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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 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. -, 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w CO CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" �=�•'�'-• #5 CONT REINF. SEE FND. FOR QUANTITY •= - #5 X 25" X 25" • CORNER BAR ONE ,'•.,• FOR EA. HORIZ. •- '`'• REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-T CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. a eo a PA_ da 4 A � �o A. d / a b a a G °oil a � a a ° (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL 1 „ BASE PLATE 'r A 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 FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" 3'-0" x T-0" x V-0" w/ (4) #5 E.W. 4 v N U) `4 55 � D1 TYP. @ 2-STORY U.N.O. iO M 0 co o v fD v T-0" x T-0" x V-0" W/ (4) #5 E.W. 1' 4" 13'-4" 3'-8" 3'-8" 13'-4" J'-013' 4" 10 3'-811 VERIFY LOCATION OF A/C AC PAD (2) #5's PAD L S3 2-0" x 2'-0" x V-0" w/ (3) #5 E.W. Rill ■ ML PROVIDE 1 Yam" RECES; SLIDING GLASS DOOF MASON'S SCOPE FOR ® I M I S3 ® I VERIFY AC PAD LOCATION OF A/C PAD L 2'-0" x 2'-0" x V-0" S3 w/ (3) #5 E.W. MIN- CONDENSATE 7 F CONDENSATE c� LINE I LINEOIL 1 4' ELEV. FIN. 1 o CONC. SLAB 2 2 I I y A, -in•, 9, R„ �1_RII �_in �_int A.-W. 4" I_ I I ( I I I I I I I '/ 4' (- PRM �_o o — — — I — —i— —i— L3r0111 I I I I MASC io I I L PROVIDE LINE FOR PROVIDE LINE FOR D1 I I D1 ICE MAKER ICE MAKER I I F1 11 IT _ & y I I I I i L " '- N� 3 MIN. 3000 PSI CONC, SLAB FOR ■ HERNANDO COUNTY ONLY. 3r MIN. I IL� ` JI LL � l/ 2500 PSI CONC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER I I I I DBL. SINK w/ °Q I I DBL. SINK w/ C.J. - -_ _DISPOSAL CO DISPOSAL -_ _ C.J. I IIII r) II r� III III c, II o IIII I IIIL J JII I I I It JL JII L--_JIL__ _.Il IL�===:3L---J {==_ =� I __==3 121_1, 51 111 5111 I PWO I D1 14'-6' 3'-1 " I 13'-10" 1 WE I- -1 ILO OIL 0'-0" ELEV. ® I FIN CONC. SLAB GG I I I I I I GG S3 S3 ® I I @FOUNDATION I I I I I I I @ FOUNDATION 1 '-4" I I 2' 0" 2' 10" I I 16'-0 co I `n-I—T—I- I�- �- ® I L JI IL J I I (ELEV. APPROX. 1 1/2" BELOW F.F. (ELEV. CAN BE NO IMORE THAN 1-1/2" (BELOW TOP OF — — —— EGRESS DOOR (THRESHOLD. FIELD I l i q i I VERIFY K N �\ I I I I `O K /I N PROVIDE 1/2" RECESS FOR S3 t_� H. _ �J S3 � FRONT DOOR. REFER TO v I I MASON'S SCOPE FOR WIDTH 2'-10i" ■ ® ® ® FM24 I FM24 a" I -0' 4'-0" '-01, 0" 10'-6" 10'-6" I 00 c j -4" ELEV. FIN. I I 4' ELEV. FIN. J I CONC. SLAB I I CONC. SLAB PW01 — — C.J. C.J. - - - - - - }- 0 I � ` T W I 1 .411 51_811 _1 a I I � `�" I T-0" x T-0" x V-0" N "'� I N "'� I N L o I wl (4) #5 E.W. I Q I I S3 S3 "' LO 55 I I I 55 I D1 I I D1 I ■ I I I I 2'-6" x 2'-6" x V-0" I(- - I I I w/ (3) #5 E.W. A ih S3 J I I J + I Q "SEE S-3 FOR I S3 I i S3 L '�' RECESS OPT." 09 - J — — — B BSE _ ^I50 7' 1'-8" (2) #5 VERTICALS WIN FILLED CELL 8'-0" 1i1 An (2) #5 VERTICALS WIN FILLED CELL 8'-0" 111 A" 4'-2" 1 y" RECESS FOR �LA$WDO�RI=FER SCOPE FOR WIDTH M I S3 I I II II PWO I D1 I I SYMMETRICAL 3'-0" x 3'-0" x V-0" VERIFY W/ (4) #5 E.W. LOCATION OF ADC AC PAD L HOSE 10 S3 2'-0" x 2'-0" x 1'-0" BIB W/ (3) #5 E.W. dI CONDENSATE 4' ELEV. FIN. LINE 1 CONC. SLAB a 1 1 -0' 0 2 10 I F 6'-8" 3''-10" 3'-10" 2'-8" 01 T_ %/a 4" 1 OL 0'-0" ELEV. FIN CONC. SLAB C.J. I I I I I I I II I I I I' II PROVIDE 1/2' RECESS FOR FRONT DOOR. REFER TO J MA�bid'S S OPE FOR WIDTH El 01 1N1 it All AI A" 1� O it Y tt' 1 V I o LO C.J. + ELEV, APPROX. 1 112" BELOW F.F. ELEV. CAN BE NO I I MORE THAN 1.1/2" BELOW TOP OF EGRESS DOOR THRESHOLD. FIELD VERIFY J—� QS3:`y HOSE BIB _ PR DE1 "RACE OR r F SLID] G GLASS DOOR, EFER 0 I MAS 'S SCOPE FOR IDTHPROVIDE I J 00 M ICE MAKER NE FOR D I I I co S3 I r I I I III 00 DBL. SINK w/ 00 DISPOSAL _ � fO L J L Jil Jll�mm!Z: _�— 12'-211 51_911 I PWO I I D1 I I 14'- 3'-10" r I I OL U-0" ELEV. FIN CONC. SLAB -I 2R - --- - I C.J. _ �_ �_ I GG I I I S3 I I @ FOUNDATION I I I I 6'-0" 21 O" I � IL JI I n l l l l I I pzfJ I I I� c o0 cD �` I I I PROVIDE 1/2" RECESS F R S3 N �� `� L FRONT DOOR. REFER T �r I T MASON'S SCOPE FOR WIDTH 2'-10" op FM24 77777 ® -4" 4" 4'-0" 011 0" I 10'-6" °P 4 4' ELEV. FIN. I 4 CONC. SLAB I ( 9 ® I I PWO C.J. �y N ELEV. APPROX. 1-1/2 BELOW F.F. ED ELEV. CAN BE NO 55 MORE THAN 1-1/2" BELOW TOP OF I D1 EGRESS DOOR Lo THRESHOLD. to I 2' 6" x 2'-6" x V-0" w/ (3) #5 E.W. I o FIELD VERIFY L- — °° I J L S3 —(2) #5 VERTICALS I / WIN FILLED CELL 8'-0" 1'-8" INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. TO BEAM WI 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 -LEFT SIDE SCALE: Ya"=V-0" N o !+�• t o a w CL M ICI C. CV tea, a N A O Vl � Q tC 3 3 w =d�a y�•� T Co a u 0 � \,\�11Q1t,ittP�saa�r�,a,A� M. aw _ UCr w %p. • ��,� -* U rf�t�rlf��t1,RS"�11��\�� .. 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. CD 0 a J01 l � � y co Q W W o u- J C136 a C� Z Zy , v o Ii 7 ' Q G W Gi J d W rn 0 ci 7" 'n Z z U M z N OU ❑❑❑ Z W V M 1] Z N O 0 zCD z lV M Z v ^Vl1 W ccn (a w U O w 9 N �y N lA o LL, E ® r- �8 Z t ' _ C Q 0 � N � cppp _, � c-a �o aR chi 0 WF zy cc Zto a�wZ C i Y U � i Z 1 Z mq 4) yu >z W o� LLa az SZ r Cj 0 F o W wa U �o t111111� d Z14 U h C) > 00 2 >_ c L° cc � ' L O C T— Co U_ � .--- N T- N Cr T 00 v O cc '^ U �/ J m � CV ~ o 8 LO N N C7 cn Q O (0 N T M T o cEa r W LO Z Z E a 0- « U Q o C JOB NO : 23-05729-05734 SCALE : AS NOTED SHEET NO. 2.1