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1 I I I_ I -- I I I I I I I I III II'11Ir -i 11 I'I jam_ I- I I — L I 111 11 I — <br />8„ 3'-55811 2'_6g11 6,_0" <br />H.Bt <br />6'-0" 1. 3'-10" 1. 4'-2" <br />2' <br />A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />■ ■ ■ ■ <br />■ _■" <br />k <br />"■ ■ ■ <br />■ ■ <br />C? <br />r <br />i 17'-2s" <br />2'-9" 2'-8"-1181,1I <br />CP <br />II I <br />1 <br />. <br />■. <br />II <br />\ <br />I <br />lj <br />j <br />HVAC CHASE <br />BASED ON ���� � <br />II <br />il-��- i <br />I N <br />j 'sit <br />v <br />Cl)LOCATION <br />5111,T <br />1 <br />�, <br />; <br />Ed <br />i <br />t+ <br />i I I <br />10'-10$" <br />CJ <br />CJ N <br />CJ — CJ <br />12'-6"x2-6"x1'-0" <br />W/ (3) #5'S E.W. 17'-57" <br />36'-6" I <br />TYP @ 1 <br />■; ; : .... <br />:. .......... <br />STORY U.N.O. <br />I — — <br />f <br />ao <br />- <br />I............ <br />a <br />o� <br />::::::::::::::: <br />:::::::::::: <br />XS3 <br />:::::::::::::::::::::::. <br />..�. ........ <br />■ <br />: ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />TOP OF CONC.I PAVER TO BE 4" <br />■ . HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />7'-is 4 -8" <br />2'-6'x2-6' x1'-0" PROVIDE Y2' x 9" <br />N <br />L <br />MIL VISQUEEN VAPOR BARRIER <br />1 <br />RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W. <br />iv <br />-3 1 /2" <br />16' 11$" 8'-64" <br />J <br />-3 <br />1 /2" SLOPE I <br />CO <br />, <br />— — — — — — - <br />in <br />L <br />l i — —1— — — -- — — . <br />........ <br />..... <br />0 <br />7�-� <br />1 <br />■ <br />I <br />CJ I III III <br />PROVIDE 1 yI D.W. III <br />" RECESS <br />. <br />FOR SGD. REFER TO <br />■ CO I <br />�W.H.// <br />K <br />CC <br />CC <br />STEPS AS <br />: MASON'S SLOPE FOR I I 1 I rr - ��la ' ' <br />( WIDTH N I II IIh <br />S3 <br />S3 <br />S3 I <br />(2'-6" x 2'-6" x 1'-0" <br />Co <br />REQUIRED <br />I I ; ; <br />II L -_ it <br />/ (3) #5'S E.W. <br />t"' <br />PER FIELD <br />I I I II (- �tlIY I <br />II <br />7'-5" <br />7'-V <br />5'-8" <br />COND T �'-� QNS <br />; I I 1 L �Jlldn ' ' <br />II _ A <br />20'-6 <br />6-8" <br />V-4" <br />INDICATES FILLED CELL w/ 3000 PSI <br />' I CONC. GROUT FROM FT. TO BEAM <br />W/ #5 REBAR VERT ABOVE SLAB <br />I 1 1 <br />�C - - - - <br />I I KITCHEN ISLAND I <br />BUILDER TO PROVIDE <br />F <br />TYP @ ALL PLACES SHOWN <br />; ; <br />J <br />ih <br />1 <br />HOOKED FTG. DOWELS 5" EMBED `�, 8 <br />LOW WALLS <br />I I <br />S3 <br />APPLIANCE PROTECTION I <br />S3 <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 0) <br />I <br />1 CHASE TO <br />WHEN REQUIRED PER FBC <br />STEEL" <br />■: I- - - - - <br />I ISLAND I; <br />- - - <br />I <br />- - - - - <br />o <br />1 <br />- <br />--j-- CJ <br />^ <br />-i- CJ <br />co <br />Cn <br />TYP @ 1 STORY <br />U.N.O. <br />I 1 <br />—f��- = �� �� • <br />I <br />1 <br />SLOPE I <br />01_01& <br />F = _ =•�+a . <br />i �PT. / i OPT. D I ; <br />-3 /2" <br />i• <br />■; I <br />I L-J I <br />20'-112" <br />L----J <br />: 4 651 <br />8 I ' <br />1 <br />1 <br />N <br />1 <br />I <br />' <br />I <br />• ' <br />CV <br />DOOCKA <br />H.B.+ <br />A <br />S3 TYP @ 1 STORY 2'-6" x 2'-6" x 1'-" <br />U.N.O. W/ (3) #5'S E.W.0 <br />3'-5Q,1 2'-6Q11 �1_�I, FI_�,1 I ,_I111 �, �11 5'-2Q' 7'-1Q11 <br />FOUNDATION PLAN. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 />W.W.M. 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 />w <br />CONTROL JOINT DETAIL <br />SCALE:1 1/2"=V-13" <br />#5 CONT REINF. SEE <br />. , • FND. FOR 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 />• • • • cunt. around corner by cold <br />— bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=1'-0" <br />C9 r- <br />z � <br />— o <br />ZCO <br />Z <br />Q <br />a <br />•�� w <br />(DM <br />Q <br />.eO <br />w <br />eD-*(/) <br />o co <br />0 <br />� <br />U <br />w <br />a) C, <br />C N M <br />0 <br />_ <br />U <br />`00 <br />tO <br />�i <br />CA) od <br />B DOM. <br />��8• D jC <br />I• <br />�� <br />dnn� <br />LU <br />eN C. <br />fe <br />To the best of $gin�er'4'kitD', inf on, and <br />belief, the structu?Y, and specifi4 ntained <br />within these drawings c8o'wWO"At 7 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />Z N <br />0 � <br />> (n M O <br />z <br />< (n "gyp Ln <br />a cn•„_� <br />a) — Ln <br />Q LL <br />0� U fo <br />a <br />C00 <br />z 3:Z <br />IT <br />W <br />J� <br />oZ <br />U <br />Win <br />za <br />f <br />Z <br />Lu <br />to= <br />J <br />aww� <br />Z <br />S f J <br />Z <br />o8 <br />U80© <br />>` <br />> <br />Q <br />o <br />fZ <br />i <br />45 <br />LLn <br />� <br />O <br />F <br />a <br />U <br />= <br />O <br />w <br />z <br />O <br />o1 • <br />92RY6a <br />,Tmn <br />0 <br />O U <br />XU ORad <br />(V <br />o� <br />Zgcc <br />wa <br />8� <br />Z <br />ix Was <br />¢ <br />J <br />UI <br />Q <br />L i <br />Z <br />o <br />u <br />w~ <br />N <br />k <br />N <br />Z <br />Z <br />1 <br />o <br />m <br />O <br />06 <br />� <br />= <br />a W <br />,-I <br />0- <br />V) <br />f <br />SCALE : AS NOTED <br />DATE : 3/19/2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />