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Cm <br />LO <br />0 <br />0 <br />M <br />O <br />O <br />J <br />all <br />0 <br />i <br />3 <br />a <br />LO <br />LD <br />ID <br />to <br />0 <br />0 <br />0 <br />J <br />0 <br />I <br />LO <br />ID <br />0 <br />C <br />cn <br />0 <br />.�i <br />Qf <br />C <br />a <br />N <br />N <br />o. <br />E <br />i2 <br />a� <br />E <br />O <br />x <br />L <br />0 <br />J <br />fU <br />r7 <br />U <br />N <br />0 <br />,o <br />U <br />J <br />0 <br />LZ <br />O <br />LO <br />SIN <br />bi <br />0 <br />0 <br />a <br />chi <br />0 <br />M <br />LO <br />S <br />Q <br />M <br />m <br />v <br />Co <br />1 <br />1 <br />59'-4" <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />3 -0 <br />+H,B. <br />AC PAD <br />�------�---- ------ -r I-tt-�—N----I-- <br />— —:--- I---------F-----------� <br />C� <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN I ; <br />( <br />VAPOR BARRIER ; ■ <br />(3000 PSI CONC. SLAB FOR I <br />SO.-0" <br />HERNANDO COUNTY ONLY) <br />13'-54" CJ 7'-2" CJ I { Cl) <br />CJ CJ <br />10 <br />o? <br />d - - - - - - - - -- <br />............... <br />Cl) <br />50 <br />o'-o" <br />................................ <br />Ci <br />I i <br />TCi TCJ <br />TS3 <br />I <br />o? <br />S3 <br />I (2) #5 REBAR <br />VERTICALS in <br />w/ <br />118 <br />: I <br />(:: FILLED CELL <br />A. <br />23'-11" 2'-10" 4'-14" ��� <br />1 I <br />21-61, <br />G I I <br />o <br />1117- <br />K <br />0 <br />T <br />dN <br />I S3 _ _ 51NK w_/ DISP _ _ r <br />2'-6"x2'-6"x1'-0" CJ D. W � 117 — — — N <br />W/3-#5E.W. ::I KITCHE ISLAND II IIII II r, III I <br />1 1 }I <br />j IL S3 <br />1 ! — <br />hl <br />• LOW WA, I I III JL JII I C ASE TO <br />.I............ IL-_--�L= =--J IISLAND <br />II ____�____--- J <br />{ 1 : {} r �I EDGE OF SLAB 2" <br />BEYOND WALL S3 <br />,.L — —7 <br />- ---------- <br />L--===_--� - <br />- - - - - - <br />q <br />a <br />'- <br />r <br />I L-- — — — — — --� i CJ-I <br />CJ CJ <br />CJ <br />F II��� II: I <br />N <br />I <br />4'-0" <br />: G <br />I S3 <br />I I I II I <br />�P I i OPT_D <br />_ <br />5'-4" 3' 8" T-8" <br />_Y) <br />SLOPE <br />4'-10" I . • -3 1 /2" —' <br />1 37'-52' I <br />121'-24" <br />32'-84" <br />4 88 <br />I �3 1/2"PROVIDE <br />In <br />- <br />`� <br />10 <br />I L <br />1 %" RECESS I <br />FOR SGD. REFER TO <br />I MASON'S SLOPE FOR <br />I HVAC I <br />CHASE ' • ' • ' • ' ' (2) #5 REBAR <br />BASED ON W � VERTICALS w/ in <br />S3 <br />LOCATION FILLED CELL <br />I WIDTH 10 <br />I; } <br />:!AHUCi <br />TYP <br />f <br />�------- —------- <br />- <br />■ • I INDICATES FILLED CELL w/ 3000 <br />_ <br />CJ CJ <br />N <br />'' <br />STEPS AS <br />REQUIRED <br />PSI CONC. GROUT FROM FT. TO <br />0'-0" I BEAM W/ (1) #5 REBAR VERT <br />I -0" I_ „ 3'-8" 2'-4" 6'-0" 1'-10" 5 <br />cD01 <br />b <br />' <br />PER FIELD <br />CONDITIONS <br />I ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />is TOP OF CONC./ PAVER TO BE 4" o <br />d BELOW FIN.FLR. -3 1/2" SLOPEV <br />10 <br />I DOWELS 5" EMBED W/ 25" EXT. <br />"' PROVIDE %2" x 9 Y2' `I <br />10 <br />ABOVE SLAB GRADE 40 STEEL <br />RECESS FOR FRT. DOOR <br />.................. ......... <br />•■ • <br />. .■ <br />... ~ . ............ 4 — <br />• •■•. <br />■ <br />■ r■. T <br />I <br />S3 S3 2'-6" x 2'-6" x V-0" <br />TYPW/ (3) #5'S E.W. <br />5'-2R" 6'-0" 2'-9" 5'-2" 5'-1" 6'-4" 4'-8" A1411 <br />15' <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 SN 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 />w z <br />w <br />`n 0- <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />., . ,• <br />,- <br />REINF. SEE FND. FOR <br />s;•; <br />QUANTITY <br />;: <br />;:" <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />. ' :.':'. ;:'.: , <br />::. • : <br />""Alternate: <br />The reinf. bars shall be <br />ry f ,; • `, • �, ,: ,, • �; ,: • <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 />N <br />C%ACj- <br />y u�l <br />C!2 C:' <br />r17 <br />c m, C'j <br />-moo <br />y C.7 c0 <br />41 <br />+. c <br />a <br />=Q <br />cc <br />Cu <br />T <br />c <br />,o <br />o. <br />`, i <br />pp <br />k �.A ldrte L4pL.P d{ xE <br />C <br />kd <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal, <br />N <br />E <br />o M8 <br />g <br />0 C9 N <br />N rnrti <br />Ji <br />MCD <br />v <br />� <br />co LL LL a <br />V <br />Z —� a <br />L 2 v <br />o <br />FUN�O <br />W 00 <br />o,rn <br />M Z Q <br />IL <br />bkZ <br />Z N OU <br />v <br />W o0 <br />z N M <br />o <br />z <br />z <br />— N <br />C) <br />N z <br />N c� o <br />4 <br />fC5 W <br />O—� <br />W SOft <br />Lr) c N <br />c11 <br />c� <br />W J <br />r- - E <br />— 1d cg <br />9 <br />z <br />z <br />Q <br />r� <br />o <br />w <br />Mza <br />z <br />c6 E <br />8 <br />E: <br />�� <br />W ~ <br />a <br />Z� <br />oa <br />C6 . <br />Qo <br />w� <br />Go <br />CL <br />O <br />X U <br />z W <br />U <br />W z <br />N <br />o <br />4 <br />L <br />ro <br />C <br />_ C <br />O <br />o U <br />m 2 <br />° <br />oz <br />z F <br />z <br /><W <br />} <br />o ¢ <br />z a o <br />LL <br />z <br />W <br />�z <br />Jz <br />a <br />=F <br />J <br />o <br />co <br />m <br />_ <br />> <br />a r <br />cl <br />za <br />b3 <br />°O <br />= <br />> <br />J <br />L[A) <br />_ / <br />LO <br />cc <br />F <br />O <br />C0 M <br />7— <br />M <br />� <br />O <br />U) <br />W <br />m <br />al <br />N <br />CD <br />N <br />0') <br />00 <br />r <br />T <br />w <br />? Q <br />6 <br />Z <br />N <br />z <br />y <br />E T <br />c <br />a <br />ai <br />U Q O <br />JOB <br />NO: 22-06460 <br />SCALE : AS NOTED <br />SHEET NO. <br />6 <br />___ _ _. -- __. :V.ir.::l — w I- �1.------------ r <br />