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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 ® 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. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN W W U) CONTROL JOINT DETAIL SCALE: 1112"=V-9' °°• '_ �° #5 CONT REINF. pv' SEE FND. FOR ' °• 49` QUANTITY #5 X 25" X 25" ' , tl' '', ° CORNER BAR ONE FOR EA. HOR1Z. REBAR, TYP. U.N.O. ---------------- °°i °� tltlw tl�es tl••°e ' tl0 TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-T F-CMU WALL (1) #5 REBAR @a FILLEDCELL 6x6 W 1.4xW 1.4 W.W.F. ° a d .. + a - ° o a G ° ° -' a e d r F °• ° ° (4) #5 ° a REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=V-0" 15x5x3/8" A36 STEEL BASE PLATE —, Im SECTION A -A A----® 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX. 3" EMBEDMENT a. \CONCRETE SLAB (FM24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = T-0" SYMMETRICAL 1'-4" 13'-4" T-8" T-8" 13'4" -0" '-0" 13'-4" T-8" VERIFY VERIFY 3' 0" x 3' 0" x 1'•0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD 3'-O" x T-0" x 1'-0" PAD PAD L HOSE PAD L L w/ (4) #5 E.W. S3 2'-0" x 2-0" x l' 0" HOSE HOSE 2'-0" x 2'-0" x 1'-0" 53 2'.0" x 2%0" x 1'-0" BIB wl (3) #5 E.W.RIR RI w/ (3) #5 E.W. w/ (3) #5 E.W. CONDENSATE 7 (— CONDENSATE CONDENSATE LINE I LINE ( LINE A I -4" ELEV. FIN. I i 4" ELEV. FIN. 1 -4" ELEV. FIN. 1 0- CONC. SLAB 2 o CONC. SLAB 2 o CONC. SLAB 2 S3 I � 1 I � I i � 1 6-8" T-10" T-10" 2'-8" 2'-&' T-10" Id. T-10" Id. 6'-8" j '-0"j - „ 6'-8" T-10" T-10" 2'-8" 1 r -4" 4° 4, /1-1 -1 -q 91 In 11 M1 � . E 11 0� 0 1=10 0 �-- I U- _ PROVIDE 1 Yam" RECESS FOR — _ I —'r kPROVIDE � — — — — ROVIDE 1 Yz" RECESS FOR I — — �PROVIDE�' RECESS FOR— _ _ F-- —1 (' SLIDING GLASS DOOR. REFS TO — t— F — ) LIDING GLASS DOOR. REFER TO (— SLIDING GLASS DO R. REFER TO I I I MASON'S SCOPE FOR WIDTH L ASON'S SCOPE FOR WIDTH I I MASON'S SCOPE FO' WIDTH I I ® 1 M 00 PROVIDE LINE FOR D1 � I I LINE FOR M I I i¢ M PROVIDE LINE FOR - I �o S3 I ICE MAKER I I I KER 1 S3 I S3 I ICE MAKER D1 I I 3t" ��II �� /z MiN. 3000 PSI CONC. SLAB FOR ILA I " 1 T III j HERNANDO COUNTY ONLY. 3)/2" 250p PSI ONC, SLAB OVER 6 MIL. MIN. 1 T VISQUEEN VAPOR BARRIER I I DBL. SINK wl 00 ( I I DEL. SINK w/ ( I l I o0 I DBL SINKw/ �o DISPOSAL co DISPOSAL I `o C.J. � — — — DISPOSAL DIS_ — — — C.J. — — — — Fo 55 D1 Ilil r� II �> III III �� I I �� III I I I III �� I I J JII I I I N� JL JII I I I I I h� � TYP.@ L---Jilly L== -J L====JL---� L---JLJ====:1� 2-STORY U.N.O. 5'-11" 5'-11"' 12'-1" 12'-i" 0 12`-5" I I RD Pwo I I Pwo I I I I Pwo M I I I T-10" 14'-2" I I 1 14'-21' 3'-10" 3' KM 14'-6' -1' -1 �, r -I--�---� M M 1 ► I I I I I I I�, ' 9 �� I i 0'-0" ELEV. I I I I 1 1 r 0-0 ELE I I o 0 ELE ® I FIN CONC. SLAB I I FIN CoN .SLAB i I FIN CON .SLAB I I I I — — C.J. _ _ I ( _ � _ I I _ — i C.J. — — —�—+ � — — I C.J. (o 1 GG 1 I I I I I('GG I I GG I I I M I S3 1 I S3 I I s3 I @FOUNDATION 1 I I I I 1 @FOUNDATION I I I I 1 @ FOUNDATION I 1 1 I 0 1 '-4" 1 1 1&2' 0., t 2 0" I I 16-0 6'-0" 2' 0" ur) 2 i_ ) I L- JI IL jI I i I I I L_ ii 1 I 1 1 I I I 11 I I l i I I I I I N (ELEV. APPROX. T I I I I I I 11.1/2" BELOW F.F. 1 1 11 I I 1 ELEV. CAN BE NO ■ MORE THAN 1-112,,J/ 1 I I I I I-- 1 I L 1BELOW TOP OF — — — J L-- — — — — 1 I F EGRESS DOOR (THRESHOLD. FIELD jl \I I I ^ `\a ( ( I - NI K co I co`D K ( K `� ifl 1VERIFY N I� H� I H.W �I N I I `� N I� WA 7 1 PROVIDE 1/2"RECESS FOR S3 L� _ `# _ �� S3 PROVIDE 1/2"RECESS FOR PROVIDE 1/2" RECESS F R a S3 L FRONT DOOR. REFER TO v I ( LFRONT DOOR. REFER TO FRONT DOOR. REFER T v T 1 MASON'S SCOPE FOR WIDTH 2'-104' 2'-1 Q4" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-104" 1 ■ Im ® FM24 1 FM24 MI® ® ® FM24 -4 4- ; 4 1 I I -0' 4'-0"'-0" 0" 10'-6" 10'-6" 0" '-0" 4'-0" 1-8 1'-8" 4'-0" '.0„ 0" 0'-6„ o o j -4" ELEV. FIN. 60 9I -4" ELEV. FIN. �* I I Cl) -4" ELEV: FIN. 1 `o *4" CONC. SLAB 11 CONC. SLAB I ® CONC. SLAB ELEV. APPROX. ® I Pw01"ELEV.GAN ENOC.J. = I = C.J� I ELEV. ROX. 1 I MORE THAN 1-1/2"' - -rG'J' a1.112"BELOW F.F_ w W INin i00 1 BELOW TOP OF 5'-8" o I I ELEV. CAN BE NA I EGRESS DOOR C " I MORE THAN 1-112 3-o x 3.0 x 1.0 I ( 1 THRESHOLD. w/ (4) #5 E.W. N L o I q I 1 I I BELOW TOP OF FIELD VERIFY S3 S3 �' 1 "' 1 I ® T EGRESS DOOR 1 ® 1 55 I I 55 THRESHOLD. I I 1 55 1 ■ 1 D1 I 1 1 I D1 FIELDVERIFY 1 I 1 I I I 10 I I I10 U') I I I A co 1 I I I I M o S3 I J I ( I J 1 _J L-- — I J II II ooQ� 1 0 "SEES 3 FOR S3 I YS3 ( ■ Is ■ `A RECESS OPT." J T L - — — — -I ■ I ■ cv L I L N � ■ S3 S3 ■ , HOSE (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS IF7(2) #5 VERTICALS BIB W/IN FILLED CELL W/IN FILLED CELL BIB BIB W/IN FILLED CELL 8'-0" V-8" 1'-8" 8'-0" V-8" 10 11'4" 1 V-4" 6-8" 6'-8" 1 `-8" 8'-0" V-8" op 10 7_0," 22-8" 13'-4" 1 V-4" INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: Y"=V-0" 1 r: 1` O ,� C� CO C:3 > C�D _ - -0 ® ' C7 CL C4 01.0 f no fV O fV M N CV 0 E 141k ASP 33 STATE OF °44r 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 - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r A OD 1� Or E W r O R, 8 N # N O C o 9f M y Y rp LL LL n. W 3: z —� R m bc 0 "i w 2 p O W QC @Nco �O� Q Qa LLW�. No o cn O MZ O U U —1 co W ❑❑❑ V M r Z N M 0 0 N M U) 0 v Oo V) N .) w m j aim L 8 z N C, O W M CO ¢ p Z Q E Z Z N Z� � o 0 �� oa 4 0< N rQ L a� ao ww (Q G O Z m O CTi OX Z aw CA�Z 3 8� 'o U ?? Q 3 d Z � & O CD c0 z1¢ a D _ 0 L > C� N % M N r CN Cr N 60 r' r^ v! m N N � O � N L0 .Q o O M < r co04 r MMV M 3 (� N o z z E CV E a U � Q p JOB NO: 22-02407-02402 SCALE : AS NOTED SHEET NO. 2