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low 410 <br /> Structural General Notes: <br /> Material Properties <br /> Anchor Rods: - HIT-RE 500 V3 with 5/8" Rod (HAS-V-36, ASTM F1554 Gr.36). <br /> 16 Ga Strap: Simpson CMSTCI6 or EQ <br /> Welds: E70 Electrodes <br /> Steel Angles: A36, Fy = 36ksi <br /> Seismic Design Criteria: <br /> Site Class D (assumed) <br /> Ss = 1.386 <br /> S 1 = 0.493 <br /> Component Importance Factor, 1p — 1.0 <br /> Testing Room <br /> Response Modification Factor, R — 3.25 (Ordinary Concentrically Braced Frame) <br /> Seismic Response Coefficient, Fp —0.341Wp <br /> Notes: <br /> 1. Details provided herein are for the seismic retrofit and anchorage of the Magnix testing room frame <br /> weighting about 11,000 lbs. Design conforms to the requirements of the 2018 International Building <br /> Code (IBC). <br /> 2. In addition to the provided details, frame and panels shall be assembled per original manufacturer's <br /> installation instructions and specifications. <br /> 3. Anchor all base slates to existins 6" slab with 5/8" HAS RODS with HILTI RE-500 V3 <br /> wit 4. 5' embedment in all avai ab e anc or ho es. <br /> 4. on rac or s al field ven a I simension se ore abrication. Contractor is responsible for the stability <br /> of the structure while under construction. <br /> 5. Contractor shall follow all OSHA and WISHA regulations and be solely responsible for providing a <br /> safe place to work and for meeting the requirements of all applicable jurisdictions. Execute work in a <br /> manner that provides for the safety of persons and adjacent property against injury and damage due to <br /> falling debris and other hazards in connection with constructing the work. <br /> 6. HIT-RE 500 V3 with 5/8" Rod (HAS-V-36, ASTM F1554 Gr.36) rod anchors have been designed per <br /> ICC-ES Resort ESR-2322 to meet the requirements for use in seismic design categories A though F. <br /> 7. Verif minimum weld between column and base slate is 3/16" <br /> Special Inspections: <br /> Special Inspection is required in accordance with IBC Section 17. These inspections shall be performed <br /> by a testing agency, designated by the Owner's representative, qualified to perform the types of <br /> inspections specified. The Architect and Structural Engineer shall be furnished with copies of all <br /> inspection reports and test results, as well as a final signed report for the inspected items. Required <br /> inspections include but are not limited to: visual inspection of single pass field fillet welds, screw <br /> c <br /> I.A DESCRIPTION STRUCTURAL GENERAL NOTES <br /> PROJECT TITLE MAGNIX FRAME PROJECT NO.2021.132 <br /> ENGINEERING <br /> CLIENT MAGNIX DATE 10/07/2021 <br /> 1424 Fourth Ave, Suite 415 REFERENCE SKETCH NUMBER <br /> Seattle,Washington 98101 p: 206.264.2727 DRAWN BY SMB REVISION A SS K-1 1 <br /> www.mlaengineering.com <br />