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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 8 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 UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN. __l 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN M " CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" #5 CONT REINF. SEE FIND. FOR ' QUANTITY #5 X 25" X 25" , CORNER BAR ONE �II FOR EA. HORIZ. REBAR, TYP. U.N.O. =sir �s3� TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=V-0" CMU WALL (1) #5 REBAR @ FILLED CELL 6x6 W1.4xVV1.4 W.W.F. • w° . 4f 4 A t • s • ° 10 •O 1 • • (4) #5 d ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING SCALE: 3/4"=1'-O" 15x5x3/8" A36 STEEL BASE PLATE �I SECTION A -A � 4 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE A A ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \CONCRETE SLAB FM24 BOLLARD DETAIL PER PLAN SCALE: 3/4" = 1'-0" 3'-0" x T-0" x 1'-0" w/ (4) #5 E.W. a CV 18'-4" it 18'-0" It 18'-0" A'-4" � 13'-4" 3'-8" 1 3'-8" 13'-4" r]'-0" '-0111, 13'-4" 3'-8" VERIFY VERIFY LOCATION OF A/C LOCATION OF A/C PAD A 0PAD FA 0. ��,♦.♦.�.�vc ♦_►e'�� : : ire. �-1'i�-t�' �� `�'�ii�•� IIII �-�ii�!-� F CONDENSATE ^0L -4"ELEV.FIN.LINE LINE 4" ELEV FIN. CONC.CONDENSATE OL J , -0" x T-0" x V-0" VERIFY w/ (4) #5 E.W. LOCATION OF ACC LCPAD L HOSE S3 2'-0" x Z-0" x V-0" BIB wl (3) #5 E.W. ILX�lCIL�O CONDENSATE - OIL 1 I -4" ELEV. FIN. LINE 1 LU CONC. SLAB 2 I 4.4" 4 4' 1 I 1 11 PROVIDE I "RECESS FOR r r 1 I— ROVIDEIY"RECESS FOR r VIE RL E 1— _ _ F_ SLIDING GLASS DOOR. REFS TO — -i - _ iI _ — —1 — — — — F I I I _ LI6IRG_MSnZO�EFI T 1 r _ —PR — — —1 SLIDING GLASS DOC 3. REFER TO I I MASON'S SCOPE FOR WIDTH I I I I SON'S SCOPE FOR WIDTH MASON'S SCOPE FO WIDTH I I ® I M PROVIDE LINE FOR � D1 I I I L PROVIDE LINE FOR I D1 ICE MAKER M I I M PROVIDE LINE FOR _D J ICE MAKER I E MAKER I I I I S3 S3 S3 I I I I I J r i 3 MIN. 3000 PSI CONC. SLAB FOR I 2" HERNANDO COUNTY ONLY. 3Y2" MIN. I ( I L _ ji LL 2500 PSI CONC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER ® I I I I SYMMETRICAL II I I INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. I TO BEAM W11#5 REBAR VERT. \ l• ABOVE SLAB. TYPICAL @ ALL I) IT I PLACES SHOWN HOOKED FTG. L�JJ I DOWELS 17"EMBEDMENT W125" EXT. ABOVE SLAB. GRADE 40 I STEEL I DBL. SINK I °Q I I I DBL. SINK w/ I I I I DBL. SINK w/ C.J, - _ _-_ JISPOSA _ DISPOSAL - _- _ _C.J. � C.J. DISPOSAL I ° - - � - - - -1 -�— I I I I p1 �� Ir) 11 I I Illl-J JII I I I ILJLJII I I I I IILJL--JI TYP.@ L - - -JLL =J =___JL___J L___JIL__==3 2-STORY U.N.O. I _- - _ — _ E3y-E=_ ]EI I 'C_ - I c 12 -5 ® I I U M 14'-6' b0 � 0'-0" ELEV. ® I FIN CONC. SLAB - - C.J. - — GG I S3 ® I I @ FOUNDATION 0 1 ,-4„ M I o0 I� I I IELEV. APPROX. LO 11-1/2" BELOW F.F. ELEV. CAN BE NO IMORE THAN 1-1/2" ■ IBELOW TOP OF — — — EGRESS DOOR THRESHOLD. FIELD VERIFY K PROVIDE 1/2" RECESS FOR S3 FRONT DOOR. REFER TO �r MASON'S SCOPE FOR WIDTH \0 E0 U ENV 12'-1" 12'-1" 5'-11" I of PWO III /PWO:NI I IPWA I cr U r` v I & cID I I 0 III I III I III 1, 3'-10" 14'-2" 14'- 3'-10'. I J I I I I OIL 0'-0" EL E I. I I ( 0. 0" ELE I. r FIN CON .SLAB I I FIN CON . SLAB 4— I I S3 I I S3 1 I I I @ FOUNDATION I I I I I @ FOUNDATION I I I I 2' 0" 2' 0'. I I 16-0 6'-0" 2' 0" I I � I III L_ JI--r--ILJ I I I I I I I I I L_ iI I I I I I I^ I I I I I #R� I K, HH.W IW, ,Hv 4\"RECESS F_L I LFRONT DOOR. REFER TO ONT DOOR. REFER T _ I --1-- 2'-10 ' 2'-10a" MASON"STFCOPE 011 WIDTH MASON'S SCOPE FOR WIDTH 2'-1 Oti 01 FM24 FM24 FM24 14 i , r, I I I I I I 4" I 4" -O' 4'-0" '-0" 0"1 10'-6" 10'-6" 0.. '-0" 4'-0" 1-8 1'-8" 4'-0„ 0" 0„ 0,-6„ 4 oD o c I j -4" ELEV. FIN. m I I -4" ELEV. FIN. I I I M -4" ELEV. FIN. I I u .00 `O I CONC. SLAB I I CONC. SLAB I CONC. SLAB I W01 In], I ELEV. APPROX. ® I PWO I I D1 I 2 I ELEV. CAN BE 1 �' D1 ■ C.J. s I C.J. I C.J. _ _ _ _ _ _ _ _ c ELEV, ROX. I I MORE THAN 1 112" o — —r — ° ■ I N I I N I 9 1-1/2" BELOW F.F11� I BELOW TOP OF in I o N 1'-4' 5'-8" I I I ELEV. CAN BE NO�� I EGRESS DOOR r�I 10 MORE THAN 1-1/ J. 3'-0" x T-0" x 1' 0" I I THRESHOLD. wl (4) #5 E.W. I I I I I 'T BELOW TOP OF ® n EGRESS DOOR I FIELD VERIFY ® I I I u 55 ( I I 55 I THRESHOLD. I I I 55 � ■ I Di I I I I D1 � FIELD VERIFY s3 orA S3 —� L_ — I J I YS3 I ■ _ ■ Q I I — "SEE S■ I — — — —S3 — L'RECESSS J FOR ■ Cc) - J L — — — — I l— —�_- _ N NI CS3 I ® - ■ BIB (2) #5 VERTICALS WIN FILLED CELL 8'-0" 11'-4" (2) #5 VERTICALS WIN FILLED CELL 1' BIB L S3 ■ HOSE BIB 1' (2) #5 VERTICALS W/IN FILLED CELL FOUNDATION PLAN SCALE: Y4"=1'-0" N :C CD N G r rh cr) C f1 CU U < G' _J .V u L= C s 0 0 C > a. ° w N N O N 0 �%%j1111lljjj r� 0 E Wk L��,,� F• 0 :.`QF•NS 750 •:* NG Cr r;•• S -T PJ E CF •. JCL/` 0iNifit- To the best of the Engineer's 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. p s� Q ttpp 0 eM O N J V N 6 yyl _j uy O OHO N # LL JLu Il (A � c*, a LL- a Y LLL at 3 1030 Z ram°' 0 0 W �rnrnca 00 a Z �yp = N cN+ILL Z 6 V _5 y W � z z c $ _Cx- N z m U O"'t/) C�f �V) ti M o� a w E o a Z• Z CC*CL O E a� ° 8 'y d i �a a mo a C/)v J w�aW a ° W1: 3 U $ � 10 �t R � O > CO N CO It N L N Cr co 00 W m N f— O c^o c N U-) CD E r r c M r c t'nA E T Iu Z e d y U J Q J JOB NO: 22-01714-01709 SCALE : AS NOTED SHEET NO. 2