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•_ ■ d�LWW1U41�.uIkYWiIIU.e,Lll Ji11� JILrw..: „ E 11 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 OR FIBERMESH REINF. SEE PLAN. —, 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN w gw co CL CONTROL JOINT DETAIL SCALE: 1112"=VI ••?•"�, y"''�"• •' #5 CONT REINF. ' SEE FND. FOR QUANTITY , #5 X 25" X 25" • ' CORNER BAR ONE }`;%}: •• FOR EA. HORIZ. "`' •, REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 1/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL I W 1.4xW 1.4 W.W.F. e e^ e eV d i 4 e d Q ' < d ` e :- 0 A (4) #5 REBARS CONT. 4" 2'-1 4" CMU BEARING WALL FOOTING 1 SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLAT : ] b SECTION A -A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT CONCRETE SLAB M24 BOLLARD DETAIL PER PLAN SCALE: 3l4" = V-0" 11 SIG , SYMMETRICAL 13'.4" VERIFY VERIFY f tV-10" VERIFY ELLOCATION OF A/C LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C AC PA SE ♦♦♦ �r ♦♦♦►♦ ::♦ ►_♦��I �1�11'iii �` ��ili7/� IIII ��ili� ►� ��If 1�117 ��1�il�� IIII ♦l ►♦. r♦ ♦ ♦ ♦ �� l ♦ i.♦, ♦. CONDENSATE CONDENSATE CONDENSATE LINE LINE LINE U.1 OL 4" ELEV. FIN. uj OL 4" ELEV FIN. FIN. 12_ \)w CONIC. SLAB ')w CONIC. SLAB CONIC. SLAB cn co cn _ o _ • 11. n,• ih I J I I 1 I 'A 4" 1_ I I. I I I I I I '? -4" 1 1 1 1 1 1 1 _ I I '?I -4- PROVIDE 1 Y" RECESS FOR _ _ r _ _ _ _ _ _ _ _ ROVIDE 1 Y"RECESS FOR f SLIDING GLASS DOOR. REFE TO — + I I j j — C(61NGZ;FASWCORF ZEFETTO I r `r I MASON'S SCOPE FOR WIDTH I I SONS SCOPE FOR WIDTH I M L_ PROVIDE LINE FOR in I I PROVIDE LINE FOR M ® S3 I ICE MAKER D1 I I I D1 ICE MAKER771 1 S3 I 7. 11 y )_ 3 2" MIN. 3000 PSI CONC. SLAB FOR "' I I r I I II T I I /�j (I HERNANDO COUNTY ONLY. 3Y"MIN. I L J1 IL 2500 PSI CONIC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER ® I I I I I DBL. SINK w/ I ' I DBL. SINKw/ ' C.J. — —_ —_ ,DISPOSAL DISPOSAL _ _ C.J. I 'a D1 I IIII �� II �� III II 0 II 0 III I 111� J J11 I I I 11 L- JL Al I I I TYP.@ I L___JIL-- —3 —J 2-STORY U.N.O. I —E— — — 2' ., " O ' 1 -5 ® I I c I 0 I I 14'-6' � I 1 OL 0'-0" ELEV. ® I FIN CONC. SLAB C.J, _ "' GG ® I I S3 I @ FOUNDATI( 0 T 1 ,4„ M UD (ELEV, APPROX. I I1-1/2" BELOW F.F. ELEV. CAN BE NO IMORE THAN 1.112" ■ IBELOW TOP OF — — EGRESS DOOR ITHRESHOLD. FIELD E IVERIFY PROVIDE 1/2" RECESS FOR CD S FRONT DOOR. REFER TO v MI SCOPE FOR WIDTH ■ IT /1i. In IID 1 _ 3'-0" x T-0" x V-0" w/ (4) #5 E.W. IV 5-11 5-11 12-1 of PWO I I PWO I I U I I I I I I I I 3'-1 " 6 3'-10" 4'-2" I — — PROVIDES R 2S FOR— — SLIDING GLASS DO R, REFER TO I I I I MASON'S SCOPE FO WIDTH I I M PROVIDE LINE FOR ICE MAKER4, D1 S3 I I I °Q I DBL. SINK w/ o0 DISPOSAL I CO I I NI (� ' —JI I L--LLLJLJ� -E — - - �-- 12'-1" PWO = D1 I nt�o C cDC3I IT7b I I 14'-21- S-10" I L O I I I I �' II EL E . I I II ELEV. T ' FIN CON . SLAB I I FIN CON0. SLAB I 60 I c.J. - - -�—+ - - C. CD CD I I I I GG I I GG I I I @ FOUNDATION I @ I I S3 I I I I FOUNDATION I I I I I 2' 0" 2' 0" I I 16'-0 6'-0" 2' 0" LO -77 L_ JI—T—IL-- J I I ' I I I= I I I L iI I I I I I I I l is I I I I^ I I I I I r L � \ C, I CO HI / \ I /I cv K I I I K N I W.H� / L� AAA_�J S3 is PROVIDE 10 RECESS FOR PROVIDE 1/2" RECESS F R �4 S3 L� �..r I I LFRONT DOOR, REFER TO J L FRONT DOOR. REFER T v I 2 - 0t2'-10jMASTN'S STOPE FOR WIDTH MASON'S SCOPE FOR WIDTH 2 -101 FM24 FM24 FM24 I I I I 4" / ji-, 4"10'-6" 10'-6" 0" '-0" 4'-0" 1-8 " 4'_O" " 0" o o I Q -4" ELEV. FIN. CD I 4" ELEV. FIN. I � I I CV) `r 4" ELEV. FIN. I I tO CONC. SLAB I I CONC. SLAB I CONC. SLAB Pwo1 ® I ELEV, APPROX. ® I Pwo D1 I I - — — 2 ELEV. CAN E NO ■ I _ C.J. ■ _ _ I _ = C.J_ EL EV• ROX. I I MORE THAN 1 112" _ _ _. C.J. _bg I N I I- N I 1-112" BELOW F.F11� I BELOW TOP OF r I o N W o I I W o ELEV. CAN BE Np� MORE THAN 1-1/2r I I EGRESS DOOR THRESHOLD. N L "b) C-� _, I - I I I I ® "T BELOW TOP OF Ir FIELD VERIFY ® I I n S3 S3 I I EGRESS DOOR IIIIIII 55 I I 55 I THRESHOLD. I I I 55 ■ I D1 I I I I D1 FIELDVERIFY I�LO JrA M I I S3 J CD + I c "SEE S-3 FOR I S3 = I I S3 I : :CS S3 II I = L u' RECESS OPT." _ I � L_ — — — — — — J = I J ]SE Lt�;HOSE T�11 1 1 (2) #5 VERTCALStH'[ HOHOSE (2) #5 VERTICALS (2) #5 VERTICALS BIB WIIN FILLED CELL WAN FILLED CELL BIB BIB WIIN FILLED CELL 8'-0" 1'-8" 1'-8" 8'-0" 11'4" 1 V-4" 6-8" 11 V-8" 8'-0" V-8" INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM W/ 1#5 REBAR VERT. ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT WI 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: Ya"=V-0" en N 0 Cv 00 G2 C7 -_ N VJ p = as � v m T C C � O d U N C=) CV t�LI ��'°✓r Ln ,,,,,,,P G V o n. -NO Inc= 't 7 •j; it -C C� 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. Cb w C N M ENOU. ajMer C hk u_ JLL� 5 'Cic W D_ a Y z— CC W �gm A�°'°'LL 0 m W 04 m Z d ZN U O ch z z z � o LL N o- �•U oc c6 2 8 C) s.ts, s o J< < z ss� Z � 0 �g '--4 '0 Q E V E � Za c3 a 9 M S E A �I 00 oZ6 Z F- y 0 ig E Z �w CA C CMC iaa O 0 � o Z` z CO � J y 0 Q W zo v3 � Fb o� 4 �o W v� a� 3 do rla o 0 •� O B >t\ CN ` 0 F� Lid cN Co O `� o CV Cr CV a 00 W a 0 o r (\) a N O In M M LO Lo 04 Q O rn NLo I n r E 1 0 M = iri N c Z m Z E r11 d c m a -j o :� a 0 c JOB NO: 23-00582-00577 SCALE : AS NOTED SHEET NO. 2