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rs 3 I cn N fW N r7 x 0 cn 0 O CV I 0 CV J rn rh rL7 O I rn r- Ln CD I r� i I ca d- N co I 2 0 Cn Z2 co cV 0 C14 J M r- CD Ln r- LO 0 I rM 0 Cr 0 a n7 cV C14 i a E O 2 C c O U J a� LZ rM [V 0 LO a 0 w'M CV 0 LO 0 0 ]C (/7 O r-i Q v a� v 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 w CONTROL JOINT DETAIL SCALE:1 1 /2"=1'-0" .� #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" = = CORNER BAR ONE 4;: '�.•• FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:11/2"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. d Op q0 da G C e G 4 41 ;� • a c 0 (4) #5 aik REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLATE 1 M I I 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 FM24 BOLLARD DETAIL SCALE: 3/4" =1'-0" SYMMETRICAL VERIFY T-0" x T-0" x V-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. F CONDENSATE Icy I10 OL -4" ELEV. FIN. 1 o CONC. SLAB 2 2'-8" 3'-10" T-10" 1 It 6'-8" " I -4" VERIFY LOCATION OF A/C AC PAD L S3 2'-0" x 2'•0" x 1'•O" PAD � W/ (3) #5 E.W. VERIFY AjCPAD LOCATION OF A/C PAD (2) #5's E 2'-0" x 2'-0" x V-0" w/ (3) #5 E.W. U CONDENSATE 1 -4" ELEV. FIN. LINE 11 F 2 CONC. SLAB o I — CONDENSATE LINE 1 2 3'-10" L S3 ----�--- I� OL 4" ELEV. FIN. CONC. SLAB $ N PF 13 T M - I r F/ pr 11 —I — — FR VIDE 1 "RECESS FOR — — I P VIDE 1 }�'RECESS FOR _ r PROVIDE 1 I 1 — — —I— —I— � — SLI ING G SS DOOR. REFE TO r IIfGLl%nM 1. R TT— I I I t SLI ING GI L_ I MA ON'S OPE FOR WIDTH I I M SOWS SCOPE FOR WID I J I 100 MA N'S PROVIDE LINE FOR M - I I MPROVIDE NE FOR ICE MAKER Di CD D1 PROVIDE LINE FOR D1 I I I ICE ER I I I ICE MAKER i INDICATES FILLED CELL W13000 I S3 I I S3 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. J ABOVE SLAB. TYPICAL @ ALL I j l I I T 32. MIN. 30M PSI CONC. SLAB FOR I I I r T PLACES SHOWN HOOKED FTG. I I h (I I I Cl) I Cl) I HERNANDO COUNTY ONLY. 3Y" MIN. I) �� II I I �J j I C0 DOWELS 17" EMBEDMENT W/ 25" 2500 PSI CONC. SLAB OVER 6 MIL. ji LL EXT. ABOVE SLAB. GRADE 40 I I I VISQUEEN VAPOR BARRIER STEEL 1 I I I I OP DEBISISKMM/ I I I I I DBL. SINK w/ I I I� DBL. SINK w/ — DIS AOSeAL _ C.J. — — — C., .DISPOSAL — — DISPOSA(r = _C.i, — 111 II IL I I I I IIII 11 III III0 II 0 IIII I I III J� JIII I I I I I IIII J� JII I I I 11� � JIII I 1 I = __AIL-- I 1 _ _ �1��===— I Ems— a_ —3— 5'-9�' 12'-2 " I I 12'-2 " 5'-9 " 5'-104"' 12'-54" W01 I I I I W01 I I10 W01 D, II III I III I III 3' 10" 4'-2" Id. 14'- 3' 10" 6 3 -10" r--j --1 11 1 I ( I Igk 0'-0" ELEV. I I 1OIL 0'-0" ELEV. I I I I I FIN CONC. SLAB I I FIN CONC. SLAB I I I I I I r 00 GG I I GG I I @ FOU DATION I I I I I@ FOUNDATION 2' 0" 16'-0 6'-01, I I 2' IO" 240L# I I I I 2 i I� —' L_ I I -j I I I I I I I � I I I I I c � I I K Co \ �� N S3 P OVIDLl2"RECESS FORI PROVIDE 112"RECESS FOR S3N �� F ONTR. REFER TO J FRONT DOOR. REFER TO v I I I -11 SOWS SCOPE FOR WIDTH MASON'S `SCOPE FOR WIDTH �.2'-10 " 1 2'- 04, 1 _ \1 I FM24 ® 10 FM24 4. .