Laserfiche WebLink
c <br />v <br />TYP @ 1 <br />STORY <br />A <br />S3 <br />t H.B. <br />TYP @ 2 STORY <br />J <br />ss <br />II, <br />II, II, <br />II, F <br />e <br />19 <br />1 <br />J <br />NC c0 <br />AD <br />AD <br />I <br />20 '-10" <br />5'-0" <br />I TUB <br />:- — <br />tl—------ <br />\Ofr <br />o <br />2 STORY co <br />{ I \ W'C' • � <br />2 STORY o <br />\ I <br />S6 <br />iv III <br />S6 <br />' IHVACCHASE <br />I} <br />�— .;0 <br />I LA <br />'v <br />r <br />(BASED ON ` <br />} <br />��I <br />o <br />LOCATION `� \ <br />SHOWER i PLUMBING <br />• .. • • • <br />o <br />r <br />co—__--- <br />.�� <br />`� \ <br />LINE <br />- - -J - - <br />{I . . <br />- - - - - - - - - <br />INDICATES FILLED CELL w/ 3000 PSI \�� <br />CONC. GROUT FROM FT. TO BEAM W/ <br />(1) #5 REBAR PERT ABOVE SLAB TYP <br />I SECOND. <br />`� `� STUB UP TO I} FLOOR • : <br />2ND FLOOR 1 <br />FOR A/C I "' <br />GJ CJ <br />; {PROVIDE Yz" <br />I <br />I @ ALL PLACES SHOWN HOOKED FTG. <br />5" EMBED W/ 25" EXT. ABOVE <br />` f �� <br />I' x9Yz" <br />RECESS <br />19 <br />CY)DOWELS <br />"GRADE <br />�' W'C'J <br />FOR FRT. <br />SLAB 40 STEEL" <br />L <br />.� L �—- <br />' 18'-10;..'.'.'.'.'.'. .'............ <br />_............ <br />'.'.'.'.' DOOR <br />I <br />22'-10" <br />[V-3" V-8" <br />1 18'4" U 6-9343'-0" 2'-8" 64" <br />2'-6" x 2'-6" x 1'-01. <br />J <br />' <br />TYP. <br />ih <br />W/ (3) #5's E.W. <br />8'-5" <br />3'-10" <br />1/8":V-0" <br />S3 TAPER �-4" SL— OFE I <br />2STORY 0 BE 4" <br />G21'-6" <br />2-4- x 2'-6" x 1'-0" <br />BELOW FIN. FLR, <br />_ W/ (3) #5's E.W. <br />2'-6" x 2-6" x 1'-0" <br />W/ (3) #TS E.W. <br />�? <br />+CJ <br />I I I I <br />SIM. W <br />---- <br />4 <br />III <br />STEP <br />CC <br />j. I I I14 I= �'O�a„ I <br />KITCHEN I II uo I <br />C <br />S3 <br />S3 (2) #5 REBAR <br />Q <br />I 3-1/2" MIN 3000 PSI CONC. SLAB. I ISLAND LOW I I `� <br />VERTICALS w/ <br />in FILLED CELL <br />iiS <br />I HERNANDO COUNTY ONLY WALLS I II II �I I <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 _ J <br />��, <br />_ <br />r, / <br />I � Y <br />I MIL VISQUEENVAPOR BARRIER <br />CHASE TO I I <br />III II <br />18" ISLAND <br />'-5� <br />'I' <br />—J <br />CC <br />S3 <br />S3 <br />12'-6" x 2'-6" x V-0" I j 2'-6" x 2-6" x V-0" <br />SW <br />I J <br />LO <br />TYP @ 1 <br />W/ (3) #5's E.W. I I W/ (3) #5's E.W. <br />S3 <br />STORY <br />2 STORY <br />- —1T— <br />— <br />— — I — — <br />I <br />4 <br />cc <br />` <br />— <br />- I <br />t <br />■ • CJ — +� <br />t CJ <br />r <br />ai <br />r <br />PROVIDE 1 y" RECESS I I <br />FOR SGD. REFER TO TYP @ OPT ill <br />2 STORY REF i II <br />'- 'x '-0' <br />ICONC. <br />I PATIO <br />I MASON'S SLOPE FOR <br />= rt _ <br />S-3 1/2 <br />SLOPE' <br />WIDTH I S __.-. _— _ _ � <br />BUILDER TO PROVIDE <br />iv <br />60 <br />APPLIANCE PROTECTION <br />io <br />1/I <br />I SW o <br />WHEN REQUIRED PER FBC <br />SLOPE <br />18'4" 4'-6" 7'4" <br />T-8" <br />20'-7' <br />I <br />2'-6" <br />CC <br />L <br />I <br />----��----� .. <br />I I f 1 I• . 'n <br />`S3 <br />(2)#5REBAR <br />S3 <br />; <br />_ &D <br />1_4 <br />VERTICALS; / in <br />— <br />■ I <br />D I I I 11: • <br />VERIFY LOCATION FILLED CELL <br />N <br />■' <br />FOUNDATION PLAN - ELEV-B1 <br />SCALE: Y4'=V-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 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />WWF PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />wg <br />a <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 />N <br />c <br />o <br />:tz <br />N <br />u.r <br />m <br />s CM O <br />C b m :.c <br />.r C LA_ n- <br />N Cc O <br />yy N L <br />N m O <br />Q N N 9C <br />O) <br />y n r +x <br />cc 0 cc <br />is ,m ai .n <br />dcc <br />A <br />_ -m <br />to a- <br />c � <br />em fl <br />_ U 00 OG <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 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 />V <br />p <br />c <br />100 <br />" <br />N N O M LL <br />J LZ L L-W <br />a <br />52 <br />Z <br />�� o <br />W <br />°f Z a)Z Cl) Q <br />ZN <br />O U y <br />W <br />00 <br />z 2F <br />z � <br />z <br />N <br />z <br />4--J_ <br />•U <br />`n g LLI <br />� <br />V) <br />c E <br />Ln <br />t <br />U � � <br />I <br />CD <br />ti <br />0 <br />w <br />Z <br />w� <br />g <br />Q <br />cc ni <br />o <br />U <br />ZO <br />WM <br />U <br />z <br />cp <br />�0 <br />a <br />tom: <br />M <br />dZ <br />� v <br />Y <br />Nx <br />& <br />gs <br />Z <br />Wi?�jC <br />as <br />4lz <br />s? <br />r <br />i <br />= <br />Y / <br />9 <br />O <br />^Q^ <br />CL <br />O <br />p <br />rMCV/•� <br />W <br />L / <br />M <br />'2cc <br />Q� <br />COI <br />04 <br />C7 0 <br />04 <br />N C� <br />Lin <br />Cn <br />Q <br />LO <br />LO <br />�- <br />E <br />T <br />CV)o <br />m <br />Z <br />E O <br />`° <br />a <br />o <br />U _j <br />«? <br />Q p <br />c <br />JOB <br />NO: <br />23-00521 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />