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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" a <br />- T-v w z <br />w � <br />T-2" 5'-2" 6'-0" 6'-0" T-O" T-10" 4'-0" T-10" 4'-8" 4'-8" T-8" T-4" <br />3' <br />A <br />H.B. s3 CONTROL JOINT DETAIL <br />I <br />C14 <br />I1 <br />I I <br />3-1/2" MIN 2500 PSI CONC <br />' <br />I 1 co <br />SLAB OVER 6 MIL VISQUEEN I <br />VAPOR BARRIER <br />(3000 PSI CONC. SLAB FOR 0' <br />HERNANDO COUNTY ONLY) a <br />1 <br />I <br />J. <br />11 <br />13'-5 CJ CJ { i CJ <br />— I <br />CJ CJ <br />80 <br />OP <br />' .' .' .' .' .' .' .' .' .' .' .' .' .' .' . '. ' <br />0 <br />50 <br />................... <br />............... <br />CV <br />h <br />AT <br />I CJ :TCJ CJ <br />T <br />i { I : <br />7 I K (2) #5 REBAR <br />I' <br />00 <br />'- <br />S3 <br />1 i o S3 VERTICALS w/ in <br />I I I <br />• <br />I FILLED CELL <br />i{ 111„ I•• I <br />III $ <br />� <br />23'-11" 2'-10', 4'-1 " M <br />i f I <br />. I <br />I I <br />G <br />o <br />I: <br />• <br />I O I <br />o <br />� <br />12'-6"x2'-6"x1'-0" bN <br />S3 _ SINK wl DISP <br />W/ 3-#5 E.W. CJ — — — — — — — <br />�r-D.W� <br />i I { : K <br />KITCHEN ISLAND I o o <br />I I oa CHASE TO <br />j J <br />I :ISLAND <br />■ • I LOW WALLS <br />---------- -- M�v <br />r <br />1 1 11 S3 <br />EDGE OFSLAB 2" <br />L '— <br />T <br />L— J T <br />„'ft BEYOND WALL <br />�. 1I , — _- -- — — — --CJ — — <br />`�° <br />o <br />CIJ — — — — — —CJ�----_----=— J— <br />in <br />G <br />S3 <br />( : <br />54" T-8" T-8" <br />OPT. D <br />:: 4'_9.-" I:: �'31l2" SLOPE <br />16" <br />I 1 37'-52 <br />121'-2j" <br />53 <br />32'-84' <br />4'-8$" <br />(2) #5 REBAR <br />in <br />b <br />1/2" <br />I <br />_ <br />I PROVIDE 1 Y2' RECESS 7 <br />_ ��.. — �.. VERTICALS w/ in <br />I <br />HVAC CHASE `,�• , , , FILLED CELL I <br />BASED ON 11 <br />LOCATION I W.H. <br />13 <br />FOR SGD. REFER TO in <br />I; <br />L TYP <br />MASON'S SLOPE FOR <br />1 AHU----------+—-------J <br />I WIDTH <br />INDICATES FILLED CELL w/ 3000 <br />— — — <br />CJ CJ <br />STEPS AS <br />REQUIRED <br />0'-0" PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />I 2'-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <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 4" 3 1/2" SLOPE <br />_ <br />BELOW FIN. FLR. <br />DOWELS 5" EMBED W/ 25" EXT. <br />"GRADE <br />C <br />`" PROVIDE %2' x 9"CN (2) #5'S <br />ABOVE SLAB 40 STEEL" <br />RECESS FOR FRT. DOOR <br />A H.B. L <br />S3 S3 <br />3'-0" TYP <br />7'-1s' 1. 5-2s' �_ 6'-0" L 2'-9" L 5'-2" � 5'-1" L 64" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />16-0" <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4'=V-0" <br />SCALE: 3/4" = V-0" <br />,: • <br />. • <br />•;: <br />#5 CONTINUOUS <br />REINF. SEE FIND. FOR <br />•,; <br />:;;,:� <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />�'' ' ' �'• ' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U. N.O. <br />• ; . <br />., .. <br />- .. <br />*"Alternate: <br />The reinf. bars shall be <br />cuntaround corner by cold <br />bending the bar w/ min. <br />• <br />• •, <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />",�4illtte•=ro<<�� <br />f <br />N•i <br />yam. <br />C1 <br />F 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 <br />Florida Building Code - <br />Residentiai 6th 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 />AE <br />7 <br />co °ro <br />O 8 8 N R, C9 <br />Q E, <br />♦� <br />V <br />0 <br />N 01 J <br />y N aC '� � -J <br />U. <br />7- m N J* W <br />U � LL � a <br />M M <br />aa <br />j W N <br />co LL � a d <br />0_0 <br />c 0, zz O <br />r m ow 0 <br />or` <br />W00 <br />U a <br />IL <br />a cc o Ln <br />N Cl) <br />W <br />a U J <br />O U❑� <br />O � <br />a <br />J <br />a 7 <br />U <br />c/1 <br />z <br />0 o <br />4.1 <br />r'13 <br />N <br />w <br />� <br />U <br />0 <br />to <br />w o <br />e~ <br />MIN <br />U � <br />c <br />E <br />Lmu: 8 <br />t <br />U 'o <br />0 <br />• <br />N <br />MIMMIE <br />o <br />CC) <br />J <br />W <br />M <br />M <br />z <br />o <br />z <br />1 <br />Q E <br />za <br />Wo <br />Z <br />>a <br />¢� <br />z® <br />O a <br />t— ra <br />O <br />XU O <br />d° <br />F <br />0 ° <br />Q Q <br />N <br />N <br />a0 <br />a0 <br />0 <br />¢ <br />az <br />�W <br />L <br />rp <br />z <br />< <br />0 <br />m 0 <br />° <br />° <br />z Z <br />m <br />MENQ <br />rn <br />3 <br />z z <br />g° <br />0� <br />z <br />w <br />=3 <br />� F <br />>° <br />o <br />oaF <br />d <br />z¢ <br />U3 <br />cN <br />0 <br />= <br />` <br />> d. <br />J <br />L <br />^' <br />03 <br />W <br />03 <br />m <br />co <br />r <br />� <br />0 rn <br />� <br />O <br />T <br />= N <br />CV M <br />N <br />r <br />E <br />` <br />o <br />z <br />E O <br />E <br />r <br />m <br />c <br />m <br />a <br />0 <br />U J <br />'D <br />Q 0 <br />c <br />JOB <br />NO : <br />20-8068 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />