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KA <br /> STRUCTURAL PRINT PAC E RR 25WA=003 <br /> - v■v� <br /> : J Db <br /> yTimothyTimothyJ WorlineWASHINGTON AWorline Date:2022.09.06 <br /> 15:34:21-04'00' <br /> RACKING PROVIDER STRUC. ENGINEER OF RECORD RACKING PRODUCT LINE USE WITH THE FOLLOWING PRINTS REVISION: A <br /> & PACKAGES. INCLUDE WITH <br /> SUBMISSION TO PERMIT/INSPECTION <br /> o AGENCY: PERMIT SET _ <br /> Q CALCULATION PACKAGE: STRUCTURAL_ PACKET <br /> - <br /> O�a RRG25WA-003 CALC SET STAMPED --4T <br /> SOLAR RACKING RMBYRAcK <br /> architects & engineers Z CONFORMANCE LETTER (SITE SPECIFIC) <br /> 20-345 COUNTY ROAD X <br /> RIDGEVILLE CORNERS, OHIO 43555 360 W. DUSSEL DR. ^ R^ O \V/ tr D <br /> (P) 419.267.5280 MAUMEE, OH 43537 H <br /> (F)419.267.5214 IPI 419.725.7161 <br /> WWW.APASOLAR.COM IFI 419.725.7160 <br /> SHEET INDEX <br /> SOLAR PHOTOVOLTAIC GROUND MOUNT STRUCTURAL <br /> S-000 A STRUCTURAL COVER <br /> S-100 A RACKING SPECIFICATIONS OVERVIEW <br /> S-200 A STRUCTURAL BALLAST MEMBERS <br /> S-300 A STRUCTURAL PURLINS <br /> S-500 A GENERAL CONNECTIONS <br /> S-501 A BALLAST CONNECTIONS <br /> 5-600 A FOUNDATION POST BRACING OVERVIEW <br /> 5-700 A STRUCTURAL DESIGN&ANALYSIS SUMMARY <br /> GOVERNING STRUCTURAL CODE/S <br /> 2018 INTERNATIONAL BUILDING CODE <br /> b <br /> 5 <br /> 6 <br /> PACKAGE COVERAGE - LOADING <br /> g AND SETUP RANGES & CONSTANTS - <br /> TILT ANGLES: 25' <br /> m MAX GROUND SNOW LOAD (PSF): 40 <br /> MAX WIND LOADS (MPH): 110 <br /> - - WIND EXPOSURE CATEGORY: C <br /> - MAX SEISMIC Ss: 1.67 g <br /> MAX SEISMIC S1: 0.75 g <br /> b <br /> PV MODULE: - <br /> MAX. PANEL WIDTH: 41.50" <br /> s <br /> MAX. PANEL LENGTH: 88.00" <br /> MAX. PANEL HEIGHT: 2.00" <br /> MAX. PANEL WEIGHT: 65.00 LBS <br /> m RISK CATEGORY: I <br /> FRONT LIP CLEARANCE: 30" <br /> IMAGE FOR REFERENCE ONLY *PER USGS MIN/MAX DESIGN VALUES FOR REGIONS, VALUES BASED <br /> g, ON MAX VALUES IN WASHINGTON. SEISMIC DOES NOT CONTROL. <br />