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c <br />c <br />d <br />w <br />7-1 <br />5' <br />6'-0" i, 2'-9" <br />5'-2" <br />A <br />S3 <br />59'-4" <br />5'-1" <br />6'-4" <br />T-O" TYP <br />L 2'-6" x 2'-6" x 1'-0" <br />H.B. S3 W/ (3) #5'S E.W. <br />■ ■ <br />■.. ..■ ■ ■ N <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE %2' x 9" "' (2) #5'S <br />'IT <br />o <br />- <br />r <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />TOP OF CONC./ PAVER TO BE 4" -3 1/2" SLOPE? <br />LO <br />STEPS AS <br />REQUIRED <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />io BELOW FIN. FLR. 2'-0" 4'1 1 2'-O" 6'-0" 4'-6" 2'-6" <br />PER FIELD <br />CONDITIONS <br />�0'-0" <br />DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />� <br />CJ CJ — : ■ ■ ■ ■ ■ ■ <br />uiiao <br />— <br />TYP <br />PROVIDE 1 �" RECESS <br />FOR SGD. REFER TO <br />HVACCHASEI AHU <br />iv <br />o <br />L <br />S3 <br />} <br />! MASON'S SLOPE FOR �� <br />WIDTH <br />BASED ON i <br />LOCATION <br />"' <br />LO <br />( <br />h_ I (2) #5 REBAR <br />�3 1/2" <br />32'-84"$" <br />VERTICALS w/ in <br />FILLED <br />CELL <br />37'-52' 21'-24" <br />5'4" 3'-8" I 7'-8" I I <br />2'-1" -31/2' SLOPE J <br />4'-0" <br />G <br />; ; OPT. D <br />in <br />ii S3 <br />f CJ [— —� CJ------------ CJ I <br />r <br />71 <br />:: (:: CJ o <br />A. <br />� <br />■' � � • KITCHEN ISLAN IF - - -ICHASETO <br />_ I II I I ISLAND <br />2'-6"x2'-6"x1'-0" LOW WALLS I a� I <br />° <br />j J ••II • ' I J <br />a I• i I �' S3 <br />�l <br />{ <br />{ <br />� <br />W/3-#5 E.W. CJ LD.W� — — — c5N <br />G �—� 51NK w/ DISP .T <br />1 1 I • ' K <br />M <br />II S3 I I 2'-6" "' <br />11 <br />! <br />1{ I <br />j O S3 I <br />- <br />o <br />_ 23'-11" 2'-10" 4a <br />II <br />118' <br />(2) #5 REBAR <br />N <br />I CJ �Cj CJ <br />VERTICALS w/ in <br />FILLED CELL <br />I { <br />50 <br />N <br />I 11 01_01, <br />; F-1 <br />0 <br />o <br />CJ CJ j CJ <br />:; CJ CJ <br />�T� _ — _ I <br />' : I ..::�.✓:. ......: ..... I .......... — — � <br />— — —�—�— — — — — — — — — —) <br />d00 <br />IJ <br />10 <br />/ <br />3-1/2" MIN 2500 PSI CONG')C 0'-0" <br />I <br />1 <br />_ <br />SLAB OVER 6 MIL VISQUEEN <br />I VAPOR BARRIER ■ <br />PSI CONIC. SLAB FOR I <br />r <br />(3000 : <br />I 1 1 M <br />HERNANDO COUNTY ONLY) <br />0 <br />Cfll <br />—I <br />■ . . . . . . . . . . . . . . . . . . . « .. . . . . . . . . . . . . .� . . . . . pi. . . .. . . . . . . . .:.. <br />.. ■ ...... ... .. ■. . . . . . . . . . . . . . . . . . . . . . . . . . . . . ■ <br />H.B. <br />7' <br />I - <br />A <br />S3 <br />6'-0" 6'-0" T-O" T-10" <br />4'-0" L S-10" L 4'-8" I. 4'-8" L T-8" L T-4" <br />FOUNDATION PLAN. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX 'i 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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />-- — <br />ti <br />w <br />CONTROL <br />JOINT DETAIL <br />SCALE: 1112"=1'-O" <br />#5 CONT REINF. SEE <br />��: <br />; ; : •' <br />'•_ <br />FND. FOR QUANTITY <br />•;; <br />', ;�:' <br />;r <br />#5 X 25" X 25" CORNER <br />�'• ' �'• ' �' ' <br />BAR ONE FOR EA. <br />• ' ' <br />; <br />HORIZ. REBAR, TYP. <br />•, .. <br />U.N.O. <br />:.:' :.:' ,:' <br />�1.• • <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 BAR DTL. <br />SCALE: 1 1 /2"= V-0" <br />Assim <br />UI r <br />Z CD <br />_ o <br />ZCID <br />Z <br />Q <br />J <br />U, z <br />C' C9 <br />Q) cn <br />-I—•' w <br />� p <br />w <br />� � <br />o <br />o <br />cn <br />U <br />a <br />Li� <br />~ <br />8 <br />(1)M <br />CDm C', <br />tL -t7 M <br />O O <br />9' <br />pCp <br />LL OO <br />Rl <br />v 8-: <br />Q v= <br />M Q o <br />law <br />® <br />N C B D C <br />O <br />® <br />CO <br />i <br />_ <br />01-0.0 <br />F�°mow <br />�`- O <br />a <br />, ,m <br />E `\\ <br />To the best of the'Engineets,k, co-IVi �:7 atir�lyi nd <br />belief, the structural plans and sptect'fl tions cod <br />within these drawings -comply with the 2,�QQ13i4titia <br />Building Code - Residentiat 6th Edi96n,4r3Ai eer'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 />ON <br />Z <br />0 � � <br />I>-+(nM00 <br />Lh <br />Q 'gyp <br />i <br />v 0 <br />Q <br />CL <br />DC U C <br />a � <br />z <br />WJ <br />C:) <br />oZ <br />04 <br />�o <br />z G <br />f¢ <br />z <br />W C <br />J <br />ooWs <br />y�jZ <br />a 0 � J <br />z <br />O <br />O <br />JM o <br />L <br />I.— <br />oz <br />Z O <br />U <br />J <br />Z <br />Z W <br />z <br />U <br />O <br />� <br />1� <br />L <br />O <br />U <br />= <br />OLU <br />J Q <br />Z <br />O <br />� <br />pu <br />�Po <br />n <br />O x <br />J � <br />C <br />C <br />UK�`� <br />op <br />Z <br />Z W o <br />Paz¢ <br />Q <br />" <br />S uzo <br />J <br />Li ri <br />LL! <br />Q <br />ij <br />Z <br />t�jOrz <br />oZo <br />F <br />9C4Z <br />N <br />*k <br />O <br />z <br />°° <br />N <br />Z <br />Z <br />J 0 <br />` <br />O <br />oo <br />:5= <br />w <br />rn <br />,-1 <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAMES <br />VERSION NO. 4nO <br />SHEET NO. <br />6.0 <br />