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11 <br />�F«._k, _ _ .. I Lt.-k, I-1 I. L_.!d...-_-.=_.1_-_. _-- ...._,___ ..- -. - _ I _ - _ _ - - _--A-- _ — 1:. _ _ _ _ _- _ _ <br />c <br />d <br />MEIN <br />1' <br />A <br />H.B. TYP @ 1 STORY S3 <br />I U.N.O. <br />6'-0' <br />2'-10jff" . 5'-1 <br />5'-4" <br />■ ■ ■ ■ ■ ■ ■" "■ ■ ■' "■ <br />...........................................•............................ .. ................ ...................... ..... <br />■ ■ ■ ■ <br />...... ..... .... ..................... <br />T <br />o <br />I <br />of <br />e <br />1 <br />\\. <br />0 <br />� . <br />\ \ 16'-0" 62�-" 6'-10". .. <br />\ <br />.. I I <br />• • <br />� <br />r-- <br />\ � <br />0'-011 I <br />i <br />I..... <br />\ \ • • <br />\ \ <br />o <br />-31/2" <br />. • .. <br />I \ \ \ SINK / DISP .. , . <br />.. I I <br />.. } 1 <br />LO <br />u' <br />L <br />s3 <br />— <br />\� \ rF—=—------- I I <br />\ � \ \ I I D.W. I <br />I \�\ \ •�:::.: <br />I O� <br />M <br />S3 iv <br />it i :: <br />I \ \ \ L — — — �_ _ _ _ _ _ _ CHASE TO ISLAND <br />II <br />o i I <br />TYP @ 1 <br />■• " \ CJ L------------� CJ OPT. .. T�� CJ;' <br />PROVIDE 1 Y2 RECESS \ \ <br />\ <br />CJ-I I •■ <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />FOR SGD. REFER TO \ KITCHEN ISLAND REF.: ; • ..:::..:.• .• •• ..., •, .• •• .• .• .• ., ., ., .• : :.•. •. • <br />...•.•.: ::::: 4 , <br />PER FIELD <br />I MASON'S SLOPE FOR I \� LOW WALLS • . <br />4 <br />CON[�I�JONS <br />WIDTH <br />�12'-10" <br />0 <br />,n <br />( \ \ 16'-10" <br />INDICATES FILLED CELL w/ WOO PSI <br />' <br />.. ... ..� .... " .......� ... <br />I CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE " ' ::::::::::: .::: . <br />W/ (1) #5 REBAR VERT ABOVP SLAB \ \ BASED ON SO.-O., TOP OF CONCJ PAVER T BE 4" • • <br />I TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED <br />. <br />:::::::. : ■ <br />....... ■ <br />' ■ <br />4'-0" <br />4'-4" 4'-6" <br />"GRADE \ PROVIDE Y2" x 9" <br />W/ 25" EXT. ABOVE SLAB 40 \ <br />SLOPE) <br />STEEL" I I \ � \ I RECESS FOR FRT. OOR � <br />o <br />\ \ 2'-6"x2'-61.X1'-0" FTG in <br />I .4e <br />%S3 <br />e <br />I 25'-10& \� \ 9'-5& W/ (3) #5 E.W. <br />5'-0' I <br />`o <br />00 <br />00 <br />— <br />■ <br />e <br />I— CJ CJT \ \ .. I• <br />• \ <br />I <br />--� <br />o <br />v <br />'P <br />TYP @ 1 STORY S3 <br />: \ I S3 CC <br />I <br />U.N.O. <br />I S3 <br />(2) #5 REBAR <br />2'-6" x 2'-6" x V-0" <br />AHU I <br />VERTICALS w/ in <br />' • ' e <br />F� <br />■: I I I: <br />FILLED CELL <br />7-1" <br />W/ (3) #5'S E.W. <br />III <br />I <br />o <br />iip <br />W/ (3) #5 E.W.S3 • I <br />OPT. W Pf D I -31/2" <br />SLOPE <br />100 <br />:::::::::: ............... <br />O <br />—;.._.._.._ rt .yIl <br />— -- —— -—-- <br />e <br />I■ <br />V-10" T-" I I r <br />5-3" O <br />3-1/2" MIN 3000 PSI CONC. ' ' I ' 2'- ' '4' D " 6-0 <br />tc <br />rn <br />SLAB FOR HERNANDO <br />COUNTY ONLY <br />I <br />J <br />0o <br />3-1/2" MIN 2500 PSI CONC e K <br />S3 <br />I SLAB OVER 6 MIL VISQUEEN <br />I <br />VAPOR BARRIER T <br />35'-4" • • 20'-6" <br />' <br />■ I <br />• • <br />' ' <br />I ' <br />BUILDER TO <br />I <br />: 0,-0" I <br />:: <br />• <br />I : ; <br />PROVIDE <br />I <br />WAR <br />I <br />' ' I ' : <br />APPLIANCE <br />VERTICAR8 <br />• <br />4'-0" <br />12'-1" <br />O <br />PROTECTION <br />FILLED CELL <br />• • <br />°P <br />I <br />W H <br />WHEN REQU IRE <br />D <br />� <br />L----------� <br />•• � <br />PER FBC <br />--- <br />--9—�--------�' <br />-- <br />— <br />�— <br />------J <br />'' <br />- <br />A <br />S3 <br />TYP @ 1 STORY <br />1-6" _ 5'-* V-4t U.N.O. 6,-0" <br />5'-* <br />H.B. <br />7- <br />T-O" <br />r <br />FOUNDATION PLAN <br />SCALE: %4'=1'-0" <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 & TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN rl/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 />--Ta LU <br />W <br />. - N d <br />CONTROL JOINT DETAIL <br />SCALE: 11174-0" <br />,rye' <br />;1e <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />�' <br />�' <br />#5 X 25" X 25" CORNER <br />' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />.':::.:': ::: : ; .: •': <br />�. <br />`*Alternate: <br />_ <br />; • <br />The reinf. bars shall be <br />�r�; �'�r,; �';�, ::;;�: �•:;:,: �� <br />cunt. around comer by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1 /2"=V-0" <br />(D'a <br />Z a <br />— o <br />Z <br />Q <br />J <br />rZ <br />z <br />to c� <br />W <br />a-J u, <br />C6 0 <br />"U - <br />O w <br />N I'±' <br />H <br />o <br />M <br />N f— <br />� <br />o <br />o <br />(� U <br />m <br />�M <br />L, <br />to M <br />o0CD <br />= N <br />U� <br />..ILL oCDp <br />0rL <br />Qtm <br />u�ov <br />rnQo <br />A ' <br />B D. <br />N C-a�D C <br />c <br />; v 0 V e;' <br />.7 1* M ' .r �` <br />G <br />tl r wli <br />�o <br />m <br />•' <br />LL eN44 y '' <br />�w.,1�'1 <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 />1f <br />Z <br />0 � <br />IS <br />M <br />1/••I V7 O <br />Q U—) Ln <br />j3- V) <br />ON <br />Q LL <br />a <br />F- . <br />OC U z - <br />p00 <br />Q <br />z § E <br />Z M <br />J � <br />W <br />oZ <br />H <br />Zd <br />z <br />fQ <br />�z_go <br />a <br />5.9c�z� <br />SWz <br />Z <br />12-, <br />�WW g <br />0 <br />MI�® <br />i <br />0-1 <br />oL <br />>° <br />�3 <br />M <br />W <br />� <br />0 <br />U <br />s <br />o <br />U <br />_ <br />fu <br />0 <br />0 <br />a � <br />p <br />cY� a <br />Lima <br />O�O°d <br />aQ� <br />Z <br />Z <br />a z <br />CLt.I <br />L <br />Q <br />7Q <br />` <br />F z <br />Lu H F <br />a�z <br />L, / <br />Ln <br />Z <br />aN <br />z <br />m <br />rn <br />^ <br />g <br />= <br /><z <br />,-•I <br />a <br />rn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO• 10 <br />SHEET NO. <br />6.0 <br />