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STEPS AS <br />REQUIRED M <br />PER FIELD S3 <br />t H.B. CONDITIONS <br />I <br />TYP @ 2 STORY <br />J <br />S6 <br />r-- <br />I <br />I <br />PROVIDE 1 Y2' RECESS I <br />! SURROUND <br />/ <br />_---- <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR � <br />f L - - � • • // <br />---------- <br />! � ' <br />I <br />ifl <br />WIDTH <br />I <br />r <br />I' <br />■: <br />It - <br />t I /'/ / i�F VAC CHASE <br />I N <br />N <br />.: ■ <br />f I <br />I <br />I lie 0 -0 , <br />EASED ON I <br />r�Jl <br />I • II /,; LOCATION 0'-0"tollLAI <br />O <br />J CJ <br />-1 <br />j <br />CJ <br />5.A ... . <br />■: <br />III Illr <br />or <br />D.W. 11 I 3-1/2" MIN 3000 PSI CONC. SLAB <br />I I :■ <br />I <br />J� I I FOR HERNANDO COUNTY ONLY I <br />STUB UP TO <br />_ _ JI <br />a.Irrr- <br />I <br />�-�; 1 iv <br />= % I 1 1 3-1/2" MIN 2500 PSI CONC SLAB <br />o 8 II I I OVER 6 MIL VISQUEEN VAPOR <br />C J 2ND FLOOR <br />FOR A/C <br />9 <br />tl( l V I <br />II '' L I <br />� <br />\ IIL - J III I I I BARRIER I <br />I I :: I <br />9 <br />t`VII j <br />zllr11I1 I <br />-.r------ — ::------� <br />.....:::: <br />�••irt.ti•i•i•rl.••rrrrlti•i•i•i•rrrrl.•i�i•i•rrrrl+ r �r r <br />I W N <br />Z <br />■ <br />I II I <br />I [AL I_ J 2'-6" X 2'-6" X 1'-U' <br />31/2" <br />- <br />' I <br />- <br />'- - - -I- � W/ #5's E.W. I ^,� <br />( Z. <br />1 I j <br />■ <br />_ <br />j j CHASE TO — — — — — <br />S3 / <br />�\- <br />1 <br />I <br />;0iv <br />M <br />M <br />v <br />T <br />,ISLAND <br />�+ + �-- > <br />- - - - I BUILDER TO PROVIDE <br />_ <br />� <br />— J iC <br />CJ <br />I I r CC <br />11IT <br />APPLIANCE PROTECTION <br />WHEN REQUIRED PER FBC I <br />o <br />iC <br />co <br />2'-6" X 2'-6" X 1'-0" <br />I I <br />S3 <br />M <br />W/ #5's E.W. <br />I <br />OPT. n <br />w <br />I I I <br />II REF. '- <br />O <br />■ : <br />I <br />I I _ _ <br />to <br />■ <br />914H <br />-2'' 8'-6a" ,- 10'-7g' <br />19'-3" <br />TYP @ 2 STORY <br />(SEE JJ/S6 FOR <br />STEM OPT.) q <br />O <br />zo <br />TYP @ 2 STORY <br />= <br />I :_ <br />I <br />J <br />` I <br />S6 <br />—E-4 <br />S6 <br />Ci <br />CC CJ -I- CJ <br />S3 <br />4 <br />to <br />( INDICATES FILLED CELL w/ 00 PSI I <br />I CONC. GROUT FROM FT. T BEAM 0'-0" <br />PROVIDE Y2" x 9"W/ (1) #5 REBAR VERT ABOVE SLABTYP <br />@ ALL PLACES SHOWRECESS FO2 ST RY (2) #5 REBARHOOKED <br />FTG. DOWELS 5" BED2 <br />#5 REBAR J VERTICALS w/ inW/ 25" EXT. ABOVE SLAB "G DE 40 () <br />Ali, <br />H�STEEL" <br />VERTICALS w/ in S3 FILLED CELL <br />OP <br />FILLED CELLV-8" <br />V-8"I2 ST RY <br />J <br />q <br />3'-10" 2'-8" 3'- 0" S3 <br />'n <br />I � -31 /2" <br />00 <br />, ,._ N 0 <br />O <br />Y-0" X S-0" X 1'-0" <br />■, ■.......■" <br />W/ (4) #5's E.W. <br />4 <br />J ' <br />Q <br />CV <br />S6 <br />N <br />I I v `w r. V l\ J r\ I <br />2'-6" X 2'-6" X 1'-0" <br />W/ (3) #5's E.W. <br />4'-U'- A 4 -U - A F-U' — <br />W/ (5) #5's E.W. <br />2'-0" <br />PZ11i <br />FOUNDATION PLAN -A <br />SCALE: Y4"=1'-0" <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 />VWVF PLACED IN <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN.- <br />1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />W Z <br />LU g <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1-0 <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 />Z g <br />Z <br />QE3a <br />��7t�1� <br />V/ cn <br />w <br />V <br />W <br />0 <br />(� U <br />_ <br />E <br />®—$ = <br />Of M M <br />c�pp O 'C N <br />U C <br />4 <br />�� <br />Q Of <br />lfi <br />�SD. <br />.N- N <br />C � <br />W <br />Z z e, z <br />w' <br />U) cc <br />to <br />Q Z 0 -S <br />is ia grn� <br />LUaN <br />A <br />t t`Mill 1p/ o <br />` � • <br />- NSE <br />•� <br />_ oP <br />GJ • .� ry < j� � <br />itl <br />7 ••• F LC) <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential Bth Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />go <br />Q <br />zQ <br />la <br />z O <br />Z <br />Cb� <br />y2�z <br />J <br />' <br />O <br />WWow <br />V m <br />0 <br />z <br />OLL- <br />W <br />U <br />(/) <br />M <br />O <br />O� <br />o <br />J <br />C <br />O <br />QaL <br />Ln <br />F <br />� <br />$ <br />Z <br />N <br />966 , <br />J <br />Ll.J <br />Q <br />lfl <br />Q <br />z <br />kD <br />Z <br />U <br />IIm <br />�n <br />06 <br />g <br />w <br />= <br />,-+ <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAM ES <br />VERSION NO, 3ol <br />SHEET NO. <br />6.1 <br />