Laserfiche WebLink
c <br />c <br />C <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 />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />55-10" V-7" 7'-7" UPPER 1/3 OF SLAB THICKNESS WHERE <br />3" OR FIBERMESH SHOWN ON <br />6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2g" T-1a" 1' 4" REINF. SEE PLAN. —]FOUNDATION PLAN <br />lot <br />TYP @ 1 STORY 3' 0" W z <br />U.N.O. <br />W J <br />S3 H.B. T <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ ■ <br />-T:-BUILDER <br />TO <br />2 #5 REBAR <br />( ) <br />4'-0" <br />12'-1" <br />WH• <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />O <br />0'-0" <br />PROTECTION <br />PROTECTION <br />WHEN REQUIRED <br />I <br />■• <br />I <br />PER FBC <br />I <br />35'4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />I <br />SLAB FOR HERNANDO <br />,Nn <br />COUNTY ONLY <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2-7a 4'-9" 4'-10" <br />VAPOR BARRIER EDGE OF SLAB 2" <br />= <br />■' I 'J :: GJ : I : BEYOND WALL CJ <br />I ; <br />"? <br />5'-3" 1'-10T-6" CN T <br />O I: b <br />VERTICALS w/ in <br />PR� ... ......... .. --------- - <br />---------------------------- <br />— • PT. : ' <br />OPT. D <br />ih <br />FILLED CELL <br />:I 3 1/2 <br />2'-6"x2'-6"X1'-0"FTG <br />SLOPE <br />7 <br />_ _ <br />W/ (3) #5 E.W. S3 �._ _._ _. �� 3'-5" <br />7'-1" <br />(2) #5 REBAR <br />2-6" x 2'-6" x 1'-0" <br />�? <br />I AHU I <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />CC <br />I S3 <br />FILLED CELL <br />i S3 <br />', v <br />o <br />25'-10 28" 9'-512a ' <br />■ <br />0' <br />2'-6"x2'-6"X1'-0" FTG <br />6-3" <br />W/ (3) #5 E.W. <br />I -4" I <br />L <br />•- <br />(2) #5 REBAR <br />INDICATES FILLED CELL w/ 3000 PSI i / PROVIDE Y2' x 9" 'n <br />RECESS FOR FRT. DOOR <br />CONC. GROUT FROM FT. TO BEAM � �LHVACCHASE <br />SLOPE 4 <br />S <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB % TOP OF CONC./ PAVER T BE 4" <br />4'-0" I <br />4'-4" 4'-6" <br />FILLED CELL <br />I , <br />TYP @ALL PLACES SHOWN BASED ON 0 -0' BELOW FIN. FLR. <br />■ <br />■ <br />■ ■ ■ <br />HOOKED FTG. DOWELS 5" EMBED I i i LOCATION ........ . .. ' ...... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 i i . <br />:......... <br />' 1 ' <br />STEEL" ��� <br />----,------� <br />4'-0" <br />i i 16'-10" <br />12--10" <br />o <br />:: ' :: <br />10'-10 4 <br />STEPS AS <br />I <br />PROVIDE 1 Y2" RECESS i i <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO KITCHEN ISLAND <br />LOW WALLS <br />MASON'S SLOPE FOR OPT. .................. " " " <br />• .. <br />icj: <br />" " ' ' ....' : <br />CONDITIONS <br />WIDTH i i� — <br />■' REF. <br />C�t—I <br />CJ 4j ■ <br />— — T� — — — — . <br />----- ----- �_ _ L <br />-----_---- —_—=__ —=__ :: f <br />° I1 <br />TYP 1 <br />CHASE TO IS D <br />I D.W. t ° � .,..... <br />t I <br />lit80 <br />STORY U.N.O. <br />- <br />o <br />o <br />S3 <br />I I;: <br />7 <br />;, L� <br />III a? <br />'� <br />�' <br />, I __--------- <br />I SINK / DISP <br />I 3 1/2" <br />II <br />+t <br />L_ — — <br />j / 16' 0" 2, 94„ 6'-10" <br />O I 0'-0' I <br />■ <br />III I <br />/�• <br />I <br />t 9 <br />M <br />v <br />I <br />o <br />r <br />M <br />o <br />_ :• .. <br />I <br />1 I <br />I _ <br />v <br />■ ■ ■ ■ ■ ■ ■ •■ ■ ■. ■ <br />■ <br />■ <br />IN ■ <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />11 <br />-1 <br />MN <br />2'-10 1 5'-11 <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4"=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />—Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />N <br />0 <br />N <br />CV <br />0 <br />�,`sEt�s>t�tft�►t�vi <br />LEVVkoj <br />ad�a <br />*r Ir-•N <br />S <br />. <br />e ��• 00PE73750 <br />rs <br />Lu = <br />r <br />To the best of the Engineers 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 <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />F <br />of �� <br />O M 8 'CIO,r <br />r <br />c��l o m <br />M! <br />o] N W <br />rnr-I-L° LLWa <br />Ca LL L a W <br />zt0 <br />C =0 Y <br />L O H <br />�p4m O Lu <br />Z <br />o J a <br />N M Z Ln O <br />a Loo 3 <br />O U <br />W <br />❑❑❑ <br />z N M <br />0 0 <br />N <br />z o � <br />d <br />cl- <br />U) <br />N <br />M <br />V) <br />a <br />�o <br />a-J <br />W m <br />O <br />N <br />,,, g <br />C N <br />N <br />� .05 <br />e— U) <br />U <br />W J <br />=s <br />i <br />z� <br />N m <br />ti <br />o <br />w <br />coi <br />M <br />Z <br />o i <br />Z <br />� <br />J <br />LL- <br />Q E <br />E 0 <br />K <br />w z <br />z® <br />o a <br />N <br />O <br />U O <br />O <br />N¢o <br />aF <br />0 <br />O <br />04 <br />d Z <br />L <br /><O <br />r <br />W <br />ro <br />Z <br />Y <br />m0 <br />0 <br />—' <br /><E� <br />�Z <br />00 ¢ <br />d OU <br />Q <br />LL <br />W <br />U <br /><0 <br />o0nj <br />..3 <br />o <br />wF <br />�o <br />O <br />°z a <br />I <br />ar <br />00 <br />O <br />E � /� <br />7 Y / <br />O <br />N <br />N <br />(n <br />W <br />CU <br />0 <br />W <br />0 <br />O <br />Y <br />' <br />2 <br />O <br />m <br />O <br />E <br />= N <br />r <br />O <br />_ M <br />rn c. <br />r <br />EE <br />CV <br />M <br />N <br />Z <br />m <br />Z <br />E O <br />v; <br />(a <br />a <br />E .. <br />0 -j <br />'a <br />d o <br />-j <br />JOB <br />NO: <br />21-2030 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />-rl-r� TAT V T <br />