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c <br />d <br />6'-4" <br />H.B.t <br />43'-0" <br />-o" <br />6'-0" 4'-0" <br />TYP @2 J <br />STORY S6 <br />2'-1 <br />5'-0" <br />CW <br />■................ ..... ■ ■ ■ . ............... ...........■ <br />S3 <br />CAP <br />5'-4" 16-3" <br />\ HVAC CHASE — — ; : <br />�� \ BASED ONall1.1.1.1.1. 0'-0" I <br />J <br />S6 <br />■ : <br />\ LOCATION : ■ <br />co I <br />: <br />INDICATES FILLED CELL w/ 3000 <br />I <br />PSI CONC. GROUT FROM FT. TO <br />00 <br />BEAM W/ 1 #5 REBAR VERT <br />N <br />I ABOVE SLAB TYP @ ALL PLACES I <br />�' <br />_ _ <br />i �; SHOWN HOOKED FTG. DOWELS 5" <br />19b'� 5 his 1 I <br />EMBED W/ 25" EXT. ABOVE SLAB <br />r 1! { "GRADE 40 STEEL" <br />It I <br />TYP @ 2 STORY <br />CV <br />I CJ _� L JI� �,�� CJ <br />I li <br />_ <br />2'-6" x 2'-6" x V-0" <br />rn G <br />) • I <br />W/ (3) #5'S E.W. <br />o <br />'' <br />S3 I <br />STUB UP TO I <br />N <br />` I 2ND FLOO 1A-9,. ._0,.. 13'-74' <br />FOR A/C <br />I <br />(2) #5'S <br />■ : I TOP OF CONC./ PAVER TO BE 4" <br />0'-0"BELOW <br />0 <br />G <br />FIN. FLR. <br />I <br />2'-6" x 2'-6" x 1'-0" <br />PROVIDE Y2' x 9" <br />SLOPE <br />T <br />J <br />TYP @ 2 STORY S6 <br />RECESS FOR FRT. DOOR <br />r <br />-3 1/2" <br />W/ (3) #5'S E.W. <br />I— — — —11,1,1111111 UK A■ <br />-- <br />■•�tkL---------F—-------� <br />o <br />#5 REBAR <br />BUILDER TO PROVIDE CC (VERTICALS w/ in I <br />3-1/2" MIN 3000 PSI CONC. I APPLIANCE PROTECTION S3 FILLED CELL <br />CV <br />(2) #5'S N <br />o <br />I 3 1/2" <br />�, <br />PROVIDE 1 %" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY <br />q <br />T <br />I <br />I RECESS FOR COUNTY ONLY <br />LO <br />L <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />VAPOR <br />I FOR WIDTH VISQBARRIER <br />— — <br />I I I I I <br />STEPS AS <br />CHASE <br />I <br />REQUIRED PER <br />TO <br />C? <br />FIELD <br />CONQJTIONS <br />KITCHEN ISLAND ISLAND <br />I I <br />: LOW WALLS <br />-3 1 /2" SLOPE <br />o <br />T CJ <br />I I ail I --CJ I 4'-11" <br />■•L--JJ <br />a0 4" <br />r11 1 1 I <br />J IIrFJ�II� L---- --- j <br />IILJII0 I S3 <br />r <br />�; <br />Ilr �IIY I I I I I <br />II L JII z o'-o" <br />L=—J�' <br />■• I I <br />I <br />• °' (2) #5 REBAR <br />=_ CC <br />VERTICALS w/ in <br />- S3 <br />co FILLED CELL <br />Q <br />2 STORY <br />CV <br />J <br />S6 TYP @ 2 STORY <br />6'4" 6'-0" 6'-0" 6'-0" <br />H.B.+ <br />5'-4" L 4'-0" L 4'-4" <br />5'-0" <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 />W <br />Z <br />CONTROL JOINT DETAIL <br />SCALE:1 1 /2"=V-0" <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />' ' �'• ' �'' ' ' <br />�' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />". <br />U.N.O. <br />"Alternate: <br />• <br />The reinf. bars shall be <br />�; <br />;Y.:.;;r�: f, '�r�: fir,: �� <br />cont. around corner by cold <br />• • • <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />0LOU <br />zM <br />0 <br />z (0 <br />z <br />O <br />J <br />CL <br />z <br />O <br />V) cD <br />Q) cn <br />w <br />p <br />'U — <br />Ow <br />~ <br />0 <br />� <br />In <br />o 0 <br />U <br />w E <br />Ep <br />Rig U <br />N M <br />a m M <br />2 'O M <br />O O p <br />_ a°'i <br />UCe <br />t LL CO <br />aa) <br />�Y <br />co o- o <br />tr) O-�t <br />Qrn <br />rnQo <br />A <br />' <br />N C B D C <br />N�M.� <br />,11•• 4 a <br />LLA <br />dZI <br />,/ <br />LL f, <br />2 <br />IT <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 a) I� <br />f--i •-J O <br />LO IS <br />C/) M O <br />M <br />Q -0 Lf) <br />CL .L <br />n v- <br />H� LL <br />zQ ^ <br />U Q <br />Q � <br />z� <br />� <br />§ fu <br />z <br />J <br />W <br />� <br />d' <br />J <br />oZ <br />uj <br />zaa <br />g a <br />z <br />wa°cQX <br />ooCZ <br />� <br />ZWw� <br />�yyjz� <br />z <br />S, <br />w <br />_O <br />Z�o <br />Z <br />o <br />4 U <br />j <br />1 <br />z W <br />g <br />z <br />L <br />z <br />4� <br />cD <br />G <br />CU <br />N <br />O <br />O <br />L / <br />Z <br />U <br />= <br />N <br />O <br />z <br />O <br />¢ 0,, zoQ <br />oO <br />X O U <br />U as <br />co <br />�¢z¢ <br />Q <br />z <br />Opga-Y <br />a � w <br />z <br />W <br />'"� <br />Ln <br />di <br />�o�2 <br />�0Q <br />J <br />r-i <br />LLI <br />v o Z u <br />R Y Q <br />LU <br />W� <br />z <br />Q ¢ Z <br />N V7 <br />0 <br />L+// <br />Q <br />J <br />= <br />Z <br />a z <br />r) <br />,-i <br />a <br />I(n <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />O <br />SHEET NO. <br />6.0 <br />