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c <br />c <br />d <br />65' <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 H.B. <br />BUILDER TO <br />(2) #5 REBAR <br />• . <br />4'-0" 12' 1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />O <br />0'-0" <br />:: :: I : <br />I <br />PROTECTION <br />WHEN REQUIRE <br />D I <br />:: <br />I <br />■ <br />( <br />:: I : <br />PER FBC <br />35'-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />SLAB FOR HERNANDO <br />J <br />U'', <br />) <br />I COUNTY ONLY r S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2--A" 4'-9" 4'-10" <br />I <br />VAPOR BARRIER EDGE OF SLAB 2" <br />■ I CJ :: I C. : : BEYOND WALL CJ <br />' <br />o <br />- <br />-1 <br />5'-3" 1'-10" 3'-6" �N r <br />I <br />M <br />O <br />MTV <br />(2) #5 REBAR <br />VERTICALS w/ in <br />I • <br />— `� : PT. OPT. D <br />I <br />Cl) <br />FILLED CELL <br />I 3 1/2 <br />2'-6"x2'-6"X1-0 FTG G <br />W/ (3) #5 E.W. S3 - -._ _._ _ - T-5" <br />SLOPE <br />7 T-1" <br />(2) #5 REBAR <br />- <br />. - : ( : <br />2'-6" x 2'-6" x V-0" <br />AHU <br />I <br />VERTICALS w/ in I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />CC <br />: / ( S3 <br />FILLED CELL <br />I <br />U? <br />/ S3 <br />F <br />'.'.'.'.'.'.'.'.' '.'.'.'.'.... <br />o <br />M <br />0'0 <br />:: :.' <br />„ —------- <br />25-10128 / / 9 -5128 <br />■ <br />IN <br />2'-6"x2'-6"X1'-0" FTG <br />.11 <br />W/ (3) <br />(2) #5 REBAR <br />INDICATES FILLED CELL w/ 3000 PSI / I PROVIDE %2' x 9" `r' <br />CONC. GROUT FROM FT. TO BEAM / RECESS FOR FRT. POOR <br />SLOPE, I <br />S3 <br />19 <br />Fo <br />VERTICALS w/ in <br />/ / <br />W/ (i) #5 REBAR VERT ABOVE SLAB HVAC CHASE TOP OF CONCJ PAVER T BE 4" <br />4'-0" <br />_ <br />4'-4" 4 6" <br />FILLED CELL <br />I TYP ALL PLACES SHOWN / i/ <br />@ BASED ON � 0'-0" <br />/ BELOWFIN. FLR.::: <br />■ <br />...... ■ <br />■ ■ ■ <br />I HOOKED FTG. DOWELS 5" EMBED I / i LOCATION ................... ............. ............ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 : ; ::: <br />• : <br />STEEL" /�/ <br />-----,----- —� <br />4'-0" <br />16'-10" <br />12'-10"o <br />o <br />10'-10�" <br />C° <br />STEPS AS <br />PROVIDE 1 Y2" RECESS / / <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO / KITCHEN ISLAND : <br />MASON'S SLOPE FOR / / OPT. .......... <br />/ LOW WALLS <br />CONDITIONS <br />WIDTH / i --- — REF. ICJ— <br />■ <br />C+—�j— <br />■ <br />— � — � — — — — — — rt—C+CJ—�-II <br />/ =---_---- -_____ -=__ :: <br />— — CHASE TO IS D <br />— — — — <br />° I I <br />TYP @1 <br />F <br />i/ D.W. I '" <br />t ( <br />I I t <br />STORY U.N.O. <br />A N <br />S3 <br />/ I I <br />_ <br />0 <br />oo l <br />/%/ I LL — J I <br />IIJ oo <br />S3 <br />ii> <br />�' I <br />-3 1 /2" <br />I / / SINK ! DISP <br />1 <br />L — — <br />16' 0" a 6' 10" i , . <br />- <br />I ' ■ <br />I <br />- <br />/ <br />O <br />� <br />I <br />i <br />H.B. <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />-1 <br />-10" I. 6'-0" <br />C:$I� <br />10" 2'-106 5'-1 <br />FOUNDATION PLAN MONO - ELEV-Bl_ <br />=.Y11-11011 <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />w � <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />..� <br />"._ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' • <br />HORIZ. REBAR, TYP. <br />• <br />"• <br />U. N. 0. <br />_ - <br />""Alternate: <br />The reinf. bars shall be <br />; <br />_ _ • <br />��; •'� ��;,. •'!�,"•, ��;,. ��;,: �'�� <br />Cont. around corner by cold <br />bending the bar w/ min, <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />0 <br />c� <br />C� <br />0Pv <br />e C-4. <br />B• <br />6 <br />•®a'•••....E^mas•°s• <br />`,�.✓ e�j ,Q <br />��I <br />OFESS\ �• <br />`,+ <br />��.1 <br />t�Fl�E S>' t,;k <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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