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WL_Ai_ ;II WIdWIYI .l�,L1YmJ11>lY�lll■�L�11 �luv�L� l�l�l �- -,11 111 <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 />55'-10" V-7" 7'-7" UPPER 1/3 OF SLAB THICKNESS WHERE <br />3" OR FIBERMESH SHOWN ON <br />5'-7g" 6'-4j" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2 " 7'-1 " 1'-4" REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY <br />U.N.O. 3'_0w z <br />S3 LU <br />H.B. <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />■ <br />iio <br />_ <br />�-----------I—• <br />--- <br />—; ° -- ° ---------�-: <br />— -- <br />BUILDER TO <br />+-- <br />-------I <br />(2) #5 REBAR <br />12'-1" <br />W.H. <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL I <br />O <br />I <br />I <br />PROTECTION <br />WHEN REQUIR <br />D I <br />■ <br />I <br />I:; <br />PER FBC <br />35'--4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />o, <br />I SLAB FOR HERNANDO I <br />iv <br />;n <br />( COUNTY ONLY <br />S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />I SLAB OVER 6 MIL VISQUEEN <br />2'-734" <br />4'-10" <br />VAPOR BARRIER <br />. <br />EDGE OF SLAB 2" <br />- <br />■ <br />• CJ <br />; ; 'GJ' <br />: <br />BEYOND WALL <br />CJ <br />I <br />o) <br />— <br />"? <br />5'-3" V-10" 3'-6" <br />7 <br />ih <br />O <br />r� <br />(2) #5 REBAR <br />VERTICALS w/ in <br />I — J <br />I <br />r. O : <br />: <br />`* PT• <br />I <br />OPT. D 31/2" <br />I <br />I <br />' <br />FILLED CELL <br />„ „ „ C, <br />2 -6 x2 -6 X1-0 FTG <br />W/ (3) #5 E.W. S3 <br />: <br />_ _ <br />�._ _._ _.� — <br />_ <br />3'-5" <br />SLOPE <br />I <br />7'-1" <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />I <br />I • . AHU <br />I <br />I <br />TICALS / In I <br />W/ (3) #5'S E.W. <br />TYP 1 STORY <br />U.N.O. S3 <br />I <br />C' <br />: <br />:/ <br />K <br />33 <br />CC <br />S3 <br />FILLED CELL <br />I <br />- <br />r <br />CJ <br />CJ <br />I, <br />— — <br />- <br />.. <br />- <br />_ <br />I / / • • • • • • • • • • • • • <br />• • <br />• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • <br />■ <br />T <br />a, <br />2'-6")2'4'X1'-0" FTG <br />5'-3" <br />/ <br />W/ (3) #5 E.W. <br />_ <br />Po <br />I 4„ <br />I <br />L <br />2 REBAR <br />() #5 <br />INDICATES FILLED CELL w/ 3000 PSI I <br />CONC. GROUT FROM FT. TO BEAM <br />�' / I <br />/ / <br />�� <br />PROVIDE Y2" x 9" 'r' <br />RECESS FOR FRT. DOOR- <br />SLOPE <br />S3 <br />- <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />i i' HVAC CHASE <br />T BE 4 " <br />4'-0 <br />4 -4" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN <br />/ i' BASED ON <br />0'-0" <br />BELOW INNiRPAVER <br />■ <br />■ <br />■ ■ <br />■ <br />I HOOKED FTG. DOWELS 5" EMBED I / i' LOCATION I ... <br />' ....... <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />/ i' <br />:::: <br />::: <br />::::::::.. <br />ISTEEL"-----,-----� <br />4'-0" <br />16'-10" <br />• •12'-10" <br />o <br />:: :: <br />CO <br />STEPS AS <br />PROVIDE 1 Y2' RECESS / / I I <br />v <br />`r <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO / <br />MASON'S SLOPE FOR / <br />KITCHEN ISLAND <br />LOW WALLS OPT' <br />1Cj: <br />t <br />10-lad" <br />CONDITIONS <br />/ / <br />WIDTH / � CJ------ <br />— — — — — — � CJ REF. <br />J-- CJ <br />CJ •�i � 1 <br />■ <br />�� — CHASE TO IS D <br />I I <br />•�• <br />° I I <br />1 <br />� <br />I <br />TYP 1 <br />STORY U.N.O. <br />N <br />S3 <br />I I I D.W. <br />I I <br />I ' : <br />:. <br />I{ t <br />A -1 <br />7 <br />v <br />o <br />I <br />/ I LL _—_ <br />J— — — I <br />:: <br />I 14 <br />:: I Ij <br />ao <br />S3 LO <br />) <br />I / <br />SINK / DISP <br />{ t <br />CV)I <br />3 1/2" <br />� <br />11 <br />I <br />0'_p 1 <br />0.-0" <br />L — <br />/ ;' 16'-0" <br />2'-94" 6'-10" ..... <br />I :: <br />:: I <br />■ <br />t <br />4 <br />_ <br />o <br />M <br />0 <br />L--------- I ---- <br />--->_•—•I-- --------- <br />.---------I-- <br />-------------J <br />i <br />H.B.; <br />4" <br />3' <br />in <br />6101 <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />A "I <br />2'-10 dr" 1 5'-1 <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: Y4"=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />CONTINUOUS <br />:INF. SEE FND. FOR <br />JANTITY <br />X 25" X 25" CORNER <br />R ONE FOR EA. <br />IRIZ. REBAR, TYP. <br />J.O. <br />ternate: <br />reinf. bars shall be <br />t. around corner by cold <br />ding the bar w/ min. <br />bar lap of 25". <br />TYP. CORNER BAR DETAIL <br />SCALE: 3/4" = V-0" <br />i <br />I <br />i <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 signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />o 8 CID <br />C" N n U. U. <br />N <br />di <br />4 <br />a <br />7 W � LL <br />N' M W M <br />aim tL0 W O <br />'C <br />z <br />N O �' 2 <br />cr00 <br />W <br />W <br />L = <br />r 'm o <br />2 E 9 co J o cL 0 <br />O>O dQ5Lo <br />'�N <br />- <br />NaMz ��3 <br />° <br />z <br />❑❑❑❑ <br />W <br />n �`�`.R v <br />v fV M <br />z g <br />v <br />N <br />zC1v cD <br />U <br />0 <br />OV) <br />'-'-' g <br />¢ <br />w <br />cl-_ <br />'1'�• <br />�N0 <br />=31 <br />w <br />= o <br />U <br />Q a <br />0 <br />o <br />M <br />M <br />J <br />�W <br />O <br />z <br />Q <br />Q <br />O E <br />E: 8a <br />55 <br />Uj <br />z0 <br />o <br />4' <br />Z <br />E <br />O <br />N ra <br />O <br />oa <br />�p <br />U <br />wz <br />i <br />ao <br />�� <br />m0 <br />Z <br />C <br />J <br />iU <br />Qb <br />2 <br />2zZz <br />W <br />3 <br />� <br />H <br />U <br />J ° <br />az <br />yLL <br />m <br />g�+ <br />is <br />�M <br />—7 <br />� <br />L <br />`6 <br />O <br />.-. <br />.� <br />' <br />Ir- <br />r <br />c o <br />O CVo <br />ai <br />2T � <br />CV <br />�_ N <br />Lo <br />1"' <br />c <br />M T <br />r <br />E <br />M <br />z <br />M <br />E O <br />y <br />z <br />M <br />a <br />U _ <br />a o <br />-1 <br />JOB <br />NO: <br />20-0564 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />