Laserfiche WebLink
ttttoi <br />I <br />MI <br />3 <br />3 <br />4 <br />S <br />rn <br />0 <br />I <br />a <br />ZW <br />rn <br />cc <br />S <br />rn <br />0 <br />0 <br />i <br />i <br />to <br />N <br />N <br />i <br />c <br />3 <br />0 <br />E <br />0 <br />2 <br />.S <br />0 <br />O <br />a <br />C <br />c <br />v <br />H.B.+ <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />no <br />.......... ........ .............. ...................... . <br />...................... <br />Cl)................ <br />1 <br />, <br />1 s <br />I <br />— — <br />\ 16'-0" 21 6'-10" . ' ..... :: <br />\ <br />Ii <br />I ■ <br />:: <br />-31 /2" <br />\ <br />101-011 <br />I <br />I <br />O <br />I \ \ \ SINK / DISP <br />inl <br />\ I <br />\ \ F�— <br />o <br />in <br />L <br />S3 <br />\\\ I I D. W. I o o I I r <br />I \ \ II I <br />I} 1 <br />S3 N <br />Lo <br />STEPS AS <br />\ \ CHASE TO IS 4D— <br />PROVIDE 1 Y" RECESS \ \ CJ L — — — — — — — — — — — — CJ OPT. T C 1 CJ : <br />\ REF. <br />I <br />I1 <br />o { I <br />I 1 <br />CJ - I I ■ <br />TYP @ 1 <br />STORY U.N.O. <br />T <br />REQUIRED <br />FOR SGD. REFER TO \ <br />10'-104' <br />PER FIELD <br />MASON'S SLOPE FOR \ KITCHEN ISLAND :: <br />I <br />:: <br />CONDITIONS <br />WIDTH \ILOW WALLS I • ::: .. I <br />4'-0" <br />I \ \ 16-10" <br />-12'-10" <br />0 <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />\ \ <br />W/ (1) #5 REBAR VERT ABOVE SLAB \ :::::::::::::::::: ::::::...... ..... ::::: <br />::::::: <br />■ ■ ■ <br />TYP @ ALL PLACES SHOWN I \ \ I <br />TOP OF PAVER T BE 4' <br />. ■ <br />■ 4'-0" <br />4'-4" 4'-6" <br />(2) #5 REBAR <br />I HOOKED FTG. DOWELS 5" EMBED \ \ \ HVAC CHASE BELOW FIN. 0'-0" <br />\ N. FLR. <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ <br />I STEEL" \ BASED ON <br />SLOPE <br />FILLED CELL <br />PROVIDE J2" x 9" <br />I \ LOCATION I RECESS FOR FRT. OOR M <br />I <br />L <br />\ 2'-6"x2'-6'X1'-0" FTG <br />\ <br />25'-1 n 4% W/ (3) #5 E.W. <br />4'-4" <br />`r' <br />•=1'd <br />- - - - ---I- - - -�I r - - - <br />' <br />IT <br />A <br />CJ CJ \', � <br />\ K <br />( 2 #5 REBAR <br />) <br />ao <br />TYP @ 1 STORY S3 <br />C <br />\ I C <br />S3 <br />I <br />_ , <br />U.N.O. <br />Ak S3 <br />-ri <br />VERTICALS w/ in <br />I I I AHU I I <br />FILLED CELL <br />- <br />2'-6"x2'-6"X1'-O" FTG N :: <br />.0 _ <br />W/ <br />#5 E.W. <br />T-1" <br />1_ " x2611 x10 1_ 1_ " <br />26 <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/in <br />(3) G <br />PoT. -3 1/2" <br />I I i <br />S3 OPT. D <br />SL0 I <br />FILLED CELL <br />^ <br />�— <br />. <br />■ I <br />--------_MV-10" <br />I O'- <br />3-5'-3 <br />' <br />I <br />1 <br />• • <br />II O <br />I <br />■ — CJ <br />3-1/2" MIN 3000 PSI CONC. I I ' 2`1- T-10" 1'-I': EDGE OF SLAB 2" I <br />CD <br />SLAB FOR HERNANDO BEYOND WALL <br />COUNTY ONLY <br />J <br />N <br />3-1/2" MIN 2500 PSI CONC =� K <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER r <br />35:-4"IIA 20'-6" <br />■ <br />I <br />I <br />BUILDER TO <br />0'-0" I <br />:: <br />I : : ' <br />PROVIDE <br />I <br />(2) #5 REBAR <br />I <br />I ; <br />APPLIANCE <br />VERTICALS w/ in <br />4 -0" <br />12 -1 ' : <br />O <br />PROTECTION <br />FILLED CELL <br />WH• <br />ZD <br />WHEN REQUIRED <br />o <br />o <br />PER FBC <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ ■ <br />■ <br />■ <br />■ <br />5'- <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />H.B. <br />7-1 <br />8'-6" <br />C' <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: %4'=1'-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 />VWVF PLACED IN r1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />LF <br />v w g <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />•,� <br />Lei, <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 />"Aftemate: <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 />��O 4'!rty r�pr <br />�`•, <br />® <br />F 0 <br />•� <br />pROFESVO'a!^ <br />\\� <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 />Engineers signature and seal. <br />v) <br />H <br />�8a �e <br />0 <br />tip <br />O <br />.-. aD <br />•7 N ik LL W <br />M <br />�ru7`r`� w a <br />u. a <br />Q <br />NMa YYn <br />LLLL aw J5 <br />o <br />Z <br />r <br />oNa <br />11 <br />0f <br />•i9 J <br />OmO <br />Z <br />o9m� <br />OO <br />MZunW yZ <br />❑ ❑ ❑ <br />z � <br />0- Ili <br />QE3J <br />- N <br />C, <br />Z -8 <br />U <br />5 <br />4-J <br />(� <br />N LL <br />w c <br />ca <br />0 <br />Lu 8 <br />N <br />U <br />U � <br />� <br />Q <br />� <br />0C <br />e, <br />S <br />co <br />W <br />Z <br />cop <br />E <br />� <br />:g <br />4 <br />z• <br />Q <br />E o <br />V <br />0 <br />w <br />a � <br />U <br />0� <br />d <br />w <br />0 <br />z¢r <br />0. <br />O <br />iV <br />L <br />az <br />yo <br />O� <br />WZ <br />�W <br />w <br />ro <br />- C <br />�o <br />� <br />y� <br />�0 <br />0 <br />Oz <br />>z <br />z <br />�b <br />�Z <br />2 <br />N { <br />$ <br />Z <br />a0 <br />O <br />u� <br />�2 <br />�O <br />x <br />CC) <br />�L <br />J <br />L <br />Al <br />W <br />to <br />c� <br />._ <br />a <br />00 <br />� <br />T- <br />Q <br />C U <br />c <br />O <br />m <br />O <br />_ <br />T <br />C14 <br />0 <br />LO <br />r <br />Lo <br />co <br />M <br />T <br />N <br />rri r <br />o <br />Z <br />Z <br />E O <br />` <br />v 0 <br />a o <br />JOB <br />NO: <br />21-1071 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />