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-SOIL COMPACTION TO 95% OF MOD!FIED PROCIEr <br />SOIL BEARING CAPACITY VALUE OF1000 LBS/SQ FT MINIMUM <br />SLAB&FOOTING POURED <br />SIMULTANEOUSLY WITH PIERS <br />s,000 PSI W 6'x6' #10-10 WWM OVER <br />6 MIL POLYFILM W/EDGES LAPPED 6' <br />&TAPED. OVER CLEAN COMPACTED <br />TERMITE TREATED SOIL <br />SEE SHT #AB2 FOR ANCHOR BOLT DIMS <br />DET'S A, B, C, D, & E <br />I <br />20'-0" OUT —TO —OUT OF STEEL - I Law EVE <br />4' <br />" <br />IELD <br />OCATE <br />4' 2 4' 4' 4' 4 <br />2 3 4 5 <br />ANCHOR DOLT PLAN <br />I HEREBY CERTIFY THAT I HAVE D.W. S � /���/� I T'H 9 � ��/�/� . S . 9 P . E <br />REVIEWED THIS PLAN AND FIND IT TO <br />BE IN COMPLIANCE WITH THE <br />FLORIDA BUILDING CODE 2017 6TH EDITION FLORI A PROFESSION ENGIN€ER L CENSE MBER 53608 <br />Consu tang Pro]ects ngmeer PROJECT <br />9909 WALLAST❑N DRIVE—DADE CITY,FL❑RIDA 33525 ID <br />DAVID W. SMITH,M.S., P.E.#53609 PHONE/TEXT; 813-469-2289 E-MAIL+ dwsf 1pe@earth l i nk, net PROJECT <br />ADDRESS <br />CD <br />I <br />p <br />HI EVE O <br />I <br />. T_ <br />STORAGE BUILDING <br />PARK PLACE LOT 113 B CORREIA DR. <br />ZEPHYRHILLS, FL 33542 <br />FOUNDATION PLAN <br />DESIGN: DWS DRAFT: DWS I CK: DWSFLPE <br />DATE:6/15/2020 1 SHEET F1 OF _ <br />