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LO L0 co LCI) t� L10 C14 in L.0 I Cr V) :10� Q 7t C� 01 -T tz: U.) TYP @ 2 STORY VERIFY METER LOCP�TION WITH BUILDER . 6 T-O" ;H.B. I ........... 4-&RW-Y-LQGAT" F — — —I C� ELECTRICAL PANEL L J: 2STORY 7f 7 (2) #5 REBAR I /`CC VERTICALS wl in kZ3 6'-O"o 5-4' FILLED CELL jrr �11� f— C/5 01-01, -3 1/2" T L z 41" 00 4" 04 4 F 0'-6" 19 4--0" Ci L— — — — — — KITCHE SLAND SLOPE, LOW W LLS CHASE I TO 17 ISLAND EDGE OF SLAB 2" 1 -. ;3 q---- BEYOND WALL 3-1/2" MIN 3000 PSI CONC. SLAB FOR HERNANDO 3 -4' COUNTY ONLY SLOPE 3-1/2" MIN 2500 PSI CONC % 1 /8": V-O" SLAB OVER 6 MIL I 2STORY PROVIDE 1 Y2" VISQUEEN VAPOR BUILDER TO PROVIDE L RECESS FOR BARRIER PPLIANCE PROTECTION cc (2) #5 REBAR SGD. REFER TO WHEN REQUIREI S3 VERTICALS wl in MASON'S SLOPE FILLED CELL FOR WIDTH 13. Cl) TYP@2 L PROVIDE Y2" x 9 Y2" -4" SL PE 2'-6" x 2'-6" x 1'-0" STORY RECESS FOR FRT. DOOR W/ (3) #5'S E.W. 01-0.1 TOP OF CONC./ PAVER TO BE 4' 9 1/8": 1'-0 BELOW FIN. FLR. 7 r-100 x 2'-6" x 1'-0" ............ STUB UP T(5' J.-O .......... 13'-71- # A:7-16-' W/ (3) #5'S E.W. Wi 2ND FLOOR PLUMBING LINE FOR A/C I TO SECOND (GG-� �,S3 FLOOR Ci --CJ 7 INDICATES FILLED CELLA 119, -0. 6-41 3000 - PSI CONC. GROUT FROM FT. TO a BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. DOWELS 5" U) ;0 co EMBED W/ 25" EXT. ABOVE SLAB "GRADE 40 STEEL" C14 HVAC CHASE 01-01. BASED ON LOCATION 64" L 16-3 _S6� kC PAI TYP @ 2 STORY I 7� ................ mi ...... ........... ........ ............... i ........ mi**J'**N****''i**�**i''**'Ni*''**Ei., , M - I X N 100 C? 5-31111111 H.B.� z1v YP@2 STORY .-0.1 L 5-4- 2-- FOUNDATION PLAN — ELEV—Al SCALE: Y4"=V-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX 7- OF THE FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING VVVVF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. 1/8" SAWCUT x 114 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN LU LU Cf) CONTROL JOINT DETAIL SCALE: 3/4" = V-0" 6,, -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY - #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. "Alternate: The reinf. bars shall be cont. around corner by cold bending the bar wl min. ar ap o 5 . TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" C%j Cn cc= LU C-4 U- Cl- eo c= S 5 :t:! 3: cc CC 2 a C, C, To the best of the Engineers knowiedge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineells signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W C14 -L 0 0 Lo 0) C", 7t U. (q L, a� 103 j% f, E G t 0 r- W Ag";; 2 g T. W Co 00 & 0 - IL in cl)z<r N < -1 L) 0 z Li Cl V) Q) (.D 4-J C) ID 0 C-- =,.-e M C� U lm E 8 4 di as E C, E �O U �z C: Z .0 C) LO0) LO M CL F- o Cc :3 C) CU U) 0 M 4-j V) 4-j 0 cr) U') M C'4 r- Lr) 0 Lf) C14 C%4 < E ce) W z C E T— 2 E CID ca 0 0 < JOB NO: 23-06142 SCALE AS NOTED - SHEET NO. 6 :;:0.