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<br />GR'D <br /> <br /> <br />.019- ALUUINUU <br />(UIN. 2- LAP <br />FOR \of:RT. JTS.) <br /> <br /> <br />ItOOO S1UD <br /> <br />GR'D S- <br />(UIN.) <br /> <br /> <br />IM70D S1UD <br /> <br />S1UD <br /> <br />P. T. PLA TE <br /> <br />P. T. PLA TE <br /> <br />4- <br />(MIN.) <br /> <br />(g) :.:~<>t.~..~.:;:.(,~.., <br />'1' '..:.: ' <br />\.!.I .....,. . <br />I ._~-.. I <br />~ <br /> <br /> <br />\l <br /> <br />2- <br />I (WIN.) <br /> <br />WOOD CONSTRUCnON <br /> <br />REQ'D SOIL SEPARA TION <br />N. T.S. <br /> <br />2' -0- WIN. <br />BEFORE SLOPE <br />I I. ~ .....4:..~~~~~.~1 <br />~M,.X. ....,......,.....;,., <br /><4- : -' .. '. .... ". .. ~'.' . <br /> <br /> <br />FLA T SLOPE / NO FOOTING <br /> <br /> <br />1-,IFT. - :I-,IFT. <br /> <br />.:.. ...;:] I :~.:.~.:.;.:..:~. <br />~.:;.::~;: 12- S .i~~~.t;;.<. <br />.;:~: ~ I I <br />: .~. ::; . 12. . <br /> <br />'I-L-! RIBBON FOOTING. <br />(FOR sa?EEN ENCLOSURES) <br /> <br /> <br />2500 PSI CONe. <br />W/ (1) 15 CONT. <br /> <br />UIN. 2500 PSI CONCRETE <br />WITH 6X6-10X10 w.W.U. <br />OR FlBERMESH (TYPICAL) <br /> <br /> <br />:I-,IFT. - 6-jFT. <br /> <br /> <br />FOOTING DETAILS ADDRESSING EROSION <br />N. T.S. <br /> <br />2500 PSI. (MIN.) CONCRETE <br />6x6-10/10 w.w.u. OR <br />FIBERJIESH CONCRETe <br /> <br />/'~' <br />'.do -. <br /> <br />. <br />, ... . <br />., . .... <br />'. ',d. <br /> <br />:" <br /> <br />. ., ",. <br /> <br />s- "IN. <br />Q) 1 6- WIN. <br />@)12- WIN. <br />TYPICAL MONOLITHIC FOOT~R <br />( THICKENED SLAB EDGE) N. T. S, <br />t!/fJIES; <br />IN LAKE COUNTY: <br />(j) CONCRETE FOUNDA TlONS MUST BE 12- (UIN.) BELOW FINISHED GRADE <br />(Z) S- (MIN.) FROM FINISHED GRADE TO ANY UNTREA 1ED MOOD <br /> <br />IN CHARLOTTE COUNTY: <br />@ MIN. FOOTER SIZE IS 12-x12- W/(1) 15 CONT. <br /> <br />THESE STRUCTURES DESIGNED WITH THE 2004 <br />FLORIDA BLDG. CODE W/ 2006 SUPPLEMENT <br />'" CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WIND VELOCITY (3 SEC, GUST) EXPOSURE B '" C. <br />VOiD AFTER 2-1-09 <br /> <br />DA 11I0 NORRIS ENGINEERING <br />112 COLEMAN RD. <br />WINTER HA YEN. FL 3J880 <br />(863) 299-1048 P.E. 32186 <br /> <br /> <br />IN HilI SBORO COUNTY' <br />~ GLASS ROOMS REQUIRE (MIN.) 16-x16- MONOLITHIC FOOTER W/ (2) 15 REBAR <br />4 SCREEN ROOMS AND POOL CAGES REQUIRE (MIN.) S-xS- MONOLITHIC FOOTER W/(7) 15- <br />MOOD CONSTRUCTION REQUIRES SIGNED AND SEALED SITE SPEaFle DETAlLS <br /> <br />Pg. 3-C <br />