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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 (4) #5 REBARS CONT. 5x5x3/8" A36 STEEL BASE PLAT 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 cn OR FIBERMESH REINF. SLAB THICKNESS r tl SEE PLAN. WHERE SHOWN ON r FOUNDATION PLAN o LL W (V CONTROL JOINT DETAIL SCALE: 1 o 45 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1AxVV1.4 W.W.F. 41 d14 . < d ° d 41 ..a* 4Q • V O• d d d a 4" I 2'-0" 14" CMU BEARING WALL FOOTING SCALE: 3/4"=l'-O" SECTION A -A 1 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 FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" CONCRETE SLAB PER PLAN SYMETRICAL 0 It /4-'i 13'-4" 0 3'-8"' 3'-8"'00 134" '-01'1 3'-8" 13,-4" -0" _O" 1 T-4" 3'-8" VERIFY V, VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C AC PAD LOCATION OF A/C L LOCATION OF AIC AC PAD T-T x T-0" x V-T L PAD PAD L PAD 3' " x�4' V-0" S3 PAD w/ (4) #5 E.W. S3 S3 4)�E• 2'-0" x 2'-0" x 1'-0" HOSE HOSE HOSE x 2'-0" x V-0" 2'-0" x 2'-0" x V-0" HOSE 2'.0" x 2'-0" x V-0" 2'-0" x 2'-0" x V-0" HOSE w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. A6 CONDENSATES �—CONDENSATE CONDENSATE CONDENSATE--� LINE I 4" ELEV. FIN. I 1 I LINE 4" ELEV. FIN. I 1 I I LINE -4" ELEV. FIN. 1 I 1 LINE I 4' ELEV. FIN. 1 `° A S3 a CONC. SLAB I � 2 I i a CONC. SLAB � 2 1 CONC. SLAB � 2 I CONC. SLAB a I � I I V-4" 6'-8" 3'-10" 3'-10" 2'-8" -8" 3'-10" T-10" 6'-8" 1 '-8" 3'-10" 3'-10" 6'-8" -0" '-0" 6'-8" 3'-10" 3'-10" 2'-8" / / / 4� -4" -4" PROVIDE 1)/2" ECESS FOR -I- _ — r -t- I F — — - - _ — P �OVIDE l Y" RECESS FOR -F- — " I — _ j- —j — I — — PROVIDE 1)LRECESS FOR — — PROVIDE 1�" RECESS FOR I `r SLIDING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH PROVIDE Lg i S 1DING GLASS DOOR. REFER ROVIDE LINE FOR T MASON'S SCOPE FOR WIDTH I I I SLIDING GLASS DOOR. REFER ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH r SLIDING GLASS DOOR. REFER T � MASON'S SCOPE FOR WIDTH PROVIDE Ul IE FO I I I CE MAKER E MA ER ICE MAKER ICE MAKE D L I I _ I I _ I I _ _ I I o? ® I M CD D1 I I I D1 I M I I I D1 I M C9 I I ( M I D1 I S3 IIL S3 I S3 I I S3 I 1 1 I I ij 3Y"MIN. 3000 flSl CONC. SLAB FOR I Ir( J I`'' I III I VL \0 _J L HERNANDO CO NTY ONLY, 3Y2" MIN. L 2j L�JJ 2500 PSI CONC, SLAB OVER 6IL VISQUEEN APOR BARRIER II SINK C.J. DBLSINK w/ IDBL. DISPOSAL DBL. SINK DISPOSA L. SINKw/ POSAL�$POSAL 00 _sO SJ6 =i __-_ _— - —_—_ _ � Fo TYP. @ 2•STORYU.N.O. r.) 11 I Ill�r_ rd III J 11 0 1111 J I N_ 1 JL 0 J LL___ r> II II J JiI LL ---JL_J L� = IVL 12 5'-9" 12'-3" 5-9" 12'-3" 12-3" 5-9" PW01 1 W01 W01 1II1III D1 D1 co co 14'-6' 3'-14' 3'-10" 4'-2 T-10" 14'-2" 14'-2" 3'-10" IIIIIIIIIIIII r� I I r_ jop M Mv0MN I1iI,III1 CD90 1I1IIII 1II1IIIII r T I OL 0'-0" ELEV. rT�r I 0'- "ELEV. 0'-0" ELEV. 0'-0" ELEV. I FIN CON . SLAB ®®®®■® FI CONC. S . I ( . SLAB .7 c.J. _ , cJ . cJ_ L - zo G GG G @ FOUNDATION FOUNDATION I I @1FOUNDATION @ FOUNDATON@ I I IIIII ' 4"II 2' 0" 214011 16'-0 2' 0" 16-0" 16'-0" 2' 0" '= I � --J — rLV L J L JJI � � 80 zo /t ELEV. APPROX.1.11211 BELOW F.F. I I I /IIIIIII,II— lIIII1IIIIr I ELEV. CAN BE NO MORE — � THAN 1-112" BELOW TOP OF EGRESS DOOR THRESHOLDI I — IFIELDVERIFY K � W /I � K K it W.HH / 1/2"RECESS FRONT DOOR. REFER TO SCOPEFORRIDTH L I 2'-1 /PROVIDE 112"RECESSFOR � FRONT DOOR. REFER SPROVIDE PROVIDE 1/2"RECESS FOR 1 NO REFER TO O PROVIDE 1/2" RECESS FOR FRONT DOOR. REFER TO _j2O u 1 2 1„MASONS TyTIIIIIiIIIII- FM24 FM24 MON'S SCOPEFOR WIDTH MASON'S SCOPE FOR WIDTH MON'SSCOPEfORWIDTH FM24op ® ® '-0" 4'-0" -0"- 0"1 -0"-0" -8" 1ELEV. APPROX.10 In Im BELOW F.F. _l11-1/2" o v 5o q - o ELEV. CAN BE NO ELEV. APPROX. El 1O -4"ELEV. FIN. CONC. SLAB ( I PW0 I MORE THAN 1112" -4" ELEV. FIN. 'n CONC. SAB BELOW TOP OF EGRESS DOOR -4ELEV. FIN. 1112"BELOW F.F. CONC. SLABELEV. CAN BE NO MORE THAN 1-1/2" . . CONC. SLAB VN p (THRESHOLD. D — ■ C.J. d FIELD CJ, - R—IFY J—N (II( U 1 BELOW TOP OF E—GRES—SDOSLO3 R ELEV. XJ,. A—PPRO— - lc� 03 W qTHRESHOLD. FIELD . 1-112" BELOW F.F. _ 5 -8„ �Ll VERIFY o�' J ELEV. CAN BE NO14 30"x30x10„ N. I 1/2"MORETHAN 1 (4) #5 EW. (±) 4 q I o o ® BELOW TOP OF ® I EGRESS DOORs LO 55 55 I55 THRESHOLD. FIELD 5 p-1 VERIFY p1 q o l �""'� � o rA co s 11 -" CO'"SEES 3 FOR S3 —VE —C S3 I J S3 J —C�. ■ R —ECESS OPT *1I S3 RECESOPT" v ' OSE (2) #5 ■ VERTICALS HOSE ■ HOSE (2) #5 VERTICALS HOSE (2) #5 VERTICALS (2) #5 VERTICALS 4z BIB WIN FILLED CELL WIN FILLED CELL BIB WIN FILLED CELL BIBB BIBB WIN FILLED CELL V-8" 8'-0" l'-8" V-6" 8'-0" 1'-1Oil 2'-0" V-8" 8'-0" V-8"%,L 11'4" 0. 11'4" 64" 1 V-8" 6'-8" 6'-8" 1 V-4" 01 7'-0" 1 22'-8" 18'-0" 24'-8" 41 72'-4" FOUND SCALE: X4"=V-0" —INDICATES FILLED CELLW/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 ►TION PLAN e�aa O O �q �) N Cs Cv Lj_ flx. ;C0-1-C a ty:. 1�J q y �. > f-J 4- ul �v O ), aka: LP d/f n neat k 5g9�x 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. W E o NB o V N p S cD L0 0�°Ag 0N�� tnF- �a i 0/ eNV 25l # LL i CM J 5 LL �LLLL 55 d -O 2 13 OW.. Z — L N ?Q �. o�o W m 0 N W (5 cprl- m Z N m Z ILW IL 0 0 zU 0 (nn M "- � z o o z co 11 Q wad - N M t^o' z a o W, J O W o In c �N � iK76 ca �- c� 4i W J s z U � m O 07 Y N O Om C W M z LL E a 4 � o E wo z Z® p oa tN 2a oa oo �z O E O � a p aQ a Z irw f6 F , oz 2 Z J a ° z z fn a 3 S� w� a° �w W�� CD z =3 0 O CID=1a Cd d o .2r >cm ai co d' c O GV � L_C'> 0 C m O 0o E O o f-+ N M C:) N Q ul) ��- Q o z Z = ui O N a E U 0 Q p JOB NO: 22-06603-06596 SCALE : AS NOTED SHEET NO. 2