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� . <br /> � Page 2 <br /> STRUCTURAL SPECIFICATION <br /> $WEATT RESIDENCE <br /> WAYZATA MN <br /> ARCHISTRUCTURES #9512-3 <br /> SECTION <br /> 01010 2•O] SUBSTITUTIONS <br /> S U M MA RY O F T H E W O R K A. Materials and work described in this <br /> specification and in the construction documents <br /> shall establish the standard for any substitution. <br /> PART 1:GENERAL B. When the name of a manufacturer is specified, <br /> whether or not the name is followed by the term <br /> 1.01 DESCRIPTION OF THE WORK "or equal," any substitutions shall be approved <br /> by the engineer. <br /> A. Work included: This structural specification <br /> covers the materials and construction related to <br /> structural framing for Sweatt Residence. PART 3:CONSTRUCTION <br /> B. Work not included: This structural specifica- 3.01 USE OF CONSTRUCTION DOCUMENTS <br /> tion does not cover non-structural elements of <br /> the project, such as architectural, mechanical A. Field conditions: Contractor shall verify all <br /> and electrical work. field conditions. Report any error, omission, or <br /> inconsistency between existing conditions and <br /> 1.02 QUALITY ASSURANCE the construction documents to the engineer prior <br /> to construction. <br /> A. Governing building codes: All work described <br /> in this specif►cation and in the construction B. Discrepancies: Contractor shall review the <br /> drawings shall be performed in accordance with structural specifications and other structural <br /> the following codes: documents prior to construction. Report any <br /> discrepancies or omissions within them - or <br /> • The 1995 Minnesota State Building Code between them and other non-structural <br /> (MSBC). specifications and documenu - prior to <br /> construction. <br /> • Intemational Conference of Building <br /> Officials (ICBO), 1994 Uniform Building C. Document redundancy: 'The structural <br /> Code (UBC) and 1994 Dwel[ing materials and work required for this project may <br /> Construction under the Uniform Building be described either in the specifications or in the <br /> Code, as adopted by the MSBC. construction drawings, but not necessarily in <br /> both documents. <br /> B. Local codes and ordinances: All work shall <br /> also be performed in accordance with the 3.02 SAFETY <br /> requirements of any local governing authorities <br /> having jurisdiction. These requirements shall A. The contractor shall be responsible for the <br /> prevail, if more restrictive than the building safety of persons on the site and adjacent <br /> codes. properties, as well as compliance with all local, <br /> state and federal safety regulations during <br /> C. Other standards: It is the intent of these construction. <br /> construction documents that all work shall be of <br /> "good" and "custom" quality, performed 3.03 FORMWORK,SHORING&BRACING <br /> according to best practices of the trade, <br /> manufacturers' product recommendations, and A. The contractor shall be responsible for the <br /> any addi[ional standards mentioned in this design and erection of all formwork, shoring, <br /> specification. and temporary bracing required for construction <br /> until the project is complete.Any stockpiling of <br /> materials on the structural framing is at <br /> PART 2: MATERIALS contractor's own risk. <br />