|
INSULATED TUNNEL DETAIL (NOT FIRE RATED)
<br />INSULATION - FIBERGLASS NOISE BARRIER
<br />FRICTION FIT IN WALL AND CEILING CAVITY
<br />1C1 ·METAL STUDS
<br /> DIETRICH OR EQUAL AS PER I.C.C.
<br /> # ESR - 1166P LARR 25889
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL AS PER
<br />I.C.C. # ESR - 1338
<br />·POWER - DRIVEN FASTENERS
<br /> HILTI OR EQUAL AS PER I.C.C. ESR-1663,
<br /> LARR #25646
<br />METAL BOTTOM TRACK 2-1/2" x 20
<br />GAUGE ATTACH TO SLAB WITH .145"
<br />DIAMETER POWER - DRIVEN FASTENER
<br />MIN. 1-1/4" EMBEDMENT AT 24" O.C.
<br />5/8" TYPE 'X' GYP. BD. (1) LAYER ON ONE SIDE,
<br />OPPOSITE SIDE (2) LAYERS APPLIED PARALLEL
<br />TO STUD WITH 1-1/4" TYPE S SCREWS ON FIRST
<br />LAYER AND 1-5/8" TYPE S SCREWS ON SECOND
<br />LAYER @ 8" O.C. AT VERTICAL JOINTS AND
<br />PERIMETER AND 12" O.C. IN FIELD. STAGGER
<br />JOINTS
<br />(2) LAYERS OF 5/8" TYPE 'X' GYP. BD.
<br />CEILING JOIST FRAMING. PROVIDE FIBER GLASS
<br />INSULATION IN CAVITY. SEE JOIST SCHEDULE ON
<br />DETAIL 7/A-30.3
<br />3-5/8" 20 GA. STUDS @ 24" O.C. MIN. PROVIDE
<br />3-1/2" FIBER GLASS INSULATION FRICTION FIT IN
<br />STUD CAVITY. SEE STUD CHART ON DETAIL 16.
<br />FULL HEIGHT PARTITION PER FLOOR PLAN
<br />C2 PARTITION TO 24" ABOVE CEILING IN DOUBLE VOLUME SPACE,
<br />HORIZONTALLY BRACED PER STRUCTURAL.
<br />CONT. METAL TOP TRACK. MATCH SIZE AND GA.
<br />OF STUD. PROVIDE GYP. BD. CAP.
<br />METAL STUD FRAMING PER STUD CHART.
<br />METAL BOTTOM TRACK GAUGE ATTACH TO SLAB
<br />WITH .145" DIAMETER POWER - DRIVEN
<br />FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C.
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL AS
<br /> PER I.C.C. # ESR - 1338.
<br />·POWER - DRIVEN FASTENERS
<br /> HILTI OR EQUAL AS PER I.C.C.
<br /> #ESR - 1663
<br />3-5/8" 20 GA. METAL STUD MIN. PROVIDE 3-1/2"
<br />FIBERGLASS INSULATION IN STUD CAVITY. SEE
<br />STUD CHART ON DETAIL #16.
<br />BRACED PARTITION IN DOUBLE HEIGHT VOLUME
<br />24
<br />"
<br />AB
<br />O
<br />V
<br />E
<br />
<br />C
<br />E
<br />I
<br />L
<br />I
<br />N
<br />G
<br />,
<br />
<br />T
<br />Y
<br />P
<br />.
<br />LINE OF CEILING - SEE REFLECTED CEILING PLAN
<br />FOR TYPE AND HEIGHT
<br />HORIZONTAL BRACE WHERE OCCURS. SEE
<br />STRUCTURAL FOR MORE INFORMATION.
<br />INSULATION BLANKET IN CEILING, TYP.
<br />1
<br />1
<br />/
<br />2
<br />"
<br />1/
<br />2
<br />"
<br />PLASTIC LAMINATE CAP PER FINISH SCHEDULE
<br />ON 3/4" SUBSTRATE
<br />SCHLUTER 1/2" DECO-SG METAL REVEAL
<br />FINISH WALL COVERING PER SCHEDULE
<br />5/8" TYPE X GYPSUM BOARD ON EACH SIDE
<br />LINE OF CEILING - SEE REFLECTED CEILING PLAN
<br />FOR TYPE AND HEIGHT
<br />METAL STUD FRAMING PER STUD CHART.
<br />METAL STUD SEISMIC BRACING AT 48" O.C.
<br />ALTERNATING EACH DIRECTION TO STRUCTURE
<br />ABOVE
<br />5/8" GYPSUM BOARD ON EACH SIDE
<br />UNDERSIDE CEILING INSULATED
<br />INSULATION - FIBERGLASS NOISE BARRIER
<br />FRICTION FIT IN WALL FRAMING
<br />METAL GAUGE TOP TRACK ATTACH KICKER ABOVE
<br />TO TOP TRACK WITH #8 TEK SHEET METAL
<br />SCREWS. DO NOT
<br />ATTACH TO GRID SYSTEM
<br />METAL BOTTOM TRACK GAUGE ATTACH TO SLAB
<br />WITH .145" DIAMETER POWER - DRIVEN
<br />FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C.
<br />·POWER - DRIVEN FASTENERS
<br /> HILTI OR EQUAL AS PER I.C.C.
<br /> #ESR - 1663
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL AS
<br /> PER I.C.C. # ESR - 1338
<br />UNDERSIDE CEILING INSULATED
<br />INSULATION - FIBERGLASS NOISE BARRIER
<br />FRICTION FIT IN WALL FRAMING.
<br />6" BATT INSULATION TO EXTEND 3'-0" ON
<br />EITHER SIDE OF WALL
<br />A1
<br />A2
<br />5
<br />A-30.1 INSULATION BLANKETS ABOVE CEILING - TYPE A2
<br />PARTITIONS
<br />LINE OF CEILING - SEE REFLECTED CEILING PLAN
<br />FOR TYPE AND HEIGHT
<br />METAL STUD FRAMING @ 16" O.C.
<br />·3.5" MIN. STUD WIDTH CAN BE
<br />NON-INSULATED (PER UL U419)
<br />·2.5" MIN. STUD WIDTH REQUIRES 1.5" MIN.
<br />THICKNESS MINERAL WOOL BATTS (PER UL
<br />U448)
<br />5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE
<br />APPLIED PARALLEL OR AT RIGHT ANGLES TO EACH
<br />SIDE OF STEEL STUD 24" O.C. WITH 1" TYPE 'S'
<br />DRYWALL SCREWS 8" O.C. AT VERTICAL JOINTS AND
<br />12" O.C. AT FLOOR AND CEILING RUNNERS AND
<br />INTERMEDIATE STUDS
<br />ONE HOUR RATED INSULATED
<br />2.5" MIN STUD WIDTH (PER UL U448)
<br />INSULATION - R=8, (1.5" MIN. THICKNESS)
<br />FRICTION FIT MINERAL WOOL BATTS
<br />1A1
<br />SLIP TRACK ATTACHED TO UNDERSIDE OF
<br />STRUCTURE ABOVE
<br />·SLIP TRACK SYSTEM
<br />UL-2079 CYCLICAL DESIGN ICC
<br />#ESR-2012 OSHPD R-0371-FIXED
<br />EQUIP. ANCHORED
<br />WHI-495-PSV-1333 UL-R19236
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR 1338
<br />·POWER - DRIVEN FASTENERS
<br /> HILTI OR EQUAL AS PER I.C.C. #ESR - 1663
<br />·PENETRATIONS
<br />ALL PENETRATIONS FIRE CAULKED WITH HILTI FIRESTOP SYSTEM OR APPROVED EQUAL.
<br />REFER TO UL-W-L-3282, DETAIL 18/ SHEET A-30.0. ALL SEAMS TO RECEIVE FIRE TAPE.
<br />SFD
<br />FIRE DAMPER FOR HVAC DUCT PENETRATION
<br />REFER TO MECHANICAL ENGINEER PLAN FOR
<br />ADDITIONAL INFORMATION4
<br />A-30.1
<br />BOTTOM METAL TRACK ATTACH TO SLAB WITH
<br />.145" DIAMETER POWER - DRIVEN FASTENER MIN.
<br />1-1/4" EMBEDMENT AT 24" O.C.
<br />· FIRE RESISTANCE RATING - ANSI/UL263
<br /> 2.5" MIN STUD WIDTH = DESIGN NO. U448
<br />3.5" MIN STUD WIDTH = DESIGN NO. U419
<br />2.5"MIN
<br />(PER UL U448)
<br />INSULATED PER '1A1'
<br />3.5"MIN
<br />(PER UL U419)
<br />NON-INSULATED PER '1A'
<br />1A
<br />1A1
<br />METAL STUD FRAMING PER STUD CHART.
<br />METAL BOTTOM TRACK GAUGE ATTACH TO SLAB
<br />WITH .145" DIAMETER POWER - DRIVEN
<br />FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C.
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL AS
<br /> PER I.C.C. # ESR - 1338
<br />·POWER - DRIVEN FASTENERS
<br /> HILTI OR EQUAL AS PER I.C.C.
<br /> #ESR - 1663
<br />1
<br />1
<br />/
<br />2
<br />"
<br />6"
<br />2" x 2'" x 1/4" STRUCTURAL STEEL PIPE WITH 2" x
<br />9" x 3/8" STEEL PLATE WELDED TO BOTTOM OF
<br />PIPE. INSTALL AT 8'-0" O.C. MAX. AND WITHIN 6"
<br />OF AN UNSUPPORTED END OF WALL
<br />METAL STUD ATTACHED TO EACH SIDE OF
<br />STRUCTURAL STEEL PIPE
<br />SECURE STEEL PLATE TO FLOOR WITH 5/8" DIA.
<br />HILTI KB-TZ- BOLT EACH CORNER, MIN. 4"
<br />EMBEDMENT (3-1/8" ICC ESR #1917)
<br />PLASTIC LAMINATE CAP. SEE DETAIL 15.
<br />36
<br />"
<br />
<br />A
<br />N
<br />D
<br />
<br />6
<br />8
<br />"
<br />SECTION
<br />PLAN VIEW
<br />1
<br />1
<br />/
<br />2
<br />"
<br />5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE
<br />2"
<br />ONE HOUR RATED TUNNEL INSULATED
<br />INSULATION - FIBERGLASS NOISE BARRIER
<br />FRICTION FIT
<br />1B1
<br />·METAL STUDS
<br /> DIETRICH OR EQUAL AS PER I.C.C.
<br /> # ESR - 1166P LARR 25889
<br />·SLIP TRACK SYSTEM
<br />UL-2079 CYCLICAL DESIGN ICC
<br /> #ESR-1042 OSHPD R-0371-FIXED
<br /> EQUIP. ANCHORED LARR 25344
<br />WHI-495-PSV-1333 UL-R19236
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL AS PER I.C.C. # ESR - 1338
<br />·POWER - DRIVEN FASTENERS
<br /> HILTI OR EQUAL AS PER I.C.C. ESR-1663, LARR #25646
<br />·PENETRATIONS
<br />ALL PENETRATIONS MUST BE FIRE CAULKED. ALL SEAM
<br />TO RECEIVE FIRE TAPE
<br />METAL BOTTOM TRACK 2-1/2" x 20
<br />GAUGE ATTACH TO SLAB WITH .145"
<br />DIAMETER POWER - DRIVEN FASTENER
<br />MIN. 1-1/4" EMBEDMENT AT 24" O.C.
<br />2-1/2" x 20 GAUGE METAL STUD
<br />FRAMING AT 24" O.C.
<br />5/8" TYPE "X" GYPSUM BOARD
<br />ON EACH SIDE
<br />METAL STUD SEISMIC BRACING AT
<br />48" O.C. EACH DIRECTION TO
<br />STRUCTURE ABOVE
<br />1" SHEETROCK BRAND
<br />GYPSUM LINER PANEL
<br />C-H STUD
<br />LINE OF CEILING - SEE REFLECTED
<br />CEILING PLAN FOR TYPE AND HEIGHT
<br />LIGHT FIXTURE - SEE REFLECTED
<br />CEILING PLAN FOR SPECIFICATION
<br />10B
<br />A-30.1
<br />10A
<br />A-30.1
<br />EXISTING PARTITION BEYOND, GC TO VERIFY
<br />STRUCTURE BEYOND
<br />PROVIDE 16 GA. STUD (CUT TO LENGTH) AT EA
<br />STUD FW/ #8 SMS TO TRACK EA FLANGE & (2) #8
<br />SMS TO EA (N) STUD.
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL
<br /> AS PER I.C.C. # ESR - 1338.
<br />·POWER - DRIVEN FASTENERS
<br /> HILTI OR EQUAL AS PER I.C.C.
<br /> #ESR - 1663
<br />METAL BOTTOM TRACK. ATTACH TO SLAB WITH
<br />.145" DIAMETER POWER - DRIVEN FASTENER MIN.
<br />1-1/4" EMBEDMENT AT 24" O.C.
<br />5/8" GYPSUM BOARD ON FACE OF STUDS.
<br />METAL TOP TRACK (GA. TO MATCH STUD U.O.N.)
<br />LINE OF CEILING - SEE REFLECTED CEILING PLAN
<br />FOR TYPE AND HEIGHT
<br />WALL FURRING NON-INSULATEDE
<br />6"
<br />4"
<br />(U.O.N.
<br />PER PLAN)
<br />CONT. 16 GA. METAL TRACK ATTACHED TO EACH
<br />STUD OF (E) WALL W/ (3) #8 SMS.
<br />ME
<br />T
<br />A
<br />L
<br />
<br />S
<br />T
<br />U
<br />D
<br />
<br />F
<br />R
<br />A
<br />M
<br />I
<br />N
<br />G
<br />
<br />P
<br />E
<br />R
<br />
<br />S
<br />T
<br />U
<br />D
<br />
<br />C
<br />H
<br />A
<br />R
<br />T
<br />.
<br />MA
<br />X
<br />.
<br />
<br />H
<br />E
<br />I
<br />G
<br />H
<br />T
<br />
<br />1
<br />1
<br />'
<br />-
<br />0
<br />"
<br />16 GA. CRC OR U-CHANNEL CONTINUOUS
<br />BRIDGING.
<br />16 GA. ANGLE (1-1/2"x1-1/2") AT EA STUD W/ (2)
<br />#8 SMS EA. LEG
<br />·NON LOAD-BEARING METAL STUD FRAMING
<br /> SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P
<br />·NON LOAD-BEARING METAL STUD C-SECTIONS AND TRACKS
<br /> SSMA OR EQUAL AS PER I.C.C. #ESR - 3064P
<br />(EXAMPLE: 6" = 600 X 1/100 INCHES)
<br />ALL MEMEBER DEPTHS ARE TAKEN IN 1/100 INCHES.
<br />FOR ALL "T" SECTIONS MEMBER DEPTH IS THE
<br />INSIDE DIMENSION.
<br />MEMBER DEPTH:
<br />FLANGE WIDTH:
<br />(EXAMPLE: 1 5/8" = 1.625" ~ 162 X 1/100
<br />INCHES) ALL FLANGE WIDTHS ARE TAKEN IN
<br />1/100 INCHES.
<br />STYLE:
<br />(EXAMPLE: STUD OR JOIST SECTION = S )
<br />THE FOUR ALPHA CHARACTERS UTILIZED BY THE
<br />DESIGNATOR SYSTEM ARE:
<br />(EXAMPLE: 0.054 IN. = 54 MILS; 1 MIL =1/1000 IN.) MATERIAL
<br />THICKNESS IS THE MINIMUM BASE METAL THICKNESS IN MILS.
<br />MINIMUM BASE METAL THICKNESS REPRESENTS 95% OF THE
<br />DESIGN THICKNESS.
<br />MIL THICKNESS:
<br />S = STUD OR JOIST
<br />T = TRACK
<br />U = CHANNEL
<br />F = FURRING
<br />-600 S 162 54
<br />NOTES
<br />1. PROVIDE KICKERS FOR NON-FULL HEIGHT CONDITIONS OR WHERE NOTED OTHERWISE. SEE WALL SCHEDULE FOR MORE
<br />INFORMATION.
<br />1.1. KICKER LENGTH SHALL BE 8'-0" MAX.
<br />2. ALLOWABLE COMPOSITE LIMITING HEIGHTS ARE CALCULATED USING ICC-ES AC86-2012
<br />3. VALUES REPRESENTED ON THE CHART ARE DESIGNED TO RESIST 5 PSF OF OUT-OF-PLANE LOAD AND L/240
<br />4. PROVIDE BRIDGING @ MID-HEIGHT OR A MAX. OF 8'-0" O.C. WHERE GYPSUM BOARD IS NOT APPLIED TO BOTH SURFACES.
<br />5. COMPOSITE LIMITING HEIGHTS ARE BASED ON A SINGLE LAYER OF 5/8" TYPE 'X' GYPSUM BOARD INSTALLED IN THE VERTICAL
<br />ORIENTATION TO BOTH SIDE OF THE WALL OVER FULL HEIGHT USING MINIMUM NO. 6 TYPE S DRYWALL SCREWS SPACED A
<br />MAXIMUM OF 12" O.C. FOR STUDS AT 24" SPACING AND 16" O.C. FOR STUDS AT 16" AND 12" SPACING.
<br />STUD SIZE
<br />WALL HEIGHT LIMIT KICKER
<br />WALL TYPE
<br />SIZE MIL/GA 12"
<br />SPACING O.C.
<br />SIZE SPACING16"24"
<br />250S125 14'-2"18/25
<br />(SEE NOTE 1)
<br />15'-4"27/22
<br />15'-10"30/20
<br />362S125 16'-8"
<br />18'-2"
<br />18'-3"
<br />400S125 17'-6"
<br />19'-5"
<br />19'-5"
<br />600S125 22'-9"
<br />26'-9"
<br />27'-1"
<br />NON-STRUCTURAL METAL STUD WALL SIZING CHART
<br />362S125-33 48" O.C.
<br />400S125-33 48" O.C.
<br />600S125-33 48" O.C.
<br />12'-10"11'-3"
<br />13'-11"12'-2"
<br />14'-5"12'-7"
<br />15'-2"13'-2"
<br />16'-6"14'-5"
<br />16'-7"14'-6"
<br />15'-11"13'-8"
<br />17'-8"15'-5"
<br />17'-8"15'-5"
<br />20'-1"
<br />24'-4"
<br />24'-7"
<br />16'-4"
<br />21'-3"
<br />21'-6"
<br />250S125
<br />250S125
<br />362S125
<br />362S125
<br />400S125
<br />400S125
<br />600S125
<br />600S125
<br />18/25
<br />27/22
<br />30/20
<br />18/25
<br />27/22
<br />30/20
<br />18/25
<br />27/22
<br />30/20
<br />EXISTING ALUMINUM MULLION
<br />1/4" THICK x FULL WIDTH NEOPRENE GASKET
<br />METAL EDGE COLOR TO MATCH WALL CONDITION
<br />SPECIFIED WALL TYPE SEE SHEET A-2.0
<br />EXISTING GLAZING
<br />1" RETURN
<br />#8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOM
<br />HEAVY GAUGE BREAK MTL. TO MATCH
<br />STOREFRONT FINISH OR DRYWALL FINISH PAINTED
<br />TO MATCH STOREFRONT FINISH.
<br />PARTITION PER PLAN
<br />EX. STOREFRONT
<br />12
<br />"
<br />
<br />M
<br />A
<br />X
<br />.
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL
<br /> AS PER I.C.C. # ESR - 1338.
<br />FIRE EXTINGUISHER
<br />CABINET - SEE PARTITION
<br />LEGEND FOR SPEC. SEE
<br />PARTITION PLAN FOR
<br />LOCATIONS
<br />B
<br />PLAN SECTION A SECTION B
<br />VARIES
<br />MOUNTING SCREW PER
<br />MANUFACTURER
<br />METAL STUD PER PARTITION
<br />PLAN
<br />5/8" GYP.BOARD TYPICAL.
<br />SE
<br />E
<br />
<br />S
<br />P
<br />E
<br />C
<br />I
<br />F
<br />I
<br />C
<br />A
<br />T
<br />I
<br />O
<br />N
<br />48
<br />"
<br />
<br />M
<br />A
<br />X
<br />.
<br />PROVIDE 16 GA. STUD (CUT TO LENGTH) AT EA
<br />STUD FW/ #8 SMS TO TRACK EA FLANGE & (2) #8
<br />SMS TO EA (N) STUD.
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL
<br /> AS PER I.C.C. # ESR - 1338.
