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<br /> <br />DBL 2X6 PERIMETER JOIST ------ . <br /> <br />0' OD MIN x 1/2' \JALL PVC <br />:ONCRETE FILLED EMBEDDED <br />\S SI-,o\JN <br /> <br />DBL 2X6 GIRDE <br /> <br />GRADE <br />3'X3. ALUM POST OR <br />PT 4x4 POST '\JI <br />1 #5 REBAR MOUNTED <br />RoSS'\JISE THRU POST & <br />500 PSI CONCRETE MIN FILLED <br />VC TUBE EMBEDDED 2 1/2' MIN <br />IER FOOTING <br />500 PSI CONCRETE MIN 1500# UPLIFT <br /> <br />ALTERNATIVE POST CONNECTION <br />PIER FOOTER <br /> <br />X <br /><I <br />2: <br /> <br />GRADE <br /> <br /> <br />C\J <br /> <br />DBL 2X6 PERIMETER JOIST <br /> <br />PT 4x4 POST '\J I <br />1 #5 REBAR MOUNTED <br />CRoSS'\JISE THRU POST <br />EMBEDDED IN CONCRETE <br />PIER FOOTING <br />2500 PSI CONCRETE MIN <br />18' DIA APPROX x 2' DP <br />CONCRETE PIER FOOTER <br /> <br />18'- <br />APPRO X <br />3000# UPLIFT <br />ALTERNATIVE POST CONNECTION <br />PIER FOOTER <br /> <br />DBL 2X6 PERIMETER <br /> <br />PERIMETER JOIST <br /> <br /> <br />3'X3' ALUM POST OR <br />PT 4x4 POST 'viI <br />1 #5 REBAR MOUNTED <br />CRoSS'vIISE THRU POST <br />EMBEDDED IN CONCRETE <br />FILLED BLOCK FOOTING <br />2500 PSI CONCRETE MIN <br /> <br />R JOISTS ~16' O.C FASTENED TO DOUBLE <br />DBL 2'x6' GIRDERS \JITH SIMPSON JOIST BUCKETS <br /> <br />x <br /><I <br />2: <br /> <br />, <br /> <br /> <br />r <br />1 <br /><I <br />2: <br /> <br />1 <br /> <br />I MAX- <br /> <br />DBL 2X6 PERIMETER JOIST <br /> <br />.. '\ORKSH,\LLCOMT-'LYWffiiALL <br />~- \ ,\lLI:\G CODLS, F1.ORlDA BUILDr<. <br />,J:.L \1\ TIO:-";r\;_ L:LECTRlC CODE /._'- <br /> <br /> <br />,A <br />-, <br />I <br /> <br />r- ': 7-- <br /> <br />t ,\v \~ <br />~ALUM (\ n) <br />TERMITE ,"Y <br />SHIEL D <br /> <br /> <br />CONCRETE <br />BLOCKS <br /> <br /> <br /> <br /> <br /> <br />4' x 16' X 16' PAD <br />GRADE <br /> <br />TYPICAL <br />CONCRETE SLAB & FOOTING <br />MINIMUM '\JITH 6X6-10XI0 \J'\JM DR FIBER MESH <br />AND ONE #5 REBAR CONTINUOUS <br />IN 8x12 MIN. MONOLITHIC FOOTING <br />OVER 6 MIL POLY FILM OVERLAPPED 6' <br />\JITH EDGES TAPED <br />OVER CLEAN COMPACTED <br />TERMITE TREATED SOIL <br /> <br /> <br />ALTERNATIVE EARTH CONNECTION <br /> <br />AUGER ANCHOR @ 6' DC MAX <br />STYLECREST #48364634 DR EQUIV <br />32' IMBEDMENT OF 3' AUGER ANCHOR <br />SECURING GIRDERS <br />1,.11 ASTM#123-89A STRAP DR EQUIV <br />I'"oted 3000# UPLIFT <br />STYLE CREST <br />3904 BUILDERS CIRCLE <br />PLANT CITY, FL. 33567 <br />1-800-945-4440 (JAMIE \JITHEM) <br /> <br />I <br />-: <br /> <br />A <br /> <br />I . <br /> <br />OL LENGTH AS REQ'D <br />AUGER TIE DD\JNS @l 6' MAX D.C. <br /> <br />DBL 2X6 PERIMETER JOIST <br /> <br />TYPICAL FLOOR JOIST/GIRDERS LAYOUT <br />VARIOUS ALTERNATIVE FOOTER/TIE DOWN METHODS <br />FOOTING/PlER/ANCHOR@ 6' O.C. MAX <br /> <br />PT 2'X6' JOISTS ~16. D.C. FASTENED TO DOUBLE <br />PT 2x6 GIRDERS \JITH SIMPSON JOIST BUCKETS <br />TYPICAL BOTH ENDS <br /> <br />SIMPSON H5 CLIP <br />DR EQUIV ~ EVERY 3RD EACH <br />TO MIDDLE GIRDER CONNECTIO <br />AS INDICATED' C' <br /> <br />DBL P.T. 2X6 <br />MIDDLE GIRDER <br /> <br />..- . <br /> <br />I <br />of '.. <br /> <br /> <br />4' <br />CONCRETE SLAB <br /> <br />DBL P.T.2X6 PERIMETER <br /> <br />ALUM TERMITE SHIELD______ <br />@ EACH PIER <br /> <br />AL TERNATIVE FOR <br />EXISTING 4' <br />CONCRETE SLAB <br /> <br />, MAX <br /> <br />1/2'(\JEDGE ANCHOR @ 8' O.C MAX <br />4' IMBEDMENT INTO SLAB CTHUNDERBOL T <br />SECURING GIRDERS <br />1..'1 ASTM#123-89A STRAP DR EQUIV <br />I'"oted 3000# UPLIFT <br /> <br />DR EQUIV) <br /> <br /> <br />ENLARGED VIEW @ A-A <br />TYPICAL DECK SECTION <br />WITH VARIOUS ACCEPTABLE FOOTER SYSTEMS <br /> <br />ALTERNATIVE POST CONNECTION <br />W /DECK ON EXISTING CONCRETE SLAB <br />(KNEE OR OTHER LATERAL BRACING REQ'D) <br /> <br />PT 2'X6' JOISTS @16' DC FASTENED TO DOUBLE <br />P.T. 2x6 GIRDERS \JITH SIMPSON JOIST BUCKETS <br /> <br /> <br /> <br />USE (2) 5/8 THRU BOLTS, NUTS <br />& I..' ASHERS <CORROSION RE S 1ST ANT> <br />@ PT PERIMETER JOISTS TO <br />PT POST IN CONC CAST FOOTER <br /> <br />SIMPSON ABU44 <br />1..'/1/2' \JEDGE ANCHOR <br />EMBEDMENT (2000# UPLIFT> <br /> <br />EXISTING 4' <br />CONCRETE SLAB <br /> <br />AL TERNATIVE FOR <br />PT POST IN STOCK <br />CONCRETE PIER FOOTER <br /> <br />3000# UPLlFT,f1 <br /> <br />./ <br /> <br />./ I hereby certify thot I ho.ve 'perforMed o.nd reviewed this plo.n o.nd found <br />, it to be In eOMplio.nee with the FLORIDA BUILDING CODE,2004 edition <br />for 0. 120 Mph wind speed, j see gust. <br />Do. vid 'vi. SMith.PL #53608 <br /> <br />David W. Smith, P.E. <br />MECHANICAL ENGINEER DEVELOPMENT CDN$LA. T ANT <br />~~T~EST .48364634 OR EQUIV <br />AUGER ANCHOR e 6' O.C MAX <br />32' IMBEDMENT OF 3" AUGER ANCHOR <br />SECURING GIRDERS <br />1,.11 ASTM#123-89A STRAP DR EQUIV <br /> <br /> <br />D.W ,SMITH,P .E.:il53608 <br />FLORIDA PROftSSIIJ<"- ENGINEER L1CE.cllI<Jl<BER 53608 <br />PROJECTS CONSULTING ENGINEER <br />9909 "ALLASTDN DRIVE-DADE CITY.rLORIDA 33525 <br />PH:N:,352-521-0865 Fill, 352-521-0861 HAil' """yr/7~gt.. "t <br />PASCO PERMIT SERVICE <br />SUZANNE BAHR 866-824-7894 <br /> <br />SHEE T CT <br /> <br />TYPICAL WOOD DECK <br />ALTERNATIVE CONNECTIONS <br /> <br />1 OF 1 <br /> <br />ENGINEER LICENCE 153608 <br /> <br />DESIGN/ORA"" DATE <br />DW.SMITH.PE. 10-27-05 <br />SCAlE CH(CKEO <br />AS NOTED <br /> <br />PART NO. <br /> <br />WOOD DECK <br />DECK D02 <br />