|
SYSTEM NO. HW-D-0178
<br />ASSEMBLY RATING - 1 AND 2 HR
<br />NOMINAL JOINT WIDTH - 1 IN
<br />CLASS II MOVEMENT CAPABILITIES - 18.75% COMPRESSION OR EXTENSION
<br />1. FLOOR ASSEMBLY - THE FIRE RATED FLUTED STEEL DECK/CONCRETE FLOOR ASSEMBLY SHALL BE
<br />CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL FLOOR -CEILING DESIGN
<br />IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:
<br />A. STEEL FLOOR AND FORM UNITS* - MAX 3 IN. DEEP GALV STEEL FLUTED UNITS.
<br />B. CONCRETE - MIN 2-1/2 IN. THICK REINFORCED CONCRETE, AS MEASURED FROM THE TOP PLANE OF THE FLOOR
<br />UNITS.
<br />2. WALL ASSEMBLY - THE 1 OR 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE
<br />CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U400 SERIES WALL AND
<br />PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THEFOLLOWING
<br />CONSTRUCTION FEATURES:
<br />A. STEEL FLOOR AND CEILING RUNNERS - FLOOR AND CEILING RUNNERS OF WALL ASSEMBLY SHALL CONSIST OF
<br />MIN NO. 25 GAUGE GALV STEEL CHANNELS SIZED TO ACCOMMODATE STEEL STUDS. CEILING RUNNER TO BE
<br />PROVIDED WITH MIN 1-1/4 IN. FLANGES. CEILING RUNNER SECURED TO VALLEYS OF STEEL FLOOR UNITS WITH
<br />STEEL FASTENERS OR BY WELDS SPACED MAX 12 IN. OC.
<br />B. STUDS - STEEL STUDS TO BE MIN 3-1/2 IN. WIDE. STUDS CUT 5/8 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT
<br />WITH BOTTOM NESTING IN AND RESTING ON FLOOR RUNNER AND WITH TOP NESTING IN CEILING RUNNER
<br />WITHOUT ATTACHMENT. STUD SPACING NOT TO EXCEED 24 IN.
<br />C. GYPSUM BOARD* - GYPSUM BOARD SHEETS INSTALLED TO A MIN TOTAL THICKNESS OF 5/8 IN. AND 1-1/4 IN. ON
<br />EACH SIDE OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. WALL TO BE CONSTRUCTED AS
<br />SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY, EXCEPT
<br />THAT A NOM 1 IN. GAP SHALL BE MAINTAINED BETWEEN THE TOP OF THE GYPSUM BOARD AND THE BOTTOM OF
<br />THE STEEL FLOOR UNITS AND THE TOP ROW OF SCREWS SHALL BE INSTALLED INTO THE STUDS 1 IN. BELOW THE
<br />BOTTOM OF THE CEILING RUNNER.
<br />THE HOURLY FIRE RATING OF THE JOINT SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL.
<br />3. JOINT SYSTEM - MAX WIDTH OF JOINT (AT TIME OF INSTALLATION OF JOINT SYSTEM) IS 1 IN. THE JOINT
<br />SYSTEM IS DESIGNED TO ACCOMMODATE A MAX 18.75 PERCENT COMPRESSION OR EXTENSION FROM ITS
<br />INSTALLED WIDTH. THE JOINT SYSTEM SHALL CONSIST OF THE FOLLOWING:
<br />A. FORMING MATERIAL* - MIN 4 IN. THICKNESS OF MIN 4 PCF MINERAL WOOL BATT INSULATION CUT TO THE SHAPE
<br />OF THE FLUTED DECK, APPROX 20 PERCENT LARGER THAN THE AREA OF THE FLUTES AND COMPRESSED INTO
<br />FLUTES OF THE STEEL FLOOR UNITS BETWEEN THE TOP OF THE CEILING RUNNER AND THE STEEL DECK AND
<br />COMPRESSED IN THICKNESS TO BE FLUSH WITH VERTICAL LEG OF CEILING RUNNER ON BOTH SIDES. ADDITIONAL
<br />PIECES OF MIN 4 PCF MINERAL WOOL BATT INSULATION ARE TO BE CUT TO THE CONTOUR OF THE FLUTES WITH
<br />AN ADDITIONAL 1-3/8 IN. HIGH SECTION AT THE BOTTOM OF THE SHAPES TO FILL THE 1 IN. GAP BETWEEN THE TOP
<br />OF THE WALLBOARD AND BOTTOM OF THE STEEL FLOOR UNITS. THE ADDITIONAL PIECES OF MINERAL WOOL ARE
<br />TO BE CUT TO MIN 3/4 AND 1-1/2 IN. THICK FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY AND
<br />COMPRESSED AND FIRMLY PACKED INTO THE FLUTES AND THE GAP BETWEEN THE TOP OF THE GYPSUM BOARD
<br />AND BOTTOM OF THE STEEL FLOOR UNITS ON BOTH SIDES OF THE WALL AND COMPRESSED IN THICKNESS TO BE
<br />RECESSED FROM EACH SURFACE OF THE WALL TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL
<br />MATERIAL.
<br />FIBREX INSULATION INC - FBX SAFING INSULATION
<br />OWENS CORNING HT INC, DIV OF OWENS CORNING - SAFING INSULATION/MW
<br />ROCK WOOL MANUFACTURING CO - DELTA SAFING BOARD
<br />THERMAFIBER L L C - TYPE SAF
<br />B. FILL,VOID OR CAVITY MATERIAL* - CAULK - MIN 1/4 IN. THICKNESS OF CAULK INSTALLED ON EACH SIDE OF THE
<br />WALL IN THE FLUTES OF THE STEEL FLOOR UNITS AND BETWEEN THE TOP OF THE WALL AND THE BOTTOM OF
<br />THE STEEL FLOOR UNITS, FLUSH WITH EACH SURFACE OF THE GYPSUM BOARD. AN ADDITIONAL MIN 1/8 IN.
<br />THICKNESS OF CAULK TO OVERLAP ONTO GYPSUM BOARD A MIN 1/2 IN.
<br />MINNESOTA MINING & MFG CO - FIREDAM 150+
<br />*BEARING THE UL CLASSIFICATION MARK
<br />RATED PENETRATION DETAIL
<br />SYSTEM NO. WW-D-0074
<br />DECEMBER 04, 2007
<br />ASSEMBLY RATING - 1 AND 2 HR (SEE ITEM 2)
<br />L RATING AT AMBIENT - 4 CFM/LIN FT
<br />L RATING AT 400OF - 6 CFM/LIN FT
<br />NOMINAL JOINT WIDTH - 3/4 IN.
<br />CLASS 11 MOVEMENT CAPABILITIES - 17% COMPRESSION OR EXTENSION
<br />1. CONCRETE WALL ASSEMBLY - MIN 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150
<br />PCF) STRUCTURAL CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*.
<br />SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF
<br />MANUFACTURERS.
<br />2. GYPSUM WALL ASSEMBLY - THE 1 OR 2 H FIRE -RATED GYPSUM WALLBOARD/STEEL STUD WALL ASSEMBLY
<br />SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U400 SERIES
<br />WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING
<br />CONSTRUCTION FEATURES:
<br />A. STEEL RUNNERS - RUNNERS OF WALL ASSEMBLY SHALL CONSIST OF MIN NO. 25 GAUGE GALV STEEL
<br />CHANNELS SIZED TO ACCOMMODATE STEEL STUDS (ITEM 2B). RUNNER TO BE PROVIDED WITH 1-1/4 IN. FLANGES.
<br />RUNNER SECURED TO CONCRETE WALL ASSEMBLY WITH STEEL CONCRETE FASTENERS SPACED 12 IN. OC.
<br />B. STUDS - STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM) WIDE. STUDS CUT 1/2 TO 3/4 IN. (13 TO 19 MM) LESS IN
<br />LENGTH THAN ASSEMBLY HEIGHT_ STUD SPACING NOT TO EXCEED 24 IN. (610 MM) OC.
<br />C. GYPSUM BOARD* - GYPSUM BOARD SHEETS INSTALLED TO A MIN TOTAL THICKNESS OF 5/8 IN. (16 MM) AND
<br />1-1/4 IN. (32 MM) ON EACH SIDE OF WALL FOR A 1 OR 2 HR RATED ASSEMBLIES, RESPECTIVELY. WALL TO BE
<br />CONSTRUCTED AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE
<br />DIRECTORY, EXCEPT THAT A NOM 3/4 IN. (19 MM) GAP SHALL BE MAINTAINED BETWEEN THE SIDE OF THE
<br />GYPSUM BOARD AND THE FACE OF THE CONCRETE WALL ASSEMBLY.
<br />3. FILL, VOID OR CAVITY MATERIAL* - CAULK - MAX SEPARATION BETWEEN SIDE OF GYPSUM BOARD AND FACE
<br />OF CONCRETE WALL ASSEMBLY IS 3/4 IN. (19 MM). THE JOINT SYSTEM IS DESIGNED TO ACCOMMODATE A MAX 17
<br />PERCENT COMPRESSION OR EXTENSION FROM ITS INSTALLED WIDTH. MIN 5/8 IN. (16 MM) THICKNESS OF FILL
<br />MATERIAL INSTALLED ON EACH SIDE OF THE WALL BETWEEN THE SIDE OF THE GYPSUM BOARD AND THE FACE
<br />OF THE CONCRETE WALL ASSEMBLY, FLUSH WITH EACH SURFACE OF GYPSUM BOARD.
<br />3M COMPANY
<br />3M FIRE PROTECTION PRODUCTS - FD-150+
<br />*BEARING THE UL CLASSIFICATION MARK
<br />UL SYSTEM NO. W-L-2078
<br />XHEZ.W-L-2078
<br />THROUGH -PENETRATION FIRESTOP SYSTEMS
<br />F RATINGS -1 AND 2 HR (SEE ITEM 1)
<br />T RATINGS - 0, 1 AND 2 HR (SEE ITEMS 2 AND 3)
<br />L RATING AT AMBIENT - 3 CFM/SQ FT
<br />L RATING AT 400 F - LESS THAN 1 CFM/SQ FT
<br />1. WALL ASSEMBLY - THE FIRE -RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE
<br />MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300, U400 OR V400 SERIES WALL AND PARTITION
<br />DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE CONSTRUCTION FEATURES NOTED
<br />BELOW:
<br />A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO
<br />CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED MAX 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE AND SPACED
<br />MAX 24 IN. OC.
<br />B. GYPSUM BOARD* - NOM 5/8 IN. THICK GYPSUM BOARD, AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION
<br />DESIGN. MAX DIAM OF OPENING IS 11-1/2 IN.
<br />THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL
<br />ASSEMBLY IN WHICH IT IS INSTALLED.
<br />2. THROUGH -PENETRANTS - ONE NONMETALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED WITHIN THE
<br />FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT
<br />CONTACT) TO MAX 1/2 IN. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY.
<br />THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED:
<br />A. POLYVINYL CHLORIDE (PVC) PIPE - NOM 10 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID -CORE OR CELLULAR
<br />CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING
<br />SYSTEM.
<br />B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 10 IN. DIAM (OR SMALLER) SDR13.5 CPVC PIPE FOR
<br />USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.
<br />C. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE - NOM 6 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID -CORE
<br />OR CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT)
<br />PIPING SYSTEMS
<br />D. FLAME RETARDANT POLYPROPYLENE (FRPP) PIPE - NOM 6 IN. DIAM (OR SMALLER) SCHEDULE 40 FRPP PIPE
<br />FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM.
<br />E. POLYVINYLIDENE FLUORIDE (PVDF) PIPE - NOM 4 IN. DIAM (OR SMALLER) PVDF PIPE FOR USE IN CLOSED
<br />(PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM.
<br />WHEN MAX 6 IN. DIAM PIPE IS USED, T RATING IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL. WHEN NOM 8
<br />IN. OR 10 IN. DIAM PIPE IS USED, T RATING IS 0 HR.
<br />3. FIRESTOP DEVICE* - FIRESTOP COLLAR - FIRESTOP COLLAR SHALL BE INSTALLED IN ACCORDANCE WITH THE
<br />ACCOMPANYING INSTALLATION INSTRUCTIONS. COLLAR TO BE INSTALLED AND LATCHED AROUND THE PIPE AND
<br />SECURED TO BOTH SIDES OF THE WALL USING THE ANCHOR HOOKS PROVIDED WITH THE COLLAR. (MINIMUM TWO
<br />ANCHOR HOOKS FOR 1-1/2 AND 2 IN. DIAM PIPES, THREE ANCHOR HOOKS FOR 3 AND 4 IN. DIAM PIPES, FOUR
<br />ANCHOR HOOKS FOR 6 IN. DIAM PIPES, TEN ANCHOR HOOKS FOR 8 IN. DIAM PIPES AND TWELVE ANCHOR HOOKS
<br />FOR 10 IN. DIAM PIPES). THE ANCHOR HOOKS ARE TO BE SECURED TO THE SURFACE OF WALL WITH 3/16 IN. DIAM
<br />BY 2-1/2 IN. LONG STEEL TOGGLE BOLTS ALONG WITH WASHERS. AS AN ALTERNATE FOR PIPE SIZES OF NOM 4 IN.
<br />DIAM OR LESS, MIN NO. 10 BY 1-1/2 IN. LONG DRYWALL OR LAMINATE SCREWS WITH MIN 3/4 IN. STEEL WASHERS
<br />MAY BE USED. WHEN THE DRYWALL OR LAMINATE SCREW IS USED, T RATING SHALL NOT EXCEED 1 HR.
<br />HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 643 50/1.5"N, CP 643 63/2"N, CP 643 90/3"N, CP 643 110/4"N,
<br />CP 643 160/6"N, CP 644 200/8" ANDCP 644 250/10" FIRESTOP COLLARS
<br />4. FILL, VOID OR CAVITY MATERIAL* - SEALANT - (NOT SHOWN) - MIN 1/2 IN. THICKNESS OF SEALANT APPLIED
<br />WITHIN THE ANNULAR SPACE FOR NOM 8 IN. AND 10 IN. DIAM PIPES, FLUSH WITH EACH SIDE OF WALL. SEALANT IN
<br />ANNULAR SPACE IS OPTIONAL FOR MAX 6 IN. DIAM PIPES. A MIN 1/4 IN. THICKNESS OF SEALANT IS REQUIRED
<br />WITHIN THE ANNULAR SPACE, FLUSH WITH EACH SIDE OF WALL, TO ATTAIN THE L RATINGS FOR MAX 6 IN. DIAM
<br />PIPES.
<br />2 RATED PENETRATION DETA
<br />A-8.3 '
<br />SYSTEM NO.WW-D-0045
<br />NOVEMBER 25, 2003
<br />ASSEMBLY RATINGS - 1, 2 AND 3 HR (SEE ITEM 1)
<br />NOMINAL JOINT WIDTH - 2 IN.
<br />CLASS II MOVEMENT CAPABILITIES - 12.5% COMPRESSION OR EXTENSION
<br />I!
<br />1. WALL ASSEMBLY - NONBEARING 1, 2 OR 3 HR FIRE RATED GYPSUM BOARD/STEEL STUD ASSEMBLY
<br />CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U400-SERIES
<br />WALL
<br />OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING
<br />CONSTRUCTION FEATURES:
<br />A. STUDS - MIN 1-1/2 IN. (38 MM) WIDE STEEL STUDS SPACED MAX 24 IN. (610 MM) OC.
<br />B. GYPSUM BOARD* - THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE
<br />AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U400 SERIES DESIGN IN THE UL FI
<br />RE
<br />RESISTANCE DIRECTORY.
<br />THE HOURLY ASSEMBLY RATING OF THE JOINT SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE
<br />WALL ASSEMBLY IN WHICH IT IS INSTALLED.
<br />2. JOINT SYSTEM - MAX WIDTH OF JOINT (AT TIME OF INSTALLATION OF JOINT SYSTEM) IS 2 IN. (51 MM)
<br />THE JOINT SYSTEM IS DESIGNED TO ACCOMMODATE A MAX 12.5 PERCENT COMPRESSION OR EXTENSION
<br />FROM ITS INSTALLED WIDTH. THE JOINT SYSTEM SHALL CONSIST OF THE FOLLOWING:
<br />A. FORMING MATERIAL* - MIN 4.0 PCF (64 KG/M3) MINERAL WOOL BATT INSULATION INSTALLED IN JOINT
<br />OPENING AS A PERMANENT FORM. PIECES OF BATT CUT TO MIN WIDTH OF 1-3/4, 3, OR 4-1/4 IN. (44,76 OR
<br />108 MM) FOR 1, 2 AND 3 HR RATED ASSEMBLIES, RESPECTIVELY. PIECES OF BATT INSTALLED EDGE -FIRST
<br />INTO JOINT OPENING, PARALLEL WITH JOINT DIRECTION, SUCH THAT BATT SECTIONS ARE COMPRESSED
<br />MIN 50 PERCENT IN THICKNESS AND SUCH THAT THE COMPRESSED BATT SECTIONS ARE RECESSED FROM
<br />BOTH SURFACES OF WALL TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.
<br />FIBREX INSULATIONS, INC. - FBX SAFING INSULATION
<br />ROCK WOOL MANUFACTURING CO. - DELTA BOARD
<br />ROXUL INC. - SAFE
<br />B. FILL,VOID OR CAVITY MATERIAL* - MIN 1/2 IN. (13 MM) THICKNESS OF FILL MATERIAL APPLIED
<br />WITHIN THE JOINT, FLUSH WITH BOTH SURFACES OF WALL.
<br />3M COMPANY - FD-150+
<br />*BEARING THE UL CLASSIFICATION MARKING
<br />UL SYSTEM NO. W-L-1054
<br />METAL PIPE THROUGH GYPSUM WALL ASSEMBLY
<br />F RATING = 1-HR. OR 2-HR.
<br />T-RATING = 0-HR.
<br />L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT.
<br />L-RATING AT 400' = LESS THAN 4 CFM/SQ. FT.
<br />AFRO VIEW
<br />SECTION -A
<br />1. GYPSUM WALL ASSEMBLY (1-HR. OR 2-HR. FIRE -RATING) (2-HR. SHOWN)
<br />2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING. -
<br />A. MAXIMUM 20" DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER)
<br />B. MAXIMUM 6" DIAMETER COOPER PIPE.
<br />C. MAXIMUM 6" DIAMETER STEEL CONDUIT.
<br />E. MAXIMUM 4" DIAMETER STEEL EMT.
<br />3. A. MINIMUM 5/8" DEPTH HILTI FS-ONE FIRESTOP SEALANT =
<br />1 HR. FIRE -RATING.
<br />B. MINIMUM 1-1/4" DEPTH HILTI FS-ONE FIRESTOP SEALANT =
<br />2HR. FIRE -RATING.
<br />4. MINIMUM 1/2" BEAD HILTI FS-ONE FIRESTOP SEALANT AT POINT OF CONTACT.
<br />NOTES: 1. MAXIMUM DIAMETER OF OPENING = 22-1/4"
<br />2. ANNULAR SPACE = MINIMUM 0", MAX. 2-1/4"
<br />INSTALLATION INSTRUCTIONS FOR UL No. wl 1054
<br />STEP 1- PENETRATION: ALL SURFACES MUST BE CLEAN, SOUND DRY AND FROST FREE PRIOR TO
<br />APPLICATION OF FIRES TOPING MATERIALS.
<br />STEP 2- FIRESTOP SEALANT: APPLY A MINIMUM J" OR 1-1/4" DEPTH OF FS-ONE IN THE ANNULAR
<br />SPACE AROUND THE PENETRATING ITEM. TOOL EXCESS SEALANT BEYOND
<br />PERIMETER OF THE OPENING '" ONTO WALL SURFACE. LEAVE COMPLETED
<br />SEAL UNDISTURBED FOR
<br />3 RATED PENETRATION DETAIL
<br />A-8.3 N.T.S.
<br />SYSTEM NO. BW-S-0008
<br />JANUARY 31, 2006
<br />ASSEMBLY RATINGS - 1 AND 2 HR (SEE ITEM 2)
<br />L RATING AT AMBIENT - LESS THAN 1 CFM/LIN FT
<br />L RATING AT 400' F - LESS THAN 1 CFM/LIN FT
<br />JOINT WIDTH - 2 IN. MAX
<br />1. FLOOR ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT
<br />(100-150 PCF OR 1600 2400 KG/M3) STRUCTURAL CONCRETE. FLOOR MAY ALSO BE CONSTRUCTED OF
<br />ANY 6 IN. (152 MM) THICK UL CLASSIFIED HOLLOW CORE PRECAST CONCRETE UNITS*.
<br />SEE PRECAST CONCRETE UNITS CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF
<br />MANUFACTURERS.
<br />2. WALL ASSEMBLY - THE 1 OR 2 HR FIRE -RATED GYPSUM BOARD/STEEL STUD WALL ASSEMBLY
<br />SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U400
<br />OR V400 SERIES WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. IN ADDITION,
<br />THE WALL MAY INCORPORATE A HEAD -OF -WALL JOINT SYSTEM CONSTRUCTED AS SPECIFIED IN THE
<br />HW SERIES JOINT SYSTEMS IN THE UL FIRE RESISTANCE DIRECTORY. THE WALL SHALL INCLUDE THE
<br />FOLLOWING CONSTRUCTION FEATURES:
<br />A. STEEL FLOOR RUNNER - FLOOR RUNNERS OF WALL ASSEMBLY SHALL CONSIST OF MIN NO. 25
<br />GAUGE GALV STEEL CHANNELS SIZED TO ACCOMMODATE STEEL STUDS (ITEM 2C). FLOOR RUNNERS
<br />TO BE PROVIDED WITH FLANGES A MIN OF 1/4 IN. (6 MM) GREATER THAN THE JOINT WIDTH. RUNNERS
<br />SECURED WITH STEEL FASTENERS SPACED 12 IN. (305 MM) OC.
<br />B. STUDS - STEEL STUDS TO BE MIN 3-1/2 IN. (89 MM) WIDE. STUDS CUT 1/2 TO 3/4 IN. (13 TO 19 MM)
<br />LESS IN LENGTH THAN ASSEMBLY HEIGHT WITH BOTTOM NESTING IN, RESTING ON AND FASTENED TO
<br />FLOOR RUNNER WITH SHEET METAL SCREWS. STUD SPACING NOT TO EXCEED 24 IN. (610 MM) OC.
<br />C. GYPSUM BOARD* - GYPSUM BOARD INSTALLED TO A MIN TOTAL THICKNESS OF 5/8 OR 1-1/4 IN. (16
<br />OR 32 MM) ON EACH SIDE OF WALL FOR A 1 OR 2 HR RATED WALL, RESPECTIVELY. WALL TO BE
<br />CONSTRUCTED AS SPECIFIED IN THE INDIVIDUAL U400 OR V400 SERIES DESIGN IN THE UL FIRE
<br />RESISTANCE DIRECTORY, EXCEPT THAT A MAX 2 IN. (51 MM) GAP SHALL BE MAINTAINED BETWEEN
<br />THE BOTTOM OF GYPSUM BOARD AND TOP OF CONCRETE FLOOR.
<br />THE HOURLY FIRE RATING OF THE JOINT SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE
<br />WALL.
<br />3. JOINT SYSTEM - MAX SEPARATION BETWEEN TOP OF FLOOR AND BOTTOM OF GYPSUM BOARD IS 2
<br />IN. (51 MM). THE JOINT SYSTEM CONSISTS OF FORMING MATERIAL AND A FILL MATERIAL, AS FOLLOWS:
<br />A. PACKING MATERIAL - MIN 5/8 AND 1-1/4 IN. 16 AND 32 MM THICKNESS OF MIN 4 PCF 64 KG/ ( ) ( M3)
<br />MINERAL WOOL BATT INSULATION FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. PACKING
<br />MATERIAL TO BE FIRMLY PACKED INTO GAP BETWEEN THE BOTTOM OF THE GYPSUM BOARD AND THE
<br />TOP OF THE CONCRETE FLOOR ON EACH SIDE OF THE WALL, FLUSH WITH EACH SURFACE OF THE
<br />WALL.
<br />B. FILL, VOID OR CAVITY MATERIAL* - MIN 1/16 IN. (1.6 MM) DRY THICKNESS (1/8 IN. OR 3.2 MM WET
<br />THICKNESS) OF FILL MATERIAL SPRAYED OR BRUSHED ON EACH SIDE OF THE WALL TO COMPLETELY
<br />COVER MINERAL WOOL BETWEEN THE BOTTOM OF THE GYPSUM BOARD AND THE TOP OF THE
<br />CONCRETE FLOOR.
<br />3M COMPANY - FIREDAMTM SPRAY 200
<br />*BEARING THE UL CLASSIFICATION MARK
<br />4 RATED PENETRATION DETAIL
<br />A-8.3 N.T.S.
<br />CANADIAN GYPSUM COMPANY - 1/2 IN. THICK TYPE C, IP-X2 OR
<br />2 4
<br />IPC-AR; WRC, 5/8 IN. THICK TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR,
<br />SCX, SHX, WRX OR WRC; 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE
<br />UNITED STATES GYPSUM CO - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR
<br />OR WRC; 5/8 IN. THICK TYPE SCX, SHX, WRX, IP-X1, AR, C, WRC,
<br />FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 IN. THICK TYPES IP-X3 OR
<br />ULTRACODE
<br />USG MEXICO S A DE C V - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR
<br />WRC; 5/8 IN. THICK TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX,
<br />SHX, WRX, WRC OR; 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE
<br />FOR NUMBER OF LAYERS
<br />WHEN ITEM 6B, STEEL FRAMING MEMBERS*, IS USED,
<br />3 3A 4 AND HOURLY RATINGS
<br />NONBEARING WALL RATING IS LIMITED TO 1 HR. MIN. STUD DEPTH
<br />SEE ITEM 4
<br />IS 3-1/2 IN., MIN. THICKNESS OF INSULATION (ITEM 3) IS 3 IN., AND
<br />TWO LAYERS OF GYPSUM BOARD PANELS (1/2 IN. OR 5/8 IN.
<br />1. FLOOR AND CEILING RUNNERS - (NOT SHOWN) - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG
<br />THICK) SHALL BE ATTACHED TO FURRING CHANNELS AS
<br />CORROSION -PROTECTED STEEL, MIN WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN 1 IN. LONG LEGS,
<br />DESCRIBED IN ITEM 5. ONE LAYER OF GYPSUM BOARD PANELS
<br />ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC MAX.
<br />(1/2 IN. OR 5/8 IN. THICK) ATTACHED TO OPPOSITE SIDE OF STUD
<br />WITHOUT FURRING CHANNELS AS DESCRIBED IN ITEM 5.
<br />2. STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL,
<br />4A. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 4) - 5/8 IN.
<br />MIN WIDTH AS INDICATED UNDER ITEM 4, MIN 1-1/4 IN. FLANGES AND 1/4 IN. RETURN, SPACED A MAX OF 24
<br />THICK, 2 FT. WIDE, TONGUE AND GROOVE EDGE, APPLIED
<br />IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT.
<br />HORIZONTALLY AS THE OUTER LAYER TO ONE SIDE OF THE
<br />ASSEMBLY. SECURED AS DESCRIBED IN ITEM 5. JOINT COVERING
<br />3. BATTS AND BLANKETS* - (REQUIRED AS INDICATED UNDER ITEM 4) - MINERAL WOOL BATTS, FRICTION
<br />(ITEM 7) NOT REQUIRED.
<br />FITTED BETWEEN STUDS AND RUNNERS. MIN NOM THICKNESS AS INDICATED UNDER ITEM 4. SEE BATTS
<br />AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES.
<br />CANADIAN GYPSUM COMPANY - TYPE SHX.
<br />3A. BATTS AND BLANKETS* - (OPTIONAL) - PLACED IN STUD CAVITIES, ANY GLASS FIBER OR MINERAL
<br />UNITED STATES GYPSUM CO - TYPE SHX.
<br />WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE BURNING
<br />USG MEXICO S A DE C V - TYPE SHX.
<br />CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES
<br />FOR NAMES OF CLASSIFIED COMPANIES.
<br />5. FASTENERS - (NOT SHOWN) - TYPE S OR S-12 STEEL SCREWS
<br />USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING
<br />4. GYPSUM BOARD* - GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED
<br />CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1 IN. LONG FOR 1/2
<br />VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD
<br />AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK
<br />CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS)
<br />PANELS, SPACED 8 IN. OC WHEN PANELS ARE APPLIED
<br />STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING.
<br />HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND BOTTOM
<br />HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE
<br />EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE APPLIED
<br />STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS
<br />VERTICALLY. TWO LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR
<br />(MULTILAYER SYSTEMS) STAGGERED A MIN OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE 1
<br />1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK
<br />HR, 2 HR, 3 HR AND 4 HR RATINGS ARE AS FOLLOWS:
<br />PANELS, SPACED 16 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2
<br />WALLBOARD PROTECTION ON EACH SIDE OF WALL
<br />IN., 5/8 IN. THICK PANELS OR 2-1/4 IN. LONG FOR 3/4 IN. THICK
<br />RATING MIN STUD DEPTH NO. OF LAYERS & THKNS OF PANEL MIN THKNS OF INSULATION (ITEM 3)
<br />PANELS, SPACED 16 IN. OC WITH SCREWS OFFSET 8 IN. FROM
<br />1 LAYER, 5/8 IN. THICK OPTIONAL
<br />1 3--�
<br />FIRST LAYER. THREE -LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG
<br />1 2 1 LAYER, 1/2 IN. THICK 1-1/2 IN.
<br />FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND
<br />1 A 1 LAYER, 3/4 IN. THICK OPTIONAL
<br />LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED
<br />2
<br />24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN., 5/8 IN. THICK
<br />1 2 LAYERS, 1/2 IN. THICK OPTIONAL
<br />A
<br />PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12
<br />2 2 LAYERS, 5/8 IN. THICK OPTIONAL
<br />IN. OC. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW.
<br />2 3-7 1 LAYER, 3/4 IN. THICK 3 IN.
<br />FOUR -LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 IN., 5/8
<br />3 151-198 3 LAYERS, 1/2 IN. THICK OPTIONAL
<br />IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN.
<br />3 A 2 LAYERS, 3/4 IN. THICK OPTIONAL
<br />LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD
<br />3 A 3 LAYERS, 5/8 IN. THICK OPTIONAL
<br />LAYER- 2-1/4 IN. LONG FOR 1/2 IN. THICK PANELS OR 2-5/8 IN. LONG
<br />4 A 4 LAYERS, 5/8 IN. THICK OPTIONAL
<br />FOR 5/8 IN. THICK PANELS, SPACED 24 IN. OC. FOURTH LAYER-
<br />4 1 4 LAYERS, 1/2 IN. THICK OPTIONAL
<br />2-5/8 IN. LONG FOR 1/2 IN. THICK PANELS OR 3 IN. LONG FOR 5/8 IN.
<br />4 2 9 2 LAYERS, 3/2 IN. THICK 2 IN
<br />THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN.
<br />FROM LAYER BELOW.
<br />6. FURRING CHANNELS - (OPTIONAL, NOT SHOWN, FOR SINGLE OR
<br />6A. STEEL FRAMING MEMBERS (NOT SHOWN)* -
<br />(OPTIONAL ON ONE OR BOTH SIDES, NOT SHOWN, FOR
<br />SINGLE OR DOUBLE LAYER SYSTEMS) - AS AN
<br />ALTERNATE TO ITEM 6, FURRING CHANNELS AND STEEL
<br />FRAMING MEMBERS AS DESCRIBED BELOW:
<br />A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV
<br />STEEL. 2-3/8 IN. WIDE BY 7/8 IN. DEEP, SPACED MAX. 24 IN.
<br />OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO
<br />STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD
<br />ATTACHED TO FURRING CHANNELS AS DESCRIBED IN
<br />ITEM 5. NOT FOR USE WITH ITEM 4A.
<br />B. STEEL FRAMING MEMBERS* - USED TO ATTACH
<br />FURRING CHANNELS (ITEM 6AA) TO STUDS (ITEM 2).
<br />CLIPS SPACED MAX. 48 IN. OC., AND SECURED TO STUDS
<br />WITH NO. 8 X 1-1/2 IN. MINIMUM SELF -DRILLING, S-12
<br />STEEL SCREW THROUGH THE CENTER GROMMET.
<br />FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS.
<br />PAC INTERNATIONAL INC - TYPE RSIC-1.
<br />6B. STEEL FRAMING MEMBERS (OPTIONAL, NOT SHOWN)*
<br />- AS AN ALTERNATE TO ITEM 6, FURRING CHANNELS AND
<br />STEEL FRAMING MEMBERS ON ONLY ONE SIDE OF STUDS
<br />AS DESCRIBED BELOW:
<br />A. FURRING CHANNELS'- FORMED OF NO. 25 MSG GALV
<br />STEEL, SPACED 24 IN. OC PERPENDICULAR TO STUDS.
<br />CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM
<br />B. BATTS AND BLANKETS PLACED IN STUD CAVITY AS
<br />DESCRIBED IN ITEM 4. TWO LA
<br />YERS OF GYPSUM BOARD
<br />ATTACHED TO FURRING CHANNELS AS DESCRIBED IN
<br />ITEM 4. NOT FOR USE WITH ITEM 4A.
<br />B. STEEL FRAMING MEMBERS* - USED TO ATTACH
<br />FURRING CHANNELS (ITEM 6BA) TO ONE SIDE OF STUDS
<br />(ITEM 2) ONLY. CLIPS SPACED 48 IN. OC., AND SECURED
<br />TO STUDS WITH TWO NO. 8 X 2-1/2 IN. COARSE DRYWALL
<br />SCREWS, ONE THROUGH THE HOLE AT EACH END OF THE
<br />CLIP. FURRING CHANNELS ARE FRICTION FITTED INTO
<br />CLIPS.
<br />KINETICS NOISE CONTROL INC - TYPE ISOMAX
<br />7. JOINT TAPE AND COMPOUND - VINYL OR CASEIN, DRY
<br />OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS
<br />TO JOINTS AND SCREW HEADS OF OUTER LAYERS.
<br />PAPER TAPE, NOM 2 IN. WIDE, EMBEDDED IN FIRST LAYER
<br />OF COMPOUND OVER ALL JOINTS OF OUTER LAYER
<br />PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE
<br />OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A
<br />SQUARE EDGE.
<br />8. SIDING, BRICK OR STUCCO - (OPTIONAL, NOT SHOWN) -
<br />ALUMINUM, VINYL OR STEEL SIDING, BRICK VENEER OR
<br />STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE
<br />AGENCIES, INSTALLED OVER GYPSUM PANELS. BRICK
<br />VENEER ATTACHED TO STUDS WITH CORRUGATED
<br />METAL WALL TIES ATTACHED TO EACH STUD WITH STEEL
<br />SCREWS, NOT MORE THAN EACH SIXTH COURSE OF
<br />BRICK.
<br />'signTec
<br />Pni t U,
<br />--mationa
<br />Associates, Inc. AA26001933
<br />Architecture * Planning * Interior Design
<br />14125 N.W. 80th Ave. Suite 303
<br />Miami Lakes, FI, 33016
<br />T.786-235-9097
<br />F. 305-362-4420
<br />dtiinfo@dtiarchitect,corn
<br />V"vw.dtiarchitect. cam
<br />Revisions:
<br />Date Description
<br />10.30.20 ISSUED FOR BID
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<br />Job Number:
<br />19093.01
<br />File name:
<br />Issued Date:
<br />10.30.20
<br />Drawn by:
<br />J.0
<br />Checked by:
<br />C.P
<br />I SHEET NAME
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<br />DETAILS
<br />s RATED PENETRATION DETA
<br />A-8.3 N.T.S.
<br />J2
<br />TED PENETRATION DETAIL.
<br />DOUBLE LAYER SYSTEMS) - RESILIENT FURRING CHANNELS
<br />7 FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL,
<br />DESIGN NO. U 419
<br />SPACED VERTICALLY A MAX OF 24 IN. OC. FLANGE PORTION
<br />A_8.3 ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE
<br />SCALE: N.T.S. NONBEARING WALL RATINGS - 1,2,3 OR 4 HR (SEE ITEMS 3 & 4) S-12 STEEL SCREWS. NOT FOR USE WITH ITEM 4A.
<br />9. CAULKING AND SEALANTS* - (OPTIONAL, NOT SHOWN) -
<br />A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND THE
<br />PARTITION PERIMETER FOR SOUND CONTROL.
<br />UNITED STATES GYPSUM CO - TYPE AS
<br />SHEET Nt7MBER
<br />A-8.3
<br />
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