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E <br />5'-4" 1 <br />3'-0" <br />H.B. <br />A <br />TYP @ 1 STORY S3 <br />U.N.O. <br />no <br />2'-10,,1" . 5-1 <br />5'-4" <br />■ <br />■ ■ ■ ■ <br />■ ■ <br />............... <br />.......... <br />......... <br />1ju <br />■ <br />IN <br />■................ <br />■ <br />�. <br />------------- <br />*- <br />o <br />I <br />o <br />, <br />II <br />o <br />��_ SINK <br />I -- <br />/ DISP _ _ <br />-- I <br />I <br />} i <br />I <br />_ <br />�I <br />�� rr , <br />:: <br />:: <br />:: <br />III M <br />A iv <br />o <br />D.W. <br />I :: <br />7 <br />IL — — —J -- <br />o <br />_----_ I CHASE TO IS qD <br />—== <br />o I <br />I <br />TYP @1 <br />STORY U.N.O. <br />STEPS AS <br />PROVIDE 1 Y2" RECESS CJ L — — — — — — <br />— — — — — — -} CJ OPT' <br />-r eJ <br />CJ : <br />CJ—I-I-Ii <br />■ <br />REQUIRED <br />I FORSGD. REFER TO �� <br />REF, <br />::: <br />'.:'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.: <br />: '.'.'. <br />::.' <br />:: <br />10'-104" I <br />PER FIELD <br />MASON'S SLOPE FOR <br />I <br />KITCHEN ISLAND <br />19 <br />CONDITIONS <br />WIDTH `I� <br />LOW WALLS i • ::: • • <br />: ; <br />o <br />d <br />4'-0" <br />( `� <br />16'-10" <br />•12'-10" <br />; <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM ` ` <br />r <br />— — — — <br />— •— — — — — <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />\`� <br />::::::::::::::::::...::::::::::::: <br />: ::::::::::: <br />::::::: <br />■ <br />... .......... <br />TYP @ ALL PLACES SHOWN <br />TOP OF CONC./ PAVER T BE 4" <br />. .. <br />. ■ <br />■ <br />2 #5 REBAR <br />HOOKED FTG. DOWELS 5" EMBED <br />`� <br />0'-0" <br />4'-0" <br />4'-4" 4'-6" <br />01 <br />VI <br />VERTICALS w/ in <br />W/ 25 EXT. ABOVE SLAB 'GRADE 40 <br />I STEEL" <br />HVAC CHASE <br />BASED ON <br />BELOW FIN. FLR. <br />SLOPE I <br />FILLED CELL <br />PROVIDE Y2' x 9" <br />LOCATION <br />\ I <br />RECESS FOR FRT. POOR <br />I <br />\ <br />4" <br />o <br />2'-6"x2'-6"X1'-O" FTG <br />'n <br />I <br />I <br />S3 <br />25'-10t2s <br />� <br />9-512s <br />W/ (3) #5 E.W. <br />4' 4" <br />......... — <br />---.................... <br />o <br />(2) #5 REBAR <br />°9 <br />TYP @ 1 STORY S3T <br />; <br />I S3 <br />CC <br />I <br />U.N.O. <br />EAH <br />S3 <br />VERTICALS w/ <br />in <br />ih I I <br />FILLED CELL <br />2'-6"x2'-6"X1'-0" FTG <br />_ _ _ <br />r <br />7'-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 />SLOPE <br />MTV <br />W/ (3) #5 E.W. G — -3 1/2" <br />I S3 <br />I <br />OPT. D PT. <br />m <br />FILLED CELL <br />-� <br />r0 <br />.4 <br />_. —-.- _. _ <br />I <br />5'-3" 1'-10" 3,_6„ I <br />° I <br />� <br />I <br />■ <br />— cJ <br />I I <br />'cJ <br />• <br />— cJ <br />9 <br />' <br />It <br />3-1/2" MIN 3000 PSI CONC. <br />2'-�a <br />7'-10" 1'-I': <br />EDGE OF SLAB 2" <br />T <br />SLAB FOR HERNANDO <br />BEYOND WALL <br />COUNTY ONLY <br />I <br />J <br />N <br />3-1/2" MIN 2500 PSI CONC <br />��? <br />- <br />�r <br />K <br />S3 <br />SLAB OVER 6 MIL VISQUEEN I <br />I : _ S3% <br />VAPOR BARRIER <br />7N <br />35'4' <br />T <br />20'-6" <br />■ <br />1" <br />I :: <br />BUILDER TO <br />0'-0 <br />; : <br />PROVIDE <br />(2) #5 REBAR <br />I <br />APPLIANCE <br />VERTICALS w/ in <br />4 '-0" <br />12'-1" : <br />O <br />PROTECTION <br />FILLED CELL <br />o <br />I <br />W H <br />WHEN REQUIRED <br />dPER <br />FBC <br />■ <br />■ ■ <br />■ <br />■ <br />1 ■ <br />■ <br />■ j <br />V-6" L 5- <br />L1 <br />A <br />S3 <br />TYP @ 1 STORY <br />U.N.O. <br />6-0" <br />W 1 <br />M <br />1 <br />5'-2$" <br />H.B. <br />7'-1 <br />3'-0" <br />FOUNDATION PLAN MONO - ELEV-Al <br />SCALE: Y4'=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 />WCn <br />J <br />.P �17 <br />• <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />45 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 />O <br />ffrF <br />O < <br />ef <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 />Engineers signature and seal. <br />M <br />w <br />�E <br />� N c0 OrD <br />N <br />O <br />p®♦ <br />V <br />O O p) (p J <br />M N n N 10 LL <br />1 0 <br />N M p ) Vi J <br />7 LL LL L <br />a <br />N <br />rn c ] W N <br />�a� <br />CLL s <br />j <br />@ m o_ 0 O O <br />a+ m m J <br />CO � CO m <br />W <br />W <br />Ec' Boa <br />q< M z V O J <br />a <br />° L) ❑O❑ <br />W <br />M <br />M <br />N O <br />_ <br />" � <br />4� <br />z <br />¢ M <br />V I-M <br />t" <br />z <br />^` <br />�N <br />_ <br />VJ 0w n <br />� a <br />V <br />0 <br />N <br />LLJ <br />c o <br />o <br />v m <br />'— ° s <br />o g <br />C) o <br />c 0 <br />¢ m m <br />®0 <br />m <br />�m <br />o <br />Jz <br />w <br />M� <br />z S <br />z <br />J <br />U_ <br />E <br />o <br />zZo <br />s <br />Q O <br />sF <br />z0 <br />H @� <br />_ <br />O <br />N <br />a p <br />�o <br />0° <br />o <br />x <br />Ww <br />Qo <br />�� <br />W <br />rp <br />U) C: <br />Y <br />o <br />O <br />_ <br />U) Qjnm <br />U <br />z <br />Yz <br />�z <br />g <br />N <br />a <br />p <br />a z <br />(q W <br />U <br />r� <br />o� <br />K <br />o <br />w� <br />3 <br />=, <br />6 <br />'° <br />CO <br />za <br />a ti <br />o3 <br />�N <br />0 <br />= <br />c� <br />= <br />T <br />�y <br />c <br />Cfl <br />LL <br />j <br />N <br />Q <br />) <br />O <br />0- <br />°° <br />IIII— <br />r <br />o <br />d? <br />d" <br />•— <br />Z o <br />T` <br />= <br />LO <br />rp <br />(0 <br />m <br />C <br />w <br />N <br />6i � <br />o <br />z <br />Z <br />E O <br />NCID <br />f0 <br />0 <br />E <br />U J <br />Q 0 <br />J <br />JOB <br />NO: <br />20-3575 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />