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3 <br />N <br />I <br />M <br />v <br />V <br />0 <br />r17) <br />0 <br />J <br />i <br />M <br />r2 <br />1 <br />M <br />i <br />I <br />N <br />M <br />t"— <br />L <br />v <br />v <br />v <br />0 <br />n <br />0 <br />W <br />12 <br />M <br />M <br />N <br />M <br />N <br />ao <br />0 <br />i <br />v <br />V <br />Cn <br />O <br />Q <br />07 <br />c <br />L <br />N <br />O <br />N <br />v <br />E <br />0 <br />w <br />E <br />Cl- <br />0 <br />c <br />c <br />J <br />O <br />U <br />r7 <br />cV <br />0 <br />d- <br />N <br />0 <br />a; <br />0 <br />0 <br />0 <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" OF THE FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL IS TO BE IMPLEMENTED. CONCRETE <br />STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. <br />THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED <br />2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE <br />STRENGTH <br />• SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />(4) #5 <br />REBARS <br />CONT. <br />FILLED CELL LEGEND <br />CONT. FILLED CELL FROM FOUNDATION TO 2ND <br />FLOOR <br />® FILLED CELL BELOW 2ND FLOOR (DOWEL INTO <br />LINTEL) <br />® FILLED CELL ABOVE 2ND FLOOR (DOWEL INTO <br />BOND BEAM) <br />} <br />cc <br />W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 <br />OR FIBERMESH REINF. SLAB THICKNESS <br />SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN o <br />—� W <br />W <br />co <br />CONTROL JOINT DETAIL <br />SCALE: 1112"=V-0" <br />-#5 CONT REINF. <br />SEE FND. FOR <br />QUANTITY <br />#5X25"X25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE:1 1/2"=V-0" <br />n <br />Q—o—� o . <br />a <br />a Q <br />� alb <br />d <br />Q d <br />4" <br />CMU WALL <br />(1) #5 REBAR @ <br />FILLED CELL <br />6x6 W 1.4xW 1.4 <br />W.W.F. <br />d 4 ^ <br />G <br />4 4 <br />a C <br />2'-0" ) 4" <br />CMU BEARING WALL FOOTING <br />SCALE: 3/4"=1'-0" <br />5x5x3/8" A36 STEEL <br />BASE PLATE 1 <br />I <br />�il <br />-..- -- 0 <br />4_ l 2 <br />SECTION A -A <br />O <br />T <br />2" 0 SCH40 STEEL PIPE <br />w/ GALV. G120 FILLED <br />w/ CONCRETE <br />(4) 1/2"x3 3/4" WEDGE <br />ANCHOR BOLTS w/ <br />MIN./MAX. 3" <br />EMBEDMENT <br />CONCRETE <br />SLAB PER PLAN <br />(FM24 BOLLARD DETAIL <br />SCALE: 3/4" = 1'-0" <br />SYMMETRICAL <br />J't -Y <br />Ap <br />18'-4" 18'-0" 18'-0" <br />op <br />.00 <br />114" 13'4" 3'-8" <br />3'-8" 13'-4" '-0" <br />'-0" 13'-4" 3'-8" <br />VERIFY <br />70 <br />VERIFY <br />3' 0" x VERIFY <br />LOCATION OF A/C <br />AC PAD <br />AC PAD <br />LOCATION OF A/C <br />/ (4) .W. <br />wl (4) #5 E.W. LOCATION OF ADC <br />AC PAD <br />T-O" x T-O" x 1'.0" <br />(2) #5's PAD <br />PAD <br />w/ (4) #5 E.W. <br />L <br />L <br />L HOSE <br />S3 2'-O" x 2'-O" x V-0' <br />HOSE <br />HOSE <br />2'•0" x 2'-O" x V-0" S3 <br />S3 2'-0" x 2'-0" x 1'.0" BIB <br />w/ (3) #5 E.W.BIB <br />BIB <br />w/ (3) #5 E.W. <br />w/ (3) #5 E.W. <br />�I CONDENSATE <br />CONDENSATE cal <br />v I CONDENSATEx -- <br />I— <br />b <br />-4" ELEV. FIN. LINE 1 I <br />I <br />I LINE OIL -4" ELEV. FIN. 1 <br />1 <br />4' ELEV. FIN, LINE 1 <br />I <br />' <br />A <br />w <br />Q CONC. SLAB <br />0 2 <br />a CONC. SLAB <br />o 2 <br />CONC. SLAB a <br />2 <br />S3 <br />I <br />1'-O" <br />I <br />1'-O" <br />1' <br />" 6'-8" 3'-10" 3'-10" 2'-8" <br />2'-8" 3'-i0" 3'-10' 6'-8" <br />1 6'-8" 3'-10" <br />4" <br />.4" <br />-C <br />i <br />% 6 <br />PROVIDE 1_YZ"_RECESS <br />OR _ _ — -t- <br />t— _ <br />I _� _ — — _ I PROV <br />— <br />E 1 y" RECESS FOR _ <br />I <br />P O DE 1 z" RECESS <br />F_ <br />OR I — — — — r <br />`r <br />SLIDING GLASS DOOR. <br />EFER <br />I I SLIDI <br />G GLASS Rl FER <br />SLIDI G GLASS DOOR <br />EFER 0 I I I <br />MASON'S SCOPE FOR V 1IDTH <br />I MASO <br />'S SCOPE FOR WIDTH <br />MAS N'S SCOPE FOR <br />IDTH1 I <br />I <br />® I M <br />PROVIDE LINE FOR <br />00 <br />i0 <br />D1 <br />I 1 L - <br />55 PROVIDE LINE FOR <br />D1 <br />I I <br />M I 1 <br />M <br />J 00 <br />PROVIDE LINE FOR -5s I I <br />I <br />I ICE MAKER <br />I I 1 ICE MAKER I <br />I <br />I ICE MAKER D1 I <br />S3 <br />S3 I <br />I <br />I I <br />S3 <br />4, 7 <br />174I7 <br />3y" MIN. 3000 PSI CONIC, SLAB FOR 'T <br />r � <br />II / I <br />�� (I HERNANDO COUNTY ONLY. 3%" MIN. I f <br />1 <br />°2 <br />I N/ I l 'I ) I I <br />ILA <br />J1 L 2500 PSI CONIC. SLAB OVER 6 MIL <br />1 <br />VISQUEEN VAPOR BARRIER <br />� <br />® I <br />I I <br />I I <br />I <br />DBL. SINK <br />I C.J. - - - 'DISPOSALCO <br />w/ 00 <br />I I DBL. SINK w/ <br />- C.J. <br />i I I °° <br />o <br />DBL. SINK w/ ( 1 o0 <br />C.J. - -_ DISPOSAL I `O <br />_DISPOSAL _ _- <br />_ <br />_- <br />I IIIL_ J <br />JII <br />IIII_ JII I <br />I <br />I <br />II <br />EJLT <br />L`a =J L�I <br />II <br />L2 <br />STORY U.N0. <br />= <br />( <br />` -2'- <br />4 <br />12'-52" <br />5'-lq" <br />5_„ <br />I <br />Z-A, <br />5I 1 <br />PWO <br />PWO I <br />i <br />PWO <br />D'- <br />p <br />M <br />cn <br />1 I <br />I I <br />14'-6' <br />3'-1 <br />I <br />, 1 1 3'-10" <br />I I I I <br />4'-2" <br />I <br />14'- <br />S-10', I I I <br />00 <br />A <br />F- <br />( <br />I� <br />-1 <br />0'-0" ELEV. <br />I I <br />0-0 ELEV. I I <br />0'-0" ELEV. <br />1 <br />I <br />IL <br />I <br />I <br />I <br />110 <br />FIN CONC. SLAB <br />FIN CONIC. SLAB <br />® I FIN CONIC. SLAB <br />I I <br />1 I <br />L <br />I <br />I ( 1 <br />c.J. _ <br />I <br />I _ ( <br />_�_ __ <br />c,J. <br />I <br />1 <br />1 <br />I <br />M <br />GG <br />I i <br />GG I I <br />GG <br />I S3 <br />S3 I I <br />S3 <br />o <br />® <br />I I @FOUNDATION <br />1 <br />I <br />I I <br />I 1 <br />( <br />@ FOUNDATION I I <br />! @FOUNDATION <br />1 <br />I I <br />I <br />I 1 <br />0 <br />0.1 '-4" <br />1 <br />I <br />2' 0" 2' 0" I <br />1 <br />16'-0 <br />6'-0" <br />2' 0" I <br />I <br />I I_-1-,-I <br />� <br />I- <br />I <br />I I. <br />® I <br />JI IL_ jIIL- <br />_11 <br />IC? <br />I I 'I� <br />10 <br />IELEV. APPROX. <br />11-1/2" BELOW F.F. <br />ELEV. CAN BE NO <br />1 1 I <br />I 1 1 <br />I <br />IMORE THAN 1-1/2„ <br />■ 1BELOW TOP OF <br />1 I I <br />I — <br />J /� <br />L <br />EGRESS DOOR <br />1 <br />THRESHOLD. FIELDCD <br />v <br />1 1 I <br />,n <br />VERIFY K <br />1 PROVIDE 1/2"RECESS FOR S3 <br />iv I\ `° <br />_ <br />I I I 4 <br />I/ \ I / <br />H• H.W/ I (V <br />_` <br />K 1 I I <br />- <br />S3 PROVIDE 1/2" RECESS FOR <br />K <br />PROVIDE 1/2" RECESS F R S3 <br />1 1 <br />\ W.H�CD <br />04 I �/ <br />L_ <br />L FRONT DOOR, REFER TO d ! <br />MASON'S SCOPE FOR WIDTH <br />2'-104' <br />Z-104" <br />I LFRONT DOOR. REFER TO L_ <br />MASON'S SCOPE FOR WIDTH <br />FRONT DOOR. REFER T v <br />MASON'S SCOPE FOR WIDTH <br />1 <br />FM24 <br />FM24 <br />FM24 <br />■ ® ® ® <br />1 <br />® ® <br />® ® <br />4' <br />4f <br />I <br />( <br />1 <br />-O' 4'-0" '-0" 0" <br />10'-6" <br />10'-6" <br />0" '-0" 4'-0" 11-8' 1'4" <br />4'-0" 0" 0" <br />10'-6" <br />00 <br />1 I o0 <br />0 <br />1 <br />0 <br />00 <br />4' ELEV. FIN. o <br />9 <br />I <br />4" ELEV. FIN. <br />io <br />1 <br />4' ELEV. FIN. I <br />I <br />1 " <br />I <br />CONIC. SLAB <br />i <br />CONIC. SLAB <br />1 1 <br />CONIC. SLAB <br />I <br />PW01 <br />I ® <br />I <br />® 1 <br />PW01 <br />_ <br />2 <br />C.J. <br />I _ <br />C.J_ <br />o <br />C.J. <br />_ <br />O <br />O <br />o O <br />I i <br />N <br />o <br />+ <br />— _ <br />— <br />N L o <br />3'0"x3'0"x1'0" <br />w/ (4) #5 E.W. <br />3'-O" x T-0" x V-0 " <br />w/ (4) #5 E.W. 1 <br />o <br />I I <br />I <br />^ <br />ELEV. APPROX. 1� <br />I <br />ELEV. APPROX. <br />I N <br />I I o <br />S3 S3 `� <br />1 <br />I <br />1 ® <br />r <br />1-1/2 BELOW F.F.1 <br />1-1/2 BELOW F.F. <br />® 1 <br />I <br />( 1 <br />55 <br />I I 1 <br />55 <br />ELEV. CAN BE NO I <br />I I <br />ELEV. CAN BE NO <br />55 <br />1 I 1 <br />D1 <br />I I <br />D1 <br />MORE THAN 1-1/2" <br />MORE THAN 1-1/2" <br />D1 <br />1 <br />BELOW TOP OF 1 <br />I <br />BELOW TOP OF <br />I <br />I <br />i <br />I <br />2'.6" x 2'-6" x V-0" 1 <br />LO <br />EGRESS DOOR <br />1 <br />00 <br />I ;n <br />EGRESS DOOR <br />`n <br />I 2'-6" x 2'-6" x T.0" <br />I <br />1 1 <br />o <br />I 1 <br />l <br />w/ (3) #5 E.W. <br />THRESHOLD. <br />I <br />THRESHOLD. <br />w/ (3) #5 E.W. <br />I o <br />Ir <br />A <br />co <br />FIELD VERIFY 1 <br />I <br />FIELD VERIFY <br />I I M <br />--_ <br />— 00 <br />J <br />1 <br />o <br />I "SEES FO\CS <br />I <br />S 3 <br />I <br />cv <br />HOSE <br />3 <br />`O RECESS OPT. <br />L <br />v <br />CR <br />— <br />60 <br />B <br />L I L7r <br />`v <br />i� <br />`~ S3 S3 <br />HOSE HOS <br />BIB BIBE <br />(2) #5 VERTICALS <br />(2) #5 VERTICALS <br />(2) #5 VERTICALS <br />WIN FILLED CELL <br />WIIN FILLED CELL <br />WIN FILLED CELL <br />l'-8" <br />8'-0" <br />1'-8" <br />V-8" <br />8'-0"01 <br />1 V-4" <br />1 V-4" <br />6-8" 6'-8" <br />1'-8" <br />8'-0" <br />V-8" <br />7'-0" <br />22'-8" <br />13'-4" <br />11'4' <br />54'-4" <br />—INDICATES FILLED CELL WI3000 <br />PSI CONIC. GROUT FROM FTR. <br />TO BEAM W/ 1#5 REBAR VERT. <br />ABOVE SLAB. TYPICAL @ ALL <br />PLACES SHOWN HOOKED FTG. <br />DOWELS 17" EMBEDMENT W/ 25" <br />EXT. ABOVE SLAB. GRADE 40 <br />STEEL <br />FOUNDATION PLAN - LEFT SIDE <br />SCALE: Y"=V-0" <br />UZ <br />.c <br />m <br />r >< <br />y C U_ C3- <br />CAI t0 ® b <br />ze a, o as <br />:19 <br />' c� <br />Y d <br />es. <br />ra. � <br />0 <br />M <br />O <br />CV <br />N <br />0 <br />Lys <br />`�`��"��•�GENS. <br />No 7 <br />n;'i?"• <br />aTATE <br />OF ,�4, .. <br />0 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />N <br />F <br />Q <br />Lon N <br />c} O ^ V <br />o M N <br />Co"N <br />m � rn <br />0 <br />� co a) <br />Q <br />J LL U_ a <br />Z <br />C13� <br />O <br />- � 0 R, <br />o <br />cyv i o <br />w NO N <br />W I <br />W <br />ogti� ¢ m <br />rn CP w <br />Z <br />IL <br />ILz <br />Z V O <br />f=- <br />N OU ❑7 1 <br />Z <br />W <br />o a <br />� v <br />ci <br />1 <br />N <br />,n <br />N <br />M <br />'a <br />u <br />O—� <br />�; o <br />� <br />w <br />c <br />- E <br />0 E <br />, IT <br />C co <br />oco <br />p <br />o <br />o <br />w <br />CMJ <br />o <br />z <br />< <br />co i <br />O <br />E: U <br />z <br />zo <br />?© <br />on <br />— <br />o <br />()oCL <br />E <br />Wdz <br />�¢ <br />o� <br />wo <br />z <br />�w <br />vo M <br />c <br />� c <br /><o <br />< <br />OY <br />mo <br />of <br />Zti <br />m t <br />w m <br />W <br />zz <br />a o <br />UD <br />o <br />m <br />ao <br />aLL <br />=3 <br />o <br />w< <br />>� <br />v <br />zla <br />o 3 <br />C <br />N <br />N <br />m <br />CN <br />I— <br />ca <br />0 <br />to <br />00 <br />L <br />Co r <br />r <br />LO <br />T' <br />T <br />� <br />r <br />� <br />M <br />50 <br />o <br />U) m <br />I-- <br />0 <br />L0 <br />00 <br />0 <br />O <br />Q <br />N <br />L.f7 <br />Cfl <br />j <br />r <br />ai <br />2_1 <br />N <br />o <br />a <br />Z <br />Z <br />E T- <br />r <br />d <br />E •• <br />U 0 <br />a w <br />Q M <br />c <br />� <br />JOB <br />NO: 23-13137-13142 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.1 <br />