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3'-0" <br />1:-M, <br />HRT <br />Mlffl# <br />TYP @ 2 <br />STORY <br />2'-2!o?" . 2-- <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.-� It FOUNDATION PLAN <br />T <br />v 1, LU <br />LU <br />C5 <br />CONTROL JOINT DETAIL <br />SCALE: 1 1/7=11'4' <br />.......... .............. ............ ...... <br />00 <br />-1 —#5 CONT REINF. SEE <br />64 16-3 <br />C131 F 7 <br />HVAC CHASE FND. FOR QUANTITY <br />--#5X 25"X 25" CORNER <br />BASED ON I <br />9A I 1 1. 1. 1. 1. 01-01. <br />LOCATION BAR ONE FOR EA. <br />7.. <br />HORIZ. REBAR, TYP. <br />INDICATES FILLED CELL w/ 3000 U.N.O. <br />00 <br />j <br />PSI CONC. GROUT FROM FT. TO j <br />"Alternate: <br />BEAM W/ (1) #5 REBAR VERT <br />........... . ABOVE SLAB TYP @ ALL PLACES The reinf. bars shall be <br />LO <br />cont. around corner by cold <br />EMBED W/ 25" EXT. ABOVE SLAB TYP @ 2 STORY v- v- v- V- bending the bar w/ min. <br />SHOWN HOOKED FTG. DOWELS 5" <br />bar lap of 25". <br />"GRADE 40 STEEL" <br />T; <br />i Z-6" x 2'-6" x 1 '-0" TYP. CORNER BAR DTL. <br />c14 Ci <br />LO <br />W/ (3) #5'S E.W. <br />3 SCALE: 1 1/2"=V-0" <br />ISTUBUPTO" <br />-71" <br />2ND FLOO 13' 4 <br />. . r. :1�—, — -ISM <br />FOR A/C ... <br />(2) #5-S <br />TOP OF CONC./ PAVER TO BE 4" <br />0. <br />BELOW FIN. FLR. �. �3 <br />Y" 9" Z-13" x 2'-6" x l'-O" <br />PROVIDE 2, 1�3 SLOPE <br />RECESS FOR FRT. DOOR L—i 1/2" W/ (3) #5'S E.W. <br />TYP @ 2 STORY <br />r <br />CD <br />A <br />Ci <br />0? <br />(2) #5 REBAR <br />BUILDER TO PROVIDE cc 2) #5'S C14 <br />3-1/2" MIN 3000 PSI CONC. I _- I —' VERTICALS w/ in 1 <br />3 1/2" - 1 0 APPLIANCE PROTECTION S3 FILLED CELL -------------- <br />PROVIDE 1 Y2.' SLAB FOR HERNANDO WHEN REQUIRED PER FBC 2STORY <br />RECESSFOR I COUNTY ONLY I <br />ED <br />LO SGD. REFER TO 3-1/2" MIN 2500 PSI CONC <br />MASON'S SLOPE SLAB OVER 6 MIL <br />FOR WIDTH VISQUEEN VAPOR <br />BARRIER <br />STEPS AS CHASE <br />REQUIRED PER TO <br />FIELD KITCHEN ISLAND ISLAND <br />CON41T.IONS LOW WALLS SLOPE' <br />— — - — — — — — — — 3 1/2" <br />rl— — — — — — <br />I L= Ci <br />1 <br />M:1 oil --4 Ci <br />4- <br />00 1 <br />L— — — — — — — — — — <br />9 11 L L �3 <br />7 F -11 <br />cf) <br />O.-Ol. <br />L III z & <br />IL, -�Z�j C") C) <br />0) 1 (2) #5 REBAR <br />rcc--\ VERTICALS w/ in <br />FILLED CELL <br />2STORY <br />C� <br />.. ........ ........ <br />0 0 0- <br />KE14 <br />TYP @ 2 STORY <br />64" 6'-0" 6'-0" 6'-0" 64" 4'-0" <br />FOUNDATION PLAN. <br />SCALE: Y4"=1'-0" <br />0 <br />(D <br />CL <br />V) (D <br />(1) C—f) <br />4--J Uj <br />U <br />LLJ <br />0 <br />V) <br />* —F-2 <br />F- <br />E <br />0 <br />2 co <br />V) F— <br />0 <br />00 <br />C14 <br />a) <br />U-j <br />E <br />—8 <br />co <br />0) Ce) <br />r- cc cl) <br />2 n co <br />O-(N <br />-T- <br />0 <br />�2 0 <br />LL ob <br />0 cc 00 <br />a) <br />(1) <br />ic <br />U) -*.4 P <br />CL 0 <br />Lo 0 -�t <br />< 00) <br />—0 <br />0 D. <br />I <br />M <br />X 0 <br />zi; <br />00 <br />?ft <br />u-, �2 <br />-oaf <br />'sIV <br />Z.0 <= <br />CD <br />15 or'. FI-C <br />f <br />C <br />0-`9 <br />E 0 <br />z v <br />LL W, 4'v) <br />\ < <br />jf�-, S, �S <br />1 0 <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 />C) <br />Z C'4 <br />0 (1) r-, <br />1-4 4-J C:) <br />V) * =—) %.C) <br />0 <br />> V) M <br />F-4 CY) <br />< Ln <br />z <br />�5 <br />Ln <br />U— <br />CL <br />� <br />fu <br />0� U CL 0C)o <br />z <br />< <br />z E <br />z <br />UJ C:) <br />-j 0 <br />W <br />,z <br />0 <br />LU <br />z <br />z <br />U 8,0, <br />z UW UZJ <br />on LZU <br />0-0 <br />0 <br />ul <br />ZZ <br />0 <br />> <br />< <br />2: z <br />z <br />0 <br />'0 <br />Ln <br />LL- <br />z <br />< <br />0 <br />r*4 <br />0 <br />0 <br />u9i Wx <br />8 zi <br />r— P 0 <br />rE <br />Z< he t=� <br />A86 <br />02 <br />L, <br />< <br />LU LU Z< <br />< <br />Z <br />Lu: ge <br />2 <br />2 0 9 <br />t 2 <br />z <br />LU <br />Lr) <br />LU <br />W ZO- <br />�s �� 2 <br />0 <br />�8 <br />10 z <br />2 �2 <br />c) <br />z <br />LU <br />Ln <br />Z <br />Z <br />Cy <br />V) z <br />co <br />0 <br />lr-� <br />:5 <br />LU <br />0 <br />< M <br />rn <br />T--q <br />a - <br />SCALE AS NOTED <br />DATE 2/24/2014 <br />TECH: MJAMES <br />VERSION NO - 10 <br />SHEEr NO. <br />6.0 <br />ft <br />