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E
<br />U �
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<br />1 2 3 4 5 6
<br />STRUCTURAL DECK STRUCTURAL DECK STRUCTURAL DECK STRUCTURAL DECK
<br />TOP TRACK TOP TRACK STRUCTURAL DECK
<br />SOUND ATTENUATION
<br />SAB RETAINER STRAP Ca) BATTS (SAB) PER SOUND ATTENUATION
<br />24"O.C. 1"x20 GA. SAB RETAINER STRAP @ SCHEDULE. BATTS (SAB) PER
<br />CONT. SHEET METAL 24" O.C. 1"X20 GA. SCHEDULE
<br />CONT. SHEET METAL - — — — — — — CEILING LINE — — — — — —� CEILING LINE CEILING LINE
<br />(0
<br />CEILING LINE CEILING LINE
<br />SOUND ATTENUATION SOUND ATTENUATION 5/8 GWB BOTH SIDES METAL STUDS, SIZE PER SCHEDULE
<br />BATTS (SAB) PER BATTS (SAB) PER
<br />SCHEDULE. SCHEDULE. METAL STUDS, SIZE
<br />PER SCHEDULE 5/8" GWB
<br />E 5/8" ACOUSTICALLY ENHANCED E
<br />5/8" GWB BOTH SIDES 5/8" GWB BOTH SIDES GWB BOTH SIDES
<br />(ONE SIDE CONTINUOUS — FACE OF COLUMN OR
<br />WALL (NEW OR EXIST) Chapuls design group
<br />METAL STUDS, SIZES PER
<br />TO STRUCTURE) � architecture a
<br />I wl
<br />SCHEDULE METAL STUDS, SIZES \ METAL STUDS, SIZE p
<br />PER SCHEDULE ACOUSTICAL SEALANT PER SCHEDULE
<br />ACOUSTICAL SEALANT 510 VONDERBURG DR. SUITE 21
<br />ACOUSTICAL SEALANT BOTH SIDES ACOUSTICAL SEALANT BOTH SIDES
<br />BOTH SIDES BRANDON, FL 33511
<br />BOTH SIDES Tel. 813-667-2340
<br />FLOOR LINE FLOOR LINE FLOOR LINE FLOOR LINE �� FLOOR LINE CGDPA - FL # AA-26003049
<br />exp U.S. Services Inc.
<br />t: +1.407.660.0088 f: +1.407.660.1655
<br />2601 Westhall Lane
<br />Maitland, FL 32751
<br />USA
<br />www.exp.com •� h
<br />Project #: 21000928 i
<br />Cert of Auth: 29701
<br />NON -FIRE RATED WALL A NON -FIRE RATED WALL, SMOKE TIGHT B 1-HOUR WALL C HIGH STC, NON -FIRE RATED WALL U STUD FURRING R
<br />ex 0
<br />NTS NTS NTS NTS NTS
<br />STUD
<br />FIRE -RESISTANCE
<br />SOUND ATTENUATION
<br />STUD
<br />FIRE -RESISTANCE
<br />SOUND ATTENUATION
<br />STUD
<br />FIRE -RESISTANCE
<br />SOUND ATTENUATION
<br />STUD
<br />FIRE -RESISTANCE
<br />SOUND ATTENUATION
<br />STUD
<br />FIRE -RESISTANCE
<br />SOUND ATTENUATION
<br />MARK
<br />SIZE
<br />FIRE RATING
<br />TEST
<br />SAB
<br />STC
<br />TEST
<br />MARK
<br />SIZE
<br />FIRE RATING
<br />TEST
<br />SAB STC TEST
<br />MARK
<br />SIZE
<br />FIRE RATING
<br />TEST
<br />SAB STC TEST
<br />MARK
<br />SIZE
<br />FIRE RATING
<br />TEST
<br />SAB
<br />STC
<br />TEST
<br />MARK
<br />SIZE
<br />FIRE RATING
<br />TEST
<br />SAB STC TEST
<br />A
<br />3 5/8"
<br />-
<br />-
<br />3 1 /2"
<br />57
<br />RAL TL06-334
<br />U
<br />3 5/8"
<br />-
<br />-
<br />3 1 /2"
<br />55
<br />TL-06-336
<br />... 4..•°. a-.. •a - a • _ a _ �.• • °- . - . , a n° -¢ •a°- °� e° P° SPRAY -APPLIED
<br />FIRE -RESISTIVE
<br />° MATERIAL
<br />a , (BERM)
<br />g; , o-° :. a o-/ I �• EXISTING METAL
<br />q I I I j ram. I I I I REMOVE EXISTING STUDS IN EXISTING
<br />°00 GWB SOUND AND _ a I I I I (I I I I I I I METAL STUDS ABOVE SMOKE TIGHT
<br />D o CUT ONE LAYER GWB TO 77
<br />o -`' SMOKE CLOSURE = LO HEADER. GYPSUM ASSEMBLY. D
<br />FOLLOW PROFILE OF DECKING. STRIP SECURE TO I o o I I I I J I— — J L I 1 I NOTE: THIS IS TO —.I I __. _i I _ NOTE: THIS IS NOT A
<br />BECOME A 1-HOUR FIRE RATED WALL
<br />o SEAL CONTINUOUSLY WITH o STRUCTURE AND SEAL - 1 '-' 2"x20 GA o I I I I'T' — — — — -Ti I I I C3
<br />ACOUSTICAL SEALANT. WITH ACOUSTICAL o STRAPS @ 16" 20 GA Z-BARS FIRE RATED WALL z :.ter:'_ : -,
<br />SEALANT O.C. = TO I I III I I I i Uj v,' ,.� NEW GYPSUM TO BE
<br />ACOUSTICAL SEALANT ;' ~
<br />,:1=j;`- -- [ ; INSTALLED OVER EXISTING
<br />ACOUSTICAL SEALANT ACCOMMODATE JAMB STUD
<br />BOTH SIDES SFRM °.,
<br />SLOTTED TOP FILL FLUTE VOID W/ ( } I I I III REMOVE EXISTING HEADER '
<br />TRACK I F, SAB II III III Ii N ZI =
<br />- - SLOTTED TOP I - ACOUSTICAL _ METAL STUD TRACK
<br />TRACK I I SEALANT (BOTH ( w C," PROJECT FOR
<br />STUD I I 11 I I �( (I :,. •.. `: ,`,. TAPE AND MUD NEW
<br />REMOVE EXISTING JAMB GYPSUM INTEGRAL WITH
<br />SIDES) I I I I i III , ¢ ADVENT HEALTH
<br />STUD I STUDS wl '. EXISTING GYPSUM FOR A
<br />SAB I _1=.,
<br />SAB I I { III I ({ x SMOKE TIGHT ASSEMBLY,
<br />TYP. ALL EDGES Z E P HYR H I L LS
<br />GWB GWB `I NEW INTERIOR 3 5/8", u
<br />G
<br />I 22 GAGE, METAL
<br />I i t III III I I I I a.=:,_,�_•:-•.-;;_:,"-•-,,;,_._->,,,',��, I
<br />CONCRETE SLAB METAL DECK METAL DECK STEEL BEAM I I I I III III 1'1 "'.,t -` STUDS, MAX. 16" O.C.
<br />(PERPENDICULAR TO FLUTES) (PARALLEL TO FLUTES) ''-`' .rt - ;
<br />5/8" GYPSUM, BOTH
<br />SIDES OF ASSEMBLY
<br />DETAIL B1 - "SMOKE PARTITIONS AND SOUND -CONTROL WALLS"- ADDITIONAL NOTES: ( {,�;'; ;,_,' .,_f•- - UROLOGY SUITE
<br />1. UPGRADE TO DETAIL "Al" WHERE WALL IS DESIGNATED WITH A FIRE -RESISTANCE RATING. SEAL GYPSUM TO FLOOR, RENOVATION
<br />2. FILL VOIDS WITH SOUND ATTENUATION BATTS (SAB). I I I ( III III `:,,.: , _ _.:;`;;= =• ; "' '�:, TYP, BOTH SIDES TO INHIBIT
<br />3. SOUND WALLS AND SMOKE PARTITIONS REQUIRE THAT AT LEAST ONE LAYER OF GWB BE CUT TO FOLLOW UNDULATING SURFACES OF SUPERSTRUCTURES I - (=j.'_, ; ,r ,'. PASSAGE OF SMOKE
<br />INCLUDING BUT NOT LIMITED TO FLUTES METAL DECKING. JOINT GWB TO SUPERSTRUCTURE WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT. I — — I I — —III III — _ _�'; ;°`,;, ` _ METAL STUD TRACK
<br />4. BUILDING CODE REQUIRES THAT SMOKE PARTITIONS BE SEALED TO STRUCTURE AS INDICATED TO SUCCESSFULLY "....LIMIT THE PASSAGE OF SMOKE.,... I -_:
<br />D1 HEAD -OF -WALL CONDITIONS - STUD WALLS - SMOKE PARTITIONS AND SOUND CONTROL WALLS D5 DOOR INFILL - EXISTING - RATED WALL -DEMO D6 DOOR INFILL - UNRATED WALL 7050 Gall Blvd.
<br />3 1 0 1/2 - 1 0 1/2 - 1 0
<br />Zephyrhills, FL 33541
<br />CONT TREATED WOOD
<br />BLOCKING: 2x6 FOR
<br />ps CASEWORK, PER DETAIL
<br />��' FOR EQUIPMENT I I I I I( EXISTING METAL
<br />GO 4�' I I 11 STUDS IN EXISTING
<br />�� II II 11 11 I II NOTEUTIHISSS OLY. C
<br />C
<br />I I I I I I I 1( BECOME A l-HOUR
<br />10-24 x 1 1/2" WOOD FIRE RATED WALL Adviunt Hmmealth
<br />SCREWS (6 PER PIECE z -�'�'a
<br />OF BLOCKING) I QI _ rf)l_:
<br />TREATED WOOD I I d : ,
<br />METAL STUDS AT BLOCKING - CUT TAPE AND MUD NEW
<br />TYPE 1 BACKING PLATE 16 OC MAX TO FIT METAL STUD CLOSE OPEN ''1; '_" „ ' ;G•f'-; GYPSUM INTEGRAL WITH AHCA CLIENT CODE I FILE NUMBER: 23/100046-126
<br />N ZI '.` _ I (I EXISTING GYPSUM FORA 1-
<br />CONNECTOR PLATE (OVERLAP HVAC WITH 6 MIL. STRUCTURAL DECK '- w ' _ �_ �''_ =; V ,..: ` :=k' ' - HOUR FIRE RATED
<br />AT CONTINUOUS BACKING SHALL BE USED FOR ANCHORAGE OF POLY AND SEAL I ` '`, _ _ I I ASSEMBLY, TYP. ALL
<br />k RUNS) THE FOLLOWING: WITH DUCT TAPE I I_- `^ ^ �`�' I
<br />k GAS CYLINDER BRACKETS — — — — — _ _ — I �"- = ` ` ' � - EDGES. SIM U465
<br />ISOMETRIC VIEW PLAN VIEW I I <I I
<br />SINKS -' NEW INTERIOR 3 5/8",
<br />METAL STUD FRAMING AND �
<br />SPACING PER PARTITION L _ _ _ _ _ _ _ _ CEILING LINE
<br />TYPE URINALS I I _ j• _ ,, - I 22 GAGE, METAL
<br />,F.i - `z ''''=.f-C;" STUDS, MAX. 16" O.C.
<br />x SHIM TO MATCH LEAD THICKNESS - •/ � FLOOR TO DECK.
<br />x o DRESSING BENCH (�2 ISOMETRIC & TYPICAL WALL BACKING I I=_:i'-:t .'
<br />GRAB BARS v 3/4" = 1'-0" 3 5/8" NON -LOAD I I - I UNINTERRUPTED
<br />HANDRAILS BEARING WALL t r___;,('I,' -= ,'_,' ; "C.F- _" 5/8" GYPSUM, BOTH
<br />ADJUSTABLE WALL HUNG COUNTER FRAMING SYSTEM I I i I SIDES OF ASSEMBLY
<br />METAL STUDS BEHIND GWB =;� `;_,;'-
<br />FIRE RATED HEAVY DUTY SEAL GYPSUM TO FLOOR,
<br />FLEXIBLE WOOD BACKING PLATE - - -
<br />SYSTEM 2" MAX, ®r_
<br />5/8"GWB, TYPE'X', BOTH SIDES I -� "�' •-��;::-.-�:'':,;; ;��-`�=>,•� TYP. BOTH SIDES TO INHIBIT
<br />2" MAX. 1" MIN. -- PASSAGE OF SMOKE
<br />ULTIMATE LOADS ON BACKINGCAL SECTION I I ,','' .`'' ,'• ?'_`,; ,: METAL STUD TRACK
<br />STUD SPACING PACK WITH THERMEFIBER SAFING — — — — — �'='-
<br />VERTICAL LATERAL AT MANUFACTURED DENSITY WITH FILL WALL CAVITY WITH 2 APR 14, 2021 ASI No. 1- AHCA & OWNER REVISIONS
<br />NO VOIDS OR GAPS R19 312" BATT INSULATION
<br />TYPE 1 16" O.C. 800 LBS 500 LBS O O O m=_ DOOR INFILL - RATED W ALL 1 MARCH 17, 2021 AHCA STAGE 3 DOCUMENT SET
<br />MARK DATE DESCRIPTION
<br />24" O.C. 725 LBS 425 LBS CONSTRUCTION OCCUPIED C6 1/2" = 1'-0"
<br />48" MAX.. _� T SIDE SIDE PROJECT NUMBER 042-20-164.01
<br />r METAL RUNNERS ORIGINAL ISSUE MAR. 17, 2021-
<br />MULTIPLE CONDUIT / PIPE PENETRATIONS
<br />II WL 8071 ONE OR TWO LAYER OF DRYWALL
<br />CONTINUOUS SEALANT PROJECT MANAGER TEC
<br />ALTERNATE 1: BLOW-OUT ONE BOTH SIDES PROJECT DESIGNER TEC
<br />THREE #10 LOW PROFILE
<br />TYPE 2 BACKING PLATE SIDE OF WALL TAPE &JOINT
<br />�S. I STUD, T DBMS AT EACH SHALL BE USED THE FOLLOWING: OR ANCHORAGE OF COMP. DRYWALL OR SEALANT FLOOR LINE PROJECT ARCHITECT THOMAS E. CHAPUIS - AR97109
<br />B I �/ I x l PACK WITH _
<br />B LANDSCAPE ARCHITECT N/A
<br />II II II II x THERMAFIBER SAFING
<br />= BASE CABINETS
<br />k AT MANUFACTURED METAL RUNNERS 1 CIVIL ENGINEER N/A
<br />METAL STUD FRAMING AND ° FULL HEIGHT CABINETS
<br />!I Il II SPACING PER PARTITION DENSITY WITH NO • USE DUCT TAPE TO SEAL ALL PIPE AND DUCT
<br />xl TYPE ° WALL MOUNTED CABINETS VOIDS OR SECTION PENETRATIONS OF PARTITION & POLY BARRIER. STRUCTURAL ENGINEER N/A
<br />II II I ALTERNATE 2: i FACE TO BE
<br />GUARDRAILS GAPS RATING INFORMATION 2 MECHANICAL ENGINEER N/A
<br />{{ x I ( I SEALED WITH DRYWALL, SEALANT • SEAL ALL JOINTS WITH PLASTER TAPE SECURED BY THIS SHEET ISSUED
<br />DOUBLE STUD FRAMING WHEN ° TOILET PARTITIONS OR TAPE AND JOINT COMPOUND. FIRE RATING - 1 HOUR RAM -TACK, HIGH TACK SPRAY OR EQUIVALENT.
<br />II II (I LOADING OCCURS ON BOTH
<br />II I{ II SIDES AND EXCEED ALLOWABLE TOILET COUNTERTOPS NOTE: OVER 1 GAP REQUIRES A STC RATING - 45-49 IN ITS ENTIRETY ELECTRICAL ENGINEER NIA
<br />LOAD SHOWN BELOW ° ELECTRICAL PANELS TYPICAL SECTION
<br />BLOW-OUT PATCH BASED ON UL-465 • FINISH OCCUPIED WALL SIDE WITH GLOSS PAINT. INTERIOR DESIGNER TEC
<br />II II ALTERNATEI OR 2 MAY BE USED ON EITHER SIDE OF EQUIPMENT PLANNER N/A
<br />16 GA. X 6" RUNNER TRACK ° HEADWALLS
<br />II II X 1-1/4" LEG NOTCHED AROUND WALL. ONE SIDE OF PENETRATION MAY REMIAN OPEN. DRAWN BY SDL
<br />STUDS, EXTEND TO (1) STUD ° UPPER WALL -HUNG SYSTEM
<br />BEYOND EQUIP. ATTACHMENT PT. FURNITURE PARTITION TYPE - TEMPORARY 1 HOUR FIRE
<br />CABINETS
<br />BACKING PLATE BOTH SIDES SYSTEM FURNITURE "PANEL" THAT IS 5 1 1/2" = V-0" I RUNNER
<br />STUDS
<br />W.O. REQUIRED TO BE MOUNTED TO A MULTIPLE PIPE P E N ET RATION 1 WALL B2 —110
<br />CHANNELS, TYP.
<br />1" = V-0"ISM 7SI GYPSUM PATCH ( BUTTER
<br />ALLOWABLE LOADS ON BACKING BACK SIDE OF SURFACE)
<br />BACKING _ ANNULAR OPENING
<br />TYPE 2 VERTICAL LATERAL A A / ISM — �s — JSI IN PARTITION
<br />6" X 16 GA. TRACK 220 LBS 200 LBS /' I' — — —I' I AROUND PIPE OR
<br />CONDUIT GREATER
<br />A - 3„) I I THAN 3" DIA � • �Ir�
<br />TYPE 3 BACKING PLATE I I I I BOARD CUT GYPSUM TIGHT TO V� V
<br />SHALL BE USED FOR ANCHORAGE OF — —
<br />PIPEIOT MUD
<br />/ TWO #8 LOW PROFILE PAN THE FOLLOWING: AND TAPE
<br />HEAD SMS AT EACH STUD,
<br />k TYP. ° TOILET AND BATH ACCESSORIES _ HOLES OVER 3" DIA EDGES
<br />ICI ° TELEPHONES A LA / —
<br />DO NOT REMOVE I GWB PATCH- BUTTER
<br />METAL STUD FRAMING AND ° BULLETIN BOARDS SECTION A -A
<br />SPACING PER METAL STUD COMPOUND � BACKSIDE SURFACE. DO
<br />PARTITION TYPE ° MIRRORS NOTE: SECTION A -A A \\\ I I— — — — —1 I ( NOT REMOVE JOINT
<br />x I EDGES
<br />AT ISI— — — �s EDGE COMPOUND DISPLACED AT PARTITION
<br />° EXAM LIGHTS 1. FOR FIRE RATING OF 1,2,3 & 4 HOURS NOTE: GENERAL
<br />8"-16"X 18GA. MIN. HIGH 2. REFER TO FULL SYSTEM DESCRIPTION W-L-1001 1. FOR FIRE RATING OF 1& 2 HOURS i
<br />METAL ° DIRECTORIES SECTION A -A I TYPE 'G' SCREWS MIN. 2
<br />PLATE, EXTEND TO (1) STUD 2, REFER TO FULL SYSTEM DESCRIPTION W-L-1 NOTE: ISI— — <3" _ SI J PER SECTION. LEAVE TYPES, DETAILS AND
<br />BEYOND EQUIPMENT ° CHART RACKS PARTIAL SYSTEM DESCRIPTION: _ _ 1111
<br />ATTACHMENT POINT ° LIQUID CHALK BOARDS A. STEEL PIPE: NOM. 24" DIA. OR SMALLER SCHED 10 OR PARTIAL SYSTEM DESCRIPTION: 1. FOR FIRE RATING S 1 & 2 HOURS _ EXPOSED
<br />HEAVIER A.STEEL PIPE: NOM. 12" DIA. OR SMALLER SCHED 10 OR 2, REFER TO FULL SYSTEM DESCRIPTION W-L-5001 � I • (— � • ANNULAR OPENING IN NOTES
<br />LITERATURE RACKS PARTITION AROUND PIPE
<br />A B.IRON PIPE: 24" DIA OR SMALLER SERVICE WEIGHT OR HEAVIER PARTIAL SYSTEM DESCRIPTION: I OR CONDUIT 3" DIA OR A
<br />MAGAZINE RACKS HEAVIER CAST IRON PIPE, NOM. 12 DIA OR B.IRON PIPE: 12" DIA OR SMALLER SERVICE WEIGHT OR
<br />BACKING PLATE BOTH SIDES " A.STEEL PIPE: NOM. 12" DIA. OR SMALLER SCHED 10 OR I I I I LESS
<br />W.O. ° SIGNAGE
<br />SMALLER CLASS 50 OR HEAVIER DUCTIILE IRON HEAVIER CAST IRON PIPE, NOM. 12 " DIA OR HEAVIER HOLES UP TO 3" DIA
<br />° SUPPORT FOR MEMBRANE PRESSURE PIPE SMALLER CLASS 50 OR HEAVIER DUCTIILE IRON B.COPPER TUBING: NOM. 6" DIAM OR SMALLER TYPE L OR
<br />PAN SHOWER
<br />INER C.CONDUIT: NOM. 6" DIA. OR SMALLER STEEL CONDUIT PRESSURE PIPE HEAVIER COPPER TUBING
<br />OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL C.CONDUIT: NOM. 4" DIA. OR SMALLER STEEL CONDUIT C. COPPER PIPE: NOM. 6" DIA OR SMALLER REGULAR OR BLOW-OUT PATCH
<br />METAL TUBING OR NOM. 4" DIAM OR SMALLER STEEL ELECTRICAL HEAVIER COPPER PIPE ONLY 1 LAYER ON EACH SIDE OF WALL REMOVED REQUIRED FOR 1 OR 2 HOUR WALLS
<br />D.COPPER TUBING: NOM. 6" DIAM OR SMALLER TYPE L OR METAL TUBING BLOW OUT PATCH IS NOT ACCEPTABLE ON WALLS RATED AT 3 OR 4 HOURS SCALE As indicated
<br />HEAVIER COPPER TUBING D.COPPER TUBING: NOM. 4" DIAM OR SMALLER TYPE L OR
<br />E. COPPER PIPE: NOM. 6" DIA OR SMALLER REGULAR OR HEAVIER COPPER TUBING NOTES:
<br />HEAVIER COPPER PIPE E. COPPER PIPE: NOM. 4" DIA OR SMALLER REGULAR OR 1. BUTTER ENTIRE BACK SIDE OF PATCH WITH JOINT COMPOUND.
<br />F. OTHERS* AS DESCRIBED IN FULL SYSTEM DESCRIPTION HEAVIER COPPER PIPE 2. LEAVE ALL SCREWS EXPOSED
<br />0
<br />M -010
<br />CO
<br />Al BACKING PLATEI A2 SYSTEM W-L1 A3 SYSTEM W-L2 A4 SYSTEM W-L3 A5 BLOW OUT PATCH DETAILSI
<br />y N
<br />3" = V-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1" = 1'-0"
<br />4 5 6 Project Status
<br />:de1 I. i I ul IIIII: :I fill 19 hlmlbw lullldGl In 1141411fix IPI ❑.iGinF iI IJil lV, 1 1 1 h 1 11 1� i I — I I. i I T` 1� 1; T1 I
<br />TYPE 3
<br />BACKING
<br />ALLOWABLE LOADS ON BACKING
<br />VERTICAL
<br />LATERAL
<br />8"-16" X 18 GA. PLATE
<br />15 LBS
<br />5 LBS
<br />
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