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W.W.M. PLACED IN <br />UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 <br />OR FIBERMESH SLAB THICKNESS <br />REINF. SEE PLAN. WHERE SHOWN ON <br />FOUNDATION PLAN �u <br />w Sw <br />N 0 <br />co <br />CONTROL JOINT DETAIL <br />SCALE:1 1/2"=14" - <br />0 <br />00 <br />0 <br />in <br />0 <br />Zo <br />A <br />S3 <br />TYP. <br />q U.N.O. <br />eo <br />19 <br />zo <br />_O <br />cM <br />0 <br />M. <br />70 <br />`•- :;rv• #5 CONT REINF. <br />;' .• : ;r SEE FND. FOR <br />',: • ' QUANTITY <br />' •' #5 X 25" X 25" <br />;.-'.; ' ".=.; " ".'.: . •:• .- CORNER BAR ONE <br />•�C k., FOR EA. HORIZ. <br />•'":�•'.;:_�.;:_• .�_`" ;•� REBAR,TYP. <br />.'....'.. ;:•: •:.�•'• •- U.N.O. <br />.r•..•:�•.• •�:•-..r�s• •r�.-�•.�: <br />F- <br />TYP. CORNER BAR <br />sk <br />PLAN DETAIL <br />SCALE:11/2"44' <br />13'-4" <br />L <br />4'-2" 5'-2" <br />TYP. A <br />U.N.O. S3 <br />— — — — — — — — — — — <br />• I <br />I <br />• I <br />I <br />�- — C.J. <br />I <br />I <br />• I <br />9'-1 3/8" <br />50'-0" <br />18'-0" <br />18'-0" 1'-8" T-9" <br />L <br />S3 <br />• — — — — — — — — — — d — — — — — — — — — o • • <br />• <br />n PROVIDE 1-1/2" RECESS <br />• ILU FOR SGD DOOR. REFER <br />o- TO MASON'S SCOPE <br />J <br />- (n FOR WIDT 21-61lx2'-61'x1 <br />i 4'-0" Fq.-Fr 4'_ ,-I <br />M <br />I <br />00 __ <br />to i • <br />T <br />� I • <br />1 <br />I <br />11n <br />■ o II M <br />Ou <br />I <br />all <br />II Cv <br />I <br />• <br />� II <br />PROVIDE LINE W <br />FOR ICE M <br />1 �011 <br />X� <br />� � I <br />7'-6 1 /8" 1-7 1 /4' <br />STEP <br />DOWNlb v► vim- <br />W� <br />c? <br />I I 'v <br />M _ <br />S3 J <br />I - <br />(2) #5 VERTICALS = _ <br />WAN FILLED CELL <br />= I G <br />I I = I I s3 <br />3Y2' MIN. 3000 PSI CONC. SLAB <br />FOR HERNANDO COUN ONLY I -_ <br />3Y2° MIN. 2500 PSI CONC SLAB OVER <br />6 MIL VISQUEEN VAPO BARRIER <br />I = I <br />_ 11 (0 <br />- I C.J. T <br />0'-0" ELEV. <br />FIN CONC. SLAB <br />I = I <br />I = I <br />I = <br />I - <br />L--JI_ <br />18' <br />T-4" 4'-6" T-9" 1.1-8" <br />AC PAD TYP A <br />L.N.O. S3 <br />1 <br />i o <br />r—=-1 <br />FALT� <br />I I II II <br />iv I ■ II AC PAD <br />T <br />T I <br />C.J. <br />00 <br />I I <br />I <br />I <br />T-8 1 /2" I ■ 3/4" <br />I <br />1 00 <br />i <br />M I 3" <br />9" _ <br />n S3 _ <br />11 <br />I I <br />II <br />r II o <br />II `o <br />II <br />II <br />u I <br />10 <br />1- <br />0 <br />C.J. <br />— INDICATES FILLED CELL <br />W/3000 PSI CONC. GROUT <br />FROM FTR. TO BEAM <br />W/ 1#5 REBAR VERT. <br />ABOVE SLAB. TYPICAL <br />@ ALL PLACES SHOWN <br />HOOKED FTG. DOWELS 6'-11 1/ " <br />17" EMBEDMENT W/ 25" M d o� <br />EXT. ABOVE SLAB (v <br />"GRADE 40 STEEL" <br />I I <br />I I n <br />I II <br />I II <br />i II <br />■ I CONDENSATE LINE I III <br />C.J.00 <br />--L--------- --------------- - 7 <br />3j, <br />-------------- LN <br />4„ <br />2'-0 1(8" 2'-10 9/16" 2�_g�� ( I STEP <br />III 19 <br />I Zo DOWN <br />EO MIN. <br />PROVIDE 1/7 x 9" K <br />RECE FOR FRT. DOOR <br />S3 I <br />I I a <br />I F— o <br />• i I- I G I I CC cn <br />r - S3 S3 I <br />— co C.J. — <br />■ • • <br />- I 411 <br />N I N <br />I • TOP OF CONC./ <br />PAVER TO BE 4" <br />■ I I (� 10i I BELOW FIN. FLR. <br />I I + 9 _ <br />AR <br />(2) #5 VERTICALS <br />1 • — — — ■ IW/IN FILLED CELL <br />TYP. A <br />U.N.O. L IS3 S-3 FOR S3 CESS OPT.----- ----- — <br />4'-4" <br />7-0" <br />15'-4" <br />4'-1" <br />5'-4" <br />K$lli <br />61101 <br />16' <br />29'-4" <br />L <br />• <br />I <br />• <br />3' 5 7/8" 7-81 /4" 1 <br />I <br />_ I <br />U I <br />I <br />■ <br />I A <br />S3 <br />TYP. <br />• U.N.O. <br />I <br />fI — — — — — — — — — — <br />I <br />K <br />S3 M (:D <br />• <br />o 1 <br />3'-8'i <br />BUILDER TO PROVIDIE <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBIC <br />• <br />(2) #5 VERTICALS <br />W/IN FILLED CELL 1 <br />I <br />J I <br />EE S-3 FOR S3 <br />"S <br />JRECCESS OPT." <br />2'-0" 1 8'-0" 11'-4" <br />O <br />T <br />_o <br />cM <br />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 />00 <br />b <br />co 0 <br />00 <br />r (p <br />CV <br />0 <br />cr) <br />00 <br />0 <br />I- <br />SCALE: Y4"=1'-0" <br />a <br />(D !� <br />Z o <br />Z <br />Q <br />a <br />z <br />(� <br />Q) cry <br />W <br />0 <br />"U — <br />O c <br />E <br />0 <br />U <br />04 <br />W <br />a <br />— 0 <br />a)M <br />C MCC, <br />N; G M <br />O <br />_ °' <br />W W <br />oo <br />" CD <br />co <br />U aoi <br />OfQv <br />(0o0 <br />tm <br />Qo <br />to <br />rnQo <br />A, <br />B <br />D. <br />N C B D C <br />If <br />V <br />, <br />11111TI, <br />�\\`,1 <br />!Z`o <br />_N <br />� <br />� <br />fjLU <br />LZL <br />_, <br />a <br />. u- WO <br />> <br />Z a < <br />L <br />°Q• <br />.Q <br />&L IY� <br />� <br />FSSt <br />o ��t <br />t <br />II <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 />0 <br />z� <br />Ors <br />P-4 M O <br />M <br />j ry t^ <br />(n O <br />QLLL <br />Q .. <br />oC U CL 00 <br />Q <br />E <br />WJ <br />Z <br />C=) <br />�t <br />0 z <br />Z�o W <br />m z li <br />Ul-100 <br />zZ<Uz <br />�z <br />j <br />C7z0 W <br />c� U OJ <br />O =o <br />UiOsw © <br />~ LU = W <br />C) <br />LA <br />N <br />�\ <br />Ln <br />Q <br />Z <br />J <br />O� <br />`� <br />q <br />VQI Y <br />LL, <br />O <br />Q <br />J <br />0 <br />U <br />'0 <br />Z <br />0 � <br />o°wo <br />zO,f�rzz <br />L <br />ZLU <br />LU <br />Z <br />Uj <br />i5 V6 <br />J <br />N <br />g j O a <br />_O <br />O �-- <br />w W 0 z Q <br /><, <br />Ln Q <br />z <br />��Oza <br />rl <br />0 <br />�aYw <br />QQ�LL <br />O <br />o <br />LL Z <br />v_ <br />W <br />� <br />z <br />� <br />O <br />Z <br />g <br />t-� <br />SCALE : AS NOTED <br />PLOT DATE: 12/7/2012 <br />TECH: ERAND <br />VERSION NO. <br />ino <br />JOB NO: 17-5176 <br />SHEET NO. <br />5 <br />