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- -_-_l _ -__-. .1 .._.!_ _ I _ _ l I <br />1 2 3 4 5 6 <br />E <br />C <br />B <br />A <br />LINE OF STRUCTURE, <br />PARTITION AND BEAM <br />RUN PERPENDICULAR <br />TO DECK <br />SPRAY FIREPROOFING, <br />CONTINUE INTO VOIDS <br />ABOVE THEM <br />FILL VOIDS AT <br />DECK BETWEEN <br />GYP BD ITH <br />FIRESAFING <br />CUT GYP BD TO <br />CONFORM TO DECK <br />PROFILE AND SEAL <br />CONTINOUSLY <br />RUNNER FASTEN <br />24" O.C. <br />RATED PARTITION <br />AS SCHEDULED <br />SECTION AT RATED PARTITION <br />ADJACENT TO BEAM <br />ATTACH TO STRUCTURE AS <br />n��l noon <br />J-RUNNER <br />DUCT WORK <br />WHERE OCCURS <br />2 1/2" (MIN) C-H STUDS <br />GAUGE AS REQ'D BY <br />TEST # <br />1" SHAFTWALL <br />LINER PANEL <br />2 LAYERS 5/8" GWB <br />(@ VERTICAL PLANE) <br />J-RUNNERS <br />3 LAYERS 5/8" GWB <br />(@ HORIZONTAL <br />PLANE) <br />J-RUNNER <br />DUCT WORK <br />WHERE OCCURS <br />2 1/2" (MIN) C-H STUDS <br />GAUGE AS REQ'D BY <br />TEST # <br />1" SHAFTWALL <br />LINER PANEL <br />2 LAYERS 5/8" GWB <br />(@ VERTICAL PLANE) <br />J-RUNNERS <br />3 LAYERS 5/8" GWB <br />(@ HORIZONTAL <br />PLANE) <br />J-RUNNER <br />DUCT WORK <br />WHERE OCCURS <br />2 1/2" (MIN) C-H STUDS <br />GAUGE AS REQ'D BY TEST <br />I SHAFTWALL <br />LINER PANEL <br />2 LAYERS 5/8" GWB <br />(@ VERTICAL PLANE) <br />J-RUNNERS <br />3 LAYERS 5/8" GWB <br />(@ HORIZONTAL <br />PI AnIC1 <br />SEE PLAN FOR WALL <br />TYPE (2 HOUR MIN.) <br />WALL BEYOND <br />CEILING LINE <br />RATING INFORMATION: RATING INFORMATION: <br />FIRE RATING - 2 HOUR TEST: NER-258, WHI-495, WHI-694.0300.1 FIRE RATING - 2 HOUR TEST: NER-258, WHI-495, WHI-694.0300.1 RATING INFORMATION: <br />FIRE RATING - 2 HOUR TEST: U.L. Design No. 411, NER-258, WHI-495, WHI-694.0300.1 <br />2 HOUR HORIZONTAL ASSEMBLY E3 �JVqYR HORIZONTAL ASSEMBLY �!VqYR WALL ASSEMBLY WITH OFFSET <br />11/2 =1-0 <br />80% AHCA REVIEW STAGE 100% AHCA REVIEW STAGE <br />SAMPLE NFPA 170 SAMPLE NFPA 170 SAMPLE NFPA 170 <br />RATED WALL ASSEMBY RATED WALL ASSEMBY r' RATED WALL ASSEMBY _ <br />DESIGNATION DESIGNATION = DESIGNATION TAPE AND MUD <br />WALL WITH RECOGNIZED WALL WITH RECOGNIZED 1/2 WALL WITH RECOGNIZED 1/2 <br />TESTED ASSEMBLY TESTED ASSEMBLY TESTED ASSEMBLY <br />NUMBER: I.E. UL 465 NUMBER: I.E. UL 465 NUMBER: I.E. UL 465 , <br />EXPOSED FOR VIEWINGLEAVE ASSEMBLY I I TAPE AND MUD i I Ii <br />NOTE: <br />1. CONSTRUCT BASIC GYPSUM COMPONENTS OF HIGH PRIORITY / TESTED <br />ASSEMBLY PRIOR TO BUILDING LESSER PRIORITY WALL <br />WALL PRIORITY LEGEND <br />2 HOUR FIRE / SMOKE WALL <br />PRIORITY 1 / HIGHEST <br />2 HOUR FIRE WALL <br />PRIORITY 2 <br />2 HOUR SHAFT WALL <br />1 HOUR FIRE AND SMOKE WALL <br />PRIORITY 3 <br />1 HOUR FIRE WALL <br />PRIORITY 4 <br />0 HOUR / NON -RATED WALL <br />PRIORITY 5 / LOWEST <br />HIGH PRIORITY WALL SCHEMATIC <br />3" = V-0" <br />FILL VOIDS AT <br />DECK BETWEEN <br />GYP BD ITH <br />FIRESAFING <br />CUT GYP BD TO <br />CONFORM TO <br />DECK PROFILE <br />AND SEAL <br />CONTINOUSLY <br />RUNNER FASTEN <br />24" O.C. <br />RATED PARTITION <br />AS SCHEDULED <br />LINE OF STRUCTURE, <br />PARTITION AND BEAM RUN <br />PERPENDICULAR TO DECK <br />SPRAY <br />FIREPROOFING, <br />CONTINUE INTO <br />VOIDS ABOVE THEM <br />J L <br />2"X2"X20GA <br />CONTINUOUS ANGLE <br />RETAINER - SCREW TO <br />STUD <br />SECTION AT RATED PARTITION <br />ADJACENT TO BEAM <br />LEAVE ASSEMBLY <br />EXPOSED FOR VIEWING <br />NOTE: <br />1. LEAVE EDGES OF GYPSUM ASSEMBLY EXPOSED FOR VIEWING AT 80% <br />AHCA REVIEW. STATE WISHES TO SEE EDGE OF GYPSUM INTERRUPTING <br />GYPSUM FROM LESSER PRIORITY WALL <br />2. EXPOSED GYPSUM EDGES EXPOSED APPLIES TO ALL REATED ASSEMBLIES <br />REGARLESS OF HOURLY RATING OR VERTICAL OR HORIZONTAL ASEMBLY <br />CORNER BEAD <br />TAPE AND MUD <br />NOTE: <br />1. CONDITION SHOWN ABOVE REPRESENTS ASSEMBLY AT COMPLETION <br />2. INSTALLATION OF CORNER BEAD AT MID -WALL CONDITION WILL REQUIRE <br />ADDITIONAL'FLOAT' FOR WALL PREP TO HIDE SURFACE VARIANCE DUE TO <br />CORNER BEAD <br />WALL PRIORITY NOTES <br />1. SCHEDULE ALL WORK TO ALLOW FOR CONSTRUCTION OF HIGH PRIORITY WALL PRIOR TO LESSER PRIORITY WALLS <br />2. IF ALLOWING AHJ TO VIEW THE UNFINISHED EDGES OF HIGH RIORITY WALLS IS NOT FEASIBLE, CONTRACTOR SHALL PHOTOGRAPH <br />THE INSTALLED CONDITION AT THE FOLLOWING PHASES OF CONSTRUCTION: <br />A. INSTALLATION OF GYPSUM SUCH THAT THE EXPOSED EDGE CAN BE CLERLY SEEN FROM SLAB TO DECK ABOVE <br />B. INSTALLATION OF CORNER BEAM PRIOR TO TAPE AND MUD FROM SLAB TO DECK ABOVE <br />3. ALL HIGH PRIORITY WALLS SHALL BE STENCILED FOR VIEWING AT THE 80% AHCA INSPECTION <br />LINE OF STRUCTURE <br />SPRAY FIREPROOFING <br />20 GA Z-CLIPS AT 2" <br />O.C. ATTACH BEFORE <br />APPLYING SPRY <br />FIREPROOFING <br />ABUT GYP BD <br />TIGHTLY TO <br />FIREPROOFING <br />RUNNER, FASTEN <br />WITH CLIPS <br />RATED PARTITION <br />AS SCHEDULED <br />INSULATION AS REQUIRED <br />SECTION AT RATED PARTITION <br />UNDER BEAM <br />1 1/2" = V-0" <br />LINE OF STRUCTURE - <br />- — — — — — <br />— — — — <br />— — — — — - <br />PARTITION AND BEAM <br />RUN PERPENDICULAR <br />TO DECK <br />RUNNER <br />p I <br />SPRAY FIREPROOFING, <br />FASTEN 24" O.C. <br />= <br />CONTINUE INTO VOIDS <br />ABOVE BEAM <br />I � 0 <br />0- z <br />a. <br />RATED <br />PARTITION AS <br />Z I <br />SCHEDULED <br />I <br />-- <br />FILL CAVITY WITH <br />FIRESAFING <br />_ <br />2" X 