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BATCH PLANT <br />AGGREGATE HOPPER AGGREGATE HOPPER <br />79'-0" <br />9'-6» & STACKER PIVOT <br />i <br />I <br />I <br />r <br />+ AGGREGATE HOPPER <br />I <br />I <br />I <br />I <br />o <br />i <br />�I <br />I <br />AGGREGATE BIN <br />AGGRE ATE H PPEE <br />— <br />— <br />— <br />— — — — — <br />— <br />— <br />——` <br />— — <br />— — AGGREGATE HOPPER, — — <br />— <br />— — <br />& RADIAL STACKER <br />I <br />II <br />&RADIAL STACKER <br />I <br />I <br />I� <br />I <br />o <br />46'-2" <br />I <br />42'-4" <br />RADIAL STACKER <br />WHEEL TRACK <br />AGGREGATE HOPPER <br />& STACKER PIVOT <br />- - - <br />- - - - - - <br />- - SEE DRAWING K-747-05 - - <br />DESIGN NOTES <br />1. <br />THIS PROJECT HAS BEEN DESIGNED TO, AND WORKMANSHIP SHALL, MEET <br />ALL THE APPLICABLE REQUIREMENTS OF THE FOLLOWING CODES: <br />• <br />FLORIDA BUILDING CODE 6th EDITION (2017) <br />• <br />ASCE STANDARD 7-10, MINIMUM DESIGN LOADS FOR BUILDINGS AND <br />OTHER STRUCTURES <br />CEMENT SILO <br />• <br />ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE <br />_ <br />� — <br />&DRIVE THRU <br />I <br />—� <br />� <br />DESIGN IS BASED ON A SOIL BEARING PRESSURE OF 2000 PSF <br />2. <br />DEAD LOADS: FROM MANUFACTURER'S STEEL TAKE -OFF <br />3. <br />LIVE LOADS: FROM MANUFACTURER <br />• <br />STORED MATERIAL:94 LBS/FT3 CEMENTIOUS, 110 LBS/FT3 AGGREGATE <br />• <br />SILO ROOF & PLATFORMS:60 PSF <br />4. <br />WIND LOADS: <br />BASIC WIND SPEED: 138 MPH <br />• <br />EXPOSURE CATEGORY: C <br />— — <br />— <br />— <br />L <br />RISK CATEGORY: II <br />— — <br />— <br />— <br />INTERNAL PRESSURE COEFFICIENT: N/A <br />5. <br />SEISMIC DESIGN DATA: <br />• <br />RISK CATEGORY: II <br />• <br />SEISMIC IMPORTANCE FACTOR: le=1.0 <br />• <br />MAPPED SPECTRAL RESPONSE ACCELERATION. SS=0.068g, Sl=0.034gl <br />• <br />SITE CLASS: D <br />• <br />DESIGN SPECTRAL RESPONSE ACCELERATION: SDS=0.072g, Sp,=0.055g <br />• <br />SEISMIC DESIGN CATEGORY: A <br />• <br />BASIC SEISMIC FORCE -RESISTING SYSTEM: SYMMETRICALLY BRACED LEGS <br />• <br />DESIGN BASE SHEAR: AGG BIN: 0.63k, CEMENT SILO: 0.77k <br />jillffill#, <br />• <br />SEISMIC RESPONSE COEFFICIENTS: CS=0.024 <br />RESPONSE MODIFICATION COEFFICIENTS: R=3 <br />,,` <br />�e <br />SEE DRAWING K-747-04 <br />- - - - <br />- - - - <br />�"OpVAER S• <br />C) .• No 53181 b <br />= �• <br />ATE �� <br />CAD FILE NUMBER <br />/�` K-747-01 <br />',�• P'•� <br />"'' •• q�•.•E �.� <br />e <br />TITAN AMERICA <br />COPELAND DRIVE — ZEPHYRHILLS, <br />FL <br />BATCH PLANT — FOUNDATION <br />DETAILS <br />DATE CREATED DWG NO. <br />REV <br />CHRISTOPHER S. LAZENBY, P.E. #53181 <br />&*j 4m L. d I w as 12/15/18 1 K-747-03 <br />KNIGHT INDUSTRIAL EQUIPMENT - C.O.A. #9480 <br />66 reb icarlon, Ina. SCALE DRAWN BY DESIGNED BY SHEET <br /># <br />3701 AIRFIELD DRIVE WEST, LAKELAND, <br />FL 33811 <br />MAINTENANCE 00NSTRUOTION SON 1 /4"-1 ' I CSL CSL <br />3 OF 8 <br />I <br />PO <br />8 <br />7 <br />6 <br />5 <br />4 <br />3 <br />1 <br />2 1 1 <br />