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REFER TO \ \ <br />KITCHEN ISLAND <br />REF. <br />10'-104" <br />PER FIELD <br />I <br />MASON'S SLOPE FOR I \ <br />LOW WALLS <br />I?CONQITJONS <br />: <br />WIDTH <br />16-10" <br />12'-10" <br />; <br />\ <br />INDICATES FILLED CELL w/ 3 00 PSI <br />\ \ \ <br />:........ <br />::.... <br />CONC. GROUT FROM FT. TOBEAM 1 <br />W/ (1) #5 REBAR VERT ABOV� SLAB <br />TYP @ ALL PLACES SHOWN <br />HOOKED FTG. DOWELS 5" Elf <br />\� \ HVAC CHASE <br />\ \ BASED ON <br />\ \ LOCATION <br />\ <br />1 ""' <br />""""""' <br />S 0'-0" <br />"""""" <br />""""" <br />TOP OF CONC./ PAVER TO BE 4" <br />BELOW FIN. FLR. <br />"""""' ■ <br />■ IN ■ <br />■ 4'-0" IL <br />4'4" <br />4'-6" <br />W/ 25" EXT. ABOVE SLAB "G ADE 40 <br />\ <br />\� <br />PROVIDE 2" x 9" <br />% <br />i>7 <br />STEEL" I <br />\ <br />\ \ <br />RECESS FOR FRT. <br />OOR M <br />SLOPE <br />I <br />L <br />d <br />_ <br />- <br />\ \ <br />FTGi2'-6"x2'-6"X1'-0" <br />4" <br />S <br />25'-10128 \\ <br />t <br />-g" <br />W/ (3) #5 E.W. <br />4'-4" <br />"o' <br />00 <br />Ill <br />1, <br />00 <br />I - I- <br />\ \ <br />- - -'TIC <br />..... ..... <br />...... <br />— — — — <br />.. .................... <br />■ <br />o <br />A <br />I- <br />IT <br />K <br />C? <br />TYP @ 1 STORY S3 <br />\ <br />I S3 <br />CC <br />I <br />U.N.O. <br />S3 <br />(2) #5 REBAR <br />2'-6" x 2'-6" x V-0" <br />( I 1 ri AHU I I <br />VERTICALS w/ in <br />, <br />■ • <br />iv <br />r <br />I : <br />3'-5" <br />FILLED CELL <br />W/ (3) #5'S E.W. <br />_ .. <br />.y <br />2'-6"x2'-6"X1'-0" <br />b <br />o <br />C, <br />W/ (3) #5 E.W. S <br />3 <br />II <br />O <br />31/2" <br />SLOPECl) <br />:: <br />' - <br />��......:: <br />0O <br />■ <br />:::: <br />.: ................. <br />5'-3" <br />1'-10" 3'-6" <br />0 <br />r <br />Ch <br />N <br />ici <br />■ <br />CJ <br />CJ <br />o <br />I <br />I <br />3-112" MIN 3000 PSI CONC. <br />, : <br />I <br />a" <br />6'-5" 3'-2" <br />io <br />SLAB FOR HERNANDO <br />: <br />I <br />COUNTY ONLY <br />I K <br />0o <br />3-1/2" MIN 2500 PSI CONIC <br />r� <br />- <br />• ' - <br />S3 <br />d <br />SLAB OVER 6 MIL VISQUEEN I <br />�� <br />S3 <br />I <br />VAPOR BARRIER <br />' f <br />35'-4" <br />20'-6" <br />■ I <br />:: <br />I ' <br />BUILDER TO <br />PROVIDE <br />0'-01, <br />:: <br />• <br />I <br />APPLIANCE <br />VERTICALS wAR <br />4'-0" <br />12'-1" <br />:: <br />O <br />PROTECTION <br />FILLED CELL <br />• • <br />• • • <br />0° <br />I <br />WH• <br />WHEN REQUIRE <br />D <br />�- <br />4 <br />�' <br />PER FBC <br />J <br />— <br />— — — — — — — — -�- <br />— — — <br />— — — <br />— — <br />— — — — -- <br />— — <br />— — <br />+- -- <br />— — — — — — <br />In <br />40 <br />J <br />va.. 1 5'- <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />5' <br />H.B. <br />7-1 <br />FOUNDATION PLAN. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />' <br />U3 <br />Z <br />J <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1 /7=14" <br />. •' <br />:;: <br />#5 CONT REINF. SEE <br />,�� <br />; ; �' <br />'•_ <br />FND. FOR QUANTITY <br />•; <br />", ;�:' <br />;r <br />#5 X 25" X 25" CORNER <br />�' ' <br />BAR ONE FOR EA. <br />' • • ' <br />-------------- <br />. <br />HORIZ. REBAR, TYP. <br />., <br />U.N.O. <br />;;, <br />:;':.: <br />"• <br />"`Alternate: <br />•:;�,�_•::L <br />• <br />The reinf. bars shall be <br />�; • <br />f,: • :r,: • �r. .::=. -• �:=. • :r <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />a <br />(DV <br />Z �; <br />o <br />O <br />_ <br />Z m <br />Z <br />Q <br />O <br />J <br />r� <br />U, z <br />(1) cn <br />w <br />M <br />w <br />O(4 <br />�" <br />o <br />i /) ~ <br />o 0 <br />mn <br />04 <br />U <br />LJ.! <br />an)Cl) <br />C) (0 M <br />E <br />—8 <br />(0.0 M <br />Ooo <br />US M (D' <br />U <br />L IL00 <br />4) <br />�Y <br />U) to <br />to Ov <br />0) <br />Q O <br />N C B D C <br />Fliv:1-1-04 <br />• o) O <br />Lbre <br />Op P <br />s2 �. ,• <br />LU <br />a � �., <br />� "fir <br />Z a wa . <br />IN F E S <br />t`��q <br />Z�er���4tla. <br />W a �*aN <br />N <br />-'Cl) o <br />O D <br />U 0 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />� <br />Z <br />f\ <br />0 <br />•N <br />i>i M O <br />M <br />Q to (0 Lr) <br />a tn•Ld' <br />� I° to <br />oC U a 00 <br />00 <br />Q <br />z3iE <br />W <br />d' <br />oZ <br />�o <br />u, <br />Z. <br />fa <br />Z <br />o0ceo <br />Z U z Q <br />C W z <br />^� <br />Z <br />O <br />U��o <br />T� <br />O <br />w <br />o Z <br />z <br />ZO <br />^L, <br />W\ <br />/ <br />¢ <br />£ <br />M <br />:3 <br />N <br />p <br />0 <br />� <br />U_ <br />z <br />U <br />2 <br />(u <br />O <br />9f <br />Z <br />O <br />o� <br />� � o <br />I- �t <br />k <br />ya <br />X O V <br />Oa <br />L) m d <br />roams` <br />N <br />A <br />Z w z J <br />Q <br />Q <br />aLu <br />£ <br />Z <br />W <br />JILT <br />W <br />Lr) <br />a LL <br />J <br />r1 <br />LLJ <br />o Z a <br />O u <br />Q <br />z <br />Lu ~ <br />0 <br />Lr)z <br />� <br />�Zz <br />m <br />� <br />J <br />= <br />az <br />rl <br />f1 <br />(n <br />£ <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />