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H.B.; <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />------------------- --........ ­ ---------------------- ----------------- <br />■ <br />■ <br />■ 111111 <br />...................... <br />_ <br />0 <br />c0 <br />I <br />► I <br />.- <br />I - <br />\ <br />Ii <br />0'-0" ■ <br />fl <br />-31/2" <br />`O1 <br />c <br />0I G <br />\ \ ��- SINK / DISP _ _ <br />\� \ �F---� l :: c <br />`� \ 1 1 D.W. j <br />\ \ ' <br />I ( I <br />;4 _ <br />:: III --,, <br />:::. II 4 <br />A"' <br />S3 Ln <br />L' <br />L <br />STEPS AS <br />Ua : <br />L - _ - J _ _ _ I CHASE TO IS 4D <br />-- - - <br />PROVIDE 1 Y" RECESS \ \ CJ L - _ - _ _ _ _ - - _ _ - J CJ OPT • -r- 1 C4 : <br />I I <br />o I I <br />CJ I ■ <br />TYP @ 1 <br />STORY U.N.O. <br />REQUIRED <br />FOR SGD. REFER TO \ \ REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: : '.'.'. <br />::.' :: I <br />10 10' <br />PER FIELD <br />I MASON'S SLOPE FOR `� KITCHEN ISLAND <br />CONDITIONS <br />WIDTH `I� \ LOW WALLS I • ; :: •; I <br />_ <br />4'-0" <br />I \ 16'-10" <br />12'-10" <br />0 <br />INDICATES FILLED CELL w/ 3000 PSI `� \ <br />` ` <br />v <br />�Irl CONC. GROUT FROM FT. TO BEAM \ \ <br />` ` <br />r <br />J <br />— — — — — •— — — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB ' ::::::::::: ' ' ' <br />:::::::. <br />■ ■ <br />... . . . .. . <br />TYP @ ALL PLACES SHOWN I I .::::::::::::::::::...:::::::::::: <br />\ \ <br />\ 0'-0" TOP OF CONC,I PAVER T BE 4" <br />. .. <br />■ <br />(2) #5 REBAR <br />I HOOKED FTG. DOWELS 5" EMBED \ <br />\ HVAC CHASE BELOW FIN. FLR. <br />4 IL <br />4'4" <br />4'-6" <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />STEEL" \ BASED ON <br />SLOPE I <br />FILLED CELL <br />PROVIDE 3'i' x 9" <br />�6 \LOCATION = <br />I \\\ I RECESS FOR FRT. POORJI <br />M <br />L <br />icy <br />o <br />I N. \ 2'-6"x2'-6"X1'-0" FTG 'n <br />I ��� <br />S3 <br />'- <br />25'-10, g� \\ \ g-_5,' W/ (3) #5 E.W. <br />4.�,� ( <br />LO <br />V\\ <br />Y <br />A <br />\ <br />TS3 <br />(2) #5 REBAR <br />_ <br />TYP @ 1 STORY 33 <br />CC <br />( <br />o? <br />U.N.O. <br />83 <br />VERTICALS w/ in <br />I I i�� I AHU I I <br />FILLED CELL <br />C14 <br />2'-6"x2'-6"X1'-0" FTG '_ " <br />^ 3 5 <br />W/ (3) #5 E.W. �� <br />2-6" x 2'-6" x 1' oil <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS wAin <br />G -3 1/2" <br />I S3 I I OPT. D PT. I <br />SLOPE <br />7 I <br />FILLED CELL <br />— �T� <br />I <br />::::' — .......... ................. <br />■ ------------- <br />5'-3" V-10" L 3._6.' I 0 I I = <br />of -01 <br />ih <br />O <br />T.• <br />■ — CJ :: CJ — CJ <br />9 <br />• I <br />3-1/2" MIN 3000 PSI CONC. I I ' 2'-7j" 7'-10" 1'-I ". ' EDGE OF SLAB 2" I <br />I <br />T <br />CD <br />T <br />SLAB FOR HERNANDO BEYOND WALL <br />I <br />COUNTY ONLY <br />J <br />iv <br />3-1/2" MIN 2500 PSI CONC = K <br />v <br />S3 <br />`r' <br />I SLAB OVER 6 MIL VISQUEEN I M`f I S3 I <br />I <br />VAPOR BARRIER '- <br />35 =4" 20'-6" <br />■ <br />• <br />I <br />BUILDER TO <br />0'-0" I <br />PROVIDE <br />I <br />(2) #5 REBAR <br />(; <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-1° <br />O <br />FILLED CELL <br />ZD <br />WH• <br />WHOENEREQUIRED <br />� <br />�----------� <br />•• � <br />� <br />PER FBC <br />=00 <br />--- <br />-- <br />---------L' <br />— <br />-- <br />•I-- <br />------J <br />5'- <br />6' <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />H.B. <br />7'- <br />8'-6 " <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4"=V-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 />VWVF 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 />A. <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />9-v <br />7 7 7". <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" = 1'-0" <br />1011I r/v <br />,l ,l K r/�Z <br />,, <br />�. • aS ••• . <br />•JJ\ <br />' nroo <br />F it Y N <br />:• <br />U <br />.0 <br />o, <br />�•' F 1. � <br />,.•' <br />O F E S t ON <br />°. <br />/lllllllll <br />tit <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. Engineer's signature and sea] is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />Eo <br />Q <br />E ��pp <br />N iR <br />N04 <br />Lo <br />C co <br />0) <br />to <br />(j) 1, LL LL 0. <br />fN7 M W N <br />d <br />Z <br />0 <br />J L,LL S Q <br />m cn <br />i <br />0W <br />tag IY m o <br />'N m J <br />W0�O_jO' <br />p nQ <br />Z <br />coN O Q' G y <br />N Z f7 V � j <br />Z <br />06000 <br />W <br />z <br />z <br />z <br />cl- <br />to <br />- N <br />Z <br />U <br />QO <br />N <br />Lu <br />W 8 <br />I ^ <br />v ' <br />N <br />_ co <br />W <br />U <br />in <br />• <br />Q <br />o <br />W <br />Q <br />J <br />a <br />E 0 <br />i <br />i� <br />z• <br />o0 <br />w <br />OE <br />ao <br />fL w <br />Z- <br />N� <br />d <br />ao <br />°do <br />wz <br />mf <br />ra <br />N CUU <br />y 0 <br />o <br />Zu <br />Z <br />N <br />N <br />a ° <br />Q W <br />2Z <br />o <br />W <br />81 <br />wLL <br />i <br />EkW <br />Uo <br />A <br />5 <br />�U3 <br />J <br />�(V <br />M <br />> <br />it <br />U <br />0) <br />� <br />> <br />T <br />m <br />1 <br />•� <br />C <br />T <br />V <br />M O <br />07 <br />�• <br />■� <br />= N <br />r <br />rn <br />I <br />�� <br />aLO <br />E <br />m <br />c T <br />Ch N <br />Z <br />Z <br />C <br />E C) <br />m <br />m <br />C <br />O <br />JOB <br />NO: <br />20-8073 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />• <br />