Laserfiche WebLink
c <br />a <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 1/8" 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 />43'-0" cn <br />38'-0" 5'-0" <br />-4" <br />TYP@2 J <br />STORY S6 <br />H.B.t <br />4' <br />2'-20" . 2'-1 <br />ch <br />■................ ..... ■ ■ ■ .............. .....�....■ <br />d <br />5,4„ 16'-3" <br />d <br />I <br />l \ HVAC CHASE — — : ; <br />BASED ON 0'-0" I <br />J <br />S6 <br />■ LOCATION <br />49 <br />INDICATES FILLED CELL w/ 3000 <br />i� <br />PSI CONIC. GROUT FROM FT. TO <br />I BEAM W/ (1) #5 REBAR VERT I <br />ABOVE SLAB TYP @ ALL PLACES <br />\ ` <br />iv <br />r <br />_ _ <br />\ \ 19Zj\ \ \ I I 5'-411 I SHOWN HOOKED FTG. DOWELS 5-1I <br />• I <br />"' <br />_ EMBED W/ 25" EXT. ABOVE SLAB <br />r -11 I "GRADE 40 STEEL" <br />TYP @ 2 STORY <br />oN <br />� <br />I C J \ L J}'' *�� CJ I <br />I - lid' <br />2'-6" x 2'-6" x 1'-0" <br />Cr)G <br />�•� �` I <br />S3 <br />W/ (3) #5'S E.W. <br />o <br />'- <br />I STUB UP TO I 1, I <br />N <br />' I 2ND FLOO 11_91 1_01, ' 13'-74FOR A/C <br />M <br />:I L <br />I I <br />(2) #5'S <br />TOP OF CONC./ PAVER TO BE 4" <br />■ ; 0'-0" <br />L <br />S3 <br />BELOW FIN. FLR. <br />J <br />2'-6" x 2'-6" x 1'-0" <br />PROVIDE Y2' x 9" <br />SLO <br />` <br />J <br />S6 <br />I RECESS FOR FRT. DOOR <br />-3 1/2" <br />W/ (3) #5'S E.W. <br />M <br />TYP @2STORY <br />r--------- — ------ <br />(2) #5 REBAR <br />�_/ BUILDER TO PROVIDE CC VERTICALS w/ in I <br />3-1/2" MIN 3000 PSI CONIC. I APPLIANCE PROTECTION S3 FILLED CELL <br />(2) #5'S cV <br />-3 1/2„ <br />`� <br />PROVIDE 1 %" SLAB FOR HERNANDO I I WHEN REQUIRED PER FBC 2 STORY <br />q <br />I <br />I RECESS FOR COUNTY ONLY <br />SGD. REFER TO 3-1/2" MIN 2500 PSI CONIC I I I <br />S3 <br />I MASON'S SLOPE SLAB OVER 6 MIL <br />L_ <br />VAPOR <br />FOR WIDTH VISQBARRIER <br />I I I I <br />■. I <br />I I <br />STEPS AS <br />CHASE <br />I <br />REQUIRED PER <br />TO I <br />FIELD <br />CONQITIONS <br />I KITCHEN ISLAND ISLAND I <br />LOW WALLS I I -3 1/2" SLOPE' <br />II <br />:I I II IL --_-- -_--- I I CJ I <br />N <br />A.■ <br />,l I oil -I-CJ 4'-11 J0'-6 <br />�__ JJ = 4„ <br />' _ -� <br />N �----i <br />1���� -------� I J <br />IILLJIIS S3 <br />I I <br />II L JII z 0'-0" I I I <br />-=�N <br />` o <br />rn CC (2) #5 REBAR <br />T S3 VERTICALS w/ in <br />cfl FILLED CELL <br />O <br />- 12 STORY <br />10 <br />I -_ <br />■. ...................... �..... ■ 1 ■ 1 ■ ■ ■ <br />(V <br />J <br />H.B.+ <br />S6 TYP @ 2 STORY <br />6'-0" 5'-4" _ 4'-0" <br />4'-4" <br />M1 <br />5'-0" <br />FOUNDATION PLAN <br />SCALE: %4"=1'-0" <br />CONTROL JOINT DETAIL <br />SCALE: 1112"=1'-0" <br />#5 CONT REINF. SEE <br />,�: ; ; •' �_ <br />FIND. FOR QUANTITY <br />�� <br />#5 X 25" X 25" CORNER <br />'• ' <br />BAR ONE FOR EA. <br />HORIZ. REBAR, TYP. <br />., . .. <br />U.N.O. <br />:. :: : ; ; •, ;;, ; �'; '. <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"=1'-0" <br />0 <br />Z <br />Q <br />z <br />O <br />ln/•i' � <br />W N <br />•I--d w <br />� p <br />•U - <br />w <br />O if <br />� <br />~ <br />o <br />cn <br />� <br />o 0 <br />i� U <br />�M <br />w E <br />F — p <br />U <br />co <br />C� (U co <br />(9 'O Q <br />O O O <br />su"00 <br />Of N <br />Qrn <br />C O <br />Ln 0 v <br />rnQo <br />A, <br />B D® <br />N C H• D C <br />cv N <br />va0 <br />Rom' o <br />ci <br />> , w <br />a a <br />l6 <br />P <br />ui <br />�� <br />4 <br />%'�/e� �£ O <br />S 1 <br />To the best of the Engineer's know a ge, 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 />CD <br />Z r4 <br />O a) r\ <br />�-4 C:) <br />M <br />Q U-) f0 Ln <br />n. cn•L� <br />CA <br />Ln <br />H � LL <br />Q \� <br />U QOC) <br />Q E <br />Z 170 <br />WJ C:) <br />€oz <br />3� <br />w <br />za <br />a <br />f <br />Z <br />w¢�a <br />oowo <br />Qz--= <br />z <br />^J <br />1..� <br />0 o= j <br />E j <br />Z <br />Ouw�o <br />aa�o <br />w <br />N <br />~ <br />zz <br />o <br />a� <br />JQ <br />zz <br />5� <br />Z <br />� <br />L <br />Z <br />a <br />N <br />c <br />G <br />^C: <br />W <br />N <br />O <br />L / <br />z <br />U <br />= <br />N <br />O <br />z <br />�w <br />a°o <br />T-012 <br />w x0 <br />UrYma <br />1 <br />w'ayz¢ <br />Q <br />Z <br />ofo <br />oo�p <br />o <br />W <br />T—1 <br />Li) <br />LLl <br />� a <br />: a <br />J <br />rl <br />LU <br />Npzo <br />U <br />a8 <br />Q <br />z <br />w wz <br />z <br />z <br />tu <br />�i <br />z <br />m <br />o <br />g <br />UJI <br />M <br />T--1 <br />o <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: MJAM ES <br />VERSION NO. 10 <br />SHEET NO. <br />6.0 <br />