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3003 W CASINO RD BLDG 40-25 2018-09-19
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3003 W CASINO RD BLDG 40-25 2018-09-19
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Last modified
9/19/2018 2:56:30 PM
Creation date
9/7/2018 8:11:53 AM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-25
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Executive Summary <br /> CODES AND STANDARDS <br /> 1. 2015 INTERNATIONAL BUILDING CODE (IBC) <br /> 2. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES <br /> 3. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE <br /> 4. AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS <br /> 5. AISC 341-10 SEISMIC PROVISIONS FOR STEEL BUILDINGS <br /> 6. AWS D1.1,2010 STRUCTURAL WELDING CODE—STEEL <br /> 1 7. AWS D1.3,2008 STRUCTURAL WELDING CODE—SHEET STEEL <br /> 8. AWS D1.8,2009 STRUCTURAL WELDING CODE—SEISMIC SUPPLEMENT <br /> I 9. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC),SPECIFICATION FOR STRUCTURAL <br /> JOINTS USING HIGH-STRENGTH BOLTS <br /> DESIGN LOADS <br /> DEAD LOADS: <br /> WEIGHT OF MATERIALS OF CONSTRUCTION AND PERMANENT EQUIPMENT. <br /> SUPERIMPOSED DEAD LOADS: <br /> MECHANICAL, ELECTRICAL 7 PSF <br /> II_ JIB CRANE LOADS(PROVIDED BY MFR) <br /> LIVE LOADS <br /> IVANDECK FLOOR 150 PSF <br /> C500-70 FORKLIFT <br /> RISK CATEGORY II <br /> SEISMIC LOADS <br /> - - SEISMIC IMPORTANCE FACTOR, le 1.0 <br /> MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS <br /> • SHORT PERIOD,SS 1.4478 <br /> • 1 SECOND PERIOD,Si 0.562g <br /> SITE CLASS D <br /> DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS <br /> • SHORT PERIOD, SDS 0.965 <br /> • 1 SECOND PERIOD,SD1 0.562 <br /> SEISMIC DESIGN CATEGORY D <br /> ,* <br /> 40-025 Vandeck Slab &Jib Crane Support Frame <br /> A18.0101.00 10/2017 <br />
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