�" I I I I �. I I 10'-6" 0., .. 4.0 . 1 8,. 4._0„ 0, 0,. 10'-6" o I -4" ELEV. FIN. q o0 4 C. SLAB I `') I I 1-4" ELEV. FIN. I I PW01 I I ® I ® I CONC. SLAB E U _ c.J. + — _ I C.J. C.J. 0 LOI w _ _U _ ELEV. APPROX. ELEV. APPRO� ® 1-1/2" BELOW F.F. '- I 1-1/2" BELOW F.P ® I I 1 i 55 ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 D1 MORE THAN 1-1/2" MORE THAN 1-1/2" D1 1 BELOW TOP OFF I I BELOW TOP OF 2'-6" x 2'-6" x V-0" I Y "' EGRESS DOOR°? I EGRESS DOOR I I raw/ q I w/ (3) #5 E.W. THRESHOLD � I THRESHOLD. (3) a5 E.W. FIELD VERIFY I I FIELD VERIFY J 00 I S3 cs L S3 — — — —kc ` 00 _ 00 (V N L L S3 S304 HOSE #5 VERTICALS HOSE (2) #5 VERTICALS 777W/IN (2) BIB BIB W/IN FILLED CELL FILLED CELL 1'-8" 8'-0" of 1 11'4" 1'-8" 8'-0.' 1'-8" 6'-8" 6'-8" 1 J® ■ CESS FOR BOOR. REFER TO FOR WIDTH �11!♦1 IIII. S3 U I I 4'-6" I OIL 0'-0" ELEV. FIN CONC. SLAB GG s3 I I @FOUNDATION I 16' i I I ELEV. APPROX.1 1-1/2" BELOW F.F.1 ELEV. CAN BE NO MORE THAN 1-1/2"I — — BELOW TOP OF I ■ EGRESS DOOR I THRESHOLD. FIELDI K VERIFYI S3 PROVIDE 1/2" RECESS FOR v FRONT DOOR. REFER TO J MASON'S SCOPE FOR WIDTH ® EDI 0111A 113 ■ -4" I I 4'-0" Y��--01' 7 -4" ELEV. FIN. Ak I I CONC. SLAB CU C.J. — 0 N 3'-0" x 3'-0" x 14" q I wl (4) #5 E.W. I I (LO 55 I I I I ■ I I� S3 V-8" L 1'-8" A I S3 "SEE S•3 FOR Q I RECESS OPT." 'u') (2) #5 VERTICALS WIN FILLED CELL 8'-0" "41 All Imm HOSE —BIB 3'-0" x T-0" x 1'-0" w/ (4) #5 E.W. A 73" 55 iq D1 '� TYP. @ 2-STORY U.N.O. c 0 M i 3'-0" x 3'-0" x V-0" w/ (4) #5 E.W. FOUNDATION PLAN -RIGHT SIDE SCALE: Y4"=1'-0" N ' C" C 0 C' '- o a i o C M V N m o� v 4 Y 0 d4n a �r,d p N � 4v o 0 w `�\\�e11r;634E1P9Frd�E�� ? R 0CD Cqu ` "� p' 1.O Y� `/2 •; Ct C'� lf �� It 1P\.�`,��ti 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 vE IS a _ 8 v LL N LL Lu a cc LL U- O 13Z 0, 0 t p0 Q"" ' W N 1 � CP J Z Z o o w MZ 0� ILW N O U ❑�❑ Z W V z z � � N z "5 v--5 4-J C":)V lL O W S to Cz w �-- E C � N Q s� a M w E U g tt S L ® ti 1� 6a ,g o� Z L 8 C'0 i �w O iZ z m N sb K U3 a >a M v 0 o3 •N C) > 00 N T ai L 1 L N f0 c� cfl ^' M W a) � L (ID LL O Ii7 T = N CCL r CN T_ ,,V C U r O 00 v, co (V CV _ T H 0 LO M M LO N CD Q O L I— y I (M _ d Z c O N E ci c a U JOB NO: 23-05729-05734 SCALE : AS NOTED SHEET NO. 2.2