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I I I I I L .!_I_!1__! 1 I __ _. _ _ 1 L P_ _ _ I. 1 1 f1' 1_11 _1 1 1 A 11 11 - l I I 1 II ' -- _ I . _. - 1_ yid ll ! I 1 111 I v', 3 I CV i cV M Ln v V) 0 cV N CV N I CV N 0 fV r- Ln O I r` C) 0 I N I CD C- CV CD LO N LO v v N 0 C14 cV cV I cV CV 9 N IP r— L0 0 I 1_ u-> 0 I / i— 0 0 i v+ c 3 rM cV 0 C14 v a E E O v c c J a 0 .o U J a, LZ rl) N 0 N tn LO 0 0 0 CV O N M 21 0 Y C/) O iY LLJ Q m Z Z a v cn 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 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN ` W Z — 7x Lu TX CONTROL JOINT DETAIL SCALE:1 112"=1'-0" - #5 CONT REINF. ' SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE y FOR EA. HORIZ. ' REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 1/2"=1'-O" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. - 4° a 4 p m - -_ a a o ° 4 (4) #5 4 a A REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL BASE PLATE 1 I - ------------ 4 10 5" SECTION A -A SCALE: 3/4"=1'-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 rFM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" SYMMETRICAL 54'-4" 18'-0" 00 18'-0" 00 18'-4" op T-8" 13'-4" '-0"j '-0" 13'-4" T-8" S-8" 13'-4" VERIFY T-0" z T-0" x V-0" VERIFY VERIFY AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C PAD PAD PAD (2) #5's T-0" x T-0" x V-0" OSE L L L w/ (4) #5 E.W. BIB 2'-0" x 2'-0" x V-0" S3 S3 2'-0' x 7-0" x V-0" 0 E HOSE 2'-0" x 2'-0" x V-0" S3 w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. 7LINi COI � NDENSATE c� CONDENSATE � � CONDENSATE I v E -4" ELEV. FIN. *.I -4" ELEV. FIN. LINE I I I LINE OIL -4" ELEV. FIN. o 1 o CONC. SLAB 2 CONC. SLAB o 1 CONIC. SLAB ii A 1'-0' I 1 2 S3 3'-10" 3'-10" 6'-8" 6'-8" -10" 3'-10', 2'-8" 2'-8" 3'-10" 3'-10" 1 LO 6'-8" 1' " I I ■ ■ / ® ® / IN IN ■ / 10 ■ ). -- F- -1 f -- ---I F- _- _ — I— —I — — — PRQVIDE 1 " RECESS FOR — — I P WIDE I Y" RECESS FOR I I I — — I _ —PR OVIDE 1 2' RECESS FOR I I SLI ING G ASS DOOR. REFE TO II�ULA3`�b6bl R f� I I — t SLIDING G SS DOOR. REFER To I I MA ON'S OPE FOR WIDTH M SON'S SCOPE FOR WIDT I I I I MA N'S SC OPE FOR WIDTH d N' 00 00 I I _J I I� i I '� PROVIDE LINE FOR - PROVIDE LINE FOR - 35 a5 PROVIDE LINE FOR D1 ICE MAKER I M I I I M I ICE MAKER D1 I I I D1 ICE MAKER I M INDICATES FILLED CELL W/3000 I S3 I I S3 S3 PSI CONC. GROUT FROM FTR. j TO BEAM WI 1#5 REBAR VERT. 1 1 �� F,-' ( 11 � 1 ABOVE SLAB, TYPICAL ALL I / I � J �, III 11 / J_ / I f @ I L I 3 2" MIN. 3000 PSI CONIC. SLAB FOR 1 I I7 7N PLACES SHOWN HOOKED FTG. (I I 1 r II r I HERNANDO COUNTY ONLY. 3Y" MIN. 1/ DOWELS 17" EMBEDMENT W/ 25" ILA % 2500 PSI CONC. SLAB OVER 6 MIL. 1J LL _/J EXT. ABOVE SLAB. GRADE 40 I I I VISQUEEN VAPOR BARRIER STEEL DBL. SINKwI I I 1 DBL. SINK w/ 1 a0 I I DMB519KHI/wl 00 °D DISFID]SADSAL - C.J. C.J. _ _ - DISPOSAL _ DISPOSA _ _ _ _ � - - - C.J. _ I — -�--� - _�— 55 is IL JL -ill I I I I , I I IL JL J'I I I I 1L L -Jill, I C - - - 1L _ -J II I t L_ _JL-2 L--=�JL -J I TYP.@ % _� E 2-STORY U.N.O. '-25'-981251" 5'-1rl2'- I o W01 I I I PWO1 I II IPWO'A 1 D1 1 `D I I I 1 I I I co 3'-10" 4'-2" I I 14'- 3'-10" I 13-10" 4'-6" I I - 00 I 15 1 I &) Cl) 0'-0" ELEV. I I I 0'-0" ELE`2 I V. I FIN CONC. SLAB FIN CONC. SLAB T- I I I I I I '- 0'-0" ELEV. FIN CONC. SLAB °° TI I � - 4 - - - C.J. c.J_ I - -- - I I - I I : C.J. zo i I I GG I I GG I I I I I I GG I M S3 S3 I I S3 1 I I @FOUNDATION I I I ( I@ FOUNDATION I I I I I @ FOUNDATION I ® 4 i l 2' O" 16'-0 6'-0" I IL. 2' 0" 2' O" vi. 16' i I Ir- �ITI� -�I I � I I M IL jI I I I I IL i1 'I� C? I I I (; 1► I I I I I I I I I I I I 1 I I I I I I I I I I I^ ELEV. APPROX.I `V (Z'14 II10 1-1/2" BELOW F.F.1 ELEV. CAN BE NO L— -- I I 1/ // MORE THAN 1-1/2"1 ■ I I BELOW TOP OFI i I I EGRESS DOOR THRESHOLD. FIELD I 1I ly ca K b I K N � I% I\ I" /Y `9 K VERIFY H.W I N I II N I W.H 1 N 1 \\ /� S3 P OVID 1l2"RECESS FOR NROVIDE 112"RECESS FOR S3 �� PROVIDE 112"RECESS FOR FONT OOR. REFER TO J RONT DOOR. REFER TO v I r I I FRONT DOOR. REFER TO J 1 Cill FM24 SOWS SCOPE FOR WIDTH MMAN'S SCONE FOR WIDTH FM24 2 1 FM24 MASON'S SCOPE FOR WIDTH Im Ill Ur 4" •4" I ( I -4" 10'-6" 1 I 0� 4-'-0"j 8„ �„ 4 O. O 0 I i 10'-6" 10'-6" I 0 0. 4, 0„ 0. 0 1 -4" ELEV. FIN. 0 00 q M 1 0 00 i0 I I CONIC. SLAB I I I 1-4" ELEV. FIN. 1 -4" ELEV. FIN. LO o CONC. SLAB 1 I CONC. SLAB `D PW01 I ® I Q➢ 1 PWO D1 I 1 D1 — - - I 2 I - — -- C.J. - I - - -- +� C.J. _ — — C.J. _ o _ C.J. C.J. 1 o + P I I P 5 -8" 1-4- JI• I I °p 1 I I N 3' 0" x 3'•0" x 1'-0" 3' 0" x 3' 0" z i' 0" o ELEV. APPROX. ELEV. APPRO I o I w/ (4) #5 E.W. q L N wl (4) #5 E.W. �, I I 1 I ® 1 1l2"BELOW F.F. 11 1/2" BELOW F.� ® I I 11 I 10 S3 S3 1 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" 5 I I D1 = BELOW TOP OF I I BELOW TOP OF = :t EGRESS DOORO° EGRESS DOOR `F I I I ■ 1 2'-6" x 2'-6" x V-0" I „ I I to I 2'-6" x 2'-6" x 1'-0" o w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. w/ (3) #5 E.W. I I o M I I FIELD VERIFY I I FIELDVERIFY Iih A J I 00 — o SEE S-3 FOR * — S3— — — I = — — — — RECESS OPT" 4 I CO 00 — [-v J HOSE N N L L - iv — — — BIB -10 S3 S3 C4F. Ilk (2) #5 VERCALS HOSE HOSE TI (2) #5 VERTICALS (2) #5 VERTICALS W/IN FILLED CELL BIB BIB W/IN FILLED CELL 1770IN FILLED CELL 1'-8" 8'-0" V-8" V-8" 8'-0" 40 V-8" 8'-0" 1'4" 6'-8" 6'-8" 0 11'4- 11'-4" 11'4" 13'-4" 1 22'-8" T-0" op 54'-4" FOUNDATION PLAN — RIGHT SIDE SCALE: Y4"=1'-0" N 0 N ti 0 t C� G C~� O cc C-7 CN - Gmx : 6" RI O y N t u7 df N °I E ' c o a cc ;y y m � � Cu -- in a >= � o w lit .1, i �,'�3.r``, l.,r`✓ W �` ., i:? , • .� r 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. a EE 8 N N U `R Co V oo N 6 m� a w N 00 LL J u- W W .4 aj M C w a Il cc: LL a Y Z z Z cc e °� 0 o L W D oddGw W LL (co 2)Z N Z O H Z U ❑❑❑ W QC) CI CA _u Y IAJ ;C V O u g L N LLl J E G 1 C) 0 a EI ra n H r0 i; n cor0oa LL C/i � c m15 8 JC LL> a W m r J M > I 1 c O .s y a) > w M 7U r rn CN 0 T L ) N C'V (ID N ii N uC� =3 N a r E 1\ 60 U W m M T C14 oo F--" pco Ln ;+= r CM LO CD QN 04 co N r r E 7 yj Z Z E B a E U -1 -p d Q 0 c: C -�i JOB NO: 23-05747-05752 SCALE : AS NOTED SHEET NO. 2.2