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9 <br />d <br />- n <br />rn <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 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />VWVF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />55'-10" X, V-6" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />V-13" 5'-7$ 6'-48" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" V-2$" 7'-18" REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY 3'_0^ w z <br />U.N.O. . W g <br />S3 H.B.+ <br />_... ....... <br />................................... <br />;0 <br />; r--------- <br />° -- <br />° ---------T; — -- <br />I-- <br />------, <br />_ <br />BUILDER TO <br />4'-0" <br />12'-1" : W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR I <br />O <br />I 0'-0" <br />; ; ; ; I ; : <br />I <br />PROTECTION <br />QUIR <br />D I <br />VERTICALS w/ in <br />R <br />FILLED CELL I <br />: <br />PER <br />35`4' <br />1 20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />I <br />= <br />SLAB FOR HERNANDO <br />COUNTY ONLY r <br />S3 <br />3-1/2" MIN 2500 PSI CONIC <br />I SLAB OVER 6 MIL VISQUEEN 21-711" 4'-9" 4'-10" <br />I <br />VAPOR BARRIER <br />o <br />1' <br />5-3 1-10 3 -6 <br />O <br />A. <br />O <br />— <br />� <br />_ <br />ccn <br />°4 <br />I I I Pe T. D -31 /2" <br />2'-6"x2'-6"X1'-0" FTG G _ _ <br />I W! 3 #5 E.W. <br />SLOPE <br />^ <br />(2) #5 REBAR <br />■ ; I < I ^ <br />• <br />2'-6" x 2'-6" x 1'-01, <br />I I " I AHU I IRTICALS <br />VE wl in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY A <br />U.N.O.ici <br />K CC <br />I S3 S3 <br />•• / <br />FILLED CELL <br />I <br />1 <br />S3 <br />_ <br />/ .� _ <br />'..... <br />0 <br />o <br />/I ...... ..'._' .' . .. <br />d <br />°Q <br />25'-10, g" / i' g�_^ — — — — — — — — <br />■ 4,4„ <br />00 <br />, 2'-6"x2'-6"X1'-O' FTG <br />/ W/ (3) #5 E.W. = <br />INDICATES FILLED CELL w/ 3000 PSI I /' I PROVIDE Yz" x 9" to <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB / % RECESS FOR FRT. DOOR. <br />I �-4" I <br />SLOPE I <br />,v <br />I <br />L <br />S3 <br />iq <br />= <br />o <br />U) <br />4'-0" <br />4' 4" 4'-6" <br />I TYP @ALL PLACES SHOWN , �! HVAC CHASE TOP OF CONC.I PAVER T BE 4" <br />` HOOKED FTG. DOWELS 5" EMBED , �' BASED ON <br />� 0':U•' BELOW FIN. FLR.... <br />■ <br />: ■ <br />...... . ' ' <br />■ ■ ■ <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 I / LOCATION I ................... .......... .......:: ' ' .... ' <br />, <br />. <br />. _ .................. . <br />ISTEEL"-----.------- <br />4'-011 <br />16'-10" <br />•12'-10" <br />o <br />10'-10�" <br />4 <br />"� <br />STEPS AS <br />// <br />I I / i' I . '.::: '.'. ' : .' . I <br />PROVIDE 1 y' RECESS / / <br />I <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO , KITCHEN ISLAND : <br />: MASON'S SLOPE FOR OPT. ..' ::..... <br />/ LOW WALLS <br />CONDITIONS <br />; , <br />WIDTH CJ r------- - - - - - CJ REF. :: -1-Cd CJ:. <br />M. <br />�-4II ■ <br />r <br />- - - �—---t--I------ ----- - � rt - - -- <br />�' —� _--- <br />- - - <br />° I I <br />TYP@ 1 <br />IF � I CHASE TO ISLAND <br />,.... <br />, ( <br />STORY U.N.O. <br />10 <br />I I D.W. I I I ; : ; <br />III = <br />A <br />1 <br />L� — �- � <br />to <br />in <br />_ _- - <br />I I :: I <br />I / SINK I DISP <br />I , co <br />3 1 /2" <br />' 1 11 <br />0 -0 I <br />16'-0" 2'-9a" 6'-10" <br />i <br />� <br />e <br />M I <br />o <br />-------------------- —+----------- .---------i-- <br />. . <br />.:.. <br />--------------� <br />■ . .� . . . . . . . . . . i . . . . . . . . . . . . i . .. . . . . . <br />. ■ . . . . . . . .................... �.. .. ■ .. <br />. ■ <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />51 All V-98-" 3'_ ^ 5'-011 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2'-1064"64 51.4" <br />r <br />FOUNDATION PLAN <br />SCALE: Y4'=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 />4.0. <br />temate: <br />1 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 />0 0 <br />0 <br />0 <br />z <br />z <br />Q � <br />J <br />a � <br />M <br />U)V).. <br />z <br />VJ lL <br />Vi Y <br />W <br />V � <br />- <br />0 W <br />N c <br />U <br />c <br />Q <br />N N <br />W V Q <br />Z 0,2 <br />Z\ <br />LLLIP <br />,o• r <br />>z h <br />of <br />x <br />�o <br />5� 0, ' .� <br />''•• <br />�s F L �; • 00 <br />O F E S S\0 <br />�� r/dl(ttlil4t�E� <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. 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 />(OQ� <br />ri <br />M <br />JJ <br />z 6 <br />0 <br />W <br />Z <br />Q <br />LL <br />E <br />O <br />= <br />s <br />y °i <br />aR <br />z® <br />Z <br />E U <br />H� <br />C> <br />N <br />ao <br />�8 <br />° <br />z <br />C <br />I <br />zz <br />tq J <br />3 <br />a ^ <br />8 <br />z <br />S <br />W <br />U <br />wi <br />LL <br />�Z <br />Milli <br />al� <br />C O <br />O <br />L <br />CO <br />cc <br />6L cc <br />O <br />QC <br />k rn <br />N <br />~ <br />a <br />Z r <br />0) <br />T <br />ul <br />CO r N <br />co <br />r <br />ci <br />z <br />z• M N <br />N i <br />0 <br />a <br />E Q <br />E <br />U ¢ p <br />JOB <br />NO: 19-5904 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />