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08-844-010NOTES THIS DRAWING EXTEND %" GYPSUM BOARD 6" ABOVE CEILING (TYP) 3 <2 M ACT LAY—IN CEILING. (SEE FINISH SCHEDULE AND PLANS BERMELLO :JAIL & PARTNERS, INC. FOR CLG. HEIGHT) Ar--nitecturf- Eng,neeiing Planning 13 li'�teriGr Desiqn Landscape A"rchitgcture 12 GA. HANGER WIRE SUSPENSION SYSTEM TO UNDERSIDE OF STRUCTURE 0 48" D.C. PROVIDE HANGER 2601 South Bayshore Drive 10th Floor WIRE AT EACH CORNER OF RECESSED 2' X 4' FLUOR. LT. Miami, Florida 33133 14 18 6 FIXTURE. 4 TWIST MIN. AT WIRE TERMINATION EACH END. (305) 859-2050 Fax (305) 860-3700 "r FOR HLr_ %,UUI'4U 21 15 14 7 < 4> STRIP TYPE LIGHT FIXTURE. REFER TO ELECTRICAL SY T DRAWINGS. O U T11 gs 16 H N> REFER TO FLOOR PLAN FOR WALL TYPE. OSPIT. oi� (5 2x2 CEILING GRID rill, Q6 3 5/8- METAL BRACING 0 48- O.C. ELEV 8'-0" AFF ... 01 17 FT_ DRYWALL CEILING Ilk <7> 3 5/8" METAL FRAMING 0 48" O.C. A . ..... . 2D ELEV = 8'-0" 5/8" GYPSUM WALL BOARD ON 7/8" METAL FURRING CHANNELS @ 16" O.C. (USE M.R. GYPSUM BOARD IN 15 BATHROOMS) MEP ENGINEER: 9 SEALANT 10 CERAMIC TILE ON PORTLAND CEMENT MORTAR (ON BOTTOM OF BULKHEAD BATHROOMS ONLY) 22 10 - CEMENTITUOUS BOARD (ON BATHROOMS ONLY) 4�rol~ <8 12" ELEV 7'-2" 11 11 5/8 del Wd., 23 at Gables, FL 33134 19 24 12 ACT ANGLE 69.1692 .1 L---Q> 21 �21 Ponce all u.t. Suite 350, Car phone,3055, BOTTOM OF CEILING fox: 305.569 693 DWas Houston Nashville - Miomi - Richmond , card projeci number. 5 FE2j 13 3 5/8" GALV. METAL CHANNEL 0 48" O.C. E8000076,% ELEV = 8'-0" A.F.F. 20 14 3 5/8" MTL. STUDS 0 16" O.C. F—IP-1i r 4 CURTAIN TRACK DETAIL 3 LIGFfT TROUGH 2 CEILING DETAIL 1 IUNG DETAIL 115 3 5/8- MTL. RUNNER A301 SCALE: 2" -1' -4" SCALE: 2 " -1' -0" A301 SCALE: 2"=1 0-0111 A301 SCALE: 2 " =1' -0" REFER TO ELEC. PLANS FOR LIGHT FIXTURE TYPE </17> 5/8" GYPSUM BOARD ON 3 5/8" METAL WALL STUD FRAMING 0 16" O/C (EXTEND TO STUDS STRUCTURE) PROVIDE CONT. 3/4- PLYWOOD BACKING BETWEEN STUDS FOR LIGHT FIXTURE ATTACHMENT <1 9-> 3/4- X 3/4" X 3/4" ALUMINUM WHITE EGG CRATE DIFFUSER 25 5/8- GYPSUM BOARD ON 3 5/8- METAL STUD GUAGE 3 2D FRAMING 0 16" O/C (EXTEND STUDS TO STRUCTURE) 21 NEOPRENE SPACER 22 CURTAIN TRACK z Z 23 SHEET METAL SCREW 0 24" O.C. Lo to 24 CONTINUOUS CORNER BEAD (TYPICAL) a 0 0e 4 0 0 25 INSULATION "R" VALUE BETWEEN METAL FURRING UP TO UNDERSIDE OF STRUCTURE 46 26 EXISTING 8" C.M.U. WALL 2 27 NOT USED 28 PROVIDE 3 5/8- LATERAL BRACING @ 48- O/C TYPICAL 29 34- X 34- X j- GALV. STEEL ANGLE SUPPORTS TWO PER 6,574 COILING GRILLE. - -- ------------- 3D 34- X 34- X 4- GALV. STEEL ANGLE DIAL BRACING AT EACH SUPPORT ANGLE. SECURE TO BAR 24 — JOISTS ABOVE AND TO CHANNEL BELOW. 31 ACCORDION FOLDING PARTITION CEILING TRIM. VARIES REVISIONS: 32 METAL CORNER BEAD. TYPICAL. 33 ACT SUSPENDED CEILING SYSTEM. 34 ACCORDION DOOR. r 8 NOT USED 7 CEILING DETAIL 6 CEILING DETAIL 5 USED 35 CONT C6 X 10.5 GALV. STEEL CHANNEL. L A ^4 A 36 UNDERSIDE OF STRUCTURE. ��301 SCALE: \,ll�30y SCALE: 2"=V-0" SCALE: 2 " =1' -0" 3 SCALE: 37 JAMB WRAPPED WITH MATERIAL PROJECT NAME: 38 ACT SUSPENDED CEILING SYSTEM. SMH-HIGH RISK ANTE-PARTUM UNrr 39 NYLON ROLLERS 40 BODY CARRIAGE PROJECT ADDRESS: 41 NYLON CARRIER LOCK 7400 S.W. 62nd Ave. South Miami, Florida 33143 42 ';TAINIF-q'; ';TFFI HANr.FR innp SHEET NO. I & I wn Am I