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C <br />i <br />A <br />A <br />H 'Bt TYP @ 1 STORY <br />U.N.O. <br />■ ■ ■ ■r <br />■ ■' <br />[` <br />_■ ■ ■ ■ I il-. <br />■ ■ <br />LO <br />I 17'-2g" <br />-118 <br />in <br />2'_9" 2'-8" it <br />II 1• <br />II � <br />I <br />' <br />• <br />I T <br />` <br />�I: <br />/ ff <br />JI 10�-0■ <br />\ <br />,4 <br />: ■ <br />HVAC CHASE <br />IBASED ON <br />LOCATIONto <br />I <br />Cl) <br />ILI <br />' <br />III <br />10'-10g" I <br />co <br />r <br />o <br />; CJ <br />CJ N <br />CJ — CJ <br />' <br />I 2'-6"x2-6"xi'-0" <br />I <br />co <br />• W/ (3) #VS E.W. 17'-57g" I <br />36-6$" I <br />TYP @ 1 <br />.... <br />■: I .... <br />:. : <br />r0D <br />STORY U.N.O. <br />I — — ; ; p_0■ <br />I.. <br />A <br />J: <br />r <br />00 <br />M <br />G ::: <br />I <br />::::::: <br />:::. , E <br />I <br />...........: <br />� :■ <br />% <br />j <br />S3 I <br />:■ <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />TOP OFCONC./PAVER MBE4" <br />■ . HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />I <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />"" 4'-8" <br />PROVIDE 312" x 9" <br />I <br />MIL VISQUEEN VAPOR BARRIER <br />I <br />/ (32-6"x1'-0°) #5'S E.W. RECESS FOR FRT. DOOR <br />W/ <br />W(3I <br />S3 <br />" <br />-" <br />31 /2 <br />I <br />16'-118 8'-64" <br />I <br />J <br />� -31/2" <br />SLOPE <br />— — — <br />�- — i— — — ■ <br />'4 <br />in <br />L <br />83 <br />I - - I- - _ ..... ..... <br />- - - - <br />.. ..... OWEN <br />— N <br />— — — <br />Q <br />■ <br />I <br />I <br />CJ I III III ' ��"'� <br />I PROVIDE 132" RECESS I I D.W. III I :: I <br />T <br />— — <br />I <br />I ill <br />■ <br />I FOR SGD. REFER TO I _ _ -jN ,W.H.� <br />■ I <br />K <br />CC <br />CC <br />MASON'S SLOPE FOR I I I I I-�Ia <br />S3 <br />I S3 ( <br />2'-6" X 2'-6" x 1'-0" <br />S3 <br />STEPS AS <br />REQUIRED <br />WIDTH I I II p <br />I 11 L Jui 3 <br />r W/ (3) #5'S E.W. <br />PER FIELD <br />= <br />I I IN r ` -1ql,� <br />J <br />, „ <br />7-5 <br />, " <br />7-1 <br />CONDflgNS <br />' <br />I I I u L J�ico <br />I I d- - _ NJ <br />20'-6 <br />7'-0" <br />'9 <br />I INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />I W/ (1) #5 REBAR VERT ABOVE SLAB <br />ill I <br />� <br />I I KITCHEN ISLAND ' <br />BUILDER TO PROVIDE <br />I <br />: TYP @ ALL PLACES SHOWN <br />; <br />K <br />' <br />I I LOW WALLS <br />APPLIANCE PROTECTION 1 J <br />� <br />HOOKED FTG. DOWELS 5" EMBED - <br />I I <br />S3 <br />S3 <br />�' <br />ABOVE SLAB "GRADE 40 <br />I <br />TO <br />i i <br />WHEN REQUIRED PER FBC <br />Q <br />■ : - STEE'L'EXT. <br />- <br />ISH�ASNED <br />- <br />n <br />�• <br />s <br />tC"1 <br />' <br />'' <br />tC I <br />A <br />11 <br />r- <br />= <br />S3 <br />N <br />rn <br />TYP @ 1 STORY <br />U.N.O._= <br />I <br />I I I <br />S 1 /2" <br />I <br />SLOPE I <br />I 0'-0'& <br />I 150PT. �V I OPT. D I <br />-3 <br />I <br />■; I <br />II II <br />I L®J I <br />I <br />20'-11' <br />L----J <br />I <br />in <br />I-----------4-- <br />I <br />■ <br />—--------+- <br />--- <br />r <br />------I— ----j <br />c <br />.. ............ ......... <br />3' <br />2' <br />A TYP @ 1 STORY <br />S3 <br />U.N.O. <br />1 <br />H.B.+ <br />2'-6" x 2'-6" x 1'-9 <br />W/ (3) #5'S E.W. <br />5'-23." 7- <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 <br />UPPER 1/3 OF SLAB <br />OR FIBERMESH <br />REINF. SEE PLAN.- <br />_ .P .. •. <br />r1/8" SAWCUT x 1/4 SLAB <br />THICKNESS WHERE <br />SHOWN ON <br />FOUNDATION PLAN <br />LU <br />uj <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />1RIZ. REBAR, TYP. <br />4.0. <br />temate: <br />reinf. bars shall be <br />t. around corner by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />0 <br />0 <br />0 <br />cD <br />Z � <br />Z <br />UW <br />0 <br />W <br />fa <br />O �$ <br />U <br />¢, <br />• <br />Uz$° <br />N_ N <br />t <br />1,42 <br />m 2 <br />�y`PQyy` <br />¢f <br />Q1ZO F F S 5\C` <br />To the best of the Engkheers knowledge, information and belief, <br />the structurel plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code <br />Residential 6th Edition. Engineer's signature and seal <br />- <br />is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />co <br />M <br />22 <br />0 <br />Z <br />Q <br />E <br />ao <br />Q <br />E V <br />F <br />t1 <br />GU <br />U <br />oa <br />O <br />o <br />Nrc� <br />o <br />z� <br />• rd <br />J3j <br />Z <br />m� <br />mi <br />O <br />�vWi <br />W <br />Z <br />C-) $rtc <br />8 <br />Z <br />_o <br />F <br />II� <br />C <br />� O <br />>M <br />^L' <br />W <br />� <br />>cr <br />r <br />� <br />O <br />O <br />m <br />W <br />� <br />LC) <br />LO <br />r <br />r <br />00 N <br />r <br />ui <br />M <br />r <br />� r <br />CV) <br />iii n <br />o <br />z <br />Z <br />C <br />nM. <br />O <br />E <br />v <br />N <br />« <br />M <br />t0 <br />C <br />JOB <br />NO: <br />19-5898 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />