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rs 3 i M LO 0 v v- C/) 0 cV n I rn J i r•7 r2 1 rn i CD N r� 0 a- 0 CV n i J 00 M i r2 1 N M N 0 v rs C cV 0 i CL FR N N E: CU x 0 c J 0 J a, r7 N 0 1 0 N S 0 a N O CN N 0 0 r-4 w 0 z W w m 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 SIN 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 w z -7 'x w� CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" #5 CONT REINF. SEE FND, FOR QUANTITY ,; sh. ''• #5X25"X25" • ". CORNER BAR ONE r..... - .1 `.;. 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. 9AV 4° \ 4 \ ° 4 q0 e• e • • .__J 4 e (4) #5 __ _ a° ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL 1 BASE PLATE 0 In 4 SECTION A -A SYMMETRICAL 18'-0" 18'-0" 18'-4" 3'-8" 13'-4" J'-0" '-0 13'-4" 3'-8" 3'-8" 13'-4" io1'-4° VERIFY 3'-0" x 3'-0" x V-0" AC PAD LOCATION OF A/C w/ (4) #5 E.W. — PAD --HOSE L BIB 2'-0" x r-0" x V-0" S3 wl (3) #5 E.W. mm - - - 7 I I— CONDENSATE I 4--; LINE OIL -4" ELEV. FIN. 1 Cl CONC. SLAB �, 1' 2 2'-8" 3'-10" 3'-10" 6'-8" � I VERIFY LOCATION OF A/C AC PAD PAD L 100Q S3 2'-0" x 2'-0" x V-0" c w/ (3) #5 E.W. VERIFY AC PAD LOCATION OF A/C PAD (2) #5's L 7-0" x 2' 0" x 1'-0"Jff- S3 w/ (3) #5 E.W. v CONDENSATE 7 F CONDENSATE I� LINE I LINE 1 4" ELEV. FIN. I I OL -4" ELEV. FIN. CONC. SLAB 1 CONC. SLAB w a 2 y 2 0 ti,_0„ I I d n 1' -- I I— —I — — — PR VIDE 1 " RECEn''S FOR — — P VIDE 1 V RECESS FOR _ — 4FOR I — — I _ _ _ PRIDE 1 RECESS FOR I_ I I SLI ING G SS DOOR. REFE TO I r II�LA3�bOIT. R TO- I I I — t SLIDING G SS DOOR, REFER TO z I I I I MA ON'S OPE FOR WIDTH I I M SON'S SCOPE FOR WID MA N'S S OPE FOR WIDTH PROVIDE LINE FOR PROVIDE LIN-PROVIDE LINE FOR INDICATES FILLED CELL W/3000 ID1 ICE MAKER I S3I ICE MAKER I I ( D1 ICE MAKER I S3 PSI CONIC. GROUT FROM FTR. TO BEAM WI 1 #5 REBAR VERT. I� I�•L I I I F\ � III I I/ •L I I _ I ABOVE SLAB. TYPICAL @ ALL 3 2" MIN. 3000 PSI CONIC, SLAB FOR I PLACES SHOWN HOOKED FTG. lit (I 1 I f I T I HERNANDO COUNTY ONLY. 3Y� PSI CONIC. SLAB OVER 6 MILIN I I \�11 T Ijl" ' lJ T I T DOWELS 17" EMBEDMENT W125" EXT. ABOVE SLAB. GRADE 40 I I I VISQUEEN VAPOR BARRIER STEEL D®BIGINVIllwl I � I I I I DBL. SINK w/ I I I coo DBL. SINK w/ DISRIDSRDSAL - - - C.J. C.J. _ _ _ DISPOSAL DISPOS I III � II �, IIII I I I I IIII �� II �� III ul ��IIII I T III-JLJIII I I I , I Illl_JL-JII I I I Ill_ L.Jil1 1 I I L- -�- I I_ _� - =�- IE -2_ =-AIL _—� 6-9$" 12'-2$" I I 12'-2j" 5'-9 " 5'-10 " 12'-5j' W01 I I I I W01 I I PWO1 D1 a D1 D1 CD d d CD I l l I � I I I I I l l Cn T-10" 4'-2" I I 14'- T-10" I 13 -10" r-1 I I Igk r� 4 0'-0" ELEV. I I 0'-0" ELEV. I � I I I I r FIN CONC. SLAB I I FIN CONC. SLAB I I I I -�-1— I- 4 - C.J. - - �- -+--I- - - c,J_ CD s3 I I s3 I I I I @FOUNDATION I I I I I@ FOUNDATION 2' 0" 16'-0 6'-0" I I 2' 0" 2' 0" 10 Ile IL_,I\j I I I I I I L_,I\iI IL I,i I I K a° I K cD ( I I I I I_ 1 ' JH CV rD I CV I / CV _ �� S3 P OVID 1/2" RECESS FOR ROVIDE 1/2" RECESS FOR S3 L.L U�_ I v FONT DOOR. REFER TO � ILO DOOR. REFER TO J v I I '-10i" SON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2'-10j" - Oj" FM24 FM24 FM24 I II I 10,-6„ I I 0„ „ 4,_0„ 1 J 8„ '_�„ 4, 0„ Loluolll I I 10'-6" 10'-6„ 4 -4" ELEV. FIN. M ` ZD I I CONC. SLAB I I I I � I -4" ELEV. FIN. I (cQo PW01 I ® I ® I CONC. SLAB PW0 2 C.J. I I C.J. C.0 I I0 I 4'-6" I I 0'-0" ELEV. FIN CONC. SLAB -�--- GG ( S3 I @ FOUNDATION I 16 � I I I 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 VERIFYI S3 PROVIDE 1/2" RECESS FOR I v FRONT DOOR. REFER TO J MASON'S SCOPE FOR WIDTH ® ED MI ■ I -4" I I -4" ELEV. FIN. CONC. SLAB U C.J. ---+- W - o 4 - - - -I I - - - �_ C.J. _ + _ C.J. I a I a N I V. APPROX. X. I v l ELEV. PPRO I y� I I= �"' " T-0" x T-0" x V-0" 2" 0 SCH40 STEEL PIPE o I ELEV. 0 r A � I I I o I w/(4)#5E.W. w/ GALV. G120 FILLED 10 I I I ® 1-1/2 BELOW F.F. I1.1/2 BELOW F.k ELEV. CAN w/ CONCRETE I I I 55 MORE THANBE NO I I IMO E THAN 1 LEV. CAN BE1120 55 I I I 55 i D1 I BELOW TOP OF I I BELOW TOP OF A A I I r s" x 2'-s" x 1' o" I �, EGRESS DOORo? I I EGRESS DOOR �, I 2' 6" x z' s" x 1-.0- w/ (3) #5 E.W. THRESHOLD. I THRESHOLD. w/ (3) 95 E.W. I I q (4) 1/2 x33/4 WEDGE M I I FIELD VERIFY I I FIELD VERIFY IM A ANCHOR BOLTS w/ I I J I 00 _ — — J I I I J I S3 f I MIN./MAX. 3" S3 EMBEDMENT * — — — — i ` S3 — J RECESS OPT.- I 05 I SEE S•3 FOR oL. — --T -- j SCALE: 3/4"=1'-O" \—CONCRETE SLAB PER PLAN KFM24 BOLLARD DETAIL SCALE: 3/4" = 1'-0" iy N L S3 L S3 CV HOSE 81B HOSE BIB (2) #5 VERTICALS WIN FILLED CELL (2) #5 VERTICALS WAN FILLED CELL (2) #5 VERTICALS WIN FILLED CELL 8'-0" 1'-8" 1'-8" 8'-0" 11'-4" 1'-8" 8'-0" 1'-8" 6'-8" 6'-8" 13'-4" 54'-4" HOSE -BIB A S3 T-0" x 3'-0" x V-0" w/ (4) #5 E.W. N to 55 to D1 �' TYP. @ 2-STORY U.N.O. C? ►� � ^ter;!►�� O c� N 3'-0" x 3'-0" x V-0" iN w/ (4) #5 E.W. 3S3 FOUNDATION PLAN — RIGHT SIDE, SCALE: Y4"=1'-0" M Ux � Aso N C.1 N an at + • C u- a- �Mo_ y y G Q �N Y d j C 0 C' d y E� 0 a w M 0 N N 0 `,�►{IIII/1// LEW ko • Cv:'•No PE7 50 .•* r STATE Q'= o the best of the Engineers knowledge, information and belief, the structural plans and speraflcations 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 a N d C ('y/ J ? co LL U. I'li Q N 1 7 0 � LL IL d a C13Z LLii rn 0 Q fd ILo 0 M z N �^ z od ❑1 W C7 m L z p�p oqM z "p z E3N v) Z W ' $ " �N 5 - w r— M E 8 s � o �w E Q w L {D 141 E oQoz U O z �E a� H g <o W n IU zM m s• $ 3 wm q� aW Zz go W IE ap a ?4_ JQ M y T > 00 v 0 co IT ( N M ~ T r Cr r QOCN m p 11 M Litt C N o G Ln CO { N t Ln T 6 CNI _) z z c E T E o ?: c 0- 0 ¢ o JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 2.2