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M-0" <br />6'4' <br />TYP @ 2 STORY <br />J <br />S6 <br />5'-4" <br />H.B. <br />I <br />4-4- <br />3'-0" <br />■ ■ ■ ■ ■ ■ ■ ■ <br />c <br />12 STORY <br />CC (2) #5 REBAR <br />S3 I VERTICALS w/ in <br />FILLED CELL <br />o I I <br />" .rr _h � CM <br />N II s 0'-0" <br />o <br />11 L Jil 3 <br />^ <br />M <br />Nr��llz J <br />I�UJain r-----------i (4 S3 I <br />co <br />■;I <br />I II I �—CJ — <br />I Ir — — —_ — — — --_� _ I I CJ ( <br />Y <br />4'41 <br />STEPS AS <br />_ <br />_j -- ------ �� — <br />3 1/2 SLR <br />: KITCHE SLAND I <br />,-Mn` <br />((1 <br />I <br />I I CHASE �J I <br />REQUIRED PER <br />LOW WALLS <br />TO <br />FIELD <br />CONDITIONS <br />I ( I <br />: ISLAND I <br />I <br />■• I � I <br />I 1 3-1/2" MIN 3000 PSI CONC. <br />PROVIDE 1 %" SLAB FOR HERNANDO I I I <br />L <br />( RECESS FOR COUNTY ONLY <br />0 <br />o <br />S3 <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC I <br />`" <br />I <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />I 2 STORY <br />I -31l2" <br />� <br />FOR WIDTH VISQUEEN VAPOR I I BUILDER TO PROVIDE ' <br />BARRIER _ ` APPLIANCE PROTECTION CC (2) #5 REBAR <br />�� <br />L <br />I �� WHEN REQUIRED PER FBC S3 VERTICALS w/ in <br />(2) #5'S iv <br />1 FILLED CELL <br />A_rr <br />, <br />TYP @2STORY J <br />L---------- — ------ •■ <br />S6 <br />i PROVIDE %" x 9" <br />1 <br />-3 1/2" <br />2'-6" x 2'-6" x 1'-0" <br />RECESS FOR FRT. DOOR <br />SLOPE <br />W/ (3) #5'S E.W. <br />■ : 0'-0" TOP OF CONC./ PAVER TO BE 4" <br />L o <br />BELOW FIN. FLR. <br />S3 <br />(2) #5'S <br />M <br />I { <br />I I STUB1-9_0....... .. <br />— — <br />■' LOOK <br />" <br />I 1 I I FOR A/C <br />o <br />N <br />• <br />G — <br />T 71� <br />CJ f CJ <br />2'4" x 2'-6" x 1' 0" <br />W/ (3) #5'S E.W. <br />o <br />N <br />0 <br />10 <br />_ _ I <br />5'-416"L } INDICATES FILLED CELL w/ 3000 <br />I PSI CONC. GROUT FROM FT. TO <br />TYP @ 2 STORY <br />I ::: ; ; ::: BEAM W/(1)#5REBAR VERT ( <br />_ <br />•1-1 <br />,1 ABOVE SLAB TYP @ALL PLACES <br />N <br />' I I • : I SHOWN HOOKED FTG. DOWELS 5" <br />M� <br />E SLAB <br />_ �' i .. EMBED W/ 25" EXT. ABOVI <br />•,I���� (°� "GRADE <br />ZN <br />' <br />`� <br />HVAC CHASE <br />i�7 <br />■ • _ BASED ON I L — — 1 0'-0" <br />'> <br />J <br />LOCATION <br />� <br />_j <br />■ ■ :. ■ ....... . ... <br />■ ■ ■ ■.■ <br />H.B.+ <br />TYP @2 J <br />STORY S6 <br />V-0" 4'-0" <br />54. 2'-2$•, . 2'-15" <br />A <br />FOUNDATION PLAN <br />SCALE: %4"=1'-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 />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 />_V <br />W <br />W <br />W <br />d <br />7C" <br />CONTROL JOINT DETAIL <br />SCALE: 11/2"=1'-0" <br />#5 CONT REINF. SEE <br />_•' <br />"�, <br />FND. FOR QUANTITY <br />�� ��'• <br />�'' <br />#5 X 25" X 25" CORNER <br />' ' �' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />• • <br />'�_ <br />**Alternate: <br />; <br />; ,: ,'; <br />The reint 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 />� r <br />Z o <br />Z <br />Q <br />U) z <br />cV) C� <br />W cn <br />+_j w <br />�U _ <br />0 LU <br />Of <br />E <br />0 <br />(A <br />V) <br />0 0 <br />co <br />w <br />I--- <br />o <br />8 <br />Cn co <br />2 'O coca <br />N <br />02 <br />4i <br />ID <br />U <br />L LL co <br />7 <br />N <br />Y <br />0 O <br />Q <br />Qrn <br />rnQo <br />s <br />m <br />W. <br />N•C.B -D•C <br />TF" I <br />r <br />o iYV N <br />", <br />Z � <br />L <br />LL oe. <br />W <br />VA <br />U°� <br />® <br />o % <br />WE <br />itt•.�'���a4 �In;� <br />o <br />�.I't•���t egltlrillliRl�^ <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 />O <br />ON <br />Z <br />0 <br />Ili jr) 0 <br />Q "v LP) <br />°- in s= <br />QL_ <br />LLLL <br />CL M <br />0� V Q OC) <br />Q <br />J � <br />W <br />d' <br />oz <br />V) <br />� <br />W <br />za <br />ga <br />z <br />zgo <br />U z¢ <br />o <br />/J <br />IlZ <br />y�WZ <br />RC�-J <br />Z <br />0 <br />6YLu <br />LL N <br />Uw <br />Wo <br />oLO <br />zp <br />a� <br />ilk <br />g <br />-0 <br />z <br />V3 <br />o <br />i <br />> <br />N <br />O <br />L <br />0 <br />'^ <br />v` <br />0 <br />z <br />0 <br />Ja <br />�w <br />w <br />o <br />¢�Q-0Q <br />` <br />o <br />.J <br />XOLu <br />N <br />g U4 <br />� <br />ct <br />� <br />�Za <br />� <br />a <br />� <br />�a <br />Z <br />N <br />Lr);W'z <br />o <br />J <br />IJ.I <br />o w o <br />PQa <br />O <br />l� <br />Q <br />Q <br />Z <br />"~o <br />k <br />00 <br />Z <br />ZUj <br />aZ <br />0 <br />1 <br />4 <br />J2 <br />z <br />uj <br />1� <br />a <br />Ln <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: ERAN D <br />VERSION N0. 10 <br />O <br />SHEET NO. <br />6.0 <br />