Laserfiche WebLink
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 />65'-0" <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />55-10" 8'-6" 0, UPPER 1/3 OF SLAB THICKNESS WHERE <br />OR FIBERMESH SHOWN ON <br />1'-6" 5'-78' 6�-` 3" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5._23. 7'-15" REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY T-O" <br />U.N.O. 2-1'w <br />S3 H.B. <br />— — — — — — — — — -I— <br />— — — <br />-: o <br />— — <br />a — — — — — — — — --r:. — — <br />— BUILDER TO <br />4'-0" <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR I <br />O <br />I 0 -0" <br />; ; • • I ; • <br />PROTECTION <br />WHEN REQUIRE <br />D I <br />VERTICALS w/ in <br />FILLED CELLPER I <br />351--4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />N <br />oo <br />I SLAB FOR HERNANDO <br />J <br />COUNTY ONLY S3 <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2'-734" 4'-9" 4'-10" Ij <br />VAPOR BARRIER <br />■ ' — CJ -GJ — CJ <br />o <br />in <br />11 <br />rn <br />5-3"1'-10" 3'-6" � 7 <br />: O I I N 1 <br />oo <br />I P�o T. D 3 1 /2" 1 <br />C0 <br />M <br />2'-6"x2'-6"X1'-0" FTG G : <br />( W/ (3) #5 E.W. S3 -._ _.- ----- 3' S,. <br />SLOPE <br />71. <br />(2) #5 REBAR <br />I' <br />2'-6" x 2'-6" x 1'4" <br />I I N I • :TAH I I <br />VERTICALS w/ in <br />W/ ( ) #5'S E.W. <br />3 <br />TYP @ 1 STORY <br />U.N.O. A <br />K CC <br />S3 <br />FILLED CELL <br />o0 <br />_ <br />T <br />CJ CJ i.. I <br />— — <br />25'-101?8 9 -581 � <br />■ 4'-4" <br />Bo <br />2'-6"x2'-6"X1'-0" FTG <br />W/ (3) #5 E.W. - <br />INDICATES FILLED CELL w/ 3000 PSI I PROVIDE %2' x 9" �' <br />CONC. GROUT FROM FT. TO BEAM <br />W/ (1) #5 REBAR VERT ABOVE SLAB �� RECESS FOR FRT. OOOR <br />I �-4" I <br />SLOPE I <br />4 <br />L <br />S3 <br />io <br />o <br />in <br />HVAC CHASE <br />4'-0" <br />4' 4" 4'-6" <br />TYP @ ALL PLACES SHOWN TOP OF CONCJ PAVER T BE 4" <br />' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0" BELOW FIN. FLR. <br />■ <br />: ■ <br />■ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 I i LOCATION 1 <br />' ' <br />i ::::::::::::::::::::::::::::::::. ::: ::::: <br />STEEL" ��� <br />::::::::.. <br />... .... .......... . <br />-----•----- <br />4'-0" <br />i 16'-10" <br />.12'-10" <br />o <br />' ' 10'-101" <br />o <br />in <br />STEPS AS <br />I <br />PROVIDE 1" RECESS i i / <br />,- <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR OPT. • '........ <br />� � LOW WALLS ' <br />i iCj: <br />4 <br />' <br />CONDITIONS <br />.. <br />■: WIDTH j�� CJ r------- - - - - - CJ REF. <br />I <br />CJ-Ii�l ■ <br />/ <br />- - - �� - ��I------ ----- �— - O rt = - - - - - - - 1- �- - <br />--- ------ <br />- - I - - - - <br />TYP @ 1 <br />I i CHASE TO ISLAND <br />I I D.W. I �� <br />I I <br />. lit <br />STORY U.N.O. <br />4 <br />o <br />S3 <br />ji' 1 I I ; : <br />LO <br />�� �- <br />11j o? <br />S3 <br />�t <br />`n <br />Ln <br />� _ - - 1 <br />SINK / DISP <br />{ t `� I <br />3 1l2" <br />:; <br />:: l i <br />t 00 I <br />16'-0" 2, 94„ 6'-10" ..... <br />I <br />■ <br />OI <br />��• <br />I <br />1 o <br />r <br />I + - <br />d <br />' <br />■ .:. . . . . . . . . . . . . . .. . . . . . . . . . M .. .11111 . . . . . .. .. .. . M................. :.. .. ■ . . <br />. . . . . . ■ <br />1'-98' T-28" <br />5'-0" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />2'-10' " 1 5'-11z2 12" I r"_n„ I G'_A'- <br />FOUNDATION PLAN <br />SCALE: %4"=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />.: •: <br />:;: <br />#5 CONTINUOUS <br />,�: ' <br />;;,•" <br />'•_ <br />REINF. SEE FND. FOR <br />QUANTITY <br />• <br />,; ;; <br />'•;, .' <br />;r <br />#5 X 25" X 25" CORNER <br />�_'- �'• <br />BAR ONE FOR EA. <br />' ' <br />; • <br />HORIZ. REBAR, TYP. <br />'�.. <br />U.N.O. <br />• <br />,; •'; <br />'•_ <br />"Alternate: <br />,; • <br />The reinf. bars shall be <br />��;,: ��;,; • �:=.; ��;,: • ���: •'fir <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 />JLJI <br />0 <br />0 <br />O <br />Ina <br />S � <br />o <br />d N <br />M <br />U) N z g <br />Q) U _ <br />1 l mO <br />V C' d <br />0 w <br />IN c <br />to <br />U 00 <br />w m <br />F- T e <br />0 $ <br />@' t <br />z� <br />S <br />(a U <br />— Ina <br />N N <br />v�i N <br />y O W <br />Z <br />W N{z a a <br />VIit tlrf <br />w �/ <br />t� <br />ILLZ <br />lz? <br />- __r <br />1 U �O <br />FESS%O <br />'N <br />To the best of the Engineers 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 <br />co <br />w <br />M <br />m ¢ <br />.o <br />Z <br />C <br />LJL <br />E <br />wa <br />}m <br />< o <br />Q 0 <br />(O <br />r0 <br />tt <br />R <br />XU <br />z® <br />U O <br />=U <br />cl <br />CD <br />¢ ¢ <br />¢z <br />O <z <br />ww <br />N <br />wo <br />ao <br />rr� <br />m� <br />=YoW <br />z <br />U <br />o <br />Z <br />co <br />to J <br />L) 3 <br />am <br />0 <br />W <br />�Z <br />g o <br />a <br />O <br />¢o <br />Fr <br />�3 <br />CD <br />CD <br />oa <br />� <br />a <br />C O <br />O <br />L <br />> <br />�- <br />�— <br />r <br />M <br />> <br />0 <br />LCN <br />nn` <br />1..1.. <br />Q <br />m <br />co <br />\� <br />C <br />..} <br />'VT <br />O <br />V <br />J 0 <br />(.n <br />r <br />i V CD Nca <br />M <br />Z <br />Z <br />= <br />E p <br />M <br />o <br />JOB <br />NO: 19-5907 <br />SCALE : AS NOTED <br />SHEET NO. <br />6,0 <br />