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G <br />c <br />d <br />V-6" I. 5-78., <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />IF <br />no <br />T- <br />H.B. <br />T-0" <br />8'-6" <br />00 <br />BUILDER TO <br />(2) #5 REBAR <br />I <br />; : 4'-0" <br />12'-1" ; �/t/,y, <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />O <br />I <br />PROTECTION <br />�0-0 <br />WHEN REQUIR <br />D <br />■ , <br />i <br />:: <br />:: <br />I : <br />PER FBC <br />35`4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />IN <br />o <br />SLAB FOR HERNANDO I U? <br />I <br />iv <br />COUNTY ONLY r <br />I <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN <br />2._734" 4'-9" <br />4'-10" <br />I <br />VAPOR BARRIER <br />EDGE OF SLAB 2" <br />' <br />■ ' <br />I — CJ <br />:. <br />:: Gi <br />I : <br />BEYOND WALL <br />— CJ <br />I <br />o <br />v <br />T <br />• <br />— — — — — <br />— :� — <br />— — �: <br />— <br />_ — <br />5'-3" 1'-10" 3'-6" <br />RICO <br />CQ <br />r <br />N <br />o� <br />MTa <br />(2) #5 REBAR <br />VERTICALS w/ in <br />,., <br />J . <br />—G <br />��................. 0 <br />,_................... <br />PT. OPT. D <br />cn <br />FILLED CELL <br />I I <br />i <br />_3 <br />0 <br />1/2" <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. S3 <br />T-5" <br />E <br />SLOPE <br />T-1" <br />(2) #5 REBAR <br />I F, <br />2'-6" x 2'-6" x V-0" <br />I <br />N I AHU <br />I <br />I <br />VERTICALS/ to I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. <br />CC <br />FILLED <br />o0 <br />ici <br />CJ / <br />I <br />-- — J <br />- <br />_ <br />/ .. . <br />�I <br />'.'.'.'.'.'.'.'.'.'...'.'.'... <br />v <br />..... <br />47 / / <br />// <br />1.. <br />9'-51$ —------- <br />. <br />■ 4'-4" <br />iN25'-101— <br />I <br />Cr) <br />/ / <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. <br />(2) #5 REBAR <br />INDICATES FILLED CELL w/ 3000 PSI I <br />CONC. GROUT FROM FT. TO BEAM <br />/ <br />/ / <br />PROVIDE Y2' x 9" `�' <br />RECESS FOR FRT. OOR <br />SLOPE I <br />S3 <br />VERTICALS w/ in <br />FILLED CELL <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I <br />/ ' <br />/ / HVAC CHASE101 <br />TOP OF CONC.I PAVER <br />T BE 4" <br />4'-0" ( <br />4' 4" 4'-6" <br />TYP ALL PLACES SHOWN <br />°� <br />/ i / BASED ON <br />/ / <br />0'-0" <br />BELOW FIN. <br />■ <br />: ■ <br />' ' <br />■ <br />■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I <br />/ / LOCATION I <br />....... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I STEEL" <br />/ i / <br />/�/ <br />........ <br />:::.. <br />......... <br />' <br />----------� <br />..................... . <br />4'-0" <br />; <br />/ i <br />/ <br />16-10" <br />12'-10" <br />o <br />STEPS AS <br />I <br />; PROVIDE 1" RECESS <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO / <br />MASON'S SLOPE FOR <br />KITCHEN ISLAND <br />LOW WALLS <br />OPT. <br />.......... <br />iCj <br />10 <br />10'-10- <br />4 <br />I <br />CONDITIONS <br />■ <br />WIDTH /i/ <br />CJ r------ <br />— — — — — — CJ REF. <br />—I—CJ <br />• <br />CJ—If j <br />■ <br />l <br />/7-7— —i — <br />—IIIF <br />— ------ — --- — <br />_ — j CHASE TO ISL I D <br />— _ • <br />— — <br />— <br />— — <br />— — — <br />° I <br />— — — <br />I D.W. <br />I ° ° <br />• • <br />•,-• <br />{ <br />lit <br />I <br />STORY U.N.O. <br />A iv <br />f <br />0 <br />ool <br />I <br />ILL <br />I <br />— —JJ <br />I <br />jlj <br />oo <br />S3 in <br />'v <br />10 <br />I /z I <br />/ / <br />— — I <br />SINK /DISP <br />:: <br />{ 1 <br />Cl) <br />-31/2" <br />16'-0" <br />2 6'-10" <br />:: <br />1 <br />:: <br />O I{If <br />0 -0' , <br />/ <br />.. <br />.. <br />• <br />Cl) <br />v <br />I <br />o <br />- <br />o <br />I <br />: <br />_ <br />T-0" <br />5'-4" <br />1. I- 3�_28 ' �. 5'-0" <br />5' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-10" <br />T-10" <br />2'-1 W1" 1 5'-1 <br />4' <br />FOUNDATION PLAN MONO - ELEV-Al <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 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 />--V Uj z <br />W J <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1-0 <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 />v <br />SE <br />tip• <br />'•N <br />E S <br />IN11q�,i/lilil#t:�^����°' <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. 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W a � <br />Vco <br />O <br />W o <br />� w <br />Cn <br />V <br />W J <br />Eo <br />i <br />�0 <br />¢ � a <br />0 <br />C:,L1_ <br />J <br />w <br />M <br />�a <br />o <br />z <br />z <br />< <br />_ <br />Q E <br />E <br />y <br />,y � <br />�� <br />o <br />w" <br />z <br />� o <br />Z0 <br />oa <br />Co <br />o <br />~ @ <br />O Q <br />U U <br />O U <br />o <br />CN <br />i no <br />d p <br />w o <br />ao <br />¢ z <br />ww <br />�� <br />N <br />C <br />0 Y <br />yO <br />m� <br />° <br />° <br />Yz <br />N N <br />¢- <br />o< <br />z <br />go <br />CL <br />a <br />U 3 <br />it <br />� 0 <br />all <br />G <br />- <br />Fly <br />Jz <br />>o <br />co <br />v <br />wa <br />za <br />°3 <br />0 <br />= cM <br />= <br />iu <br />CU <br />0 <br />0) <br />L <br />.> <br />> <br />e-- <br />oo <br />Q <br />Il <br />C) <br />r1 <br />0 <br />m <br />o <br />�..� <br />T <br />C) <br />J N <br />r <br />L0 <br />CD <br />LC) r <br />T <br />N <br />m <br />T <br />N <br />0 <br />z <br />F <br />E Oc <br />FL <br />U _ <br />'a <br />¢ a <br />c <br />JOB <br />NO: <br />20-4941 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />