Laserfiche WebLink
c <br />c <br />59'-4" <br />7-2" 5'-2" 6'-0" 6'-0" 3'-0" 3'-10" <br />3'-0 �, <br />A <br />H.1g� S3 <br />4'-0" <br />5'-10" <br />CN <br />3-1/2" MIN 2500 PSI CONC <br />°' <br />\ 1 <br />`o <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I <br />\\ 0 1 <br />I ■ <br />(3000 PSI CONC. SLAB FOR I , <br />HERNANDO COUNTY ONLY) <br />\ 11 <br />:. :.......-.. - - �- - - I- <br />■ \ \\ 13'-54 CJ T-2" CJ I 1 CJ <br />- --� - - - - I - - - N <br />LID <br />CJ CJ <br />st <br />'- <br />\ 1 <br />o <br />I \\\\ ° <br />M <br />IAlte.... <br />... ........ <br />! I s 0'-0" <br />CV <br />::::::::::'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' . <br />- - - - - - - - - - --� - - ....... -: ■ <br />A <br />CJ CJ CJ <br />I <br />i f I 00 <br />I I K (2) #5 REBAR <br />I <br />S3 <br />1 f o ' S3 VERTICALS w/ in <br />1 <br />I FILLED CELL <br />i f ilk <br />lII <br />23'-11" 2'-10" 4'-14' <br />I. <br />G <br />o <br />I' <br />M <br />I _ NKw//DISP -— <br />I W/ 3-#5 E.W. 0 S3 CJ I D -- i iv <br />KITCHEN ISLAND <br />LOW WALLS �D I C ASE TO <br />■' .L ........... I L - - - I <br />j I S3 <br />1 l <br />i �1 ; }Ij J <br />- I o S3 <br />_ISLAND <br />L : ,----------- —2z <br />� <br />L_ <br />.. 1 t <br />I L- — - - - - - - o <br />o <br />00 <br />CJ — — — — — —� CJ CJ <br />CJ o� I <br />N <br />'n <br />4--0" <br />I G <br />F <br />I S3 <br />:: OPT. W I <br />SLOPE I <br />1 37'-52" <br />21'-2a' <br />— — <br />�3 <br />32'-8a , <br />4'48" <br />( <br />so <br />b <br />1/2 <br />( <br />( <br />( PROVIDE 1 %" RECESS <br /><<•� {_ _ J :. 1 VERTICALS w/ in <br />1 �.\. FILLED CELL <br />x\ <br />W H <br />S3 <br />FOR SGD. REFER TO in <br />\ <br />TYP <br />L_-- <br />MASON'S SLOPE FOR '- <br />I WIDTH I <br />BASED ONSE <br />U <br />I LOCATION I AHI::----------+—-------J <br />I CJ INDICATES FILLED CELL w/ 3000 <br />CJ C <br />STEPS AS <br />REQUIRED <br />I � 01-01, PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />_ I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" <br />io <br />is <br />PER FIELD <br />CONDITIONS <br />I ABOVE SLAB TYP @ALL <br />PLACES SHOWN HOOKED FTG. <br />r: TOP OF CONC./ PAVER TO BE 4" <br />Y <br />BELOW FIN. FLR. -� <br />SLOPE <br />in-31/2" <br />DOWELS 5" EMBED W/ 25" EXT. <br />Ln PROVIDE Y2' x 9" - <br />'n <br />ABOVE SLAB GRADE 40 STEEL' <br />RECESS FOR FRT. DOOR d. <br />■.................. ....................... .. <br />:.......:« ��... ..... .. .....■ �1 O <br />7-1 <br />6'-0" <br />A <br />S3 <br />5'-2" <br />H.B.T L <br />S3 2'-6" x 2'-6" x 1'-0" <br />3'-0" TYP W/ (3) #5'S E.W. <br />5'-1" 6'-4" 5'-0" <br />15--0" <br />FOUNDATION PLAN. <br />SCALE: <.=„o. <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 />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 />Ui <br />��- - N <br />—'i <br />d <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1l2"=l'-0" <br />CONT REINF. SEE <br />•_ <br />FND. FOR QUANTITY <br />;; <br />', ', <br />; • <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />• <br />"• <br />U.N.O. <br />• : • �� •, <br />;;, ; •'; <br />'• <br />`*Alternate: <br />_ _� <br />; • <br />The reinf. bars shall be <br />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 />0 <br />z M <br />0 <br />(0 <br />z� <br />Q <br />J <br />z <br />O <br />V) (-D <br />Q) <br />C <br />i--� L U <br />.0 — <br />0 LU <br />1 <br />E <br />tt^^ � <br />M <br />v/ f- <br />(1� <br />Oo <br />m o <br />U <br />L U <br />�M <br />C)CO <br />W ccr) <br />E <br />2 v M <br />N <br />.�.1�.,.... <br />U� <br />L LL co <br />5 <br />aoi <br />CY <br />0 a o <br />ov <br />Q rn <br />0)Q o <br />A <br />0 <br />' <br />Dm <br />�Dl <br />f <br />, <br />Noo N <br />o <br />ZW NNa <br />F s iT g <br />U <br />W�:�'Nc <br />LUL LQ <br />10QuW <br />W -V Q E U-0 <br />a-5 <br />-Z C wv4., <br />f w 1A p C N Q .. <br />o➢ <br />jT <br />L W <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 />0 <br />Z� <br />1) N <br />3 <br />F>—L O <br />(! ) M LLnn <br />a a LL <br />av a00 <br />l <br />Q <br />.. <br />Z � <br />J <br />W <br />� <br />0 <br />�2 <br />cco <br />w <br />z a <br />z� <br />as <br />�F <br />Z <br />�¢po_ <br />0 <br />�?Vg <br />J <br />z w � <br />owz <br />CL <br />J <br />(� <br />O <br />w <br />TWO <br />L <br />� <br />Ow <br />} o <br />Lt <br />z <br />4 3 <br />s <br />o <br />i--I <br />O <br />LL <br />U <br />= <br />O <br />Z <br />9� <br />ou- <br />0 M <br />O <br />1:u-Ro <br />¢ r- <br />Y <br />O <br />-Ocg <br />o <br />VOm� <br />y� <br />N <br />o¢oLu <br />Q <br />aow3 <br />z <br />ce <br />Lr) <br />O O z <br />J <br />CLV <br />G <br />Q <br />LJJ <br />z <br />F o <br />0O u, Q <br />F z <br />/•� <br />W <br />Lr /� / <br />z <br />Q � <br />d N <br />V <br />Z <br />QO <br />O <br />� <br />4 J <br />= <br />0- <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAND <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />