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a 1 1 <br />1 I-. 1-. -1 I - I <br />I I - - J_- - l l l 111 1 — - - I rn <br />WWF 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 />LU <br />� <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />, <br />I <br />s <br />1 <br />1 <br />1 <br />1 <br />i <br />7 <br />I <br />, <br />1 <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 />w "Alternate: <br />The reinf. bars shall be <br />• cont. around corner by cold <br />�: • 1•: ;: ;: : ;:. • �: <br />bending the bar w/ min. <br />bar lap of 25". r <br />TYP. CORNER BAR DETAIL o <br />io 00 -v <br />SCALE: 3/4" = 1'-O" ' <br />25'-0" <br />13'-4" 10'-0" <br />1'-4" 1 71 r" <br />2'-0" x 2'-0" x 1'-0" W/ (3) #5's E.W. L, <br />TYP. <br />S3 — — — — — — — ---- <br />.10 <br />cD <br />I _t I <br />o: <br />61 <br />5'-2" 3'-1011 11'-4" N ^ _Q11 <br />4'-8" <br />AC PAD 1 <br />1 M I -4" <br />� S3 <br />------11 11 all I• I • • <br />ALT I I 11 <br />AC PAD Illr------------------ 1 <br />I I Ip TYP. @° 3 PROVIDE 1-1/2" RECESS <br />HVAC CHASE 2 STORY S6 FOR SGD DOOR. REFER <br />11111 BASED ON TO MASON'S SCOPE <br />. <br />LOCATION <br />I FOR WIDTH <br />I II - <br />o <br />c%) 1 11 INDICATES FILLED CELL r <br />11 W/3000 PSI CONC. GROUT <br />1111 FROM FTR. TO BEAM r <br />11 W/ 1#5 REBAR_VERT. _ _ C.J. <br />11 ABOVE SLAB. TYPICAL <br />1111 @ ALL PLACES SHOWN <br />11HOOKED FTG. DOWELS 17" <br />1'EMBEDMENT W/ 25" C5 — — <br />IIkXT. ABOVE SLAB "GRADE 40 fill, <br />STEEL"IL--� <br />� i 11 III a <br />1 1 1 I IEj <br />�' <br />11 II o <br />II I II x <br />11 II o z <br />00 13Yi' MIN'14000 PSI CONC. SLAB III N <br />FOR HERNANDO COUNTY ONLY I I <br />M `o - <br />13Y" MIN. ��00 PSI CONC. SLAB OVER <br />6 MIL VISQVEEN VAPOR BARRIER <br />C.J. — — <br />1'-8" <br />'-4" <br />1 <br />1'-4'1 2'-0" <br />1 1 /_41/ <br />I, <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />N <br />I <br />I <br />I <br />I <br />• <br />r 1 1 11541 5'-3" 2 -5" 121 11 <br />• I 1j <br />o 1 <br />� I <br />1 0'-0" ELEV. <br />T-- <br />Cn I IFtIN CONC. SLAB L-- - - - - - - <br />I <br />b <br />60 ' -0 1 " 1 " 11 1 1 <br />x3 -0 x11-0 1 2'-0"x2'-0"x1'-0" <br />CD W/ (4) #5 E.W. 1 1 14'-5" W/ (3) #5 E.W. 10'-7 1/2" <br />Cy I I co 1 1 <br />------ - ------------I <br />3 4" STEP -3 1/2 - 1 <br />1�r DOWN C I 00 I S6 I 6-4-1o" MIN. S3 1 '-101. <br />10 TYP. @ I I <br />2 STORY I--------- __ K O <br />TOP OF CONC./ <br />PAVER TO BE 4" <br />BELOW FIN. FLR. <br />L <br />a, <br />S3 <br />TYP. @ <br />z <br />ENTRY <br />O <br />01 <br />°N <br />Z iY � <br />F- O <br />O <br />O q 3'-0"x5'-0"x1'-01'- <br />u- r Lo W/ #5 @ 8" O.C. <br />E.W. <br />I� RECESS FOR FRT. <br />I PROVIDE 1/2" x 91) <br />I <br />I -4" <br />I No <br />1211 .� <br />11I�r 11 0 <br />lvc�v <br />W v <br />St <br />6'-4" <br />2'-0" x 2'-0" x 1'-0" <br />W/ (3) #5's E.W. <br />J <br />TYP. @ <br />2 STORY <br />00 <br />is <br />v <br />to <br />PLUMBING LINE TO <br />SECOND FLOOR 4 <br />v � <br />0 <br />cr) <br />v <br />c� <br />31 <br />BUILDER TO PROVID� <br />1 w APPLIANCE PROTECTIO LO <br />I O I WHEN REQUIRED PER FBC! <br />1 � I <br />I 91-411 9'-4" <br />r • <br />• --r- - - —}— - C.J. - - -+— <br />I o I <br />I N I = <br />I I o <br />I o 0 <br />12'-6"x2'-6"x1'-0' I I TYP. @ ;n <br />I W/ (3) #5 E.W. I SINGLE T <br />STORY <br />�; (2) # VERTICALS i� • <br />W/IN FILLED CELL I • q <br />I I S3 <br />I q I <br />S3LO <br />I S3 I HB <br />25'-0" <br />16'-8" � <br />18'-8" <br />• <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 SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />O � <br />ZO <br />OU) <br />O N <br />ZIr <br />O <br />H � <br />O Cn <br />LL O , <br />T <br />FOUNDATION PLAN -A <br />SCALE: YV=1'-0" <br />on <br />- <br />o <br />o <br />e- <br />A m 11114 <br />o.. <br />N cc O ►- <br />N L <br />Q d N C <br />3 'C t °> <br />a. '- c <br />o a <br />Co w'3 /a <br />A N N as <br />w 0 <br />►��- N A <br />6� <br />A O <br />o w <br />0 <br />..- <br />b �Si G <br />t . I <br />S 10 to lib <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 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 />Engineer's signature and seal. <br />E <br />Y 060� <br />G co ao <br />M <br />-/ 1= J <br />64 <br />a - <br />a C --1 It W <br />aai <br />Lu <br />a 13_ <br />c O7 a S <br />� MC14m o <br />Z 2 N Z Q <br />IL <br />ZN O U <br />w <br />ca, <br />W ❑ ❑ <br />(D <br />z N <br />Z � N <br />z r <br />Q <br />n- In <br />N <br />N Z C <br />� o <br />X— <br />N <br />w <br />g <br />O L. <br />jift <br />N C N <br />W <br />s <br />= t <br />U � <br />c N <br />e <br />o <br />W <br />M <br />M <br />i S <br />O <br />ZZZ <br />C <br />U <br />N � <br />wO <br />O <br />>N <br />< N <br />QI.L <br />a o <br />o= <br />�8 <br />Z® <br />H fu <br />2g <br />00 <br />&� <br />Zgru&� <br />L� <br />I— <br />Q� <br />Q <br />wZ <br />J <br />M <br />N C <br />C <br />Q O <br />z <br />10a <br />o� <br />m <br />O <br />O <br />z LL <br />m N <br />.2 <br /><a <br />y <br />'w <br />z <br />C§ 3 <br />g� <br />z <br />go <br />aZ <br />W <br />T <br />M <br />LL <br />'o <br />N W <br />�k <br />�z <br />3 <br />J <br />o <br />J <br />? <br />�0 <br />v <br />z°d <br />�3 <br />TO <br />LO <br />c� <br />D Ln <br />,.1 <br />a <br />N <br />Ln <br />N <br />Q <br />Cr $ <br />(n o <br />m <br />N <br />oLO <br />...i <br />LL <br />O <br />I� <br />M <br />o M <br />O <br />N <br />LO <br />r <br />O <br />Q r 04 <br />r <br />E <br />oo <br />c N <br />Z <br />M <br />Z <br />T- <br />E O <br />a <br />E :3 <br />ci <br />c <br />JOB <br />NO: 23-00508 <br />SCALE : AS NOTED <br />SHEET NO. <br />5 <br />