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c <br />c <br />v <br />37'-811 <br />7'_ <br />5'-211 51-1 II 6 4" 10 5--0" <br />3'-0" TYP <br />A L <br />S3 H g + S3 <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />04 <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE %" x 9" iv <br />o <br />r <br />PSI CONC. GROUT FROM FT. TO <br />: BEAM W/ #5 REBAR <br />RECESS FOR FRT. DOOR <br />31/2" SLOPE - <br />io <br />;n <br />STEPS AS <br />(1) VERT <br />U1 TOP OF CONC./ PAVER TO BE 4" ----� I <br />10 <br />REQUIRED <br />I ABOVE SLAB TYP @ ALL <br />0 0 I PLACES SHOWN HOOKED FTG. <br />is BELOW FIN. FLR. <br />_I 2'-0" 4'-0" 2'-0" 6'-0" 1'-101, 5'-2" <br />I I �. <br />PER FIELDI <br />CONDITIONS <br />DOWELS 5" EMBED W/ 25" EXT. <br />; <br />C 1 ABOVE SLAB GRADE 40 STEEL' <br />CJ CJ ..... — ; ■ N� ■ ■ ■ ■ ■ <br />_. <br />I— TYP <br />PROVIDE 1 Y2" RECESS <br />FOR SGD. REFER TO <br />HVAC CHASE 1 AHU I; <br />_ <br />00 <br />o <br />L <br />S3 <br />MASON'S SLOPE FOR <br />�, <br />I WIDTH LO <br />BASED ON <br />LOCATION <br />•. / I . <br />Ln <br />in <br />I <br />I <br />/ <br />I i•� �• (2) #5 REBAR <br />�3 1/2" <br />32'-84" <br />`� - 4'-88" ' ' VERTICALS w/ in I <br />L_ <br />FILLED CELL <br />I <br />— — <br />s a <br />37'-5$" 2 V-28' <br />6-4" X-8" 7-811 1 <br />2'-1" 31/2" <br />4'-0" <br />I G <br />SLOPE <br />Ln <br />S3 <br />II CJ — — — — — —I CJ CJ <br />i --�— — — — —r� - — — — --__} <br />— — — _I 1j 1 ---- --- 1 ��� <br />t4 <br />:: _ . I CJ I <br />_ — — — — — <br />I I _� _�.� _ _ <br />o <br />o <br />N <br />ASE <br />i KITCHEN ISLAN , CH ISLAND <br />2'-6"x2'-6"x1'-0" LOW WALLS I l �D <br />a r-• I1 J <br />I i S3 <br />p W = <br />a t <br />W/ 3-#5 E.W. CJ L.� _ _ - - - - - - bN <br />G SINKw/DISP r <br />) j K <br />ih <br />S3 : N <br />1 } O S3 I <br />o <br />23'-11" 2'-10" 41.1411 <br />} I: <br />11811 <br />`n <br />t}t <br />I(2) #5 REBAR <br />q <br />S3 <br />: <br />�cj �Cj <br />} K VERTICALS w/ in <br />) j I ' S3 FILLED CELL <br />N <br />I CJ <br />T <br />T rI : ...................... <br />o0 <br />a 1} <br />1.........I: ...: ::.......:.. <br />._:___._.�............. : :::: ■ <br />— <br />01-01, <br />PN <br />OCP <br />00 <br />( : ■ <br />Cl) <br />13'-7--2" G'] <br />CJ CJ <br />■ <br />: ici CJ <br />... : %: ...... :... — — — —�� — — I— <br />— - — I—� — — — — — — — — <br />0? <br />Cl) <br />,-ter, <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />SLAB OVER 6 MIL VfSQUEEN <br />VAPOR BARRIER I : ■ <br />CP <br />/ .......:::: a �� <br />(3000 PSI CONIC. SLAB FOR 1 <br />I i Li <br />IL <br />HERNANDO COUNTY ONLY) <br />I °' <br />I <br />� <br />.. <br />........................... <br />H.B A <br />7-2" 5'-2" 6-0" 6'-0" T-O" 3'-10" 4'-0" 3'-10" 4'-8" <br />4'4" L 5'-2" L 5'-10" <br />FOUNDATION PLAN <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <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 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN 1/8" SAWCUT x 114 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />Lux LU <br />g <br />N <br />CONTROL JOINT DETAIL <br />SCALE:1 117=1'-0" <br />#5 CONT REINF. SEE <br />• " <br />FND. FOR QUANTITY <br />',; ' <br />;•; <br />#5 X 25" X 25" CORNER <br />�' '� ; :' '•_; <br />; ; <br />'•- <br />BAR ONE FOR EA. <br />' <br />' <br />HORIZ. REBAR, TYP. <br />�., <br />• <br />U.N.O. <br />' <br />"Alternate: <br />_ _ ,; • <br />:r,; :; :;;,:::;;,: :; :;; <br />The reinf. bars shall be <br />cont. around comer by cold <br />• ,:• • ,; • <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1 /2"=V-0" <br />Z M <br />O <br />Z �O <br />� <br />Z <br />`d <br />; <br />�. <br />J <br />Z <br />O <br />W cn <br />i--� w <br />"U — <br />0 LU <br />N <br />1— <br />E <br />0 <br />00 <br />m r` <br />U <br />LL g <br />N c) <br />G) co M <br />F- E <br />—0 <br />w •o M <br />O`oo <br />N <br />L LL 00 <br />0 <br />Y n <br />U5 <br /><C 0) <br />M<0 <br />a <br />a <br />I CBoC <br />B <br />D• <br />•� <br />0. <br />° �i,Ku, <br />n <br />^� <br />N F <br />czl <br />�- o�.J- N <br />Z <br />o'F�}� <br />:�C9.. S-t' �', Imo- <br />LL•Jis► <br />-j(D <br />/�/y.... �•` 4 <br />N M0 <br />,� I l Q CL-u- O r <br />CL <br />Luz <br />, <br />Z O c (1)v <br />(��°�• <br />m 2 c <br />"o� n <br />m <br />.� <br />U0 <br />LU <br />'�`�fU!1114fi��� <br />❑ ❑ <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />r4 <br />Z <br />� <br />1- <br />> (n M 00 <br />Q u Ln <br />0 ui ',= d- <br />a(ULL '� <br />..•. <br />Q U a 00 <br />.� <br />Z <br />W <br />J <br />oZ <br />3Lr) <br />�o <br />z a <br />Z� <br />aQ <br />f F <br />z <br />w Q o <br />�Z08O <br />Q <br />J <br />?Uz¢ <br />� <br />�OWZ W <br />WJ <br />z <br />O Ce o <br />w <br />0 <br />FWo <br />oN <br />Zz <br />¢o <br />Z f <br />z <br />� <br />z <br />43: <br />fa <br />Z <br />S <br />>O <br />o <br />Q <br />J <br />U <br />cn <br />0 <br />z <br />0 <br />W <br />o <br />o <br />o N <br />�: <br />wood <br />U�p]� <br />fV <br />ZLum <br />l z J <br />Q <br />Q <br />N <br />Q <br />10, �o <br />Z <br />Z <br />LU <br />fV <br />Ln <br />LLI <br />Qao� <br />Q <br />J <br />�.{di <br />Q <br />Z <br />owo <br />~ MIZ <br />M <br />z <br />a <br />m <br />2 <br />Qo <br />0 <br />LU <br />.-I <br />a <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION N0. 200 <br />SHEET NO. <br />6.0 <br />I 1 11 11 - I - - I I If- - - - - <br />