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L0 <br />Lr) <br />Ix <br />E <br />L0 <br />Ln <br />CD <br />L0 <br />C14 <br />Ln <br />L0 <br />C <br />LZ <br />K) <br />rn <br />00, <br />CD <br />3'-0" <br />....... <br />...... <br />N <br />IW 1 11 D I: <br />VERIFY LOCATION (2) #5 REBAR <br />I I I. <br />. . . . . . 04 ELECTRICAL PANEL VERTICALS w/ in <br />C� <br />JL - - - - Y <br />.... Z-6" cc FILLED CELL <br />18'-4" <br />10.-0., U') <br />3-4- 20'-7'. <br />SW <br />SLOPE' <br />BUILDER TO PROVIDE <br />C� <br />9 <br />1/8":l'-O* <br />APPLIANCE PROTECTION <br />&D <br />60 <br />-4" <br />77 WHEN REQUIRED PER FBC <br />" <br />PROVIDE 1 Y2" RECESS 1,,4S6 <br />00, 31/2' SLOPE <br />e <br />3'-O"x8'-O <br />FOR SGD. REFER TO TY <br />-6V <br />MASON'S SLOPE FOR 2STORY OPT III <br />11 <br />-3 <br />iCONC. <br />PATIO <br />WIDTH REF <br />-CJ <br />Ci <br />9 <br />9 <br />TYP @ 1 <br />2STORY <br />STORY <br />2'-6" x 2.-6" x V-0" 11 2'-6" x 2'-6" x V-0" <br />A <br />4) 1 <br />I W/ (3) #5's E.W. I W/ (3) #5's E.W. <br />18--5j" <br />SW <br />rcc,*\ <br />�3 <br />CHASE TO <br />ISLAND I W.11 <br />7 <br />t <br />-ij <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR KITCHEN I C3 <br />HERNANDO COUNTY ONLY ISLAND LOW if' I <br />ujl� 1) <br />7 <br />7 <br />0 <br />3-1/2" MIN 2500 PSI CONC SLAE <br />7 <br />Cn <br />WALLS I h lie 1 <br />(2) #5 REBAR <br />MIL VISQUEEN VAPOR BARRIER 1 11 1--113: <br />�e <br />. <br />7 <br />VERTICALS w/ <br />3 1 <br />7 <br />�3 - cc in FILLED CELL <br />S3 <br />Sim. W/o <br />7 <br />—CJ <br />STEP <br />01 717Z700�- <br />9 <br />�0 <br />---4 — — — — — — — — <br />— 4 2'-6" x 2'-6 -01 <br />F. I <br />7-6" x 2'-6" x 1 '-0" <br />[ <br />1 FF, Ij <br />W/ (3) #5- <br />W/ (3) #5's E.W. <br />21'-6" 8'-5" <br />3'-10" 2STORY TOP OF CONC./ <br />L <br />PAVER TO BE 4* -A" <br />SLOPE <br />BELOW FIN. FLR. 1/8":V-04 <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. —\ <br />k.!3 6-9j" <br />TYP. <br />22' 0 '-3",6.5 V-8-- 1. <br />18'-4" X-O" 2'-8" 5-4' <br />18'-10" <br />PROVIDE Y2" I <br />X 9 Y2 <br />J <br />UY <br />. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br />....... ... ... ....... <br />I - N - DICATES FI . LLED CELL . w/ 3000 PE <br />CONC. GROUT FROM FT. TO BEAM <br />(1) #5 REBAR VERT ABOVE SLAB T) F <br />. . . . . . . . . . . . . . . . . . . . . <br />.......... <br />L <br />. . . . . . . . . . . . <br />............ IRECESS <br />FOR FRT. <br />DOOR ...... <br />@ ALL PLACES SHOWN HOOKED FTG. <br />DOWELS 5" EMBED W/ 25" EXT. ABOVE <br />STUB UP TO <br />2ND FLOOR <br />SLAB "GRADE 40 STEEL" _Gd <br />FOR A/C t PLUMBING <br />Ci <br />CY) <br />HVAC CHASE <br />LINE Td <br />SECOND <br />SHOWER r FLOOR': <br />T <br />Cl) <br />BASED ON <br />LOCATION <br />ji <br />V, <br />LA <br />k!J <br />$2 <br />TYP @ <br />2STORY <br />N <br />C. <br />LDW� e 0--0- <br />LJ <br />4) <br />TYP @ <br />2STORY <br />2 01-101, I <br />1 6 LAV. 5'-0" LAV. <br />7 1 <br />N I <br />TUB <br />4C <br />AD <br />L <br />�1071 <br />771 z ZA <br />0Z <br />H.B. <br />TYP @ 1 <br />STORY <br />4) <br />TYP @ 2 STORY <br />1 <br />5. 8 7-681" L 6'-0" L 6'-4" <br />-4" L 4'-2" 1 1.8-- L 6-11" L 4--551" L V-W` L -91, L T-10- L 2'-5,, L T-54' L <br />FOUNDATION PLAN - ELEV-B1 <br />SCALE: Y4"=V-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 <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN. <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />U.J <br />LU <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = l'-O" <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" = V-0" <br />CIA <br />W %31 <br />tj CLI <br />G.) <br />M <br />" <br />C= <br />cr_ 0.5 <br />cm <br />C& <br />ta, go <br />% <br />U <br />U <br />n <br />To the best of the Enginser'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, Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Englneer's signature and seal. <br />fiw�� <br />Im <br />tM <br />0 <br />rZ <br />C, <br />M <br />LL. <br />.— . S2 <br />10 0) a_ <br />z <br />0 <br />W <br />z Z <br />Cl) <br />un <br />04 <br />a <br />6 <br />z <br />W E <br />iz- <br />V) <br />u- <br />4—J <br />C:) <br />0 LU <br />V) <br />ru <br />E <br />as — 8. <br />v <br />Im�iI< <br />I <br />0 <br />E <br />0 <br />'z <br />a <br />W Ir <br />CL <br />C:, <br />E <br />20 <br />00 <br />2 <br />ro <br /><D It <br />0 <br />z <br />co <br />z <br />2.z <br />C§ <br />0 <br />0 <br />W <br />M <br />.�r <br />0 <br />01— <br />LO <br />LO <br />T <br />CL <br />M LO <br />0 <br />L0 <br />Cr <br />U) 0 <br />CN <br />LO <br />0 c) <br />C'i <br />C) <br />C:) <br />04 <br />U- <br />1q, <br />0) <br />LO <br />< 00 <br />4t <br />E <br />L0 <br />0 <br />z <br />z <br />CD LD <br />M <br />C <br />E V <br />0 <br />JOB <br />NO: 23-00525 <br />SCALE : AS NOTED <br />SHEEr NO. <br />6 <br />