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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 & 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 0 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 0 UPPER 1/3 OF SLAB SLAB THICKNESS OR FiBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 1 10=1'-0" #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE ' FOR EA. HORIZ. REBAR, TYP. U.N.O. . e•os vry gas: °° `v' TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL - 6x6 W 1.4xW 1.4 W.W.F. 55— da dd4.dOa d' AAaa e d REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL BASE PLATC yI SECTION A -A a 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" i4=4" 181-0 SYMMETRICAL 1',4" 13'-4" 3'-8" 3'-8" 134" "-O" "-0" 13'-4" 3'-8" VERIFY VERIFY T-0" x 34" x V-0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF /C AC PAD T-0" x T-0" x 14" PAD PAD L LPAD w/ (4) #5 E.W. L S3 HOSE 2* —M-- S3 2'-0" x 2'-0" x V-0" HOSE HOSE 2'-0" x 2'-0" x V-0" S3 2'-0" x 2'-0" x V.0" BIB wl (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. BIB BIB CONDENSATE � � CONDENSATE CONDENSATE LINE I LINE I LINE 1 A I -4" ELEV. FIN. 1 ( w _ -4" ELEV. FIN. 1 w 4" ELEV. FIN. 1 A I $ CONC. SLAB 2 I I o CONC. SLAB 2 1 ( o CONC. SLAB 2 I I 1'4' 6-8" 3'-10" 3'-10" 2`-8" 2'-8" 3"-10" 3'-10" to U-8" "-0" '- " 6-8" 1& 3'-10" L& 3'-10" L. 2'-8" 1 10 4' 4" -4" -- — PROVIDE t YY ECESS FOR — — _ I r _j — — _ — ROVIDE 1 y"RECESS FOR _ _ _PROVIDE 1 " RECESS FOR— — — j_ _j _ — i q SLIDING GLASS DOOR. REFE TO — t t— I — — I I LING GLASS 1OOR. RREFTYTO I F SLIDING GLASS DO R. REFER TO 1 `t I MASON'S SCOPE FOR WIDTH L I ASON`S SCOPE FOR WIDTH I ( MASON'S SCOPE FO WIDTH1 60 I J I 1 00 ® I M PROVIDE LINE FOR D1 cm I I Dl IDE OV IC MAKER OVIDE NE FOR M 1 I C° M CEOMAKERVIDE INE FOR Dco I S3 ICE MAKER I I I I S3 I I I S3 1 I INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. R �I I I II J( I I I L 4-111 TO BEAM W/ 1#5 REBAR VERT. I r y 3Y2" MIN, 3000 PSI CONC. SLAB FOR N I ABOVE SLAB. TYPICAL @ALL r II ( I '� I I T I I �� (I HERNANDO COUNTY ONLY, 3Y"MIN. I I 1 I I 1 I I PLACES SHOWN HOOKED FTG, 1 ��_ ` J L 2500 PSI CONC. SLAB OVER 6 MIL. DOWELS 17" EMBEDMENT W125" VISQUEEN VAPOR BARRIER I I J I EXT. ABOVE SLAB. GRADE 40 ® i I 1 I 1 I I STEEL DBL. SINK w/ 00 I I DBL. SINKw/ I I °0 DBL. SINKw/ O0 _ _ CO _D`O C.J. � - - - ,,DISPOSA _ -DISPOSAL C.J. I C.J. � DISPOSAL � C° D1 IIII r)II ��III �Io II�� IIII I I I I III ��II ��III I I I I III�J JII I I I IILJLJIII t I I I TYP.@ LLJLJLJ=___JL=— —J L=.==�.JJL___J ___LL=—=�J 1 2 STORY U.N.O. I = _ — = I _ — — =- I I -� =- = — - c 0. 12'-5' 5-11" 5'-11" 12'-1" 2'- 1 L 5'-11" I IN I I PWO I I PWO I I I I PW0 I D1 D1 I 1 _ D1 I r";'o M IC.5to i I I I I I CD I 14'-6'1 3'-1 I 1 13-10" 14'-2" I I I 14'- I' 3"-10" I I I 1 I I i F— I— I o o I I 0'-0" ELE I I 0'-0" ELEV. 0'-0" ELEV.CON(,. ® I FIN CONC. SLAB I I I I I I T FIN CON SLAB I I FIN CON .SLAB ( I I 1 4 C.J. _ _ I I _ �_ _ I I _ _ I C.J. — ——I---F- —I — — a C•. _ GG I I I I I I GG I I GG I I S3 ® I I @ FOUNDATION I I I I I I I @ FOUNDATION I I I ( I @ FOUNDATION I I I f ! I I I 0 0. 1 4' I I 2' 0" lit Z O" I I 16-0 6'-0" 2' 0" 1 coI 1 `O I— ® I I I I_ jI IL—J I I L i00 i I_ zo I I I lo N 1ELEV. APPROX. ^ I I I I I I I i 11-1/2" BELOW F.F. I I I ELEV. CAN BE NO IMORE THAN 1112° I — I Ii\ i 1 �� I 1 I I — — J , 1�11-jlj ■ 1BELOW TOP OF — — EGRESS DOOR THRESHOLD. FIELD I I l l y I I I - 1VERIFY K N I\ `° .HI / \ I /I N K ( I I Zo 10 PROVIDE 1/2"RECESS FOR S3 L� _ _ �� S3 PROVIDE 112" RECESS FOR PROVIDE 1/2" RECESS F fR 10 S3 �� LONt DOOR. REFER TO I 1 v FRONT DOOR. REFER TO L FRONT DOOR. REFER Tv r MASON'S SCOPE FOR WIDTH 2'-104' 2'-104" MASON'S S'COPETOR WIDTH MASON'S SCOPE FOR WIOtj ■ ® ® ® FM24 ( FM24 ® ® ® FM24 Of 1 I I 1 •4" / •4" / I -0�' 4'_0" -0" 0" 1 10'-6" 10'-6" 0" '-0" 4'-0" 1-8 1'-8 r 4'_0'r , 0,1 0" I 0 -6„ = 1 0o I 11 *1 o0 0 _ o 1 0 j ,�� 4" ELEV. FIN. Fo I -4" ELEV. FIN. I 1 "' -4" ELEV. FIN. I I F I I CONC. SLAB I ( PW01 CONC. SLAB I ® I ELEV. APPROX. ® I CONC. SLAB PVVO I ---- — — — - D1 1 1 1 1-1/2" BELOW F.F. I D1 ■ C.J. _ - i C.J. I 2 ELEV. CAN BE NO I U C.J. ■ I _ _ _ (_ _ _ _ I _ ELEV. ROX. I 1 MORE THAN 1 1/2 — —T — -I LO 1-1/2" BELOW F.F11_ BELOW TOP OF I 1 `v o ELEV. CAN BE Nam I I EGRESS DOOR 1 0D N i 3'-0" x 3'-0" x 1'-0° 1 4 5 8 ( I I �, I MORE THAN 1.1/21"�' 1 THRESHOLD. w/ (4) #5 E.W. N L o 1 o I ( I I ® BELOW TOP OF FIELD VERIFY S3 S3 'o I "' EGRESS DOOR 55 I I I 55 I THRESHOLD. I I 1 55 ■ 1 D1 I I ( I D1 FIELD VERIFY60 I I I D1 I 1 o I I I 1 I I I LO LO I I I I o A M I I 1 I I I I I M S3 I S3 I I I YS3 I ■ - ■ I J I - "SEESSFOR 1 I - L— L RECESS OPT." T L — — — — I ■ 1 - ■ fZN 04 L I L17 ® ■ S3 S3 ■ N HOSE HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALSLIZ (2) #5 VERTICALST71. BIB W/IN FILLED CELL W/IN FILLED CELL BIB BIB WIN FILLED CELL 1'-8" 1'01 -8" 8'-0" V-8" 11'4" 1 V-4" 6-8" 6 4' 1'-81, 8'-O" nn1 All 4h1 A11 iil A11 FOUNDATION PLAN SCALE: Y4"=1'-0" t2 AR 6 a o C.,j m -� �Li-n , - y o w_ CO as N ,o w. 4Y 4i 6��Y�S��idiFlY��E'.�� 0 SE ti C,s°Es x t�"fBf� EFfc�atQi� To the best of the Engineers knowledge, information and belief, 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 Engineers signature and seal. g 8 e I T W i) N M� L LL Q C J LL a. ti LL a �LLI Z iW 3 mn m 0 WU�pjO' m Z M Z Q J LL Z N O U v co W a❑ M Q z N O o z c N M N z d} c9 o c O W o NLn w LU J 1-- _ i oo �® c oo N 4 m co c W M co ¢ g Z g LL E o Z" Q E o U ¢ � CO ((3 ~CL&� g� o O �¢ o 04yo z a Ww d L ❑ m3 o g° ? a w r W V �O N<L r� =3 �coWill Z <� r' co w a O Qt' zI 2O 0 ;n > CO a� N r cN co M N T C)7 Ob 60 U) m N N �-- O Ln 04 LQ c -0 04 O O� N r E m -E f 00 6 z z � N E T in ca c c � E ai JOB NO : 22-06565-06560 SCALE : AS NOTED SHEET NO. 2