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c <br />C <br />d <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 />55'-10" V-7" T-7" UPPER 1/3 OF SLAB THICKNESS WHERE <br />3" OR FIBERMESH SHOWN ON <br />5'-7$' 6'-4$" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2$' T-1s" 1'-4" REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY <br />T-O" z <br />U.N.O. v(w < <br />S3 H.B.+ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />00 <br />�- — -- -- — ---- •+- <br />--- <br />—: o7(— -- <br />o — — <br />----- <br />— �-: <br />— — <br />— <br />BUILDER TO <br />- <br />(2) #5 REBAR <br />4'-0" <br />12' 1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />O <br />0 0„ <br />; ; <br />:: <br />I ; : <br />PROTECTION <br />WHEN REQUIRED <br />I <br />■ <br />I <br />:: <br />I : <br />PER FBC <br />35;-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />I <br />iv <br />I SLAB FOR HERNANDO <br />J <br />COUNTY ONLY f <br />S3 <br />I <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />' <br />SLAB OVER 6 MIL VISQUEEN <br />2-7a <br />4'4" <br />4'-10" : ' <br />VAPOR BARRIER <br />I <br />I <br />EDGE OF SLAB 2" <br />■ <br />CJ <br />:: :CJ. <br />; <br />BEYOND WALL CJ <br />o� <br />"? <br />5'-3" 1'-10" T-6" <br />c� <br />,0 <br />N I it <br />r� <br />(2) #5 REBAR <br />VERTICALS w/ in <br />I J <br />( — <br />,- <br />PT. OPT. D <br />3� <br />FILLED CELL <br />I <br />o <br />I <br />ih <br />2'-6',x2'-6' X1'-0jFTG G <br />W/ (3) #5 E.W. <br />_ _ _ _ <br />3-5" <br />SLOPE <br />T-V <br />(VERTICALS <br />I ^ <br />2'-6" x 2'-6" x 1'-0" <br />M <br />AHU <br />I <br />I <br />wAnj <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O.S3CJ <br />iv <br />CCFILLED <br />CELL <br />r <br />ICJ .. <br />-I <br />— <br />- <br />_ <br />..... <br />::: <br />.'.'.'.'.'.' .' _ _'_'_'_'_'_'_ <br />oo <br />I 25'-1028"� <br />2'-6"x2'-6"XV-0" FIG <br />5'-3" <br />W/ (3) #5 E.W. <br />I -4" ( <br />L <br />(2) #5 REBAR <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />/ I <br />� � <br />PROVIDE Y2" x 9" �' <br />RECESS FOR FRT. DOOR <br />SLOPE ( <br />S3 <br />CO <br />VERTICALS w/ in <br />VERTICALS <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />% HVAC CHASE <br />- <br />TOP OF CONC./ PAVER T BE 4" <br />4'-0" ( <br />4'-4" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN <br />%� BASED ON <br />(� 0-0 <br />BELOW FIN. FLR. <br />■ <br />■ <br />■ <br />■ <br />■ <br />v HOOKED FTG. DOWELS 5" EMBED I i i� LOCATION I ......... ' ' , <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />........... <br />7 ' <br />l— <br />ISTEEL" <br />i i <br />— — — — <br />— •— — — — — <br />4'-0" <br />% <br />16'-10" <br />12'-10" <br />o <br />10'-104" <br />`D <br />STEPS AS <br />i <br />I <br />PROVIDE 1 %2' RECESS , I I <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO <br />MASON'S SLOPE FOR � <br />KITCHEN ISLAND : <br />LOW WALLS : . <br />OPT. <br />. '........ <br />""" ' " <br />" ' "" <br />CONDITIONS <br />■ <br />WIDTH i i11 <br />C-�-�� <br />REF. <br />��J- <br />Cl ; <br />■ <br />- - - �'� - <br />-_---- <br />- - <br />-_---- - <br />- <br />- <br />- - - <br />- - - <br />- -CJj - <br />III! <br />- - - <br />TYP@ 1 <br />I I <br />I i� I D.W. <br />CHASE TO IS D <br />I � � I <br />1 <br />I <br />STORY U.N.O. <br />- <br />o <br />S3 <br />i I <br />in <br />cI <br />I <br />i i L� <br />IIj oo <br />S3 <br />in <br />�' <br />�, __-�- <br />I <br />I <br />-- I <br />SINK / DISP <br />:: <br />: ; I i <br />-3 1 /2" <br />I <br />.: <br />j <br />I <br />L— <br />16'-0" <br />2 9a" 6'-10" <br />I <br />I <br />0 -0' <br />■ <br />M <br />o <br />co- I <br />;tL_---------�---- <br />0 <br />' <br />--- I-#---------J <br />--- —+----------- <br />---------�— <br />— <br />■ <br />■ ■ ■ <br />■ ■ ■ <br />■ ■ <br />■ ■ <br />■ <br />■ <br />■ <br />E. <br />T-O" <br />H.B.; <br />64" <br />1,4 L T-2$" L 5'-0" <br />5' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />-in-, 1- 2'-1Off' I_ 5'-11 <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4"=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <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 />or_ <br />i <br />I <br />Cv <br />G +J N <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. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />H <br />F'T <br />Q <br />$E$jj `g 00 <br />_j <br />p N v N <br />I, <br />o~D <br />6 'F 73Jkk LL <br />LO <br />0 <br />M <br />3 � N LL W <br />cAr-r-a i w a <br />°. <br />Q <br />Imo � �[ <br />J W V- d <br />Z <br />u, <br />O <br />�Nco L O J <br />rn rn <br />W <br />Z <br />o <br />Z <br />N M Z Cr y 0 <br />OU rOn <br />W <br />❑❑❑ <br />V M � <br />z N Cl) <br />0 <br />z 0 3 <br />z <br />J <br />d � <br />N <br />z <br />U 0 <br />U? 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