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d <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 r1/8" SAWCUT x 1/4 SLAB <br />55'-10" 1'-4" 7'-10" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />1'-6" 6-7t 6'-qN 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2 " 7'-18" REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY <br />U.N.O. 3'-0' <br />— --�—'X <br />S3 H.B.+ <br />--------- <br />o -- <br />o --------�: — -- <br />BUILDER TO <br />------, <br />r <br />� <br />I <br />.. 4'-0" <br />12'-1'• W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR I <br />O <br />0-0. I <br />I <br />PROTECTION <br />QUIR <br />D I <br />VERTICALS w/ in <br />I <br />FILLED CELL I <br />351-4" <br />PER FBC <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC.,D o <br />00 <br />I SLAB FOR HERNANDO K N I <br />I <br />I COUNTY ONLY r S3 '- <br />J <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OVER 6 MIL VISQUEEN 2�-74° 4'-9" 4'-10" <br />VAPOR BARRIER <br />■ : I — CJ :: GJ — CJ <br />a, <br />1I <br />I° <br />'- <br />5'-3" 1'-10" 3'-6"-0 ' r <br />I <br />N <br />................ <br />• <br />°P <br />� <br />I G I I o P� T. D -3 1 /2" <br />2'-6"x2'-6"X1'-O" FTG <br />W/ (3) #5 E.W. S3 77 _.� �� 3'-5" <br />SLOPE <br />T_1" I <br />(2) #5 REBAR <br />■: I :: is ; <br />s <br />2'-6" x 2'-6" x <br />I I �, I ' ; AHU I I <br />VERTICALS w/ in <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />K CC <br />I S3 S3 <br />ici <br />FILLED CELL <br />I <br />o0 <br />S3 <br />CJ :: I <br />— — _J <br />T <br />I <br />. . . . . . . . .... . . . . . . . . . . . . . . <br />4 <br />;0 <br />. . . . . . . . ... . . . . . . . . . . . . . . . . . <br />25'-10 i i g _ — — — — — — — — <br />■ <br />■ <br />00 <br />, 2'-6"x2'-6"X1'-0" FTG <br />5'-0" <br />W/ (3) #5 E.W. <br />I INDICATES FILLED CELL w/ 3000 PSI I , I <br />CONC. GROUT FROM FT. TO BEAM PROVIDE Yz" x 9 "' <br />W/ (1) #5 REBAR VERT ABOVE SLAB �! RECESS FOR FRT. OR <br />I -4" I <br />SLOPE <br />I <br />L <br />S3 <br />to <br />rn <br />�! <br />4'-0" <br />4-4- 4'-6" <br />I TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC.I PAVER T BE 4' <br />' HOOKED FTG. DOWELS 5" EMBED , BASED ON 0'0' BELOW FIN. FLR. <br />■ <br />: ■ <br />: <br />■ Is ■ <br />I W/ 25" EXT. ABOVE SLAB "GRADE 40 l LOCATION I <br />, ::::::::::::::::: ;:::: :::: <br />STEEL"�.�.�.�»�.�.�.�....... <br />; :: :: <br />4'-0" <br />/ / / 16-10" <br />c <br />:12':10" <br />4 <br />'n <br />STEPS AS <br />( ' <br />PROVIDE 1 Y" RECESS <br />REQUIRED <br />PER FIELD <br />( FOR SGD. REFER TO �� : <br />KITCHEN ISLAND . <br />MASON'S SLOPE FOR OPT. ..... . • • : <br />LOW WALLS <br />1Cj <br />10'-104" <br />CONDITIONS <br />WIDTH i i' - ; <br />- - - - - - <br />I <br />CJ F CJ REF. :. -L- CJ • <br />■ <br />CJ _ j ■ <br />- - - 7­7� - l �I-----_- ----- �— - rt - - - - - - - - y-- - <br />- - TO ISLAND <br />- - - - - - <br />TYP@ 1 <br />F l I CHASE <br />I 1 I D.W. I <br />t I <br />STORY U.N.O. <br />fV <br />o <br />S3 <br />ii' <br />lit <br />;0 <br />T <br />I <br />�' I �� _ _— J— — — I I <br />Ilj i;o <br />� <br />S3 <br />in <br />I SINK / DISP ; ; <br />; } t < <br />I <br />" <br />�-_ <br />► <br />t 0-0 I <br />L <br />, ;' 16'-0" 2'-0" 6'-10" l :: <br />l :: <br />��• <br />4 <br />(-- l--------- <br />— --- —v <br />' <br />......... <br />H.B.+ <br />" 11 <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />-1 <br />3'-10" L 2'-106141" L V-11s�a L <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-0" <br />CONTROL JOINT DETAIL SCALE: 1 o <br />#5 CONT REINF. SEE <br />.. • <br />'•. <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />' �•' ' ••' ' ' �• <br />' ' •• ' •• ' • <br />• • <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />. •., . <br />:. <br />U.N.O. <br />'• •. •• •. "• •- •. -• • •• ' <br />*"Alternate: <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 c <br />Z <br />Z <br />Q <br />a <br />U) Z <br />V) 0 <br />4-J cn <br />w <br />•U — <br />w <br />C <br />Vi <br />U <br />w <br />o 0 <br />mC <br />� rNi M <br />■I ~ <br />� M <br />�U <br />U <br />1° <br />< CD <br />0 <br />Al I <br />BID. <br />Oio.. N <br />4— <br />rON <br />' <br />is <br />O) r i <br />N R <br />�E <br />\~ <br />\\\ <br />Ad <br />oR o Sg\ <br />7o the best of the Enginee matlon, 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 />N <br />Z <br />0 <br />r>-t M O <br />M <br />Q V 'Mp Ln <br />a to •� d- <br />L L <br />a ,� <br />07 V <br />000 <br />Q E <br />W <br />Z � H <br />J� <br />Z <br />�a <br />Z <br />$480, <br />ZZ1 <br />CL <br />0 �W <br />T <br />¢o <br />z <br />1'­aq <br />� <br />z <br />3 <br />L- <br />U <br />in <br />fa <br />a. <br />0 <br />0 <br />. <br />o <br />Q <br />N <br />od <br />uiC <br />Z <br />r4 <br />N <br />In <br />W g <br />c <br />J <br />W <br />W <br />< <br />Zg <br />Z8 <br />Cell <br />Z <br />m <br />o0o <br />� <br />Z <br />g <br />W <br />= <br />9 <br />T_q <br />a <br />V <br />SCALE : AS NOTED <br />DATE : 1/4/2018 <br />TECH: ERAND <br />VERSION N0. 10 <br />SHEET NO. <br />6.0 <br />