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9.5.3.If the fabrication or erection is significantly delayed due to revi-sions to the requirements of the contract, or for other reasons thatare the responsibility of others, the Fabricator and/or Erector shallbe compensated for the additional costs incurred.9.6.Terms of PaymentThe Fabricator shall be paid for Mill Materials and fabricated prod-uct that is stored off the job site. Other terms of payment for thecontract shall be outlined in the Contract Documents.Commentary:These terms include such items as progress payments for material,fabrication, erection, retainage, performance and payment bondsand final payment. If a performance or payment bond, paid for bythe Owner, is required by contract, no retainage shall be required.Code of Standard Practice for Steel Buildings and Bridges, March 7, 2000AMERICAN INSTITUTE OF STEEL CONSTRUCTION73
APPENDIXPAGE 112SECTION 10.ARCHITECTURALLY EXPOSED STRUCTURALSTEEL10.1.General RequirementsWhen members are specifically designated as “ArchitecturallyExposed Structural Steel” or “AESS” in the Contract Documents,the requirements in Sections 1 through 9 shall apply as modified inSection 10. AESS members or components shall be fabricated anderected with the care and dimensional tolerances that are stipulatedin Sections 10.2 through 10.4. The following additional informa-tion shall be provided in the Contract Documents when AESS isspecified:(a) Specific identification of members or components that areAESS;(b) Fabrication and/or erection tolerances that are to be morerestrictive than provided for in this Section, if any; and,(c) Requirements, if any, of a mock-up panel or components forinspection and acceptance standards prior to the start of fabri-cation.Commentary:This Section of this Code defines additional requirements thatapply only to members that are specifically designated by theContract Documents as “Architecturally Exposed Structural Steel”(AESS). The rapidly increasing use of exposed Structural Steel asa medium of architectural expression has given rise to a demand forcloser dimensional tolerances and smoother finished surfaces thanrequired for ordinary Structural Steel framing.This Section of this Code establishes standards for theserequirements that take into account both the desired finishedappearance and the abilities of the fabrication shop to produce thedesired product. It should be pointed out that the term“Architecturally Exposed Structural Steel” (AESS), as covered inthis Section, must be specified in the Contract Documents if theFabricator is required to meet the fabricating standards in thisSection, and applies only to that portion of the Structural Steel soidentified.Code of Standard Practice for Steel Buildings and Bridges, March 7, 2000AMERICAN INSTITUTE OF STEEL CONSTRUCTION74
PAGE 113APPENDIXAESS requirements usually involve significant cost inexcess of that for Structural Steel that is fabricated in the absenceof an AESS requirement. Therefore, the designation AESS should
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