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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 />55-10" V-7" 7'-7" UPPER 1/3 OF SLAB THICKNESS WHERE <br />3" OR FIBERMESH SHOWN ON <br />1'-6" 5' 7$' 6'-4$" 6'-0" 6'-O" 6'-0" 6'-0" 6'-0" 5'-2s' 7'-15' 1'-4" REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY 3'-0" w z <br />U.N.O. —`_ _� N n <br />A <br />S3 H.B. <br />o0 <br />-----------f— <br />--- <br />-: <br />° -- <br />° ---------r: <br />— -- <br />BUILDER TO <br />�— <br />-------� <br />- <br />(2) #5 REBAR <br />4'-0" <br />12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL <br />O <br />; ; <br />:: <br />I ; : <br />PROTECTION <br />0' 0" I <br />I <br />WHEN REQUIRED <br />I <br />■ <br />I <br />:' <br />PER FBC <br />35 <br />3-1/2" MIN 3000 PSI CONC. <br />iv <br />N <br />I SLAB FOR HERNANDO -h <br />_I <br />I <br />I ; <br />K <br />J <br />;r, <br />COUNTY ONLY " <br />I <br />S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN <br />2 -7a" 4'-9" <br />4'-10" <br />VAPOR BARRIER <br />EDGE OF SLAB 2" <br />r <br />A.■ <br />I _Cj::-GJ <br />I • <br />(; <br />BEYOND WALL <br />CJ <br />I <br />C <br />t_T_ <br />r? <br />5'-3" V-10" 3'-6" <br />: : <br />.' <br />0) <br />(2) #5 REBAR <br />VERTICALS w/ In <br />pomiCo <br />I <br />I <br />r <br />:: <br />OPT. D _3 1/2 <br />c� <br />FILLED CELL <br />2'-6"x2'-6"X1'-0" FTG G <br />: <br />o <br />SLOPE <br />W/ (3) #5 E.W. S3 <br />�._ _._ .� �T <br />3'-5" <br />7'-1" <br />I <br />F_ <br />2'-6" x Z-6" x 1'-0" <br />(2) #5 REBAR <br />I <br />�? <br />AHU <br />I <br />I <br />VERTICALS w/ in <br />W/ (3) #5'S E.W.17 <br />TYP @ 1 STORY <br />U.N.O. <br />N <br />CC <br />S3 <br />FILLED CELL <br />I <br />- <br />r <br />S3 <br />, •/ <br />CJ/•%/... <br />— — — — -�- <br />— — <br />.. <br />......... I. <br />......... <br />�d <br />o <br />o0 <br />25'-1 D128" <br />...... <br />/ ! / <br />9'-5128 <br />■ <br />Av <br />j / <br />2'-6"x2'-6"X1'-0" FTG <br />5'-3" <br />/ <br />/ <br />W/ (3) #5 E.W. <br />I 4' I <br />L <br />r <br />(2) #5 REBAR <br />INDICATES FILLED CELL w! 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />/ / / <br />/ <br />/ <br />/ / <br />PROVIDE Y2" x 9" LO <br />RECESS FOR FRT. POOR <br />SLOPE <br />� I <br />S3 <br />� <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />/ / <br />/ / <br />HVAC CHASE <br />TOP OF CONC./ PAVER <br />T BE 4° <br />4'-0" <br />4'-4" 4'-6" <br />FILLED CELL <br />TYP @ ALL PLACES SHOWN <br />/ % / <br />/ <br />BASED ON <br />0'-0" <br />BELOW FIN, FLR, <br />■ <br />■ <br />■ <br />■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I / i <br />LOCATION I • '' ...... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />/ i / <br />:::::::::::::::::.. <br />::: <br />.:::::::.. <br />STEEL" <br />/i/ <br />-----,-----� <br />16'-10" <br />12'-10" <br />o <br />4'-0" <br />STEPS AS <br />/ / <br />Y2 <br />I <br />10'-10PR-' <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO / i <br />MASON'S SLOPE FOR / <br />KITCHEN ISLAND <br />LOW WALLS OPT. <br />; <br />4 <br />I <br />CONDITIONS <br />WIDTH / i <br />/ CJ -- <br />-� CJ REF. <br />ICJ- <br />C� <br />CJ-! <br />■ <br />■ <br />/� <br />- <br />- �_— <br />- <br />- <br />- <br />- <br />- — <br />_ - <br />- - <br />- - <br />— �—�= — - —I— ---- <br />—fE=-- <br />- <br />----- <br />- --_ ---=-- <br />�— __ <br />- -�—_ <br />CHASE TO ISLAND <br />° 1 I <br />I <br />TYP 1 <br />@ <br />STORY U.N.O. <br />IF—----=- <br />D.W. <br />a_ <br />I <br />b— <br />, <br />1 J <br />... { <br />O <br />I <br />L <br />L.-----�I <br />j <br />I : ; <br />j <br />M <br />S3 10 <br />d <br />LO <br />LO <br />/i/ <br />I i / <br />_ _aI <br />SINK / DISP31/21, <br />1 <br />/ <br />16'-0" <br />2, 94„ <br />6'-10" <br />(C <br />01 <br />■ <br />/ <br />{It <br />in <br />Cl)0� <br />-----------I---- <br />--- —i----------- <br />i .---------i-- <br />—---------------j <br />■ <br />.......... <br />■ ■ ■ <br />■ <br />...... <br />■ ■ <br />, ■ <br />■ <br />■ • <br />■ <br />■ <br />■ <br />■ <br />■ <br />H.B+ <br />1 <br />5'-0" <br />5'-0" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />3'-10" L 6'-0" <br />R <br />-101, �_ 2'-1 �„ 5'-1164" <br />5'-0" <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4"=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <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 />;4, p l <br />...„ V <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 <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />� <br />W E to00 <br />oo v � rO <br />s <br />y 4 0 <br />0, N J ik ' <br />.0 <br />YI <br />u- J d <br />Vi r '_0LL <br />QajMM <br />W W <br />m�ii a a <br />Z <br />J Z 0 <br />me0,11 0 <br />0: <br />@�co � m m m <br />Z <br />ILa <br />co N Z o U) <br />Cl) U 0 <br />z <br />N ¢ <br />00El El <br />� N O <br />z o <br />z o <br />Q <br />J — <br />n- ifJ <br />N <br />N <br />o <br />z <br />cD o <br />Q) <br />,yam <br />'JL� • <br />4-1 <br />a <br />w R <br />0 <br />V) <br />�N <br />,,,) g <br />wa <br />U <br />w <br />�_ J pE <br />� 8 <br />o 1....,• <br />xl✓ <br />U o <br />c U) Y <br />N O <br />®0 <br />o <br />M <br />w <br />C13 <br />z <br />o <br />z <br />E <br />w� <br />oo <br />� <br />zo <br /><� <br />Q <br />E o <br />q= <br />O <br />z® <br />M 03 <br />_ClO <br />O E <br />X <br />a <br />00 <br />W Z <br />O ([j <br />i <br />Q i <br />¢a° <br />W <br />4? <br />n3 <br />U) C <br />9� <br />� <br />o <br />m i <br />oLL <br />'< <br />Cn J <br />< <br />Z8 <br />Nw <br />N <br />Q <br />>•. <br />o1 <br />z <br />3 <br />NW <br />O <br />< <br />>° <br />CjD <br />z¢ <br />a <br />O° 3 <br />M <br />= <br />'� <br />L <br />.— <br />o <br />) <br />O <br />O <br />C <br />O <br />O <br />L <br />V <br />^, O <br />0 <br />{. <br />C° W <br />r*,- <br />E N <br />�' <br />T <br />M p <br />M <br />7- <br />N <br />r <br />TO <br />r(0- rn <br />r <br />m <br />M <br />o <br />Ca <br />r <br />v; <br />z <br />Z <br />E O <br />d <br />E <br />U 0 <br />¢ <br />JOB <br />NO: <br />20-6227 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />