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EQUIPMENTSEISMIC BRACING <br /> 21510171 <br /> Project <br /> TOTAL SUPPORT TERRA POWER OFFICE TI PHASE 1 AND 2 <br /> innovation•Engineering•SIM•Fabrication Location <br /> A Division of Tomarco Contractor Specialties EVERETT, WA <br /> Contractor <br /> UMC <br /> Basis for Design <br /> BUILDING CODE: <br /> 2015 EDITION OF THE INTERNATIONAL BUILDING CODE SUPPLEMENTED BY THE ASCE 7-10 <br /> MATERIAL SPECIFICATIONS: <br /> PLATE,ANGLE, MISC.SHAPES: ASTM A36(Fy=36,000 PSI) <br /> BOLT/STRUT NUT TORQUE (IF NOT SUPPLIED BY THE MANUFACTURER): <br /> 3/8" DIA: 19 FT-LBS <br /> 1/2" DIA: 50 FT-LBS <br /> 5/8" DIA: 100 FT-LBS <br /> SCOPE OF WORK: <br /> THE SUPPORTING STRUCTURE IS BEYOND THE SCOPE OF THIS SUBMITTAL. IT IS THE <br /> RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THESE CALCULATIONS AND ASSOCIATED <br /> • DOCUMENTS TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION TO ANALYZE THE <br /> ABILITY OF THE SUPPORTING STRUCTURE TO ACCOMMODATE THE REACTIONS FROM THE <br /> CONNECTIONS SPECIFIED IN THIS SUBMITTAL. EQUIPMENT DIMENSIONS USED IN <br /> CALCULATIONS ARE BASED ON EQUIPMENT DATA SHEETS ATTACHED. EQUIPMENT WITH NO <br /> POWER RATING LISTED ASSUMED TO BE LESS THAN 10 HP. THIS SET OF CALCULATIONS IS <br /> BASED ON THE LOADS AND ASSUMPTIONS STATED WITHIN THIS SUBMITTAL. IF THE LOADS <br /> AND ASSUMPTIONS ARE NOT CORRECT THIS SUBMITTAL SHALL BE REVISED. <br />