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e <br />A 7/R" <br />SEAL ALL OPENINGS <br />(TYP. BOTH SIDES) <br />FINISHED CEILING - <br />REFER TO <br />REFLECTED CEILING <br />PLAN <br />JNDERSIDE OF DECK <br />DR STRUCTURE ABOVE <br />XISTING 1HR <br />3YP BD. LID <br />3-5/8" METAL CHANNEL <br />3-5/8" METAL STUD <br />(1) LAYER 5/8" GYP BD EACH <br />SIDE EXTENDED TO BOTTOM <br />OF DECK ABOVE - REFER TO <br />FINISH PLAN FOR FINISH <br />SOUND ATTENUATION <br />BLANKETS <br />FINISHED CEILING - <br />REFER TO <br />REFLECTED CEILING <br />PLAN <br />MAX 1/4" SPACE <br />BETWEEN BOTTOM OF <br />GYP BD & FLOOR. <br />PROVIDE SEALANT IN <br />SPACE (TYP BOTH SIDES) <br />MAX 1/4" SPACE 3-5/8" METAL CHANNEL <br />BETWEEN BOTTOM OF <br />GYP BD & FLOOR. BASE - <br />PROVIDE SEALANT IN REFER TO FINISH PLAN <br />SPACE (TYP BOTH SIDES) <br />SMOKE PARTITION <br />4 7/8" TYPICAL WALL THICKNESS - STC RATING 45 1 <br />3 <br />SMOKE PARTITION <br />7 1/4" TYPICAL WALL THICKNESS - STC RATING 45 TO 49 <br />0 <br />EXISTING PTAC UNIT AND <br />PLASTIC SHROUD; LOCATION <br />TO REMAIN. <br />4 1/4" WALL THICKNESS <br />UNDERSIDE <br />STRUCTURE <br />ABOVE <br />EXISTING 1HR <br />GYP BD. LID <br />METAL CHANNEL <br />METAL STUD FRAMING <br />5/8" GYP BD - REFER TO <br />FINISH PLAN FOR FINISH <br />SOUND ATTENUATION <br />BLANKETS <br />METAL CHANNEL <br />BASE- <br />REFER TO FINISH PLAN <br />4 7/R" <br />FINISHED CEILING - <br />REFER TO <br />REFLECTED CEILING <br />PLAN <br />MAX 1/4" SPACE <br />BETWEEN BOTTOM OF <br />GYP BD & FLOOR. <br />PROVIDE SEALANT IN <br />SPACE (TYP BOTH SIDES) <br />TYPICAL PARTITION (U.N.O.) <br />4 7/8" TYPICAL WALL THICKNESS <br />7-1/4" TYPICAL WALL THICKNESS <br />JNDERSIDE <br />STRUCTURE <br />ABOVE <br />XISTING 1HR <br />3YP BD. LID <br />3-5/8" METAL CHANNEL <br />3-5/8" METAL STUD <br />5/8" GYP BD - REFER TO <br />FINISH PLAN FOR FINISH <br />SOUND ATTENUATION <br />BLANKETS <br />3-5/8" METAL CHANNEL <br />BASE - <br />REFER TO FINISH PLAN <br />PARTITION TYPE 3 3 PARTITION TYPE 2 2 PARTITION TYPES 1 <br />3" = 1'-0" 3" = 1'-0" 311 = 1'-011 <br />w 13� <br />O O <br />R 13� <br />w w <br />~ w EXISTING EXTERIOR WALL; <br />z <br />PATCH, REPAIR, AND REPAINT <br />AS REQUIRED <br />SECURE PER STRUCTURAL <br />WINDLOAD REQUIREMENTS <br />---A <br />ANGLE SUPPORT <br />NEW EXTERIOR LOUVER; MUST <br />DEMONSTRATE COMPLIANCE <br />WITH THE STRUCTURAL <br />WINDLOAD REQUIREMENTS OF <br />THE FLORIDA BUILDING CODE <br />ANGLE SUPPORTS <br />SECURE PER <br />STRUCTURAL WINDLOAD <br />REQUIREMENTS <br />LOUVER AT PTAC UNITS 5 <br />1 1 /2" = 1 0" <br />0 <br />EXISTING FINISHED <br />CEILING - CONTRA( <br />TO REPLACE DAMA <br />TILE AFTER TEMP. VVMLL a <br />VISQUEEN BARRIER <br />DEMOLITION <br />RENOVATION <br />SIDE <br />SOUND ATTENUATION BLANKETS <br />UEEN BARRIER <br />OF METAL FRAMING <br />3 5/8" METAL STUDS @ 16" O.C. <br />OCCUPIED SIDE <br />1-HOUR RATED PARTITION - <br />T CONSTRUCT PER U.L. #U419 <br />5" NOMINAL WALL THICKNESS <br />CONSTRUCTION BARRIER GENERAL NOTE: <br />(1) LAYER (FOR 1-HOUR) 5/8" FIRE <br />CODED GYP. BD. EACH SIDE OF <br />FRAMING - PAINTED ON OCCUPIED <br />SIDE <br />B <br />A5.10 <br />1. THE CONTRACTOR SHALL OBTAIN AN ICRA BUILDING PERMIT FROM THE HOSPITAL. CONTRACTOR SHALL CONSTRUCT ALL <br />TEMPORARY PARTITIONS AFTER HOURS TO MINIMIZE IMPACT ON HOSPITAL OPERATION. ERECT FIRE RETARDENT ZIPWALL BARRIER <br />PRIOR TO TEMPORARY PARTITION INSTALLATION. <br />2. WHERE AN EXISTING WALL IS NOTED TO SERVE AS A CONSTRUCTION BARRIER, THE GENERAL CONTRACTOR SHALL PROVIDE ABOVE <br />CEILING FIRE RETARDENT VISQUEEN, IN THE EVENT THE WALL DOES NOT EXTEND TO THE BOTTOM OF THE DECK. <br />3. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF 6'-0" CLEAR WIDTH IN ALL CORRIDORS AND PASSAGES ALONG THE FULL LENGTH O <br />THE TEMPORARY CONTRUCTION BARRIER ON OCCUPIED SIDE. <br />4. DOORS AND FRAMES IN TEMPORARY CONSTRUCTION BARRIERS SHALL BE C-LABEL, 45-MINUTE RATED. PROVIDE UL HARDWARE, <br />CLOSER AND POSITIVE LATCHING. LOCKING CONFIGURATION SHALL BE APPROVED IN ADVANCE BY OWNER AND BY ALL AUTHORITIES <br />HAVING JURISDICTION. <br />0 <br />MAX 1/4" SPACE BETWEEN - <br />BOTTOM OF GYP BD & <br />FLOOR. PROVIDE SEALANT <br />IN SPACE (TYP BOTH SIDES) <br />CONTINUOUS BOTTOM 3-5/8" 25GA. <br />MTL. STUD TRACK SECURE TO <br />CONCRETE SLAB WITH POWER <br />ACTUATED FASTENERS MIN. 24" O.C. <br />COMPRESSIBLE INSULATION <br />BARRIER SILL DETAIL B <br />3" = 1'-0" <br />■ <br />Rtudi + <br />California I Florida I Nevada <br />2211 E. 7TH Avenue, Tampa, Florida 33605 <br />P:239.357.4983 AA26002373 <br />Peninsula Engineering, INC. <br />MEP&FP <br />2016 Alden Road Orlando, FL 32803 <br />P: 407.246.1688 <br />F: 407.246.1664 <br />LBA INTERIORS <br />INTERIOR DESIGNER <br />5650 DTC PARKWAY, SUITE 100 <br />ENGLEWOOD, CO.80111 <br />P:303.773.0436 <br />F:303.773.0053 <br />REVISIONS: <br />1 <br />07/29/2016 <br />AHCA COMMENTS <br />2 <br />11/23/2016 <br />REVISION 1 <br />3 <br />03/10/2017 <br />REVISION 2 <br />ARCHITECT OF RECORD: <br />JOSE A PEREZ, NCARB AIA <br />AR97653 <br />\\O P' <br />Q�< <br />AR97653 <br />0/1 <br />, 1�7 <br />VISQUEEN BARRIER r % <br />WITH PERIMETER SEALED <br />COMPRESSIBLE WITH DUCT TAPE CT TITLE: <br />INSULATION Z HYRH I LLS HEALTH & <br />REHAB CENTER <br />SKILLED NURSING -10 BED <br />COMPRESSIBLE SEAL PERIMETER OF BARRIER CONVERSION <br />INSULATION WITH DUCT TAPE ON BOTH SIDES <br />NOTE: <br />PLASTER TAPE ALL JOINTS, <br />AND SECURE ALL TAPE WITH <br />RAM -TACK HIGH TACK SPRA'4 <br />OR EQUAL <br />PROJECT ADDRESS: <br />7350 DAIRY RD. ZEPHYRHILLS, FL. 33540 <br />PROJECT NUMBER: <br />FLTSP15008 <br />SHEET TITLE: <br />PARTITION TYPES <br />PARTITION TYPE 4 4 BARRIER HEAD DETAIL A <br />1 1/2" = 1'-0" 3" = 1'-0" <br />A5m10 <br />© 2015 Studio+ <br />