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I <br />=14 <br />ZZ <br />LO <br />4D <br />1-4 <br />6z] <br />.71' <br />8 <br />LZ <br />CN <br />C, <br />Cn <br />7--2- <br />5. <br />6' <br />6'-0" <br />-101. 6 4'-0" 6 Y-10" <br />4'-8" L. 4-4- <br />VERIFY OETER LOCATION <br />WITH BUILDIER <br />5'-2" <br />51-101, <br />3'-0" <br />H.B. <br />F <br />........... .............. ...... - . . . N ........ <br />'lei <br />C14 <br />........... ............. .......... <br />............... <br />............... <br />L J <br />3-1/2" MIN 2500 PSI CONC <br />j. <br />1*1 Cl) <br />SLAB OVER 6 MIL VISQUEEN <br />I : <br />0 <br />VAPOR BARRIER <br />(3000 PSI CONC. SLAB FOR <br />00-01, <br />HERNANDO COUNTY ONLY) <br />........................... <br />13'-51�' --ci 7'-2,' �-+C, .,L, <br />I <br />Ci <br />Ci <br />--CJ <br />L0 <br />4 <br />......... <br />- - - - - - - - - - - -- CIO <br />................... <br />................. <br />N <br />60 <br />7 7 7 7. <br />N------------- <br />-i—� <br />Ci <br />-4- <br />Ci <br />: : : <br />L-1 00 <br />r- <br />TCj <br />VT - 0 <br />.1 <br />(2) #5 REBAR <br />VERTICALS W/ Lin <br />8_ <br />FILLED CELL <br />23--11 2--10" Cl) <br />L! Z <br />G <br />2-6" <br />2--6"x2--6-'x1'-O-- <br />W/ 345 E.W. S3 CJ-- <br />SJN�K W-/ 12LSP- <br />rr -111 <br />N <br />M,3/ <br />KITCHE� ISLAND I r.) rj <br />I <br />7 7 1 . .1 LOW WA, LLS 'L -JL- J' <br />I L <br />CH�ASE TO <br />ISLAND <br />t <br />Ci <br />- - - <br />L <br />- <br />CJ7- <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />r <br />, <br />9 <br />C? <br />t—j 0 ) <br />4'-0" <br />G <br />S3 <br />1 6PT ,4 11 1 <br />OPT. D <br />5'-4" 3--8- <br />7'-8" 01 <br />L - - - - J L - - - - J <br />3 1/2" <br />4'-9116" <br />SLOPE A <br />1 37--54" <br />:21'-21" <br />F <br />5�3 <br />32'-8a4" <br />4'-81" <br />(2) #5 REBAR <br />;0 <br />1/2': <br />1 <br />PROVIDE 1 Y2" RECESS <br />-1 <br />HVAC CHASE 7-n . . <br />�jl <br />BASED ON <br />VERTICALS wl in <br />FILLED CELL <br />—7 <br />K <br />LOCATION <br />W.;z <br />I H.\ <br />�3 <br />FOR SGD. REFER TO <br />I <br />MASON'S SLOPE FOR <br />WIDTH <br />-4- Cj <br />-4 - - - - - --- <br />r— INDICATES FILLED CELL W/ 3000 <br />-�Cj <br />. <br />........... <br />r <br />STEPS AS <br />REQUIRED <br />0'-0'- <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />2'-0" 4'-0" 2:-0" <br />6'-0" <br />1--10" 6-2" <br />PER FIELD <br />CONDITIONS <br />ABOVE SLAB TYP @ ALL <br />PLACES SHOWN HOOKED FTG. <br />TOP OF CONC./ PAVER TO BE 4" -3 1/2" SLOPE, <br />BELOW FIN. FLR. <br />DOWELS 5" EMBED W/ 25" EXT. <br />LO <br />PROVIDE Y2" x 9 Y2" <br />ABOVE SLAB "GRADE 40 STEEL" <br />L — — — — — --4 — — — — — — — — - <br />, _ <br />_ -- . <br />RECESS FOR FIRT. DOOR <br />................... ... .... — ... **— <br />E <br />I***''*''- I <br />i M <br />................. <br />E - <br />TYP Z-6" x 7-15" x 11'-0" <br />W/ (3) #5'S E.W. <br />7-18 5'-* 6'-0' 2-4- 6-2" 5-1-- 6'.4" 5--0" g-O <br />37'-8" 6.0" 15'-0" 01 <br />58-4- <br />FOUNDATION PLAN MONO - ELEV-Al_ <br />SCALE: Y4"=1'-0" <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 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 />71 <br />LU <br />53 <br />CD <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />"--#5 <br />CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />3 <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />-Alternate: <br />ie 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" = l'-O" <br />> <br />0 r-- 0 <br />C14 <br />X <br />C"i <br />ca LL- <br />-0 0 <br />C N -C <br />>-- <br />L) Coo M <br />C: 04 S:/: <br />a) <br />C: <br />< <br />a) 3: L) (D <br />> — <br />a) > <br />E <br />0 0 0 <br />Z3 <br />> a- 0 LU <br />CN <br />CN <br />C-4 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residental 7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />00 <br />E r- <br />U <br />0 <br />6 S <br />LL <br />0 <br />0 <br />0 <br />W <br />0 <br />2 r— CD Ice <br />W <br />L 0 <br />0 <br />Z <br />C14 < <br />L) <br />z <br />W <br />6 0 -j U) <br />0 <br />< <br />V) <br />a) <br />(D <br />4--J <br />LU <br />V) <br />L=u <br />< <br />C) <br />co <br />U- <br />E <br />as <br />A 0M <br />W9 <br />z <br />a <br />E <br />Cj M <br />9- <br />t <br />z <br />C33 <br />j <br />gw- <br />'0 <br />Z� <br />No <br />01 <br />�z <br />z <br />W <br />C:> <br />0 <br />.2 T-- <br />U) <br />—j <br />LO <br />U-) <br />CID <br />C:) <br />C:) <br />0" <br />C:) <br />M <br />0 <br />0) <br />C14 <br />CD <br />0) <br />< <br />E <br />v) <br />�j 04 <br />0 <br />z <br />z <br />E <br />E <br />CL <br />0 <br />0 <br />JOB <br />NO: <br />22-02385 <br />SCALE : <br />AS NOTED <br />SHEEr NO. <br />6 <br />