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A.GENERAL REQUIREMENTS C.STRUCTURAL STEEL <br /> 1. DESIGN AND CONSTRUCTION OF THIS PROJECT 6 GOVERNED BY THE INTERNATIONAL BUILDING CODE,HEREAFTER REFERRED TO AS THE BC. 1. STEEL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS USING ALLOWABLE <br /> STRESS DESIGN(ASD),INCLUDING THE STEEL CONSTRUCTION MANUAL SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS, <br /> 2. REFER TO THE PROJECT SPECIFICATIONS ISSUED AS PART OF THE CONTRACT DOCUMENTS FOR INFORMATION SUPPLEMENTAL TO THESE CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES.AWS DI.I.AND THE PROJECT SPECIFICATIONS. <br /> DRAWINGS. <br /> 2. STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING ASTM MATERIAL SPECIFICATIONS. <br /> 3. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY EXERCISED UNDER <br /> SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALIZES.THEY ASSUME THAT THE WORK DEPICTED WILL BE A. HOLLOW STRUCTURAL SECTIONS,HSS: A500 GRADE B <br /> PERFORMED BY AN EXPERIENCED CONTRACTOR WHO HAS A WORKING KNOWLEDGE OF THE APPLICABLE CODE STANDARDS AND B. PLATES AND OTHER SHAPES: A36 <br /> REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE.AS NOT EVERY CONDITION OR ELEMENT 5,OR CAN BE EXPLICITLY C. MACHINE OR COMMON BOLTS: A307,GRADE A <br /> SHOWN ON THESE DRAWINGS,THE CONTRACTOR SHALL USE ACCEPTED STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT NUTS A563,HEX NUT <br /> SHOWN. WASHERS F844 <br /> D. ANCHOR BOLTS AND RODS: FI554.GRADE36 <br /> 4. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE.THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.CONTRACTOR SHALL BE NUTS A563,HEAVY HEX NUT <br /> SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,LAGGING,SHORING,BRACING, WASHERS F436 <br /> FORM-WORK,ITC.AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION.CONSTRUCTION MATERIALS SHALL BE E. CORROSION RESISTANCE STEEL AM,GRADE 50 <br /> UNIFORMLY SPREAD OVER SUPPORTS SUCH THAT DESIGN LIVE LOADS SPECIFIED HERON ARE NOT EXCEEDED. <br /> 3. PAINTING OF STRUCTURAL STEEL SHALL CONFORM TO THE SPECIFICATION FOR STRUCTURAL STEEL PAINT. <br /> 5. DESIGN OF NON-PRIMARY STRUCTURAL ELEMENTS,SUCH AS STAIRS,RAILING NON-STRUCTURAL WALLS AND PREFABRICATED STRUCTURAL <br /> MEMBERS,ETC.6 TO BE PROVIDED BY OTHERS AND SUBMITTED FOR APPROVAL AS A DEFERRED SUBMITTAL AS REQUIRED IN THESE NOTES. 4. CONNECTIONS SHALL BE AS FOLLOWS: <br /> 4.1. SHOP CONNECTIONS SHALL BE WELDED AS INDICATED IN THESE DRAWINGS OR IN ACCORDANCE WITH THE MINIMUM FILLET WELD SEE <br /> 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS,AND SITE CONDITIONS PRIOR TO THE START OF CONSTRUCTION AND RESOLVE ANY CONFORMING TO AEC TABLE J2A. <br /> DISCREPANCIES WITH THE ENGINEER.ANY OMISSION OR CONFLICT BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR 42. HELD CONNECTIONS JOINT TYPE SHALL BE SNUG-TIGHTENED(ST),UNLESS NOTED OTHERWISE,USING HIGH STRENGTH BOLTS WITH THREADS <br /> SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO AFFECTED. INCLUDED IN THE SHEAR PLANE. <br /> 421. HARDENED WASHERS SHALL BE USED UNDER TH E NUT AT STANDARD HOLES. <br /> 4. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL OWNER,LOCAL,STATE,AND FEDERAL SAFETY AND HEALTH 422. HARDENED WASHERS SHALL BE USED TO COMPLE1E.Y COVER OVERSIZED OR SLOTTED HOLES IN OUTER PIES. <br /> STANDARDS,LAWS.AND REGULATIONS. <br /> 5. FABRICATOR SHALL FURNISH ALL FIELD BOLTS,TEMPORARY BOLTS,AND ANCHORS REQUIRED FOR COMPLETE ERECTION. <br /> 5. NO STRUCTURAL CHANGES OR SURSMUTIONS SHALL BE MADE IN THE FIELD FROM THE APPROVED CONSTRUCTION DOCUMENTS UNLESS WMITEN <br /> APPROVAL OF SUCH CHANGES OR SUBSTITUTIONS 6 OBTAINED FROM THE ENGNEER.IF CHANGES ARE MADE WITHOUT WRMN APPROVAL fD.ME�MBRANIESUCH CHANGES,ALONG WITH ANY ADDITIONAL COSTS,REPAIRS AND COORDINATION WITH OTHER AFFECTED ITEMS SHALL BE THE LEGAL AND RER MEMBRANE TO BE A CONTITECH PLYLON PLUS DEFENDER PLUS 1000 MM WITH A 1/8'TOP AND BOTIOM COVER MADE OF NEOPRENE <br /> FINANCIAL RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS INVOLVED. RUBBER.USE ONE CONTINUOUS MEMBRANE WITH A VULCANIZED SPLICE.DO NOT LAP SPLICE THE MEMBRANE. <br /> E. BASIS FOR DESIGN <br /> B.SUBMITTALS GOVERNING BUILDING ODE:201SIBC <br /> I. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TOTHE ENGINEER FORTHEREVIEW. <br /> 2. SHOP DRAWINGS CREATED FROM REPRODUCTIONS OF THESE DRAWINGS WILL BE REJECTED. <br /> 3. ALL SHOP DRAWINGS SUBMITTED TO THE ENGINEER FOR REVIEW SHALL BE STAMPED AND SIGNED BY THE CONTRACTOR INDICATING THAT HE <br /> HAS FOUND THEM 10 BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND THAT PROPER PROV61ON HAS BEEN MADE TO <br /> ACCOMMODATE ALL ABUTTING WORK.FABRICATION SHALL NOT BEGIN UNTIL THE CONTRACTOR HAS RECEIVED SHOP DRAWINGS THAT HAVE <br /> BEEN REVIEWED AND APPROVED BY THE ENGINEER. <br /> 4. STRUCTURAL SHOP DRAWING SUBMITEALSREQUIRED: <br /> STRUCTURAL STEEL <br /> RUBBER MEMBRANE <br /> Rev. 2 - 11-28-2016 <br />