<br />·POWER - DRIVEN FASTENERS
<br /> HILTI OR EQUAL AS PER I.C.C.
<br /> #ESR - 1663
<br />METAL BOTTOM TRACK. ATTACH TO SLAB WITH
<br />.145" DIAMETER POWER - DRIVEN FASTENER MIN.
<br />1-1/4" EMBEDMENT AT 24" O.C.
<br />5/8" GYPSUM BOARD ON FACE OF STUDS.
<br />WALL FURRING/SILL CONDITION BELOW EXTERIOR
<br />WINDOWS
<br />E1
<br />4"
<br />(U.O.N.
<br />PER PLAN)
<br />CONT. 16 GA. METAL TRACK ATTACHED TO EACH
<br />STUD OF (E) WALL W/ (3) #8 SMS.
<br />16 GA. CRC OR U-CHANNEL CONTINUOUS
<br />BRIDGING.
<br />16 GA. ANGLE (1-1/2"x1-1/2") AT EA STUD W/ (2)
<br />#8 SMS EA. LEGEX
<br />I
<br />S
<br />T
<br />I
<br />N
<br />G
<br />
<br />S
<br />I
<br />L
<br />L
<br />
<br />H
<br />E
<br />I
<br />G
<br />H
<br />T
<br />V.
<br />I
<br />.
<br />F
<br />.
<br />EXISTING WALL
<br />BEYOND
<br />Hilti Firestop Systems
<br />Hilti Firestop Systems
<br />System No. W-L-3282
<br />SECTION A-A
<br />WL
<br />
<br />3
<br />2
<br />8
<br />2
<br />Page: 1 of 2
<br />1. Wall Assembly — The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in
<br />the individual U300, U400, V400 or W400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following
<br />construction features:
<br />A. Studs — Wall framing shall consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm)
<br />lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) wide and spaced max 24 in. (610 mm) OC.
<br />B. Gypsum Board* — 5/8 in. (16 mm) thick, 4 ft (1.22 m) wide with square or tapered edges. The gypsum board type, thickness, number of
<br />layers, fastener type and sheet orientation shall be as specified in the individual U300, U400, V400 or W400 Series Designs in the UL Fire
<br />Resistance Directory.
<br />The hourly F and FH Ratings of the firestop system are equal to the hourly fire rating of the wall assembly in which it is installed.
<br />2. Firestop Device* — Sleeve — Smooth steel sleeve device incorporating flat washers secured by sliding compression couplers. Device shall be
<br />installed in accordance with the accompanying installation instructions. Device provided in nom 2 in. and 4 in. (51 and 102 mm) diam sizes. Max
<br />diam of opening in wall for nom 2 in. and 4 in. (51 and 102 mm) diam device is 2-7/16 in. and 4-1/2 in. (62 and 114 mm), respectively.
<br />UNIQUE FIRE STOP PRODUCTS INC — Smooth Firestop
<br />A
<br />Reproduced by HILTI, Inc. Courtesy of
<br />Underwriters Laboratories, Inc.
<br />September 02, 2015
<br />Page: 2 of 2
<br />2A. Firestop Device* — (Not Shown) — As an alternate to the smooth sleeve device in Item 2, threaded steel sleeve device incorporating flat
<br />washers secured by threaded couplers. Device shall be installed in accordance with the accompanying installation instructions. Device
<br />provided in nom 2 in. and 4 in. (51 and 102 mm) diam sizes. Max diam of opening in wall for nom 2 in. and 4 in. (51 and 102 mm) diam
<br />devices is 2-7/16 in. and 4-1/2 in. (62 and 114 mm), respectively.
<br />UNIQUE FIRE STOP PRODUCTS INC — Threaded Firestop
<br />2B. Firestop Device* — (Not Shown) — As an alternate to the smooth sleeve and threaded sleeve devices in Items 2 and 2A, threaded steel
<br />sleeve halves incorporating split nuts and split washers sized to fit the specific diam of the opening may be used. Device shall be installed in
<br />accordance with the accompanying installation instructions. Device provided in nom 2 in. and 4 in. (51 and 102 mm) diam sizes. Max diam
<br />of opening in wall for nom 2 in. and 4 in. (51 and 102 mm) diam device is 2-7/16 in. and 4-1/2 in. (62 and 114 mm), respectively.
<br />UNIQUE FIRE STOP PRODUCTS INC — Split Sleeve
<br />The L Rating of the firestop system is dependent upon the type of firestop device as tabulated below:
<br />WL
<br />
<br />3
<br />2
<br />8
<br />2
<br />Firestop Device
<br />L Rating, CFM/sq ft (CFM/firestop device)
<br />Ambient 400F
<br />Smooth Firestop 37 (3)18 (2)
<br />Threaded Firestop 37 (3)18 (2)
<br />Split Sleeve 54 (5)47 (4)
<br />3. Cables — Aggregate cross-sectional area of bundled cables in opening to be max 50 percent of the cross-sectional area of the firestop
<br />device. The annular space between the cable bundle and the periphery of the firestop device to be min 0 in. (point contact) to max 3 in. (76
<br />mm). Cables to be rigidly supported on both sides of the wall assembly. Any combination of the following types and sizes of cables may be
<br />used:
<br />A. Max 300 pair No. 24 AWG telephone cable with polyvinyl chloride (PVC) insulation and jacket.
<br />B. Max 750 kcmil single copper connector power cable with thermoplastic insulation and PVC jacket.
<br />C. Max 7/C No. 12 AWG multiconductor power and control cable with PVC or cross-linked polyethylene (XLPE) insulation and PVC jacket.
<br />D. Multiple fiber optical communication cable jacketed with PVC and having a max outside diameter of 1/2 in. (13 mm).
<br />E. Max 3/C No. 12 AWG with bare aluminum ground, PVC insulated steel Metal-Clad cable.
<br />F. Max 1 in. (25 mm) diam metal clad TEK cable with PVC jacket.
<br />G. Max 2/0 aluminum SER cable.
<br />H. Type RG 59/U coaxial cable with polyethylene (PE) insulation and PVC jacket.
<br />4. Fill, Void or Cavity Materials* - Plug — Plug sized for the firestop device friction-fitted within the firestop device in Item 2 or 2A such that the
<br />outer circumference of the dome-shaped plug is flush with either end of the firestop device. Plugs sized for the firestop device friction-fitted
<br />within the firestop device of Item 2B such that the outer circumference of the dome-shaped plug is flush with both ends of the firestop device.
<br />Plug(s) cut to fit around the cable bundle and installed tightly within the firestop device.
<br />HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 658T Firestop Plug or CFS-PL Firestop Plug
<br />* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada),
<br />respectively.
<br />A
<br />4
<br />4
<br />3 2
<br />1A
<br />1B
<br />3
<br />2
<br />C
<br />CLASS IFIED
<br />R
<br />Classified by
<br />Underwriters Laboratories, Inc.
<br />to UL 1479 and CAN/ULC-S115
<br />US
<br />Reproduced by HILTI, Inc. Courtesy of
<br />Underwriters Laboratories, Inc.
<br />September 02, 2015
<br />ANSI/UL1479 (ASTM E814)CAN/ULC S115
<br />F Ratings — 1 and 2 Hr (See Item 1)F Ratings — 1 and 2 Hr (See Item 1)
<br />T Rating — 0 Hr FT Rating — 0 Hr
<br />L Rating at Ambient — 37 or 54 CFM/Sq Ft (See Item 2)FH Ratings — 1 and 2 Hr (See Item 1)
<br />L Rating At 400F — 18 or 47 CFM/Sq Ft (See Item 2)FTH Rating — 0 Hr
<br />L Rating at Ambient — 37 or 54 CFM/Sq Ft (See Item 2)
<br />L Rating At 400F — 18 or 47 CFM/Sq Ft (See Item 2)
<br />LINE OF CEILING - SEE REFLECTED CEILING PLAN
<br />FOR TYPE AND HEIGHT
<br />METAL STUD FRAMING. SEE STUD CHART ON
<br />DETAIL 16.
<br /> 3-5/8" 20 GA. TYP. @ 24" O.C. TYP.
<br /> 6" 20 GA. STUDS @ 12" O.C. IN DOUBLE
<br /> VOLUME SPACE
<br />METAL BOTTOM TRACK GAUGE ATTACH TO SLAB
<br />WITH .145" DIAMETER POWER - DRIVEN
<br />FASTENER MIN. 1-1/4" EMBEDMENT AT 24" O.C.
<br />SLIP TRACK ATTACHED TO UNDERSIDE OF
<br />STRUCTURE ABOVE
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL AS
<br /> PER I.C.C. # ESR - 1338.
<br />·POWER - DRIVEN FASTENERS
<br /> HILTI OR EQUAL AS PER I.C.C.
<br /> #ESR - 1663
<br />2
<br />A-30.1
<br />5/8" TYPE "X" GYPSUM PER WALL TYPE
<br /> C1 - (1) LAYER ON EACH SIDE
<br /> C3 - (1) LAYER ON ONE SIDE, OPPOSITE SIDE
<br /> (2) LAYERS APPLIED PARALLEL TO STUD WITH
<br /> 1-1/4" TYPE S SCREWS ON FIRST LAYER AND
<br /> 1-5/8" TYPE S SCREWS ON SECOND LAYER @
<br /> 8" O.C. AT VERTICAL JOINTS AND PERIMETER
<br /> AND 12" O.C. IN FIELD. STAGGER JOINTS.
<br />·SLIP TRACK SYSTEM
<br />UL-2079 CYCLICAL DESIGN ICC
<br />#ESR-2012 OSHPD R-0371-FIXED
<br />EQUIP. ANCHORED
<br />WHI-495-PSV-1333 UL-R19236
<br />FULL HEIGHT INSULATED
<br />INSULATION - FIBERGLASS NOISE BARRIER FRICTION FIT.
<br />STC 49 (SA-870717):
<br />3-5/8" MIN. STUD WIDTH W/ 3" THICK SAFB IN CAVITY REQ.
<br />C1
<br />7
<br />A-30.1
<br />OR
<br />WHERE STC
<br />RATING IS
<br />NOTED
<br />C3 FULL HEIGHT WALL TO DECK ABOVE.
<br />STC 55 (NOAL 17-0539)"
<br />3-5/8" 20 GA. MIN. STUD WIDTH W/ 3-1/2" THICK FIBER GLASS
<br />INSULATION FRICTION FIT IN STUD CAVITY
<br />FULL HEIGHT DOUBLE GYP. BD.
<br />EXISTING ALUMINUM MULLION
<br />1/4" THICK x FULL WIDTH NEOPRENE GASKET
<br />METAL EDGE COLOR TO MATCH WALL CONDITION
<br />PARTITION PER PLAN
<br />EXISTING GLAZING
<br />1" RETURN
<br />8" MIN.
<br />U.N.O.
<br />VA
<br />R
<br />I
<br />E
<br />S
<br />#8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOM
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL AS PER
<br />I.C.C. # ESR - 1338
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL AS PER
<br />I.C.C. # ESR - 1338
<br />1/4" THICK x FULL WIDTH NEOPRENE GASKET
<br />METAL EDGE COLOR TO MATCH WALL CONDITION
<br />EXISTING GLAZING
<br />#8 S.M.S. TO EA. SIDE OF STUD, TOP AND BOTTOM
<br />EXISTING ALUMINUM MULLION
<br />PARTITION PER PLAN
<br />NOTE:
<br />PROVIDE INSULATION AS REQUIRED PER
<br />SPECIFIED WALL TYPE.
<br />1'' RETURN
<br />PAINT EXPOSED CABINET TO MATCH WALL
<br />NEW RECESSED FIRE EXTINGUISHER CABINET.
<br />REFER TO PARTITION NOTE SHEET FOR
<br />SPECIFICATION
<br />48
<br />"
<br />
<br />M
<br />A
<br />X
<br />.
<br />VE
<br />R
<br />I
<br />F
<br />Y
<br />
<br />A
<br />D
<br />A
<br />
<br />C
<br />O
<br />M
<br />P
<br />L
<br />I
<br />A
<br />N
<br />C
<br />E
<br />14
<br />-
<br />LINE OF CEILING - SEE REFLECTED CEILING PLAN
<br />FOR TYPE AND HEIGHT
<br />METAL STUD FRAMING PER STUD CHART.
<br />METAL STUD SEISMIC BRACING AT 48" O.C.
<br />ALTERNATING EACH DIRECTION TO STRUCTURE
<br />ABOVE
<br />6" ABOVE CEILING INSULATED
<br />INSULATION - FIBERGLASS NOISE
<br />BARRIER FRICTION FIT IN WALL FRAMING
<br />METAL TOP TRACK ATTACH KICKER ABOVE TO TOP
<br />TRACK WITH #8 TEK SHEET METAL SCREWS. DO
<br />NOT ATTACH TO GRID SYSTEM
<br />METAL BOTTOM TRACK ATTACH TO SLAB WITH
<br />.145" DIAMETER POWER - DRIVEN FASTENER MIN.
<br />1-1/4" EMBEDMENT AT 24" O.C.
<br />·POWER - DRIVEN FASTENERS
<br /> HILTI OR EQUAL AS PER I.C.C.
<br /> #ESR - 1663
<br />·GYPSUM BOARD ASSEMBLIES
<br /> GYPSUM ASSOCIATION OR EQUAL AS
<br /> PER I.C.C. # ESR - 1338.
<br />B1
<br />6"
<br />5/8" TYPE "X" GYPSUM BOARD ON EACH SIDE
<br />5
<br />A-30.1
<br />PROJECT:
<br />DATE:
<br />DRAWN:
<br />SCALE:
<br />PROJECT NO:
<br />REVIEWED:
<br />SHEET NO:
<br />SHEET TITLE:
<br />STAMP AND SIGNATURE:
<br />CONSULTANTS:
<br />DATE DESCRIPTION DELTA
<br />DRAWINGS ISSUE
<br />02/15/2024 ISSUE FOR PLANNING APPROVAL
<br />6083 Bristol Parkway
<br />Culver City, CA 90230
<br />515 South Flower St., Suite 1200
<br />Los Angeles, CA 90071
<br />18600 MacArthur Blvd., Suite 100
<br />Irvine, CA 92612
<br />485C US Route 1 South, Suite 105
<br />Iselin, NJ 08830
<br />www.saaia.com
<br />T 310.553.3252
<br />T 213.929.1400
<br />T 949.724.8958
<br />San Francisco, CA 94105
<br />T 415.390.6793
<br />T 848.200.1200
<br />New York, NY 10017
<br />T 917.512.6688
<br />575 Market St., Suite 502
<br />711 3rd Ave., 6th Floor
<br />OWNERSHIP AND USE OF DOCUMENTS ALL DRAWINGS, SPECIFICATIONS AND COPIES THEREOF FURNISHED BY SAA INTERIORS ARE AND SHALL
<br />REMAIN IT'S PROPERTY. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT. FEDERAL LAW PROHIBITS THE REPRODUCTION, DISPLAY, SALE,
<br />OR OTHER DISPOSITION OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN CONSENT OF SHLEMMER ALGAZE ASSOCIATES.
<br />COPYRIGHT © 2015 SHLEMMER ALGAZE ASSOCIATES ALL RIGHTS RESERVED
<br />12/18/23
<br />KL/SD/AW
<br />MP
<br />634772
<br />COUNTY OF ORANGE
<br />PROBATION TRAINING & VOLUNTEER SERVICES
<br />AND YOUTH REPORT CENTER
<br />1700 E ST ANDREW PL
<br />SANTA ANA, CA 92705
<br />C U L V E R C I T Y , C A •I R V I N E , C A • L O S A N G E L E S , C A
<br />S A N F R A N C I S C O , C A • I S E L I N , N J • N E W Y O R K , N Y
<br />IF DRAWINGS AND MATERIALS DEVELOPED AND PROVIDED BY SAA INTERIORS + ARCHITECTURE AT THE TIME OF AND RELATING TO COVID-19 CONTAIN
<br />RECOMMENDATIONS FROM THE CENTER FOR DISEASE CONTROL AND PREVENTION (CDC) AND THE WORLD HEALTH ORGANIZATION (WHO), SUCH RECOMMENDATIONS
<br />ARE ONLY VALID AS OF THE DATE THE DRAWINGS AND MATERIALS ARE PRODUCED. THE CDC AND/OR WHO MAY UPDATE OR MODIFY THEIR RECOMMENDATIONS AT
<br />ANY TIME PER THEIR DISCRETION. IN USING RECOMMENDATIONS FROM THESE DRAWINGS AND MATERIALS, THE RECIPIENT ACKNOWLEDGES THAT IT WAS BASED ON
<br />THEIR OWN DECISION AND TAKE FULL RESPONSIBILITY AND LIABILITY. THE INTENDED RECIPIENT INDEMNIFIES AND DEFENDS SAA FOR ANY USE OF THESE DRAWINGS
<br />AND MATERIALS BY OTHERS. SAA'S SERVICES ARE INTENDED TO ONLY BE OF ASSISTANCE AND GUIDANCE FOR OUR CLIENT'S STRATEGIES AND DO NOT CONSTITUTE AS
<br />REQUIREMENTS OR ANY FORM OF HEALTH, ILLNESS OR DISEASE ADVICE. SAA MAKES NO REPRESENTATIONS OR WARRANTIES REGARDING THE ACCURACY OR
<br />COMPLETENESS OF THE DRAWINGS AND MATERIALS. ANY RECOMMENDATIONS OR USE OF ANY CDC OR WHO INFORMATION DOES NOT CONSTITUTE ENDORSEMENT
<br />BY THE U.S. GOVERNMENT, DEPARTMENT OF HEALTH AND HUMAN SERVICES OR THE CDC AND WHO NOR ITS AFFILIATES.
<br />02/22/2024 ISSUE FOR PLAN CHECK / BID
<br />02/26/2024 PLANNING COMMENTS A
<br />04/03/2024 TENANT COMMENTS / FIELD REVISIONS B
<br />AND PLAN CHECK COMMENTS 01
<br />A-30.0
<br />1
<br />2
<br />3
<br />4
<br />5
<br />6
<br />8
<br />9
<br />10
<br />11
<br />18
<br />19
<br />SCALE SCALE SCALE
<br />1-1/2"=1'-0"
<br />SCALE SCALE SCALE SCALE
<br />WALL TYPE C1, C2 AND C3
<br />SCALESCALESCALESCALE
<br />SCALE SCALE
<br />WALL PARTITION DETAILS
<br />1-1/2"=1'-0"
<br />1/2"=1'-0"
<br />1-1/2"=1'-0"
<br />1-1/2"=1'-0"
<br />1-1/2"=1'-0"
<br />1-1/2"=1'-0"
<br />N.T.S.WALL TO MULLION CONNECTION
<br />7
<br />AS NOTED
<br />WALL TYPE A1 AND A2
<br />1 HOUR RATED-WALL TYPE 1A1
<br />1 HOUR RATED TUNNEL -WALL TYPE 1B1FURRING WALL - WALL TYPE E
<br />SEMI-RECESSED FIRE EXTINGUISHER
<br />WALL TO MULLION CONNECTION
<br />PARTIAL HEIGHT WALL - WALL TYPE H
<br />1-1/2"=1'-0"
<br />1-1/2"=1'-0"13
<br />14
<br />SCALE
<br />SCALE
<br /> FIRE EXTINGUISHER CABINET 1-1/2"=1'-0"
<br />NON-STRUCTURAL METAL STUD SIZING CHARTS
<br />1-1/2"=1'-0"
<br />WALL TO MULLION CONNECTION
<br />1/2"=1'-0"
<br />1-1/2"=1'-0"
<br />FIRE RATED WALL PENETRATION DETAIL
<br />1ST & 2ND FLOOR
<br />WALL FURRING/SILL CONDITION BELOW EXT. WINDOWS
<br />16SCALE
<br />N.T.S.
<br />15SCALE
<br />3"=1'-0"PLASTIC LAMINATE CAP ON LOW WALL
<br />12SCALE INSULATED TUNNEL -WALL TYPE 1C11-1/2"=1'-0"WALL TYPE C2
<br />WALL TYPE B1 1-1/2"=1'-0"
<br />B
<br />NELSON
<br />ALGAZE
<br />No. C-21090
<br />REN. 03/31/2025
<br />L
<br />CENSE ARC
<br />EC
<br />SAE O CAL ORNA
<br />1700 E St Andrew Pl - 101118387,
<br />20182190, 30146952 & 40138878
<br />6/5/2024
|