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C <br />C <br />d <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "F" 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 />65'-0" WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />1'-9� 3'-2 » » 2'-1 5-11 „ OR FIBERMESH SHOWN ON <br />5 -4 a 13 5 -0 5 -0 5 -10' 3 -10 6 -0' 6'-0" 3'-10" a 64 5'-0" 5'-4 REINF. SEE PLAN. FOUNDATION PLAN <br />—�---ix <br />w z <br />w� <br />H.B. U.NPO. 1 STORY S3 <br />�— <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />--------------- <br />■ <br />■ <br />■ ■ <br />-1 <br />b <br />_ , .. <br />Loi <br />•• <br />o <br />r — — <br />16'-0" 2_.6'-10". I :: <br />M <br />:: II 0'0» I ■ <br />Cfl <br />-3 1 /2" <br />I <br />II <br />So <br />I \ SINKDISP <br />{ I I <br />r <br />I — _ <br />fir— =� ----- <br />111 M <br />A . <br />o <br />"' <br />LOPL <br />I �� I i D.W. j a� I I :: <br />I{ I <br />S3 N <br />__—J _ I CHASE TO IS D--- <br />----- ----- <br />{ I <br />oM <br />TYP@ 1 <br />STORY U.N.O. <br />STEPS AS <br />REQUIRED <br />PROVIDE 1 Y" RECESS CJ L _ _ _ _ _ _ _ _ _ _ _ _ J CJ OPT. —r PP CJ ; <br />.. <br />FOR SGD. REFER TO REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: <br />CJ— 4:. I ■ <br />::.' 10,.1 O„ <br />PER FIELD <br />.'.'. <br />MASON'S SLOPE FOR �� KITCHEN ISLAND <br />I <br />tq <br />CONDITIONS <br />WIDTH �I� LOW WALLS <br />0 <br />a <br />4'-0" <br />I 16-10" <br />-12'-10" <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />— — — — — •— — — — — <br />l <br />W/ (1) #5 REBAR VERT ABOVE SLAB ::::::::::::::::::...:::::::::::: ' ..... <br />■ ■ ■ <br />I TYP @ ALL PLACES SHOWN I <br />S TOP OF CONC./ PAVER T BE 4' <br />■ <br />J <br />■ 4'-0 <br />44" <br />4'-6 „ <br />(2) #5 REBARAin <br />„ 0'-0" <br />I HOOKED FTG. DOWELS 5 EMBED <br />VERTICALS w <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 HVAC CHASE BELOW FIN. FLR. <br />BA <br />SEFILLED <br />STEEL <br />SLR I <br />CELLI <br />�i6' PROVIDE %2" x 9" <br />LOCATION c <br />I I RECESS FOR FRT. POOR <br />I '_ » '- ' ,Mn <br />2 6'x2'-6 X1 0 FTG <br />I -4" <br />S3 <br />b <br />r <br />� � <br />25'-1 127» \ \ 9'-5*" W/ (3) #5 E.W. <br />5�_0» I <br />in <br />a <br />— — — — — — <br />■ <br />4 <br />TU.N.O. <br />#5 REBAR <br />0P <br />TYP @ 1 STORY S3 <br />I S3 CC <br />(2) <br />I <br />S3 <br />VERTICALS w/ in <br />I 1 I•• AHU I I <br />FILLED CELL I <br />• » '_ » '_ » <br />2'-6 x2 6 X1 0 FTG • • _ • ' ' 3'-5" <br />W/ (3) #5 E.W. G _ ._ . r �� -31 /2" i\ <br />7'-1" <br />» �_ » . » <br />2'-6x26x1-0 <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS wAln <br />S3 0 <br />I I I OPT. D <br />SLOPE <br />FILLED CELL <br />.. .......... .. .............. 0 <br />5'-3" V-10" 3'-6" O I <br />' <br />_ o <br />3-1/2" MIN 3000 PSI CONC. I I ' X-7a" 7'-10" 1'-I ": EDGE OF SLAB 2" I <br />I <br />co <br />rn <br />b) <br />SLAB FOR HERNANDO BEYOND WALL <br />I <br />I COUNTY ONLY <br />J <br />N <br />3-1/2" MIN 2500 PSI CONC K <br />SLAB OVER 6 MIL VISQUEEN I ``t;) ', I ; S3 o I <br />S3 <br />T ; : I : <br />I <br />VAPOR BARRIER fV <br />35'-4" ; : 20'-6" <br />■ <br />• ( <br />BUILDER TO <br />0'-0" <br />PROVIDE <br />I <br />(2) #5 REBAR <br />APPLIANCE <br />VERTICALS Win <br />4'-0"7. <br />PROTECTION <br />FILLED CELL <br />lo <br />W H <br />WHEN REQUIRED <br />v <br />L--- -- — — — — <br />--- <br />— o — — o — — — -- --- �' <br />— <br />PER FBC -- <br />+-- <br />-- — — — — J <br />■ <br />T <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ <br />62 <br />A <br />S3 <br />TYP @ 1 STORY <br />6'40" U.N.O. a n <br />» <br />NO <br />7'-1 <br />1'-4" 1 <br />7'-1 <br />FOUNDATION PLAN MONO — ELEV—Bl <br />SCALE: %4'=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />-#5 CONTINUOUS <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />**Alternate: <br />The reinf. bars shall be <br />cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />-CZOWA/ <br />Q`.••��SElbNT <br />' <br />N <br />v <br />lb <br />h <br />Ar co <br />i •i <br />e �••. <br />GG.� � • <br />F L 0 <br />1 <br />ZAI& OFE S S <br />"1411ttlllttOtt� <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained <br />within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />W <br />E <br />O O <br />J J <br />0 <br />01 <br />� <br />L M.4; <br />W <br />a <br />uJLL'iya <br />0 <br />W0 <br />Zg(6C <br />izp <br />001 <br />Wa <br />one <br />E T m <br />_j a <br />O <br />q# <br />LL Z <br />co <br />N Q M Z <br />O J <br />W <br />Ov <br />2 <br />❑❑❑❑ <br />z <br />z <br />z� <br />a g <br />N^ <br />W <br />0 LL <br />zC1 <br />•V <br />� <br />a <br />O <br />w f= <br />N <br />N <br />�(0 <br />c <br />`— 0 <br />U w <br />o <br />M <br />W <br />z <br />w <br />E <br />o <br />w� <br />go <br />s <br />3o <br />Q <br />u <br />r6 <br />_ <br />U <br />So <br />Z <br />of <br />O f0 <br />N <br />r <br />a�z <br /><z <br />o <br />°do <br />g <br />R <br />¢� <br />i <br />M <br />a) <br />a) <br />U <br />0g <br />wo <br />m7 <br />Fo <br />>� <br />Z� <br />� <br />oa <br /><� <br />° <br />� <br />8 <br />W <br />i <br />�2 <br />az <br />!� <br />O <br />W. <br />2Nakk <br />> <br />L 3 <br />J <br />dN <br />m <br />L <br />0 <br />.> <br />m <br />0) <br />� <br />N <br />m <br />F- <br />a) <br />Z O� <br />T_ <br />= O <br />°' <br />LO <br />r <br />CM N <br />r <br />o <br />E <br />Z <br />N <br />E O <br />y r <br />Z <br />m <br />a <br />E <br />U <br />m <br />JOB <br />NO: <br />20-0558 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />