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c <br />c <br />d <br />5'- <br />6 -41 <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />M <br />in <br />5' <br />H.B. <br />8'-6" <br />ib <br />io <br />0 o <br />(: <br />Z <br />BUILDER TO <br />(2) #5 REBAR <br />4'-0" 12'-1" <br />� <br />PROVIDE <br />VERTICALS w/ in <br />O <br />APPLIANCE <br />FILLED CELL <br />PROTECTION <br />WHEN REQUIRE <br />D <br />■ <br />I <br />:: <br />:: <br />I: <br />PER FBC <br />35'-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC.� <br />: ; <br />N <br />I SLAB FOR HERNANDON <br />COUNTY ONLY "LO <br />S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN <br />2'-7a" 4'-9" <br />4'-10" <br />I <br />VAPOR BARRIER <br />EDGE OF SLAB 2" <br />- <br />■ <br />CJ <br />:: <br />I GJ <br />I : <br />BEYOND WALL <br />CJ <br />C? <br />5-3" V-10"1, 3'-6" <br />r� <br />(2) #5 REBAR <br />VERTICALS w/ in <br />FILLED CELL <br />I I <br />PT. <br />0 <br />OPT. D 3 1/2 <br />ih <br />2-6'x2-6„X1-0 FTG G <br />W/ (3) #5 E.W. S3 <br />--- -- --- <br />� <br />3'-5" <br />SLOPE <br />4 <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />I <br />I AHU <br />I <br />I <br />VERTICALS w/ in <br />I <br />W/ (3) #5'S E.W. <br />TYP 1 STORY <br />U.N.O. A <br />I <br />ici <br />/ <br />I <br />K <br />S3 <br />CC <br />S3 <br />FILLED CELL <br />I <br />-' <br />S3 <br />• •/ <br />Ci <br />J <br />'.'.'.'.'.'.'.'.' <br />�: <br />..'.'.'..'.'.'.'.'.'.'.'.'.'........ <br />� <br />/ <br />2'-6"x2'-6"X11_0" FTG <br />TCD <br />/ <br />W/ (3) #5 E.W. <br />(2) #5 REBAR <br />INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />/ <br />�' <br />/ <br />C? <br />PROVIDE %2' x 9" "' <br />RECESS FOR F RT. OOR <br />SLOPE I <br />S3 <br />CC) <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />/ j' <br />HVAC CHASE <br />TOP OF PAVER <br />PAVER <br />T BE 4" <br />4'-0" <br />4'.4" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN <br />%' <br />BASED ON <br />0 -0, <br />BELOW FIN. N. FL <br />■ <br />......... ■ <br />■ <br />■ <br />■ <br />HOOKED FTG. DOWELS 5" EMBED I / i' LOCATION I . '. <br />A.W/ <br />25" EXT. ABOVE SLAB "GRADE 40 <br />/ i' <br />::...................:::::::::::: <br />::::::::::: <br />:::...... <br />. <br />1 ' <br />STEEL" <br />/i' <br />-----.------, <br />4'-0" <br />16'-10" <br />' •12'-10" <br />10'-10a" <br />CO <br />STEPS AS <br />/ / :....... .' . <br />PROVIDE 1 Y" RECESS <br />REQUIRED <br />PER FIELD <br />FOR SGD. REFER TO <br />MASON'S SLOPE FOR / <br />/ / <br />KITCHEN ISLAND <br />LOW WALLS OPT. : <br />. •. <br />. . . . . <br />icj: <br />CONDITIONS <br />■ <br />WIDTH / / <br />C+___ <br />REF. <br />�ivJ— <br />- <br />■ <br />— — — T� — <br />— <br />I <br />IS D <br />— <br />— <br />— — <br />— �F — <br />— —CJI — <br />1 j <br />— — — <br />TYP @ 1 <br />I D.W. <br />I � � <br />CHASE TO <br />I <br />r.. <br />t <br />lit <br />I <br />STORY U.N.O. <br />A N <br />I <br />LL <br />J— <br />I <br />.. <br />Ilj oo <br />S3 in <br />v <br />=—_ <br />— <br />SINK lod DISP <br />— <br />:. <br />I <br />.: <br />: ; }Cn <br />3 1/2" <br />� <br />I <br />tl. <br />I <br />L_ <br />/ i' 16'-0° <br />2'-94" <br />6'-10" <br />I :: <br />:: <br />O <br />° -° <br />■ <br />— <br />Ili <br />0 <br />L <br />L0, J <br />—------ <br />L ............................................ <br />H.B� <br />3'-0" <br />5 4" 1 3' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />5'-10" 3'-10" <br />2-1061" 1 5'-11 <br />FOUNDATION PLAN MONO - <br />ELEV-Al. <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 />wz <br />w <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />#5 CONTINUOUS <br />.�: <br />�:.; <br />; :: • <br />•_ <br />REINF. SEE FND. FOR <br />:;:•;. <br />QUANTITY <br />• <br />�: <br />#5 X 25" X 25" CORNER <br />'�',:''•:, �'',', <br />�• <br />'; <br />BAR ONE FOR EA. <br />' ' ' <br />• • <br />HORIZ. REBAR, TYP. <br />• <br />"• <br />•. <br />U.N.O. <br />., <br />**Alternate: <br />The reinf. bars shall be <br />• <br />��,; ::%. ��;,; <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 />it <br />;;.'1;t1,11f lltAi re <br />CIJ <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 />W <br />N <br />O N <br />C'DC,r eCj co LL <br />0 <br />f71 <br />ul <br />J LL J (L <br />7 <br />a <br />13� 'j* <br />LL N LL <br />N M W !N <br />�ciL3 ° a� <br />Ozo <br />0 <br />Z <br />� � W R <br />LD a o _ m O <br />m <br />W <br />W <br />m o�<O Co <br />2E°'6' �o a <br />Z <br />CD <br />Q N N O <br />5)cM Z <br />N U <br />0 aao <br />W <br />z N <br />c0 <br />z � <br />z Cq <br />M <br />t/1 <br />d N <br />M <br />z <br />s <br />UrLL <br />f6 <br />LL, o <br />C n <br />`_- <br />0 <br />N <br />�N <br />° <br />c o <br />2 <br />o <br />Uft <br />U rD <br />w <br />f— 2 8 <br />— o g <br />U 0 <br />• <br />Q o <br />se <br />O <br />w <br />M <br />M <br />o <br />a Z <br />� <br />ctr 0 <br />io <br />oo® <br />>R <br />Q <br />O <br />wi <br />E� <br />od <br />z <br />N <br />CL <br />O <br />C:)°dz <br />%U <br />no <br />moo <br />¢ <br />ww <br />N � <br />0 <br />Q <br />rr � <br />yam,. L <br />M� <br />CO <br />❑ <br />m <br />°� <br />Z <br />� <br />a� <br />N <br />m <br />a w <br />z <br />Z° <br />¢ <br />d <br />Q <br />p <br />w <br />° <br />a <br />L.w <br />W <br />U <br />ao <br />o� <br />� <br />3 <br />C:) <br />w <br />�� <br />a <br />is <br />03 <br />°M <br />= <br />0 <br />It <br />.> <br />N <br />O <br />, <br />c <br />_ <br />Q T' <br />J N <br />CD <br />0 <br />O N <br />r <br />E <br />3 M <br />CIO T- <br />o <br />z <br />Z <br />CD <br />y <br />a <br />E <br />U <br />a «? <br />Q p <br />c <br />J <br />JOB <br />NO: <br />20-2743 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />