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k� <br />38'-0" <br />6'-4" <br />H.B.t <br />6'-0" <br />TYP @2 J <br />STORY S6 <br />!gin <br />2'-1 <br />5'-0" <br />�.................N..... ......... !1111! . .......... 0 ........... !l!......... 0 .............. z .....N....0 <br />S3 <br />5,4" 16-3" <br />HVAC CHASE r <br />—I--_ BASED ON I I I 0'-01, <br />J <br />LOCATION <br />INDICATES FILLED CELL w/ 3000 <br />I <br />PSI CONC. GROUT FROM FT. TO <br />0? <br />BEAM W/ (1) #5 REBAR VERT <br />ABOVE SLAB TYP @ ALL PLACES <br />\ \ <br />r r SHOWN HOOKED FTG. DOWELS 5" <br />• I 19 0'� \ \ I I 5 his 1 I I <br />EMBED W/ 25" EXT. ABOVE SLAB <br />r-1! t "GRADE 40 STEEL" <br />TYP @ 2 STORY <br />oJj <br />N <br />in <br />— I— — — <br />CJ ,CJ ; _� _� I�,t CJ <br />I \ \ <br />2 -6„ x 2'-6" x 1'-0" <br />") G _:: ' I <br />S3 <br />W/ (3) #5'S E.W. <br />b <br />I STUB UP TO .. <br />I I I I <br />9, <br />iv <br />( I 1, 0,; : 13'-74" ; <br />2ND FLOG <br />FOR A/C <br />— — <br />(2) #5'S <br />TOP OF CONC./ PAVER TO BE 4" <br />0'-0" <br />L <br />S3 0 <br />• BELOW FIN. FLR. <br />2'-6" x 2'-6" x 1'-0" <br />I I PROVIDE Yz" x 9" <br />SLOPE <br />' <br />M <br />TYP @ 2 STORY 4)] <br />RECESS FOR FRT. DOOR <br />r — — — — — — — — — — — — — — — — J : ■ <br />-3 1/2' <br />W/ (3) #5'S E.W. <br />■ I -�—CJ I FF <br />F-17,-------I-------7in7;1 <br />o <br />_ <br />5 REBAR <br />BUILDER TO PROVIDE CC (VERTICALS w/ <br />3-1/2" MIN 3000 PSI CONC. APPLIANCE PROTECTION S3 FILLED <br />CV <br />2) #5'S3 <br />1/2" <br />` CELL <br />PROVIDE 1 y" SLAB FOR HERNANDO WHEN REQUIRED PER FBC <br />2 STORY <br />o <br />I <br />RECESS FOR COUNTY ONLY <br />I <br />C° <br />in <br />L <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONC <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MIL I I <br />L_ <br />FOR WIDTH VISQ VAPOR <br />ERN <br />I I I <br />I I <br />STEPS AS <br />: <br />I CHASE <br />REQUIRED PER <br />TO <br />C'? <br />10 <br />FIELD <br />CON14TIONS <br />I <br />I KITCHEN ISLAND I ISLAND I �- SLOPE <br />LOW WALLS I— I 3 1/2" <br />I -- ------ <br />rll __—___—� I <br />O <br />IT <br />:I III IL---=-- —_--- I I CJ I <br />io <br />0 <br />CN <br />F1 I oil 1 --4— CJ 4'-11 ° $O'-6" <br />1 <br />L _ _ �, o0 4" <br />_� _? I I <br />�ll� `�' <br />_ <br />Ilr L — — — — -------� I J <br />IIL JIIP S3 <br />�r7 <br />T <br />m <br />II (— - 11 3 ( I <br />u L JII z o'-o" <br />Cn <br />M, I C I <br />CC (2) #5 REBAR <br />r VERTICALS w/ in I <br />S3 <br />FILLED CELL <br />`° <br />� <br />I - ( 2 STORY <br />10 <br />L—-------- --j L----------------J <br />— I <br />CV <br />fV <br />J <br />S6 TYP @ 2 STORY <br />64" 6'-0" 6'-0" 6'-0" <br />5'-4" L 4' <br />H.B.+ <br />FOUNDATION PLAN. <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 />v <br />LU <br />Z <br />< <br />• <br />•• N <br />CONTROL <br />JOINT DETAIL <br />SCALE:1 1/7=1' 0' <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 />> cont. around corner by cold <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DTL. <br />SCALE: 1 1/2"=V-0" <br />� r <br />M <br />o <br />co <br /><C <br />J <br />FZ <br />V) C9 <br />Q) <br />n c <br />w <br />•V — <br />w <br />Ch O <br />~ <br />y0 M <br />V V <br />m N <br />Cl) <br />L1J <br />'= 8 <br />C (0 Cl) <br />O O N <br />_ <br />U 1E <br />tLLm <br />N o0 <br />y <br />Q O) <br />OR Q O <br />BID® <br />p <br />1 <br />90 ao <br />N &iep/ <br />d co <br />tun) <br />LU <br />S N <br />.� <br /><, <br />cm <br />oN�oN4A <br />m o <br />�C <br />¢•N <br />,,•�F <br />" �V <br />!st, <br />To the best of the Enginee �i��ylRFigG. (ipfgQ n, and <br />belief, the structural plans ands i i i ontained <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 />O <br />O <br />Z <br />0 <br />t>—IU-) CY)O <br />M <br />QLr)'(0Ln <br />d cn •� d- <br />< Lj- Lr) <br />1S ^ <br />V 0" 00 <br />a <br />E.. <br />ro <br />Z <br />W <br />J�~ <br />d' <br />jZ <br />0 <br />Lu <br />za <br />of <br />x <br />w Z¢ ax <br />U�Op <br />Q <br />Z 01LU <br />z <br />Wo� <br />Z <br />a U, <br />pF�© <br />O <br />w <br />o <br />Z Z <br />o <br />J <br />a <br />Q U <br />z <br />z <br />�Z <br />� <br />z <br />�f <br />U-) <br />L <br />ZD <br />O <br />F <br />37 <br />Ln <br />LL <br />z <br />0 <br />U <br />%� <br />c// <br />(N <br />O <br />a <br />w <br />z <br />0 <br />o <br />0 b <br />J <br />C <br />G <br />U � m <br />N <br />t `� <br />Z<0< <br />Q <br />O� x o <br />Z <br />Z <br />N <br />N <br />oo��` <br />w CY <br />a <br />w <br />05 <br />LU <br />J <br />Lr) <br />,-.q <br />li <br />Q <br />W <br />� <br />Z <br />< <br />V) 0 Z o <br />nn U <br />S <br />0 <br />Z <br />t7u <br />Ln <br />m <br />Cb <br />< <br />_ <br />Z <br />�Z <br />z <br />O <br />rn <br />,--I <br />a <br />V) <br />SCALE : AS NOTED <br />DATE : 1 /5/2018 <br />TECH: MJAM ES <br />VERSION NO - <br />10 <br />SHEET NO. <br />6.0 <br />