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13-781R-0242112" METAL TRACK FASTEN TO STRUCTURAL SYSTEM ABOVE AS REQUIRED 21/2" METAL STUDS @ 16" O.C. MAX. 3 -5/8" METAL STUD KICKER AT 4' -0" OC n SOFFIT DETAIL Oil N SEE PLAN in SOFFIT DETAIL 11/2" =1'-0" STURE RESISTANT TYPE ,LLBOARD .ING VARIES L� SEE PLAN 2 CV SEE F SEE PLAN n SOFFIT DETAIL FIRE STOPPING SEALANT 21/2" METAL TRACK FASTEN TO STRUCTURAL SYSTEM ABOVE AS REQUIRED I I I I I I� I I I I I � 5/8" MOLD /MOISTURE RESISTANT TYPE X GYPSUM WALLBOARD 3 -5/8" METAL STUD KICKER AT 44" OC MAX 21/2" METAL STUDS @ 16" O.C. MAX. 3" X 3" CONTINUOUS ANGLE FINISHED CEILING SEE PLAN Y 21/2" METAL TRACK SUSPENDED SAG RESISTANT GYPSUM 3 Bulletin #B1 -04 04 -23 -14 2 PRICING SET 04 -10 -13 1 AHCA STAGE II 10 -17 -12 NO. DESCRIPTION L�I REVISIONS /ISSUES I I / / •.I I I I I / / VARIES L� SEE PLAN 2 CV SEE F SEE PLAN n SOFFIT DETAIL FIRE STOPPING SEALANT 21/2" METAL TRACK FASTEN TO STRUCTURAL SYSTEM ABOVE AS REQUIRED I I I I I I� I I I I I � 5/8" MOLD /MOISTURE RESISTANT TYPE X GYPSUM WALLBOARD 3 -5/8" METAL STUD KICKER AT 44" OC MAX 21/2" METAL STUDS @ 16" O.C. MAX. 3" X 3" CONTINUOUS ANGLE FINISHED CEILING SEE PLAN Y 21/2" METAL TRACK SUSPENDED SAG RESISTANT GYPSUM 3 VARIES SEE PLAN n SOFFIT DETAIL JRAL SYSTEM ICKER AT 44" OC 16" O.C. MAX. ANGLE LAMINATE WOOD CEILING OVER n SECTION @ VISITOR ELEVATOR LOBBY SOFFIT PLYWOOD SUBSTRATE (C -3) 1 1/Z= i,-o,, FASTEN TO STRUCTURAL SYSTEM ABOVE AS REQUIRED 21/2" METAL TRACK 3 -5/8" METAL STUD KICKER AT 4' -0" OC MAX 21/2" METAL STUDS @ 16" O.C. MAX. 3" X 3" CONTINUOUS ANGLE 5/8" MOLD /MOISTURE RESISTANT TYPE X GYPSUM WALLBOARD FINISHED CEILING SEE PLAN (D SUSPENDED SAG RESISTANT GYPSUM a 1' -3" F.M. [K I 4 5 6 AFIRE STOPPING SEALANT I 2112" METAL TRACK FASTEN TO STRUCTURAL EXISTING INTERIOR PARTITION TO y I SYSTEM ABOVE AS REQUIRED REMAIN / STRUCTURAL STEEL PLATE / I I 21/2" METAL STUDS @ 16" O.C. MAX. / I I • 5/8" MOLD /MOISTURE RESISTANT TYPE I X GYPSUM WALLBOARD / r5/8" MOLD /MOISTURE RESISTANT TYPE 3 -5/8" METAL STUD KICKER AT 4' -0" OC / X GYPSUM WALLBOARD / / / MAX F - --------- % 2112" METAL STUDS @ 16" O.C. MAX. SUSPENDED SAG RESISTANT GYPSUM SEE N WALLBOARD • e ' FINISHED CEILING 3" X 3" CONTINUOUS ANGLE VARIES SEE PLAN n SOFFIT DETAIL "Y 1 112" =1' -0" EXISTING INTERIOR PARTITION TO REMAIN 21/2" METAL TRACK FASTEN TO STRUCTURAL SYSTEM ABOVE AS REQUIRED 3" X 3" CONTINUOUS ANGLE 3 5/8" METAL STUDS @ 16" O.C. MAX 518" MOLD /MOISTURE RESISTANT TYPE X GYPSUM WALLBOARD N I SEE PLAN SEE PLAN n SOFFIT DETAIL Y 11/2" =1'-0" Al /1A VERTICAL HANGER WIRE @ 2' -0" O.C. MTH MINIMUM OF 5 TURNS WITHIN 1 -1/2" :R WIRE SHALL BE SUFFICIENTLY HED TO THE STRUCTURE ABOVE