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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 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH REINF. WHERE SHOWN ON SEE PLAN. FOUNDATION PLAN yj w CONTROL JOINT DETAIL SCALE: 1112"=V-0" t �;';"- • #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" ° CORNER BAR ONE FOR EA. HORIZ. e ° REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-T CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 LJ F W.W.F. sk d a _ O d d d o a 6 r la (4) #5 q a REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=1'-0" 5x5x3/8" A36 STEEL BASE PLATE 1 1 011 I i 1 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/ M I N JMIAX. 3" EMBEDMENT \—CONCRETE SLAB PER PLAN (FM24 BOLLARD DETAIL SCALE: 3/4" = V-0" SYMMETRICAL 18'-0" 13'-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 1'-0" S3 w/ (3) #5 E.W. 1 F CONDENSATE ICj LINE OIL 4" ELEV. FIN. 1 o CONC. SLAB J 2'-8" 2 3'-10" 3'-10" 1 6-8" 1 ir PR F I I SLI I MA 00 I L PROVIDE LINE FOR D1 ICE MAKER I INDICATES FILLED CELL WI3000 PSI CONIC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL •! PLACES SHOWN HOOKED FTG. lit I I I DOWELS 17" EMBEDMENT W/ 25" I I 1 I EXT, ABOVE SLAB. GRADE 40 STEEL 54'-4" 18'-0" -0" '-0" 13'-4" 01 3'-8" VERIFY LOCATION OF A/C AC PAD PAD L S3 2'-0" x 2'-0" x 1'•0" H0£ W/ (3) #5 E.W. 5604rBIB 18'-4" T-8" 1 VERIFY AC PAD LOCATION OF A/C PAD (2) #5's 1;�)SE 2'-0" x 2'-0" x V-0" 3 w/ (3) #5 E.W. IU CONDENSATE 7 r CONDENSATE 1 4' ELEV. FIN. LINE I I I 1 LINE }� 2 CONC. SLAB 0 I I 2 6'-8" B -10" 1. 3'-10" 2'-8" . 2'-8" 3'-10" 3'-10 z RECESS FOR — — PF OVII 4SS DOOR. REFE TO 1 r DIN( ;OPE FOR WIDTH I I M SON M I I M S3 I 1 I S3 I L S3 I� 4' ELEV. FIN. CONC. SLAB o J Cn r ri E T p/ El 1 Y" RECESS FOR I — — — PROj ILAWD REF fiG-- SCOPE FOR WIDT I I MA 00 PROVIDE LINE FOR �' J I I �5— PROVIDE LINE FOR ICE MAKER D1 I I I D1 ICE MAKER I r�� 3 2" MIN. 3000 PSI CONC. SLAB FOR I \ j \ 1 1 - I HERNANDO COUNTY ONLY. 3Y2" MIN. 1(TI) �� 11 T I I ( F" � I Cl) I T 2500 PSI CONC. SLAB OVER 6 MIL. jJ LL J lj VISQUEEN VAPOR BARRIER T I " RECESS FOR � a SS DOOR. REFER TO S OPE FOR WIDTH M lC S3 1' 4" D8IBISIBKJ M/ o? I I I DBL.SINK w/ I 1� DBL. SINK w/ DISFMSRDSAL _ C.J. _ — _ C,J, _ _ DISPOSAL DISPOSAL. — — — C,J, I° I11 0 II 0 - III Ili— - —Irk I r 1111 - I I ( I �� II �� I 1—� III` IL JII I I I I I I I IIL- -i 111 I I I 11l L_ -JI I 5'-9g" 12ll I I 12'-2$" 5'- 4" 5'-10z" 12'-52" PW01 I I I I Pw01 I I PW01 ^� I I I I d FD 3'-10" L& 14'-2" IId.1 14'- 3'-10" 1, 3 -10" M 4'-6" 1 ( I 9 I I I I I I OL 0'-0" ELEV. OL 0'-0" ELEV. T I I I I I I 0'-01 ELEV. FIN CONC. SLAB 1 I FIN CONC. SLAB I I FIN CONC. SLAB C a _ C.J• , — — 00I— —1--I— — — C.J_ I — — I I _ ®� _ I I _ _ .J. — — —I-- GG I I GG I I I I I i GG 1 I S3 I I S3 S3 1 I I I I @FOUNDATION 1 I I I I@ FOUNDATION I I I I I I I @FOUNDATION I = 2' I 0" I I 16' 2' 0" 16'-0 6'-0" I I 2' 0" 50 I T ' I I I I I I I� ll I I I 1 I I I J I I I I I I I I I I 1 I I I I^ ELEV. APPROX.1 I I I 1 I I I I I I I 1 1-1/2" BELOW F.F. I I I I I 1 I 114, 1 ) I if ��1) I I ELEV. CAN BE N01 //� MORE THAN 1-1/21 BELOW TOP OF I — — EGRESS DOOR \y `D K I 00 I I I I K `D I \I I \� I THRESHOLD. FIELDI 1H.W /I N I �o I N I� W.H / \ IH /I N K VERIFYI _ �J S3 P OVID 1/2"RECESS FOR ROVIDE 1/2" RECESS FOR S3 t � _ _ �� S3 PROVIDE 112"RECESS FOR I F ONT OOR. REFER TO J RfLONT DOOR. REFER TO ( 1 v FRONT DOOR. REFER TO J -104" SON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-104" 1 04" MASON'S SCOPE FOR WIDTH FM24 FM24 FM24 ® ® ® ® ® Im I ® ® F, ® ■ 4- 4" I I I I 1 I I I 4" 11 1.8„14 0 O.10'-6" O. 10'-6" 0 40 -0. 4--0" -oil 41 o I -4" ELEV. FIN. 00 o I 1 o a?co I I CONC. SLAB I `t I I `r 1-4" ELEV. FIN. -4" ELEV. FIN.LOI PW01 I ® I ® 1 CONC. SLAB PW0 I I CONC. SLAB I _ C.J. — — 1 1 _ C.J. . _ _ I = _ C.J. _ O C.J.LO -I - C.J. + o I I o 5-8° 1,4„ °° 314" x T-0" x V-0" ELEV. APPROX. ELEV. APPROJ ® 1-1/2" BELOW F.F. r I 1-112" BELOW Ft ® I i I I � , w/ (4) #5 E.W. I in S3 S3 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 I I I 55 D1 MORE THAN 1-1/2" MORE THAN 1-1/2" D1 I I D1 BELOW TOP OF I ( BELOW TOP OF I I I i ■ EGRESS DOORoO EGRESS DOOR 2'-6" x 2'-6" x V-0" 1 ,n I 1 1 2'-6" x 7-6" x 1'•0" o I wl (3) #5 E.W. THRESHOLD. I THRESHOLD. w/ (3) #5 E.W. I I I o M I I FIELD VERIFY I I FIELD VERIFY co A I I S3 S3— S3 I S3 I "SEE + o L � S-3 FOR _ — — — oo 1 RECESS OPT." J HOSE — (N N + L L - -' Cv BIB S3 S3 4F. HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS (2) #5 VERTICALS WIN FILLED CELL BIB BIB WIN FILLED CELL W/IN FILLED CELL V-8" 8'-0" 1'-8" 1'4' 8'-0" V-8" _ 1 V-4" 1 V-4" V-8" 6'-8" 6'-8" A S3 T-0" x T-T x 14" wl (4) #5 E.W. 0 O N CV 55 N Zo D1 � TYP. @ 2-STORY U.N.O. 0 co M T-0" x T-0" x T-0" wl (4) #5 E.W. FOUNDATION PLAN -RIGHT SIDE SCALE: Y4"=V-0" gn N e o� C2 o L _ � ci a v-, '0 Li c"-®- y Cd ® a. s co _a cc 3; L m l4 � d c a y Q- c � o � U O M 0 N 00 0 t �s 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, IBY (�j N C')E N m v 0 =' to Q op rn r• r LL Lau �mv w o aw. m i� o Y J z 0 0 m 0 i� W W W N O J Q �2C1,�rn d m J - z O IL N MZ U = C ❑0❑ W M m Z N M 0 0 Z m N Z n Q J M in ' V! 1 , a o o LL C)SO U O V) N � w o i- w tlllG U � LLi J •'. Q 60 o M M J y Z p S w z Z Q < LL cq C C E U° zo oo w� >N 4ry o o E o <� o� az wo �o g� z B a C m Q) J as Y c mo o LL <w UJ �j F o< z a0 z �z 3 o wFMill ao = zl0 3 C 2 T 00 ui co T CV L CID N '- M LO T N N CEO CV CN �-- O ' 0 -0 c4e) Lo =ate- N 00 LO N CD 00 r ui m N o Z Z E T N B CU CU a U Q p JOB NO: 23-12160-12165 SCALE : AS NOTED SHEET NO. 2.2 --- - '. i_-I 411 1� ,..s _.i , Ti�. iii I Yll: iil I i I I - - I