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LO <br />L0 <br />rn <br />:9 <br />:2 <br />pn <br />59 <br />LO <br />J <br />C-1 <br />In- <br />L= <br />to <br />51- <br />6- <br />TYP @ 1 STORY <br />U.N.O. <br />6-0" <br />6'-0" <br />VERIF METER <br />LOCATION WITH <br />BUILDER <br />5- <br />7'-1 <br />-' H.B. <br />t <br />I <br />'-7" 1. 7'-7" <br />. . . . . . . . . . . . . . . . . . . . . <br />. . . . . I . . . I . b 1 <br />1 4 0 b I I b I I I I b I � b I I I I k b b I I I I I I I I I I I I I I I I I I <br />. 11 — �, <br />T <br />VERIFY LO CATION <br />4'-0" ... 17-11" 1,W.H./ <br />ELECTRICAL PANEL <br />(2) #5 REBAR <br />VERTICALS; w/ in <br />BUILDER TO PROVIDE <br />FILLED CELL <br />2'-6- <br />2'-6" <br />APPLIANCE PROTECT <br />ON <br />WHEN REQUIRED PEF <br />FBC <br />35L4.1 <br />1 20'-6" <br />L <br />co /K <br />7 <br />N <br />2'-73' <br />4 4'-10., 1:- <br />1. ;1 <br />EDGE OF SLAB 2" <br />Ci -GJ BEYOND WALL Ci <br />t <br />5'-3" 1, T-6" 1 : 7 <br />I <br />Cn <br />- <br />br) <br />DI Cv I <br />(2) #5 REBAR <br />........... Acd ... ............. r- =—i r <br />........... ..................... .. <br />Av <br />VERTICALS wl in <br />I OPT. VIA I I OPT. D -3 1/2" <br />t1) <br />FILLED CELL <br />2'-6"x2'-6"X1'-0" FTG Lt-- 1 11 <br />L— — — — <br />W/ (3) #5 E.... 3'-5 <br />SLOPE4 <br />7'-l" <br />2'-6" x 2'-6" x V-0" <br />(2) #5 REBAR <br />AHIJ <br />/ <br />VERTICALS wl in <br />W/ (3) #5'S E.W. <br />L <br />TYP @ 1 STORY <br />FILLED CELL <br />U.N.O. A <br />S3 <br />Aln� <br />to <br />J <br />Ci Ci <br />e <br />. .... .... .... ............... <br />. ............... .. . ... ............... .... <br />al., <br />2 5'- 1 0AZ. 9'-512-g <br />128 <br />2--6'W--611x11-0" FTG <br />5-4' <br />W/ (3) #5 E.W. <br />3-1/2" MIN 3000 PSI CONC. C? <br />INDICATES FILLED CELL w/ 3000 PSI SLAB FOR HERNANDO PROVIDE V x 9 <br />Cl) SLOPE, <br />kZ3 <br />(2) #5 REBAR <br />CONC. GROUT FROM FT. TO BEAM COUNTY ONLY RECESS FOR FRT. OOOR <br />VERTICALS; w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB 3-1/2" MIN 2500 mWNC TOP OF CONC./ PAVER �O BE <br />4'-8" <br />3'-8" 4'-6" <br />FILLED CELL <br />TYP @ ALL PLACES SHOWN SLAB OVER 6 1%1111�VISQUEEN 01-01, <br />(;� 4"BELOW FIN. FLR. A <br />L <br />--4 <br />........... <br />M 0 <br />HOOKED FTG. DOWELS F'EMBED I VAPOR BAI�R" I .................... ............... ............ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />........................ ...... <br />STEEL" <br />::12'-10" <br />4-4' <br />16-10 <br />STEPS AS <br />REQUIRED <br />PER FIELD <br />CONDITIONS <br />I <br />n <br />KITCHEN ISLAND III I. - .......... <br />LOW WALLS OPT. <br />— — ici: <br />-104 <br />10' 4" <br />—1-� <br />— — — — — — — — — — <br />I r-A REF. <br />Ci I <br />I— — — — — i — —�L <br />= -= — —If —.— � � � <br />PROVIDE 1 Y2" RECESS — — — — — — — — <br />— — — — CHASE TO ISLAND <br />TYP @ 1 <br />FOR I F 1171 <br />SGD. REFER TO --)r— ---I, <br />STORY U.N.O. <br />�D- <br />IMASON'S SLOPE FOR I r) 11 r) 1 <br />I I D.W. 111 11 <br />Firm",\ <br />.1 <br />�A '% <br />u' <br />v <br />t? <br />WIDTH J Lzez&—�j <br />I LL L <br />— — — — — — — <br />C? <br />\\, �3 <br />LO <br />LO <br />I SINK,Y/DISP <br />Cl) <br />3 1/2" <br />L <br />116-0" Z-9j" 6-10" <br />0. <br />L <br />t <br />A <br />-0 <br />0 <br />HVAC: CHASE <br />BASED ON <br />LOCATION <br />11-99" 1 3- <br />TYP @ 1 STORY <br />U.N.O. <br />10.1 1 7-10A"' 1 5'-11 <br />A - <br />FOUNDATION PLAN MONO — ELEV-131 <br />SCALE: Y4"=1'-O" <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 />VWVF 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 />Cn <br />h <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />W-- 11 <br />ki. <br />------------ <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 />"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" = 1'-0" <br />Cr3 <br />C* <br />CC= <br />C, <br />cr_ <br />4C <br />co <br />4n CIA <br />CP = <br />2 <br />". U GA <br />W <br />COO <br />r= <br />ep <br />0, 0 W <br />:4ta <br />ls� IN % <br />vo. 04 <br />tc <br />j� 4::) <br />—, fl/11H1110110 <br />To the best of the Engineees knowledge, i;gr—mation and belPf. <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residentia <br />7th Edition, Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineses signature and seal. <br />E <br />0 <br />N <br />@ <br />'u, <br />N q, <br />Z <br />0 <br />13 <br />LL LL <br />- LU <br />7,0 a. <br />=C64 <br />W <br />IL Z <br />V) <br />C14 0 C) <br />z <br />0 W <br />W <br />0 <br />V) <br />Z: <br />4—J <br />U <br />0 <br />V) <br />U <br />C� <br />A. <br />C11*> <br />W <br />E <br />E <br />CZ> E <br />05 <br />0� <br />z <br />z <br />zC <br />M <br />C <br />a) <br />0 <br />0 <br />z <br />z <br />0 <br />W <br />Ex <br />0 <br />E <br />z <br />.5 <br />.0 C:) <br />U) <br />LO <br />0 <br />< <br />CL <br />Ce) <br />co <br />0 <br />:0 U') <br />LO <br />Cr <br />M <br />ca <br />-0-0 <br />C/) <br />LO <br />0 <br />CN <br />ol <br />(0 <br />LO <br />LO <br />E <br />6 <br />z <br />E 0 <br />E <br />0 0 <br />LD <br />0 -j <br />JOB <br />NO: <br />22-12368 <br />SCALE : <br />AS NOTED <br />SHEEr NO. <br />6 <br />W, <br />