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07-638-0510 0 ce av c c 0 E n L 3 a� z] O t 03 m 'CS t:1J CA Q 0 ;L E 0D Q 0 S- U #4 DRILL le EPDXY INTO EXIST. SLAB 0 12" O.C. w/ MIN. 4 1/2" EMBED. EXIST. SLANG 1, --0.. COORD. SLAB DEPRESSION w/ ARCH ••' • 2 r• nme SECTION SCALE: 3/4" = V-0" 52.0 3) #4 CONT. 2) #4 CONT. GENERAL NOTES I 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL i EXISTING FOUNDATION PLAN vii - r-(r F.F.E. MATCH EXIST. \ "- a -- ti COORD. SLAB DEPRESSION w/ ARCH. --\ - (1) #4 CONT., E.F. a w CONC. SUB, SEE PUN FIFE X SEE . _ PLA SECTION 2 SCALE: 3/4" = V -0" 52.0 i T —BOLT ��^ MATERIAL: 14 --GA, r� c ©uPUN NUT ANCHOR BOLT BODY: 19 "x20" 14 —GAUGE PLATE �4� T —BOLTS 1/2" -13x3 3/4" 4 1/2 -13 COUPLING NUTS 4 1/2= 13x1" REG BOLTS *SAFE FURNISHED BY OWNER AND INSTALLED BY MANUFACTURER. SECTION 3 SCALE: 3/4" = V -0" 52.0 rrii rrW �, i i Y e rim rra ii U y Y yr Yv i � C] NOTE: CONTROL JT., SAW CUT OR USE 1/8- sea G "` Y G y y W r i i (1) SEE FOUNDATION PLAN j PREFORMED INSERT, FILL CUT w/ JT. V G W V Y Y G i FOR CJ LOCATIONS. (2) SAW CUT JT. WITHIN 12 HOURS OF POURING CONC. T/4 VAPOR BARRIER CRUSHED STONE FILLER FLUSH w/ TOP OF SUB COMO. SUB, SEE PUN FOR REINF, SEE PLAN CONTROL JOINT -- 'A' NOTE: CONSTRUCTION JOINTS MAY BE USED S CONTROL JOINT LOCATIONS ONLY, UNLESS NOTED OTHERWISE. PREMOLDED x CONST. JT. VAPOR BARRIER CRUSHED STONE P DISCONTINUE REINF. 2" EA. SIDE CONC. SLAB, SEE PLAN FOR REINF. SEE PLAN CONSTRUCTION JOINT — 'B' SECTION 4 SCALE: 3/4" = i' -0" S2.0 #5x1' —O" DOWELS m 12" O.C., DRILL is EPDXY INTO EXIST FDN. w/ MIN. 4" SECTION SCALE: 3/4" = V -0" 52.0 � aWy G Wir • W i r U • V 4 V y r V G ` w U i uY G yr L�;Uy iYWUV ti VL YVu •u U V y y y U MOHAMMAD R. SERAJI P.E. 432 SOUTH NISASwAY ROAD LEXINGTON, KY 40506 PHONE ($59) 252 --1673 FAX (959) 223-0512 E -MAIL PYRAMIDMEOOX.NET P.C.S.C.E Job • 06-146.04 Seal ���•, +�, Ir�r ••' ••' nt'" `tr•T7rfltt' I hereby certify that these engineering documents were prepared by me or under my direct personal supervisisn and that I am a duty licensed Professional Engineer under the laws of the State of Florida. Signature: Mohammad . Ser Reg. No. 5055$ Date: 'z - —0 2 -- ° �7 My registration expires February 28, 2009 Mark S. Eggl Architect 211 East l!5roawi Street Greenvitte, SC 2"01 T. 364.232.3200 F. 864.232.7537 Project ITAU11 921U.. South Miami, FL Project Dumber 06165 Drawn By B.M.R. Checked By M.R.S. Date 12 Apr. 07 Revisions Al 05/16/07 FIRE DEPT. COMMENT Drawing Existing Foundation Plan S2.0