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C <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) <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 />65'-0" <br />WVVF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />55'-10" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />V-7a' 6'-4 " 6'-0- 6'-0" 6'-0" 6'-0" 6'-0" 5'-2t' 7'-1 " REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY <br />U.N.O. 3'-0" <br />N <br />A <br />S3 CL <br />H.B. <br />00 <br />� <br />r---------� <br />--- <br />—, ° -- <br />° --------�� <br />— -- <br />BUILDER TO <br />�— <br />_ <br />—(2)#5REBAR <br />T <br />4'-0" <br />12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS wl in <br />APPLIANCE <br />FILLED CELL <br />0'-p„ <br />� I <br />; : <br />; ; I ; • <br />I <br />PROTECTION <br />WHEN REQUIRED <br />I <br />I <br />■ <br />. I <br />:: <br />:: I : ' <br />PER FBC <br />I <br />35--4" <br />20'4" <br />3-1/2" MIN 3000 PSI CONC.o <br />I SLAB FOR HERNANDO I ` r I I: K -1 I <br />I <br />;Nn <br />I COUNTY ONLY 83 <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN Z-7j4" 4'-9" 4'-10" 1:- <br />• VAPOR BARRIER EDGE OF SLAB 2" <br />■ I I C ; ; I :GJ ' I ; BEYOND WALL CJ <br />I <br />� <br />1t1 <br />� <br />F <br />5'-3" 1'-10" 3'-6" (J r <br />cf) <br />O ' <br />I I . 04 I °' <br />■ I �� ..... JF_ <br />:...... <br />(2) #5 REBAR <br />................. O <br />I <br />J <br />` <br />VERTICALS w/ in <br />— <br />_31/2" 1 <br />i <br />FILLED CELL <br />21.6"x2'-6"X1'-0" FTG c' <br />W/ (3) #5 E.W. 3'-5• <br />SLR I <br />7-1" <br />(2) #5 REBAR <br />I I ri <br />Z-6" x Z-6" x 1'-O" <br />a <br />I AHU I I <br />/ to I <br />W/ (3) #5'S E.W. <br />TYP 1 STORY <br />U.N.O. A <br />I `14 <br />CC <br />/ I S3 S3 <br />/ <br />: <br />FILLED CELL <br />I <br />co <br />S3 <br />CJ CJ <br />_ <br />/ • , <br />,` I.,� - - ...... - . ................. <br />_ <br />o <br />W/ (3) #5 E.W. <br />(2) #5 REBAR <br />1O <br />I INDICATES FILLED CELL w/ 3000 PSI I i / / I PROVIDE %2" x 9" M <br />CONC. GROUT FROM FT. TO BEAM / / RECESS FOR FRT. DOOR <br />SLOPE I <br />—� <br />S3 <br />C? <br />' <br />in <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB / / HVAC CHASE _ <br />TOP OF CONC./ PAVER T BE 4 <br />4'-0" I <br />'_ " <br />4'-4 4 6 <br />FILLED CELL <br />I TYP ALL PLACES SHOWN / / <br />@ BASED ON 0'-0" BELOW FIN. FLR.: <br />/ <br />■ <br />■ <br />■ ■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I / i LOCATION I ........ • • • <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / ; ; ; : :::: <br />.. <br />:::::::: <br />STEEL" /i/ <br />-----,------� <br />�? <br />STEPS AS <br />" <br />PROVIDE 1 � RECESS <br />'v <br />REQUIRED <br />PER FIELD <br />/ .. <br />FOR SGD. REFER TO / / KITCHEN ISLAND <br />MASON'S SLOPE FOR / / .......... <br />/ / LOW WALLS OPT. <br />10 104" <br />CONDITIONS <br />WIDTH / / — — — — — <br />/ / CJ — — — — — — — CJ REF. —1- Cd CJ: • <br />' ' CJ —It j ■ <br />— — — — — — — -- ---r— — -- — — — — — — — r—}- — <br />— — — CHASE TO IS D <br />— — — — — — <br />TYP <br />/ / I F I <br />�a <br />1 I <br />STORY U.N.O. <br />GV <br />D.W. 1 <br />� <br />---�- <br />L� <br />= <br />S3 u' <br />r <br />rn <br />SINK / DISP ; ; <br />; ' i 1 I <br />I 31/2" <br />1 0'-0" I <br />L — <br />2'-94" <br />16'-0" V-10" <br />O ■ <br />- <br />�1 <br />t � I <br />_ <br />i <br />. .. ......... <br />. ........ .. <br />■ ■ ■ ■ ■ ■ ■• ■ ■ ■ ■ <br />■ <br />■ <br />■ ■ <br />TYP @ 1 STORY <br />H.B.I U.N.O. 3 <br />1'-* L 3,-21" L 5'-0" L 5'-0" L 5-- <br />_1n" I 2'-1Off" 1 V-11 <br />6011 <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: Y4'=V-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />.: ' ; ; :: •_ <br />�:.; <br />REINF. SEE FND. FOR <br />:;: •:. <br />�• <br />QUANTITY <br />' <br />#5 X 25" X 25" CORNER <br />' ' �'' ' �•• ' _ <br />�'• �•� �' <br />BAR ONE FOR EA. <br />" ' ' ' - • <br />HORIZ. REBAR, TYP. <br />• "•• ' = • <br />U.N.O. <br />• •, •, • ►, • • <br />—Alternate: <br />' <br />The reinf. bars shall be <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 />R <br />�t. <br />'4 <br />�e rr� <br />ON <br />N <br />•� — <br />o <br />' G� <br />Iy� <br />+. • <br />J -3 0' <br />Z: U t <br />��'�P <br />r <br />`j <br />`s91,-' O F E S SRO"" <br />, <br />!r1 Pi 91 E 0!!!1 <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 2017 <br />Florida Building Code - <br />Residenlial Bth 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 />W <br />E 0 <br />p Q -mI <br />IL <br />M N N LL <br />N V) <br />LL LL a a <br />y 9 U. d a OY13 = _ <br />�• <br />�Y4 &oo <br />m J 0 <br />C r- Co0 <br />pWj <br />IL <br />.may-- <p <br />i Earn o T o <br />C N p <br />Z <br />Noma <br />Z <br />06 ❑❑❑❑ <br />W <br />(DCjCO <br />z <br />�Np <br />v/) <br />\{/ <br />''z^^ C <br />V li <br />f0 <br />•V <br />LLr � <br />0 <br />P <br />N <br />W <br />� <br />��d <br />��� <br />o <br />4� <br />O <br />w <br />M <br />M <br />LL <br />i <br />z� <br />W <br />z <br />>�>Q <br />Z CL <br />((Q� <br />a � <br />o2 <br />;? <br />Z• <br />Z <br />CCU <br />o E <br />OQ <br />�s <br />W V <br />W <br />Wm0O <br />� c <br />U <br />gLL <br />>- <br />Z <br />CA J <br />am <br />$� <br />Sao <br />W <br />0 <br />k <br />aLL <br />NJ <br />o <br />et <br />Z5 <br />$ 3 <br />�M <br />0 <br />= <br />d <br />L <br />� <br />_> <br />O <br />CL <br />C m <br />CO <br />T <br />c o <br />O O <br />T <br />n <br />Lo <br />M_ N <br />T" <br />E <br />W <br />c M <br />' <br />C,)r <br />`�+ <br />c <br />Z <br />c <br />E 0 <br />E <br />U <br />N Qj <br />m <br />c <br />0- <br />Q p <br />JOB <br />NO: <br />20-0563 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />