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-v Cn co i v N 0 .a i rn 0 J 4 I r2 C1- cNO I v _ Cr 0 r` f rn J 00 M i r2 r M N 0 i v _ Q- cn i v+ C 0 3 rM O i 0 E 0 0 c J c 0 v J a> LZ M N 0 0 0 0 0 a CV O v 0 a; 0 0 z4 w x ME m a, v N 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 0 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 1/8" SAWCUT x 1/4 OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN Uj way co CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" -`;,;��- �•; #5 CONT REINF. SEE FND. FOR ! QUANTITY •••-' 'I'' #5 X 25" X 25" • �" '?'' • j; G CORNER BAR ONE - .; •. • FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 112"=l'-T (4) #5 REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING 5x5x3/8" A36 STEEL 1 „ BASE PLATE 5 5" SECTION A -A A SCALE:3/4"=1'-0" 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 ��j SCALE: 3/4" = 1'-0" 4 M CD 13'-4" VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C 3'-0" x T-0" x V-0" (2) #5's PAD PAD wl (4) #5 E.W. L L S3 2'-0" x 2'-0" x V-0" S HOSE-2'-0" x 2'-0" x V-0" S3 wl (3) #5 E.W. BIB BIB C w/ (3) #5 E.W. KOO-- --- I---- — — —4— CONDENSATE r�CONDIC3I NSATE 61 OL -4" ELEV. FIN. LINE 1 I LINEW -4" ELEV. FIN, 1 I A o CONC. SLAB 2 o CONIC. SLAB 2 S3 I I ; 1' 1' 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" T-10" 3'-10' 6'-8" 1 4 -a" I I 4.4" I _ I' 55 D1 TYP. @ 2-STORY U.N.O. T-0" x T-0" x V-0" w/ (4) #5 E.W. PROVIDE 1-V RECESS SLIDING GLASS DOOR. MASON'S SCOPE FOR 1 ® I M I S3 PROV �[1611 I I I MASC I I oo L PROVIDE LINE FOR -5a I I 00 1 PROVIDE LINE FOR I ICE MAKER D1 I I I D1 ICE MAKER I I p�J� ��II Ili J`i II I I 1 3Y2" MIN. 3000 PSI CONIC. SLAB FOR r N ` I � II I I �� j (I HERNANDO COUNTY ONLY. 3Y"MIN. I _ 2500 PSI CONIC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER ® I I DBL. SINK / 00 I I I DBL. SINK w/ C.J. - - - �DISPOSALCO I I DISPOSAL - - - , C.J. T I IIII �) II rJ III III c, II l� IIII I I "IL J JII I I I III JL_ JII 1 1 I L-- _JIL -® -.�I IL----JIL _ -J —E==_ I —E 12'-5 " 5'-104" 1 t 1 5'-91" 1. I PWO I SYMMETRICAL T-0" x T-0" x 14" VERIFY w/ (4) #5 E.W. LOCATION OF A/C AC PAD PAD L HOSE S3 2'-0" x 2'-0" x V-0" BIB wl (3) #5 E.W. c51 CONDENSATE -4" ELEV. FIN. LINE 1 Fii LL, 171, *CONC. SLAB o 2 1-0 q 6'-8" It 1 3'-10" 3'-10" 10 2'-8" 4-4" 1 1I I 1Y 2" RECESS FOR II _ P Dom" RECE DR--- — — — j— rLA�60UR. Remit r SLIDI IG GLASS DOOR. IEFER 0 I I I SCOPE FOR WIDTH I I MAS 'S SCOPE FOR V IDTH I I I" ICE M I I I cD M I ROVID ERE LINE FOR D S3 I I S3 �L JJ �t I °0 I DBL. SINK w/ &DDISPOSAL f C0 I I I I i iILJLJ° I I h,� t J�---- E3 „ I I 12'-2° 5op PWO I I PWO D1 I I D1 I U U I to U I I I I I I I I I I I I 14'-6'1 T-1 " L. 3'-10" 4'-2" 14'- T-10', I OL 0'-0" ELEV. ® I FIN CONIC. SLAB L - - C.J. _ I GG I S3 ® I I @ FOUNDATI( 13 JELEV. APPROX. 11-1/2" BELOW F.F. ELEV. CAN BE NO IMORE THAN 1-1/2" ■ IBELOW TOP OF r- EGRESS DOOR ITHRESHOLD. FIELD VERIFY I T PROVIDE 1/2" RECESS FOR DOOR. REFER TO MAFRONT SON'S SCOPE FOR WIDTH ■ I -4" / r I r-7 Irn r l l I I I Ir _I I_• I � I I I — — I GG S3 @ FOUNDATION �2�-,O- 2',0" I I 16'-0 LO _I —>—I— -'I IL -I\JI I I I(I )ll I I I I I^ I I I I I I I Y N ILA H I I a 2'-102'-1Oq" FM24 I FM24 I I I -0' 4'-0" L '-0" 0" L 10'-6" 1 V-6" II I � Q IUD 1jill ELEV. FIN. I I -4" ELEV. FIN. I CONIC. SLAB I I CONIC. SLAB PW01 ---- - -� D1 0 I " C.J. I C.J. o I I -4-5.8„ o� I I I _ _� c� N CV N L o I w/ (4) #5 E.W. I q S3 S3 �' '0 55 I I I 55 I D1 I D1 I ■ I I I 2'-6" x 2'•6" x V-0" Ir A 9 I I I wl (3) #5 E.W. S3 J I I J I I + I Q "SEE S-3 FOR RECESS OP T S3 BBSEL N J —(2) #5 VERTICALS MIN FILLED CELL 1_81 81_01, V-8" L V-8" (2) #5 VERTICALS MIN FILLED CELL r I I I I I I 4 I rill OL 0'-0"ELEV.0'-0" ELEV. FIN CONCLA . SLAB FIN CONC. SB I I C.J. C.J. GG S3 i @ FOUNDATION I I I I 6'-0,, 2' 0" III I � I III T I I L. J I I I I I I I I I F I I I I I F L ` 11 PROVIDE 1/2' RECESS FOR I I I PROVIDE 1/2" RECESS F R �4 S3 `� ILA AFRONT DOOR. REFER TO L FRONT DOOR. REFER T v I ASON'M0P-ETOR VNIDTH MASON'S SCOPE FOR WIDTH L 2'-10J" ® ® ® EO I ---I 4" -4" 0" '-0" 4'-0" / 1I-8 114, 4'-0" / O" O" I 10'-6" 4 00 4 -4" ELEV. FIN. I o CONC. SLAB ® I ® I PWO U 0 4 in C.J. — + _ C.J. N ® ELEV. 1BELOWOW F.F. IT I E1E2 . BELOWL PROX. b F,OW F.F. ED I ELEV. CAN BE NO I I I ELEV. CAN BE NO 55 MORE THAN 1-1/2" MORE THAN 1-1/2" BELOW TOP OF I I BELOW TOP OF I D1 =� EGRESS DOOR °0 EGRESS DOOR THRESHOLD. I I r" THRESHOLD. I T-6"x2'-6"xt'-0" w/ (3) #5 E.W. FIELD VERIFY I I FIELD VERIFY I I 4 00"Wil I I J S3 NI` L �t S3 I L S3 (N HOSE HOSE #5 VERTICALS BIB BIBZ1 MIN FILLED CELL M 6'-8" 6'-8" V-8" 8'-0" 1'-8° 13'-4" 11'-4" INDICATES FILLED CELL W13000 PSI CONC. GROUT FROM FTR. TO BEAM M 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG, DOWELS 17" EMBEDMENT W125" EXT, ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN - LEFT SIDE SCALE: Ye"=V-0" e+� N ;C2_ CIO w C2 "ms�c O 4+N]�iC C, a w d C= cc o A a CM 0 N N 0 ALE Wko" P,�0 • •NO CO' 50 ► o the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Flodde Building Code - Residendai 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a $ g " N " V d c J LL 0 fnNO� U, 61 yMa W Q U.�U.LL G (j 103 Z L N 4 0. 1 C, � H (� (� m J Q W E,Gop.cadum 0 Z y L Z 04 z O U ❑❑❑ Z W z z z rs� v QU) N �4--J U � Ow Ln c U E 8 I _ U 0 Q s� M M J LL. � a � wo a � rm a o 0 our rti � U 0 U z It a�wo C �� U� z 15 � y„ sZ a � w W 05 o T. > 00 T pt N ce) CO T s Cr rn aao m U)04 r F— O L0 M LA-) C .0 CN N4 O `I d IL.c) Lo c.6 � "r ui Eco � N 0) vi O c ? = E T— �`' a = a c0 a m JOB NO: 23-13143-13148 SCALE : AS NOTED SHEET NO. 2.1