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J�LI I I . ■ - _ _ I I "l I 1 1 1 _ _ . 1 r 1' ' ■ I .. 1 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. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN Uj Ua CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" -'' #5 CONT REINF. SEE FND. FOR r QUANTITY #5X25"X25" = CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. �/p _ ♦ r r . r u r _ TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. a-- n Qa- - - n da. da d < _ C �. e 4Oil a s 4 O _r 4 a a a d 1— d A* e' (4) #5 --- REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=1'-0"' 5x5x3/8" A36 STEEL 1. BASE PLATE 0 �0 5" SECTION A -A �G� 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 KFOM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" SYMMETRICAL 54'-4" 18'-0" 18'-0" 18'-4" X-811 131�11 1_0 11 .-0,1 13'-4" T-13" T-13" 13'-4■ 1'-4" VERIFY 3'-0" x T-0" x V-0" VERIFY VERIFY AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OFPA/CC AC PAD AC PAD LOAD CATION OF AIC PAD HOSE L L (2) #5's L T-0" x 3'-0" x V-0" w/ (4) #5 E.W. BIB 2'-0" x 7-0" x V-0" S3 S3 2'-0" x 2'-0" x V-0" SE HOSE T-0" x 7.0" x V-0"T�gCS3 wl (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. I I CONDENSATE ci c.� CONDENSATE � � CONDENSATE I� LINE I LINE I LINE _ OIL -4' ELEV. FIN. 1 -4' ELEV. FIN. I I 1 4" ELEV. FIN. w A 1 o CONC. SLAB — CONC. SLAB o CONC. SLAB a 2 ; 1'-O" 1'-0' 2 2 S3 2'-8" T-10" 3'-10" 6'-8" I 6'-8" '-10" 3'-10" 2'-8" 2'-8" T-10" T-10" 6'-8" 1' " I ■ ■ Al r/// ® D / ■ ■ ■ ■ r/// ® ■ PR( VIDE 1 " RECESS FOR — — P OVIDE 1 X2" RECESS FOR _ _ _ _ _ _ _ _ r _ _ _ PROVIDE 1 2' RECESS FOR I I I DII�LiMXFF. R i� SLI ING G SS DOOR. REFER TO SLI ING G SS DOOR. REFE TO I r I I I I -- j t 7 9 I I MA ON'S OPE FOR WIDTH M SOWS SCOPE FOR WIDT MA N'S S OPE FOR WIDTH 0 TROVIDE I I D1 ICE MAKER FOR PROVIDE LINE FOR cD I I M I I I M I ICE MAKER D1 I I I D' CE MA ERNE FOR I M I INDICATES FILLED CELL WI3000 I S3 I I S3 S3 I PSI CONC. GROUT FROM FTR. _ TO BEAM W/ 1#5 REBAR VERT. �J 1 I I F\ ii� I lI i 1 r ABOVE SLAB. TYPICAL @ ALL I I_ I T 3 2" MIN. 3000 PSI CONC. SLAB FOR I I y 1 N PLACES SHOWN HOOKED FTG. I l r (I I I r I r I HERNANDO COUNTY ONLY. 3Xz" MIN. / I) '�� I I I I �J` 1 r I r I �' DOWELS 17" EMBEDMENT W/ 25" Ij �J 2500 PSI CONC. SLAB OVER 6 MIL. 1J LL lj EXT. ABOVE SLAB. GRADE 40 I I I VISQUEEN VAPOR BARRIER STEEL I I I I I I I D I I I I I I DMBIS19KJ"/ O I I — — l DBL. SINK w/ I I DBL. SINK w/ DISRIDSRDSAL _ C.J. C.J. _ DISPOSAL DISPOSA _ _ _---,C.J. _ _ III o II 0 1111 1 I I 1 1III �, 11 �� III it 0 11 0 IIII I D1 III` JI— -ill I I I I I I 11I Jl__ JN I I I I� I` Jill I i � �I L— — - I I _ _J lL =:_ I s —=�JL -- _ I 2-STORY U.N.O. 1 11 I, o , 2'-2$ 5'-9" 5'-10� 12'-5�" _I W01 I I I I W0, D1 _ I I D1 to d ED I T-, 0" 14'-2" I l I 14'- I I OL 0'-0" ELEV. I I 0'-0" ELEV. FIN CONC. SLAB I I FIN CONC. SLAB GG s3 I I I I @ FOUNDATION I 2' 0" _ 16'-0 CD IL_ iI ((�I\b 111, �J I I I I I � I I I I iD 1 K io \�� -i iv S3 P OVID 112" RECESS FOR I liROVIDE 1/7 RECESS FOR I 'v FONT OOR. REFER TO R�ONT DOOR. REFER TO -10J" SON'S SCOPE FOR WIDTH No'W§SCOPE FOR WIDTH FM24 D D ® ® ® E -4" -4" I I ' I 10'-611 I 011 1 11 41_Dr1 1I81. _811 41.0■ IO,I 0 11 b I -4* ELEV. FIN. -1 o CO I I CONC. SLAB I I PW01 1 I D U 2 -�- - 4 I I o N 1 �a '� C.J. �' + C.J. � - - - o ELEV. APPROX. I v l ELEV. APPROk ® 1-1/2" BELOW F.F. T I 1-1/2" BELOW Ft IID l I 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO MORE THAN 1-1/2" MORE THAN 1-1/2" °1 I BELOW TOP OF I I BELOW TOP OF EGRESS DOOR°? EGRESS DOOR 1 I 2' 6" x 2' 6" x 1'-0" I 'n V, ( I "' o w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. i0 I I FIELD VERIFY I I FIELD VERIFY 00 L� — S3— —i — I Icc I I WO1 I co I I I 3'-10" I 13-10" I I 4'-6" AV—r7 I I r-1 ' ir, 11 o-o ELEV. FIN CONC. SLAB I i _ _ c.J. I I I GG I I GG I@ FOU DATION I I I I I I I @ FOU DATION i I 6'-0" I I 2' 0" 2' 0" I I 16' ;0 ' I I _� I I r I L- �I—rl� I I_ I D I, I I I I I IF- ELEV. APPROX.I 1-1/2" BELOW F.F. I ELEV. CAN BE NO MORE THAN 1-1/2"I — BELOW TOP OFI ■ EGRESS DOOR THRESHOLD. FIELDI K S3 iv ►II I W H L� _ I _ r �� S3 VERIFY PROVIDE 112" RECESS FOR I I �2'-1 o' I R'- OT" I_ I FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH 10'-6" 1-4" ELEV. FIN. CONC. SLAB PWO U _ C.J. I o III ILn 55 I I I " I7.6" x 2'•6" x 1'•0" wl (3) #5 E.W. I I I o J S3 N L N -.1 1 1 1 S3 I S3 (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS WIIN FILLED CELL BIB BIB WIIN FILLED CELL 11--8" 81-0" 11 V-8" 8'-0" V-8" 6'-8" 6'-8" 1 V-4" FM24 D ® D ■ I -4" 10'-6" I 0" 1_011 kt 41_0■ 1_01 -4" ELEV. FIN. C?LO I II CONC. SLAB C.J._ fl 51_8113'-0"x3'-0"x1'-0"w/ 40 (4) #5 E.W. I qu' 55 D1 I I ■ A J S3 I "SEE S-3 FOR q RECESS OPT." '�' J HOSE BIB (2) #5 VERTICALS WIIN FILLED CELL 8'-0" 11_811 11'-4" t 0 i� N ro T-0" x T-0" x V-0" wl (4) #5 E.W. FOUNDATION PLAN — RIGHT SIDE SCALE: Ya"=1'-0" to 0 v aDO Uo 0 W pp 6i M 40 � m PC r a N a - a O O ►. boa, oCV IC e p o'er c 3 0 •y 3 = H Ec A O 0 M N 0 N N LE 1v �. .. . • O CO: No PE78750 '•• _ `�cr r .. F 1�' STATE 0 .;1 0 p�•ta.. 0 ••��G,•G�♦♦ R i��r�ssr \ 5 11H•�-G` %% `% To the best of the Engineers knowledge, information and belief, the structural plans and specifications 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. W o eg Q 0 N J y N oco 0 � LL U,LL W C, 2g a a a M LL LL z Z d Y 5 z Z m c °' o 7 c6Nt_O Cow Q o a 0 ; 6 W Z M Z 9 Cn ILW FZ- N O ULL ❑0❑ W V M z N Z $ z v J _ N M V) z vCo � o a1Jl LL T W � U 0 w s V) c a V) U w0- r— J E ® t 8 ml �! 2 Y y U 'o °w'+ c CD Q 0 N • �Q S eo o chi z- z z C M O Q LL E E wO � > N '0 a o U w0 z '® ❑a !— r6 E g Oo � U, O Z o g W M� c i � C: `= Y1z m o Z W) Cn T oLL az � � M j O 11 M J�z W X_ ii cl�o v wW is a �3 o T-- > OO -17 m �— C T T 60 U) .2CN 0 4-0 F— O LO T 0O O LO Q Cfl d" r ui C`V CD d Z N z 7 N E ('� r m c a o ?? v 0 ¢ o c JOB NO :23-13131-13136 SCALE : AS NOTED SHEET NO. 2.2