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07-638-054Y M ci m c (D F3 E m a Cl 0 F5 I� 0 co g' 3 s h F+ EXIST. PRECAST ca JOIST FLANGE r L.G.M. CONT. RUNNER; -/ ATTACH TO KXIST. CONC. w/ (2) 0.145" DIA. HILTI X--DNI 0 18° O.C. w/ MIN. 1/2" EMBED. L.G.M. � STUD 1 G" V.C. PROVIDE VERTICLIP SLD SLIDE CLiP FOR SLIP CONNECTION, ATTACH TO STRUCT. PER MFG. RECOMMENDATIONS SECTION SCALE: 3/4" = 1' -0" S3.0 GENERAL NOTES 1. COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL EXISTING FRAMING PLAN 1/49 - "0 OC CONC. PAD UNDER NEW MECH. UNIT, COORD. SIZE & LOCATIONS w/ MECH. #3 © 12" O.C., DRiLL is EPDXY INTO EXIST. CONC. DECK w/ MIN. 2" EMBED. #3 6 12" O.C. MST. PRECAST ----�- JOIST FLANGE APPLY BONDING AGENT ON SURFACE OF .EXISTING CONC_ DECK BEFORE POURING NEW CONC. PAD SECTION SCALE: 3/4" = t' -0" 53.0 INDICATES EXISTING 30" M�ECAST T, TYP. U.N.O. I I 1 1 1 I i I { I I { 1 1 I I I I I I i I I F { 1 1 I Hit i i f f fi 1 I { UNI— , 1 /4 "VDIA. HCA COIL ANCHOR w/ MAN. 1" EMBED, Q+ 5" O.C. PLACE UNi- -STRUT 0 MAX. 32" O.C. PROVIDE MIN. (3) ANCHORS PER STRUT SECTION SCALE: 3/4" = 1'--0" 53.0 MECH. 'ER l 1 { 1 I i 1 r j j S3.0 U N.O. t t ' t INDICATES MECH. ° j" " " - " ` ` T` - - T I I i i i } 1 1 I. I i I I I HOOD BELOW, TYp.i i i i i ii t i r `i 1 I1 P. INT. NON —LOAD 1 I I ( I INNDICATES UNISTRUT! i RNG. PART. WALL S3.0 1 I I I }BETWEEN EXIST. 1 1 CONNECTION TO EXIST. i t ( j $PRECAST 1IOIST. TYPi i C�QNC. DECK, U.N.Q. 1 h . f 1 t i i r L I t I t .t fi i i fi fi i 1 1 I I i i I 1 t I I I I I I i j � ❑ i i i j i j j j i i i I j i I I I { I I I I I I . 1 i I I I I 1 I I t t t I 1 1 1 1 t I I I 1 1 I I 1 I I t I I 1 ( I I Ll 1 I I 1 I I I I I I I 1 , r� 1 !❑ I 1 ❑ 1 I n 1 I � t 1 I i i 1 i I 1 1 1 t 1 I L----Jl INDICATES CONC. INDICATES EXISTING ' { UNDER NEW MECH,AD WALLS k CONC. UNIT, COORD. SIZE k COLUMNS TO REMAIN. LOCATION w/ MECH., TYP. U.N.O. 65 66 TYP. U.N.O. I r I i i i 11 LE I I I 1 t i E_ • TL�_ MOHAMMAD R. SERAJI P.E. 432 n= NOAwMT ROAD UMNCM. KY 405411 PHONE (651k) 442 -te78 FAX (859) 226 -0512 E-NAR P`MMIDCSE9QXMEi h U V V VVVV VVtI V uuu UVu V U �' • � V V U V V Y V �. •. •, V V W V O D U V u GVVV u ••i uu•u I hereby certify that these engineering • •Gr u W • raG• my direct personal supervision and that i • Ci f5U U U W U V G ID W U • V V W le V Reg. No. 50558 G V U• V • V V • V V W "U U •u UVi �✓ V V V• V V•• C1 V i+ u J U V V V U U • V V V W VV4V 4 V V V U V V �,�U• 4 U u�+V •i • V G•• G VO•G L MOHAMMAD R. SERAJI P.E. 432 n= NOAwMT ROAD UMNCM. KY 405411 PHONE (651k) 442 -te78 FAX (859) 226 -0512 E-NAR P`MMIDCSE9QXMEi h P.QS.QE ,lob • 06- 146.04 a l�' Seal Ea I hereby certify that these engineering documents were prepared by me or under my direct personal supervision and that i am a duly licensed Professional .Engineer under the laws of the State of Florida. Mohammad emp Reg. No. 50558 Data. , ( Z. 1 3 - ° t4 My registration expires February 28, 2007 Mark S. Eggl Architect 211 East Nroad Street Greenville, SC 29601 T. $64.232.8200 F. $64.232.7587 Project R OE, i j South Miami, FL Project Number 06165 Drawn By B.M.R. Checked By M.R.S. Date 01 Dec. 06 =041,79 Drawing r EXIS�In�''w` y ' Framing y Plan' S3.0