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3 <br />v <br />OD <br />c <br />a� <br />H N <br />0 <br />0 <br />r <br />.o <br />00 <br />LO <br />N <br />m <br />a <br />-v <br />0 <br />O <br />00 <br />I <br />N <br />0 <br />N <br />N <br />a <br />C <br />H <br />N <br />0 <br />S <br />0 <br />i <br />2 <br />0 <br />U <br />0 <br />U <br />Cl- <br />i <br />0 <br />U <br />J <br />ii <br />N <br />O <br />N <br />O <br />0 <br />0 <br />rn <br />N <br />t2 <br />0 <br />0 <br />9Y <br />(n <br />O <br />m <br />0 <br />c <br />d <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 />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 />59'-4" 01w z <br />v w <br />7'-2" 5'-2" k 6'-0" 6-0" 3'-0" l, 3'-10" 1 10 4'-0" T-10" 4'-8" 4'-8" T-8" 3'-4" . ° <br />H.B.+ <br />■ <br />.- ». <br />CP <br />3-1/2" MIN 2500 PSI CONC <br />1 I <br />Cl) <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I <br />I ; ■ <br />G4111 <br />(3000 PSI CONC. SLAB FOR <br />HERNANDO COUNTY ONLY)0'-0" <br />■; :I `;; ........ - - -;', - - - i <br />13 -54 CJ T-2" CJ i CJ <br />- - : - �- f- - - - - - - - -I <br />CJ CJ <br />C� <br />o? <br />o? <br />I i <br />■ <br />................. I : <br />...............0 .. <br />A. <br />■' <br />I <br />1 I 0'-0" <br />60 <br />A <br />ITCi TCJ Ci <br />T <br />I I f <br />(2) #5 REBAR <br />o? <br />S3 <br />A1 <br />I o : S3 VERTICALS w/ in <br />I <br />I I <br />1 I:: FILLED CELL <br />{ 111" <br />III <br />• � <br />23 2'-10" 4 -14 r� <br />I <br />2- 6" <br />I <br />G <br />1 { I I <br />I O I <br />K <br />- <br />q <br />v <br />M <br />N <br />2'-6"x2'-6"x1'-O" <br />S3 — _ _ SINK w/ DISP <br />I W/ 3-#5 E.W. CJ — — — — — <br />�I--D D.W. <br />1{ <br />KITCHEN ISLAND I 1 <br />100 CHASE TO <br />1 I <br />■ • I LOW WALLS <br />` "::::::::::' IL_ —J _—________ IISLAND <br />r—----------- —Ma <br />1 t I S3 <br />",t EDGE OF SLAB 2" ( <br />"� III <br />�— <br />t <br />r BEYOND WALL <br />r <br />- <br />zo <br />CD <br />o <br />CJ I — — — — — —J CJ CJ 1 <br />I <br />: ; I: CJ a� I <br />40, 4'-0" <br />. <br />G <br />I S3 <br />I: I <br />5'-4" S-8" 7'-8" <br />OPT. D <br />; ; 3, 3 1!2" SLOPE <br />4'-916' <br />I 1 37'-51" I <br />121'-24" <br />r <br />32'-84" <br />4'_8$' <br />53 1/2" <br />(2) #5 REBAR <br />�• VERTICALS in <br />00 <br />o <br />I L <br />I 1 <br />I PROVIDE 1 Y" RECESS <br />• _ • • w/ <br />1 HVAC CHASE I `� ; ; 1 FILLED CELL <br />. <br />BASED ON <br />(' ' <br />ly <br />S3 <br />i� <br />LOCATION W.H. <br />I FOR SGD. REFER TO in <br />L TYP <br />MASON'S SLOPE FOR <br />CJ <br />1 I AI, <br />' <br />WIDTH <br />— — �- — — — <br />INDICATES FILLED CELL w/ 3000 <br />I: <br />— — — . . <br />CJ CJ �— 7 <br />N <br />STEPS AS <br />REQUIRED <br />0'-0" PSI CONC. GROUT FROM FT. TO <br />: I li� <br />I BEAM W/ (1) #5 REBAR VERT <br />I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2-6- <br />I I <br />o <br />T <br />PER FIELD <br />CONDITIONS <br />: I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />TOP OF CONC./PAVER TO BE <br />3 1/2" SLOPE <br />BELOW FIN. FLR. z I <br />DOWELS 5" EMBED W/ 25" EXT. <br />`n PROVIDE %z' x 9" iv (2) #5'S <br />`n <br />ABOVE SLAB GRADE 40 STEEL <br />RECESS FOR FRT. DOOR - <br />111 <br />■.................. .................. <br />: .. ..... ..■... .■ <br />T- <br />5' <br />A <br />S3 <br />2'-9" S-2" <br />5'-1" <br />H.B. <br />L <br />S3 <br />TYP <br />2'-6" x 2'-6" x 1'-O" <br />W/ (3) #5'S E.W. <br />FOUNDATION PLAN MONO - ELEV-Bl. <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />•; ; .: • '•_ <br />REINF. SEE FND. FOR <br />:.' <br />•;� <br />QUANTITY <br />;; ', ;".•' <br />�•' •�• <br />�' <br />#5 X 25" X 25" CORNER <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 />;r •: ��; �: • ;; •; ;;; •; • ;;; •: •'fir <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 />}� <br />� ¢0WIV <br />•'G �;� Olt <br />• <br />J vj <br />� O - <br />`4 <br />Cc <br />- L <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />Wp 0 B D 00 <br />to 00 <br />® O O (O N J <br />yN m�0 W LL <br />t4 n m � <br />(fi + -Ia <br />LL <br />a M"W <br />�`l" za <br />o rx o <br />a°mo <br />w@o <br />W <br />Z 00 0 <br />LO N Z U 6 0 5 <br />m O� <br />N -j <br />Q <br />" Z O V ❑❑❑ <br />W <br />O V <br />z � M <br />Z$ 0 <br />Z o <br />O <br />Qom' <br />in <br />ti <br />M <br />to z <br />� � o <br />LL <br />a--� u, <br />w <br />� m <br />U <br />0 w o <br />�N�1•� <br />vss <br />U) <br />U <br />Fw— _ E <br />s 8 <br />_ $ d <br />U o <br />c �S <br />to, <br />r` <br />J <br />w <br />GYJ <br />� <br />w ¢¢Z <br />o S <br />Z <br />U <br />Q E <br />F14 <br />wo <br />�� <br />�� <br />>� <br />�& <br />_-® <br />oa <br />Ca <br />— E <br />2O <br />UO <br />0 <br />&< <br />N <br />N <br />ao <br />wo <br />a <br />�W <br />¢� <br />Y <br />mo <br />° <br />z <br />¢w <br />'o <br />N <br />oa <br />o <br />g <br />� � <br />� <br />o <br />a <br />�w <br />Tk <br />>O <br />CZ) <br />O <br />�Y <br />wa <br />z¢ <br />aF <br />o� <br />�N <br />0 <br />= <br />` <br />> d' <br />J <br />ca <br />ca <br />`_° <br />N <br />0 <br />CL <br />CU <br />Cfl <br />0-) <br />0) <br />Tcc <br />■� 2 Y'- <br />O <br />1i�^ <br />L i <br />0)cN <br />N <br />r <br />E <br />r, <br />N <br />o <br />Z <br />Z <br />:3 T <br />E CD T <br />FLU <br />E <br />Q 0 <br />JOB <br />NO : 20-8075 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />