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C <br />B <br />A <br />1 � 2 3 4 j 5 6 — <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 />RATING INFORMATION: <br />FIRE RATING - 2 HOUR TEST: NER-258, WHI-495, WHI-694.0300.1 <br />2 HOUR HORIZONTAL ASSEMBLY <br />1 1/2" = V-0" <br />c <br />C7 <br />LL <br />X <br />a <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 />RATING INFORMATION: <br />FIRE RATING - 2 HOUR TEST: NER-258, WHI-495, WHI-694.0300.1 <br />2 HOUR HORIZONTAL ASSEMBLY <br />-- <br />E4 <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 /># <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 />SEE PLAN FOR WALL <br />TYPE (2 HOUR MIN.) <br />WALL BEYOND <br />CEILING LINE <br />RATING INFORMATION: <br />FIRE RATING - 2 HOUR TEST: U.L. Design No. 411, NER-258, WHI-495, WHI-694.0300.1 <br />2 HOUR WALL ASSEMBLY WITH OFFSET <br />SAMPLE NFPA 170 <br />SAMPLE NFPA 170 <br />SAMPLE NFPA 170 <br />RATED WALL ASSEMBY <br />RATED WALL ASSEMBY <br />RATED WALL ASSEMBY <br />DESIGNATION <br />DESIGNATION <br />DESIGNATION <br />TAPE AND MUD <br />WALL WITH RECOGNIZED <br />WALL WITH RECOGNIZED <br />WALL WITH RECOGNIZED <br />` <br />TESTED ASSEMBLY <br />TESTED ASSEMBLY <br />�- <br />TESTED ASSEMBLY <br />NUMBER: I.E. UL 465 <br />= <br />NUMBER: I.E. UL 465 , <br />- <br />NUMBER: I.E. UL 465 , <br />t <br />LEAVE ASSEMBLY <br />_ <br />TAPE AND MUD <br />}� + <br />EXPOSED FOR VIEWING <br />= <br />I <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 />�— <br />2 HOUR SHAFT WALL <br />1 HOUR FIRE AND SMOKE WALL <br />PRIORITY 3 <br />1 HOUR FIRE WALL <br />PRIORITY 4 <br />O 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 WITH <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 />SS THAN <br />6" <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 RATED ASSEMBLIES <br />REGARDLESS OF HOURLY RATING OR VERTICAL OR HORIZONTAL ASSEMBLY <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 <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 />LINE OF STRUCTURE, <br />PARTITION AND BEAM RUN <br />PERPENDICULAR TO DECK <br />SPRAY <br />FIREPROOFING, <br />CONTINUE INTO <br />VOIDS ABOVE THEM <br />FILL VOIDS AT <br />DECK BETWEEN — <br />— — — — <br />GYP BD WITH <br />FIRESAFING <br />CUT GYP BD TO <br />CONFORM TO <br />DECK PROFILE <br />AND SEAL <br />a o <br />CONTINOUSLYUJ <br />l90 <br />RUNNER FASTEN <br />T d <br />I <br />ESS THAN <br />24" O.C. <br />6„ <br />I z <br />l <br />0 <br />RATED PARTITION <br />AS SCHEDULED <br />2"X2"X20GA <br />CONTINUOUS ANGLE <br />RETAINER - SCREW TO <br />STUD <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 />— — — — — — - PARTITION AND BEAM <br />_ RUN PERPENDICULAR <br />TO DECK <br />RUNNER <br />I p <br />SPRAY FIREPROOFING, <br />FASTEN 24" O.C. <br />I x �U_i I <br />CONTINUE INTO VOIDS <br />o <br />ABOVE BEAM <br />IL <br />oaZ <br />I UJ <br />RATED <br />T <br />PARTITION AS I Z I <br />SCHEDULED <br />. <br />FILL CAVITY WITH I I <br />FIRESAFING <br />1 I - <br />2" X 2" X 20 GA <br />CONTINUOUS <br />ANGLE _4j <br />RETAINER - <br />ATTACH TO STRUCTURE AS <br />occi iior-n <br />BOOM SUPPORT DETAIL <br />SUSPENSION SYSTEM <br />COORDINATE WITH VENDOR <br />FOR NEW IF REQUIRED. <br />WIRED TO <br />STRUCTURE ABOVE <br />TO MAINTAIN <br />RIGIDITY OF <br />CHANNEL <br />CONTINUOUS METAL <br />FURRING OVER <br />LENGTH OF CURTAIN <br />TRACK <br />SPACER TUBE <br />#8 X 2.5" SCREWS <br />AT 24" O.C. <br />NOTE: <br />1. CURTAIN TRACK TO BE SUPPORTED INDEPENDENTLY FROM CEILING TILE AND GRID <br />2. ASSEMBLY IS SIMILIAR IN GYPSUM ASSEMBLY CEILING <br />CEILING -CURTAIN TRACK, TYP <br />6" = V-0" <br />LINE OF STRUCTURE 2" x 2" x 20 GA CONTINUOUS <br />ANGLE RETAINER - SCREW TO <br />STUD <br />SEALANT <br />SPRAY FIREPROOFING <br />x <br />W <br />II <br />Q <br />C3c <br />N <br />'' <br />I <br />RUNNER TRACK <br />BEHIND VERTICAL <br />GYP BD JOINTS <br />' <br />20 GA Z-CLIPS AT 2" <br />O.C., ATTACH BEFORE <br />ABUT GYP BD <br />APPLYING SPRAY <br />TIGHTLY TO <br />FIREPROOFMG <br />FIREPROOFING <br />{ I I <br />I <br />RUNNER, FASTEN <br />RUNNER TRACK <br />I I <br />WITH CLIPS <br />BEHIND VERTICAL <br />I I <br />GYP BD JOINTS <br />RATED PARTITION <br />AS SCHEDULED <br />INSULATION AS REQUIRED <br />C3c <br />SECTION AT <br />RATED PARTITION <br />UNDER <br />BEAM <br />1 1/2" = V-0" <br />- - <br />CUT GYP BD TO <br />FILL VOIDS WITH <br />CONFORM TO DECK <br />FIRESAFING <br />PROFILE AND TO <br />TIGHTLY ABUT <br />2 <br />RUNNER FASTEN <br />SPRAY <br />THIS SHEET ISSUED <br />24" O.C. <br />:. <br />FIREPROOFING <br />IN ITS ENTIRETY <br />FILL CAVITY WITH <br />FIRESAFING <br />- - <br />MAX GYP BD CANTILEVER: <br />6" GYP BD MUST <br />= <br />SPAN 2 STUDS MIN. <br />METAL STUD, <br />IN WALL, TYP. L-PARTITION PLANE <br />c <br />E <br />chapuis design group <br />architecture.pa <br />510 VONDERBURG DR. SUITE 216 <br />BRANDON, FL 33511 <br />Tel. 813-667-2340 <br />CGDPA - FL # AA-26003049 <br />exp U.S. Services Inc. <br />t: +1.407.660.0088 f: <br />+1.407.660.1655 <br />2601 Westhall Lane <br />Maitland, FL 32751 <br />USA <br />004 <br />www.exp.com <br />•��i <br />Project #: 21000928 <br />exp. <br />Cert of Auth: 29701 <br />C <br />B <br />PROJECT FOR <br />ADVENT HEALTH - <br />ZEPHYRHILLS <br />UROLOGY SUITE <br />RENOVATION <br />7050 Gall Blvd. <br />Zephyrhills, FL 33541 <br />Adxvq�nt m0mealth <br />AHCA CLIENT CODE / FILE NUMBER: 23/100046-126 <br />2 <br />APRIL 14, 2021 <br />ASI No.1 - AHCA & OWNER REVISIONS <br />1 <br />MARCH 17, 2021 <br />AHCA STAGE 3 DOCUMENT SET <br />MARK <br />DATE <br />DESCRIPTION <br />PROJECT NUMBER <br />042-20-164.01 <br />ORIGINAL ISSUE <br />MAR. 17, 2021 - <br />PROJECT MANAGER <br />TEC <br />PROJECT DESIGNER <br />TEC <br />PROJECT ARCHITECT <br />THOMAS E. CHAPUIS - AR97109 <br />LANDSCAPE ARCHITECT <br />N/A <br />CIVIL ENGINEER <br />N/A <br />STRUCTURAL ENGINEER <br />NIA <br />MECHANICAL ENGINEER <br />N/A <br />ELECTRICAL ENGINEER <br />N/A <br />INTERIOR DESIGNER <br />TEC <br />EQUIPMENT PLANNER <br />N/A <br />DRAWN BY <br />SDL <br />GENERAL <br />PARTITIONS DETAILS <br />A <br />As indicated <br />Q SECTION AT RATED PARTITION SECTION AT RATED PARTITION SECTION AT RATED PARTITION SECTION AT RATED PARTITION' <br />ADJACENT TO BEAM ADJACENT TO BEAM ADJACENT TO BEAM - W/ALT PERPENDICULAR TO BEAM G=020 <br />o Al 1 1/2 - 1 0 A2 1 1/2 - 1 0" A3 1 1!2" = 1'-0" A4 1 1/2" = V-0" <br />.- <br />r'n N <br />- -- <br />N N <br />1 2 3 4 5 6 Project Status <br />I <br />Ii r Ln,Tri <br />