Laserfiche WebLink
C <br />c <br />d <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 />He <br />WWF PLACED IN 1/8" SAWCUT x 1/4 SLAB <br />55'-10" V-7" T-7" UPPER 1/3 OF SLAB THICKNESS WHERE <br />3" OR FIBERMESH SHOWN ON <br />6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2g" T-15" 1, 4„ REINF. SEE PLAN. FOUNDATION PLAN <br />TYP @ 1 STORY 3'-0"J. <br />z <br />U.N.O.---�--i J <br />S3 H.B.- <br />I <br />/li Ib <br />/Ij I 1 <br />BUILDER TO <br />(2) #5 REBAR <br />�+ <br />I <br />4'-0" <br />12'-1" <br />��W.H.�/ <br />PROVIDE <br />VERTICALS w/ in <br />APPLIANCE <br />FILLED CELL I <br />0 <br />I �0_0 <br />I <br />I <br />PROTECTION <br />WHEN QUIR <br />D I <br />■ <br />( <br />I <br />PER FBC <br />I <br />364" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />10 <br />iv <br />I SLAB FOR HERNANDON <br />;n <br />I COUNTY ONLY <br />S3 <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN <br />2'-714" <br />4'-9" <br />4'-10" <br />VAPOR BARRIER <br />EDGE OF SLAB 2" <br />■ <br />I CJ <br />I CJ <br />I <br />BEYOND WALL <br />CJ <br />I <br />a) <br />T <br />a' <br />5'-3" 1'-10" T-6 <br />II <br />OC <br />T <br />1. .1 rD <br />I <br />O <br />" <br />-1 <br />I <br />■ <br />I _ <br />I' ' <br />L�-------� <br />r--------- <br />-��� -_- <br />___ _ <br />(2) #5 REBAR <br />I ' <br />J <br />.=1ao <br />r <br />I (- ± ? <br />i <br />" <br />VERTICALS w/ in <br />- <br />I <br />`r <br />I <br />I OPT. WI I <br />I OPT. D -3 1/2"SLOPE <br />ih <br />FILLED CELL <br />2'-6"x2'-6"X1'-0' FTG G <br />f 1 <br />L - - J <br />I L- J 1I <br />L _ <br />I <br />I W/ (3) #5 E.W. S3 <br />E = - - - - <br />- <br />3'-5" <br />7�_1.. <br />(2) #5 REBAR <br />2'-6" x 2'-6" x 1'-0" <br />I I <br />N I AHU <br />I <br />1 <br />VERTICALS w/ in <br />I <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />FILLED CELL <br />U.N.O. A <br />K <br />I <br />S3 <br />I <br />I0 <br />- <br />S3 <br />ici <br />� <br />S3 <br />CJ �! <br />I <br />- - � <br />- <br />T <br />1 <br />I j <br />O <br />^o0 <br />25'-10 z8" / <br />9 -512s" <br />— — <br />— — — — — — <br />■ <br />2'-6"x2'-6"X1'-0" FTG <br />5'-3" <br />/ <br />W/ (3) #5 <br />-4" <br />I <br />L <br />INDICATES FILLED CELL w/ 3000 PSI I <br />i i I <br />PROVIDE Y2' x 9" <br />�' <br />SLOPE <br />I <br />S3 <br />_ <br />to <br />#5 REBAR <br />CONC. GROUT FROM FT. TO BEAM <br />i �/� <br />RECESS FOR FRT. DOOR <br />V <br />VERTICALS w/ in <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />i HVAC CHASE <br />T BET' <br />4'-0" <br />4'-4" 4'-6" <br />FILLED CELL <br />I TYP @ ALL PLACES SHOWN j BASED ON 0'-0" BELOW INNFLRPAVER <br />■ <br />I HOOKED FTG. DOWELS 5" EMBED I <br />i i LOCATION 1 <br />■ ■ ■ <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 <br />STEEL" <br />j <br />— — <br />— — — <br />— - - - - -� <br />4'-0" <br />j <br />16'-10" <br />12'-10" <br />o <br />19 <br />STEPS AS <br />I PROVIDE 1 j/2" RECESS � <br />REQUIRED <br />PER FIELD <br />I FOR SGD. REFER TO <br />MASON'S SLOPE FOR <br />KITCHEN ISLAND <br />LOW WALLS OPT. <br />ici <br />1 <br />10'-104" <br />CONDITIONS <br />■ <br />WIDTH CJ r------ <br />------- CJ REF. <br />-I-CJ <br />CJ i1 <br />■ <br />- - �T-r— - +-t-1 <br />�� --IE==- <br />- <br />-_--1----=-- _ --- _-- <br />- - CHASE TO ISL D <br />�� <br />�11 <br />�� <br />- <br />- - - <br />TYP @1 <br />r <br />I <br />I <br />STORY U.N.O. <br />L <br />I i i� I I III �I <br />I) III <br />D.W. II <br />11 1 <br />q iv <br />oo I <br />i i <br />�L�i_�J <br />I <br />L— i <— J <br />L—_—___— J_ � <br />I <br />er <br />III <br />oo <br />10 <br />S3 <br />v <br />LO <br />CC)3 <br />� � <br />I% I <br />_ <br />SINK / DISP <br />1/2" <br />rl <br />�� <br />2'_R43 <br />0'-0" I <br />16'-0" <br />6' <br />1 <br />■ <br />� <br />L 111 <br />I <br />- <br />v <br />- <br />O <br />' <br />7 <br />---------- --- <br />----- —--------- <br />--------- <br />-- <br />—II --� <br />— <br />------J <br />I <br />H.B+ <br />1' 8,. L T-2g" <br />5'-0" <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />I <br />2'-109 t" 1 5'-11 <br />FOUNDATION PLAN MONO - ELEV-B1 <br />SCALE: )/4"=V-0" <br />CONTROL JOINT DETAIL <br />SCALE: 3/4" = V-0" <br />•,, <br />, <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" = V-0" <br />O�Ei <br />,cy <br />r U <br />� <br />'YOFES5\0 ��,\\N� <br />��¢PdAf <br />rrr 1141t41°�a� <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 />Engineer's signature and seal. <br />fn <br />W <br />E <br />V <br />O r- O C L N J <br />n LL <br />O <br />>� <br />it W <br />7 � N LL LL (L <br />di <br />a <br />vi M W <br />;cu- aax <br />0 <br /><C) x o <br />Z <br />W9 <br />o _ m O <br />C N m <br />ILILW <br />0 r-- <br />g <br />E 6 p a <br />z <br />NQMz Q O <br />U H <br />Z <br />a <br />U ❑❑❑ <br />W <br />M •- <br />z M <br />o <br />0 0 <br />z o <br />J M <br />d N <br />E3 <br />� <br />_ M <br />z <br />o <br />Q) <br />(D LL <br />` V <br />,O <br />w O <br />Q <br />LO <br />V) <br />- .0 <br />w F— <br />c E <br />0. <br />�s <br />2 <br />v o <br />w � <br />O S <br />m Eall <br />mj <br />z' <br />look <br />/= <br />V N <br />Q a a <br />• <br />o <br />w <br />M <br />3 <br />0, <br />Z <br />E <br />wo <br />� <br /><o Z <br />� <br />Q <br />W <br />z <br />Z® <br />U a <br />Ca <br />O E <br />K O <br />a F <br />z <br />0 O <br />U U <br />U Q <br />z <br />N <br /><o <br />Qa <br />0 Y <br />Nm <br />m� <br />o <br />OZ LL <br /><� <br />Qw <br />�Z <br />� <br />02 <br />Z <br />no <br />ong <br />in <br />C <br />p <br />a <br />WF <br />oz <br />J <br />CD <br />X <br />o <br />� <br />m� <br />za <br />LE <br />L <br />oCC <br />L <br />> <br />.� <br />00 <br />a) <br />co <br />CN <br />C U <br />O <br />` <br />A� <br />l <br />C3i <br />W m <br />L 1- <br />T <br />M rO <br />■� <br />Z <br />T <br />T <br />i OO <br />CVO N <br />T <br />ui <br />T <br />M r <br />o <br />Z <br />Ca z <br />E <br />E O <br />w <br />y <br />m <br />c <br />c <br />d <br />U � <br />'ap <br />JOB <br />NO: <br />20-2747 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />6 <br />