2" X 20 GA <br />2"-4" <br />CONTUNUOUS <br />ANGLE <br />RETAINER - <br />`gffb`KI AT <br />RATED PARTITION <br />ADJACENT <br />TO BEAM <br />- W/ALT <br />LINE OF STRUCTURE <br />2" x 2" x 20 GA CONTINUOUS <br />ANGLE RETAINER - SCREW TO <br />STUD <br />SEALANT <br />SPRAY FIREPROOFING <br />� <br />II <br />C3c <br />N <br />I I <br />RUNNER TRACK <br />BEHIND VERTICAL <br />,, <br />GYP BD JOINTS <br />20 GA Z-CLIPS AT 2" <br />ABUT GYP BD <br />O.C., ATTACH BEFORE <br />APPLYING SPRAY <br />TIGHTLY TO <br />FIREPROOFING IREPROOFING <br />RUNNEI RPFSASTEN <br />RUNNER TRACK <br />I <br />WITH CLIPS <br />BEHIND VERTICAL <br />GYP BD JOINTS <br />RATED PARTITION <br />AS SCHEDULED <br />INSULATION AS REQUIRED <br />C3c <br />SECTION AT <br />RATED PARTITION <br />UNDER BEAM <br />1 1/2" = V-0" - - -- <br />FILL VOIDS WITH <br />FIRESAFING <br />RUNNER FASTEN <br />24" O.C. <br />FILL CAVITY WITH <br />FIRESAFING <br />METAL STUD, <br />IN WALL, TYP. PARTITION PLANE <br />SECTION AT RATED PARTITION <br />PERPENDICULAR TO BEAM <br />- CUT GYP BD TO <br />CONFORM TO DECK <br />PROFILE AND TO <br />TIGHTLY ABUT <br />SPRAY EEww��ii <br />MAXPMWEMILEVER: <br />6" GYP BD MUST <br />SPAN 2 STUDS MIN. <br />VI-1-V 11 .V 1 1 1 . <br />SUSPENSION SYSTEM <br />COORDINATE WITH VENDOR <br />FOR NEW IF REQUIRED. <br />BOOM SUPPORT DETAIL <br />chapuis design group <br />architecture.pa <br />510 Vonderburg Drive I Suite 216 Brandon, <br />Florida 33511 1813.667.2340 <br />CGDPA - FL # AA-26003049 <br />expU.S. Services Inc. <br />t: +1.407.660.0088 <br />f: +1.407.660.1655 <br />2601 Westhall Lane <br />Maitland, FL 32751 <br />USA <br />www.exp.com <br />Project #: 21005054 <br />mid• <br />�� <br />Cert of Auth: 29701 <br />• <br />D <br />PROJECT FOR <br />ADVENT HEALTH - <br />ZEPHRYHILLS <br />OPERATING ROOM <br />5-CYSTOSCOPY <br />7050 GALL BLVD. <br />ZEPHYRHILLS, FL 33541 <br />Advent Health <br />AHCA CLIENT CODE ! FILE NUMBER: 23/100046-127-1 <br />PROJECT NUMBER <br />042-21.177.01 <br />ORIGINAL ISSUE <br />MARCH 11, 2021- <br />PROJECT MANAGER <br />TEC <br />PROJECT DESIGNER <br />n/a <br />PROJECT ARCHITECT <br />THOMAS E. CHAPUIS AR 97109 <br />B LANDSCAPE ARCHITECT <br />n/a <br />CIVIL ENGINEER <br />n/a <br />STRUCTURAL ENGINEER <br />n/a <br />MECHANICAL ENGINEER <br />TIMOTHY P. PENNOCK PE 54516 <br />ELECTRICAL ENGINEER <br />CHARLES T. ALEXANDER PE 76422 <br />INTERIOR DESIGNER <br />CDG ARCHITECTURE <br />EQUIPMENT PLANNER <br />n/a <br />DRAWN BY <br />TC <br />PART <br />A <br />GENERAL <br />ITIONS DETAILS <br />SCALE As indicated <br />G=020 <br />1 J 1 1/2" = 1'-0" � l 1 1/2" = 1'-0" � l 1 1/2" = 1'-0" � �T l 1 1/2" = 1'-0" <br />1 2 3 4 5 6 CONTRACT DOCUMENTS <br />