Laserfiche WebLink
b <br />0 <br />m <br />0 <br />a <br />0 <br />x <br />Go <br />c <br />it <br />N <br />6'-0" <br />TYP @ 2 STORY <br />J <br />S6 <br />64" 1. 4'-0" 1. 4'-4" <br />H.B.t <br />I <br />NOTE: <br />• WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS <br />PREVALENT AREAS, APPENDIX "E" 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 8 TERMITE NOTES. BORATE / BORACARE <br />TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL <br />POISONING <br />W.W.M. PLACED IN <br />1/8" SAWCUT x 1/4 SLAB <br />UPPER 1/3 OF SLAB <br />THICKNESS WHERE <br />OR FIBERMESH <br />SHOWN ON <br />REINF. SEE PLAN. <br />FOUNDATION PLAN <br />V •• <br />• <br />w� <br />w <br />W <br />a <br />CONTROL JOINT DETAIL <br />SCALE:11/74-0" <br />04 <br />.••, •r" <br />r : I: 12 STORY :r #5 CONT REINF. SEE <br />CC (2) #5 REBAR FND. FOR QUANTITY <br />C° I S3 I VERTICALS w/ in <br />FILLED CELL <br />.r #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />- <br />i <br />I • •. HORIZ. REBAR, TYP. <br />"' I I U. N.O. <br />1L A3 I I I I ;'• • •r <br />'T W(-���c J �J.••• 'Alternate: <br />co z The reinf. bars shall be <br />MLJ�N = F-----------� I I s3 I - _ <br />sH °Q I I 4" ;r r r ;� • ;r cont. around corner by cold <br />cv 4'-11" 0'-6" bending the bar w/ min. <br />■: I I I I I -}- CJ I I bar lap of 25". <br />;I � II I�---- -- - - � _ _ I ( I Q <br />•' I �" CJ <br />"� - - - -- L'I - TYP. CORNER BAR DTL. <br />_ _ _ <br />,-Mn STEPS AS ; I LOW WALSIIL 'NDI CHASE I I -3 1/2" SL 7 <br />REQUIRED PER SCALE: 1 1/2"=1'-0" <br />FIELD TO <br />CONDITIONS I ISLAND <br />F — — ( I 3-1/2" MIN 3000 PSI CONC. <br />PROVIDE 1 Yz" SLAB FOR HERNANDO <br />L I RECESS FOR COUNTY ONLY <br />o ( S3 I MASON'S REFER 3-1/2" MIN 2500 PSI CONIC <br />SLOPE OVER 6 MIL <br />co m FOR WIDTH I V QUEEN VAPOR I I I 2 STORY <br />I 31/2 ( BUILDER TO PROVIDE I <br />5 REBAR <br />BARRIER I `� APPLIANCE PROTECTION CC (2ERTICALS w/ in 2 #5'S N <br />(_ — — I �� WHEN REQUIRED PER FBC S3 I ( ) <br />1 FILLED CELL <br />■: I -I-CJ I N <br />H--------} —------J 1 <br />-7'o <br />■ <br />TYP @2STORY J I L--------- — ------ <br />M S6 I PROVIDE Y2" x 9" ■ -31/2" 2'-6" x 2'-6" x 1'-0" <br />RECESS FOR FRT. DOOR SLOPE W/ (3) #5'S E.W. <br />■ : I lie 0,-0" TOP OF CONC./ PAVER TO BE 4" L o <br />BELOW FIN. FLR. S3 n <br />I I I I (2) #5'S <br />STUB U ,..' ...... I : - - <br />2ND FLOG 1._9„ ._0 13'-74' <br />FOR A/C I I - <br />G � <br />n 2'-6" x 2'-6" x 1'-0" <br />Ci <br />CJ I W/ (3) #5'S E.W. N <br />N � �- - - I �- - , ; , ; lam'- li �' - I I- - - �- • , <br />19'-0" I 5'-4 t_ } INDICATES FILLED CELL w/ 3000 <br />! I PSI CONC. GROUT FROM FT. TO TYP @ 2 STORY <br />■ . . • . • • . • • • • BEAM W/ (1) #5 REBAR VERT i <br />: ' ' ' ' ' ' ' ' ' ABOVE SLAB TYP @ ALL PLACES <br />N <br />_ I I SHOWN HOOKED FTG. DOWELS 5' 'o -- <br />0? EMBED W/ 25" EXT. ABOVE SLAB <br />"GRADE 40 STEEL" <br />`" ■ ; HVAC CHASE °' ; <br />BASED ON 1 L — — 0.-0" <br />LOCATION I J <br />s ( LOCATION <br />5'4" L 16'-3" S6 <br />60 <br />C G :: <br />v0 0 <br />------ --- ----I-- - —--------� <br />I......... .......... .......... .....I i .............. <br />HRB <br />TYP @ 2 J <br />STORY S6 <br />5,4N 1 2'-23." 1 2'- <br />FOUNDATION PLAN <br />SCALE: Y4"=1'-0" <br />(9 <br />z <br />Z <br />Z <br />Q <br />a <br />Z <br />Ln 0 <br />w <br />p <br />"U — <br />O c <br />un ZD <br />E <br />� <br />o0 <br />m <br />C <br />sW <br />10, <br />o <br />`�- <br />Q �+ <br />o <br />A I <br />N C B a <br />•• <br />1. ✓lf <br />MID <br />��` 0 <br />r <br />E <br />O <br />N <br />W 'ax. 0 <br />� <br />' <br />/t�itltpl 1%%%00 <br />� o <br />00 <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 2017 Florida <br />Building Code - Residential 6th Edition. Engineer's <br />signature and seal is only for the structural engineering <br />portions of the drawing pages bearing Engineer's signature <br />and seal. <br />O <br />O <br />0 <br />Ln <br />pp <br />>(nM0 <br />M <br />Q <br />0,. to •� d" <br />ON <br />Ln <br />Q " LL <br />fl. e--% <br />F- fn <br />oC U ca ,-q <br />Cl CO Q <br />� <br />W <br />Z <br />J � <br />C�C <br />wo <br />2Qa <br />f� <br />f- <br />� <br />Z <br />o�oce <br />gW Z <br />Z <br />0 w <br />CL <br />E pCI J <br />Z <br />O <br />01vR!8 <br />LU® <br />z <br />Z <br />fY <br />'1 r) <br />L0 <br />a <br />N <br />u <br />U <br />= <br />0 <br />W <br />f <br />O <br />0 <br />^` <br />LL4 3 <br />Z <br />u_ <br />LU <br />Ln <br />W <br />Z <br />W <br />X <br />Z~ <br />a , 8 <br />H O <br />�$ <br />O <br />m <br />r4 <br />M� <br />�6 <br />Z <br />: <br />W <br />LU <br />= <br />W <br />"_4 <br />a <br />Ln <br />x <br />SCALE : AS NOTED <br />DATE : 3/16/2018 <br />TECH: MJAM ES <br />VERSION NO. 5wO <br />SHEET NO. <br />6.0 <br />