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I <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 />65'-0" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />5' 4" V-� 3�-� 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2'-103" 5'-1133, 5'-0" 5'-4" REINF. SEE PLAN. FOUNDATION PLAN <br />Lul <br />cwn <br />H.B. U NPO. 1 STORY S3 <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />.............. <br />■ <br />■ <br />■ ■ <br />- --- I-}--------� <br />-------------------- ---. -�--------------------I-= <br />Cl) <br />I <br />} <br />— — <br />\ I 3 <br />\ 16'-0" 2 �, 6'-10".' <br />II <br />O <br />fli <br />31/2" <br />\ <br />} I <br />\ \ <br />II <br />II <br />o <br />- <br />SINKDISP <br />I <br />} 1 <br />°P <br />I <br />� <br />Min <br />- <br />I D.W. I <br />I \� \ <br />10S3 <br />v <br />L_ — — <br />\ IL —_ —J I CHASE TO IS D_—_ <br />\ �� --=--- <br />■ _ \\ \ C'J L------------J — CJ OPT. — — ICJ : <br />PROVIDE 1 %" RECESS \ \ <br />\ REF. <br />o } <br />CJ�I-I ■ <br />TYP @1 <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />FOR SGD. REFER TO \ ; ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: . '.'.'. <br />'.'.'.' : ::.' :: 10'-104„ <br />PER FIELD <br />MASON'S SLOPE FOR \� KITCHEN ISLAND <br />I <br />CONDITIONS <br />WIDTH LOW WALLS • ::: - • I <br />: ' :: <br />o <br />v <br />4'-0" <br />I \ \ 16-10" <br />12'-10" <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />\ <br />W/ (1) #5 REBAR VERT ABOVE SLAB \ <br />■ ■ ■ <br />TYP @ ALL PLACES SHOWN \ \ I ................... ... . . .. <br />\ <br />" TOP OF CONC./ PAVER T BE 4" <br />. .. <br />■ <br />(2) #5 REBAR <br />HOOKED FTG. DOWELS 5" EMBED \ 0'-0 <br />I BELOW FIN. FLR. <br />■ 4'-0" <br />4' 4" <br />4'-6" <br />.01 <br />VERTICALS w/ in <br />\ \ HVAC CHASE <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ <br />STEEL" \ �BASED ON <br />SLOPE I <br />FILLED CELL <br />PROVIDE %" x 9" <br />\ LOCATION RECESS FOR FRT. <br />I <br />I <br />L <br />o <br />\ \ 2'-6"x2'-6"X1'-0" FTG to <br />I �4'I <br />S3 <br />25-101 $" \ \ 9'-51ze W/ (3) #5 E.W. <br />4'-4' <br />10 <br />ZlLo—� <br />If or M <br />9 <br />T: ' \ <br />(2) #5 REBAR <br />°P <br />TYP @ 1 STORY S3 <br />I S3 CC <br />I <br />U.N.O. <br />S3 <br />VERTICALS w/ in <br />I I I AHU <br />FILLED CELL I <br />�`' <br />2'-6"x2'-6'X1'-0" FTG • • _ • ' � : ^ 3'-5" <br />�._ �.� <br />7'-1" <br />Z-6" x Z-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/ in <br />SLOPE <br />Z0 <br />W/ (3) #5 E.W. G �.� <br />�� -3 1/2" <br />I S3 o <br />I I OPT. D PT. <br />FILLED CELL <br />• <br />� <br />■ ..--. ._...-._ .--..� ._. <br />.-_. � — .--. — <br />_ <br />I O <br />5'-3" 1'-10" 3--6" <br />1 <br />I <br />:7 <br />II N <br />■ — CJ CJ — CJ <br />I 1 I <br />I <br />3-1/2" MIN 3000 PSI CONC. 2'-7a 7'-10" 1'-I': ' EDGE OF SLAB 2" <br />T <br />SLAB FOR HERNANDO BEYOND WALL <br />COUNTY ONLY <br />I <br />J <br />N <br />3-1/2" MIN 2500 PSI CONC `dry K <br />'9 <br />S3 <br />SLAB OVER 6 MIL VISQUEEN 1 <br />VAPOR BARRIER <br />35'-4" 20'-6" <br />■ <br />I <br />I ; : <br />BUILDER TO <br />0,4, <br />I <br />I :: <br />PROVIDE <br />i <br />(2) #5 REBAR <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL <br />I <br />W H <br />WHEN REQUIRED <br />PER FBC <br />V-6" L 5'- <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6'-0" <br />6' <br />MIMI <br />Milli <br />- <br />H.B. <br />T-O" <br />7'- <br />8'-6" <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4"=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />,,: , <br />.,� <br />; ;,•' <br />1 :; <br />',_ <br />#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />• " <br />•. <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 />177,;'; <br />..,' .., <br />• �, <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />S A I <br />�-, E" <br />a <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 />Residential 6th Edition. 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