Laserfiche WebLink
c <br />c <br />d <br />V-6" <br />5'-7g" <br />6'-0" <br />TYP @ 1 STORY <br />U.N.O. <br />A <br />S3 <br />Rv 1 <br />55'-10" <br />6'-0" <br />5' <br />T-15" <br />H,B.+ <br />V-4" <br />■ ■ ■ <br />■ <br />■ <br />■ ■ ■ <br />■ <br />■ ■ <br />e <br />•{— — <br />— — — — — — -� <br />r <br />o <br />BUILDER TO <br />4' 0" <br />12'-1" W.H. <br />PROVIDE <br />APPLIANCE <br />(2) #5 REBAR <br />O <br />0 0„ <br />PROTECTION WHEN REQUIRED <br />VERTICALS w/ in <br />i <br />■' I <br />FILLED CELL I <br />:: <br />PER FBC <br />35`-4" <br />20'-6" <br />3-1/2" MIN 3000 PSI CONC. <br />eo <br />I SLAB FOR HERNANDO <br />M <br />J <br />d <br />COUNTY ONLY S3 <br />I <br />3-1/2" MIN 2500 PSI CONC <br />SLAB OVER 6 MIL VISQUEEN 2 -74 4-9" 4'-10" 1I <br />VAPOR BARRIER .. ... (: <br />' I I I <br />I <br />o. <br />_ <br />5'-3" 1'-10" 3 -6" N T <br />I <br />; <br />O I I : o o) <br />■.�� ............ <br />..........'........... <br />`t <br />00 <br />. -3 1/2" I <br />oCY) <br />M <br />6"X1'-O" FTG G _ <br />I W/ (3) #5 E.W. S3 <br />- 3'-5" <br />SLOPE2'-6"x2' <br />7 7'-1" <br />(2) #5 REBAR <br />■: ; , <br />a : I <br />2'-6" x 2'-6" x V-0" <br />I ; ; AHU I <br />VER <br />W/ (3) #5'S E.W. <br />TYP @ 1 STORY <br />U.N.O. A <br />iv <br />K CC <br />I S3 <br />ILLEL CELL <br />I <br />CO <br />I : • � S3 <br />- <br />S3 <br />�- <br />I- - - I- CJ - - - - <br />0o <br />I 25'-10 28" 9 5121. — — <br />■ 50" <br />60 <br />i 2'-6"x2'-6"X1'-0" FTG <br />i W/ (3) #5 E.W. <br />INDICATES FILLED CELL w/ 3000 PSI i I PROVIDE %2" x 9" "' <br />CONC. GROUT FROM FT. TOBEAMi RECESS FOR FRT. OOR <br />W/ (1) #5 REBAR VERT ABOVE SLAB <br />I 4" <br />SLOPE <br />L <br />S3 <br />�4 <br />o <br />10 <br />HVAC <br />4'-0" <br />4'-4" 4'-6" <br />TYP @ ALL PLACES SHOWN I CHASE TOP OF CONC.I PAVER T BE 4" <br />' BASED ON 0'-0" BELOW <br />■ <br />HOOKED FTG. DOWELS 5" EMBED FIN. FLR. <br />' ' :■ <br />■ <br />W/ 25" EXT. ABOVE SLAB "GLADE 40 I i i LOCATION I ..::::::::::::::::::::::::::::::::: :::::::::::: ' ' ::: <br />STEEL" / / <br />......... <br />.............M .......... . <br />I 16-10" <br />12'-10" <br />o <br />0 <br />4'-0" <br />10 <br />STEPS AS <br />PROVIDE 1 " RECESS i / <br />1 <br />10 104 <br />rr <br />REQUIRED <br />PER FIELD <br />I D <br />; FOR SG. REFER TO KITCHEN ISLAND <br />MASON'S SLOPE FOR OPT. .......... """" ' " <br />LOW WALLS <br />icj: <br />" ' ' "" <br />CONDITIONS <br />WIDTH �� - - - - - - - - - - - - <br />i CJ F CJ REF. <br />■ - - - - - - - <br />CJ-�}j ■ <br />- - - - - - <br />—_ <br />--_---- -___ -__ - _ <br />F - I j CHASE TO ISLAND •.- <br />1i <br />t <br />TYP@1 <br />STORY STORY U.N.O. <br />I D.W. I C C .,�... <br />Il <br />A N <br />o <br />S3 <br />�i� / I I I :: :• `t <br />t <br />in <br />�r <br />z L� � = J- � <br />111 <br />S3 <br />I :: I <br />SINK / DISP <br />-1 <br />I t Cl) <br />-31/2" <br />t 0'-0" <br />16'-0" 2'-93-4" 6-10" ..... I .. <br />.. � I 1 . <br />q <br />o <br />d. <br />i <br />0, <br />.. <br />............ ................. :.... ................ ........... <br />............. ... ...................... <br />H.B� <br />Re_Aee v-fie, 3' <br />TYP @ 1 STORY <br />U.N.O. A <br />S3 <br />-0" L 5'-1 <br />T-10" 1. 6'-0" L 6'-0" L 3'-10" L 2-1064" L 5'-1164 ""L 5'-0" L 5'-4" <br />FOUNDATION PLAN <br />SCALE: %4'=1'-0" <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 <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 />--) <br />,. Uj <br />W <br />CONTROL <br />JOINT DETAIL <br />SCALE: 1 1/2"=V-0" <br />.: •r #5 CONT REINF. SEE <br />FND. FOR QUANTITY <br />;r #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 DTL. <br />SCALE: 1 1/2"=V-0" <br />� r <br />Z M <br />0 <br />Z <br />Z <br />U. <br />Dru <br />i--� w <br />_ 0 <br />U— <br />w <br />O � <br />~' <br />0 <br />CO <br />U <br />w <br />I.-EE <br />v 8 <br />a) co <br />C� cu co <br />`s D Cl) <br />O_OO <br />U� <br />L LL op <br />7 <br />U)CLo <br />� Y <br />Q Ol <br />L0 O "t <br />CL <br />� Q O <br />s D.eo <br />NCB-D-C <br />fftt <br />IPI� <br />f6�/e <br />N <br />Z«W v. <br />co <br />_1 �. <br />Ea_ q uj•(•') � t'kw <br />W o •...N <br />=�,o <br />W > � <br />L <br />,•: <br />Z <br />"a <br />W Q fnN'N <br />M <br />OU <br />0 <br />F <br />U O <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 Sth 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 r4 <br />O n <br />N <br />�>-+ (1)ro 0 <br />M <br />Q - <br />z <br />a w -c v- <br />N <br />0 <br />Q U- <br />C" I M <br />(j ro ,--I <br />Z E <br />J � <br />W <br />J <br />oz <br />�o <br />W� <br />zaa <br />z� <br /><¢ <br />z <br />w¢�Y <br />90Ce <br />Zww= <br />z� <br />a <br />w <br />�2�W <br />� <br />z <br />wEo <br />Uiw <br />L <br />1 <br />T <br /><V <br />Q <br />w <br />o v <br />zz <br />>/ <br />Q <br />¢O <br />w <br />C: <br />O <br />O <br />U <br />_ <br />(Q <br />O <br />�¢ <br />_ <br />O <br />o� <br />�!O0O <br />Q <br />i <br />VV¢ <br />U"IM <br />IQ?¢ <br />Q <br />� <br />Z <br />wago <br />W <br />Lli <br />1-1 <br />¢ <br />LLJ <br />z <br />¢ o <br />~oZU <br />2a¢ <br />� <br />L!i <br />Z <br />a m Z <br />'n Z <br />m <br />r <br />_ <br />¢z <br />a <br />cn <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />