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L <br />c <br />a> <br />v <br />v <br />S <br />N <br />O <br />0 <br />LO <br />I <br />i <br />a <br />a <br />x <br />rn <br />0 <br />0 <br />J <br />to <br />00 <br />i <br />W <br />tR <br />00 <br />00 <br />N <br />O <br />3'-5$" , 2'-6$" <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />46'-0" <br />5'-28' T- <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />H.B. <br />t <br />N <br />10 <br />I <br />I <br />23'-6$" <br />1 _1 a"4. . <br />I <br />If <br />i <br />■ <br />I <br />• <br />I <br />I I I �: <br />OPT. D I QPT. V�1 <br />TYP @ 1 STORYirT= <br />L = W <br />3 1/2" <br />�- <br />SLOPE? I <br />it <br />U.N.O. <br />LO <br />r <br />■ INDICATES FILLED CELL w/ 3000 PSI— <br />: I CONC. GROUT FROM FT. TO BEAM <br />CHASE TO <br />I ISLAND <br />BUILDER TO PROVIDE <br />r, <br />: W/ (1) #5 REBAR VERT ABOVE SLAB I <br />TYP @ ALL PLACES SHOWN <br />I KITCHEN ISLAND <br />I LOW WALLS I <br />K <br />S3 <br />APPLIANCE PROTECTION ( S3 <br />WHEN REQUIRED PER FBC <br />HOOKED FTG. DOWELS 5" EMBED <br />(C - - <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />4'-0" <br />STEEL' 25'-6" <br />I I I <br />20'-6 <br />L 7-0" -0" <br />STEPS AS <br />REQUIRED <br />II Ir—`71n <br />II r `� Illo <br />( ( IIIL—Jill3 <br />7-5" 7-1" <br />I <br />PER FIELD <br />1 l I I If r �II�Z <br />I <br />2'-6" x 2'-6" x 1' 0" <br />"I`O <br />CONDITIONS <br />I PROVIDE 1 /" RECESS II II Cl) : <br />■ , FOR SGD. REFER TO I I LL _JJI <br />MASON'S SLOPE FOR �`' I I - - - - h I :: <br />�, <br />W.H.�� <br />K <br />CC <br />S3 <br />I CC <br />S3 I <br />Tar W/ (3) #5'S E.W. <br />r <br />— — <br />S3 <br />q <br />r <br />WIDTH I III D.W. III <br />— <br />— — — <br />- <br />cD <br />-Ci 1 Il <br />III <br />i- - - <br />\ <br />■ <br />- <br />o <br />— <br />..... <br />— — <br />�— — — — — — <br />o <br />o <br />L <br />S3 <br />i <br />- --- <br />I <br />16-11$" 8'-634 <br />cv <br />3 <br />1/2" SLOPE <br />1/2" <br />4 <br />°Q <br />3-3 <br />7'-1$" 4�_8 <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />2'-6"x2-6"x1'-0" I <br />W/ (3) #5'S E.W, PROVIDE %2' x 9" <br />iv <br />L <br />Ct <br />in <br />L — — <br />I I HERNANDO COUNTY ONLY <br />RECESS FOR FRT. DOOR <br />� <br />S3 <br />■ : 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />TOP OF CONC./ PAVER TO BE 4" <br />( MIL VISQUEEN VAPOR BARRIER <br />BELOW FIN.FLR. <br />3'-8" <br />4'4" <br />G <br />I S3 <br />I .. ■ <br />■ <br />10 <br />01 <br />17'-58" <br />36'-68, .... <br />i7o. <br />TYP @ 1 <br />2'-6"x2-6"x1'-0" I <br />STORY U.N.O. <br />t <br />o <br />( W/ (3) #5'S E.W. <br />1 <br />-1 <br />M <br />CJ <br />: I- -- - --I <br />CJ ; <br />AH� <br />- - - - - <br />CJ — CJ <br />. <br />- <br />; <br />04 <br />o <br />HVAC CHASE / / ' / <br />: <br />10 <br />BASED ON <br />LOCATION / _ <br />/ <br />I ' <br />{ <br />/ <br />/ / / / T <br />/ <br />■: I / /// � <br />I I <br />II I : <br />II � II. • <br />I { i.t <br />r-�j I <br />� II I <br />0'-0" ■ <br />� I <br />/ 17'-2$' <br />2�_g 2 _g L.2'-11$'Il i : <br />I <br />t_ J' <br />I <br />H.B+�� <br />—mot' <br />3'-8" <br />2'-6$" <br />3'-2Q„ I 2' <br />TYP @ 1 STORY <br />A U.N.O. <br />S3 <br />6'-4" <br />FOUNDATION PLAN. <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 />d <br />CONTROL JOINT DETAIL <br />SCALE: NTS <br />#5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />#5 X 25" X 25" CORNER <br />'� ;�: • '�;,�;' '� '• : <br />�'• �_'- �' <br />' ; :' <br />- <br />'�_ <br />BAR ONE FOR EA. <br />' ' ' ' <br />HORIZ. REBAR, TYP. <br />• <br />%. <br />U.N.O. <br />• : , <br />; ,; .'; <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 DETAIL <br />SCALE: NTS <br />(D r <br />Z M <br />0 <br />— o <br />Z <br />z <br />Q <br />J <br />a <br />t � <br />V ) z <br />w <br />• O W <br />� <br />r— <br />m N <br />W <br />t- <br />— <br />( M <br />M <br />T 'd co <br />S a� <br />p 0 o <br />LJ W <br />< 0 <br />L LL 00 <br />�n Qo <br />Ora <br />U-)8-:, <br />rn ¢ o <br />B D <br />N N <br />Z WC8, CC?z z <br />U) <br />W Q a) ° a <br />{ftfff �.f <br />k <br />r � <br />Z V�Aum <br />� <br />it A' <br />= W .1hSE G.0 <br />r o�� • <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.LennarTampa.com <br />0 <br />Z <br />0 <br />Lo <br />LU <br />Q <br />W¢0�tr <br />zoo0 <br />a at Z <br />a} a O <br />Oro <br />Z <br />CJ mED <br />Q <br />zZ <br />i <br />C( <br />O <br />�3 <br />c <br />G <br />J W <br />f <br />U <br />�J <br />Ti <br />o00 <br />se <br />F <br />O <br />L^, <br />O <br />a 8 <br />^ <br />L/ <br />Uo� <br />yy <br />TF <br />Zak ¢ <br />a <br />W Q <br />W <br />Q <br />Cr <br />a g <br />og" <br />0 LL0 <br />Z <br />Z <br />rl <br />eC <br />¢ <br />J <br />'}•`�I <br />LU <br />Q <br />w <br />L <br />z <br />w u <br />F Y O <br />gFa� <br />00 <br />z <br />� <br />�QZ <br /><, S <br />M <br />W <br />00 <br />g <br />W <br />= <br />�077 <br />J Z <br />` uj <br />V) <br />s <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAM ES <br />VERSION N0. 10 <br />SHEET NO. <br />6.0 <br />r II I -IF_ -_ <br />*r <br />Ii l o •. III I u��: <br />