TO )E FOR A T200 POUND DEAD LOAD. VUOUS 2 -112" BY 20 GA. STUD SUSPENDED THE CEILING FRAMING M MEMBERS ) METAL SPACER @ EACH SCREW I HEAD SCREWS @ 2' -0" O.C. IUM), TYPICAL -E CURTAIN OR IV TRACK QED CEILING NOTE: 1. CONTRACTOR TO VERIFY CUBICLE CURTAIN TRACK CLEARANCE WITH LIGHT FIXTURES, MECHANICAL DIFFUSERS AND SPRINKLER HEADS 2. PROVIDE SUFFICIENT HANGING SUPPORT TO THE CEILING TRACK AND /OR WOOD BLOCKING SO THE CUBICLE CURTAIN TRACK WILL SUPPORT THE WEIGHT REQUIRED IN THE SPECIFICATIONS. ATTACHMENT OF CUBICLE CURTAIN TRACK 11/2" =1' -0" 7 CA'C1014"i 3 R �RiQia ®0p11F� CNJk0C 1 I��Y E�E� BDARp ApQ -A,R RAY I,- zA� -a- -r C--h-11 t -e- c t S ARRAY- ARCHITECTS.COM 6800 Broken Sound Pkwy NW, Ste 125 Boca Raton, FL. 33487 o: 561- 995 -1700 f: 561 - 995 -1701 SEAL: firm license # AA26000880 " Mark D. Taudien '�.. f ' %%0011821 ------------------------------------------------- - - - - -- - - - --------------- - CONSULTANTS: STRUCTURAL ENGINEER O'Donnell, Naccarato, Mignogna & Jackson 321 15th St., Suite 200 West Palm Beach, Florida 33401, USA Phone: 561.835.9994 Fax: 561.835.8255 MEP ENGINEER Smith, Seckman & Reid, Inc. 600 West Hillsboro Blvd, Suite 300 Deerfield Beach, FL 33441 Phone: 954.421.1260 Fax: 954.421.1466 --------------------------------------------------------------------------------- OWNER: BAPTIST HEALTH SOUTH FLORIDA HOSPITAL: SOUTH MIAMI HOSPITAL PROJECT: PAVILION RENOVATIONS FLOORS 4 -7 6200 Southwest 73rd Street South Miami, FL 33143 3 Bulletin #B1 -04 04 -23 -14 2 PRICING SET 04 -10 -13 1 AHCA STAGE II 10 -17 -12 NO. DESCRIPTION L�I REVISIONS /ISSUES VARIES SEE PLAN n SOFFIT DETAIL JRAL SYSTEM ICKER AT 44" OC 16" O.C. MAX. ANGLE LAMINATE WOOD CEILING OVER n SECTION @ VISITOR ELEVATOR LOBBY SOFFIT PLYWOOD SUBSTRATE (C -3) 1 1/Z= i,-o,, FASTEN TO STRUCTURAL SYSTEM ABOVE AS REQUIRED 21/2" METAL TRACK 3 -5/8" METAL STUD KICKER AT 4' -0" OC MAX 21/2" METAL STUDS @ 16" O.C. MAX. 3" X 3" CONTINUOUS ANGLE 5/8" MOLD /MOISTURE RESISTANT TYPE X GYPSUM WALLBOARD FINISHED CEILING SEE PLAN (D SUSPENDED SAG RESISTANT GYPSUM a 1' -3" F.M. [K I 4 5 6 AFIRE STOPPING SEALANT I 2112" METAL TRACK FASTEN TO STRUCTURAL EXISTING INTERIOR PARTITION TO y I SYSTEM ABOVE AS REQUIRED REMAIN / STRUCTURAL STEEL PLATE / I I 21/2" METAL STUDS @ 16" O.C. MAX. / I I • 5/8" MOLD /MOISTURE RESISTANT TYPE I X GYPSUM WALLBOARD / r5/8" MOLD /MOISTURE RESISTANT TYPE 3 -5/8" METAL STUD KICKER AT 4' -0" OC / X GYPSUM WALLBOARD / / / MAX F - --------- % 2112" METAL STUDS @ 16" O.C. MAX. SUSPENDED SAG RESISTANT GYPSUM SEE N WALLBOARD • e ' FINISHED CEILING 3" X 3" CONTINUOUS ANGLE VARIES SEE PLAN n SOFFIT DETAIL "Y 1 112" =1' -0" EXISTING INTERIOR PARTITION TO REMAIN 21/2" METAL TRACK FASTEN TO STRUCTURAL SYSTEM ABOVE AS REQUIRED 3" X 3" CONTINUOUS ANGLE 3 5/8" METAL STUDS @ 16" O.C. MAX 518" MOLD /MOISTURE RESISTANT TYPE X GYPSUM WALLBOARD N I SEE PLAN SEE PLAN n SOFFIT DETAIL Y 11/2" =1'-0" Al /1A VERTICAL HANGER WIRE @ 2' -0" O.C. MTH MINIMUM OF 5 TURNS WITHIN 1 -1/2" :R WIRE SHALL BE SUFFICIENTLY HED TO THE STRUCTURE ABOVE TO )E FOR A T200 POUND DEAD LOAD. VUOUS 2 -112" BY 20 GA. STUD SUSPENDED THE CEILING FRAMING M MEMBERS ) METAL SPACER @ EACH SCREW I HEAD SCREWS @ 2' -0" O.C. IUM), TYPICAL -E CURTAIN OR IV TRACK QED CEILING NOTE: 1. CONTRACTOR TO VERIFY CUBICLE CURTAIN TRACK CLEARANCE WITH LIGHT FIXTURES, MECHANICAL DIFFUSERS AND SPRINKLER HEADS 2. PROVIDE SUFFICIENT HANGING SUPPORT TO THE CEILING TRACK AND /OR WOOD BLOCKING SO THE CUBICLE CURTAIN TRACK WILL SUPPORT THE WEIGHT REQUIRED IN THE SPECIFICATIONS. ATTACHMENT OF CUBICLE CURTAIN TRACK 11/2" =1' -0" 7 CA'C1014"i 3 R �RiQia ®0p11F� CNJk0C 1 I��Y E�E� BDARp ApQ -A,R RAY I,- zA� -a- -r C--h-11 t -e- c t S ARRAY- ARCHITECTS.COM 6800 Broken Sound Pkwy NW, Ste 125 Boca Raton, FL. 33487 o: 561- 995 -1700 f: 561 - 995 -1701 SEAL: firm license # AA26000880 " Mark D. Taudien '�.. f ' %%0011821 ------------------------------------------------- - - - - -- - - - --------------- - CONSULTANTS: STRUCTURAL ENGINEER O'Donnell, Naccarato, Mignogna & Jackson 321 15th St., Suite 200 West Palm Beach, Florida 33401, USA Phone: 561.835.9994 Fax: 561.835.8255 MEP ENGINEER Smith, Seckman & Reid, Inc. 600 West Hillsboro Blvd, Suite 300 Deerfield Beach, FL 33441 Phone: 954.421.1260 Fax: 954.421.1466 --------------------------------------------------------------------------------- OWNER: BAPTIST HEALTH SOUTH FLORIDA HOSPITAL: SOUTH MIAMI HOSPITAL PROJECT: PAVILION RENOVATIONS FLOORS 4 -7 6200 Southwest 73rd Street South Miami, FL 33143 3 Bulletin #B1 -04 04 -23 -14 2 PRICING SET 04 -10 -13 1 AHCA STAGE II 10 -17 -12 NO. DESCRIPTION DATE REVISIONS /ISSUES ----------------- - - - - -- ---------------------------------------------------------- SHEET TITLE: SOFFIT /CEILING DETAILS --------------------------------------------------------------------------------- DRAWN: Author CHECKED: Checker CON /REF No. AHCA 23/100154 -191 PROJECT No. 3593 DATE: 05/03/13 SCALE: 1 1/2" = 1' -0" --------------------------------------------------------------------------------- SHEET NO. A616 This document is a copyright protected instrument of service, property of Array Architects and licensed for use in the title project only. Reproduction or use of this document without written permission of Array Architects is illegal and will be prosecuted under the law. © COPYRIGHT - 2013 ARRAY - ARCHITECTS, INC.