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'...::::::::::::::::: :::::::::: <br />::::::::::::::::::: l::::: <br />I <br />...............: <br />■ <br />S37 I <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />:■ <br />TOP OF CONC./ PAVER TO BE4" <br />T-8" 4'-4" <br />I <br />■ : I HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />r — — <br />3-1/2" MIN 2500 PSI CONC SLAB OV R 6 <br />T-1s" 4'-8" <br />PROVIDE %z' x 9" <br />2-6"x2-6'x1-0 <br />�' <br />L i <br />3-3 1/2" <br />( MIL VISQUEEN VAPOR BARRIER <br />I <br />RECESS FOR FRT. DOOR <br />FRT. <br />W/ (3) #5'S E. <br />3 <br />1/2"SLR <br />S <br />cv <br />ZID <br />0 <br />io <br />in <br />�II <br />--_- <br />II -I <br />- -III <br />-IIIIII <br />—�W- <br />i <br />qS <br />■ <br />CJ I D.W. III <br />IIIIIrII <br />IIIIL <br />— <br />— <br />N <br />�---L — <br />---,�IIIIPI <br />I �N <br />-II ::' ::• <br />■: IIII <br />.H—.�� j <br />K <br />CC <br />S3C <br />II( <br />S3 <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 �" RECESS I � 1 <br />I 1IL-J0 <br />I <br />o <br />f <br />o;cx� <br />ii�� <br />FIELD <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />T-421" <br />T-12' <br />wPER <br />ih <br />CONDITIONS <br />WIDTH 1ALo <br />4'-0" <br />II = <br />20-6 <br />C- <br />I I'• <br />OF SLAB 2" <br />#5 <br />VERTICAL <br />vuj <br />x <br />NEDGE <br />BEYOND WALL <br />BARS <br />M <br />I KITCHEN ISLAND <br />LOW WALLS <br />S3 <br />BUILDER TO PROVIDE I J <br />11 CHASE TO ) <br />I I ISLAND <br />APPLIANCE PROTECTION S3 <br />WHEN REQUIRED PER FBC <br />■. <br />ATES - - <br />INDICATES FILLED CELL w/ 300o PSI <br />_ - - <br />- - -I- - - - <br />0 <br />LO <br />- <br />- <br />in <br />A <br />I CONC. GROUT FROM FT. TO BEAM -1-CJ <br />; ; I <br />-1-CJ I <br />60 <br />T <br />_ <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />r <br />N <br />TYP @ ALL PLACES SHOWN zo <br />I <br />in <br />TYP @ 1 STORY <br />U.N.O. <br />I HOOKED FTG. DOWELS 5" EMBED <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />-�.--.-.-.--.- ' <br />-- -- - -_ -- - t� ; <br />-3 1/2" <br />SLOPE <br />STEEL" <br />I &T. 0 I OPT. D <br />I <br />#5 <br />I 20'-10 � . <br />is <br />� - - - - � • ' <br />4'-71.. <br />16 <br />{ I <br />(2) <br />VERTICAL <br />BARS <br />N <br />I <br />^ <br />-----------�— <br />--------J --- <br />------I— -----� <br />- <br />O <br />■......... ................ ...... <br />.. ... ■ <br />N <br />■ <br />■ <br />T-8" L T-5$' L 2-_6j" <br />A TYP @ 1 STORY <br />S3 U.N.O. <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. - <br />5'-2$" <br />I <br />H.B. <br />I1 <br />T-1 <br />4'-10" <br />2'-0" <br />V-2" <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4"=1 "-0" <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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />J, <br />—� —� <br />w <br />w <br />cn <br />CL <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.v:, <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 />a' <br />yk1U1Hi111jt r <br />rIf <br />�`-.D - f <br />tU <br /><. ;r i <br />�;'�•••F of �i �t6t�49`kai <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 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 />0 <br />a <br />E co <br />° N c0 ap <br />O O UU N �k <br />0 <br />,p J <br />'j�;O1 N qi <br />J W <br />r —0 - J d <br />LL <br />i <br />M M W N <br />m u u- a s <br />Z <br />0 <br />Z <br />N C 0 0 0 <br />76 q <br />m <br />N O m J <br />W <br />rn T . -4 o <br />_' <br />M <br />° o N <br />N M Z U 0 J <br />a <br />U ❑❑❑ <br />W <br />z Cl) <br />o g <br />z <br />z o <br />a <br />J <br />a <br />N <br />M <br />z <br />� <br />CD o <br />w <br />U <br />0 <br />�V) <br />w <br />~ <br />U <br />LLi J <br />f— <br />_ <br />U o <br />c U)co <br />Q 0 <br />�0 <br />N <br />o <br />ww <br />C") <br />z <br />o <br />LL- <br />E <br />QO <br />Q N <br />O_ <br />U <br />E o <br />�e <br />— <br />K O <br />a¢ <br />0 O Q U <br />E <br />o � <br />o <br />as <br />¢ <br />«< <br />a z <br />� J <br />W. <br />L <br />V) C <br />o <br />or <br />U <br />10 <br />z1 <br />J <br />m <br />¢" <br />< W <br />Zz <br />to <br />o§ <br />Z <br />5z <br />SEEN <br />Q <br />W LL <br />a <br />N W <br />oz <br />Jz <br />� <br />a� <br />v <br />5 <br />°3 <br />0 <br />N <br />>M <br />ui <br />rn <br />m <br />m <br />� <br />^L <br />W <br />00 <br />Q <br />> <br />0 <br />C <br />Cfl <br />m <br />cc <br />�i <br />O N <br />O <br />V) <br />J, N <br />T'- <br />�(7 <br />T <br />� <br />T' <br />i. OO <br />M N <br />T' <br />ui <br />f3� � <br />E <br />T <br />N <br />Z <br />CU <br />Z <br />E <br />E O <br />d <br />E <br />U <br />Q 0 <br />c <br />JOB <br />NO: <br />20-4940 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />IV1111 1 1 1 ni 71117.i Ii ;:., , r ,1411 r., N ri I u I I�T <br />