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<br />DBL 2X6 PERIMETER JOIST ---- ' <br /> <br />PT 2'X6' F;LooR JOISTS @16' DC FASTENED TO DOUBLE <br />PT 2'x6' GIRDERS 'WITH SIMPSON JOIST BUCKETS <br /> <br />DBL 2X6 PERIMETER JOIST <br /> <br />ENGINEER'S NOTES - <br /> <br />BASIC 'WIND VELOCITY 120 MPH <br />IMPORTANCE FACTOR: 0.77 <br />EXPOSURE CATAGORY B <br />INTERNAL PRESSURE COEFFICIENT=O.C <br /> <br /> <br />DBL 2X6 GIRDE <br /> <br /> <br />10' oD MIN x 1/2' 'WALL PVC <br />I CONCRETE FILLED EMBEDDED <br />AS SHO'WN <br /> <br />1 <br /><[ <br />L <br /> <br />3'X3' ALUM POST DR <br />PT 4x4 POST 'WI <br />1 #5 REBAR MOUNTED <br />CROSS'WISE THRU POST & <br />2500 PSI CONCRETE MIN FILLED <br />PVC TUBE EMBEDDED 2 1/2' MIN <br />PIER FOOTING <br />2500 PSI CONCRETE MIN 1500# UPLIFT <br /> <br />, <br /> <br /> <br />r <br /> <br />w <br />~ <br />- <br />:::J <br />C3 <br />W <br />~ <br />(/) <br /> <br />x <br /><[ <br />L <br /> <br />ALTERNATIVE POST CONNECTION <br />PIER FOOTER <br /> <br />GRADE <br /> <br /> <br />I MAX- <br /> <br />DBL 2X6 PERIMETER JOIST <br /> <br />r <br /> <br />PT 4x4 POST IJ I <br />I #5 REBAR MOUNTED <br />CROSSIJISE THRU POST <br />EMBEDDED IN CONCRETE <br />PIER FOOTING <br />2500 PSI CONCRETE MIN <br />18' DIA APPRO X x 2' DP <br />CONCRETE PIER FOOTER <br /> <br />DBL 2X6 PERIMETER JOIST <br /> <br />18"- <br />APPROX <br />3000# UPLIFT <br />ALTERNATIVE POST CONNECTION <br />PIER FOOTER <br /> <br /> <br />IA <br />... . <br />I <br /> <br /> <br />TYPICAL <br />CONCRETE SLAB & FOOTING <br />MINIMUM 'WITH 6X6-10X10 'W'WM OR FIBER MESH <br />AND ONE #5 REBAR CONTINUOUS <br />IN 8x12 MIN. MONOLITHIC FOOTING <br />OVER 6 MIL POLY FILM OVERLAPPED 6' <br />'WITH EDGES TAPED <br />OVER CLEAN COMPACTED <br />TERMITE TREATED SOIL <br /> <br /> <br /> <br />4' x 16' X 16' PA <br />GRADE <br /> <br />ALTERNATIVE EARTH CONNECTION <br /> <br />AUGER ANCHOR @ 6' DC MAX <br />STYLECREST #48364634 OR EDUIV <br />32' IMBEDMENT OF 3' AUGER ANCHOR <br />SECURING GIRDERS <br />'WI ASTM#123-89A STRAP OR EDUIV <br />rate~ 3000# UPLIFT <br />STYLECREST <br />3904 BUILDERS CIRCLE <br />PLANT CITY, FL 33567 <br />1-800-945-4440 (JAMIE 'WITHEM) <br /> <br />I <br />"i <br /> <br />A <br /> <br />I'" <br /> <br />oL LENGTH AS RED'D <br />AUGER TIE Do'WNS @ 6' MAX DC. <br /> <br />DBL 2X6 PERIMETER JOIST <br /> <br /> <br />~'~) <br /> <br />TYPICAL FLOOR JOIST/GIRDERS LAYOUT <br />VARIOUS ALTERNATIVE FOOTER/TIE DOWN METHODS <br />FOOTING/PIER/ ANCHOR@ 6' O.C. MAX <br /> <br /> <br />AL TERNATIVE FOR <br />PT POST IN STOCK <br />3000# UPLlFT~ CONCRETE PIER 'DOTER <br /> <br />/ I hereby certify tho.t I ho.ve perforl"ied o.nd reviewed <br />I it to be in COl"iplionce with section R301 of the Florido. <br />, &ASCE 7-05 <br /> <br /> <br />S\:~~EST "B364634 OR [QU!V <br />AUGER ANCHOR @ 6' DC MAX <br />32' IMBEDMENT OF 3" AUGER ANCHOR <br />SECURING GIRDERS <br />'WI ASTM#123-89A STRAP OR EDUIV <br /> <br /> <br />PERIMETER JOIST <br /> <br />3'X3' ALUM POST OR <br />PT 4x4 POST IJI <br />1 #5 REBAR MOUNTED <br />CROSSIJISE THRU POST <br />EMBEDDED IN CONCRETE <br />FILLED BLOCK FOOTING <br />2500 PSI CONCRETE MIN <br /> <br />PT 2'X6' JOISTS @16' O.C FASTENED TO DOUBLE <br />PT 2x6 GIRDERS 'WITH SIMPSON JOIST BUCKETS <br />TYPICAL BOTH ENDS <br /> <br />SIMPSON H5 CLIP <br />OR EDUIV. @ EVERY 3RD EACH <br />TO MIDDLE GIRDER CoNNECTIO <br />AS INDICATED' C' <br /> <br />DBL PT 2X6 <br />MIDDLE GIRDER <br /> <br />~ .' . <br /> <br />, <br />.' ... <br /> <br /> <br />4' <br />CONCRETE SLAB <br /> <br />3000# UPLIFT <br />DBL P.T2X6 PERIMETER <br /> <br />ALUM TERMITE SHIELD________ <br />@ EACH PIER <br /> <br />AL TERNATIVE FOR <br />EXISTING 4' <br />CONCRETE SLAB <br /> <br />G' MAX <br /> <br />1/2'('WEDGE ANCHOR @ 8' DC MAX <br />4' IMBEDMENT INTO SLAB CTHUNDERBOL T <br />SECURING GIRDERS <br />'WI ASTM#123-89A STRAP DR EDUIV <br />ra te~ 3000# UPLIFT <br /> <br />OR EDUIV) <br /> <br />ENLARGED VIEW @ A-A <br />TYPICAL DECK SECTION <br />WITH VARIOUS ACCEPTABLE FOOTER SYSTEMS <br /> <br />REVIEW DATE: ~ <br />CITY OF ZEPHYR L <br />BUILDING OFFIC AL_ <br /> <br />JOISTS @16' DC <br />FASTENED TO DOUBLE <br />PT. 2x6 GIRDERS 'WITH <br />SIMPSON JOIST BUCKETS <br /> <br />ALTERNATIVE POST CONNECTION <br />W /DECK ON EXISTING CONCRETE SLAB <br />(KNEE OR OTHER LATERAL BRACING REQ'O) <br /> <br /> <br /> <br />NOTE: STAIRS &RAILlNGS TO <br />CONFORM TO F.B.C. 2004 <br />SECTIONS R311 &R312 <br />RESPECTIVEL Y <br /> <br />USE (2) 5/8 THRU BOLTS, NUTS <br />&'WASHERS <CORROSION RESISTANT> <br />@ PT PERIMETER JOISTS TO <br />PT POST IN CONC CAST FOOTER <br /> <br />SIMPSON ABU44 <br />'W/l/2' 'WEDGE ANCHOR <br />EMBEDMENT <2000# UPLIFT> <br /> <br />EXISTING 4' <br />CONCRETE SLAB <br /> <br />this plo.n ond found <br />Building Code, 2004 edition. <br /> <br /> <br />Do. vid IJ. SMith,PE. <br /> <br />()fv <br />l~fJ <br />1" <br /> <br />ENGINEER LICENCE 153608 <br /> <br />D. W.SMITH,P .E.JJ5360B <br />PUll/IDA PR(J"(SSIIJNAl ENGINEER lICEN{{ "'-"OCR 53608 <br />PROJECTS CONSULTING ENGINEER <br />9909 ~ALLASTON DRIVE-DADE CITY.PLORIDA 33525 <br />1'10(':152'521-0865 rAX> 352-521-0861 E-!'All. "pI\"'/I@Gt..rot <br />PASCO PERMIT SERVICE <br />SUZANNE BAHR 813-788-5314 <br /> <br />TYPICAL DECK <br />ALTERNATIVE CONNECTIONS <br /> <br />SHEET rY <br /> <br />OF 1 <br /> <br />O(S] GN/DRAWN DATE <br />D,WSMITH,PE. 02 16 06 <br />SCALE CH!:CKE D <br />AS NOTED <br /> <br />PART NO. <br /> <br />DECK D02 <br />120 <br />