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Cn <br />ZD <br />I <br />C.0 <br />-4- <br />LO <br />=3 <br />4� <br />CD <br />Cr) <br />Ln <br />CZ) <br />LO <br />CD <br />I <br />rl� <br />ZD <br />I <br />QD <br />'j- <br />C14 <br />co <br />LO <br />C3 <br />V) <br />CD <br />M <br />Ln <br />CZ) <br />L0 <br />CD <br />C14 <br />Cn <br />C*111 <br />CD <br />CN <br />0 <br />FE <br />C' <br />E <br />0 <br />0 <br />L) <br />0 <br />rn <br />C111j <br />CD <br />LO <br />4� <br />KD <br />0 <br />C14 <br />CD <br />C14 <br />LO <br />cm <br />LLJ <br />M <br />rn <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 I <br />FILLED CELL LEGEND <br />E 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. --I <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 />#5 CONT REINF. <br />SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" <br />k <br />CORNER BAR ONE <br />FOR EA. HORIZ. <br />REBAR, TYP. U.N.O. <br />TYP. CORNER BAR <br />PLAN DETAIL <br />SCALE: 1 11/2"=V-0" <br />CMU WALL <br />(1) #5 REBAR @ <br />FILLED CELL <br />6x6 VV1.4xVV1A <br />W.W.F. <br />A A� <br />4 <br />4 <br />A <br />X <br />4 4 C? <br />A <br />(4) #5 4 <br />REBARS <br />CONT. 4" 2'-0" 4" <br />4 <br />CMU BEARING WALL FOOTING <br />SCALE: 3/4"=l'-O" <br />5x5x3/8" A36 STEEL <br />BAS <br />F- r- LM I C <br />A <br />I I <br />SECTION A -A <br />mr-1 <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 />MINJIMAX. 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 W/ 25" <br />EXT. ABOVE SLAB. GRADE 40 <br />STEEL <br />SYMMETRICAL <br />54'-4-1 <br />1 \ 4 <br />0. 1 8'�O" It 18'-4" <br />, ol, 101 All -11 11111 r)" 101 All '3' o" I '). o" I'll All 11 All <br />VERIFY T-0"x T-0` x 1'.0'l <br />LPAJD LOCATION OF A/C wl (4) #5 E.W, <br />PAD <br />,--HOSE <br />BE 24" x 2'-0" x 1'.0" <br />&N:�' w/ (3) #5 E.W. <br />F F-:::::ICONDENSATE C-5 <br />LINE OL -4" ELEV. FIN. <br />LU <br />CONIC. SLAB <br />2 <br />2'-8" It 3'-10" L& 3'-10" 1 6'-8" <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 />B— o`0 <br />&A ---- 1 111 VAM --- <br />501 F— —PQQ� <br />xx CONDENSATE CONDENSATE <br />-4" ELEV. FIN. LINE LINE <br />2 CONIC. SLAB <br />VERIFY <br />LOCATION OF A/C <br />PAD <br />2'-0" x 2'-0" x 11'.0" H 0,' <br />w/ (3) #5 EW, <br />tug <br />C-5 <br />OIL -4" ELEV. FIN. <br />CONIC. SLAB <br />0 F/ <br />RqVIDE 1 <br />—L — <br />13 M <br />PF OVIDE 1 Y2" RECESS FOR <br />-GLAWIDO-OFT. <br />I IN <br />r F/ T <br />I — — — — <br />- 0 <br />-- -- <br />- 0 <br />-1 P/ <br />FIR IDE 1,/2" <br />B�Y_ — <br />- <br />V� RECESS FOR <br />2— — <br />RECESS FOR <br />— <br />SLI INN�SGS[ <br />ASS DOOR. REFEI TO <br />TL b ING R-E7 <br />R TO- I F <br />8 LIDING GLkSS <br />DOOR. REFER TO <br />MAIO <br />OPE FOR WIDTH <br />M) SON'S SCOPE FOR WIDTF <br />MAtN'S SC <br />'OPE FOR WIDTH <br />00 <br />-1 <br />Q0 PROVIDE