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C <br />c <br />I <br />,'! <br />-0" <br />A <br />H.Bt S3 TYP @ 1 STORY <br />U.N.O. <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 />W <br />W <br />co tZ <br />CONTROL JOINT DETAIL <br />SCALE: 1112"=1'-V <br />■ ■ ■ ■ ■ ■ .' .' ■ ■ ■ ■ I ■ ■. <br />. . . . . . . . . . . ........ . %lam ..\ . ./ \\ — _ . « - . . • . . . . : . . . . . . . <br />I \ `, it - _---i• : I _=====J t { I - #5 CONT REINF. SEE _ — — — — — I FND. FOR QUANTITY <br />CP <br />2,-9„ 2'-8„ '-118"II ` } <br />II I• ^ I O r -itI I #5 X 25" X 25" CORNER <br />BAR ONE FOR EA. <br />I It 1 <br />■ ' r II �I I 0i_0" I ; HORIZ. REBAR, TYP. <br />r <br />\ \ <br />CDII tl} 4t�° :■ . , . • , •'�,; � .., U.N.O. <br />HVAC CHASE <br />\\ r II II N I .,�'.;:.�:,._.• 'r *. <br />� BASED ON \ \ \ I I f ®— ®\t { .. ; ..':: ;.'• •,; ,• • • Alternate: <br />ih LOCATION \ \ \ \ : : ; ' ' ;'.-.'— - / o The reinf. bars shall be <br />I '-- (\ \II I I :`. cont. around comer by cold <br />\ \\ t I c� r r. r. r. r. r <br />m I \ \ .. ... 11 I 10'-10$" I — bending the bar w/ min. <br />\ bar lap of 25". <br />\ —1 TYP. CORNER BAR DTL. <br />CJ .CJ N CJ — CJ <br />I2'-6"x2-6"x1--0" <br />M W/ (3) #5'S E.W. 17-58" I 36'-6$" 1 TYP @ 1 SCALE: 1 1/2"=V-0" <br />■ ; I — — :: • ; .... .... • :. ... ... STORY U.N.O. <br />.. 011 <br />�::..:::::::: 00 <br />— — — — —j S3 <br />S3 1 : M. <br />3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OF CONC./ PAVER TO BE 4" <br />■ : I HERNANDO COUNTY ONLY BELOW FIN. FLR, I <br />I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 PROVIDE Y2' x 9" iv G <br />o0 <br />a 4'-8" MIL VISQUEEN VAPOR BARRIER W/ (32-6 -S E. "RECESS FOR FRT. DOOR ii '° <br />I 3-3-31/2" 16'-11$" if) L - - - - - - - - - --f8' I W/ (3) #5'S E.W. I -31/2" SLOPE. f <br />r c O <br />CD <br />4 <br />II , . . .�.- - . . . - A A R Pq <br />I CJ I III III '------------- <br />PROVIDE 1 Y2' RECESS I D.W. III I t ■ <br />`— — —4. FOR SGD. REFER TO I III III I <br />��"o I I I � - — �p �W.H.�/ K CC CC <br />■ : MASON'S SLOPE FOR I NSTEPS AS I i I I Irr II� I • • S3 S3 I S3 I o 2'-6" x 2'-6" x 1'-0" to <br />REQUIRED I WIDTH I I I II L J " I r W! (3) #5'S E.W. <br />PER FIELD I 1111 r �tllY I .. 7 -5 7'-1 ' 5'-8 0 <br />CONDIIT QNS I I I ®J1� <br />4'-� II 20'-6' 6'-8" <br />mil- V-4" <br />I INDICATES FILLED CELL w/ 3000 PSI <br />CONC. GROUT FROM FT. TO BEAM <br />I W/ (1) #5 REBAR VERT ABOVE SLAB I I — KITCHEN ISLAND I BUILDER TO PROVIDE <br />TYP @ ALL PLACES SHOWN K <br />HOOKED FTG. DOWELS 5" EMBED I LOW WALLS , • , • S3 APPLIANCE PROTECTION I S3 <br />W/ 25" EXT. ABOVE SLAB "GRADE 40 I 1 CHASE TO ' ' WHEN REQUIRED PER FBC <br />■ : I _ STEEL" — — _ — I I,— ISLAND <br />p <br />r; A 00 <br />S3 '- <br />LO TYP @ 1 STORY I <br />U.N.O. I 1 �.0- l9--� <br />F - —_— e+a . • 31/2" SLOPE I <br />fOPT. i' I OPT. D L: <br />II II I <br />■; I I L-J <br />20`-11 Z' — — — — 46t' 1 <br />CV I ^ I <br />■. . . . .. . . . . . ...�. . .ii <br />. . . . . . .. . �.. . . . . . .. . . . . . . . . . . . . ■ ■ ■ N <br />A TYP @ 1 STORY <br />S3 <br />U.N.O. <br />H.B.+ <br />2'-6" x 2'-6" x 1'-0" <br />W/ (3) #5'S E.W. <br />V-211" <br />FOUNDATION PLAN <br />0 Lou <br />T <br />Z o <br />s O <br />Z N <br />Z <br /><C <br />J <br />Cl- <br />Cn <br />' I'J w <br />U — <br />m <br />W <br />O <br />~ <br />0 <br />0) <br />o 0 <br />E— <br />U <br />co n <br />N M <br />W <br />Ep <br />® U <br />m w co <br />TMCM <br />08 O <br />ai <br />s if ao <br />I C) <br />ice' 2 <br />0 <br />CL O <br />Lf) O q. <br /><C m <br />rn¢ o <br />® <br />co"� � <br />r+ <br />ZArW Cso ��.. <br />P. 7 u- _ <br />N <br />- <br />Hil "•.i <br />Hill <br />n, <br />Q m aLL <br />z <br />111Q°'_N <br />N Q O U <br />�o <br />O <br />❑❑ <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 />z0 <br />0 0 <br />i>+V)�0 <br />M <br />a�roLn <br />Q C U- <br />Q e-\ <br />` <br />oCU MT"' <br />Q � � <br />z 3:c� <br />LUJ <br />COO <br />'d- <br />s <br />0 <br />�o <br />Z' <br />Za <br />F <br />z <br />z o8 O <br />J <br />U <br />CL <br />�00 zzox <br />Z. <br />W�� <br />" <br />O <br />U <br />8Wo <br />L <br />oz <br />}o <br />Qz <br />S <br />Z <br />Lri <br />z <br />Q. <br />L l) <br />O <br />N <br />T <br />LL <br />z <br />= <br />1 <br />OUj <br />O°o <br />" <br />I- x <br />�w <br />xoc� <br />�Oa'ma <br />t'V <br />z5, <br /><Q <br />Z <br />Z <br />r <br />IS " <br />�aoro <br />J <br />Ln <br />tJJ <br />Q <br />.. <br />W <br />z—¢ <br />FoC <br />Qzo8 <br />a o <br />° <br />,-4 <br />�O <br />Z <br />HLnz <br />o <br />Q <br />W <br />J of Z <br />a <br />SCALE : AS NOTED <br />DATE : 2/24/2014 <br />TECH: FGUZMAN <br />VERSION NO' 10 <br />SHEET NO. <br />6.0 <br />