Laserfiche WebLink
c <br />c <br />v <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" 8'-6" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />6'-0" 6'-0" 6'-01, 6'-0" 6-0" 5,-23g" 8., REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY <br />3'-0" v W z <br />U.N.O. -)4 w <br />A `n <br />S3 H.B. <br />CD <br />BUILDER TO <br />(2) #5 REBAR <br />4'-0" 12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />10 <br />O <br />0'-0" 1 <br />I <br />PROTECTION <br />WHEN REQUIRED <br />■ <br />I <br />:: <br />:: (; : <br />PER FBC <br />35%4' <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. o <br />N <br />I SLAB FOR HERNANDO _mN <br />rh <br />COUNTY ONLY S3 <br />I <br />S3 <br />3-1/2" MIN 2500 PSI CONC : <br />SLAB OVER 6 MIL VISQUEEN 2'-74 4'-9" 4'-10" <br />VAPOR BARRIER EDGE OF SLAB 2" <br />- <br />■ I CJ :: I GJ I : BEYOND WALL CJ <br />I <br />o <br />I <br />5'-3" 1'-10" 3'-6" N r <br />� <br />I O I I• N I o� <br />r� <br />(2) #5 REBAR <br />VERTICALS w/ in <br />- - - - - - - - - - - <br />I + i �°° :.:.....::....:: • <br />v <br />PT. OPT. D <br />M <br />FILLED CELL <br />I I o 3 1/2" <br />2'-6"x2'-6"X1'-0" FTG G <br />W/ (3) #5 E.W. S3 �._ ._ _.� �T 3'-5„ <br />SLR <br />(2) #5 REBAR <br />;- <br />2'-6" x 2'-6" x 1'-0" <br />I AHU I <br />VERTICALS w/ in I <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 <br />o0 <br />/ S3 <br />I CJ CJ <br />— <br />- <br />0 <br />...... <br />I 28 z <br />■— <br />4'4" <br />°' <br />G51 <br />2'-6"x2'-6"X1'-0" FT <br />W/ (3) #5 E.W. _ <br />I 4" I <br />L <br />o <br />(2) #5 REBAR <br />ih <br />INDICATES FILLED CELL w/ 3000 PSI I / I PROVIDE Y2" x 9" 11'' <br />CONC. GROUT FROM FT. TO BEAM / //�' RECESS FOR FRT. POOR <br />SLOPE I <br />—� <br />S3 <br />LO <br />VERTICALS w/ in <br />/ / TOP OF CONC./ PAVER T BE 4" <br />W/ (1) #5 REBAR VERT ABOVE SLAB / / HVAC CHASE <br />4'-0" <br />4'-4" 4'-6" <br />FILLED CELL <br />( TYP ALL PLACES SHOWN / i / <br />@ BASED ON � 0'-0" BELOW FIN. FLR. <br />/ <br />■ <br />• . ■ <br />■ ■ ■ <br />HOOKED FTG. DOWELS 5" EMBED / i LOCATION I ..:::::::::::::::: <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 / i / ::::::::::::::::: ::::::::::: : ::: :::.. <br />ISTEEL" /i/ <br />......... <br />1 ' <br />-----.------I <br />4'-0" <br />16'-10" <br />"12'-10" <br />o <br />STEPS AS <br />PROVIDE 1 %" RECESS / / <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO / KITCHEN ISLAND <br />MASON'S SLOPE FOR OPT. , '• ...... """ ' "' ' <br />LOW WALLSri <br />icJ: <br />10'-104" <br />" ' ' "" <br />I <br />CONDITIONS <br />WIDTH / i/ • <br />CJ r------— — — — — — CJ REF. ICJ <br />■ <br />CJ- -F.I ■ <br />/�/ <br />------ ----- I <br />T�—i�___l--_---- C 'D=== — — — — — — — 1. <br />I I — — — — <br />TYP@ 1 <br />ASETOIS <br />.. t.... <br />I I D.W. 100 <br />t <br />t <br />lit <br />STORY U.N.O. <br />A iV <br />T <br />S3 <br />/// I I <br />LO <br />SINK / DISP <br />-3 1/2" <br />I <br />/ / <br />/ / <br />I <br />t 10-01' I <br />L_ — — <br />/ 16'-0" 2.-.. 6'-10" <br />■ <br />M <br />0 <br />o <br />— <br />L--------- <br />f <br />4---- --- —+-- --------- ---------I-- <br />—----t--------J <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 111 <br />■ <br />■ <br />■ ■ <br />TYP @ 1 STORY <br />H.B. U.N.O. A <br />S3 <br />1'-9a �. 3 -2a �. 5'-0" L 5'-0" L 5'-10" <br />2'-10-.Q 4" 1 5'-11 <br />5'-4" <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4'=V-0" <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1 -0 <br />#5 CONTINUOUS <br />::•' '�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />\ <br />#5 X 25" X 25" CORNER <br />'� ; • <br />'� ',� �' '�;"; �_ <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />' <br />U.N.O. <br />*"Alternate: <br />- <br />The reinf. bars shall be <br />\. • • •. • • \ \. . • %• <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. <br />CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />r� <br />-sue, <br />,,=��c%$! s it!€Ellie <br />� �,,o I � f <br />ryf g <br />,. <br />..... <br />C, <br />• <br />�✓ <br />C7 <br />�C <br />`1 ,� <br />• o <br />s <br />�• <br />f <br />` <br />„ <br />d <br />s <br />• o <br />i"'t� � <br />�.. •b <br />0 a S :� B 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 <br />Florida Building Code - <br />Residential 7th Edition. Engineers <br />signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />IN <br />W <br />Q <br />c E oo <br />o 6, <br />N N T # LJL <br />C J <br />0 <br />L0 <br />ems.. <br />7 N it LL W <br />QN <br />cNn V LL° Y <br />1133 <br />� L`� ° Y <br />R0 <br />L« O o -1 <br />0 -1 <br />2 <br />`¢ <br />W <br />WZccN <br />mo.� <br />U) <br />a <br />IL <br />IN.� Z d' cn o <br />U U <br />Z <br />O <br />❑0(] <br />W <br />z N <br />o g <br />z co N <br />z � � <br />J <br />N <br />M <br />z <br />v <br />- <br />W <br />n A <br />l0 <br />U <br />OW <br />O <br />fCi <br />r— cn <br />v <br />W J <br />U <br />z �S <br />I <br />o I <br />ID <br />0 <br />¢ o <br />soo <br />co <br />Mm <br />w <br />co <br />O <br />Z <br />4 <br />U- <br />E <br />Q <br />E O v <br />z o <br />o0 <br />N <br />QN <br />z® <br />t� <br />K o <br />oo <br />_ <br />O <br />B <br />_5 <br />¢ <br />O <br />o <br />dZ <br />N <br />oo <br />o <br />m� <br />U) c <br />_ C <br />o <br />o' <br />zr <br />'< <br />65 a� <br />J <br />m <br />Qm <br />w <br />�z <br />to <br />z <br />o ¢ <br />zo <br />¢ U <br />2?C. <br />Q SSS <br />U <br />w� <br />a� <br />a <br />mw <br />=r <br />O <br />v <br />ila <br />aF <br />° 3 <br />O <br />C O <br />to <br />> Lo <br />L <br />°1 <br />cc <br />c� <br />. � <br />0 <br />o <br />L� <br />M <br />Lo <br />LL <br />Q <br />,� <br />> <br />o <br />O <br />m <br />o <br />t— <br />= N <br />� <br />It C14 <br />LO <br />r <br />U-) <br />0-0 <br />r <br />E <br />tV <br />CM <br />Z <br />CIS <br />z <br />E O <br />�; <br />cc <br />EL <br />E <br />U ° <br />Q p <br />-j <br />JOB <br />NO: <br />21-1079 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />