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m <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 />55'-10" 1'-4" 7-10" UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR <br />5'-75 6'-43" 5'-28 7'-1� REI FFSEE PLAN. FOUNDATION PLAN <br />IBERMESH SHOWN ON <br />1'-6 s � a 6 -0' 6 -0 6'-0" 6'-0" 6'-0" t; � s" <br />. - , F I % '. <br />TYP @ 1 STORY 3'-0" w z <br />U.N.O. —�---i �w <br />S3 H.B. <br />■ ■ ■ <br />■ <br />■ <br />■ ■ ■ <br />■ <br />■ ■ <br />BUILDER TO <br />w <br />I <br />; : <br />4'-0" <br />12'-1" ; W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR I <br />O <br />PROTECTION <br />WHEN REQUIRED <br />I <br />VERTICALS in <br />■ ( <br />I <br />FILLED CELL I <br />. <br />- <br />:: : <br />PER FBC <br />35•-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />I <br />SLAB FOR HERNANDO ;_ I: K N I <br />J <br />COUNTY ONLY '- S3 <br />k.S3 <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OVER 6 MIL VISQUEEN 2'-73,"'-9" 4'-10" <br />I <br />VAPOR BARRIER ... <br />.. :: I: I <br />■ ; — CJ GJ — CJ <br />I <br />4 <br />7t <br />o, <br />`h <br />5'-3" 1' 10" 3'-6"`° <br />I <br />O <br />M <br />00I <br />ih <br />-3 1/2" I <br />- - _ _ <br />I W/ (3) #5 E.W. S3 �._ .._ _.� �— 3'-5" <br />SLOPE <br />7-1" <br />�� i� <br />2'-6" x 2'-6" x 1'-0" <br />I � I; AHU I I <br />VERTICALS wAR <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />N K CC <br />I S3 <br />FILLED CELL <br />I <br />°Q <br />� S3 <br />S3 <br />CJ <br />— — — t--I— — — — —�C...... .:.. ........... <br />--J <br />q <br />.�.... <br />iJ <br />I— — --- -- <br />25'-10 g-io <br />■ <br />00 <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. c� <br />INDICATES FILLED CELL w/ 3000 PSI I i i <br />CONC. GROUT FROM FT. TO BEAM PROVIDE /2 x 9 <br />W/ (1) #5 REBAR VERT ABOVE SLAB RECESS FOR FRT. OOR <br />I r�-4" <br />SLOPES <br />I <br />L <br />S3 <br />o <br />in <br />4'-0" <br />4'-4" 4'-6" <br />TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE4' <br />' HOOKED FTG. DOWELS 5" EMBED BASED ON 0':O' BELOW FIN. FLR.::: <br />: ■ <br />' ' <br />■ ■ ■ <br />I W/ 25" EXT. ABOVE SLAB "GRADE 401 � LOCATION I <br />' ' <br />::... <br />ISTEEL"-----.---- <br />.■ <br />.:::::::: <br />. » .................. . <br />= <br />4'-0" <br />i i 16-10" <br />•12'-10" <br />o <br />STEPS AS <br />PROVIDE 1 Y" RECESS / I I <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR OPT. ........... <br />LOW WALLS <br />10'-104" <br />CONDITIONS <br />WIDTH CJ — — — — — — CJ —I— CJ ; <br />■.------ l REF... CJ <br />CJ � ■ <br />F <br />— — ��— ——tom— — �—:�� — — — — — — — rt+ — <br />i — — — ' <br />II <br />I — — — — <br />— —oil <br />° <br />TYP @ 1 <br />I i I F 71 1 CHASE TO ISLAND ; <br />.:� lao <br />t ( <br />I <br />STORY U.N.O. <br />_ <br />o <br />D.W. I <br />N <br />= <br />00 <br />I <br />i� �� <br />11 <br />S3 `nv <br />rn <br />i __—�— -- <br />I <br />I i SINK / DISP ; ; <br />; ; } t M I <br />-3 1/2" <br />16'-0" 2 -g4�� 6'-10" <br />t 0.-0„ ' <br />r <br />i <br />C] <br />----------+---------- —+----------- .---------I-- <br />-------a------J <br />■............. �............. .. .......... ............... ......... .� .............. �.................� �... <br />............. ... .............■ <br />V-9Q" I 3' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2'-1OXul" 1 5'-1 <br />5'-O" <br />FOUNDATION PLAN <br />SCALE: n"=1'-0' <br />CONTROL JOINT DETAIL <br />SCALE. 3/4 = 1 -0 <br />;:;:,;.:;- : <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 />C I <br /><1v <br />C9 � <br />Z g <br />Z <br />Z <br />Q <br />a <br />U) Z <br />cn U <br />(1) <br />C <br />4--+ W <br />Z � <br />0 W <br />�in <br />~ <br />f13 U <br />W <br />1 <br />�� <br />m N <br />e�M <br />M <br />U <br />Q <br />_U_ o <br />Q rn <br />to <br />a; Q d <br />Al I <br />01D. <br />N N <br />Z <br />Eq �W <br />M6A <br />z 0 E (. 4 oe o <br />t9 y:,e-gNS m <br />LL ZtN'Rrp�o1Not, ¢ a <br />Fly M.0 t_]I <br />.•tea <br />_ !f� -/! (_���� {�. <br />To the best of the Engineers 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www. Len narTa m pa.com <br />o <br />W <br />za <br />Lu <br />Z <br />J <br />r-Z"0, <br />0. <br />�g§1- <br />j 1 J <br />Z <br />°� U_ <br />� <br />> <br />Q <br />Q <br />g <br />iUZ <br />O <br />L.L <br />U <br />= <br />O� <br />T' <br />0. <br />Zo <br />0S <br />o <br />?x <br /># <br />N <br />OW <br />Z^I'�� <br />LU <br />Ty '-j <br />Lu <br />Z <br />W <br />zz <br />~ I= F <br />S <br />NZ <br />� <br />LO <br />Z <br />°Cal= <br />z <br />auj <br />� <br />0- <br />v) <br />o <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION NO. 4n0 <br />SHEET NO. <br />6.0 <br />