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C14 <br />C:) <br />C> <br />C'4 <br />C'4 <br />C=� <br />C'4 <br />f <br />00 <br />C> <br />C'4 <br />7, <br />CD <br />110 <br />o, <br />a, <br />E <br />0 <br />UZ- <br />00 <br />L 'L <br />5- <br />6-43 - <br />6--0" <br />TYP @ 1 STORY <br />U.N.O. <br />Ains <br />AWN <br />AN <br />51 <br />T-11 <br />H.B. T <br />8- <br />................................ ...... <br />......... <br />......................... <br />................................ <br />OP <br />BUILDER TO <br />4--0" <br />12'- 1 <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR <br />0 <br />01-OTO <br />PROTECTION <br />WHEN REQUIRED <br />I <br />VERTICALS W, in <br />FILLED CELL <br />PER FBC <br />351-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONIC. <br />0? <br />SLAB FOR HERNANDO I T rK I <br />COUNTY ONLY <br />k,13 <br />3-1/2" MIN 2500 PSI CONIC <br />SLAB OVER 6 MIL VISQUEEN 4,-g" <br />4 4'-10" <br />VAPOR BARRIER <br />Ci GJ Ci <br />C) <br />(D <br />0) <br />- — - — - — - ------ <br />5'-3" I'V-10" 3--6" 7 <br />co <br />1:: -1 <br />.0 CD <br />*C-, <br />0? <br />CP[z T. D -3 1/2" <br />Cl) <br />2'-6")Q--6"X1'-0'- FTG <br />S <br />W/ (3) #5 E.W.. - — - 3-5 <br />SLOPE <br />7- 1 <br />(2) #5 REBAR <br />F, <br />2-6-1 x 2'-6" x 1'-0" <br />AHU <br />VERTICALS wl in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. <br />FILLED CELL <br />60 <br />Ci Ci <br />rT <br />Y., <br />--j <br />0? <br />1 k*. <br />25'-10128 9'-5T28" <br />N t 4-4" <br />80 <br />2'-6"x2'-6"X1'-0" F <br />VVI (3) #5 E.W. <br />INDICATES FILLED CELL w/ 3000 PSI I LO <br />CONC. GROUT FROM FT. TO BEAM PROVIDE Y2" x 9" 1 <br />RECESS FOR FIRT. POOR <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />1 - SLOPE, <br />1 <br />K27 <br />Nr <br />U <br />4'-0" <br />4'-4" <br />HVAC CHASE <br />TYP @ ALL PLACES SHOWN TOP OF CONCJ PAVER T� BE 4- <br />14- <br />A <br />01-01, <br />HOOKED FTG. DOWELS 5" EMBED BASED ON BELOW FIN. FLR. <br />I <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 LOCATION ................... ............. .......... ..... .................. <br />STEEL" <br />::12'-10" <br />4'-0" <br />16' -10" <br />'0'-104 <br />9 <br />10 <br />STEPS AS <br />PROVIDE 1 Y2" RECESS <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR ____ i i .......... <br />LOW WALLS OPT. <br />CONDITIONS <br />Ci Cj <br />WIDTH Cj - - - - - - - - - - - - - REF. <br />Ci <br />tl <br />v - - - - - - <br />-- - -- -- - - - - - - - - - <br />- - - <br />TYP @ 1 <br />IF CHASE TO ISLAND <br />I D.W. I <br />lit <br />STORY U.N.O. <br />00 <br />LL - - - J <br />0? <br />LO <br />- - - - - - <br />SINK DISP <br />i t ce) <br />-31/21, <br />16'-0 2-914" 6-10". <br />01-01, <br />Cfl <br />9 <br />. . <br />LE E- <br />. . . . . . . . . . . <br />Ell <br />H B <br />14" 3' <br />TYP @ 1 STORY <br />U.N.O. <br />-1 <br />T-10" L 6-01. <br />2'- 1 0-.—A"' 1 51-11 <br />FOUNDATION PLAN. <br />SCALE: Y4"= V-0" <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 6th EDITION (2017) <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 FIBERIVIESH <br />SHOWN ON <br />REINF. SEE PLAN. — <br />FOUNDATION PLAN <br />7,v <br />LU <br />Uj <br />Cn <br />0- <br />CONTROL <br />JOINT DETAIL <br />SCALE: 1 112"=1'-0" <br />"—#5 <br />CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />J. <br />-Alternate: <br />The reinf. bars shall be <br />v <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: <br />1 1/2"=1'-C" <br />0 <br />C) <br />Ln CD <br />(D C-/), <br />4--J LU <br />c) <br />0 LU <br />V) CLI <br />E <br />S <br />:D <br />V) <br />cn ce) <br />0 p <br />Co r- <br />04 <br />LU <br />E <br />8 <br />a) ce) <br />0) CU <br />c co <br />2 co <br />00, <br />win —,-T— <br />C) <br />-,-- E: , <br />5 - 800 <br />Co/) -I& fz- <br />rN, <br />0 <br />0 <br />CL <br />C, <br />A I <br />B D. <br />- rb <br />U)u <br />0 <br />1 tu L 0 <br />z <br />Z to 20 Milimill <br />&L <br />IM, <br />LU C4 d 0 <br />CD <br />C-') <br />00 <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portio ns of the drawing pages bearing Engineer's signature <br />and seal. <br />Z <br />0 <br />�-4 4-J C:) <br />Ul) — <br />=) <br />> L7) p <br />�5 Lr, <br />z <br />CL LL <br />fu <br />U CIL 00 <br />z E <br />z <br />Uj <br />W <br />-j C:) <br />0z <br />JR <br />of <br />LLI <br />z <br />z <br />z <br />U�908 <br />rs <br />< <br />. '. " <br />i S. <br />(D LL, <br />Z <br />LD <br />LU-1) <br />Z Z <br />0 <br />< <br />z <br />Ce <br />T--1 <br />8z <br />::D <br />-0 <br />0 <br />On <br />5' <br />0 <br />-0 <br />— <br />LL <br />0 <br />z <br />:� < <br />U <br />-117 <br />fu <br />0 <br />g -Z <br />0 <br />LU <br />> <br />0 0 <br />0, <br />CL <br />rj <br />or.,t 0 < <br />zw��d <br />uj Z <br />< <br />Z <br />0, cg <br />z <br />LU <br />Lr) <br />Z � <br />Z. <br />T-11 <br />di <br />z 0, <br />0, <br />< <br />8 <br />r-4 <br />Z <br />z <br />z <br />r-j <br />Z <br />tu <br />ce <br />V) Z <br />� 0 <br />0 <br />06 <br />UJI <br />;�ul <br />z <br />rn <br />?--1 <br />13- <br />V) <br />SCALE AS NOTED <br />DATE 3/19/2018 <br />TECH: MJAMES <br />VERSION NO - 4,.0 <br />SHEET NO. <br />6,0 <br />