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3 <br />I <br />i <br />N <br />L0 <br />I— <br />i <br />0 <br />0 <br />0 <br />N <br />I <br />CD <br />0 <br />N <br />J <br />0 <br />-a- <br />LO <br />r <br />O <br />I <br />I <br />r� <br />0 <br />1 <br /><t- <br />N <br />ca <br />I <br />N <br />L0 <br />0 <br />CT <br />V) <br />0 <br />N <br />I <br />0 <br />N <br />J <br />0 <br />LO <br />I` <br />I <br />Ln <br />N-) <br />r-M <br />r` <br />CD <br />0 <br />I <br />rM <br />i <br />F- <br />0 <br />0 <br />i <br />c <br />0 <br />I <br />r7 <br />c\I <br />0 <br />N <br />a <br />E <br />N <br />E <br />0 <br />0 <br />J <br />0 <br />0 <br />0 <br />U <br />J <br />IZ <br />in <br />N <br />O <br />LO <br />L <br />0 <br />0 <br />0 <br />N <br />0 <br />N <br />M <br />LO <br />cm <br />Y <br />V) <br />•) <br />d' <br />ZD <br />w <br />m <br />a� <br />0 <br />cn <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 />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 />W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH REINF. <br />SEE PLAN. <br />1/8" SAWCUT x 1/4 <br />SLAB THICKNESS <br />WHERE SHOWN ON <br />FOUNDATION PLAN <br />CONTROL JOINT DETAIL <br />SCALE:1 1/2"=V-0" <br />' <br />#5 CONT REINF. <br />° <br />SEE FND. FOR <br />QUANTITY <br />e ` ° <br />#5 X 25" X 25" <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />_ <br />REBAR, TYP. U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE:1 1/2"=V-0" <br />CMU WALL <br />(1) #5 REBAR @ <br />FILLED CELL <br />6x6 W1.4xW1.4 <br />W.W.F. <br />A Aa <br />a Qa. da <br />d a <br />0 <br />� T <br />(4) #5 ° <br />REBARS <br />CONT. 4" 2'-0" 4" <br />CMU BEARING WALL FOOTING 1 <br />SCALE: 3/4"=1'-O" <br />5x5x3/8" A36 STEEL <br />BASE PLATE 1 <br />I <br />M <br />v7 i®I <br />— T <br />SECTION A -A <br />A <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" = V-0" <br />INDICATES FILLED CELL W/3000 <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 Wl25" <br />EXT. ABOVE SLAB. GRADE 40 <br />STEEL <br />SYMMETRICAL <br />54'-4" <br />00, 18--0" it 18'-0" it18'-4" <br />O.. 17- All A. !1" 1. n1l -401 All ']' O" "l On 191 All 11 All <br />VERIFY T-0" x T-0" x V-0" <br />AC PAD LOCATION OF A/C wl (4) #5 E.W. — <br />PAD <br />HOSE L <br />B9-7/--w/(3)#5E.W. <br />2'-0" x 2'-0" x 1 All S3 <br />-I I— CONDENSATE I v <br />I I LINE 4' ELEV. FIN. <br />1 o CONIC. SLAB <br />2 ' 1 <br />2'-8" le 3'-10" 3'-10" 1 It 6'-8" <br />� I <br />— I— —I — — — PR <br />I I <br />L I MA <br />CEOMAKERVIDE NE FOR I <br />I � P <br />l 7,-I <br />IIJi <br />II )^ I <br />Il� J <br />I, <br />VERIFY <br />LOCATION OF A/C AC PAD <br />PAD <br />L <br />S3 2'-0" x 2'-0" x 1'-0" H0; <br />w/ (3) #5 E.W. <br />VERIFY <br />AC PAD LOCATION OF A/C <br />PAD (2) #5's <br />)SE 2'-0" x 2'-0" x 1'-0" <br />w/ (3) #5 E.W. <br />CONDENSATE <br />CONDENSATE <br />1 <br />-4" ELEV. FIN. <br />LINE <br />I I <br />I <br />LINE <br />W <br />1 <br />CONC. SLAB <br />a <br />I <br />I <br />2 <br />r1'_in,, <br />q,_in" <br />�, R„ <br />�. R <br />z'_in" A, -in <br />L <br />73 <br />(---T--- <br />iLj <br />OIL <br />I -4" ELEV. FIN. <br />11 CONC. SLAB o <br />i <br />1 Yz" RECESS FOR I _ — — - - —� — — I F- - - -1 _ PROVIDE <br />aLAWD07 R I I — — SLIDING C <br />SCOPE FOR WIDTF MA N'S <br />J co <br />PROVIDE LINE FOR 17I I co �5 PROVIDE LINE FOR <br />ICE MAKER D1 I I I D1 ICE MAKER <br />F- 4I7l rr I 7-1-1 <br />r 3 z' MIN. 3000 PSI CONIC. SLAB FOR I` (\ Hill 111y / J & T <br />r I HERNANDO COUNTY ONLY. 3)/2" MIN. 1` <br />2500 PSI CONC. SLAB OVER 6 MIL, �J <br />VISQUEEN VAPOR BARRIER <br />DMBSIN&"/ I I I I I DBL. SINK w/ I I I DBL. SINKw/ <br />DISFMSAOSAL - C.J. I C.J. - _ -_ DISPOSAL Ir- DISPOSAI,- - - _ , C.J. <br />II� � � (-—fir - - - - —�— <br />ItQ) II 0IIII I I III ri II r-) III III 0 II 11 IIII <br />IIL JL JII I I I i IIL JL JII I I I III L L JIII <br />® Illr <br />1 "RECESS FOR _ I P VI[ <br />a ASS DOOR. REFE TO — IF T DIN-( <br />SCOPE FOR WIDTH I I M) SON <br />00 <br />M I I M <br />S3 I I I S3 <br />_ I I <br />I <br />FOR WIDTH <br />tl2-52'5'9" 5-102"412-2t 5-$ <br />W01 I I I I PW01 I I lei PW01 <br />D1 I I D1 D1 <br />C <br />L. 14'-2" I I I 14'- I' 3'-10" I IL. 13 -10" io 14'-6" <br />1 <br />I <br />0'-0" ELEV. 1 I 1OL 0'-0" ELEV. I 190 <br />I I I I I I ro I <br />FIN CONIC. SLAB FIN CONIC. SLAB Iil I I I I I 0'-0" ELEV. <br />FIN CONIC. SLAB <br />°° Z.I - C.J. I - - I- -I--I- - - C.J_ <br />GG GG I I GG <br />S3 I I S3 S3 <br />@ FOUNDATION I I I I@ FOUNDATION I I ( I I I I @ FOUNDATION I <br />I <br />2' O" 1 16'-0 6'-0" I I 2' 0" 2' 0" 1,1 16'- " <br />IL I <br />/'I' I I J J <br />J <br />I I I IF- ELEV. APPROX.I <br />1-1/2 BELOW F.F. <br />ELEV. CAN BE NO <br />I <br />MORE THAN 1-112"1 <br />I I BELOW TOP OF <br />I <br />— EGRESS DOOR <br />jI �y I I THRESHOLD. FIELDI <br />`� I IH.W /1 N K C° I K iv W.HI 1 \ IH ll N K VERIFY <br />\\ /� S3 P OVIDLl2"RECESS FOR I �ROVIDE 112"RECESS FOR S3 �� `� �� I S3 PROVIDE 1/2"RECESS FOR <br />FONTR. REFER TO - RIONONT DOOR. REFER TO v I I I FRONT DOOR. REFER TO <br />-1 4" SON'S SCOPE FOR WIDTH MASON'S SCOPE FOR WIDTH Z-104" - 04" MASON'S SCOPE FOR WIDTH <br />I FM24 ® ® ® ® ® ® FM24 I FM24 � ® ®EZ 1111A I® m <br />I 4 <br />1 4' ( I I I -4" 1 <br />I <br />10'-6" I 0" " 4'-0" 11-8" -8' 4'-0" 0" O" I 10'-6" 10'-6" I O <br />o -00 <br />4" ELEV. FIN. R -1 <br />co I 1 CONIC. SLAB I I � " 1-4" ELEV. FIN. <br />co -4" ELEV. FIN. <br />PW01 I ® I ® I CONIC. SLAB I PWO I I CONC. SLAB <br />D1 I I 1 C5 D1 <br />U 2 I CU <br />— --C.-J. C.J. _ _ I _ C.J. <br />1 w <br />C.J. _LO_ C.J. I w 11 <br />00 ( I "' "' T-0" x T-0" x 1'-0" <br />I 1 ® 1-11/2" BELOW FO.F. 11-1/2" BELOW Ft ® 1 I I I in <br />I wl (4) #5 E.W. <br />55 MORE THANELEV. CAN BE NO 1 I MORE THANELEV. CAN61 iN2O 55 I I 55 <br />D1 1 BELOW TOP OF I 1 BELOW TOP Of 1 D1 I I I i D1 <br />EGRESS DOORCO EGRESS DOOR I I <br />2'-6" x T-6" x V-0" I Lo Ln I I 1° 1 2'-6" x 2'-6" x V-0" <br />o I wl (3) #5 E.W. THRESHOLD. I THRESHOLD. wl (3) #5 E.W. 1 I o <br />FIELD VERIFY 1 I FIELD VERIFY J I I MrA <br />CO S3 <br />J <br />M <br />II J I — � � — S3 I I S3 i <br />L _ y— <br />1' <br />7 <br />3 <br />S3 I <br />I <br />HOSE3 S3(2) #5 VERTICALS <br />W/IN FILLED CELL BIB <br />V-8" 8'-O" V-8" 6'-8" 6% <br />111 All 101 All <br />I "SEE S-3 FOR Q <br />� — r <br />ESS OPT" '�' <br />0o J <br />CV <br />)SE (2) #5 VERTICALS (2) #5 VERTICALS <br />BIB WIN FILLED CELL W/IN FILLED CELL <br />1'_8" 8'-0" V-8" V-8" 8'-0" V-8" <br />11- All 1AI All <br />'_4" <br />Im mI <br />H3SS3 <br />HOSE <br />—BIB <br />A <br />73 <br />3'-0" x T-0" x 1'-0" <br />wl (4) #5 E.W. <br />v <br />CV <br />55 i,a <br />D1 � <br />TYP. @ <br />2-STORY U.N.O. <br />O <br />n <br />O <br />M <br />0 <br />M <br />CO <br />c <br />v <br />T-0" x T-0" x 1 A" <br />wl (4) #5 E.W. <br />FOUNDATION PLAN - RIGHT SIDE <br />SCALE: Y4"=V-0" <br />c%j <br />0 <br />cv <br />_ <br />d � <br />� w <br />__j <br />a� o <br />G 6if U � <br />n- <br />H <br />V N <br />t4 <br />N � O a <br />y E c <br />d u <br />L <br />i c co <br />to � <br />N = <br />c E <br />� c <br />� v <br />`o <br />w <br />99 i <br />ida11Fld <br />lel <br />ev <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />- <br />. <br />OR W <br />' V <br />O E S N <br />oN 6 c <br />a 0 <br />,+�+ LL <br />� �, ' LL <br />�'-Uj <br />(� r LL W <br />m y c a <br />d «SY ,sE Q <br />Z <br />Lu <br />coLL �- U <br />o <br />0. <br />mcrn <br />�'' <br />7 .� N m Lu <br />W <br />Z <br />o�Cn �rn d m <br />O= <br />Litip, <br />LO Z < <br />M <br />N <br />Q <br />- W <br />O U ❑❑❑ <br />N M <br />o <br />Co 10 <br />Z W N <br />Q <br />Q c, Q <br />� <br />M <br />z <br />C1 <br />a--+ <br />a <br />U <br />w <br />� <br />O <br />w o <br />uss <br />c Y <br />�V) <br />N <br />U) <br />U � <br />LU <br />J <br />E <br />I <br />U <br />N to <br />p <br />J <br />w <br />M <br />J <br />z ¢ <br />o <br />Z <br />Q <br />L L <br />EE <br />z o <br />> ry <br /><� <br />a <br />oLL <br />wz <br />Z© <br />rah <br />�o <br />o E <br />E <br />o <br />&a <br />0 <br />C <br />�a) <br />G z <br />¢ <br />om <br />m g <br />0 <br />oZ <br />Z[n <br />m J <br />wo <br />¢w <br />3 <br />Zo <br />E 3 <br />T 9 <br />a z <br />mW <br />O Z <br />= 3 <br />o <br />J <br />wa <br />.6 <br />I� <br />=I`i <br />o <br />°O <br />> o0 <br />T <br />U <br />(D <br />� <br />12 <br />cc <br />m <br />c� <br />C.fl <br />Q� <br />L <br />N <br />T <br />M(� <br />I.I.. <br />r <br />LO <br />1'- <br />N <br />E <br />N <br />Cr <br />U <br />'^ o <br />W <br />U <br />O <br />00 <br />m <br />00 <br />CV <br />00 <br />I— <br />O <br />� <br />M co <br />Lf� <br />04 <br />CD <br />O <br />N <br />� <br />�t <br />M <br />Cfl <br />T <br />M r <br />r <br />m <br />C\ <br />o <br />z <br />ri LO <br />Z <br />E 0 <br />(n <br />a)c <br />m <br />E <br />U <br />45 <br />a <br />Q p <br />°i <br />JOB <br />NO: 23-05735-05740 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />2.2 <br />