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C <br />c <br />a <br />i <br />3 <br />H <br />Q <br />O <br />K <br />CD <br />in <br />L <br />0 <br />l <br />r7 <br />v <br />c <br />i <br />00 <br />'o <br />c <br />0 <br />0 <br />0 <br />W <br />T7 <br />0 <br />0 <br />rn <br />5i <br />0 <br />CL <br />0 <br />0 <br />■ <br />Z <br />G <br />5'-4" 1�-91„ 3-2'g" 5'-0" 5'-0" 5' 10" 3'-10" 6'-0" 6'-0" 3'-10" 2'-106 " 5'-1163, 5'-0" 5' 4" <br />3-0" <br />01 <br />H.B. U NPO° 1 STORY S3 <br />■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ <br />■ <br />■ <br />■ <br />■ <br />--------------� <br />-----------�---- ---: -�- :--------- ---------I-- <br />1 <br />— — <br />\ 16-0" 2'"9d 6'-1011.'{II <br />\ <br />0'-0" I ■ <br />-3 1/2" <br />\ <br />{ <br />I \ <br />ii <br />o <br />Co <br />- <br />°° <br />[n <br />I <br />L <br />\ <br />\\ SINK / DISP <br />I \\ I I D.W. I„ : T <br />{- <br />coF-— <br />.. If I coS3 <br />A - <br />b <br />S3 <br />O C <br />v <br />L — — <br />I \� \ I L=_= 1 -- _ --- CHASE D___ <br />\� \ I IF- --= L- <br />PROVIDE 1 %" RECESS \ \ cj-- L — — — — — _ _ _ _ — — — J OPT, - �- �J C t ; <br />I \� REF. <br />o { <br />I I I <br />CJ -�I II ■ <br />TYP@ 1 <br />STORY U.N.O. <br />T <br />STEPS AS <br />REQUIRED <br />FOR SGD. REFER TO \ .......:'.'.'.'.'.'.'.'.'.'.'.'.'.'.. . .'.'. <br />::.':: 10'-104" <br />PER FIELD <br />I MASON'S SLOPE FOR \ KITCHEN ISLAND <br />CONDITIONS <br />WIDTH \I� \ LOW WALLS I .::: •: <br />:: <br />o <br />4'-0" <br />I \� \ 16'-10" <br />12'-10" <br />J <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT.' BEAM \ \ <br />\ \ <br />— — — — — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB \ :::::::::::::::::: :::......... ' ::::::::::: <br />:........� <br />■ <br />TYP @ ALL PLACES SHOWN \ \ I <br />TOP OF CONC./ PAVER T BE 4" <br />' ■ <br />(2) #5 REBAR <br />0'-0" <br />HOOKED FTG. DOWELS 5" EMBED \� \ BELOW FIN, FLR.01 <br />I <br />4'-0" <br />4'-4" <br />4'-6" <br />.01 <br />VERTICALS w/ in <br />\ \ HVAC CHASE <br />W/ 25' EXT. ABOVE SLAB GRADE 40 \ \ <br />STEEL" \ �� BASED ON <br />%2" <br />SLOPE7 I <br />FILLED CELL <br />I PROVIDE x 9" <br />\ LOCATION RECESS FOR FRT. POOR ih <br />L <br />\ \ 2'-6"x2'-6"X1'-0" FTG LID <br />I 4„ <br />53 <br />o <br />— <br />25'-10128 \ 9'-5� 1" W/ (3) #5 E.W. <br />6-0" <br />= <br />\ <br />I CJ CJrA <br />T: ' \ I CC <br />(2) #5 REBAR <br />°P <br />TYP @ 1 STORY QS3 <br />S3 <br />I <br />U.N.O. <br />A, IVERTICALS <br />S3 <br />/ in <br />I I Sri I AHU I <br />FILLED CELL <br />N r <br />-' <br />2'-6"x2'-6"X1'-0" FTG 3'-5" <br />T-1" <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />(2) #5 REBAR <br />VERTICALS w/ in <br />W/ (3) #5 E.W. G -3 1/2" <br />S3 <br />I o I <br />SLOPE <br />M <br />FILLED CELL <br />.......... . �-_ <br />i <br />5'-3" 1'-10" 3'-6" 0 I 2tio0 r <br />o <br />■ I — CJ :: CJ CJ <br />I <br />3-1/2" MIN 3000 PSI CONC. ' 2'-7a" 7'-10" 1'-I': EDGE OF SLAB 2" <br />I SLAB FOR HERNANDO10 BEYOND WALL <br />COUNTY ONLY <br />N <br />3-1/2" MIN 2500 PSI CONC r K o <br />�� <br />S3 <br />SLAB OVER 6 MIL VISQUEEN !? S3 <br />I <br />M <br />VAPOR BARRIER <br />35'4' 20'-6" <br />BUILDER TO <br />■' <br />( 0'-0" <br />' <br />PROVIDE <br />(2) #5 REBAR I <br />I <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />4'-0" <br />12'-1" ' <br />O <br />PROTECTION <br />FILLED CELL I <br />:: <br />co <br />I <br />VV•H• <br />WHEN REQUIRED <br />� <br />�---------- <br />PER FBC <br />--- <br />-- <br />-----------�-• <br />— — <br />-- <br />— <br />------J <br />- <br />W <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ ■ <br />■ <br />■ <br />■ ■ <br />M <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />in <br />.o <br />5' <br />7'-10" <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: %4"=V-0" <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 />UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />REINF. SEE PLAN. FOUNDATION PLAN <br />w z <br />w <br />P U a - <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />: �•' <br />,_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />' '• ' <br />HORIZ. REBAR, TYP. <br />• •. <br />U.N.O. <br />., ., <br />' • <br />**Alternate: <br />The reinf. bars shall be <br />;r,;,'�r,;,'��;,;;� f,;, �Y,;, �• <br />cont. around corner by cold <br />r <br />bending the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />4 <br />-` c�.L) W <br />% <br />:��cS�a44��eC <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 />F <br />a <br />00 <br />owo E <o op <br />V B N N# <br />0 <br />a) n C7 :it 00 LL <br />'_ <br />I <br />ay <br />G(� N J* W <br />rnti< a u a <br />Q <br />ejMM W (4 <br />n ul <br />°' <br />zo <br />wEo MmO <br />ca N m <br />W <br />O g Q <br />�CNZ of a <br />LL <br />co N O of L)N co Z < 0 <br />Q J <br />00 <br />(D <br />V M <br />Z N o <br />O O <br />z <br />O d <br />G[ — <br />a <br />r <br />M <br />O <br />W a <br />O <br />N <br />�V) <br />w o <br />� <br />Go <br />4M <br />c <br />c v <br />Q <br />®® <br />N <br />i� <br />ti <br />o <br />m <br />w <br />co <br />co <br />¢ <br />03 <br />z <br />g <br />{A_ <br />E <br />Q <br />O <br />Z <br />wo <br />Z o <br />z® <br />C6 <br />< o <br />U <br />F C <br />X U <br />¢o <br />O <br />U <br />O <br />N @ <br />ww <br />in <br />SY <br />V <br />y <br />m 0 <br />O� <br />Z <br />) J <br />m <br />a <br />G W <br />z <br />o� <br />Z <br />go <br />CL <br />� <br />Q i <br />a <br />� <br />o <br />W <br />w¢ <br />-U' F <br />>° <br />IIIIIIIIIIIIII� <br />CC)I <br />a <br />�N <br />0 <br />= <br />> d' <br />^L1 <br />W <br />ca <br />O <br />■ <br />� <br />>_ <br />r <br />CcYi <br />❑ <br />O <br />' ^ <br />�./ <br />70 <br />C: <br />d. <br />r <br />O <br />rnr <br />J <br />I <br />N N <br />r <br />CV M <br />o <br />:3Z T <br />E Q <br />N <br />c <br />z <br />m <br />a <br />Ecu <br />U <br />Q p <br />-j <br />JOB <br />NO : <br />20-6223 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />