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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 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. � 1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" ='•'"•=•-;"' #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" �" :: •; h, •e I' 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 6x6 W 1.4xW 1.4 W.W.F. ° e< 4 d � a Q d ° a ;i • ° ° Q T (4) #5 ° ° REBARS CONT. 4" 2'-0" 4" CMU BEARING WALL FOOTING i SCALE: 3/4"=V-0" 5x5x3/8" A36 STEEL BASE PLA= t; .151 1 SECTION A —A 2" 0 SCH40 STEEL PIPE w/ GALV. G120 FILLED w/ CONCRETE q q ELECTRIC (4) 1 /2"x3 3/4" WEDGE ANCHOR BOLTS w/ MIN./MAX. 3" EMBEDMENT \_CONCRETE SLAB rFM'2�4BOLLARD DETAIL PER PLAN ��j SCALE: 3/4" = 1'-0" SYMMETRICAL VERIFY VERIFY 3' 0" x 3'•0" x V_0" VERIFY LOCATION OF A/C AC PAD AC PAD LOCATION OF A/C w/ (4) #5 E.W. LOCATION OF A/C UCPAD T-O" x T-0" x V-0" PAD PAD L PAD w/ (4) #5 E.W. L S3 L HOSE S3 2'-0" x 2'-0" x 1'•0" OSE HOS 2'-0" x r-o^ x 1'-0" S3 r•0" x 2'•0" x 1'•0" gib w/ (3) #5 E.W. w/ (3) #5 E.W. w/ (3) #5 E.W. BIB CONDO F CONDENSATE CONDENSATE 4' ELEV. FIN.LINE I LINE -4" ELEV. FIN. I -4" ELEV. FIN. LINE I A 1Uj 1 a_ CONC. SLAB 2 I I o CONC. SLAB 2 I I CONC. SLAB 2 S3 �, co�, 1& 6'-8"Lo S-10" LO 3'-10" 2'-8" 2'-8" L. 3'-10" 1A. 3'-10" LO 6-8" '-0" '- " 6'-8" 3'-10" T-10" 2'-8" 40 .4" -4" 4" o PROVIDE �" RECESS FOR — — — 1 _ r —� — — — — ROVIDE 1 Y" RECESS FOR I _ _ _PRWI E_!,�! RECESS FOR — — r— SLIDING GLASS F0_0R_RE_FIJF TO I I LIDINGSLASS 00 '-RREFER TO r SLIDING GLASS DO R. REFER TO I I F `r I MASON'S SCOPE FOR WIDTH OP L I ASON'S SCOPE FOR WIDTH I I MASON'S SCOPE FO WIDTH I 00 J I I - - 65 io I I 1 00 PROVIDE LINE FOR PROVIDE LINE FOR ® I M 00 PROVIDE LINE FOR D1 D1 ICE MAKER I ICE MAKER D1 M I I M I S3 I ICE MAKER I I 1) S3 I I I S3 17771 r7i� 4,—,-n iv i I I 1 3Y" MIN. 3000 PSI CONC. SLAB FOR 1 ` I I 'n ( I r B S I T II T 11( f 1 HERNANDO COUNTY ONLY. 3Y" MIN, L __ jJ Lt�� 2500 PSI CONC. SLAB OVER 6 MIL. VISQUEEN VAPOR BARRIER ® I I I I DBL. SINK wl O0 I ' I DBL. SINK w/ I I I DBL. SINK w/ I I I o0 _ _ fO DISPOSAL CD C.J. � - - _--DISPOSA _ _C.J. C.J. � DISPOSAL - - � - - - -1 I r> 11 �> II� I` �— I ( I I kf 1 IILJ J LJJ I I I I I I LI I I I-JI`J TYP.@ I L---J€L=� =�l �_=-3L---� L 2-STORY U.N.O. I _ _ —- I — — _ _ I ( '�_ _ — - q 12'-5" 5'-11"1 1 5'-11" 12'-1" 12'-1" 5'-11" ® I I Pw0 I I PWO I I I I PWO U dI I C5 14'-6' 3'-1 " I I T-10" 4'-2" 14'- T-10' 40 00 Cn M ' 0 1 I I I I I I o I I 1 0 t2 r 0'-0" ELEV. I I 0'-0" ELE 0'-0" ELEV. I I I I I I FIN CON . SLAB FIN CON . SLAB ® I FIN CONC. SLAB — C.J. C.J. 00 — — I C.J. _ co M I GG I GG I I� GG I I I I I S3 I I S3 I I S3 I ® I I @ FOUNDATION I I I I I I I @ FOUNDATION I I I I I @FOUNDATION I I I I 0 1 '-4" I I 2' 0" 2' 0" I I 16'-0 6'-0" _ 2' 0" 00 I �_ ,I—�I�--� I I I I I I I r ® I �I IL j I I_ I l L iI 1 N ;� IE,� BELOW ( ow F.F. ELEV. CAN BE NO I I // I IMORE THAN 1 112 �\ i �� //� I I — �l L ■ IBELOW TOP OF — — — L EGRESS DOOR I (VERIFY OLD, FIELD�I I CD K `° .HI / \ I N K I ' I is K N I' W.H� / I CD PROVIDE 112"RECESS FOR S3 N �� _ T -/J S3 PROVIDE 112" RECESS FOR PROVIDE 112" RECESS F R S3 L� FRONT DOOR. REFER TO v I I a FRONT DOOR. REFER TO FRONT DOOR. REFER T v MASONS SCOPE FOR WIDTH 2'- 0 ' 2'-10 " MASON'S SCOPE FOR WIDTH MASONS SCOPE FOR WIDTH 2-10ti ■ ® ® EG FM24 I FM24 ® M1 ® ® FM24 •4" / I I I I I �" / -4" / I 4'-0" -0" 0" I 10'-6" 10'-6" 0" '-0" 4'-0" 1I-8 1'-8" 4'_0" 0" 0" I 0' 6" co 40 I _ o -4" ELEV. FIN. 9 I 1 00 ;�, -4" ELEV. FIN. I I " `r -4" ELEV. FIN. I I is CONC. SLAB I I CONC. SLAB I CONC. SLAB I Pw01 ® I ELEV. APPROX. ® I PW01 — — I ' D1 I 2 I ELEV. CAN NO I " Q1 ■ I _ C.J. _ _ _ I _ _ C. _ ELI I MORE THAN 1-1/2" _ _ _T C.J. _ EV. ROX. ■ I I I 1 112" BELOW F.F _ w N k N W 11� I BELOW TOP OF I a N 1'-4" 5'-8" I I oI ELEV. CAN BE NA I EGRESS DOOR �� T-O" x T-0" x 1'-0° I MORE THAN 1-1/4" I THRESHOLD. w/ (4) #5 E.W. N L o 1 q I I 1 I F- BELOW TOP OF FIELD VERIFY Q S3 S3 LO I I I I 55 I ® T EGRESS DOOR I I ® I 55 D1 I I D1 FIELD VERIFY ( I D1 o I I I 1 1 [cop I I l l o A co l I I I I I M S3-- q "SEES 3 FOR S3 _ I S3 I ■ _ ■ S3 RECESS OPT.' T — — — -I ■ I ■ — — — — — N L L ZV ® ■ S3 I S3 ■QF HOSE (2) #5 VERTICALS HOSE HOSE (2) #5 VERTICALS (2) #5 VERTICALS BIB BIB BIB WIN FILLED CELL W/IN FILLED CELL WIN FILLED CELL V-8" 8'-0" 1'-8" V-8" 8'-0" V-8" 11'4' 11'4" 6-8" 6'-8" . V-8" INDICATES FILLED CELL W/3000 PSI CONC. GROUT FROM FTR. TO BEAM WI 1#5 REBAR VERT, ABOVE SLAB. TYPICAL @ ALL PLACES SHOWN HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" EXT. ABOVE SLAB. GRADE 40 STEEL FOUNDATION PLAN SCALE: Y4"=1'-0" CrJ crr tca o C%4 o U O.. C"-J LUI C A U CV C� - amx o N Di O Co Q a� y fO m a- c e o n o 1Aj r r, (; .< J O • ` . F L �� •��f�/,��f 0 To the best of the Engineers knowledge, information and belief, the structural plans and speafications 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 E V y W SO N to Z� # M v ik l Q J u_ L L LL W a — d Z Y �� 1004 W 05 m ui d J Z CN Cl) ZLL N O U a cam.) a < R 0 W '. W ❑ ❑ V M � z °' �p N O - o z m ID Z n Q (Z � � z C9 0 LL �1 T, W y o—� ,, � c U � w J "— E t0 $ I I 1 = L z U o o� Q Y • Q N W 44 O W Cl) aZ Z ¢ Q. E OU = o 0 i >o �® ° a E N° OO Z F E O M xU Off¢ d p �° °OX a z CN w r .0 ~O, Z w m>Z z °p z s° O Q 3j aZ W C Z S f IIIIIIIII� CDw� >° a V a c Ll .0 O > C� N O c_o oM CV C4 Co M L0 : N CN 1 60 '^ W m r N 4-1 O LA-) += -0 (V L0 c .0 o 0 rn CD 04 O N T E E N y o Z Z E r c a 0 _j ¢ o JOB NO: 22-06559-06554 SCALE : AS NOTED SHEET NO. 2