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I I L! I II I I' III, tp I'INt I I_ I'! 'I I <br />c <br />c <br />d <br />43'-0" <br />-0„ <br />6'-4" 6'-0" 6-0" 6'-0" 5'4" 4'1 4'-4" <br />TYP @ 2 STORY 3,_0„ <br />J <br />S6 H.B. t. <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) <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 />W.W.M. PLACED IN r1/8" 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 />.. - W <br />W <br />CONTROL JOINT DETAIL <br />SCALE:1 1/2"=1'-0" <br />■ ■ ■ ■ ■ ■ ■ ■ <br />04 <br />2 STORY <br />In CC (2) #5 REBAR FND.OFOR QUANTITY <br />`D S3 VERTICALS w/ in I �r• <br />o I I FILLED CELL I , <br />■ : ; ' r #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />rr-e HORIZ. REBAR, TYP. <br />11 11Io �0'-0" I .. ... U.N.O. <br />o b II L L JII 3 I I ' -- ••Alternate: <br />r J <br />�r ih II r III z S3 ' • The reinf. bars shall be <br />i- - - - - - - - - - - i I4 • I I Cont. around comer by cold <br />C" 1 4'-11" �0'-6" bending the bar w/ min. <br />■' I I I -4CJ - I bar lap of 25". <br />-- - ---� _ I I CJ I o <br />I- - t `° N TYP. CORNER BAR DTL. <br />;n STEPS AS I KITCHE SLAND SLOPE <br />REQUIRED PER I LOW WALLS CHASE I I ( SCALE: 1 1/2"=1'-0" <br />FIELD I TO I I I <br />ISLA <br />CONDITIONS : ND <br />■: I I I <br />3-1/2" MIN 3000 PSI CONC. <br />r ( PROVIDE 1 Y2" SLAB FOR HERNANDO I I <br />L I RECESS FOR COUNTY ONLY <br />0 o S3 SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC <br />7 I I MASON'S SLOPE SLAB OVER 6 MIL I I 2 STORY <br />I �3 1/2" FOR WIDTH VISQUEEN VAPOR I I BUILDER TO PROVIDE <br />BARRIER _ `- APPLIANCE PROTECTION CC (2) #5 REBAR <br />L — — I I �� WHEN REQUIRED PER FBC 33 VERTICALS w/ in A-FFILLED CELL I (2) #5'S iv <br />1 - <br />I J o <br />r TYP @2STORY L--------- <br />M. <br />co S6 PROVIDE %" x 9" -3 1/2" x 2'-6" x 1'-0" <br />RECESS FOR FRT. DOOR SL*---2'-6" <br />W/ (3) #5'S E.W. <br />■ : 10--0" TOP OF CONC./ PAVER TO BE 4" L o <br />BELOW FIN. FLR. S3 <br />q I I (2) #5'S <br />IL rlM I U1STUB UP --...:::::: <br />I2ND FLOOR <br />FOR A/C I <br />2'1 x 2'-6" x 1'-0" <br />o N CJ (;d CJ W/ (3) #5'S E.W. N <br />_ _ r, <br />—cl <br />N 5' i1" B I I INDICATES FILLED CELL w/ 3000 <br />19'-0" , — I "41 s L -A + <br />_ PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY <br />. • :: ; : ; : ; : l i BEAM W/ (1) #5 REBAR VERT <br />ABOVE SLAB TYP @ ALL PLACES ( N <br />_ _ I I SHOWN HOOKED FTG. DOWELS 5" "' co <br />i EMBED W/ 25" EXT. ABOVE SLAB N <br />"GRADE 40 STEEL" I <br />HVAC CHASE o <br />■ BASED ON 01-01, <br />j I LOCATION 5'-4" :: 16'-3" S6 <br />v`--- -- — -- — N — ---I— — G —• — -- — — --- — — � <br />■................ ................. ............. ............. <br />. ..... .............. ..... :....■ <br />H.B.+ <br />3'-0" <br />i <br />TYP @ 2 J <br />STORY S6 <br />6-0" 4'-0" 64" <br />2'-21" L 2'-18" <br />5'-0" <br />FOUNDATION PLAN <br />SCALE: %4"=1'-0" <br />(D !;2_ <br />Z n <br />Z(09 <br />Z <br />Q <br />J <br />U, z <br />V) cD <br />Q) C <br />Q)M <br />L1J <br />o <br />"U <br />— <br />.[2 <br />O L.0 <br />F- <br />E <br />tN^^ <br />�v' <br />o <br />OM <br />o <br />(� U <br />m <br />a)M <br />LJ J <br />EO <br />iT n <br />C f0 n <br />2 C N <br />(D <br />a) <br />L LL CD <br />� ao <br />U� <br />U)Qo <br />O <br />Y <br />Q <br />1 <br />Q O <br />A 1 <br />B D® <br />c-BL, <br />H o <br />oq o C <br />Z�co ;M'rz <br />c <br />I <br />- 0 o <br />- <br />I <br />4L C - <br />V¢` `0,� <br />Y ' <br />Zi <br />d 2 <br />z c;, <br />Z M0-� -1 <br />_I A C N O- <br />14 <br />IW 0 <br />4 <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. Engineer's signature <br />and seal is only for the structural engineering portions of <br />the drawing pages bearing Engineer's signature and seal. <br />O <br />Z <br />0 N n <br />�>•-I U CD <br />Q 'a ll) <br />a V L-- <br />L/� <br />Q L- U_ <br />CL <br />Q U QCO <br />Z f <br />W J�� <br />oZ <br />35 <br />w� <br />Z a <br />E a <br />Z <br />�aa <br />0 <br />° <br />�Z80 <br />ZUWIr <br />j z a <br />J <br />�wZ U'00 <br />Lu <br />z <br />of <br />O <br />"off© <br />} o <br />/1. <br />/ <br />Lr)Q <br />a V <br />z z <br />z <br />Z <br />5� <br />N� <br />1 <br />s <br />o <br />NO <br />z <br />u <br />2 <br />O <br />Z <br />J a <br />o <br />M <br />° <br />O <br />r- P OZ <br />o <br />Woos <br />V 2m' <br />fV <br />a a <br />o¢o< <br />Z W O J <br />02 Z a <br />Q <br />$ iW- <br />o= <br />Z <br />o <br />wC <br />w <br />J <br />di <br />z <br />Z <br /><LLo <br />W <br />G <br />2:C <br />Q <br />VOwu <br />LL Y a <br />.} <br />V <br />L ^ <br />z <br />O <br />a z <br />z <br />�w' <br />a V) <br />m <br />g <br />= <br />a <br />w <br />a <br />LO <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />