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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 g co co CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" SYMMETRICAL VERIFY 3'-0" x T-W x VV AC PAD LOCATION OF A/C w/ (4) #5 E.W. — PAD OSE L BIB 2'-0" x 2-0" x V-0" S3 w/ (3) #5 E.W. I— CONDENSATE I v LINE .0 OIL 4" ELEV. FIN. 1 CONC. SLAB o l� 2 2'-8" Ll T-10" 3'-10" 1 I 6'-8" A, FF — ---I I PR VIDE 1 �" RECESS FORSLI — ING G SS DOOR. REFE TO MA ON'S OPE FOR WIDTH C L�1ICEMAKER j PROVIDE NEFOR - M i INDICATES FILLED CELL W/3000 I S3 PSI GONG. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. I T l ABOVE SLAB. TYPICAL @ ALL I1 •l _ ; PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" M. ABOVE SLAB. GRADE 40 STEEL L S3 VERIFY LOCATION OF A/C PAD 24" x 2'-0" x V-0" tPJAD AC PAD HOSE VERIFY LOCATION OF A/C PAD (2) #5's 2'-0" x 2'-0" x V-0" W/ (3) #5 E.W. RIB RIP w/ (3) #5 E.W. F— Q CONDENSATE NDENSATE T 1 -4" ELEV. FIN. LINE I I I NE CONC. SLAB 1 L 73 I� OIL 4" ELEV. FIN. CONC. SLAB $ J n� nn N PF ILA3� — IF—ILI DI (� b60A ROR T6— ING G SI M SON S SCOPE FOR WIDT I ( I MA N S M PROVIDE LINE FOR J I I - PROVIDE LINE FOR S3 I ICE MAKER D1 I I I D1 ICE MAKER I �r 71 ,1 3 2" MIN. 3000 PSI GONG. SLAB FOR / I r 1 I HERNANDO COUNTY ONLY. 3Y" MIN. 2500 PSI GONG. SLAB OVER 6 MIL. _ I I VISOUEEN VAPOR BARRIER I FOR WIDTH M S3 A 1' ® ■ �I EI T-0" x T-0" x 14" w/ (4) #5 E.W. DBIB618NWQlwI I � I I I I DBL. SINK wl I I I DBL. SINK w/ ' DISRIDSADSAL I _ _ — I C.J. C.J. _ _ _ DISPOSAL DISPOSAL _ _ C.J. — — _— 55 IIIIII0II #5 CONT REINF. I I III— JI 1111 1 I I I 1 I III J_ JII I I I III JIII SEE FIND. FOR I N_�_ =_JIL _ —J L _ _JlL"�—=— I L _,AIL _ _J TYP.@ • QUANTITY I - _ — = �- I I �= — _ — _E3 I '� _ _ �-- • 2-STORY U.N.O. . - . 5' 9�" 12'- I 12'-2�" 5' 9�" 5'-10�" „ #5X25"X25" CORNER BAR ONE I I wo1 I I I I wo1 I I woi y a . FOR EA. HORIZ. . I D1 I I D1 I I D1 ' REBAR, TYP. U.N.O. 1 cO I I tO L zo 1 in -2" I ( - -10" -6"3-10" 43 -104 TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xW1.4 W.W.F. Ga Q EE 4 o O e ° ° T ,■ ■ ■ (4) #5 a o ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL 1 BASE PLATE r O 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" I I I I I I I I 0'-0" ELEV. I I 0'-0" ELEV. r' 'O 1 FIN CONC. SLAB FIN CONC. SLAB I I I I r ELEV. FIN coNC. SLAB FIN --�_ � � 4-- - c.J. i - - � I- -I---� - - c.J_ I I I I GG I I GG I I GG I I S3 I I I I I @ FOUNDATION I I I@ FOUNDATION I I I I I I I I I I @ FOUNDATION I 1dP 2' 0" 1, 16-0 6'-0" I I 2' 0" t 2' 0" I I 16' LO IL_ I I I I IL iI �1 iI IL &DI I I I �' I 11111 v I 7 I I I I I I I� ELEV. APPROX.I 1.1-1/2" BELOW F.F.1 1 I � � ELEV. CAN BE N0 L— -- I I I I I I \ �i I %/� I I MORE THAN 1-112"I BELOW TOP OFI EGRESS K K VERIFYI OOR THRESHOLD. DF ELLDI CO I IH.W �I N K I p N I` w.H / I� 11 N �S3 P OVID 1/2" RECESS FOR NROVIDE 112" RECESS FOR 53 L� PROVIDE 112"RECESS FOR _j I T I v FONT LOOR. REFER TO J FRONT DOOR. REFER TO v I T Iv FRONT DOOR. REFER TO J 1 Oj" FM24 SON'S SCOPE FOR IN M NTS OPE FOR WIDTH FM24 2 -10 - o FM24 MASON'S SCOPE FOR WIDTH ® ® ® ® ® ® I ® ® ® ■ -4" II -4" I -4" I I 10'-6" I 1 0 4.0.. 1 J 8 4. O., ._0 0„ I I I 1 10'-6" 10'-6" I 0.1 4 I -4" ELEV. FIN. 00 co I I 50NC. SLAB I I `t CY) 14" ELEV. FIN. I I io 4' ELEV. FIN. W01 I ®AV7111 I ® I CONC. SLAB PW0 1 I CONC. SLAB I I D1 � I ' 2 I � D1 _ C'J.L- `�q� I + I o _ C.J. e — — I _ _ s C.J. $ 1 _ C.J. _ _ C.J. 1 w I W' i J • ELEV. APPROX. I I ELEV. APPRO I $ I I N 3'-0" x 3'-0" x 1'-0" ® 1-1/2" BELOW F.F. F 11-112" BELOW Ft ® w/ (4) #5 E.W. I I I 55 ELEV. CAN BMORE THAN 1-1/2" I ' MORE THANELEV. CAN BE NO 55 I I I 55 D1 I BELOW TOP OF 1 1 BELOWTOPOF 1 D1 I I I I D1 I ■ EGRESS DOOR--!? EGRESS DOOR 2'-6" x 2'-6" x V-0" 1 rn I I `r' I 2'-6" x 2'-6" x 1 A' cq I w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. w/ (3) #5 E.W. 1 I I o M I I FIELD VERIFY I I FIELD VERIFY M A S3 I ;0 — — —J L— — S3 I I 1 C S3 I S3 "SEE S-3 FOR Q 1 ' L — — — I ` — — — — — J RECESS OPT." in iV N L S3 I S3Mill (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL BIB BIB WIN FILLED CELL WIIN FILLED CELL V-8" 8'-0" 1'-8" V-8" 8'-0" V-8" 8'-0" 1'-8" 6'-8" 6'-8" 11'4" 1 V-4" HOSE —BIB HS3 S3 WEIIIIII T-0" x T-0" x V-0" w/ (4) #5 E.W. } 0 T 0 u� N FOUNDATION PLAN -RIGHT SIDE SCALE: Ya"=V-0" lam! c o iV o o c"-a i ¢ N m � La � awl cmi d •� � c o CC •A =^ T a N ¢• E =° o a. i 0 fdIN°��'r N`�� T To the best of the Engineers knowledge, information and belief, the structural plans and spedflcations 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. WEE Q �pp S w S N N LL LL � u. NQ1 ri a O S M ,d 11 U C1131 LL Z aO oQCS — d" N Co W _w_�ZN IL_ z U Z O ❑❑❑ W ( z z i z U) QJ -- N CD N Uj OLu Lij � � a I z � c _0 � o M 2 z i r;j_ E sLL i N 0 Z® r`O rvti $ O o, K w o �U rro C Z o& zm vaw 15 Z W J 7F ag CS =1< =O a 300 CN r M 1` Co W i_ O C3� Liz :3 a T �- T' E s 00 U) m U = F— O c� LN C'7 co Lo CIOo N M CO Q O T' L 17 T y W T M Ln c Z Z E O E c a ci JOB NO: 23-05701-05706 SCALE : AS NOTED SHEET NO. 2.2