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0 <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 />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 />V . LU <br />—.-�:— - W <br />43'-0" cn a <br />3'-0 <br />1 TYP @2 J <br />STORY S6 <br />H.B.t <br />�................ ..... . . . 0 ............... .....li .0 <br />I— S3 ca <br />bo <br />5 -4 v 16'-3" <br />v <br />HVAC CHASE r <br />BASED ON I I 0'-0" I <br />J <br />S6 <br />LOCATION <br />lam/ <br />. I 1 INDICATES FILLED CELL w/ 3000 <br />\I <br />_ <br />; ; PSI CONC. GROUT FROM FT. TO I <br />C? <br />I BEAM W/ (1) #5 REBAR VERT <br />_ <br />r <br />_ <br />\ I . ; . , ....... ABOVE SLAB TYP @ ALL PLACES <br />_ I ' ' • . • ' ' r r SHOWN HOOKED FTG. DOWELS 5" <br />■ I 19�" I 516 t I I <br />_ EMBED W/ 25" EXT. ABOVE SLAB <br />r 1! I "GRADE 40 STEEL" <br />It 1 <br />TYP @ 2 STORY <br />o <br />ci <br />N <br />,r, <br />I r <br />�� LJj <br />CJ ,C3 CJ <br />I ����` I" <br />2 -6 x 2 -6 x 1'-0 <br />a' G ��� <br />I <br />W/(3)#5'SE.W. <br />b <br />' <br />STUB UP TO I t I <br />iv <br />' I 2ND FLOOD 1 9„ 1_01O . 13'--'4" <br />FOR A/Cof <br />— <br />�, <br />�-- <br />I I <br />(2) #5 S <br />■ ; I 01-01, TOP OF CONIC./ PAVER TO BE 4" <br />L o <br />S3 <br />BELOW FIN. FLR. <br />( <br />;\ <br />2'-6" x 2'-6" x V-0" <br />I PROVIDE Y2" x 9" <br />= <br />J <br />S6 <br />I <br />I RECESS FOR FRT. DOOR I <br />-3 1/2"SLOPE <br />W/ 3 #5'S E.W. <br />( ) <br />TYP @2STORYco <br />: r--------- —------J :� <br />N — -i- -- <br />o <br />_ <br />r <br />I / BUILDER TO PROVIDE CC (2) #5 REBAR I <br />_ VERTICALS w/ in <br />3-1/2" MIN 3000 PSI CONIC. I APPLIANCE PROTECTION S3 FILLED CELL <br />C� <br />(2) #5 S N <br />v <br />3 1/2" <br />�, <br />PROVIDE 1 y2" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY <br />RECESS FOR I COUNTY ONLY <br />ic> <br />L <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />L_ <br />FOR WIDTH VISQVAPOR <br />RUEEN <br />STEPS AS <br />I CHASE I <br />REQUIRED PER <br />TO I I <br />r? <br />FIELD <br />CON ITIONS <br />I KITCHEN ISLAND I ISLAND I 13 1/2 SLOPE' I <br />LOW WALLS <br />-- ------ _ <br />- - - I- - - <br />III' <br />- <br />o <br />I� - - - - _- - I CJ I <br />711 ------ ----- <br />cm <br />o <br />I I oil I -i-CJ 1 4'-11" <br />t.L--J.! I <br />oo 4" <br />L J,l <br />�' <br />_ <br />I�rF✓��U - - - - - - - - - - - I J <br />IILJIIa ) S3 <br />c;) <br />II�� Jllz �0'-0" <br />I (2) #5 REBAR <br />T VERTICALS w/ in <br />S3 I <br />I FILLED CELL <br />12 <br />o <br />- STORY <br />I <br />c� <br /><V <br />I <br />J H.B.+ <br />S6 TYP @ 2 STORY <br />6'-0" 64" _ 4'-0" <br />FOUNDATION PLAN <br />SCALE: %4"=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 1 1/2"=V-0" <br />CONT REINF. SEE <br />ID, FOR QUANTITY <br />X 25" X 25" CORNER <br />.R ONE FOR EA. <br />)RIZ. REBAR, TYP. <br />J.O. <br />Iternate: <br />i reinf. bars shall be <br />t. around corner by cold <br />ding the bar wl min. <br />bar lap of 25". <br />SCALE: 1 1/2"=1'-0" <br />(D LO <br />z M <br />o <br />O <br />_ <br />Z CO <br />z� <br />Q <br />01 <br />z <br />V) (h <br />w <br />'U — <br />O w <br />V) <br />0) <br />� <br />Mo <br />�i <br />o <br />U <br />iy E <br />O <br />N M <br />CmM <br />N N <br />-U <br />OoCD <br />LL M <br />U� <br />�Y <br />0Qo <br />O-�t <br />Q m <br />U7 <br />W Q O <br />A' <br />N�CBDC <br />� <br />6 f <br />NNI <br />CN <br />m• <br />;� l31 <br />_ <br />LLI <br />�.& <br />� �� <br />I o °•^� <br />W "d <br />S;r.. 4t(o-kF®R <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 />zC:) <br />0 N n <br />�-' 4.j O <br />1,0 <br />>U-)M�O <br />M <br />Q U-) 'f0 Lf) <br />z <br />0 Lr) <br />U- <br />ro <br />ce V 0. 00 <br />� <br />Q <br />E ... <br />z <br />W Luo~ <br />l0 <br />d' <br />J <br />�z <br />za <br />a� <br />f� <br />z <br />w¢&& <br />o48o <br />Z U Z Q <br />^� <br />n <br />UO§Z <br />z <br />� u-o <br />SFtjo <br />O <br />w <br />N <br />~ <br />z <br />o Q V <br />> <br />¢ <br />zz <br />z <br />Z <br />a <br />O <br />. <br />L l <br />�z <br />4 <br />u <br />= <br />N <br />O <br />ULu <br />z0 <br />�� <br />PRE <br />(�aa <br />] <br />vama <br />N <br />A <br />` <br />Zao� <br />w J <br />wV' QZQ <br />< <br />Q <br />j w� <br />r <br />Z <br />d <br />W°go <br />W <br />ui <br />LL.I <br />0 <br />9 . <br />J <br />—11 <br />I.l.1 <br />LA U <br />S <br />V <br />Q <br />z <br />Q <br />z <br />z <br />Ln z <br />z <br />0 <br />� <br />J <br />= <br />¢z <br />r, <br />a- <br />to <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO. <br />6.0 <br />