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mom <br /> C p I 01 EPIQ ENGINEERING, LLC SUBJECT: ONTRAC (CONVEYOR PORTION) <br /> 2814 DOGWOOD PLACE JOB No: 22319 PAGE: I <br /> STRUCTURAL NASHVILLE, TN 37204 ENGINEER: WILSON DATE: 5/19/22 <br /> SOLUTIONS <br /> I. GENERAL NOTES <br /> 1.1 THE SCOPE OF STRUCTURAL ENGINEERING FOR THIS PROJECT DOES NOT COVER THE SURROUNDING BUILDING, <br /> EXISTING STRUCTURES OR ANY LIFE-SAFETY CONDITIONS SUCH AS EGRESS, OCCUPANCY AND FIRE PROTECTION. <br /> 1.2 MEANS AND METHODS OF CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE <br /> STRUCTURE IS CONSIDERED UNSTABLE UNTIL ALL STRUCTURAL ELEMENTS HAVE BEEN FULLY CONNECTED AND ALL <br /> SAFETY MATTERS PERTAINING TO INSTALLATION ARE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. <br /> 1.3 ALL WELDING SHALL CONFORM TO AWS DI.I, "STRUCTURAL WELDING CODE - STEEL" <br /> 1.4 METHOD OF DESIGN IS LOAD AND FACTOR RESISTANCE DESIGN (LRFD) <br /> 2. GOVERNING CODES <br /> 2.1 2018 INTERNATIONAL BUILDING CODE <br /> 2.2 ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS a OTHER STRUCTURES <br /> 2.3 ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE <br /> 2.4 AISC 360-16 STEEL CONSTRUCTION MANUAL, 15TH EDITION <br /> 2.5 AISI SI00-16 NORTH AMERICAN STANDARD FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS <br /> 3. MATERIAL SPECIFICATION <br /> STRUCTURAL CHANNEL: A36 (Fy = 36 KSI) <br /> STRUCTURAL W-SHAPE: A992 (Fy = 50 KSI) <br /> STRUCTURAL ANGLE: A36 (Fy = 36 KSI) <br /> PLATES: A36 (Fy = 36 KSI) <br /> HSS TUBE: A500, GRADE B (Fy = 46 KSI) <br /> COLD FORMED STEEL: A1003, GRADE 33 (Fy = 33 KSI) <br /> HARDWARE: A325 (GRADE 5 CAN SUBSTITUTE FOR BEARING CONNECTIONS) <br />