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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 (4) #5 REBARS CONT. 5x5x3/8" A36 STEEL BASE PLATE 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 1/8" SAWCUT x 1/4' OR FIBERMESH REINF. SLAB THICKNESS SEE PLAN. WHERE SHOWN ON d FOUNDATION PLAN o "- CV ——� Z w CONTROL JOINT DETAIL SCALE:1 112"=1'-0" • °� CONT REINF. SEE FND. FOR �'. QUANTITY #5X25"X25" CORNER BAR ONE 7.:. FOR EA. HORIZ. -�° REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE:1 112"=1'-0" CMU WALL (1) #5 REBAR @ FILLED CELL 0 4" I 2'-0" 1 4" CMU BEARING WALL FOOTING f`! 1 1 Rd SECTION A -A SCALE: 3/4"=V-0" 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ M I N./MAX 3" EMBEDMENT \_CONCRETE SLAB FM24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = V-0" 18'-4" J 18'-0" J 18'-0" 18'-4" op 1'4' 13'-4" op 3'-8" t 3'-8"0 13'4" '-0" '-0" 13'-4" 0 3'-8" 01 3'-8" 0. 13'4" 1'4' 00 VERIFY VERIFY 3'-0" x T-O" x V-0" VERIFY VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C wl (4) #5 E.W. LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C T-O" x T-0" x V-0" PAD PAD L L PAD PAD 3'-0" x T-O" x 1'-0" wl (4) #5 E.W. L S3 S3 L wl (4) #5 E.W. S3 2'-O" x 2'-O" x V-0" HOSE HOSE 2'-O" x 2'-0" x V-0" 2'-O" x 2'-0" x 1'4' OSE 2'-0" x 2'-0" x II A" S3 HOSE wl (3) #5 E.W. w/ (3) #5 E.W. wl (3) #5 E.W. w/ (3) #5 E.W. � CONDENSATE F CONDENSATE CONDENSATE � CONDENSATE � 4' ELEV. FIN.LINE I I I LINE _4" ELEV. FIN. I 4' ELEV. FIN. LINE I LINE -4" ELEV. FIN. 29 rA to 3 o CONIC. SLAB 2 o CONIC. SLAB 2 CONIC. SLAB 2 o CONIC. SLAB CO I cn I I cn I I cn I I cn I S3 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10" 6'-8" '-0" '- 6'-8" 3'-10" 3'-10" 2'-8" 2'-8" 3'-10" 3'-10" 6'-8" 1'4' -4" 4-4" -4" -4" ip q PROVIDE 11�RECESS FOR -- I I— I 1 y" RECESS FOR RECESS FOR I— 9 _ SLIDING GLASS DOOR. REFE TO — — — ——RROVIDE I _ I I LIMING GLASS DOOR. REFER TO r -1 FMASON'S _ _PROVIDE-' — — _I — — SLIDING GLASS DO R. REREFER TO 1 I -I —j _ _ _ t q SCOPE FOR WIDTH I I IL I ASON'S SCOPE FOR WIDTH MASON'S SCOPE FO WIDTH I ® I M PROVIDE LINE FOR .�5 D1 I I I I ROVIDE LINE FOR co I I D1 CE MAKER I I PROVIDE LINE FOR ICE MAKER D1 I 1 1 D1 PROVIDE LINE FOR I S3 I ICE MAKER I 3 S3 I ICE MAKER I S3 I 11I I I INDICATES FILLED CELL W13000 I IT PSI CONC. GROUT FROM FTR. �I Y I(I J / I' y Y J I I I( t ) (III cat T r Y Y I I M" MIN. 3000 PSI CONIC. SLAB FOR '� I I T I �� (I HERNANDO COUNTY ONLY. 3Y" MIN. I I TO BEAM WI 1#5 REBAR VERT. p ( ABOVE SLAB. TYPICAL @ ALL Y I l I I �� (I II r I I N LO \ JJ 1 L\_ L / 2500 PSI CONIC. SLAB OVER 6 MIL. I I VISQUEEN VAPOR BARRIER PLACES SHOWN HOOKED FTG. L\ LL t 11 DOWELS 17" EMBEDMENTWl25" I I BOVE SLAB. GRADE 40 ® I I STEEL I DBL. SINK C.J. _ - - �DISPOSA w/ I I I I I DBLSINK w/ I I DISPOSAL _ _ _ C.J. � DBL. SINK wl 1 I C.J.1- - - , DISPOSAL D L.SINK w/ DISPOSAL- _ _ _ , C.J. ,0 55 - - _�__ = -- - - - - -�= - - - - - - -I (- (� - ----- - F_ - �F---� 55 co �' D1 I (III �> I I III J J �� III JII III �� I I �� III I I I I I I III JL III I , , I I III �> II �� III I I I III J� -ill I I I III �� IL J I I �� illl I J Jlll I D1 TYP.@ L---JL-- I -J L====JL___J I I L___JL=---J I L= ==JL J I TYP.@ 2-STORY U.N.O. _ — _ I = — — = = -� — — —� -E — - —- 2-STORY U.N.O. 0 12'-5" 5'-11 " 5'-11 " 12'-1 " 12'-1 " 5'-11 " 5 11 " 12'-5" 01 o Of I ® I I I IEI I PWO I I PWO I ( PWO I I I U U - ih ca I I co I m I cp I Cl) I - Y Arm 14' 6' 3'-1 I - 13' 10" I- I 1 I 4' 2" I 14'- 1 1 I 3'-10' 13 -10" I I 4'-6" �� I I �� I �� MI O I I I I I I I o I I I O I I 19oll 0' 0" ELEV. r I I I I r I 0'-0" ELE I FIN CON .SLAB 0'-0" ELEV.T' FIN CONC.SLAB I 1 I T I I 0'-0" ELEV. M ® I FIN CONIC. SLAB I I I II I I FIN CONC. SLAB 1gg C.J. _ _ I I _ ;�, I I C.J. � C.J. 00 00 I I _ _ C.J. I I C 1 I GG I I GG I I I 1 GG I co I I I I S3 I D ® 1@ FOUNDATION I I I I I I @ FOU DATION I I I@ FOUNDATION DATION I I 1 @ FOUNDATION I ® o M 0 1 '-4" I I 2' 0" 2' 0" I I _ - 16'-0 6'-0" 2' 0" I I 16 " o I M I I—I�---1 I I 11 I I 1 I I I I I I I I I12 -- ,I I Ir-- I I 10 ® � JI I� L- iI IL I\ll I I I I ,1 I I I I I- I I I 1 �-' I- 10 N IELEV. APPROX. F- I I I I F- I I I T I I I I^ PROX. 10 1-112" BELOW F.F. IELEV. I I I 1 I I I I 1 I I I 1 1 1E2 BELOW F.F. CAN BE NO (MORE THAN 1 112" I I �4 �\ 1 I %� -Ni JI )I �1 I I / J \ �\ ELEV. CAN BE NO 1>I I I MORE THAN 1-1/2" ■ (BELOW TOP OF — — — L J I— — — — — I \=� J — — — BELOW TOP OF ■ EGRESS DOOR I - EGRESS DOOR I \I - \4 (THRESHOLD. FIELD I I \I I THRESHOLD. FIELD 1 ;n VERIFY K PROVIDE 112"RECESS FOR S3 N Ik L� HI / 1 I I /I N _`k1AAf� K I CO S3 PROVIDE 112"RECESS FOR I I K PROVIDE 112" RECESS F R S3 N I� W,HI / I 71 I_� �' �� N K VERIFY CO S3 PROVIDE 112" RECESS FdR �ONT DOOR. REFER TO v I MASON'S SCOPE FOR WIDTH 2'- 0J' 2'-104" I FRONT DOOR. REFER TO MASON'S SCOPE FOR WIDTH FRONT DOOR. REFER T MASON'S SCOPE FOR WIDTH r I 2'-1 Oj" 2'-104" I v FRONT DOOR. REFER MASON'S SCOPE FOR WIDTH LO FM24 FM24 FM24 FM24 ■ ® ® ® I ® ® ® ® I ® IEI ® ■ V/ C/ 4" -4„ I I ,_01' I I I I I / I I I I 4'-0" -0" 0" 10'-6" 10'-6" 0" '-0" 4'-0" 1I-8 1'-8" 4'_0" 0" 011,I 0'-6" 10'-6" 0" _O" 4'_0" 0 q °" 11 in -4" ELEV. FIN. o �0 I I -4" ELEV. FIN. I o I 60 I "' o 4' ELEV. FIN. o I I 4' ELEV. FIN 0 0 `o I CONIC. SLAB I I CONC. SLAB I CONC. SLAB CONC. SLAB ,00f, CO 1 PW01 ® I ELEV. APPROX. ® I PW01 I I - - - - - - D1 � ( 1 I 1-1/2" BELOW F.F. — — I � 2 ELEV. CAN BE NO — — ■ C.J. _ 1- - - - I = - - - ,- C.J. 1 - - o ELEV. ROX. I MORE THAN 1 112" o C.J. C.J. - I ■ - _ - r - ■ N w I I N W I ;n 1 112" BELOW F.F.II� I Ell BELOW TOP OF 10 I a N 1 1 ■ 1'-4" 5'-8" o I I o ELEV. CAN BE Nd t I EGRESS DOOR 5'-8" 1'-4" T-O" x 3A" x V-0" 1 I � I MORE THAN 1-1/21- 1 THRESHOLD. I I I T-0" x T-0" x V-0" w/ (4) #5 EW. N L o I o I 1 I F- BELOW TOP OF FIELD VERIFY 9 1 L N w/ (4) #5 E.W. S3 S3 I I ® T EGRESS DOOR I ® I I I I S3 S3 55 I I 55 I THRESHOLD. 1 1 1 55 I I 1 55 D1 I 1 D1 FIELD VERIFY D1 I I D1 ■ I , I 1 , I �. 1 I� � I I I � I I � I I' I I I I I = S3 J I I I S3 o I "SEE S3 - I I S3 ■ ■ S3 S3 I 1 Q S-3 FOR 'n I ■ L * "SEE S-3 FOR b 1 `n (0 RECESS OPT." L L — — — — — — _j 1 — — — — — RECESS OPT." N L L I iv + ® ■ T�,V�v S3 S3 HOSE ■HOSE (2) #5 VERTICALS (2) #5 VERTICALS HSE (2) #5 VERTICALS (2) #5 VERTICALS HOSE BIB WIIN FILLED CELL WIN FILLED CELL BIB BIB W/IN FILLED CELL W/IN FILLED CELL BIB 10 1'-8" 8'-0" V-8" V-8" 8'-0" V-8" V-8" 8'-0" V-8" V-8" 8'-0" V-8" 1 V-4" 11'4" 1 V-4" 1 V-4" 6-8" 6'-8" 01 7'-0" 22'-8" 13'-4" 22'-8" Ak7'-0" 72'-8" FOUNDATION PLAN SCALE: )/4"=V-0" C'V ca 0 =o C2 oo o � a v co"_ L— C= cc f-.) N _ -o an x _ C u'- d H f0 O a- N N O lO Q N � � 3 d W o c.j W _C�o � T y Q- c � m o a Ccp e z ter • \r` � ``r cli L d�ryi� s�, .ffldjj 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. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W a 0 E M ° O 0) O N CMO C c0 O H 5 X) N c; a LL •J W a �<Lt' a Y m c n W __. :a o o W C-, �_ O W T. U °' M ZLL Q ZN O U W 0p o N 80 N Q J 0- E3 M 0 S W cn LLJ O w g t,es Y V) �N Ri F- U CLi w � •. r — J E mI L U z :1: i11 C) o m N m �m rl— CDw co J ¢ Z CM M oO m � J U- Q E w� -0 w >N Zo 0 UU (D F oa j0 O E �� gr aZ CN t woo r U5 aQ oY mo o, CUOa� J 10g aw Z5 0 Cl) Q m oo� zz son N C 2i w aZ mw Mill v a0 �~ � o coMj w¢ >° a oQ °� o T— > d' _ C m NO � � Co T N L CN N r CAI LJ 00 _0 0 N r m LO O Lo N _ Ln O �r r T 1� � o E m O Z6 Z z E M a E U -i Q p C JOB NO: 22-09475-09478 SCALE : AS NOTED SHEET NO. 2 fY�t