop primers are compatible with topcoats.
D. Mill test reports for structural steel, including chemical and physical properties.
E. Product Test Reports: For the following:
1. Bolts, nuts, and washers including mechanical properties and chemical analysis.
2. Shop primers.
3. Nonshrink grout.
1.07 QUALITY ASSURANCE:
A. Fabricator Qualifications: A qualified fabricator that participates in the AISC Quality
Certification Program and is designated an AISC-Certified Plant, Category STD.
B. Installer Qualifications: A qualified installer who participates in the AISC Quality
Certification Program and is designated an AISC-Certified Erector, Category CSE.
051200-2 DEAN051200.DOC