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STATUS <br />STRUCTURAL SHEETS: <br />51 GENERAL NOTES & SPECIAL INSPECTIONS <br />82 DUCT SYSTEM ELEVATION & BRACING DETAILS <br />1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR CONSTRUCTION. THE CONTRACTOR <br />SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT DOCUMENTS AND HAVE A COPY OF THEM ON SITE AT ALL TIMES. <br />2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE REQUIRED CONSTRUCTION OR <br />WHERE CONFLICTS EXIST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REQUEST ADDITIONAL INFORMATION (RFIS) ANDIOR <br />CLARIFICATIONS BEFORE CONSTRUCTION. <br />3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2021 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON <br />AMENDMENTS, ALL BUILDING ELEMENTS AND COMPONENTS NOT SPECIFICALLY DETAILED IN THESE STRUCTURAL CONSTRUCTION <br />DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED IN ACCORDANCE WITH THE MINIMUM STANDARDS OF THE IBC AS AMENDED <br />BY THE STATE OF WASHINGTON. <br />4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED <br />OF ANY DISCREPANCIES OR INCONSISTENCIES. <br />5. THE CONTRACTOR, SUBCONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF CONTRACTOR SUPPLIEDIDESIGNED <br />ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN DISCIPLINES WITHIN THE CONSTRUCTION SET. COORDINATION SHALL <br />IDENTIFY AND RECONCILE CONFLICTS BETWEEN THE CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND THE CONSTRUCTION <br />DRAWINGS PRIOR TO FABRICATION AND DELIVERY TO THE PROJECT SITE, THE PROJECT ENGINEER SHALL BE NOTIFIED IF <br />CONFLICTS EXIST. <br />6. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, PROCEDURES, AND SEQUENCE OF <br />CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO <br />MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. <br />7, CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE, PROVIDE SHORING ANDIOR BRACING <br />WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE NOT ATTAINED DESIGN STRENGTH. <br />B. CLADDING, WATERPROOFING, AND OTHER NONSTRUCTURAL FEATURES ARE OUTSIDE THE STRUCTURAL SCOPE OF WORK. ANY <br />DEPICTION OF SUCH FEATURES ON THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED FOR CONSTRUCTION. <br />REPRESENTATION OF SUCH FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE ACCURATE. CONTRACTOR IS RESPONSIBLE FOR <br />LOCATING ALL UTILITIES AND UNDERGROUND BURIED ELEMENTS. <br />DESIGN LOADS: PER2021 IBC WITH WASHINGTON AMENDMENTS <br />1603.1.1 -FLOOR LOADS: <br />DEAD LOAD.................................................................... MATERIAL SELF WEIGHT <br />FLOOR LIVE LOADS - NIA <br />1603.1.2 - ROOF LIVE LOADS - WA <br />160313 - ROOF SNOW LOADS - NIA <br />1603.1.4 - WIND DESIGN DATA <br />BASIC WIND SPEED............................................................. 98 MPH <br />RISK CATEGORY................................................................... II <br />WIND EXPOSURE................................................................. C <br />WIND PRESSURES (CH.29, OTHER STRUCTURES) <br />DUCT......................................................................... 19.04 PSF <br />1603.1.5 - EARTHQUAKE DESIGN CRITERIA: <br />RISK CATEGORY............................................................ II <br />SEISMIC IMPORTANCE FACTOR IE................................... 1.00 <br />SPECTRAL ACCELERATION, S,................................... 1,370 g <br />SPECTRAL ACCELERATION, S1.................................. 0.490 g <br />SITECLASS........................................................................ D <br />SPECTRAL RESPONSE COEFFICIENT, Sos ...................... 0.9139 <br />SPECTRAL RESPONSE COEFFICIENT, Sol ...................... 0.591 g <br />SEISMIC DESIGN CATEGORY .................................. CATEGORY D <br />ANALYSIS PROCEDURE...................................................... EQUIV. LATERAL FORCE <br />SEISMIC FORCE -RESISTING SYSTEMS (ASCE 7-16 T. 13.6-1) <br />DUCT: <br />DUCTWORK, INCLUDING IN -LINE COMPONENTS, <br />CONSTRUCTED OF HIGH- OR UMITED- <br />DEFORMABILITY MATERIALS, WITH JOINTS MADE <br />BY MEANS OTHER THAN WELDING OR BRAZING <br />RESPONSE MODIFICATION FACTORS(S), R........... 6.0 <br />SEISMIC RESPONSE COEFFICIENTS(S), CS ........... 0.467 <br />SPECIAL INSPECTIONS: <br />1. AN INDEPENDENT TESTING LABORATORY CHOSEN BY THE OWNER SHALL PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE <br />INTERNATIONAL BUILDING CODE FOR THE STRUCTURAL SYSTEMS OUTLINED HEREIN. ALL OTHER ELEMENTS SHALL COMPLY WITH THE SPECIAL INSPECTION & <br />TESTING REQUIREMENTS OF CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. THE REQUIRED SPECIAL INSPECTION OF STRUCTURAL SYSTEMS OUTLINED IN <br />THESE CONSTRUCTION DOCUMENTS INCLUDE THE FOLLOWING AREAS OF WORK: <br />1.1. MECHANICAL ADHESIVE ANCHORS POST -INSTALLED IN HARDENED CONCRETE: <br />1.1.1. MECHANICAL OR ADHESIVE ANCHORS RESISTING SUSTAINED TENSION LOADS <br />1.1.2. ALL OTHER MECHANICAL OR ADHESIVE ANCHORS <br />2. EACH SPECIAL INSPECTION AND MATERIAL TESTING REPORT SHALL BE DISTRIBUTED TO THE OWNER, CONTRACTOR BUILDING OFFICIAL, AND STRUCTURAL FOR IN <br />TIMELY FASHION. <br />3, THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR THE SPECIAL INSPECTOR TO PERFORM THE REQUIRED INSPECTIONS. IN <br />ADDITION, THE CONTRACTOR SHALL NOTIFY THE OWNERAND SPECIAL INSPECTORA MINIMUM OF 48 HOURS BEFORE THE TIME AT WHICH THE SPECIFIED SPECIAL <br />INSPECTIONS MAY BE PERFORMED. <br />PROJECTADDRESS:.Q <br />1313 75TH ST. 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