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a N O i M `v o- cn 0 0 a N r` i n 0 0 J ca PM t2 t2 i N N cp I M 1.0 — O t v�i 0 i t� 0 J cD M t2 M t2 I C14 M N 0 i v o- 0 rn Yc L Q M N 0 a a� `v C J d C O v 0 r7 r14 CV O N 0 0 0 a a N 0 N O ti 0 N w 0 z w x IX Q m v a� v 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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN T� w c CONTROL JOINT DETAIL SCALE: 1112"=1'-0" • '• . • #5 CONT REINF. SEE FND. FOR ' QUANTITY •:, #5X25"X25" CORNER BAR ONE y FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 112"=V-T CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. e n Qo dd e " o ° d' (4) #5 14. REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL 1 11 BASE PLATE z O M LO 10 AL 5" SECTION A -A M 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE (4) 1/2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB PER PLAN rFM2�4BOLLARD DETAIL SCALE: 3/4" = 1'-0" T-O" x 3'-0" x 14" wl (4) #5 E.W. 18'-4" It 18'-0"It 18'-0" 1' 4" 13'-4" 3'-8"' 1 3'-8" 1. 13'-4" d'-01 '-0% 13'-4" L. 3'-8t1 VERIFY LOCATION OF A/C AC PAD (2) #5's PAD L S3 Z-0" x 2'-0" x 1'-0' 0: w/ (3) #5 E.W. o,o •q►W,MW: Cj CONIC. 55 D1 TYP. @ 2-STORY U.N.O. T-0" x T-0" x V-0" w/ (4) #5 E.W. .® PROVIDE 1 y" RECES SLIDING GLASS DOOF MASON'S SCOPE FOR ® I M I S3 ® I VERIFY AC PAD LOCATION OF A/C PAD oo SE 7-0" x 2.0" x V-0" S3 w/ (3) #5 E.W. F CONDENSATE C-I CONDENSATE �I LINE I LINE 1 I -4" ELEV. FIN. 1 CONC. SLAB 2 o 2 I I Cnj 71 � A" 71 O" n1 O" 71 4 A. n. 4 n'N &1 011 -a" 1_ 1 I _ I I I I I I I I '// 4' SYMMETRICAL T-0" x T-0" x V-0" VERIFY w/ (4) #5 E.W. LOCATION OFPAD AIICC AC PAD L HOSE S3 2'-0" x Z-0" x 1'-0" BIB w/ (3) #5 E.W. cSl CONDENSATE I FF -4" ELEV. FIN. LINE 1 CONC. SLAB o 2 6'-8" 1 T-10" T-10" 2'-8" Z r I — I— I — — — — I PROM E 1 Y2' RECESS FOR I _ PRO DE 1 2" RECE OR — :ERTO — t — I I 3`LZI LAS�UOER. REFER � r SLID( G GLASS DOOR. 6—ER 0 I fH L I MASO 'S SCOPE FOR WIDTH I I MAS 'S SCOPE FOR IDTH I J -�5 co I I PROVIDE LINE FOR io PROVIDE LINE FOR io' PROVIDE LINE FOR D1 I I I D1 ICE MAKER I M I I M ICE MAKER D1 I I I ICE MAKER S3 I I I S3 I I \ N 11 y L M" MIN. 3000 PSI CONC. SLAB FOR 7 7 I I T I I T 11( (1 HERNANDO COUNTY ONLY. 3Y2" MIN. 2500 PSI CONC. SLAB OVER 6 MIL. I I L 11 I VISQUEEN VAPOR BARRIER I I I I I I i I I I I I I = DBL. SINK / 00 I I DBL. SINK w/ I I °° DBL. SINK wl °° C.J. , - - - DISPOSALC° DISPOSAL C.J. DISPOSAL C i I IIII jt=<> I I �> III pI <) II "� Ip I__JL --- I I I IIII �> I I �> III i I IIIL J J11 I I I pl JL JII I I I I I I I IIL JL JII L ---- :J 121-q' 5'-104" 5'-9t' 12'-285" I I 121- 11 5'-9j" PWO I PWO I 1 PWO I D1 D1 I I D1 I I I 14'-6' 3'-1 I I T-10" 4'-2" 14'- 3'-10', I o I— ril 0'-0" ELEV. 10 0'-0" ELEV. I I 0'-0" ELEV. to FIN CONC. SLABII FIN CONC. SLAB FIN CONC. SLAB I I - - C.J. C.J. - - -�-1- 80 - - TCJ. CID GG I I I I I I GG I I GG Ill S3 ® I I 2' @ FOUNDATION I I I I I ( I @ FOUNDATION I I I I I @ FOUNDATION I I I I I I I I 1 '-4" I I 0"' 011 1. 16'-0 6'-0" 2' 0" 1 op `n I Ir_ I I I I ® I I IL iI IL_ iI I I I I IL_ iI 12 I I 'I' I LM (ELEV. APPROX. I 11-1/2" BELOW F.F. ELEV. CAN BE NO IMORE THAN 1 112" i k L (BELOW TOP OF — — — EGRESS DOOR - - ITHRESHOLD. FIELD I �I ZIDI (VERIFY K iv I\ `° .HI 7 I H. /I - K - I I m K �" I1 W.H� / I `o PROVIDE 1/2" RECESS FOR ZD S3 I_� _ � �� S3 W PROVIDE 1/2" RECESS FOR PROVIDE 1/2" RECESS F R ZD S3 L FRONT DOOR. REFER TO �v I I v FRONT DOOR. REFER TO J FRONT DOOR. REFER T v I T MASON'S SCOPE FOR WIDTH 2'- 2'-10j" MASON'S STOPF FOR WIDTH MASON'S SCOPE FOR WIDTH Z-10 " FM24 FM24 FM24 ® OD ® I ® ® I [ I �� I 4" II" I �" i-0' 4'-0"' -0" 01.10'-6" 10'-6" 1 0" '-0" 4'-0" 11 -8 1'- 4'-0" 0" 0" 10'-6" 1—T _ w�E I o 00 -4" ELEV. FIN. I o -4" ELEV. FIN. co I -4" ELEV. FIN. I I I M I CONC. SLAB I I CO CONC. SLAB ( I PW01 CONC. SLAB I ® I 9D I I PWO 1 D1 Xx C.J. � I il�cI .J_ 2 I 1I _ — — — — — z or w o w I in � v7 C.J. C.J. w ( o b - C' _i I I N - _ - + T-0" x T-0" x 1'. N y I I ELEV. APPROX. I� I ELEV. APPROX. I N wl (4) #5 E.W. I o l I I ® r 1-1/2" BELOW F.F. I 1-1/2" BELOW F.F, ® I I o I I to Ill5 I I I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 D, I D1 MORE THAN 1-1/2" MORE THAN 1-1/2" D1 BELOW TOP OF I I BELOW TOP OF I I I 'T _ = EGRESS DOOR o0 EGRESS DOOR 2'•6° x 2' 6" x 1'-0" I '�' I I `�' I 2' 6" z 2' 6" x 1'-0" I I I wl (3) #5 E.W. THRESHOLD. THRESHOLD. I wl (3) #5 E.W. I q A M FIELD VERIFY I I FIELD VERIFY I I IIS3 — l I 00"SEE = S•3 FOR 1D I . JE RECESS OPT." L = J L--- — N HO -- — 80 IT BIB iV L L N fV S3 S3 (2) #5 VERTICALS (2) #5 VERTICALS HOSE HOSE WIN FILLED CELL W/IN FILLED CELL BIB BIB W/IN Al EDICCELL 8'-0" 1'-811 , "-8" 8'-0" 1'-8"' 0. 11 '4" 6'-8" 61-811 11-81, 81-01, V-13" 22'-8" 13'-4" 11'-4" 54'-4" INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENTW/25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN - LEFT SIDE SCALE: Y4"=1'-0" N 0 CIO e 3. =e a L.0 O ae e Z C R G.i N m aL a CM y ®p Cie �� eo s +3 M 0 N N 0 E Vviro % ✓•ice �i . CO P ^ No 0 r is OF rj '�fl+di3;1E11�y1 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. 9 8-E S N (� N O C 1r�i a) J rn rc-� U. a ) a a LL ao� UF1 13 J a Z 2 m v o Y oUJm 1W 02- C)Z W Z CD 6 W Z ULMN Z OLL ❑[ Z W z o Q v J_ d � N - LL T <n •U o .W O to �N w c N o U E t 8 I U o � rn • o co g w ch J - o Z Z Q LL m E H ��o <Z. N 14E Q C1 oLL z =® oa F� r0 E 00 ao o Ww a m� o 0 z m� _I mow � 3 ¢ z �0 W C`§ T 3 0< wLL Z o Jz wa .0 �o v =1a 0 3 o f N W ui N I— c� r C V � ee `v r LC7 r r 1 T L O 60 m F— O LO += C'M L0 r o � N Lo C6 N r 1 O 0 Z m Z E yr r_ E .. v c a U Q 0 JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. 2.1