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T-1 <br />_. _ ,. __ . ... i I I ., .. _ I 1 .. :: i . - I ,., � ✓all . , l . _ _ tl . <br />6'-0" I. 2'-9" <br />'-4- <br />H.B.+ <br />TYP <br />L <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />W-01i <br />■.................... ......... ....... <br />............................ �• — <br />I--- <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Y2" x 9" (2) #5'S <br />I PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />Y 3 1/2" SLOPE <br />TOP OF CONC./ PAVER TO BE 4' I <br />= <br />LO <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />I ABOVE SLAB TYP @ ALL <br />0' 0" I PLACES SHOWN HOOKED FTG. <br />is BELOW FIN. FLR. 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />CONDITIONS <br />( DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />PROVIDE 1 Y" RECESS <br />i I <br />CJ C -.......rt..!' .—. ■ ■ ■ ■ ■ <br />— — — — — <br />I HVACCHASEI � AHU I:: ----------+— <br />Y <br />N <br />r <br />TYP <br />L <br />S3 <br />FOR SGD. REFER TO <br />I MASON'S SLOPE FOR t` <br />( WIDTH <br />BASED ON I; ; 2'-6" x 2'-6" x 1'-0" <br />LOCATION ? i W.H. W/ (3) #5'S E.W. <br />I <br />1 <br />...:. . <br />I 1 I (2) #5 REBAR <br />-3 1/2" <br />I 32'-84" <br />`�� 4-8" VERTICALS w/ in <br />FILLED CELL <br />L_ <br />I <br />— — <br />3T_5j„ 21'-21" <br />V-4- T-8- I 7,_8- <br />2•_1«.. -31/2" I SLOPE <br />4'-0" <br />I G <br />DS3 <br />CJ — I r-- — — — — — —I I CJ�I---�---_---- _ -- <br />;OPT, <br />CJ <br />T <br />04 <br />' <br />- - _ _ -� <br />• • • • • • • I CHASE TO <br />■ J <br />C1 EDGE OF SLAB 2" <br />- : BEYOND WALL <br />II I J <br />( KITCHEN ISLAN I I I I ISLAND <br />2,_6«,-6«x1'-0" LOW WALLS I I <br />OE 1 <br />I J <br />I I I S3 <br />D.W.I <br />W/ 345 E.W. —_ _ — — =--- 1 <br />�� '— <br />I <br />G 91W %DISP <br />� <br />i S3 C14.3 <br />I 1 2'-6" I <br />�1 S3 I <br />O I <br />o <br />c <br />I 23'-11" 2'-10" 4" <br />11$" I <br />, <br />(2) #5 REBAR <br />A <br />S3 <br />( <br />° K VERTICALS w/ in <br />I } I S3 FILLED CELL <br />) I <br />o0 <br />�I <br />r <br />T ............ ........................: <br />" <br />0' -0CP <br />---.----__ _.�-_____ :. ■ <br />L_ <br />0 ;' <br />.. <br />I <br />I ...... <br />I <br />oo <br />)� <br />7'-2" J <br />I : ■ <br />CJ j = CJ <br />... . .. <br />:: CJ +CJLO <br />�--- - - - -I <br />, <br />° <br />3-1/2" MIN 2500 PSI CONC <br />I <br />1 <br />SLAB OVER 6 MIL VISQUEEN <br />I ■ <br />l0= <br />VAPOR BARRIER I : <br />PSI CONC. SLAB FOR I <br />(3000 <br />I i M <br />I a <br />HERNANDO COUNTY ONLY) ; <br />2'-6" x 2'-6" x <br />W/ (3) #5'S E.W. I <br />in <br />, <br />• � <br />--------� ---- ---- I -' ----I-- <br />I <br />— — i---------- +------- J <br />et <br />..................... .....CV........ <br />H.BtII <br />T-O" L <br />aI <br />O <br />a <br />N <br />O <br />N <br />N <br />5•-2" <br />-101• L 4'-8" L 4'-8" <br />7•-8" <br />3-4- <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: Y4"=1'-0" <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 />VWVF 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 />Uj <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />• �, <br />•: . <br />Iv <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />- #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />**Alternate: <br />The reinf. bars shall be <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 />N`>>�tetilR�Ola <br />Q ­j tA_ <br />sl,��, ESS10 <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 Florida Building Code - <br />Residential 7th Edition. 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