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3 <br />J <br />m <br />L <br />N <br />x <br />C'4 <br />CD <br />N <br />i <br />N <br />m <br />a <br />-a <br />0 <br />0 <br />J <br />i <br />O <br />i <br />c <br />v <br />i <br />c <br />3 <br />H <br />a <br />N <br />O <br />0 <br />a <br />E <br />0 <br />v <br />c <br />N <br />a`3 <br />E2 <br />U <br />v <br />0 <br />v <br />zz <br />'o <br />c <br />0 <br />J <br />N <br />N <br />0 <br />0 <br />a <br />N <br />N <br />00 <br />N <br />0 <br />0 <br />O <br />Z <br />O <br />f� <br />m <br />V) <br />E <br />c <br />a <br />T-58 ,- 2_68„ L 6'-0„ <br />I In <br />M <br />54'-0" <br />T-10" L. 4'. <br />T <br />H B TYP @ 1 STORY <br />} I U.N.O. <br />■ ■ ■ ■ <br />■ ■ <br />/ 1 <br />` ■ ■ <br />■ ■� <br />■ ■ <br />I <br />17-27" <br />B <br />„ <br />2'-9 2 -8" <br />-11s,d1 �I <br />s C9 <br />I <br />N <br />LO <br />II �I: • <br />I <br />� r <br />/ h <br />o <br />L _4 I <br />I <br />^L <br />0,-0„ <br />I '■ <br />� <br />II IL <br />tl} <br />f <br />o <br />Cn <br />I <br />I <br />` <br />HVAC CHASE <br />I 124T <br />II II <br />I I <br />t <br />N <br />I <br />i� <br />BASED ON <br />LOCATION <br />III <br />10'-1 o-" <br />_ <br />O <br />- - <br />- CJ <br />— CJ chi <br />CJ <br />— CJ <br />- <br />I <br />M <br />2'-6"x2-6"x1'-0" <br />W/ (3) #5'S E.W. 17-5$' <br />1 <br />36-6$' 1 <br />TYP @ 1 <br />■ : <br />:: <br />:: :::: <br />::::::. <br />STORY U.N.O. <br />— — <br />00 <br />TS3 <br />I <br />3-1/2" MIN 3000 PSI CONC. SLAB FO <br />TOP OF CONC./ PAVERJDOORI <br />■ : I <br />HERNANDO COUNTY ONLY <br />BELOW FIN. FLR. <br />'- <br />T-1g" 4'-8" <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />2-6"x2-6"x1'-0 <br />PROVIDE %z' x 9"cv <br />L <br />n? <br />MIL VISQUEEN VAPOR <br />BARRIER <br />I <br />W/ (3) #5'S E.W. <br />RECESS FOR FRT`t <br />S3 <br />v <br />it <br />-3 1/2"16'-1188' <br />64" <br />-3 <br />1/2" SLOPE <br />ob <br />— — — <br />— — <br />■ <br />_ <br />q <br />io <br />L <br />—CiJ <br />—_ _ — _ <br />- <br />� <br />■ <br />II D.W. III • .%�—.� <br />— <br />�--- <br />I III III <br />�I I ----N I :. <br />■ I C° I III rr — <br />i <br />��W.H.i <br />K <br />CC <br />S3 <br />I <br />CC <br />S3 I <br />co <br />S3 <br />STEPS ASREQUIRED <br />I <br />PROVIDE 1 Y2" RECESS <br />`� <br />�,la <br />I II IIh <br />L JIIIQ <br />o <br />T <br />w <br />PER FIELD <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />I II __ <br />I II II a <br />I I r 1 IY <br />7'-41i <br />2 <br />7'-1 �„ <br />2 <br />I <br />5'-8" <br />-0" <br />r <br />x <br />CONDITIONS <br />WIDTH I I II II? <br />CD LO <br />4'-0„ <br />25'-6" <br />LL� _JJh <br />20'-6' <br />6-8" <br />1'-4" <br />N <br />EDGE OF SLAB 2" <br />BEYOND WALL <br />I <br />(2) #5 VERTICAL <br />BARS <br />N <br />KITCHEN ISLAND <br />I I <br />K <br />BUILDER TO PROVIDE I <br />J <br />I <br />LOW WALLS <br />S3 <br />APPLIANCE PROTECTION <br />S3 <br />I I CHASE TO <br />I : ; <br />WHEN REQUIRED PER FBC <br />■.. I <br />INDICATES FILLED CELL 3000 PSI <br />- <br />I <br />IISLAND <br />- <br />� <br />- - <br />- <br />o <br />`T <br />- <br />I <br />w/ <br />-I CJ <br />I I <br />tCJ <br />I <br />in <br />ir) <br />A <br />CONC. GROUT FROM FT. TO BEAM <br />; : I I <br />e0 <br />r <br />r <br />S3 <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />N <br />TYP @ ALL PLACES SHOWN <br />zo <br />I <br />ro <br />TYP @ 1 STORY <br />U.N.O. <br />( <br />HOOKED FTG. DOWELS 5" EMBED <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />'- <br />I <br />I I _ <br />---- --_ <br />. - <br />&_3 1/2" <br />SLOPE., <br />STEEL" <br />I CST. WWI I <br />.: <br />OPT. D <br />(• <br />f <br />■ I <br />0'-0'& <br />I I I I <br />1 o J <br />I <br />0 ' 20'-1 <br />L----1 <br />4'-716" <br />I <br />VERTICAL <br />BARS <br />CV10 <br />I <br />L---------- <br />-4-.... <br />-^ <br />-------� <br />--- <br />----- — I— <br />— ---� <br />O <br />A <br />S3 TYP @ 1 STORY <br />U.N.O. <br />T-8" T-558„ 2'-64„ 6,-0„ 6'-0„ <br />I <br />H.B.+ <br />2'-6" x 2'-6" x 1'-0" i <br />W/ (3) #5'S E.W. <br />6-0" 6'-0" 5_28„ T-1 g„ <br />T-O" <br />I <br />FOUNDATION PLAN MONO - ELEV-B1 <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 rl /8SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />LU <br />A : <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />♦,� <br />♦rv♦. <br />s' <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 />• <br />•�• <br />U.N.Q. <br />- •, •, •, <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 />`p. <br />5=° <br />r ° G <br />N .� <br />�O� <br />,�.q <br />�• <br />����P�a'' o� <br />�pp"'Fxxt�R' <br />q' <br />`ee <br />pp <br />9944 ppn..S5D <br />F1p/�8§45�5�tl <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 <br />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 />Q <br />�IT <br />00 <br />N opt # <br />N# <br />0 0� m c0 <br />MCJ N 4t W LL W <br />O <br />0 <br />p J Iyj W <br />��W u-! ao <br />M <br />a <br />04 <br />�? Ncco � W vi j <br />as w-Y <br />a <br />>Lu <br />CW <br />a�� 0=° <br />C.,W <br />'cao� ° mg ¢� <br />ILW <br />O <br />E°'' �o °-� <br />NQMz¢ <br />C¢.) <br />� <br />W <br />v ❑❑❑❑ <br />� <br />z g <br />� <br />z <br />E3 <br />Z v <br />c <br />VJ <br />� <br />� <br />- <br />w o <br />0 <br />q <br />V) �c <br />� <br />wQ) �- <br />o <br />N <br />o <br />� <br />� <br />U CO <br />w � <br />= 0 8 <br />I <br />a <br />U <br />a <br />¢ o <br />o <br />co <br />w <br />m=` <br />0 <br />z <br />z <br />� <br />O-E <br />O <br />W <br />UjO <br />} N <br />ZN <br />cu @o00 <br />l- <br />o E <br />N <br />i < <br />�¢o <br />0 <br />Oa <br />a <br />L <br />Q O <br />m <br />v <br />o <br />'° <br />0 <br />Z� <br />}w <br />z <br />nz <br />0)- <br />a° <br />o� <br />o <br />ci <br />o§ <br />a <br />�z <br />U <br />W <br />0 <br />ao <br />a� <br />o <br />JZ <br />aF <br />2F <br />.o <br />IIII1111111� <br />e <br />zI¢ <br />a <br />3 <br />°M <br />= <br />> M <br />W <br />cc <br />t7 <br />> <br />. — <br />c <br />Nco <br />^ <br />_j <br />v <br />O <br />Q <br />CL <br />C <br />-a <br />(.0m <br />r�l <br />T <br />N <br />0 <br />L{) <br />T <br />oo <br />�O <br />LO <br />N <br />r <br />w <br />M <br />o <br />E <br />c° <br />E <br />Z <br />Z <br />E O <br />w <br />N <br />m <br />C <br />ii <br />E <br />0 _j <br />Q o <br />JOB <br />NO: <br />20-1123 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />