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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 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 />43'-0" w <br />N <br />TYP@2 J <br />STORY S6 <br />■................ ..... ■ ■ ■ .............. .....!....■ <br />----------Z% S3 <br />`r 6-4- 16'-3" <br />"v <br />HVAC CHASE — <br />�� BASED ON I ; : 10'-0" <br />J <br />T <br />■ <br />� LOCATION - : ■ <br />INDICATES FILLED CELL w/ 3000 <br />I <br />M <br />PSI CONC. GROUT FROM FT. TO <br />0? <br />` ` \ <br />I BEAM W/ (1) #5 REBAR VERT <br />N <br />\ \ \ ABOVE SLAB TYP @ ALL PLACES I <br />N <br />\ \ \ �\ \ \ ( I 5'-4�i6" SHOWN HOOKED FTG. DOWELS 5" I <br />• I 19� i I <br />`r' <br />EMBED W/ 25" EXT. ABOVE SLAB <br />r t "GRADE 40 STEEL" <br />TYP @ 2 STORY <br />N <br />CV <br />10 <br />�� `\ \����� LJ <br />CJ - tI��, CJ <br />I 1i-1' t <br />n n <br />2'-6" x 2 -6 x 1-0 <br />G _� I <br />S3 ~ <br />W/ (3) #5'S E.W. <br />o <br />7 <br />I I STUB UP TO • • 1 I <br />iv <br />' I I 2ND FLOG 1'-9" _0t ' 13' 1, <br />FOR A/C <br />— — <br />M <br />I 1 I I <br />(2) #5'S <br />■ ; I TOP OF CONCJ PAVER TO BE 4" <br />s 0'-0" <br />L <br />S3 4 <br />BELOW FIN. FUR. <br />f <br />2'-6" x 2'-6" x 1'-O" <br />PROVIDE Y2" x 9" <br />SL P <br />Cn <br />TYP @ 2 STORY S6 <br />RECESS FOR FRT. DOOR <br />r — — — — — — J ■ <br />--------- — :■ <br />-31/2' <br />W/ (3) #5'S E.W. <br />I— — — — — — <br />-- <br />/ <br />CJ IPA--H� <br />c <br />0 <br />_■. <br />#5 REBAR <br />�/ BUILDER TO PROVIDE CC V2w/ in ( <br />3-1/2" MIN 3000 PSI CONIC. VERTICALS (2) <br />I APPLIANCE PROTECTION S3 FILLED CELL <br />N <br />N <br />(2) #5'S N <br />-3 1/2' <br />�-, <br />FOR NANDO I I WHEN REQUIRED PER FBC 2 STORY Tr <br />PROVIDRECESSE <br />o <br />I <br />FOR I COUNTY ONLYSLAB <br />I <br />(`o <br />D <br />in <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 />VAPOR <br />FOR WIDTH VISQBARRIER <br />I I I I <br />STEPS AS <br />I CHASE <br />REQUIRED PER <br />TO <br />LO <br />FIEL�? COND TIONS <br />RI ., <br />I LOW WALLSKITCHEN IS�ND I ISLAND I �- <br />I 3 1 /2" SLOPE <br />-- ------ <br />ILl <br />4 <br />I I CJ <br />---174�� <br />ioN <br />1 all 1 -i--CJ 11" �0'-6" <br />■:L I—JJ I <br />4" <br />1 � � -P I �� I <br />q <br />L-----------I J <br />eL J11� S3 <br />I I <br />a Ilz 90,01,I I I <br />CC 1 (2) #5 REBAR <br />r VERTICALS w/ in <br />FILLED CELL <br />12 STORY <br />�-- ---- --- --J L---------------� <br />I -_ I <br />N <br />IIIIIII, NJ <br />H.B.+ <br />J <br />S6 TYP @ 2 STORY <br />C. A•• CI All A' All <br />2 <br />E <br />00 <br />4'-4" <br />5'-0" <br />FOUNDATION PLAN <br />SCALE: Y4'=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE:1 1/7=14" <br />:t <br />#5 CONT REINF. SEE <br />.. ; . , '•_ <br />FND. FOR QUANTITY <br />�• <br />#5 X 25" X 25" CORNER <br />'•;•; �'•. ;�. ; • <br />�'• <br />BAR ONE FOR EA. <br />' ' ' ; <br />HORIZ. REBAR, TYP. <br />• <br />' '•... ,. <br />U.N.O. <br />- • • • • <br />'"Alternate: <br />' <br />The reinf. bars shall be <br />•• •, • • • '• •, • • • • •, <br />Cont. around corner 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 />C9 <br />Z o <br />Z <br />Z <br />Q <br />J <br />z <br />U)Q) <br />+—j w <br />•U — <br />O c <br />E <br />M <br />W <br />mks� <br />� <br />C0 <br />c"10,� <br />01 <br />U"o <br />L 00 <br />F:1 <br />M1�10 <br />Q <br />RQ d <br />Al <br />B <br />I <br />MI. <br />N C B D,C <br />rl <br />A 1.. 1 <br />r <br />T o <br />cm <br />uj <br />LL�e <br />d <br />To the best of the Engineer's kno a ge, 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 />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />ON <br />Z <br />0 � r--.. <br />z <br />i>iU.)MO <br />M <br />Q "fp In <br />a to •� d" <br />V) <br />Q CL) Ln <br />U <br />p- <br />�'- <br />131! U 0 � <br />Q � <br />� <br />W <br />Z <br />J � <br />�} <br />��:QQZZJJ <br />W — <br />za <br />C z u U <br />pZZ = <br />Z it <br />^J <br />z <br />0 <br />%Ue <br />G <br />z <br />Lr1 <br />` <br />0 <br />o <br />"� <br />Lifi <br />a <br />U <br />= <br />N <br />00 <br />0 <br />� <br />99 <br />r- R <br />0 <br />al <br />1g <br />N <br />aujW <br />z <br />z <br />Ln <br />u_ <br />a� <br />J <br />di <br />z <br />dE8 <br />0)Z <br />CV <br />m <br />00 <br />.� <br />2 <br />SCALE : AS NOTED <br />DATE : 3/30/2018 <br />TECH: MJAMES <br />VERSION NO" 5ol <br />SHEET NO. <br />6.0 <br />