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m'u•Il�1WiVdYIYL :_L..l.. i�J 111 <br />c <br />C <br />6-4- <br />6'-0" <br />n <br />43'-0" <br />TYP @ 2 STORY <br />J <br />S6 H.B. <br />i <br />■ ■ ■ ■ ■ ■ ■ ■ <br />J ' 12 STDRY <br />CC (2) #5 REBAR <br />IVERTICALS w/ in <br />S3 I <br />6'-0" 5' ' c I FILLED CELL <br />I <br />q <br />I�r II a I 3 1 /2" I <br />II L JII <br />- lIl J <br />T <br />Cl)llr� <br />-------� <br />.I�LJ�----14„ I s3 <br />I I <br />10-4- <br />4'-11" <br />`? <br />4'-0" <br />Ir---- -- - _ _ I <br />'oil Ci <br />�4 - -- - - - - - - `� I <br />= <br />;O <br />STEPS AS <br />KITCHE SLAND I SLOPE 4 <br />I I <br />REQUIRED PER <br />I LOW WALLS I CHASE I <br />TO <br />FIELD <br />CONDITIONS <br />I ( I <br />I ISLAND <br />I EDGE OF SLAB 2" <br />■ I BEYOND WALL I <br />r <br />I 1 3-1/2" MIN 3000 PSI CONC. I <br />L <br />PROVIDE 1 Y" SLAB FOR HERNANDO+ I <br />\I S3 <br />I RECESS FOR COUNTY ONLY I <br />4 <br />o <br />I �S LOPE <br />SG. REFER TO 3-1/2" MIN 2500 PSI CONC <br />( DMASON'S SLOPE I <br />io <br />1/8":1'-O <br />I SLAB OVER 6 MIL I 2 STORY <br />FOR WIDTH VISQUEEN VAPOR I .� BUILDER TO PROVIDE <br />�4" <br />BARRIER x APPLIANCE PROTECTION CC (2) #5 REBAR <br />I ^ WHEN REQUIRED VERTICALS w/ in I <br />L- — — <br />I I PER FBC S3 <br />FILLED CELL <br />I 1 <br />N <br />(2) #5'S iv <br />cv <br />— — — — — — — — - <br />J ■ : I -� CJ IV-H� — — <br />4 <br />■ <br />I <br />TYP @2STORY <br />L--------- — ------ <br />4 <br />JT/-8� <br />ch <br />S6 <br />I PROVIDE Y2' x 9" <br />I I RECESS FOR FRT. DOOR <br />�2'-6" <br />x 2'-6" x <br />W/ (3) #5'S E.W. <br />■ : I 0 -0TOP OF CONC./ PAVER TO BE 4" <br />" <br />o <br />L o <br />17,- 1 BELOW FIN. FLR. <br />13 <br />■ <br />......... . I . <br />ISTUB UP TO'1'-9" ,_0�.. ....... . 13'-7j, ::.. ■ <br />— <br />(2) #5'S <br />2'-6" x 2'-6" x 1'-O" <br />W/ (3) #5'S E.W. <br />r110D <br />2ND FLOOR PLUMBING LINE <br />I FOR A/C I TO SECOND I <br />FLOOR <br />S3 _ `� ���' I <br />I- <br />i� <br />o <br />o <br />N <br />10 <br />- - CJ - C ', r-i - CJ - - <br />I <br />5'-416 �"L J� } INDICATES FILLED CELL w/ 3000 <br />PSI CONC. GROUT FROM F-17. TO <br />BEAM W/ () #5 REBAR VERTT I <br />ABOVE SLAB TYP @ ALL PLACES <br />N <br />SHOWN HOOKED FTG. DOWELS 5" I <br />`" <br />ca <br />/ EMBED W/ 25" EXT. ABOVE SLAB <br />;E0 "GRADE 40 STEEL" <br />it <br />■: �%' HVAC CHASE :: ,_ „ <br />BASED ON I L -- � I z0 0 I <br />J <br />LOCATION 6-4" L, . 16'4° <br />GG cba <br />• �------ <br />4 <br />TYP @2STORY <br />� <br />---�a----I-- —--------� <br />■. ............... �.... .........� �.... �.... �.... .1i.. ..... i.............. <br />i..... :... .■ <br />6'-4" <br />TYP @2 J <br />STORY S6 <br />5'-4" <br />2'-1 <br />FOUNDATION PLAN <br />SCALE: %4"=1'-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 />Uj <br />ED <br />U a <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = 1'-0" <br />r <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 />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 = 1 -0 <br />Eto W <br />`� •,� 5 . <br />Y � <br />" <br />«i111 f I1 t'"1h� <br />To the best of the Engineer's knowledge, Information and belief, <br />the structural plans and spechloadons contained within these <br />drawings comply with the 2017 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 />0 <br />4 <br />� <br />E If <br />Csv8 �m <br />o <br />N J <br />1, I CD Lu <br />'•� <br />tii <br />I/A <br />` <br />rn � LL LL a. <br />t�pp M cN+> W rq <br />a <br />u- <br />Z <br />J LL <br />tea ��o <br />W <br />(a N m <br />coOD <br />LL Z <br />o Q <br />`" `•'• U J <br />zI <br />Q <br />I <br />C <br />z <br />z � <br />z <br />a <br />(nv) <br />� <br />z <br />u- <br />_J <br />�N <br />W � <br />0 <br />c Xi <br />A <br />� <br />c <br />Q <br />M <br />J <br />E 8 <br />oLL <br />zo <br />Q <br />E U O <br />H CD <br />�� <br />�0 <br />o f <br />:U <br />o <br />z <br />_ <br />C—:,a0 <br />N <br />. <br />� <br />�o <br />o� <br />w <br />•_ <br />y <br />c <br />< <br />g <br />m <br />;t <br />z <br />JG7 <br />W. <br />L o <br />Q= <br />ci <br />W <br />� <br />vi <br />.> <br />-° <br />CO <br />= <br />� <br />Ln <br />° O <br />O <br />.� <br />N <br />O <br />f <br />N <br />= <br />00 C <br />r <br />E <br />r <br />C4 <br />d <br />z <br />= <br />£ O <br />y <br />a <br />U <br />JOB <br />NO: <br />20-6578 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6.0 <br />