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C <br />C <br />v <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 />65'-0" UPPER �B 1 3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />5'-4" 1'- s 3'-28 5'-0" 5'-0" 5'-10" S-10" 6'-0" 6'-0" 3'-10" Z-1064" 5'-1164" 5'-0" 5'-4° REINF. SEE PLAN. FOUNDATION PLAN <br />LU Z <br />W Q <br />A <br />'HB� 1 STORY <br />U.N.O. <br />S3 <br />: <br />\� \ HVAC CHASE <br />\� \ BASED ON <br />■ <br />\ LOCATION <br />\ 16'-0" <br />2,_94., <br />6'-10". <br />.. <br />r II}11 <br />( ■ <br />01-01, <br />cv <br />in <br />co <br />I L <br />S3 \ \ \ I = _ = �— SINK / DISP — — <br />r{ J fir —1 �- =11 <br />:: <br />I ; ; a <br />:: } 1 <br />I I 1 <br />00 I <br />A N <br />o_ <br />53 <br />\ \ 1 <br />D.W. I II II I <br />} 1 <br />S3 LO <br />\� \ IL <br />=— <br />_ I CHASE TOISL�(VLD— <br />— — — — — -- <br />: <br />} I <br />} <br />I l <br />I <br />TYP @1 <br />STORY U. N.O. <br />■: <br />--�E <br />PROVIDE 1 %" RECESS C' L _ <br />— <br />— — — —I— — <br />_ — _ — _ - } <br />------ <br />rn <br />C I II I. T <br />CJ OPT. <br />• ' <br />--r-CJ <br />" <br />C J II <br />= <br />■ <br />STEPS A5 <br />REQUIRED <br />I FOR SGD. REFER TO \ <br />KITCHEN ISLAND <br />I.. <br />III REF. 1; <br />" " <br />" " " " " <br />PER FIELD <br />MASON'S SLOPE FOR \ <br />\ LOW WALLS <br />III 1' <br />" : ; <br />CONDITIONS <br />I WIDTH <br />\ \ <br />I <br />:�. <br />4'-0" <br />I <br />\ \ <br />16'-10" <br />12'-10" <br />b <br />r <br />— — — — <br />— — — — — --� <br />INDICATES FILLED CELL w/ 3000 PSI \ \ <br />CONC. GROUT FROM FT. TO BEAM <br />_ <br />W/ (1) #5 REBAR VERT ABOVE SLAB 1 <br />3-1/2" MIN 3bob4'SI CONC. <br />I <br />TOP OF CONC./ PAVER TO BE <br />' ■ 4'-0" <br />4'-4" <br />4'-6" <br />(2) #5 REBAR <br />TYP @ALL PLACES SHOWN SLAB FOR HERTII�DO 0''-0" <br />VERTICALS W/ijnHOOKED <br />VERTICALS w/ in <br />FTG. DOWELS 5" EMBED <br />COUNTY ONLY \ \ <br />\ \ <br />4"BELOW FIN. FLR. <br />10, <br />FILLED CELL <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />3-1/2" MIN 2500 PSI COW, <br />PROVIDE Y2" x 9 Y2' <br />>— � <br />'IT SLOPE <br />STEEL" <br />SLAB OVER 6 MILVISQUEE'N� <br />� <br />RECESS FOR FRT. POOR <br />L <br />I <br />VAPOR BARRIER \ I <br />\ \ <br />M <br />2 -6' x2 6 X1'-0 FTG 10 <br />M <br />I -4" <br />S3 <br />Er <br />CD <br />1 <br />25'-10$" <br />\ \ <br />9'-51, <br />W/ (3) #5 E.W.A <br />I <br />4'-4" <br />LO <br />CJ <br />T. <br />I <br />REBAR <br />°0 <br />S3TCJ <br />\ <br />S3 <br />CALS w/ in I <br />r <br />TYP @ 1 STORY <br />I <br />i? <br />I AHU <br />I <br />I <br />D CELL I <br />2'-6 x 2'-6" x V-0" <br />U.N.O. <br />iv <br />r <br />T-1 <br />W/ (3) #5'S E.W. <br />_.� <br />I <br />2'-6"x2'-6"X1'-0*FTGT �_ — _ : <br />W/(3)#5E.W. •�==� r-----ir— <br />MTV <br />#5 REBAR <br />L J <br />_ <br />I II F� I'-3 <br />SLOPE <br />(2) <br />w/in <br />FILLED CELL <br />I <br />T'� ........ . <br />. <br />112"VERTICALS <br />I OPT. D I I OPT. VW II <br />L — -J ; <br />— <br />5'-3" 1'-10„ 3'_6" <br />ih <br />I <br />o � <br />T. <br />■ - <br />— CJ <br />:: <br />CJ <br />— CJ <br />I <br />I <br />o <br />�I <br />2 -�4' <br />T 11' 1'- <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />I <br />- <br />K <br />J <br />in <br />N <br />r <br />I <br />S3 r <br />M24 <br />S3 <br />i>7 <br />I <br />'- <br />35'.--4" <br />20'-6" <br />■' <br />I <br />I:• <br />BUILDER TO PROVIDE <br />. <br />0'-0" I <br />•, <br />I <br />.. <br />2'-6" <br />APPLIANCE PROTECTION <br />I <br />I <br />WHEN REQUIRED PER <br />4'-0" <br />12'-1" <br />_ _ <br />FBC <br />(2) #5 REBAR I <br />//W'H'\1 <br />VERIFY LOCATION <br />VERTICALS w/ in <br />: • <br />----------� <br />---/---i4 <br />/�-- <br />------�: <br />—� N <br />ELECTRICAL PANEL <br />+-- <br />FILLED CELL <br />------ <br />V-6" L 5'-78" <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />no <br />M== I <br />VERIF METER -I <br />LOCATION WITH <br />BUILDER <br />15'-0" <br />FOUNDATION PLAN - ELEV-Al <br />SCALE: %4'=V-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />IRIZ. REBAR, TYP. <br />J.O. <br />ternate: <br />reinf. bars shall be <br />t. around corner by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />e� <br />c�+t <br />2�9 <br />rr <br />0 W <br />�"1 <br />a a <br />m <br />�0. <br />© . <br />tV L <br />N O <br />d <br />s E = c <br />�� � <br />Cr- <br />3 <br />y• � d <br />c�a <br />a1i' a <br />'•`� <br />a t= <br />N i3. ••� <br />r <br />_t, <br />%j <br />n <br />M <br />N <br />0 <br />N <br />N <br />O <br />I r S <br />R' ` i� <br />''! ✓ <br />���a <br />our - <br />..... <br />ram., <br />r. <br />hy'a <br />To the best of the Engineer's 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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