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00 <br />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 />WWF 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 />w <br />w <br />U:) a <br />461 8'-0" <br />2'-" 6-0" 6'-0" 6-0" 5'-28° 7-18" CONTROL JOINT DETAIL <br />2'-6" x 2'-6" x V-0" 31 SCALE: 3/4" = 1'-0" <br />TYP @ 1 STORY <br />A W/ (3) #5'S E.W. <br />S3 U.N.O. <br />H.B.- <br />------------�-- <br />—------- <br />T- <br />--- <br />------I— — ---1 <br />■ <br />N <br />N <br />LO <br />2313, <br />4 , <br />I <br />OPT. D I QPT. VJ1 <br />TYP @1STORY <br />31/2" <br />SLR I <br />ill <br />U.N.O.10 <br />10 <br />r' <br />,- <br />C1J <br />II <br />I I <br />I I �i : <br />a, <br />LI <br />C-�- ( <br />- <br />o <br />o� <br />- - - <br />- - <br />FD <br />- <br />INDICo <br />■: I CONCATES FILLED <br />GROUTFROM FT. TO BOEAM I <br />1 ' • <br />�CHASETO <br />- ISLAND <br />1 <br />BUILDER TO PROVIDE J <br />M^, <br />W/ O 1 #5 REBAR VERT ABOVE SLAB <br />I <br />TYP @ ALL PLACES SHOWN <br />j j KITCHEN ISLAND <br />I I WALLS <br />K <br />S3 <br />APPLIANCE PROTECTION I S3 <br />WHEN REQUIRED PER FBC <br />• I HOOKED FTG. DOWELS 5" EMBED <br />_ _LOW <br />rC - 1 <br />- <br />W/ 2511 1 EXT. ABOVE SLAB' GRADE 40 <br />I <br />41 <br />I STEEL" 25'-6" <br />I I I I <br />20'-6' <br />7-011 -0" <br />10 <br />STEPS AS <br />II r = �a <br />I I r <br />t` <br />REQUIRED <br />I II <br />I I I I II L JIII I' <br />T-5" T-1" <br />PER FIELD <br />-_ 3 <br />1 1 I I I II (- �Illz : <br />I <br />1 <br />� 21 x 21 x 1'-0" <br />CONDITIONS <br />�� : <br />1 PROVIDE 1 /' RECESS - I II I! - <br />■ • FOR SGD. REFER TO I 20 I I I ILL _JJI"' <br />MASON'S SLOPE FOR �" I I I - - - -h I :: <br />�w.H.\} <br />K <br />CC <br />S3 <br />I CC <br />S3 1 <br />W! (3) #5'S E.W. <br />*' <br />S3 <br />o <br />WIDTH I III D.W. III I <br />1 ■ <br />1 L <br />( CJ I III I►I <br />\ <br />■ <br />- <br />o <br />� <br />S3 <br />I16-111 <br />- - - - - - - - <br />31/2" <br />— — — <br />SLOPE. <br />_ <br />1 /2 <br />I <br />2'-6"x2-6"x1'-0" <br />' <br />o0 <br />I <br />71 4'-$11 <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />W/ (3) #5'S E.W. PROVIDE Y2" x 9" 1 <br />N <br />L N <br />S3 <br />HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />d <br />■ ' 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CO1i PAVER TO BE 4" <br />1 <br />MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN. FLR. <br />3'-8" <br />4'-4" <br />G <br />I <br />I <br />CP <br />S3 <br />. <br />■ <br />�. <br />- <br />r� <br />1 <br />0. <br />1 17'-57" .. � .... <br />36'-6$' <br />90. <br />IF <br />TYP @ 1 <br />2-6-1-0"I <br />I <br />STORY U.N.O. <br />` <br />1 W/ (3) #5'S E.W. <br />' <br />CJ <br />- <br />g.AHLU <br />'CJ L? <br />CJ — CJ <br />10'-10811 _ <br />.. . ..... <br />o <br />' <br />HVAC CHASE <br />I BASED ON <br />:.'.' . '. '. '. '.: ]✓;; ='� <br />- - <br />( �� j <br />in <br />LOCATION <br />I' <br />r <br />II <br />C <br />I I} iV <br />C/ <br />0'-0" I ■ <br />171 <br />2•_g•� '2'_g'• 2'-11$'ll I <br />_ <br />J I <br />I <br />I t_ <br />a, <br />ro <br />/� <br />r <br />`---------- <br />�....... <br />-- <br />—�—a-- --._ <br />------+--�---fit---J <br />_ <br />-/ �--J.......... <br />.......... ._ . L i T <br />„. <br />I <br />-I- TYP @ 1 STORY <br />H.B. 3 U.N.O. <br />I.1 <br />Mn$ <br />FOUNDATION PLAN. <br />#5 CONTINUOUS <br />. , • <br />"�_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />' ' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />'.:\ ..•:\ ;;\' <br />�:=.• �•� <br />",- <br />*"Alternate: <br />The reinf. bars shall be <br />• •" •. • • • • •. <br />f,:..r,...� ;.�;,...-e,...-. <br />Cont. around corner by cold <br />, <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />(D <br />Z m <br />— o <br />Z cry <br />Z <br />Q <br />a <br />t� z <br />V) C4 <br />cn <br />�- w <br />� C] <br />.O w <br />F <br />U <br />tonn <br />0� <br />m N <br />w <br />N M <br />c) <br />12 _ -08OOCV <br />�"-00 <br />Ui_ <br />�o <br />M <br />condo <br />i v <br />0 <br />A 1 <br />B D® <br />x <br />�.l=•�1� <br />M�- 6 <br />Z W � z <br />1z Cn o Gil k• <br />LU <br />a <br />Ui 0 ¢ _2 <br />a= _ � <br />Z imo� <br />0 �o <br />Z NU) <br />LL <br />•Ll <br />I F;34 J.J <br />4•� <br />o <br />QFF55p C` <br />t�•�`j',3Ai <br />�,�4IL����'�',�� <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 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />L E N NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />€oz <br />3� <br />za <br />�F <br />Uz <br />oo�� <br />Z U Z <br />0 w Z <br />co <br />oo <br />z <br />8mo <br />o <br />Q <br />O N <br />L <br />___1 <br />zz <br />Q o <br />00"s <br />EZ <br />Q <br />z <br />O <br />c <br />N <br />-0 <br />Q <br />a <br />�./ <br />:jLU <br />V18 <br />= <br />z <br />� <br />000 <br />P a <br />N <br />Z¢Z a <br />Wa <br />Q <br />o��z <br />28-2 <br />Z <br />E\ <br />Z <br />LU <br />'"i <br />Lr) <br />a o E <br />a z o <br />di <br />Z <br />oP <br />M <br />Q <br />Z <br />Paz <br />ado <br />M <br />W <br />Z <br />LU <br />J Z <br />0o <br />g <br />= <br />a <br />,-i <br />�. <br />o <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />