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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 8 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) 3'-0" x 3'-0" x V-0" w/ (4) #5 E.W. W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 � tz � OR FIBERMESH REINF. SLAB THICKNESS r SEE PLAN. WHERE SHOWN ON } FOUNDATION PLAN o tz c~n 0 Lll N LU CONTROL JOINT DETAIL in SCALE: 1112"=1'•O" �r •-" #5 CONT REINF. ZD SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE A FOR EA. HORIZ. - REBAR, TYP. U.N.O. TYP. CORNER BAR io PLAN DETAIL SCALE: 1112 4-0" M CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. A" fAA da A - a Al 4 b G a A _1 e e r 4° A• AO - (4) #5 G A e99 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=V-0" 15xW/8" A36 STEEL BASE PLATS �: 1-- J SECTION 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" " Y 13'-4" ®A= 11 PROVIDE 1 '? RECESS FOR — — r I r _- - _/�_ P OVIDE 1 Yz" RECESS FOR SLIDING GLASS DOOR. REFER �' 7 F — -i + — S DING GLASS DOOR. REFER TO MASON'S SCOPE FOR WIDTH ICE L B I I MA 1 ;0I I I - CIOVIDE E MAKE FOR T MASON'S SCOPE FOR WID' D1 L ® I M D1 � I I 1 Di I S3 r m rr �-I 1 j �II I 11(� � J- l l 3Y2' MIN. 3000 RS1 CONC. FOR HERNANDO CO NTY ONLY. 3�Y2" M N. 2500 PSI CONC SLAB OVER 6 MIL. 1 VISQUEEN APOR BARRIER J I DBL. SINK wl 0D I I DBL. SINK w/ C.J. �I$POSAL _ CO _ DISPOSAL _ _ _ , C.J. — TYP @ I IIII r� I I r� III hl II r� It I I 1 It t II III I 2 STORY U.N.O. I J J I I I �— I I L__=JIL__ _JI II= =JIL_� J 12'-3" T-0" x T-0" x V-0" wl (4) #5 E.W. SYMETRICAL 13'4" 3'-8" VERIFY VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C LOCATION OF A/C AC PAD L PAD L PAD PAD L "x�•0" 1 y 53 4 E RIRR 7.0" x 7.0" x V-0" 2'-0" x 2'-0" x V-0" S3 2'-0" x 2'-0" x V-0" ) 7.0" x?-0" x V-0" OSE w/ (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. wl (3) #5 E.W. �--CONDENSATE --� CONDENSATE — —� CONDENSATE LINE I LINE LINE I -4" ELEV. FIN. -4 ELEV. FIN. 1 -4' ELEV. FIN. I I $ CONC. SLAB 1 o CONC. SLAB CONC. SLAB 2 1 N I CA 6'-8" 3'-10" 3'-10" 2'-8" -8" 3'-10" 3'-10" 6'-8' 8 6'-8" -0 -0" 6'-8" 3'-10" 3'-10" 2'-8" ai -a" _ _ I I _ � -4" A -a" -a" ■ LID ® D ® ■ _ F- 7 PROVIDE 1 RECESS FOR _ PROVIDE 1 Y" RECESS FOR I —I —I—I— — — —- — — I r I SLIDING GLASS DOOR. REFER — r PROVIDE IU1 S DTOR REFER T H I I ROVI E LINE FOR TO MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH PROVIDE LI E FO - E MA ER I I ICE MAKER I I a� M M i� I I I M I D1 I I I io S3 1 S3 I I S3 rr�--� T ju!r`J (I o' I I I r DBL. SINK I I 1 I I I L. SINK w/ _ DISP_OSA _ _ _ _ POSAL - N41 + t I II C) INI =—�— - - - -I - - f--- I�-I rJ III - -I III -jIIII 1L--j I 1 5'-9" 12'-3" I I 12'-3" 5'-9" I ® I I PW01 I I d D1 I II I I I 14'-6' 3'-14 1 3'-10" I LO I I I I I I I I 0'-0" ELEV. I I I I I I o'- ® I FIN CON . SLAB I I I I FI c,J. I I op t _ - I GG I I I I I I GG S3 S3 ® I I @ FOUNDATION I I I I 1 11 @ FOUNDATION I 11 1. 2 0„ 2, 0" 1 I 16'-0 97 ® I I IL JI I� I l I I I i l l l l l l l I I I I I I I I^ I I I I I ELEV. APPROX.1.112" LdBELOW F.F.--ELEV. CAN BE NO MORE - THAN 1-112" BELOW TOP OF EGRESS DOOR THRESHOLDI I FIELD VERIFY K N w HI /I I W H /;-K PROVIDE 12' RECESS S3 - � S3 LFRONT DOOR. REFER TO I c4 I I �4 MASON'STOPEFOR�DTH `� 1_ 2'-10 " 2}10 " I_y i FM24 ■ ® ® ® 1 0„ 4'_0� ;::0" 0�� I U) -4" ELEV. FIN. I CONC. SLAB U - — — ■ 1 _ C.J. _ ■ �— o 1'-4' 5'-8" I `"� N L Q I I S3 S3 "' 1 55 D1 � ■ I — I T A S3 zo + I I J Lo "SEE S-3 FOR S3 L KCE�OPT," HOSE (2) #5 VERTICALS BIB WIIN FILLED CELL 8'-0. ..1 A" F I L-- I I 1'-8" L 1' -4" ELEV. FIN.I CONC. SLAB r; o C.J. N I 1 55 D1 I I I PS3 I 1 & OIL 77 CID CID CD D co ca j k. oqv En LO " 1111 Ln -00 T . now I 1 2 I, , f77 61 Ir .1 A.— I N _NJ 4-z -A W01 I I W01 I I W01 I D1 1 I p1 I I Di I I I I I I I `° 13'-10" 14'-2" I I 14'-2" 3'-10" I 1 ELEV. I I I I 0'-0" ELEV. I 1 0'-0" ELEV. I 1 1 �ONC. SLAB I I FIN CONC. SLAB I I FIN CONC. SLAB c.J. - - - -I —}— - - c.J. I I I I G I I G I I I I I I 1 I @IFOUNDATION I I I @ FOUNDATION I I I I I 2'AO" I 1 16'-0" 16'-0" 2' 0" I IL -, -J I I I I 11 L,I I I I (( 1► I I I I 11 I In I I I I I r l l I\ ;;I I J Lam. L PROVIDE 1/2" RECESS FOR PROVIDE 12"RECESS FOR PROVIDE 1/2" RECESS FOR L FRONT DOOR. REFER TO 2 I 'v LFRONT DOOR. REFER TO FRONT DOOR. REFER TO ® MASON'S SCOPE FOR WIDTH I FM24 ® MA®ON'S SCOPE FOR WIDTH ®ASON'S SCOPE FOR W®TH I FM24 0" '-0" _84 I ELEV. APPROX. I I I I I I I 1 11 112"BELOW F.F. I q 1 I I 4 I I I 1 q 1 ELEV. CAN BE NO I ELEV. APPROX. MORE THAN 1-112" �" ELEV. FIN 1-112" BELOW F.F. I 1 -a" ELEV. FIN. I `� 1 BELOW TOP OF CONC. SLAB ® LEV. CAN BE NO I W01 ® CONC. SLAB W01 EGRESS DOOR ORE THAN 1-112" ITHRESHOLD. FIELD �; I BELOW TOP OF I I D1 D, ■ " IVERIFY C.J. " _ I EGRESS DOOR I I ELEV, APPROX. C J ■ I r I 4 THRESHOLD. FIELD 1 112" BELOW F.F. `? N VERIFY I I I ELEV. CAN BE NO�— MORE THAN 1112 F 4 I I I I I BELOW TOP OF 1 I I I 4 LO EGRESS DOOR ® I I I 55 I I I I OLD, FIELD VERIFY I D D1 ■ I I I I I I I I — 4 1 1 I �I I I I 1 M T I I S3 I ■ I ■ I R S3 RECESS OPTI * I a + S3 iv S3 I S3 CC Za .40 1, 11111f;'fl,1110 1 Wtv rLu e E zn C4 2 < j 0 17—Co Lt- 1 P. N :? '1cc - (2) #5 VERTICALS HOSE (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS WIIN FILLED CELL BIB WIIN FILLED CELL BIBB BIBB WIIN FILLED CELL 8'-0" 2'-0" 8'-0" 1'-8" 1'-8" 11' 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" EMBEDMENT W/ 25" EXT, ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: Ye"=1'-0" e•7 N O z+ r o b m x Y 01 £ y C .� o � a y iv o 0 tto�trrrd VERIFY AC PAD LOCATION OF NC PAD g� H E 7-0" x 2'•0" x 1'•0" wl (3) #5 E.W. I � F(--CONDENSATE LINE -4" ELEV. FIN. 1 I o CONC. SLAB 2 11-0" I' " 3'-10" � 3'-10"