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c <br />5'-4" 1,-gs., 3'-2!?' 5'-0" 5'-0" 5'-10" <br />A <br />H.B.• TYP @ 1 STORY S3 <br />`� U.N.O. <br />S-10" <br />3'-10" ZAQpl" 5'-11�' <br />5'-0" <br />5'-4" <br />■ ■ ■ ■ ■ ■ ■- -■ ■ ■ _■ <br />■ ■ ■ ■ <br />........................................................................ .. <br />.............. b ..................... <br />c <br />0" <br />\ <br />\ 1 2'-93° <br />\ 16'-0" a ..... <br />C <br />r — — <br />0'-0"I •-31/2"�\ <br />SINK /DISP. <br />I <br />1 - <br />00 <br />in <br />I <br />`� \ r� ----- _0 <br />D.W. <br />\\\ i j I <br />OP <br />11I <br />" <br />A - <br />S <br />103 <br />o <br />- <br />;i <br />L <br />IL____J_________ I CHASE TOISLANLD- _ <br />�� <br />o I I <br />TYP@1 <br />— — <br />---- --------------- <br />PROVIDE 1 %" RECESS L - - - - - _ - - - - - - J CJ OPT. _ : -1- <br />1I <br />ci <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />FOR SGD. REFER TO KITCHEN ISLAND REF. , , ::: <br />; ; 10'-104" <br />PER FIELD <br />MASON'S SLOPE FOR I `� LOW WALLS <br />I <br />o <br />CONQMONS <br />WIDTH <br />o <br />;n <br />; ( 16'-10" <br />12'-10" <br />\ \ <br />INDICATES FILLED CELL w/ 3 00 PSI `� , , , , ; ; <br />' <br />, , , , , <br />.......... ' <br />. <br />CONC. GROUT FROM FT. TO BEAM `� HVAC CHASE .::::::.....:....::...:..::........ :.......... :::: :. <br />W/ (1) #5 REBAR VERT ABOV� SLAB BASED ON 0-0" TOPOFCONC./PAVERT BE4" <br />. <br />:::: : ■ <br />:.......... <br />■ ■ <br />■ 4'-0" <br />4' 4" <br />4'-6" <br />TYP @ALL PLACES SHOWN `� LOCATION BELOW FIN. FLR. <br />HOOKED FTG. DOWELS 5" EMBED <br />01 <br />"G PROVIDE %2' x 9" <br />W/ 25 EXT. ABOVE SLAB ADE 40 <br />SLOPE <br />I STEEL" I I RECESS FOR FRT. POOR g,� <br />I <br />L <br />o <br />\ 2'-6"x2'-6"X1'-O" FTG 'j' <br />4" I <br />S3 <br />'- <br />25'-10 2a" `� 9 -51- W/ (3) #5 E.W. <br />4 �„ <br />`o <br />o0 <br />co <br />I I `\ —-------- <br />qF <br />\\ <br />I <br />T <br />— <br />w <br />TYP @ 1 STORY S3 <br />I <br />I <br />U.N.O. <br />_A�S3 S3 <br />I <br />(2) #5 REBAR <br />2 -6 x 2 -6 x 1 -0 <br />a <br />I M AHU I <br />VERTICALS w/ in <br />' z:, :: <br />■ I ^ 3'-5" <br />FILLED CELL <br />7-1" <br />W/ (3) #5'S E.W. <br />2'-6"x2'-6"X1'-0" <br />0 <br />00 <br />coI <br />G <br />W/ (3) #5 E.W. S3 <br />I OPT. D PT. I -3 1/2" <br />SLOPE <br />•. '," ................. <br />w ............. .............. <br />5'-3" 1'-10" 3,_6"I 0 1 N I r <br />c7 <br />II N <br />T.• <br />3-1/2" MIN 3000 PSI CONC. I I ' 2'-7a 6-5" 3'-2' <br />FO <br />b) <br />I SLAB FOR HERNANDO <br />COUNTY ONLY I <br />I K <br />J <br />oo <br />:: <br />3-1/2" MIN 2500 PSI CONC °iN _ <br />S3 <br />SLAB OVER 6 MIL VISQLIEEN I � I S3 I <br />I I <br />VAPOR BARRIER T <br />I <br />35' 4" T 20'-6" <br />` <br />■ I <br />I <br />BUILDER TO <br />O I <br />I <br />PROVIDE <br />I <br />(2) #5 REBAR I <br />0'-0" <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-1" <br />O <br />PROTECTION <br />FILLED CELL I <br />00 <br />I <br />WH• <br />WHEN REQUIRED <br />�- <br />PER FBC <br />- <br />— — — -- — — — — <br />— -- <br />— -- — — -- — — — --1' <br />— — <br />— — <br />+— — <br />— -- -- --J <br />.................... _........_.............., <br />b <br />q H.B. T <br />S3 <br />TYP @ 1 STORY <br />5'-758„ 6, 3„ U. N.O. 5�_23r, <br />s 4s 6'-0" 6'-0" 6 -0" 6'-0" 6 -0 8 s <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 & 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 />\ <br />W <br />W <br />• <br />... <br />Cl- <br />CONTROL <br />JOINT DETAIL <br />SCALE: 1 1/7=14" <br />.;� ; <br />•.� <br />#5 CONT REINF. SEE <br />. • <br />, • : • <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />­'• ' ­' <br />BAR ONE FOR EA. <br />• <br />HORIZ. REBAR, TYP. <br />'•. <br />.. <br />U.N.O. <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 />r <br />Z M <br />Q <br />-on <br />Q <br />J <br />LL <br />cry <br />w <br />Q <br />U — <br />w <br />L„ <br />ZD <br />m <br />~ <br />o <br />(/i <br />o 0 <br />i— <br />m � <br />N M <br />`J <br />W <br />— U <br />® pE <br />C@t �`i <br />N(h <br />C O O <br />U(n <br />L LL W <br />0Qo <br />Lv Y <br />Q <br />LO O -. t <br />0) CL <br />Q O <br />A <br />1 <br />NCBDC <br />O ��• rt 1 <br />� <br />C� <br />Z <br />JI G t,,, <br />.Z`.W C,4 <br />/y `r <br />N. ^ <br />4 <br />y al l <br />} <br />aL� <br />_ m'.: 9 a. <br />��C'i .0a <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 />Z <br />0 0 <br />� <br />J) O <br />M <br />Q U <br />cn •� d' <br />r2 <br />cz- o� <br />LID <br />Q 'u LE <br />Q. . M <br />oC V Q 00 <br />� <br />Q <br />Z <br />�.. <br />J <br />W � <br />d' <br />az <br />�o <br />w� <br />za <br />z <br />OnW <br />zwwof�f <br />Z <br />4 Ee <br />Q0000 <br />F�o <br />L <br />� <br />z <br />oz <br />z <br />Qo <br />gz <br />M <br />Z:) <br />-a <br />O-a <br />o <br />o <br />p <br />U <br />_ <br />(a <br />0 <br />-¢ <br />L <br />0c <br />LU <br />¢�� <br />0. <br />J <br />G <br />x pe <br />UDina <br />fV <br />g¢�a <br />A <br />` <br />W 0 J <br />(7 Q ¢ Q <br />Z <br />0LLD <br />W <br />Ln <br />�(�Z, <br />J <br />t-4 <br />o Z o <br />,QQa <br />M <br />1,0 <br />Q <br />Z <br />Z <br />~ <br /><1 <br />o <br />r4l <br />g <br />= <br />aZ <br />¢z <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />