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GROUT FROM FT. TO BEAM <br />VVI #5 REBAR VERT ABOVE SLAB <br />(1) <br />TYP @ ALL PLACES SHOWN <br />__j <br />7- <br />G <br />TOP OF CONC./ PAVER TO BE 4" <br />HOOKED FTG. DOWELS 5" EMBED <br />-1�2 <br />BELOW FIN. FLR. <br />1/8": l'-O',' <br />00 <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />-1 <br />KITCHEN 00 <br />- 7 <br />SLOPE <br />-4" <br />0 <br />-1 <br />LID <br />U-) <br />PROVIDE Y2" x 9 Y2" <br />STEEL" 19'-51" <br />4 <br />ISLAND LOW <br />7 ._03,, <br />4 <br />15'-6" <br />RECESS FOR FRT. DOOR <br />5-4- <br />.8", <br />ALLS <br />STEPS AS <br />- - - <br />I � 11 <br />. <br />- .......... <br />....... �-A <br />........ ..... <br />........... ........ <br />M <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />PROVIDE 1 Y2" RECESS <br />C? <br />F - - - <br />I <br />IT <br />FOR SGID. REFER TO <br />I I <br />I r) 11 r) III <br />CHASE TO <br />W. H. <br />MASON'S SLOPE FOR <br />I D.W. jI <br />I I j Lz-� <br />LL <br />ISLAND <br />STUB UP TO K <br />F <br />5�4'. <br />WIDTH <br />2ND FLOOR S3 (2) #5 REBAR <br />SINK W/ D18P <br />13'- 11 <br />2'- 6" <br />T-04" <br />4 <br />41-811, 2-4211 -- <br />4 <br />M02 <br />VERTICAL w/ in <br />S fl in <br />FOR A/C <br />FILLED CELL_ <br />3-1/2" MIN 3000 PSI CONC. SLAB FC <br />R <br />01 <br />CD <br />LO <br />HERNANDO COUNTY ONLY <br />1/8"- 1 --0" <br />3-1/2" MIN 2500 PSI CONC SLAB OVER <br />2'-6" x 2'-6" x V-0" <br />,5LUF't: <br />L <br />6 MILVISQUEEN VAPOR BARRIER <br />VVI (3) #5's E.W. <br />0 <br />20'41' <br />4 <br />RANGE <br />6-13" <br />4 <br />21'-6" <br />4--0" <br />A, <br />r7, - I <br />26-16" L <br />.......... .... <br />16'--7" - - - - <br />... <br />91 <br />C? <br />7'-2" <br />Ci <br />1 -3 1/2"& 1-0 <br />1 <br />C <br />I <br />1 <br />C, 4 <br />SLOPE <br />CN <br />TYP @ 2 STORY <br />PLUMB111 <br />7�,� <br />7 <br />&D <br />PLUMBING <br />U.N.O. (SEE JJ/S3 <br />FOR STEM OPT.) <br />C) <br />N STACK <br />- <br />STACK <br />KGG <br />t `7C <br />4) <br />W/o <br />\,. �S3 <br />21-51, <br />2 <br />\, �3 UPLIFT <br />_C;1 <br />01 -01, <br />(2) #5 REBAR <br />VERTICALS w/ in <br />80 <br />1 <br />FILLED CELL <br />Ze <br />V <br />-1 <br />LO <br />Lz <br />VERIFYLOCATION <br />C? <br />--EE-E-CR�fGAE <br />PANEi-.7 __j <br />j <br />TYP @ 2 STORY H.B. <br />(SEE JJ/S6 FOR VERIFY METER <br />STEM OPT.) LOCATION WITH <br />BUILDER <br />T-1 03,. 0 16-011 1 6'-3,5" <br />3'-8" 3-1 8 Z-8" 3'-4" 6--0-- 6--0" <br />FOUNDATION PLAN — ELEV-131 <br />SCALE: Y4"=V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "IF" 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 SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING I <br />VVVVF 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 />Ly <br />LU <br />co 0- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-n <br />�—#5 <br />CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />�,O <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />S <br />�j <br />U.N.C. <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" = V-0" <br />C1%j <br />C2. <br />=- cz <br />M C-3 cri <br />CN <br />M Cl- <br />CA C,4 <br />cz <br />C14 <br />CD <br />W C2- Q, <br />to XZL -0 <br />Z. <br />0 VA <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />the structural <br />engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />U) <br />4flown <br />g g <br />W <br />-�T E <br />C�' 0 <br />C) 0 <br />U <br />0 <br />W <br />6 <br />o0 Co <br />0 �2 <br />U-) <br />a6 <br />g <br />mv,g <br />cu U Ll <br />-j Lu Z;; <br />-6;; <br />t <br />IN", <br />= 0- <br />,U C: <br />I_- (U <br />%M, <br />W=; <br />0 0 <br />W <br />0 <br />05 CP <br />z <br />CO �� Z < <br />z <br />W <br />C/) <br />cl) <br />< <br />�7 <br />E3 <br />V) <br />(D <br />(1) <br />o <br />L' <br />4-1 <br />L.0 <br />0 <br />V) <br />(n <br />LLI <br />F— Cn <br />4 <br />E <br />o <br />o <br />CD <br />cl,� <br />o, <br />< <br />U- <br />C6 E <br />� <br />z <br />< <br />E <br />z <br />c <br />CK3 <br />F <br />u 0 <br />C1 <br />2=3 E <br />'o <br />o <br />< <br />z <br />ITT <br /><� <br />o <br />< z <br />< <br />'0 <br />2 <br />zo <br />;� . <br />o � <br />z z <br />0 <br />'z <br />< <br />2. <br />w <br />W <br />C, <br />'o <br />z <br />w <br />0 <br />'0 <br />< <br />LO <br />LO <br />CY) <br />CID <br />If— <br />:3 <br />07 <br />0 <br />o <br />M <br />0 <br />< <br />0 <br />ILL c) <br />0') <br />-lid 04 <br />C:) <br />C:) <br />LO <br />F4 <br />00 <br />CD <br />Cy') <br />< <br />LID <br />00 <br />LO U') <br />E <br />CD <br />6 <br />z <br />E <br />ca <br />C <br />E <br />0 0 <br />-0 Ca <br />a) <br />< 0 1 <br />—.1 <br />JOB <br />NO: <br />23-06140 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />f- T- H I <br />