Laserfiche WebLink
C <br />c <br />d <br />L. 65'-0" <br />64ff 1'_4" 3'- 5'-0" 5'-0" 1. 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 1. 2'-1064" 1.5'-1164 _ 5'-0" 5'-4" <br />H.B+ <br />A <br />TYP @ 1 STORY S3 <br />U,N.O. <br />■ <br />■ ■ ■ I <br />.... ■ <br />■ 1■ <br />.................. <br />■ � ..... ­­_ ■..................... <br />--- - <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />I <br />T <br />o <br />o <br />— — <br />\ 16'-0" <br />2f'934" <br />6'-10" . ' ..... <br />I <br />I I } <br />0'-0" <br />o <br />- <br />oo <br />I \ \ �_ <br />I <br />SINK / DISP _ <br />----- <br />_ <br />LO <br />' <br />L <br />S3 <br />\\ \ Fr <br />I \\ \ D.W. I o <br />II <br />I I <br />I .. <br />T <br />I} I M <br />83 iv <br />1 <br />LO <br />r <br />-v <br />IL___J <br />\� <br />_______ <br />I CHASE TO IS D ;; <br />—___—=—_ <br />;; <br />:; <br />II <br />o I <br />I <br />TYP 1 <br />r- <br />\ —I� <br />\ \ \ CJ � — — <br />I PROVIDE 1 2" RECESS \ <br />_--- _---- <br />— — — — — — — — <br />_=_— <br />— — J CJ OPT, <br />REF. <br />— — — —I— CJ— <br />'. <br />— — <br />— CJ : — <br />I I <br />CJ —�I I <br />I <br />■ <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />FOR SGD. REFER TO \ <br />::: '.: '. <br />'. '. '. '. '. '. '. '. '. '. '. '. '.: <br />: '.'.'. <br />::.' :: <br />10'-104" <br />PER FIELD <br />MASON'S SLOPE FOR \ <br />I <br />KITCHEN <br />ISLAND <br />CONDITIONS <br />WIDTH \I� \ <br />LOW WALLS I • ::: .. <br />I <br />; ; <br />_ <br />0 <br />d <br />4'-0" <br />I \ \ <br />16-10" <br />12'-10" <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />\ \ <br />\ \ <br />1:::::: <br />— _ — <br />— • — — — —` — <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />:::::::::::::::::: <br />...... .::: <br />::::::::::::: <br />.... <br />::::::: : <br />■ <br />■ <br />, <br />TYP @ ALL PLACES SHOWN I \ \ TOP OF CONC.I PAVER T BE 4" <br />TO F CO C./ <br />(2) #5 REBAR <br />I HOOKED FTG. DOWELS 5" EMBED <br />\ \ <br />0 -0 <br />O <br />4'-0" <br />4'-4" <br />4'-6" <br />0. <br />VERTICALS w/ in <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 \ \ HVAC CHASE <br />STEEL" \ YZ' <br />SLR I <br />FILLED CELL <br />I <br />` <br />BOCADTION <br />PROVIDE x 9" <br />I <br />\ <br />\ <br />RECESS FOR FRT. POOR - <br />( <br />L <br />I <br />\ <br />\ \ <br />2'-6"x2'-6"X1'-0" FTG 'n <br />I _4f. <br />S3 <br />o <br />25'-10128 <br />\ \ <br />\ \ <br />9.-W8 <br />W/ (3) #5 E.W. <br />4, 4„ I <br />Ln <br />ra <br />I <br />\ \ <br />\ \ <br />. . . . <br />- - - - - - <br />' <br />- <br />CC <br />(2) #5 REBARlini <br />00 <br />TYP @ 1 STORY S3 <br />\ <br />S3 <br />U.N.O. <br />S3 <br />C? IAHU II <br />FILLLED CELLVERTICALS <br />2'-6"x2'-6"X1'-O" FTG <br />^ <br />3'-5" <br />T-12'-6" <br />x 2'-6" x <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/ in <br />SLOPE <br />W/ (3) #5 E.W. G -3 1/2" <br />S3 <br />I <br />I OPT. D pT. <br />FILLED CELL <br />— <br />r,� <br />U0 <br />---------- <br />M <br />5'-3" V-10" T-6" I <br />0 I <br />I: <br />�� <br />T <br />T <br />I <br />— — — <br />T.' <br />■ <br />— CJ <br />:: <br />CJ <br />I <br />: <br />— CJ <br />o <br />3-1/2" MIN 3000 PSI CONC. <br />2. 74 f <br />7'-10" 14. <br />EDGE OF SLAB 2" <br />SLAB FOR HERNANDO <br />; <br />BEYOND WALL <br />COUNTY ONLY <br />J <br />N <br />3-1/2" MIN 2500 PSI CONC -N <br />- <br />K <br />o <br />S3 <br />1' <br />SLAB OVER 6 MIL VISQUEEN I <br />'; <br />I <br />S3 <br />I <br />I <br />�`�, <br />VAPOR BARRIER ♦_ <br />' &4 <br />35'-4" <br />20'-6" <br />BUILDER <br />■ <br />0'-0'. <br />. <br />: ; <br />( <br />PROVIDETO <br />I <br />(2) #5 REBAR <br />' <br />; <br />I <br />APPLIANCE <br />VERTICALS Win <br />4'-0" <br />12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL <br />WH• <br />WHEN REQUIRED <br />�— <br />PER FBC <br />---- — — — -- <br />— — <br />— — — --- — —�-' <br />— <br />— — <br />— <br />— -- — — --I <br />,_r, . 1 51- <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6'-4Off r,f_nf, <br />N. Ell <br />:e <br />H.B. <br />T-1 <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 FBC 6th EDITION (2017) <br />BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE <br />AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL <br />NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE <br />REPLACED WITH 3000 P.S.I. FOR THE CONCRETE 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 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 />w z <br />w� <br />un 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 />R>> ? <br />s Mhr 4 <br />;t <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 2017 <br />Florida Building Code - <br />Residential 6th 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 />F <br />Q <br />E m 00 <br />V O N (p ap <br />CJ N # <br />G <br />N m W LJL <br />to <br />�! <br />]�-. J W <br />rn � �? u a <br />\ <br />Z <br />W U <br />djMM Lu <br />jLLa aa� <br />zzo <br />f6�v <br />r o K co O <br />uj <br />7'@N � m m <br />0 <br />W <br />Z <br />IL ILU <br />c 0¢ a <br />. _j <br />N N K 0 rn <br />U J <br />O <br />Z <br />❑❑❑ <br />W <br />Z N <br />z � <br />z o <br />J <br />U <br />n' <br />_ � <br />a <br />(r c <br />W <br />1 1 <br />o <br />�I <br />_ <br />L1J <br />� <br />U <br />0 <br />Lu s <br />V) <br />0 <br />N <br />.f) <br />U <br />LLj <br />tas <br />®® <br />c_) <br />c u) <br />`� o <br />m <br />CD <br />o <br />w <br />coM <br />z <br />o <br />Z <br />2 <br />u <br />c E <br />`;o <br />QO <br />2 <br />>r <br />¢R <br />E <br />F� <br />2® <br />❑a <br />(0 <br />~ <br />o E <br />oa <br />a8 <br />�o <br />&z <br />N <br /><o <br />¢ <br />a <br />�� <br />� L <br />ro <br />=o <br />nm <br />m � <br />o <br />z r <br />N <br />J <br />7 <br />¢w <br />N <br />cn <br />O g <br />o <br />U <br />IBMa <br />mw <br /><o <br />=k <br />o <br />w< <br />_o <br />o <br />o <br />I co <br />< <br />zlll <br />� <br />0 3 <br />J <br />�NCU <br />CU <br />> <br />`° <br />N <br />J <br />i-1 <br />< <br />C <br />0 <br />U <br />C4 <br />cc o <br />N <br />M <br />o <br />Z <br />E Q <br />rn <br />ca <br />a <br />E <br />0 _j <br />¢ o <br />JOB <br />NO: <br />20-6581 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />