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A NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX -F" 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 FILLED CELL LEGEND 0 CONT. FILLED CELL FROM FOUNDATION TO 2ND FLOOR FILLED CELL BELOW 2ND FLOOR (DOWEL INTO LINTEL) FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO BOND BEAM) W.W.M. PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF SEE PLAN. v 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN I % qc,-- L UJ= LLj A )5 CONTROL JOINT DETAIL SCALE: 1 112"=1'-0" 45 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 112"=V-0" A (4) #5 REBARS CONT. CMU BEARING WALL FOOTING. SCALE: 3/4"=1'-O" 5x5x3/8" A36 STEEL BA Or- r-LM I EZA u') kl.� SECTION A -A F.11 2" 0 SCH40 STEEL PIPE W/ GALV. G1 20 FILLED WCONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS W/ MINJIMAX. 3" EMBEDMENT \--CONCRETE SLAB PER PLAN rFM'24 BOLLARD DETAIL SCALE: 314" = V-0" 1 1-0" x T-0" x V-0- w/ (4) #5 E.W. - r7""'lli k, �3 TYP. @ 2-STORY U.N.O. I go 9 &D S-0" x T-0" x T-O" w/ (4) #5 E.W. - -7')'Q" F 18-4' 18'-0" 18'-0" 18'-4" 00 41 11 '-4", 13'-4" 3'-8" T-8.. 13'-4" 1-01, 0 1-0111, 13'-4" 3-4- 3'-8- 13'-4" 0 VERIFY VERIFY T-0* x T-0" x V-0- VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C W/ (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A(C L (2) #5'S PAD PAD PAD PAD (2) #5'S S3 Z-O"x2'-O"x V.01 OSE HOSE Z-0. x 7-0"x V-0" 2'-O'x 2'-O"x 1A. :�MF ------ -H-OTE- 24"x 2'-O"x V-0' W/ (3) #5 E.W. BIB B W/ (3) #5 E.W. w/ (3) #5 E.W. IBIB BIB w/ (3) #5 E.W. x t CONDENSATE 7 F CONDENSATE d d CONDENSATE F CONDENSATE I d 7LINE I OIL -4" ELEV. FIN. LIN t LINE -4" ELIEV. FIN.. ri I 1 -4" ELEV. FIN. LINE OIL -4-- ELEV. FIN. . I Cl- CONC. SLAB LU CONC. SLAB LU CONC. SLAB '. I '-)w CONC SLAB 1-0116 ,1'- 4" 6'-8" L& 13'-10" 3'-1 2'-8 2'-8" T-11 It 3'-10'1 1& 6'-8" 4.10 6'-8" T- 10" X-11 Z-811 Z-13" 3--10" 6-8" 44- 4-- 1 -4- �j ELOVIDE 1 YZ REC PROVIDE 11)j/ RE�ESS �OR. PROVII IE 1 RECESS FOR :S QB SLIDI�G GLASS DOOR. REF -t- --R!'O t- SLIDING GLASS DC DR. I IEFER TO I F MASON'S SCOPE FOR WIDT I MASON'S SCOPE FOR WIDTH MASON'S SCOPE F A A IDTH .13 co D1 L ts-- ROVI E LINE FOR D1 R E KE ;0 I OP PROVIDE LINE FOI &D ICE MAKER PROVIDE LINE FOR M INDICATES FILLED CEL rr ICE MAKER S3 I -i I,.' Jill 3r2 MIN. 3000 PSI CONC. SLAB FOR 1 /, (II- � HERNANDO COUNTY ONLY. 3Y2' MIN. 1 �2 T\') I I Cf) PSI CONC. GROUT FROM TO BEAM W/ 1#5 REBAR VERT. I ABOVE SLAB, TYPICAL@ ALL F- 1) til -11( co 1 �j LL 2500 PSI CONC. SLAB OVER 6 MIL. PLACES SHOWN HOOKED FTG �1� ji LL j 7 VISQUEEN VAPOR BARRIER DOWELS 1T EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL t DBL. SINK C.j. DISPOSAL W/ o? DBL. SINK w/ DISPOSAL C.i. ;0. DBL. SINK W/ o? C.i. DISPOSAL &D DE L. SINK w/ )ISPOSAL, C.j. -if rr F -I —7— L JL--�3 IL )L- J1 I 1L -JL 11 A 11L o III I JLJI I E wE:E EEEE L --- it ---- E E -2 Z �-- 12'-5" L 5'-11 1 6-1111" Z_J" 6-111111 9' -111, L 12'-5" 11D I 1 -W AWD'h tPW-0,1\ I /50 �O k12-11) K2 1 1 C3 '17 6 ;r --i CD CID 0 14'-6'1 X-110" 6 T-110" If 14'-2" 6 14--g- 10 T-110" 31-110" M 4'-6" F- --I S I VT sv— - F, -1 1 In 1 -7- 1 I 1 -7 1 I b I OL 0'-0" ELEV. .7 .7 OL 0--0-' E FIN C gk 0'-0" ELEV. FIN CON . SLAB 1 1 OL 0'-0" ELEV. FIN CONC. SLAB FIN CONC. SLAB C.j 0 C.j. 1 ;0 -00 C.j. &D &D -7 r- /OGG -7 \I, �3 In @ FOUNDATION @ I @ FOUNDATION @ FOUNDATION 1164" 0- 2' 16'-O� 16'-0" I 1 2'40" �0 q- f I r LO I L i IL J L -11 IL i -7 LM 7 JELEV. APPROX. F- r- r- ELEV. APPROX, il-1/2" BELOW F.F. 1-1/2" BELOW F.F. ELEV. CAN BE NO IMORE THAN 1- q ELEV. CAN BE NO MORE THAN 1- 1/2' iBELOW TOP OF F BELOW TOP OF — — —1 EGRESS DOOR % I '. Id %, 1r Al k EGRESS DOOR ITHRESHOLD. FIELD �K �K THRESHOLD. FIELD iVERIFY PROVIDE 1/2' RECESS FOR &D C14 \A L\LV-1 H. 4 \,.. �3 PROVIDE 1/2" RECESS FOR I/- K PROVIDE 1/2' RECESS FIR \, �3 ;l? \,W H HW/ K VERIFY S3 PROVIDE 1/2"RECESS FJR FRONT DOOR. REFER TO L MASOITS8COPE FOR \WIDTH 3 Oti 2--1 0J., L_FRONT DOOR. REFER TO ___j L M A-�ffhl C R-FOR WIDTH 0 T FRONT DOOR. REFER T MASON'§-SCO FTE-FOFf-WIDTH 2--1 1 12--11 Oj" L FRONT DOOR. REFER T01 A-STN S 7-0 PIETF 0 R W I D T lk" - FM24 4- 1�11 � FM 4 I V////,- MI M:-, I oil IID 4. .4' .4. -4- 1;0. J811 J8" r [1 4'-0" 10'-6" 1 10'-6" �i 0. 1 4'-0" '11 ;0 4'-0.. '.0101 1 10'-6" 1 1 1 10'-6" 1 j 011 4'-0" 2A, co LO 4`1 1 jj-,-4" ELEV. FIN. 9 1 4- ELEV. FIN. 0 1 1 -4" ELEV. FIN. jgk-4" ELEV. FINI ;0 LO "--rCONC. SLAB CONC. SLAB CONC. SLAB CONC. SLAB' 3 —C.j. - OOL-1 3 1 17-- V-7 z; C.� LU E, --4 Uj C-j- C.j. Uj 03 -4" 15-4- T-0"x 3'-O"x V-0" #5 E.W. IT ELEV. APPROX. -9 Y-G"x 3'-G"x V-0" 5-8] 1V'-4"' ELEV. APPROX. w/ (4) E0 1-1/2' BELOW F.F. 1-1 /2" BELOW F. F. wl (4) #5 E.W. 9 Lo r55 /55"\ ELEV. CAN BE NO ELEV. CAN BE NO r55 kzil/ MORE THAN 1-1/2", MORE THAN 1-1/2' k, �' 3 BELOW TOP OF BELOW TOP OF 2-6"x Z-13" x V-0' 10 EGRESSDOOR EGRESS DOOR 2--6- x 2--6- x V-0- wl (3) #5 E.W. THRESHOLD. LO THRESHOLD. w/ (3) #5 E.W. 3 FIELD VERIFY FIELD VERIFY z 9 9 'SEE S-3 FOR 03 S3 q I SEE S"3 FOR E? &D 00 HOSE ro RECESS OPT." L __j L ECESS OPT." HOSE BIB -- — — — I — -1+ N OD BIB Fj L UDe-- J ilil S3 HOSE BIB ok- (2) #5 VERTICALS (2) #5 VERTICALS iol� BIB (2) #5 VEIRTICALS (2) #5 VERTICALS WIN FILLED CFI I WIIN FILLED CELL WIN FILLED CELL W/IN FILLED CELL 41 V-811 8'-0" V-811 V-8" 8'-0" '-8" V-8' 81-01, 11-4- 1,_8" 81-0.1 -8" 1111-4- 11 '-4" 11 -4- 1111-4- 6'-8" 6'-8" 7-0" 2;-8" 113-4- 22'-8" 7-011 0 72'-8" 0 W 3'-O"x 3'-G"x V-0' w/ (4) #5 E.W. TYP. @ 2-STORY U.N.O. I C� rh t? In T-0"x T-0"x V-0" w/ (4) #5 E.W. Cl) 4 zo CID 0 FOUNDATION PLAN. SCALE: X"=V-0" C3 LU CN CL I.., C-12 QQ LA- CP C%j C= ZZ M CD cli C*4 C> CN C14 LAE E G N Cd N o STATE OF 4 () R % N A To the best o the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. MORM 0) z W Mff E 8 C14 g 0 .5 % 0) F- r�- L'f W 04 0 LU 14 rg -9 LL z 0 z a 0 I C, 1� W f g W W 0 r- to CP �: z IL co 0 y! ur) U x 04 < 0 W (D E3 0 -5 Q) +-j (13 C—/3 [L- 0 V) =1 i M U) u g Lu U < C-4 r— 'z E 0 U 1.1-0 r6 C.0 57, ro (U t < z C �z "o C§ cl� 0 C.6 —17 CM cl� CU 00 CN :3 00 LO Cr U) 50 .2 co 0 CN Ln C:) CN U-� C=0 C5 E M 0 z a M E E a. 0 1 0 --1 M :2 0 1 4) _j JOB NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. 2