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o, -d- i N M 0 Cr C 0 -0 4 0 LO 0 O rn L0 LO 1 LO N i r� N CV I N hr] Ln 0 (r1 O 0 i J I LC7 N I M M N iCD i Q N 0 M cV 0 a d E E 0 0 0 0 v J r7 CV 0 00 0 N M m a; 0 0 �U N 0 0 00 0 i� 0 Z z w S ¢ m 0 a 0 cn 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 1N 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 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN w Lll cn z QJ a " CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" #5 CONT REINF. m , Ft , . ee �` SEE FND. FOR IN QUANTITY w #5X25"X25" CORNER BAR ONE 7 t "Y. ° FOR EA. HORIZ. J a REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W 1 AxW 1.4 F� N F� I W.W.F. G° d ° !J d ° d a ° d 0 r (4) #5 REBARS CONT. 4" Z-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=V-0., 5x5x3/8" A36 STEEL BASE PLATE 1 I I 'jam I 0 1, 5" L SECTION A —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 KFM24 BOLLARD DETAIL SCALE: 3/4" = V-0" 0 �0 U- T-0" x T-0" x 1'-0" w/ (4) #5 E.W. 18'-4" 18'-0" x'-U" _V-4" . 13'-4„ 3'-8" 3'-8" lo 13'-4" �'-0„ , 0"� 1 T-4" y 3,-8„ VERIFY LOCATION OF A/C tACAD (2) #5's PAD L S3 2' 0" x 2' 0" x 1'-0" H0; wl (3) #5 E.W. RIR I A -4" ELEV. FIN. o CONC. SLAB S3 J 1' 6'-8" I ■ PROVIDE 1/RECESS F SLIDING GLASS DOOR. MASON'S SCOPE FOR no M I S3 IIIJ VERIFY AC PAD LOCATION OF A/C t PAD L DSE 2'•0" x 2-0" x 1'-0" S3 w/(3) #5 E.W. 4 BIB CONDENSATE —1 F CONDENSATE LINE 1 I I ( LINEw OL 4' ELEV. FIN. 1 2 0- I CONC. SLAB 2 1 I T-10" 3'-10" 2'-8" Z-8" 3'-10" 10 3'-101 6-8" -4" _ I , 1 1 A -4" r I I I I I L PROVIDE LINE FOR PROVIDE LINE FOR D1 I i I D1 ICE MAKER I I ICE MAKER y 32" MIN, 3000 PSI CONC. SLAB FOR r HERNANDO COUNTY ONLY. 3%" MIN. I r 2500 PSI CONC. SLAB OVER 6 MIL I VISQUEEN VAPOR BARRIER I [I 1Y"RECESSFOR 1AS DOOR. REFER T TI r SCOPE FOR WIDTH M I I S3 I i rt I SYMMETRICAL ' x T-0" x V-0" VERIFY wl (4) #5 E.W. LOCATION OFP CD AC PAD L HOSE S3 2'-0" x 2'-0" x 1'.0" BIB w/ (3) #5 E.W. v I CONDENSATE i 4- ELEV. FIN. LINE w 1I IF CONC. SLAB o 2 J 6'-8" 3'-10" 3'-10" 2'-8" A -4 N DE 1 f2" RECESS OR I —I A G GLASS DOOR. EFER 0 I N'S SCOPE FOR IDTH I PROVIDE LINE FOR — F, ES3 ICE MAKER cO I 1� I) ��11 i I - I i I - I I o? DBL. SINK w/ 00 I I DBL. SINK wI I ( , DBL.SINKw/ C.J. — — — DISPOSAL DISPOSAL _ — C.J. C.J. , — — — DISPOSAL CO 55 — — — — —) — III II II > > III D1 IIII � II III ul LL � II JL'IIII 1 i i I I , I IIII JL JII I I TYP.@ ' L---��L -�2 I I I JJL---� L---JL====� 2-STORY U.N.O. I —� _ — _�— I — — = I I E_ o I 12'-52' 5'-104„ 5'_9$° 12'-2$„ I I 12,-2$„ 5,_9$„ I I PWO I PWO I I PWO I M 11 I I 14'-61 3'-10" I 1 13'-10" 14'-2„ I I I 14'- I' 3'-10" I _ I I I o0 rl --1 r MI� I I I I I I I r 0'-0" ELEV. 0'-0" ELEV. I I 0'-0" ELEV. T ® I FIN CONC. SLAB I I FIN CONC. SLAB I ( FIN CONC. SLAB - _ C.J. C.J. - - -� -- +- -I _� C•J, - —1—� M I GG I I I I I I GG I I GG S3 S3 ID I I @ FOUNDATION I I I I I I I @ FOUNDATION I I I ( I @ FOUNDATION I I I I I I I I I I 010, 1'-4" I I 2' 0" 2' 0"10I I 16'-0 6-0" 1 2 0" [0 I_ ® I IL iI IL IL iOP I I _ I I I I I I I .( 1► I I I 10 N I I J- ELEV. APPROX. � ( ( I I 1-1/2" BELOW F.F. (ELEV. CAN BE NO / �� I I I /� ` (MORE THAN 1-1/2" I I I I I� I i ) I I I_ — J i\1 I L ■ IBELOW TOP OF — — — L�I— — — — — I I F EGRESS DOOR (THRESHOLD. FIELD I �j �I I -\�� I I I I \1 I (VERIFY K �, I\ CD .HI / \ IH.W /I N K _ I I I fD _ K iv I� W.H� 7 PROVIDE 1/2" RECESS FOR iD S3 L � _ z� �, S3 PROVIDE 1l2"RECESS FOR PROVIDE 1/2" RECESS F R (.O S3 I_� LFRONT DOOR. REFER TO d ( I FRONT DOOR. REFER TO FRONT DOOR. REFER T v i MASON'S SCOPE FOR WIDTH 2-104' 2'-104" MASON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH FM24 2 102 ■ ® FM 1 FM24 [[a [E] ® MLf ® ® [E]� I �, 4" i I I I I I •4„ � I 11 -4" � I I I -0 4'-0" -0" 0" 10'-6" 10'-6" 0" -0" 4'-0" 1-8' 1'-8" 4 O" O„ 0" 10'-6" 40 I 1 I o I -4" ELEV. FIN. i� CONC. SLAB in -4ELEV. FIN. Ilk 4' ELEV. FIN. o co FD i coNC. SLAB I ( PW01 CONC. SLAB I ® I ® I I PW01 xx i c.�. " _ ° _ I _ _ C.J� _ 2 I I � o — — I c � _ �CR - o - w III k ,,rtn C.J. C.J. in5'-8" I - a { N � 3' 0" x 3' 0" x 1'-0" 3' 0" x 3' 0" x 1' 0" N I I I I°p wl (4) #5 E.W. N L o w/ (4) #5 E.W. I o I I I ® h ELEV. APPROX. 'v ELEV. APPROX. ® 1 I I 9 S3 S3 i1' I � I -1-1/2 BELOW F.F. I- 1-1/2 BELOW F.F. I 10 55 I i I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 I I I D1 I D1 r55MORE THAN 1-11Z MORE THAN 1-1/2" D1 _ BELOW TOP OF r ■ I I II i I ( in BELOW TOP OF EGRESS DOOR 00 EGRESS DOOR 2'-6"x 2'-6"x V-0" THRESHOLD. THRESHOLD. I 2'-6" x2•6^ x ro^ o wl (3) #5 EW. w/ (3) #5 EW. 1 o I FIELD VERIFY I I FIELD VERIFY I I M o ( S3 I i S3 + I "SEES 3 FOR — 'n RECESS OPT." T — i — — S3 HOSE L — — — - _ — N oo 'v BIB iv N S3 S3 (2) #5 VERTICALS (2j #5 VERTICALS HOSE HOSE (2j #5 VERTICALS WIN FILLED CELL WIN FILLED CELL BIB BIB WIN FILLED CELL 1'-8" 8'-0" V-8" V-8" 8'-0" 1'-8" 1114" 1 V-4" 6-8" 6'-8" 1'-8" 8'-0" 1'-8" 7'-0" 22'-8" 134" 11'-4" 54'-4" INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM WI 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"=V-0" M /® O1 r:u r F-® c M v eMv a m x CA V-4 a �N c> 3 Mo .= E ca C � v 5 M N C 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. a �r O M C W o N m v # U Es CO VJ LL Al N O awW EL to, C J V J U_ �- 5?�5 13 d Y Z O _arn N �v - O 0 "r. p�p NCO m Q F� Z O O N Cl)04 Q O W U U H z OU ❑❑❑ W N f7 0 00 < < o UM 1n 2!! a 4 �0 LijJM N �NU) A m O ymain N m 0 � M � z o wO z z Q E a p LJ CO E00 wo � o of 4� >o QM za o a W K a Cx E o n7 . a� 1z Wz 3 ro ¢ o Y m 0 0 z L U F� �z Z go cn a �W o m Q0 Q a4 ;o za o3; o r E2 a) 0> 2 CN '— C7 CID 00 0 0 LO T T CT U L� O oro (n co 0T0 CN F— O L0 M L0 .0 0 04 O CD � Q N O L.f') Cfl N r v; 0) a z E 0 a cc CcE a 0 J Q 0 J JOB NO: 23-12154-12159 SCALE : AS NOTED SHEET NO. 2.1