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c <br />c <br />d <br />59'-4" <br />58'-8" <br />37'-8" 6'-0" <br />8" 5'-2�8" 6' 0" 2'-9" 5•-2„ 5'-1„ 6-4, <br />3'-0" TYP <br />A L 2'-6" x 2-6" x 1'-0" <br />S3 H.B. S3 <br />W/ (3) #5'S E.W. <br />16-0" <br />■.................. .... 0................ <br />....... .... ................. ■ — <br />r INDICATES FILLED CELL w/ 3000 <br />PROVIDE %2" x 9" `' (2) #5'S <br />o <br />- <br />= <br />PSI CONC. GROUT FROM FT. TO <br />BEAM W/ (1) #5 REBAR VERT <br />RECESS FOR FRT. DOOR <br />`t 31/2" SLOPE <br />in TOP OF CONC./ PAVER TO BE 4' ( <br />in <br />co <br />;n <br />STEPS AS <br />REQUIRED <br />ABOVE SLAB TYP ar7 ALL <br />0'-0" PLACES SHOWN HOOKED FTG. <br />io BELOW FIN. FLR. Z-0" 4'-0" 2'-0" 6'-0" 4'-6" 2'-6" <br />PER FIELD <br />CONDITIONS <br />I �DOWELS 5" EMBED W/ 25" EXT. <br />CJ ABOVE SLAB "GRADE 40 STEEL" <br />CJ C <br />- - - <br />- - - ..........F ■ Wo ■ ■ ■ ■ <br />r TYP <br />PROVIDE 1 Y" RECESS I <br />FOR SGD. REFER TO <br />HVAC CHASE AHU — -I <br />N <br />op <br />o <br />L <br />S3 <br />MASON'S SLOPE FOR n <br />I WIDTH <br />BASED ON <br />LOCATION <br />I <br />LO <br />I <br />�3 1/2" <br />I <br />I 32'_84" <br />...... <br />I r� L.• • • • • • • (2) #5 REBAR <br /><' ' 4•_g$^ �' VERTICALS w/ in <br />' FILLED CELL <br />L <br />I <br />— — <br />37'-52' 21'-24" <br />5,4„ 3•-8" I 7'-8" I I <br />2'-1" 31/2" <br />4'-0" <br />I G <br />; ; OPT. D SLOPE <br />;o <br />S3 <br />I <br />CJ I r-- — — — — — -� CJ CJ <br />.�.:::::::::: ' r L -------- <br />_ _ _ I' CJ <br />o <br />EO <br />r===- <br />CHASE <br />■ _J KITCHEN ISLAN I ao ISLAND <br />2'-6"x2'-6"x1'-0" . � LOW WALLS I I I � � I <br />a r II J <br />a I•'t 1 I:: S3 <br />W/3-#5E.W. CJ ���W---------N <br />G SINK w/ DISP r <br />l I K <br />ih <br />S3 <br />I iv <br />I S3 <br />(li O , <br />o <br />3 <br />• 23'-11" Z-10" 4' <br />} <br />I, <br />S3 <br />} } <br />I I • : (2) #5 REBAR <br />VERTICALS w/ in <br />J I I' S3 FILLED CELL <br />C� <br />I CJ CJ CJ <br />I } I ; <br />00 <br />N <br />'_ <br />- — - — <br />................ir <br />: T — —�+ — .—...... .— ........................ T <br />....-..—.. <br />.'.'.'.'.'.':.: —_T---:__'_' <br />ige 0 . <br />CP <br />I M <br />r <br />' <br />I <br />CJ CJ j _ CJ <br />:: CJ CJ I <br />- + <br />_ <br />— I- <br />- - <br />Cl)50 <br />3-1/2" MIN 2500 PSI CONC 0'-0" <br />I °�� <br />SLAB OVER 6 MIL VISQUEEN <br />VAPOR BARRIER I :■ <br />°' <br />/ : ; ; ; ; : ; �' ; : ; ; f J <br />(3000 PSI CONC. SLAB FOR I <br />I } 1 M <br />HERNANDO COUNTY ONLY) <br />I- <br />0 <br />cc <br />L------ ---- ---- III ------ <br />---------------- ---- -- <br />................ ».............. N... ...... <br />......... .... .................... <br />H.B� A <br />S3 <br />7-2" 5'-2" 6'-0" 6'-0" 3'-0" 3'-1 <br />4'-8" L 7'-8" L 3' <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 1/8" 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 />• _"`T'7 W <br />W <br />• .... Cl- <br />CONTROL JOINT DETAIL <br />SCALE:1 1/2"=1'-0" <br />FOUNDATION PLAN, <br />.• • <br />"� <br />.•,�; <br />'-"--#5 <br />CONT REINF. SEE <br />; . _ • <br />'•_ <br />FND. FOR QUANTITY <br />"�' <br />#5 X 25" X 25" CORNER <br />' ' "' ' <br />'' <br />BAR ONE FOR EA. <br />' • ' ' ' <br />------------- <br />- ' <br />HORIZ. REBAR, TYP. <br />'�• <br />U.N.O. <br />- <br />`*Alternate: <br />• <br />The reinf. bars shall be <br />•. ' <br />cont. around corner 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 />Ur- <br />z o <br />— o <br />z <br />Q <br />a. <br />U) z <br />Q) cn <br />w <br />p <br />•U — <br />w <br />O C_� <br />ZD <br />.@ <br />F' <br />0 <br />Cl) <br />Cii <br />o <br />~ <br />U <br />m� <br />aM <br />W <br />N <br />k — 8 <br />C�IDM <br />N a N <br />0- <br />1 <br />_; u..... <br />LL 00 <br />O Y <br />Y <br />r <br />to O tf <br />Q rn <br />rn Q o <br />A <br />1 <br />N`eDc <br />B <br />D. <br />s; <br />C <br />:$ <br />� <br />�� 7 1L� � •J <br />�C�.L.L <br />JrF L <br />Z 2'I <br />LL . <br />W <br />a,. <br />V <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 Sth 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 />oN <br />Z <br />0 ate+ <br />>�°o <br />M <br />Q »gyp <br />� cNA•�n <br />U_ <br />Q � Ln <br />Z a� F'- d •cj <br />U Q *0 <br />00 <br />Q ... <br />Z E <br />WC:) <br />J 0 <br />oZ <br />�o <br />z d <br />fa <br />Z <br />W< a. <br />5�B° <br />zu'z <br />�xw <br />z <br />o�WE <br />O <br />U��O <br />L <br />Q <br />�N <br />Z <br />yo <br />$Z <br />Z <br />z <br />0 <br />LL <br />a <br />U <br />= <br />0� <br />0 <br />O� . <br />1 zo <br />o <br />Uj <br />U O S <br />fV <br />A <br />z 0 < <br />w 0 J <br />F <br />Z <br />Z <br />W <br />rl <br />Li7 <br />W <br />o' <br />�wf <br /><��� <br />< :0, <br />J <br />r•i <br />LULCU <br />L <br />Q <br />" <br />2 u <br />� Q <br />W <br />M <br />Q <br />Z <br />W~~ <br />��Z <br />*k <br />lM <br />Z <br />O <br />_ <br />= <br />Q z <br />Uj <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: M)AM ES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />