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W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB SLAB THICKNESS OR FIBERMESH WHERE SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN . • L Wco J CONTROL JOINT DETAIL SCALE: 1112"=1'-0" ' •- ' f �; #5 CONT REINF. - • ; ;r SEE FND. FOR • : - • '' QUANTITY • -.-.-• : r #5 X 25" X 25" -. '. - -. '. - ".:-; " : ; • �' ;. CORNER BAR ONE - FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-0" SEE FLOOR PLAN FOR BRG. WALL It N Z P 4F. SEE PLAN (3) #5 REBAR STEP DOWN BRG. 2 STY. 1 SCALE: N.T.S. REF: EXTERIOR REINF. SEE SLAB PLAN F.F. so a N ; " 2(3) #5 0" REBAR 24" Of CONT. 2-STORY FTG . 2 SCALE: 1/2" =1'-0" C? o) 60 48'-8" 14'-4" 111-6" )'-4" 11'-6" 1,..4„ 8'-8" 4'-7" 5'-2" 4'-7" J TYP. @ 2'-6" x 2'-6" x V-0" L 2-6" x 2'-6" x 1'-0" S6 2 STORY W/ (3) #5's E.W. S3 W/ (3) #5's E.W. U.N.O. + HB TYP. - - - - - - - - - - — — — — — — — — — — — — N F�------ --- ---I •V. w s3 1 PROVIDE 1-1/2" RECESS M I (2) #5 VERTICALS 1 o S3 W/IN FILLED CELL -' I 1 i� I I FOR SGD DOOR. REFER o v 1 TO MASONS SCOPE I. Ito 3'-0" 8'-10" 6'-10" T-0" 1 I FOR WIDTH 4" STEP 3'-0" x 3'-0" x V-0" 2 �? DOWN W/ (4) #5's E.W. I _ CA T MIN. I MAN" • • 3'-0" x X- " x 1'-0" — — — — — — W/ (4) #6,s E.W. 3'-0" x 3'-0" x 1'-0" M PROVIDE 1-1/2" RECESS INDI ATES FILLED CELL w/3000 PSI zo m I 1 2'-6" x #5's2'-6x 1 E.W.W/ (4) #5's E.W. S3 FOR SGD DOOR. REFER CON . GROUT FROM FTR. TO BEAM / (3) #5's . ) �� u1 I I TO MASON'S SCOPE w/ 1#15 REBAR VERT. ABOVE SLAB. FOR WIDTH TYPI DIAL @ ALL PLACES SHOWN I 1 1 HOO ED FTG. DOWELS 17" A.J�1 1 1� EMB DMENT W/ 25" EXT. I -11 1 ABOVE SLAB "GRADE 40 STEEL" I II 1 _J c0 I 1 8'-10" U 0'-0" ELEV. IILO FIN CONC. SLAB � I 6-11" I 3I1/2" MIN. 3000 PSI CONC. SLAB GG EMAKER LINE FOR HERNANDO COUNTY ONLY i 0 S3 3-1/2" MIN. 2500 PSI CONC. SLAB OVER GG — — — 6 MIL VISQUEEN VAPOR BARRIER S3 --- —------� ---- -- I i--------—t------ . T U? ., I I Ch I 10-0 3-6 1 7.0L ---------- —I _---------� I I 14'-0" 1 Ch S6 I I I I I II d1 I• I I I ^� I U J �; TYP. @ I I ( I I I S6 0 2 STORY I I ( I S3 I J 1 1 I TYP. T U.N.O. I I I N GG ( I I 0 I 2 STORY O • I I i in I I U.N.O. cn O — ( _ — T- C.J_ — N O U? 1- TORN M I 1 1 I I IT FOOTING • I I I = ==JII C SIM.@ L FOUNDATION I I '" I— � o I 11I ,„ ONLY 20-63_2�� o 16�S3 3'-0" x 3'-0" x 1'-0" W/ (4) #5's E.W. I L — — HU — — — — L J 17 — — — — — — — — — — — — — � 1 • I TOP OF CONCJ PAVER TO BE I 1 STEP -��,'� l �W H 3'-0" x 3'-0" x 1'-0" 1 1 4" BELOW FIN. FLR. _0 4" DOWN 1 MIN. 0 3 8 W/ (4) #5's E.W. o I PROVIDE 1/2' x 9" � RECESS FOR FRT. DOOR I 1 I 1 — — BUILDER TO PROVIDE APPLIANCE PROTECTION 1 WHEN REQUIRED PER FBC 4" I 3'-0" 71-0n 5'-0" I 4'-0" _ '-0' I _ } C7 C.J. 1 TYP. S3 o N r fn N ---- �z 1 O 2'-6" x 2'-6" x 1'-0" I O W/ (3) #5's E.W. 2'-6" x 2'-6" x 1'-0" I (2) #5 VE TICALS W/ (3) #5's E.W. I WAN FILED CELL ;n J A S3 S3 -8"SEE S-3 FOR - RECESS OPT." 0 — — — — — — — — — — — — — — — — - CV 2'-6" x 2'-6" x 1'4 W/ (3) #5's E.W. 12'-6" 11'-4" 1 6-2" 11'-4" 1 16'-0" 48'-8" LO c0 CV LO 0 r I o0 ih I I o TYP. @ SINGLE 1 STORY I /STAOR (2) #5 VERTICALS—1 W/IN FILLED CELL 1 J I S3 "SEE S-3 FOR I RECESS OPT." \-4'-O" x 4'-0" x 1'-0" W/ (5) #5's E.W. 2'-0" 8'-0" 1-4- I1B 0 00 o) LO NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN AB SCALE: Y4 "=1'-0" Z c Z Q Cz 0 QV)' Q) C w .O "' � E c m ti U U E ' —8 dM L'vM Ooo _oj U LL 000 Ne < a°, CL 0 rn o ti �� o- 3 kg 01�1Kcc iB c7 H`'y ci e, cad LL ill . q2 •9 1 .` To the best of the Engineer' , information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N O a� US M O M Q V 'M Ln a v�•L� � LL a z CL w Q Co Z E LUJ z Uj 8 f OE Z 6.1 a rz�coi za��QQ 0WZ N V-4 O O k W N a z C ) n Ln N Ln Z o3 ce p Q Q J U�090� ooWmmmmw2 J Z W o� �HM5 `J O �oz2 =o��o N (%4 Q �pzzd z M " .. Z LU �' Z O g z O U_ SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 15v25 JOB NO: 17-4136 SHEET NO. 8