LINE FOR <br />ICE MAKER <br />- <br />00 <br />I _j 00 <br />— - -- I I <br />[PROVIDE 1-- <br />INE FORT�- � <br />ICE MAKER <br />45— <br />ID 1 <br />M <br />I <br />GS3 <br />A <br />I <br />3Y2" MIN. 3000 PSI CONC. SLAB FOR <br />HERNANDO COUNTY ONLY. 3)/2" MIN. 1( 1) 1�11 11( <br />�11 �2 <br />�0 <br />2500 PSI CONC. SLAB OVER 6 MIL <br />VISQUEEN VAPOR BARRIER <br />C? D111BISINUt/w/ DBL. SINK w/ DBL. SINK wl <br />ED DISFMSRIDSAL I Ecop <br />C+ C. DISPOSAL DISPOSAI,- C.J. <br />r) <br />L -JL- -ill I I I I I "L -JL -ill 11 L JL J" <br />C- -:J L - - - L L 2L - - - <br />12'-28 5-48" 5'- 1 C`2 2 <br />E <br />fp**-w �01 tplw 0 �, fP'W 0 1� <br />(0 Cj d <br />3'.10" 14'-2" 14'-2 LO 3'-10" 1,,, 31-10" 14'-6" <br />_j <br />1 <br />M <br />M <br />ws I I'g7 F- -1 <br />10 .7 10 <br />1 0'-0" ELEV. oll 0'-0" ELEV. .7 - I <br />vil - - I :, 4 0'-0" ELEV. <br />FIN CONC. SLAB FIN CONC. SLAB _7 - I <br />'f FIN CONC. SLAB <br />C.j. <br />C.j. C.j. <br />o? <br />Q0 co <br />f*"­G �G rG G <br />KG <br />�3 \, �3 -7 S3 <br />A M <br />16'-0`1 116'-0" <br />Ca FOUNDATION @ FOU�NDATIO <br />2'AO" 2' 0" <br />00 <br />"2 <br />L i L i L i <br />C? C? <br />zo <br />Z- <br />--4 <br />ELEV. APPROX.1 <br />1-1/2" BELOW F.F.1 <br />ELEV. CAN BE NO <br />-1/2"1 <br />MORETHAN1 <br />IF <br />__j � - -F I - -- BELOW TOP OFi <br />EGRESS DOOR <br />J= <br />T THRESHOLD. FIELDI <br />C? <br />K� K �K VERIFYi <br />H. H. <br />--�PROVIDE 1/2'RECESS OR <br />11ROVIDE 1/2" RECESS FOR �3 W H S3 F <br />OVIDL10/2" RECESS FOR L <br />F IONT 0 R. REFER TO tRONT DOOR. REFER TO A LRONT DOOR. REFER TO <br />I - — - - __j — I '). I oil, S <br />'S SC PE F <br />1024' ON'S SW�PE F WIDTH MASON'S SCOPE FOR WIDTH 0' MASGYN S S E FOR WIDTH <br />FM24 FM24 <br />ru, (91 ' 1 0 . R ' 4" 1@) <br />101 [H] IM Ill IM 1111 [u] /0 <br />1 110 110 <br />-4- -4 1 1'1A 4- T <br />1 <br />1 <br />11 <br />10'-6 <br />011 <br />;l' <br />0..' 4'�O" <br />11-8" <br />'4' <br />4'-0" <br />1-01011 <br />1 O'-6l' <br />10'-6" <br />1 <br />0. <br />;'-0-'[ <br />4'-0" <br />-01 <br />9 -4" ELEV. FIN. <br />9 <br />00 <br />-1 <br />00 <br />CONIC. <br />Cl) <br />1 <br />1-4" ELEV. FIN <br />19 <br />EO <br />-4" ELEV. FIN i�" <br />U ' ') <br />CONC. SLAB <br />CONIC. SLA� <br />I <br />01 <br />ED <br />C'j. <br />C.J.- <br />'F,-- <br />C.j. 10 <br />C.j. <br />Lo- <br />+ <br />5'-8" <br />ELEV. APPROX. <br />00 <br />ELEV. APPROk <br />N <br />T-O" x T-0" x V-0" <br />9 1 <br />1-1/2" BELOW F.F. <br />1 -1 /2" BELOW Ft <br />1 <br />-IEI I <br />1-9 <br />w/ (4) #5 E.W. <br />I <br />9 <br />10 <br />LO <br />r55%\ <br />ELEV. CAN BE NO <br />ELEV. CAN BE NO <br />r55 <br />t*"5 �5 <br />MORE THAN 1-1/2" <br />MORE THAN 1-1/2" <br />BELOW TOP OF <br />BELOWTOPOF <br />v <br />I <br />I <br />�w <br />EGRESS DOOR-2? <br />EGRESS DOOR <br />2'-6"x 2'-6"x V-0" <br />L:0� <br />1 24" x 2--6- x 1 --0` <br />9 <br />W/ (3) #5 E.W. <br />THRESHOLD. <br />T <br />THRESHOLD. <br />w/ (3) #5 E.W. <br />Z-) <br />I I <br />FIELDVERIFY <br />FIELD VERIFY <br />rA <br />00 <br />�31 <br />\, �3 <br />A <br />S3 <br />L <br />E S-3 FOR <br />LO <br />.7 <br />o? <br />oc <br />ESS OPT <br />H E <br />S <br />OB <br />o? <br />4 L <br />B <br />S3 <br />HOSE <br />44 j I <br />VERTICALS---- <br />HO9Ej <br />(2) #5 VERT <br />ICALS <br />(2) #5 <br />VERTICALS <br />WIN FILLED <br />CELL <br />BIB <br />BIB <br />WIN FILLED <br />CELL <br />W/IN <br />FILLED CELL <br />V-8" <br />8'-0" <br />1'-8" <br />V-8" <br />8'-0" <br />l'-8" <br />11'-4" <br />11'-4" <br />V-8" <br />81-01, <br />V-8" <br />6'-8" 6'-8" <br />11'4" <br />13'-4" <br />71 <br />22'-8" <br />7'-0" <br />54'-4" <br />T-0" x T-O" x 1'-0" <br />w/ (4) #5 E.W. <br />A - <br />73 <br />55 <br />TYP' @ <br />2-STORY U.N.O. <br />CY) <br />CD <br />o? <br />:;t <br />T-0" x T-O" x 1 1-01, <br />w/ (4) #5 E.W. <br />0 <br />1-- d <br />0? P <br />LL <br />0 F— <br />LL <br />CN <br />FOUNDATION PLAN - RIGHT SIDE <br />SCALE: Y4"=l'-O" <br />C:, <br />C" <br />C14 <br />>< <br />LL. <br />CC CM <br />Cn C14 <br />u5l <br />C" <br />E <br />.0,v <br />CN <br />To the best of the Engineer's knowledge, information and belief, <br />drawings comply with the 2020 Florida Building Code <br />- <br />Residential 7th Edition. Engineer's signature and seal <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />E <br />LO <br />"0' po <br />04 <br />9) <br />0 <br />6 C U- <br />r- r� LU <br />CL <br />, <br />LU <br />LL LL <br />z <br />0 .0 <br />z <br />-T .0� i C" <br />M Lu < <br />0 M <br />W 05 z <br />00 Ci W 0 Li <br />z < U <br />< L) U) <br />z <br />W <br />0 <br />C, <br />< <br />< <br />4—, <br />26 <br />0 LLJ <br />L L <br />V) <br />L=L, <br />E <br />0 10 <br />(D <br />W, 0 <br />z < <br />E <br />Cl- 0 <br />E Y <br />Z< <br />'@ <br />0 <br />C" <br />I- M <br />CL <br />� 0 <br />00 <br />D � <br />CC) E <br />01 <br />0 <br />CL) <br />< 0 <br />1 <br />z <br />U:) <br />Z <br />.0 <br />Cl) <br />0 <br />Z <br />1 <br />< <br />0 <br />z zo <br />C/:) <br />1. <br />(D <br />< 0 <br />z <br />a <br />cl-� <br />W <br />10 <br />1< <br />01� <br />2 <br />C� <br />00 <br />L) <br />co <br />C%4 <br />C�4 <br />C-� <br />co <br />CID LE <br />0') <br />LO <br />:3 a- <br />E <br />50 <br />co <br />W <br />co <br />co <br />0*4 <br />Q0 <br />LO <br />C? co <br />U-) <br />ZD <br />C\1 <br />CD <br />';t <br />c> <br />Cn <br />N <br />(0 <br />Lr) <br />c6 <br />CV) <br />a) <br />E <br />cle) <br />LO <br />0 <br />z <br />CU <br />z <br />E ID <br />CU <br />E <br />0 'D <br />'a CU <br />(D <br />JOB <br />NO: 23-05707-05712 <br />SCALE : AS NOTED <br />SHEIET NO. <br />2.2 <br />I 1 1 71 �L T- T T I I -- I- <br />