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v 3 I cD N 0 i cV r"•') Cr C c F, Q N J co r` un 0 Ln 0 I i I N co i N M 0 V cn 00 N I M N -N J r0 CD 0 I r\ u7 0 I r'M i L v v rn 0 Cm Cm c 3 M N 0 a 0 0 OL- 0 U J LZ r� 0 CN tn °0 0 0 a M CV 0 M 0 Cn 0 w m 0 0 a v N 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 1J3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN LU Uj d CONTROL JOINT DETAIL SCALE: 1 112"=1'-0" '• =�• #5 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: 1 1/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. 4 4p qA d. doil C d 4 + 4 _1 � a � 4" e� 4. n• (4) #5 d " REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 _ T = A 5" 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 SYMMETRICAL 54'-4" 18'-0" it18'-0" 18'-4" 3'-8" 13'-4" d'-0" '-O"1. 13'4" 3'-8" 3'-8" 13'-4" A t-4" . VERIFY T-0" x T-0" x 1'•0" AC PAD LOCATION OF A/C wl (4) #5 E.W. - PAD HOSE L BIB 2-0" x 2'-0" x V-0" S3 w/ (3) #5 E.W. 4 7 I F CONDENSATE i LINE OIL 4' ELEV. FIN. 1 o CONC. SLAB o" 2 0, . n" rn 4 All e, en VERIFY VERIFY LOCATION OF A/C t AD AC PAD LOCATION OF A/C PAD PAD (2) #5's L S3 2'-0" x 2'-0" x V-0" E HOSE 2'-0" x 2'-0" x V-0" w/ (3) #5 E.W. wl (3) #5 E.W. CONDENSATE CONDENSATE 1 4" ELEV. FIN. LINE 2 ' � II I LINE CONC. SLAB o 10'-10'-8" I. 2'-8" 0"6-8C23'-10 L S3 IU OIL 4" ELEV. FIN. CONC. SLAB W PR VIDE t "RECESS FAR — — P VIDE 1 y"RECESS FOR _ _ _ _ r_ _� _ _ r _ _ _ PF PROVIDE 1 2'RECESS FOR r I I SLI ING G SS DOOR. REFE TO 7 l (- Il i GLMMR. R T6- I I I I — t SUNG G SS DOOR. REFE LI MAI, ON'S OPE FOR WIDTH I M SON'S SCOPE FOR WIDT I I MA N'S SCOPE FOR WIDTH I PROVIDE LIJ I I °Q PROVIDE LINE FOR � I I D1 CEOMA ERnFORVIDE NE FOR i I ICE MAKERD1 I I I � D1 ICE MAKER I INDICATES FILLED CELL W13000 I S3 I I S3 PSI CONC. GROUT FROM FTR. _ TO BEAM W/ 1#5 REBAR VERT. III i 4_ I I I F` L I = ABOVE SLAB. TYPICAL @ALL I I I 3 2" MIN. 3000 PSI CONC. SLAB FOR y T PLACES SHOWN HOOKED FTG. I I t (I l I 1 C1) I ce) I HERNANDO COUNTY ONLY. Y2" MIN. `-1 I� � II � I I� � � I �2 I f DOWELS 17" EMBEDMENT W125" J 2500 PSI CONC. SLAB OVER 6 MIL. ,J _ EXT. ABOVE SLAB. GRADE 40 I I I VISQUEEN VAPOR BARRIER STEEL 1 I 00 I D®8519161iltiwl °D I I I I DBL. SINK wl I I I °Q DBL. SINK wl I `D DISRIDSADSAL C.J. CD C.J. _ DISPOSAL cO DISPOSAI,_ _ _ _ C.J. IIF III o II �� IIII I IIII �� 11 r, III III �� II �� IIII 11L JL JII 1 1 I I I I I I IIL JL Ju I I I Ill- I JIII I 5'-9j" L 12'-21" I 1 12'A" W01 I I I I W01 D1 n I I D1 c 0 I I I I T-10" 14'-2" I I 14'_ 1, I I I I I I 0'-0" ELEV. I IOL 0'-0" ELEV. FIN CONC. SLAB I I FIN CONC. SLAB GG s3 I I I I @FOUNDATION I I I I I@ F 2' 0" 16-0 6'-0' LID IL- jI I I I I L—I— � I 7-1 77 No I I �� K °P I �\l �� N S3 P OVID 112" RECESS FOR I I>ROVIDE 1/2" RECESS FOR I "v FONT DOOR. REFER TO _j R��ONT DOOR. REFER TO -10i" SON'S SCOPE FOR WIDTH MASONUCOPE7OTWIDTH FM24 4" 4" I I 10'-s" I o„ „ 4�_0 , 1 1_8" ._�„ 4�_0 ,_o, o„ -4" ELEV. FIN. 9 a0 4 I I CONC. SLAB 1 I I I v I_ I I wo1 I I D1 d I ' 2 I _ -CJ- o III - - - N C,J. + C.J, �' 0 O N 4 I I I I ELEV. APPROX. I v l ELEV. APPROk Cn I I I® 1-1/2 BELOW F.F. T 11-112 BELOW F.� I I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO D1 MORE THAN 1-1/2" MORE THAN 1-1/2" = BELOW TOP OF I I BELOW TOP OF = 1 2'•6" x 2' s" x t'-0" I -��, EGRESS DOOR° I I EGRESS DOOR wl (3) #5 E.W. THRESHOLD. I THRESHOLD. 10 FIELD VERIFY I I FIELD VERIFY * L NV \ 1 (2) #5 VERTICALS CONCRETE �� WIN FILLED CELL SLAB PER PLAN V-8" 8'-0" FM24 BOLLARD DETAIL 1V-4" SCALE: 3/4" = V-0" 1 S3 I S3 4' BIB M S3 34" x 3'-0" x V-0" w/ (4) #5 E.W. A C?S3 cO V O r _ N �I _ I W01 I I T-10" 1. 13 -10" 0 4'-6" 7_ 9 I I I I I I I I OL 0'-0" ELEV. 1 FIN CONC. SLAB _ I - 4 10E _ I I _ _ c.J. - �- GG I I I I I I GG S3 I I S3 OUNDATION I I I I I I @ FOUNDATION I I 2' Io" 2' 0" in ;o r -I—T—I- I IL _1I IIle�I I I I I I 1'I I I = I = El 4 I^ ELEV. APPROX.1 1-1/2" BELOW F.F. ELEV. CAN BE N01 — — � L �Ji \� �� I — — — I MORE THAN 1-112"I . BELOW TOP OF I EGRESS DOOR THRESHOLD. FIELDI = I K N W.HI i I /Y N K VERIFYI PROVIDE 1/2" RECESS FOR FRONT DOOR. REFER TO J 2'-10" - 0" MASON'S SCOPE FOR WIDTH FM24 I ;�FIV!24 I I I I im r7 TFA I M /M -4" 10'-6" 10'-6" I �01 _ " ELEV. FIN. I I 4' ELEV, FIN. CONC. SLAB I I CONC. SLAB PWO D1 C.J. C.J. o I oN 3'-0" x T-0" x V-0" I I 1 � 1 w/ (4) #5 E.W. 55 I I I 55 D1 ( Di I I � 2'-6" x 2'-6" x 1'•0" I _ w/ (3) #5 E.W. I I o J I I J S3 S3 I = S3 1 I "SEE S-3 FOR � Q RECESS OPT." 'n C? — --- I. — — J - NV (2) #5 VERTICALS (2) #5 VERTICALS WIIN FILLED CELL W11N FILLED CELL 8'-0" V-8" V-8" 8'-0" V-8" 1 V-4" 1 V-4" '4' Im m HOSE -BIB S3 / \ S3 7' 55 €q D1 '� TYP. @ 2-STORY U.N.O. O C1 � o 41 3'-0" x 3'-0" x V-0" w/ (4) #5 E.W. FOUNDATION PLAN -RIGHT SIDE SCALE: Y4"=V-0" cis c Qn ar -o y W O = C2 O Li a, x o W•� c 'm' nx. y l0 O �.- Ul Q 4r N Y d y E t c � 3 � cc d �. d d c o d "0 7 am• .n y y =- G E "o c a W v`V Iv - l� � • •+ j `p` • e'er' '. 41 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. MEM 0 W 04 C J O .�+ y J # LL LL �NO " wa w a di co y w a- LL LIL C� 103�_ mr- ran J ?� Z O 0 S �"' Q 7 ru N (o m W g 0!:Y N M Z 0 N H z 0 ❑ ❑ ❑ Z W z � z Q � N V) th .8 ( 1 W, 0 l T _z LL O j • C) Q Y N C� � � M N w a � E n w t zs zp QQ p E U o� wi ❑a U �aU� Z _E Cn C �v sa oo z m J ''¢u B 3 K r N Z ° � V W v w Ez �z J K ¢�~ z C U o 00 TT(Da; M d. CN N CO it... i 00 cM �n (d U_ .- r rT N E M 00 co U T r- 0° N CV oCN M co L -) N N 00 M O O M 04 v/ T Ce) T--" T LO Z Z c O JOB NO: 23-05741-05746 SCALE : AS NOTED SHEET NO. 2.2 er