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GENERAL REQUIREMENTS <br />Refer to subsequent plan and detail notes for variations and requirements specific to referenced project <br />NOTE PRIORITIES: Notes on the individual drawings govern over notes on this sheet. <br />SPECIFICATIONS: Refer to the specifications for information in addition to that contained in these notes <br />and the structural drawings. <br />STRUCTURAL DETAILS: The structural drawings are intended to show the general character and extent of <br />the project. They are not intended to show all details of the work. Details noted "typical" apply to <br />similar work throughout the project unless noted separately. <br />STRUCTURAL RESPONSIBILITIES: The structural engineer is responsible for the strength and stability of the <br />primary structure in its completed form. <br />CONTRACTOR RESPONSIBILITIES: The contractor is responsible for the means and methods of construction <br />and all job related safety standards (i.e. OSHA or Federally approved State plan). The contractor is <br />responsible for the strength and stability of the structure during construction. The contractor shall <br />provide temporary shoring, bracing and other elements required to maintain stability until the structure is <br />complete. It is the contractor's responsibility to be familiar with the work required in the construction <br />documents and the requirements for executing it properly. The contractor shall at his discretion employ <br />an Minnesota State registered structural engineer for design of temporary bracing and shoring. It is the <br />contractor's responsibility to contact the Engineer —of —Record to schedule applicable Structural <br />Observations. <br />DISCREPANCIES: In case of discrepancies between the specifications, reference standards and the <br />governing code, the Engineer will determine which shall govern. Discrepancies shall be brought to the <br />attention of the Engineer before proceeding with the work. <br />SITE VERIFICATION: The contractor shall verify all dimensions and conditions at the site. Conflicts between <br />the drawings and actual site conditions shall be brought to the attention of the Engineer before <br />proceeding with the work. <br />CONSTRUCTION LOADS: Loads on the structure during construction shall not exceed the design loads as <br />noted in DESIGN REQUIREMENTS below or the capacity of partially completed construction. <br />ALTERNATES: Alternates for specified items may be submitted to the Engineer for review <br />DESIGN CRITERIA <br />Building Code Conformance (meets or exceeds requirements) <br />2018 International Building Code (IBC) <br />2018 International Residential Code (IRC) <br />2020 Minnesota Building Code <br />2020 Minnesota Residential Code <br />DEAD LOADS: <br />Floor Dead Load 15 PSF <br />LIVE LOADS: <br />Floor Live Load (residential) 40 PSF <br />DEFLECTIONS: Total Load Deflection Limit L/240 <br />Live Load Deflection Limit L/360 <br />PROFESSIONAL ENGINEER <br />1 <br />hereby certify that this plan, specification, or <br />report was by me or under my direct <br />�S J11111fO <br />�� E �i <br />!p• <br />prepared <br />supervision and that I am a duly Licensed <br />; y <br />7• •'/.!a <br />Professional Engineer dthe laws the <br />g� under aws o <br />LICENSED <br />:PROFESSIONAL' <br />State of Min peso a <br />— ENGINEER <br />Print Name: Jesse D <br />%N� seBxa Q� <br />GS <br />Signature: <br />y11F l't``""�� <br />Date 10.18.4Q24 License # <br />Reviewed for Code Compliance <br />W <br />Nicole Post <br />V <br />RPS24-000130 <br />Z <br />10-28-24 <br />W (1j <br />0 Z <br />LU Z <br />Approved plans must be on site <br />CC Z <br />for the duration of the project. <br />Y d <br />Plans must be available to <br />Cc <br />inspector. <br />W <br />z <br />Z <br />Q <br />Please call 952-249-6000 to schedule <br />N <br />all inspections. Have permit number <br />1-- <br />and address when calling. <br />LL <br />SOILS AND FOUNDATIONS <br />m <br />Cl) <br />LO <br />z <br />O <br />Z <br />O <br />cr <br />C <br />0 <br />0 <br />O <br />2 <br />0 <br />n <br />REFERENCE STANDARDS: Conform to IBC Chapter 18 "Soils & Foundations." GENERALNOTES <br />DESIGN SOIL VALUES: <br />REVISIONS <br />Allowable Foundation Pressure (Assumed) 1500 PST <br />TESTING & INSPECTION <br />Special Inspection & Testing per reviewing jurisdiction. <br />PROJECT NO: <br />ISA"'T <br />DESIGNED BY: <br />SI <br />DRAWN BY.. <br />SI <br />CHECKED BY. <br />AD <br />DATE: <br />10.18.2024 <br />SHEET NO: <br />S1.1 <br />