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O I I 0) N 56' -0'1 34' -811 211 -4'1 I- - - -- ------------------------------------------------------------- I _ , I -- - - - - - - - - - - - - - - - - -------------------------------------- 1 I I I , 1 I � I 1 { I I I co I— I 1 i 11 � I O I I 1 1 ' 1 I NEW GREAT ROOM 1 0 . ' ' i I , , 1 I _ , 1 I- I _1 I 1 I I i 341 -0" S11 / #5 REBARS EXISTING WALL 561 -011 FOUNDATION FLAN TOP COURSE LINTEL NEW WALL EXISTING SLAB NEW SLAB O' 1 ' • ATTACH THE NEW SLAB TO THE EXISTING SLAB WITH #5 REBAR BENDS EPDXIED INTO THE EXISTING SLAB AT 9611 CC, TIE THE RODS TO THE NEW THICKENED EDGE. ALSO EPDXY THE FOOTER REBAR TO THE EXI5TIN6 SLAB, ATTACH THE NEW MASONRY WALLS TO THE EXISTING WALLS WITH 8" #5 REBARS 24" IOC, USE THE SIMPSON AT HIGH STRENGTH ADHESIVE TO EPDXY THE 11RODS INTO THE EXISTING HOUSE. FL# 2304,1 WALL AND SLAB ATTACHMENT DETAIL DATE 9/21/11 SCALE: 1/411 = II-011 R. S. WANL Y FOOTER REaUlfRED 1 THE FOOTER5 FOR THIS ADDITION WILL BE 3000 PSI S11 x 16" CONT, CONCRETE FOOTER WITH (2) #5 REBARS ON ROD CHAIRS SPACED NO MORE THAN 4811 CC, FILLED CELLS WILL BE VERT, #5 RODS IN ALL CORNERS, AND BESIDE EACH OPENING. ALL REBAR MUST BE BENT AND TIED TOGETHER WITH A MIN LAP OF 2511. i STANDARD 411 SLAB NOTE. O 411 / 3000 PSI CONCRETE SLAB OVER CLEAN, TREATED AND COMPACTED SOIL. THE SOIL MUST BE TREATED FOR TERMITES AS PER THIS PLAN, 611 x 611 10/10 WIRE MESH OVER 6MIL. VISOUEEN VAPOR BARRIER WILL BE INSTALLED FOR REINFORCING THE SLAB. FIBERMESH CONCRETE CAN BE USE IN PLACE OF THE WIRE MESH, TH15 PLAN WAS DESIGNED WITH 2000 PSF SOIL BEARING CAPACITY, FILLED CELLS M THIS SYMBOL INDICATES THE APPROXIMATE LOCATION OF THE FILLED CELLS. THE FILLED CELLS ARE BLOCK CELLS FILLED SOLID WITH 3000 PSf AND VERT, #5 REBAR, THE VERT REBAR ARE THEN TIED TO THE HORIZ, REBARS IN THE FOOTER, THE MIN LAP FOR ANY REBAR WILL BE 25 THESE VERT REBARS EXTEND UP THROUGH THE 5TEMWALLS, �Ne DESIGN SERVICES INC, MOBILE/ OFFICE 352 - 206 -5827 OFFICE FAX 352 -588 -2342 P 0 BOX 1325 SAN ANTONIO FLA, 33576 EMAIL: hanley06�embarclmail,com I FOUNDATION FLAN JOB NAME AND ADDRESS: 1 i NATHANIEL and ASHLEY NEWSON 5903 9th ST, ZEPHYRHILLS, FLORIDA 33542 -3612 I GREAT ROOM 512 SF VERIFY ALL CONDITIONS AND SF BEFORE BIDDING OR CONSTRUCTION DAVID W. SMITH, M5. FE, FLORIDA LIC.# 53ro08 352 -521 -0865 OFFICE 352 -521 -0867 FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE -7, THE FLORIDA BUILDING CODE 2007 EDITION AND THE 2009 SUPPLEMENTS WITH ALL REVISIONS AND UPDATES TO FBC -07, DAVID W. SMITH MS. FE. # 53608