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CM <br />Cn <br />98 <br />CV <br />iY <br />v <br />O <br />O <br />J <br />N <br />i <br />00 <br />cV <br />a� <br />15. <br />S <br />0 <br />0 <br />i <br />N <br />L <br />a <br />3 <br />a <br />O <br />0 <br />0 <br />d <br />E <br />r <br />O <br />c <br />a <br />i <br />N <br />rL <br />FO <br />U <br />O <br />0 <br />vl <br />y <br />Z <br />d <br />'o <br />a <br />U <br />Cl- <br />0 <br />J <br />N <br />r7 <br />N <br />O <br />0 <br />N <br />0 <br />a <br />0 <br />N <br />O <br />N <br />N <br />0 <br />0 <br />w <br />0 <br />m <br />3 <br />0 <br />1-STORY 2-STORY <br />27-0" E FOOTING FOOTING <br />G <br />4'-11" 2'-22 2'-52" 4'-6" 4'-8" 3'-10" 1. 4'-5" 4'-8" <br />TTYP@1 2'-6" x 2'-6" x 1'-0" <br />STORY W/ (3) #5's E.W. <br />H.B.t <br />29'-0" <br />6-0" 6=01, <br />__ <br />J TYP @2 <br />S6 STORY <br />6'-4" <br />■ • • • • • • • • • • • • • • • • • • •• r • • • • • • • • • <br />■ ■ N <br />w ■ • • • • • • • <br />• • • r • • • • <br />• • • • • • • • • • • • • •• <br />•• • • • • • • • • • <br />• • •• • • • • • • • • • • • • • • • • . • • • • • • • • <br />• • • • • • • ■ <br />in <br />00 <br />: ( HVAC CHASE <br />1'— <br />—' : <br />r <br />;t <br />BASED ON <br />LOCATION <br />~ <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR <br />o <br />I <br />HERNANDO COUNTY ONLY <br />- <br />c%> <br />co <br />HVAC CHASE <br />3-1/2" MIN 2500 PSI CONC SLAB OVER 6 <br />—_ <br />M <br />iv <br />BASED ON <br />MIL VISQUEEN VAPOR BARRIER <br />F� <br />I <br />0'-0" <br />s I LOCATION <br />■ • <br />II <br />(0 11 <br />Il <br />D.W. II <br />r <br />CV II <br />II <br />......... <br />r <br />4'-0" <br />— — <br />CJ <br />— — — — <br />III <br />CJ I 1 o` <br />— <br />_ CJ <br />— <br />— — — — <br />CJ <br />— <br />STEPS AS <br />REQUIRED PER <br />I <br />I <br />I I <br />IY <br />I z <br />�' — '_ — <br />_ AHU <br />= ' STUB UP TO <br />FIELD <br />CONDITIONS <br />( I <br />• PROVIDE 1 �" RECESSKITCHEN <br />SGD. REFER TO <br />I I III <br />LFOR <br />I rn <br />I — <br />_—_' <br />CHASE TO _' — <br />ISLAND ' <br />- ; <br />— <br />' ' <br />; • 2ND FLOOR _ J <br />FOR A/C 1T2 <br />' ' ' ' ' ' ' <br />%■ <br />MASON'S SLOPE FOR <br />0'-0��ISLAND <br />LOW <br />I WALLS <br />102'-42' <br />2'-34" <br />TOP OF CONC.I PAVER TO BE 4"WIDTH <br />BELOW FIN.FLRg_g3 <br />■ SL <br />3'-4" <br />L <br />I <br />� <br />I <br />I <br />� <br />PE <br />S3 <br />L, <br />L <br />2T-24'1. <br />T-74' <br />19'-22 I <br />S0" 2'-0' <br />N <br />iv <br />00 <br />S3 <br />I <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5's E.W. <br />_ <br />PROVIDE Y2' x 9" ( <br />I <br />2'-6" x 2'-6" x 1'-0'^ <br />W/ (3) #5's E.W. <br />— — <br />RECESS FOR FRT. DOOR J <br />(TYP. OF 2) <br />. �.. — — — <br />■ — — <br />• CJ <br />— CJ <br />— <br />— — <br />— — — <br />— — — — — — — — <br />— <br />■ <br />TCC <br />GS3 <br />(2) #5 REBAR <br />`�' <br />G <br />VERTICALS w/ inS3 <br />I <br />I <br />:: : <br />I <br />I <br />I . <br />2 STORY <br />FILLED CELL <br />• <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONIC. GROUT FROM FT. TO BEAM W/ <br />' • • • • • • ; <br />j { <br />I <br />' <br />00 <br />(1) #5 REBAR VERT ABOVE SLAB TYP <br />t j <br />OOPT. <br />@ ALL PLACES SHOWN HOOKED FTG. I <br />{ <br />I VV <br />ti <br />A <br />DOWELS 5" EMBED W/ 25" EXT. <br />I <br />"GRADE <br />t 1 <br />0o <br />in <br />S3 <br />ABOVE SLAB 40 STEEL" <br />N f l N : <br />O <br />_ <br />I <br />&-3 1/2" <br />SLOPE <br />TYP @1 <br />STORY <br />I I <br />tl �• <br />�I <br />I OPT. D — <br />I <br />— <br />— <br />N <br />_ _ <br />- - - <br />1 I CJ <br />- <br />a 0 <br />- - <br />I CJ 0 <br />- <br />N <br />- - - - <br />FCJ <br />- <br />I 15'-64 , <br />4'-5a •:. <br />5, ,• <br />83 <br />I <br />c2 <br />:: �� <br />°° <br />S3 <br />I <br />I <br />I <br />:I <br />o00 <br />I <br />I : <br />2 STORY <br />2V-22 <br />15'-74' <br />6,_3Z„ <br />I <br />0'-0" 1 <br />::::::: <br />(: <br />#5 REBAR <br />o <br />ih <br />I <br />1 <br />t <br />1 <br />� • <br />{ <br />1 <br />O <br />I • ; <br />O <br />WH• <br />(2) <br />VERTICALS w/ in <br />FILLED CELL <br />( <br />— — — <br />— <br />— — <br />— — <br />— — — <br />p.......................... <br />.......N <br />..............CAI. <br />....• <br />■ <br />■ ■ <br />■ <br />■ ■ ■ ■ <br />■ <br />■ <br />A TYP @ 1 <br />S3 STORY 2'-6" x 2'-6" x V-0" <br />W/ (3) #5's E.W. <br />V-8" 5, „ 6, „ 6_0„ 6_0•, 1,4' 4,_8„ <br />. 1-STORY 2 -STORY. <br />J TYP @ 2 <br />S6 STORY <br />6'-0" 6-0" <br />H <br />H.B. <br />6'-4" <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 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 />UJ z <br />---•--� < u.J J <br />U) <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />I Uffilliv <br />#5 CONTINUOUS <br />,�: ' <br />; : _•" <br />'�_ <br />REINF. SEE FND. FOR <br />;,; <br />QUANTITY <br />#5 X 25" X 25" CORNER <br />'�;,,; • '� , ' '� v ' <br />; ; ;' <br />BAR ONE FOR EA. <br />' <br />HORIZ. REBAR, TYP. <br />U.N.O. <br />.. •, <br />"Alternate: <br />The reinf. bars shall be <br />�v;�� <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 />.gigetlldBittd��t� <br />t���F <br />l Feel <br />y <br />_. `....e ._ <br />... <br />S E. <br />+•ew `V <br />G� <br />,5 <br />a�. <br />`e�`�•�Yff OQ:�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 />W <br />1- <br />N W 00 <br />.0p 00>.N <br />lm <br />qj <br />O 0Om N_jO N M LLr-MN <br />i <br />m <br />iof <br />rCO <br />J W <br />7 NuLLa. d <br />LL <br />a <br />U C-uj W U <br />> mLL d a Y <br />a <br />a°i 0� <br />y/ <br />ii <br />m J <br />om o <br />WEarn <br />_,oCL2 <br />z <br />N Q m z Q O_ <br />U H <br />z <br />° ° 000❑ <br />W <br />z N O <br />� O <br />z <br />z <br />a <br />� N <br />M <br />V <br />a <br />� <br />� <br />-J <br />V <br />C.,? <br />w O <br />a <br />o <br />0 <br />N <br />L., <br />c o <br />U m <br />w� <br />f N E <br />= o 9 <br />U o y <br />• <br />sm <br />o <br />o <br />J <br />w <br />M <br />Ch <br />z Z <br />21 <br />z <br />z <br />Q <br />LL <br />E <br />E <br />z0 <br />0 <br />z <br />>N <br /><N <br />zo <br />0CU <br />o i_ <br />XO <br />aQ <br />0V <br />V <br />-z <br />N <br />wo <br />o <br />wZ <br />rr `y <br />a: <br />C <br />< z <br />= y <br />10 <br />O <br />>Z <br />N J <br />�� <br />z <br />OEM!� <br />N <br />$< <br />LL <br />5� <br />a <br />m w <br />U <br />it <br />< �O <br />k <br />�— <br />� <br />�0 <br />o <br />v <br />w <br />z< <br />a <br />°3 <br />0 <br />�O <br />.N <br />= <br />� M <br />J <br />ai <br />W <br />m <br />c9 <br />'> <br />LO <br />r <br />,.� <br />> <br />0 <br />Q <br />U <br />C <br />°L <br />(0 <br />A� m <br />= <br />� <br />V, <br />O <br />0 <br />00 <br />._ <br />J No <br />Lo <br />N <br />= <br />t- <br />� <br />m <br />T <br />co ` <br />(V <br />O <br />z <br />z <br />O <br />y <br />c <br />a <br />U _j <br />Q 0 <br />JOB <br />NO: <br />20-1124 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />-f <br />