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A <br />H 'Bt TYP @ 1 STORY <br />IU.N.O. <br />■ ■ ■ ■ <br />.................................... <br />■ ■ " <br />�_ \\ ...... _\ ...�, ,� .......... ... <br />■ ■ ■ ■ I� <br />...................... __ __ _= �-i� ....... <br />■ ■ <br />j 1 <br />LO <br />2'-9" 2-8" � <br />N17'-2j" <br />Ell <br />Ln <br />r - <br />jj I <br />\ \ � <br />II <br />il <br />:■ <br />F%> <br />HVAC CHASE <br />BASED ON <br />LOCATION <br />I� <br />I i`N�t } <br />1/0 <br />b <br />10'-10j" <br />co <br />\ <br />CJ <br />— — --,T}— o <br />CJ N <br />— — }— — --�—I— <br />CJ — CJ <br />— —I <br />2'-6"x2-6"x1'-O" <br />T36'-6$" <br />I <br />W/ (3) #5'S E.W. 17'-57g" I <br />I <br />TYP @ 1 <br />STORY U.N.O. <br />■ :: � <br />:::::::. .. :::::::::: <br />' ; '. <br />: I — — 0���� <br />... <br />' <br />o> <br />`:�....... .... <br />— <br />r. <br />00 <br />J : <br />— — — — <br />S3 LO <br />c� <br />I :............................... :..... <br />G <br />::. :' <br />.I. . <br />'■ <br />I <br />.................. <br />■ ■ <br />S3 1 <br />; ■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />TOP OF CONCJ PAVER TO BE 4' <br />■ : HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />T_16" 1 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />s 4'-8" <br />2'-6"x2-6"x1'-O" PROVIDE Y2" x 9" <br />iv <br />L iv <br />-31/2„ <br />MIL VISQUEEN VAPOR BARRIER <br />I <br />16'-118" 8'-6a" <br />RECESS FOR FRT. DOOR <br />W/ (3) #5'S E.W. <br />= <br />4 <br />c <br />b <br />I <br />— — — J <br />— — • ■ <br />-31/2" <br />SLOPE <br />= <br />�4 <br />i0 <br />in <br />L <br />I 1---- <br />_I <br />—. <br />—. — <br />—r <br />N� <br />o <br />b <br />/ } <br />■ <br />I <br />g <br />CIJ III III——�� <br />PROVIDE 1 Y" RECESS D W I <br />'' <br />— — <br />I 111 III -3 <br />FOR SGD. REFER TO = I I I L _ _ �N <br />■ 'S SLOPE FOR I t_N 1 <br />'�hlco I ' <br />W.H. / <br />K <br />CC <br />I <br />■ <br />CC <br />I <br />STEPS AS <br />S3 <br />: I WADSOH I I u f ' <br />I I to I <br />S3 <br />S3 <br />2'-6" x 2'-6" x 1'-0" <br />*- W/ #5'S E.W. <br />REQUIRED <br />N L —,JN ; ; <br />- <br />(3) <br />'� <br />� <br />PER FIELD <br />I I I l n r ,- �U <br />I' <br />T-5' <br />7'-1" <br />COND�TbQNS <br />' <br />I I I N L- Jgl9 <br />— _ j <br />20'-6 <br />T-O" <br />'-0" <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I I I I <br />I I KITCHEN ISLAND I ' <br />BUILDER TO PROVIDE <br />°Q <br />TYP @ ALL PLACES SHOWN <br />; <br />K <br />I <br />M <br />HOOKED FTG. DOWELS 5" EMBED I <br />LOW WALLS <br />S3 <br />APPLIANCE PROTECTION I S3 <br />tV <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />I I CHASE TO <br />WHEN REQUIRED PER FBC <br />= <br />■ : (— STEEL' _ — — <br />— ISLAND <br />-rCJtCJ <br />i; <br />I 1 <br />Cr) <br />S3 <br />I <br />N•' <br />TYP @ 1 STORY <br />U.N.O.-31/2" <br />SLOPE I <br />rOPT�11 / I OPT. D 1: <br />■: I <br />II II <br />1LoJ1 <br />20'-11" <br />— — — I: <br />— <br />1 <br />CT <br />N <br />i <br />F <br />�I <br />I <br />■ <br />------------1-- <br />—--------�- <br />--- <br />------I— ----J <br />CV <br />A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />1-01i <br />in <br />2'-6" x 2'-6" x V-O" <br />W/ (3) #5'S E.W. - <br />H.B. <br />7- <br />T-O" <br />FOUNDATION PLAN <br />SCALE: Y4'=1'-0" <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 <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />—� —,vN <br />a- <br />CONT ROL JOINT DETAIL SCALE: 1 o <br />#5 CONT REINF. SEE <br />FND. FOR 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 />tent. around corner by cold <br />rending 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 <br />Z <br />Z <br />Q <br />J <br />a <br />U, ZCz <br />V) 0 <br />a) N <br />1-•j w <br />0 LU <br />Ch <br />E <br />coo <br />~ <br />�N <br />� U <br />w <br />mn <br />�' <br />c m tc� <br />N <br />O <br />U <br />- <br />� � <br />Q <br />o Q o <br />A <br />1 <br />N•C�H D C <br />r <br />U � <br />•o <br />LL <br />F <br />A0 <br />FL <br />Wa�U. ?5 <br />P• F1.°g. <br />13F E S S��,• <br />� <br />To the best of the Engineer's ui anon, 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 />1! <br />O <br />N <br />Z <br />0 4) N <br />CD <br />1> V) M O <br />M <br />a tn•L�' <br />�� <br />fl. ^ <br />H2zce <br />Vfl.'"' <br />0000 <br />Q C <br />Z <br />W <br />J <br />�a <br />sF; <br />Z <br />485, <br />LU <br />w <br />LU <br />Z <br />0 <br />8��� <br />N <br />Q <br />z <br />LL <br />7d <br />T <br />O <br />U <br />= <br />0 <br />z <br />0 <br />Lu <br />81. <br />f <br />0 <br />N <br />L <br />U X <br />*k <br />o <br />a <br />z <br />InLu3 <br />z <br />w <br />J <br />� <br />Ln <br />W <br />Z <br />IJJ <br />� <br />z <br />z <br />O <br />co <br />0o <br />z <br />g <br />t <br />= <br />r-I <br />0- <br />(n <br />a <br />SCALE : AS NOTED <br />DATE : 1 /31 /2018 <br />TECH: ERAND <br />VERSION NO' 10 <br />SHEET NO. <br />6.0 <br />1 <br />1 <br />