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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 8 TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FILLED CELL LEGEND 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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN w W CONTROL JOINT DETAIL SCALE: 1112"=V-0" �. =� • ` ; #5 CONT REINF. , �'I', "• SEE FND. FOR QUANTITY ;C:, #5 X 25" X 25" • j •-. " CORNER BAR ONE x•.•• FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=T-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. e e° e° d° ea ---a----_.. d /_.. a Q. e b e a _ ° q e ° d e• • d a e e e (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLAT yI 1 s SECTION A -A SCALE: 3/4"=1'-0" z 0 T 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \—CONCRETE SLAB (FM24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = 1'-0" SYMMETRICAL 13'-4" 3'-8" T-8" 13,-4" -0" '-O" 13'-4" 3'-8" 00 VERIFY VERIFY TV x 3'-0" x V-0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF AIC LOCATION OF A/C PAD PAD wl (4) #5 E.W. PAD AC PAD 3'-0" x 3'•0" x 1'•0" L wl (4) #5 E.W. L1. .0S3 L HOSE S3 2-0" x 2'-0" x V-0" OSE HOSE 2'-0" x 2'•0" x V-0" S3 2-0" x 2'-0" x V-0" BIB W (3) #5 E.W. RIR RIR / wl (3) #5 E.W. wl (3) #5 E.W. , 3?m CONDENSATE I— CONDENSATE CONDENSATE I— 4 A ( w -4" ELEV. FINLINE 1 I I LINE W �" ELEV. FIN. 1 I w -4" ELEV. FIN. LINE 1 1 CO S3 ( o CONIC. SLAB 2 I I o CONIC. SLAB 2 ( i CONIC. SLAB 2 co y 1'-4" 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10" 6'-8" '-0" '- " 6'-8" 3'-10" 3'-10" 2'-8" ■ M -'1 ■ ■ ■ ■ '1q 11 W ® 11 ® ■ ■ PROVIDE 1 RECESS FOR _ 0 tzr _ I r _ _ �— —� — — — — ROVIDE 1Y2" RECESS FOR _ _ _PROVIDES RE�C S FOR — — �_ N r SLIDING GLASS DOOR. REFE TO — — -t- I I I L16TNG (iD>S$1560 EFETT 1 r SLIDING GLASS DO , REFER TO j —j MASON'S SCOPE FOR WIDTH I I ASON'S SCOPE FOR WIDTH MASON'S SCOPE FO WIDTH I I 1 Iz z ® I M I PROVIDE LINE FOR D1 I I L D1_ ICE ELLINE FOR M I I cO M ICE MAKER PROVIDELINEFOR D J S3 ICE MAKER I I I I S3 I I I S3 1 ( INDICATES FILLED CELL W/3000 --� _ PSI CONIC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT.r N I Lill ABOVE SLAB. TYPICAL @ ALL . .LAB FOR �PLACES SHOWN HOOKED FTG. MONLY. . 2500 PSI CONC. SLAB OVER 6 MIL, 1s DOWELS 17"EMBEDMENT W25" SQUEEN VAPOR BARRIER EXT. ABOVE SLAB. GRADE 40 ® I I I I I I I STEEL I DBL. SINK w/ °� I I I DBL. SINK wl 1 I 1 1 °p I DBL, SINKw/ C.J. - -_ -_ DISPOSAL_ CO _DISPOSAL _ _ C.J. I �O +cj. _ _ - DISPOSAL `O I 111LJ JII I I I pLJLJ, 1 I I I IpLJL_j TYP. S 2-STORY U.N.O. I I __ Jp= �—- - I - - _ 3L_ —�- I I _ _ J a _- 3-- 0 5'-11" 1 5-11" 12'-1" 12'-1" L 5'-11" 1 Im 1 PWO I 1 PWO I I I I PWO D1 D1 " ih I I I I I I I I I 1 1 14'-6' T-1 6 S-10" 4'-2" 14' T-10" ° I . I I II-1I " f �1 I Q I I I I I I I Q I I I 4 0-0 ELEV. u2 I 1 'ELEV. 1 I 0'-0" ELEV. to OIL FIN CON . SLAB FIN CON . SLAB ® I FIN CONIC. SLAB I 1 C.J. 00 I 1 - I I C.J. -I - - C•J. _ �� ;0 CID GG I I I I I I GG I I GG ® I S3 I I S3 I I S3 I @ FOUNDATION I I I I I I @ FOUNDATION I I 1 I I @ FOUNDATION I I I I 0 1 '-4" I 1 2' 0" 2' 0" I 1 16'-0 6'-0" 20" 10 to ® I I IL - -'I I` I JI I I I I IL- 1 _1I N I I I I I I Ir L' IE 1� APPROX. ( BELOW F.F. I I I I I I I ( I I I I ELEV. CAN BE NO (MORE THAN 1-112 �\ i //� I I L ■ 1BELOW TOP OF — — — L-\� \ ii�J L— — — — — I I I — \\ EGRESS DOOR (THRESHOLD. FIELD I I / I I I I ;0 I K VERIFY K N j1 `° I j I\ I `9 K I W.H� to I PROVIDE 1/2" RECESS FOR S3 t_� H' _ �� N S3 PROVIDE 1/2" RECESS FOR I I PROVIDE trr RECESS F R S3 N L\ v _ LONT DOOR. REFER TO v I I v L_FRONT DOOR. REFER TO L FRONT DOOR. REFER T v MASON'S SCOPE FOR WIDTH 2'- 0 ' 2'-1 oi" MA9OON'S SCOP' FOR WTI MASON'S SCOPE FOR WIDTH 2'-101" FM24 FM24 FM24 ■ 4"� 4" " 0" I " '-0"� "'-0 4-0'-010-610-6O-04" 1-8 144_0I 0" 0,-6" 1 o I I 4 I I „ I o � 1 4 ;,� -4" ELEV. FIN. is -4 ELEV. FIN. I I -4" ELEV. FIN. I I in co I I I CONC. SLAB I I Pw01 CONC. SLAB I ® I CONC. SLAB PWO I ELEV. APPROX. - - - _ _ - - I D1 I 2 I 1-112" BELOW F.F. I D1 I 1 rA ■ C.J. v I C.J. I ELEV. CAN BE NO - - - - - - - - . ELEV, ROX. I I MORE THAN 1-1/2" < _ C.J. _ ■ I r I I r I 1 1-1/2" BELOW F.F11� I BELOW TOP OF 9 I a 1 5'-8" N k I I N o ELEV. CAN BE Nd-dam'. I EGRESS DOOR y� N T-0" x 3'-0" x 1'•0" " I MORE THAN 1 112I� I THRESHOLD. wl (4) #5 E.W. N L q I q I 1 I I ^ BELOW TOP OF FIELD VERIFY A�? S3 S3 -EGRES"' I 55 I I 1 55 I ® THRESSDOOR I I ® I 55 I 1 D1 1 I D1 FIELD VERIFY 1 1 D1 � ■ I I I I I � I I� � I T J o 1 I I I to I�, � I I I I _Q I 1/0A J M I I J I _� L_ _ I J I I M S3 I S3 I 1 0 S3 I : ■ CID LI 'CESS OPT c' RECESS." S3 L — — — — _J — -- — Y_-- ® ■ S3 I S3 HOB B I e n„ I WIIN FILRTICALS + (2) #5 ED CELL I ^„ I J ^„ I WIN VERTICALS LII e 1^ 1 I BI-VHB BIB I HOB B I I WIN FILLEDCALS CELL FOUNDATION PLAN SCALE: Y4"=1'-0" e•� N 0 cv � o N o = U �W tx ;_ Q qry N O cu �. E ry ©cc �. N d = E tl U M O C-4 0 C, `i • �` ~ ; 1 , 1. G To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlal 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. N) E 04 N ' a00 0 r- AMR di ~ J z5 V. a u. rCp —J 2 W JLLLL SS a Y 0 Z �. rd N tD W rn � rn ILL = � T Z N U 9 W 00 N - o z OD z S ¢ a - N W Ln z v o � 4--J�� 0 z t s ' C. ) o' ¢ � - s� ` z Z Z MO � i LL_ o ZO �g wLL y N r a® Q O U g� Z ss U r`o a �o 4x z� v J <w �zz <w 8 W S iw J 4 � Y1aOc 4 V oT-- C T c6 T_ E 0 o C LL o 00 E N O F=- 000 N c Oo o Lo Q CD a U 00 T E CD M d O c cc a U _j ¢ O JOB NO: 23-00590-00583 SCALE : AS NOTED SHEET NO. 2