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I <br />c <br />c <br />M <br />4�b <br />1 <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />T-10" 2'-10&1" 5'-11�" <br />5'-0" <br />■ ■ ■ ■ ■ ■ ■ '■ ■ ■ '■ <br />�................................................................ .... .. ................ ....................... ... <br />■ ■ ■ ■ <br />..... _ ._.. .. .... ..................... <br />:----------4----------s---+--------------------1—r-=- <br />— --- t---++-------� <br />r <br />ED <br />I 2'- <br />50. <br />41 <br />Cfl <br />SINK / DISP <br />00 <br />S3 <br />\ FF _ - = ----- - - <br />:: <br />I \ I D.W. j oa I :::::. <br />.. Ili M <br />I{ I <br />N <br />S3 in <br />IL___-_�_------_ ICHASETOISLAND •: <br />-- - —__� _-- _-- <br />o I I <br />I I <br />TYP @1 <br />STORY U.N.O. <br />T <br />PROVIDE 1 Y2" RECESS CJ L - - - - - _ _ _ _ _ _ _ J CJ OPT. ; . -r- eJ CJ ; <br />CJ I <br />STEPS AS <br />REQUIRED <br />FOR SGD. REFER TO KITCHEN ISLAND REF. ; : :::.:............ • •..• . ; ...• <br />....: ; ; .:: 4 <br />10'-101" <br />PER FIELD <br />I MASON'S SLOPE FOR I �� LOW WALLS _ • <br />.. <br />cq <br />CONQ,ITJONS <br />WIDTH <br />;n <br />16-10" <br />I <br />INDICATES FILLED CELL w/ 3 00 PSI <br />' ' ' <br />, <br />' <br />.....:.... _ .......:.......... <br />I CONC. GROUT FROM FT. TO BEAM HVAC CHASE . ......::::: :::. :: .. . <br />. W/ (1) #5 REBAR VERT ABOV� SLAB BASED ON S 0'-O" TOP OF CONCJ PAVERT BE 4" <br />:::::::. : ■ <br />. ■ <br />' ■ 4'-0" <br />4'-4" 4'-6"0. <br />TYP @ ALL PLACES SHOWN LOCATION BELOW FIN, FLR. <br />HOOKED FTG. DOWELS 5" EMBED <br />"GRADE � PROVIDE V x 9" <br />"G <br />W/ 25" EXT. ABOVE SLAB DE 40 � <br />SLOPE <br />�? <br />I STEEL" I I `� RECESS FOR FRT.�00RI <br />L <br />o <br />2'-6"x2'-6"X1'-O" <br />I -4^ I <br />S3 <br />" <br />I 25'-101-4:M7" 9'-5& W/ (3) #5 E.W. <br />`n <br />00 <br />00 <br />I ��� ... .... ........... —-------- <br />. <br />■ <br />= <br />s <br />CJ CJ \ I <br />K <br />IT <br />— — <br />r <br />o <br />v <br />TYP @ 1 STORY 33 <br />I CC <br />S3 <br />Iop <br />T <br />U.N.O. <br />S3 <br />I <br />2'-6" x 2'-6" x 1'-01• <br />I I i�`i AHU I <br />VERTICALS wA n <br />' 04 : • ' • <br />■ ; I I I 3'-5" <br />FILLED CELL <br />7-1or <br />W/ (3) #5'S E.W. <br />SLOPE I <br />0 <br />0o <br />2'-6"x2'-6"X1'-0" G� <br />I W/ (3) #5 E.W. S3 I <br />OPT. D I -3 1/2" <br />I <br />I I r <br />5'-3" 1'-10" T-6" O420 <br />Cl) <br />Ci <br />• 3-1/2" MIN 3000 PSI CONC. ' 2'-7 " '4'4*' <br />I SLAB FOR HERNANDO <br />I <br />COUNTY ONLY <br />I <br />J <br />0o <br />3-1/2" MIN 2500 PSI CONC ` K <br />S3 <br />I SLAB OVER 6 MIL VISQUEEN I M ! , . I I : ; S3 I <br />I <br />VAPOR BARRIER r <br />35•-4" 20'-6" <br />' <br />■ I <br />BUILDER TO <br />: S I <br />:: <br />PROVIDE <br />1 <br />(2) #5 REBAR I <br />O,-O" <br />I <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />• <br />4'-0" <br />12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL I <br />WHEN REQUIRED <br />--------- <br />--- <br />-- <br />---------J:- <br />-- <br />PER FBC — <br />-------1 <br />............................... <br />........ <br />.............. <br />.... ....._............. .........: <br />■ <br />■ <br />■ <br />■ ■ <br />1'4" L 5'-7r <br />6' <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6'-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 <br />/8SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />rl <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />` <br />W <br />W <br />• <br />. .. <br />N <br />.._7 <br />d <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1l2"=14" <br />.;� ; ,• �: :;: #5 CONT REINF. SEE <br />.: • '�_ FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />.... .. ". U.N.O. <br />4-1 <br />:.:' ;:' ��. �. ""Alternate: <br />The reinf. bars shall be <br />r _; •'; �; ; •'; r ;:;: ,: �'; ,: • �; cont. 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 />FOUNDATION PLAN <br />a <br />(D �� <br />Z o <br />-0 <br />Z <br />Q <br />J <br />a <br />z <br />Un4)'' (D_ <br />Q) cr) <br />w <br />� p <br />�V — <br />O w <br />(/) C <br />cc <br />t- <br />o <br />in co <br />00 <br />o m <br />w <br />O <br />801k <br />„M <br />C' M M <br />C N <br />O <br />00ILL 00 <br />UN <br />man <br />Qrn <br />in O <br />rnQ6 <br />A1 <br />�.08.:C <br />s <br />sic <br />cV <br />CV <br />Lo <br />r <br />o <br />eo <br />0 <br />Z N z`v -� <br />J <br />U- <br />M <br />W♦�LL .0., F) <br />W <br />•ES�:m <br />Z 0 r T <br />p r»�t <br />�, <br />ZH is /t"lli►i:l <br />m <br />1 <br />LL.5 N <br />W a ;z N U <br />N M <br />J <br />uj'�18 <br />�U <br />V m <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 />11 <br />ON <br />Z <br />0 <br />- t O <br />> Up) M O <br />M <br />Q � o In <br />z <br />a 'i <br />Ln <br />Q L- L <br />a .. <br />z�. , <br />ci� U <br />O <br />Q <br />E <br />z § <br />Z <br />W CD <br />J � <br />tt <br />0 <br />�o <br />zg <br />z <br />Q <br />V <br />5Z8o <br />Ow <br />w <br />S z <br />J <br />d.gxW <br />2 <br />z <br />O <br />DEB <br />C© <br />WW <br />/!� <br />F-. <br />o <br />Z o <br />a <br />f z z <br />rGz <br />z <br />4� <br />:D <br />- <br />fo <br />M <br />= <br />F <br />s <br />JQ <br />0 <br />> <br />O <br />� <br />U <br />^ <br />v/ <br />fu <br />_ <br />O <br />z <br />w <br />wf <br />o� <br />o <br />d-O <br />�P0 <br />igCD <br />c <br />oo< <br />N <br />'Zq°zaa <br />Q <br />Z <br />N <br />o�o;�Z <br />Jri <br />fV <br />LiJ <br />"I-0, <br />lL <br />Q <br />0z< <br />00 <br />0) <br />Q <br />Z <br />Z <br />?gz <br />�z <br />o <br />rl <br />g <br />= <br />z <br />J O <br />az <br />rn <br />r'I <br />a <br />Cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO' 10 <br />SHEET NO. <br />6.0 <br />