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-■ L !:l _ _ � _ I 11 1. 1 _, _ 'I I __ 1 I <br />1 <br />c <br />c <br />d <br />7'-1$" <br />5,_2j„ <br />K&Iil <br />5'-2" <br />A <br />S3 <br />5'-1" <br />TYP <br />2'-6" x 2'-6" x 1'-0" <br />L W/ (3) #5'S E.W. <br />H.B. S3 <br />■ ■ <br />■.. _■ ■ ■ . Q <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE Yz x 9" N <br />` <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />31/2" SLOPE <br />ro TO BE 4' Q ) <br />in <br />is <br />;n <br />STEPS AS <br />TOP OF CONC./ PAVER I :t <br />REQUIRED <br />PER FIELD <br />ABOVE SLAB TYP @ ALL <br />; I 0'0" I PLACES SHOWN HOOKED FTG. <br />- <br />is BELOW FIN. FLR.It <br />I I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" <br />CONDITIONS <br />( DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ C <br />r TYP <br />I PROVIDE 1 Y2" RECESS I <br />FOR SGD. REFER TO <br />I HVAC CHASE I ; AHU <br />o <br />L <br />S3 <br />I MASON'S SLOPE FOR <br />( WIDTH r <br />BASED ON 2'-6" x 2'-6" x 1'-0" <br />LOCATION i I W.H. W/ (3) #5'S E.W. <br />' 'v i <br />L <br />I <br />I <br />I I i 1L _ I (2) #5 REBAR <br />�31/2" <br />I 32'-84" <br />`<'_ 4--81" �' ' VERTICALS w/ in <br />FILLED CELL <br />L_ <br />I <br />37--52" 21'-24" <br />5,-4„ S-8" I T-8" <br />2' 1,' -3 1/2" SLR <br />40 4'-0" <br />PI G <br />; ; OPT. D <br />in <br />S3 <br />CJ <br />I CJ I r— CJfi— <br />CJ <br />& <br />Q <br />N" <br />I--EDGEOFSLA82" <br />•I•-•-••••-•• ----------- —T_ <br />■ : rF l I CHASE TO <br />: BEYOND WALL I J <br />. KITCHEN ISLANDII I o o I ISLAND <br />2'-6"x2'-6"x1'-0" LOW WALLS I 100 I <br />j :ll <br />j l ,I I• s3 <br />W/3-#5 E.W. L—D.W� — <br />CJ — — — --'SINK <br />I <br />G w/ DISP <br />ih <br />N <br />I S3 I I 2 -6 I <br />I S3 <br />O I <br />0 <br />o <br />I <br />r 23'-11" 2'-10" 4'14" <br />� ( <br />I: <br />lII <br />I I I <br />I I I;: I (2) #5 REBAR I <br />A <br />S3 <br />� <br />° K FILLED CELL VERTICALS w/ in <br />] } I' S3 <br />I I - <br />ii <br />I CJ CJ CJ <br />I } 00 <br />I <br />60 <br />� <br />•- �. <br />%ram, <br />1 :: <br />I <br />........ I:' <br />I <br />CV) <br />;0 <br />T-2" IG') <br />........ <br />I <br />CJ CJ j CJ <br />CJ CJ _ <br />, <br />I,% J <br />�G) <br />3-1/2" MIN 2500 PSI CONC <br />I <br />11 <br />SLAB OVER 6 MIL VISQUEEN <br />I VAPOR BARRIER I <br />O� <br />....... <br />i I , .. • ... I• .. , : I `� I <br />(3000 PSI CONC. SLAB FOR I <br />^ <br />I i <br />L-------F----- ---- i"----I-- <br />HERNANDO COUNTY ONLY) I ; <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E. W. I in <br />— — ?-----------��---- ---j <br />I <br />H.B. A <br />7'-2" _ 5'-2" 6'-0" 6'-0" 3'-0' <br />FOUNDATION PLAN MONO - ELEV-Al <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SIN 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 />7. <br />LLI <br />rn <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.:• <br />•ram,; <br />, <br />"•. <br />#5 CONTINUOUS <br />,; <br />, . , • <br />REINF. SEE FND. FOR <br />_ <br />"• ' <br />QUANTITY <br />�'• <br />#5 X 25" X 25" CORNER <br />' • ' <br />' <br />BAR ONE FOR EA. <br />• ' <br />. • <br />HORIZ. REBAR, TYP. <br />. •., ...., <br />U.N.O. <br />**Alternate: <br />' ; • <br />The reinf. bars shall be <br />. •, . ., �.. ., �..., �.. ., �.. '. •, <br />Cont. around comer 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 />S <br />�V .: Vv rLFj CD <br />U <br />J <br />a� <br />M <br />� <br />'•. O <br />44 <br />51.0` <br />To the Crest of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />co <br />cSE n <br />to �i <br />C)Re <br />pp <br />y dCt>1JLL <br />`_. a0 N # LL W <br />Q <br />LLLL a <br />Z <br />O <br />rn <br />t� 0o <br />W�Nm <br />0:0 <br />Qa d <br />Z <br />UM <br />Go a <br />N MZ tYN O <br />Z <br />W <br />OUv�N <br />❑❑❑ <br />i.D <br />z N � <br />z � <br />J <br />d ,P1 <br />iV <br />Vi <br />f6 <br />w W <br />0 <br />tA <br />"I <br />smug <br />LU W <br />rz <br />Od- <br />M <br />o <br />M <br />o <br />W <br />Z <br />U- <br />E <br />E <br />=o <br />W'- <br />.° <br />>� <br />aIv <br />�• <br />Q <br />E: V <br />H <br />C1 <br />��NEz <br />Wa <br />o ° <br />zt,o <br />yNi <br />ow <br />�a o <br />rr <br />m f <br />fp <br />(/3 C <br />O <br />oLL <br />N J <br />N8 <br />a • <br />QW <br />�i <br />W <br />2 3 <br />U 3 <br />wLL <br />�o <br />LL <br />$z <br />�z <br />Low <br />�� <br />mo o' <br />o <br />� <br />zId <br />° 3 <br />0 <br />U-) <br />ui <br />W <br />� <br />c� <br />' <br />O <br />LO <br />�1 <br />Q <br />C <br />> <br />O <br />pp <br />O <br />M O <br />07 <br />.T� <br />= N <br />04 <br />r <br />i Lo <br />00 <br />T <br />m <br />m <br />Z <br />C <br />E O42) <br />M <br />Z <br />c <br />a <br />U <br />Q p <br />JOB <br />NO: <br />20-8084 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />