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Wachovia Bank @ Zephyr Commons, Pasco County, FL November 18, 2009 <br /> ACP Project No. 6425 <br /> DESIGN CREITERIA: <br /> • THIS DESIGN IS BASED ON NATIONAL CONCRETE MASONRY ASSOCIATION <br /> HYPOTHESIS FOR SR WALLS. DESIGN IS ALSO IN COMPLIANCE WITH FLORIDA <br /> BUILDING CODE 2007 (WITH 2009 ADDENDUMS). <br /> • DESIGN LIVE LOAD SURCHARGE IS 100 POUNDS PER SQUARE FOOT, AT THE TOP OF <br /> THE WALL. <br /> • ALL SUB - SURFACE SHALL BE PREPARED TO MEET THESE REQUIREMENTS (PRIOR <br /> TO START OF WALL CONSTRUCTION), AND CONFIRMED BY GEOTECHNICAL <br /> ENGINEER. <br /> • ALL CONSTRUCTION PROCEDURES SHALL MEET THE REQUIREMENTS OF OSHA <br /> AND OTHER LOCAL, STATE AND FEDERAL AGENCIES, TO PROTECT PERSONNEL <br /> AND EXISTING STRUCTURES. <br /> CONSTRUCTION SPECIFICATIONS: <br /> THE CONTRACTOR INSTALLING THIS WALL MUST BE AN APPROVED / CERTIFIED ANCHOR <br /> WALL CONTRACTOR. <br /> GEOGRID SOIL REINFORCEMENT SHALL BE SF -35 AS MANUFACTURED BY SYNTEEN <br /> TECHNOLOGIES. GEOGRID SHALL BE INSTALLED IN ACCORDANCE WITH <br /> MANUFACTURERS PRINTED INSTRUCTIONS. <br /> CONCRETE MASONRY UNITS SHALL BE ANCHOR WALL SYSTEM UNITS AS <br /> MANUFACTURED BY ANCHOR BLOCK OF FLORIDA, INC. UNITS TO BE VERTICA. ANCHOR <br /> WALL UNITS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS PRINTED <br /> INSTRUCTIONS. <br /> FOUNDATION: <br /> ALL UNSUITABLE MATERIAL SUCH AS MUCK SHALL BE REMOVED FROM <br /> UNDERNEATH AS REQUIRED. FOUNDATION SOIL SHALL BE COMPCTED TO MEET <br /> OR EXCEED ALLOWABLE BEARING CAPACITY OF 2000 PSF. THIS WORK SHALL BE <br /> PERFORMED BY OWNER OR OWNER'S REPRESENTATIVE AND NOT BY WALL <br /> INSTALLER. STRUCTURAL FILL SHALL BE COMPACTED TO 95% OF THE MODIFIED <br /> PROCTOR, MAXIMUM DRY DENSITY (ASTM D- 1557). <br /> FOUNDATION AREA SHALL BE DEWATERED PRIOR TO FOUNDATION <br /> CONSTRUCTION. <br /> DRAINAGE FILL: <br /> DRAINAGE FILL SHALL BE FREE DRAINING CRUSHED STONE, 3/8" TO 3/4." IT SHALL <br /> MEET THE AASHTO #57 OR #67 STONE. <br />