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4 <br />d <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />2'-6" x 2'-6" x V-0" <br />W/ (3) #5'S E.W. <br />H.B.t <br />I <br />N <br />I <br />In <br />• <br />I <br />23--e <br />1-1 t . <br />I <br />' I <br />Fz-I1 <br />I <br />I I I <br />1 <br />• <br />I <br />OPT. D I QPT. V_ f1 �; <br />TYP@ 1 STORY <br />=-31/2" <br />SLOPE I I <br />iv <br />U.N.O. <br />1 • <br />II <br />Pn <br />A <br />II <br />T <br />�CIJ <br />1 <br />II <br />IL <br />I <br />e <br />4 <br />_ _ _ _ <br />■ <br />_ _' _ <br />_ _ <br />� <br />_ <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />I— CHASE TO <br />I I ISLAND 1 ' <br />• • ' <br />K <br />1 <br />BUILDER TO PROVIDE <br />Cn <br />: W/ (1) #5 REBAR VERT ABOVE SLAB I <br />TYP @ ALL PLACES SHOWN <br />I I KITCHEN ISLAND <br />I I WALLS <br />(• <br />S3 <br />APPLIANCE PROTECTION I S3 <br />WHEN REQUIRED PER FBC 1 <br />1 HOOKED FTG. DOWELS 5 EMBED <br />"GRADE <br />�C — _ _LO_W <br />— <br />W/ 25 EXT. ABOVE SLAB 40 <br />4'-0" <br />�� <br />: I STEEL 25'-6" <br />I I I <br />20'-6 <br />7-0" -0" <br />Il�a�a <br />STEPS AS <br />REQUIRED <br />REQUIRED <br />I I I I N L __ JN� 3 I:: <br />L Jil <br />7'-5" 7-1. <br />PER FIELD <br />CONDITIONS <br />I I I N <br />■ : I OR SGD.PROVIDE IRE,FE TO RECESS I I I I �L .r j I <br />N I:: <br />III <br />— <br />"w.H.\, <br />K <br />CC <br />S3 <br />1 <br />I CC 1 <br />S3 <br />2'-6" x 2'-6" x V-0" <br />err W/ (3) #5'S E.W. <br />S3 <br />r — — <br />Iv MASON'S SLOPE FOR I III <br />WIDTH III <br />i <br />■ <br />o <br />I <br />D.W. III <br />1 <br />— — - <br />`4 <br />L <br />— —CJ I III — III — — <br />- - - -t —— <br />■ <br />�? <br />4 <br />co <br />c <br />S3 <br />I <br />_ <br />16'-11$" I —I-- 8-6 <br />_. <br />_L — — — ■ <br />a <br />31/2" <br />SLOPE <br />T <br />-31/2" <br />cc <br />1 <br />$' 4�_8.� I <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />2'-61W-6"x1'-0" 1 <br />W/ (3) #5'S E.W. PROVIDE Y2" x 9" <br />�, <br />L iv <br />S3 <br />"' <br />— — <br />1 I HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONCJ PAVER TO BE 4' <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3'-8" <br />1 6 4'-4" <br />G I <br />I <br />I <br />11 <br />S3...... <br />.................. .. .. ■ <br />■ ■ <br />............ <br />TYP @ 1 <br />2'-6•'x2-6"x1'-0" I <br />I <br />STORY U.N.O. <br />o <br />I W/ (3) #5'S E.W. <br />1 : <br />■ <br />T <br />o <br />'_7 <br />HVAC CHASE � ��' <br />I <br />�� <br />:.'..'.'.'.'.: fir£ r- <br />1 1} } I <br />1 0 ) <br />U) <br />BASED ON <br />I <br />I <br />co <br />LOCATION / % /' • <br />II i <br />1 I ro <br />I , <br />• '' ' ' <br />II I <br />r 11 1 `� <br />0 O'-O" 1 <br />2'-9" 2'-8" <br />1 <br />I : '° <br />I t_ J} } <br />C <br />1 <br />�� _--: J4 <br />i <br />.... **1*—**- <br />.. TTi <br />�1 <br />.. .............. <br />E0 0 <br />1 —L <br />4'-2" L 3'-28-- <br />6-0" <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />-4" <br />FOUNDATION PLAN. <br />SCALE: ,•-,.o" <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 />WVVF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />w <br />co <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />;., <br />"--#5 CONTINUOUS <br />.; <br />, .: • <br />"•. <br />REINF. SEE FND. FOR <br />�.; <br />:;:•;. <br />QUANTITY <br />' <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />• <br />HORIZ. REBAR, TYP. <br />. •., .. <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 <br />BAR DETAIL <br />SCALE: 3/4" = 1'-0" <br />0 <br />0 <br />0 <br />C� <br />cD <br />z � <br />z <br />Q� <br />N z <br />� U � <br />� N <br />�0 <br />c <br />o <br />_U 00 <br />U <br />• <br />Ofm <br />N <br />U)z <br />W <br />a°ta <br />t�lq 11/ a a <br />z� &L <br />Z / a <br />7�- <br />5 O . ao <br />iJJJJJ�* <br />pROFESS:O\\���♦ <br />,1/////'r <br />To the best of the Engineer's knowledge, information and belief, <br />Ow structural plans and specifications contained witMn 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 />Engineer's signature and seal. <br />o <br />W <br />Z <br />LJL <br />O <br />� <br />o aoR <br />m <br />zp <br />Q <br />E y <br />I— <br />1.0 <br />X V <br />oa <br />7 0V <br />z <br />o E <br />E <br />H <br />°dz <br />& <br />wz <br />;v M <br />(� C <br />g <br />Y <br />mo <br />Z Ili. <br />z <br />i <br />n J <br />wm <br />�� <br />gz <br />S <br />G <br />1 <br />0 <br />NNNNN� <br />ZR <br />O <br />0 <br />>M <br />^L' <br />W <br />Ln <br />•— <br />r <br />C0 <br />> <br />O <br />CN <br />CL <br />di c <br />0) <br />Ln <br />j <br />Ln <br />Ln <br />T <br />T Lo O N <br />r <br />ui <br />E <br />r M N <br />3 M �; <br />c <br />? <br />a <br />O �' <br />E m <br />0 <br />= <br />Q p <br />JOB <br />NO: 19-5908 <br />SCALE : AS NOTED <br />SHEET NO. <br />6.0 <br />