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Design No. X528
<br />October 24, 2017
<br />Ratings —1, 2 and 3 Hr.
<br />* Indicates such products shall bear the UL or cUL Certification Mark for
<br />jurisdictions employing the UL or cUL Certification (such as Canada),
<br />respectively.
<br />U.
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<br />CORNER DETAILS OF WALLBOARD
<br />SUPPORT SYSTEMS WITHOUT STEEL COVERS
<br />1. Steel Column — Min sizes of W-shaped and tubular steel columns
<br />which appear in the AISC Steel Construction Manual as shown under Item
<br />2.
<br />2. Gypsum Board* — Any 1/2 in. thick UL Classified Gypsum Board
<br />that is eligible for use in Design No. X515. Any 5/8 in. thick UL
<br />Classified Gypsum Board that is eligible for use in Design Nos. L501,
<br />G512 or U305. Nom 1/2 in. or 5/8 in. thick gypsum board. Applied in layers
<br />as noted in the above illustrations. Boards are to be applied vertically
<br />without horizontal joints. Min total thickness of layers in inches for the
<br />various ratings and min column sizes are as follows:
<br />W Shaped `°
<br />Column Rating (Hr) Corner Details For Various Rating
<br />Min Column
<br />Size 1 2 3 1 Hr 2 Hr 3 Hr
<br />Total thickness (in.)
<br />W413
<br />1
<br />1-1l2
<br />2-1/4
<br />B
<br />C
<br />D
<br />W6x15.5
<br />1
<br />1-1/2
<br />2-1/4
<br />B
<br />C
<br />D
<br />W 1 Ox49
<br />1/2
<br />1-1/8
<br />1-7/8
<br />A
<br />B
<br />C
<br />Tube Shaped columns
<br />TS 4 by 4
<br />by0 188
<br />1
<br />1 1-3/4
<br />1 2-5/8
<br />1 B I
<br />C
<br />D
<br />V
<br />TS8bY 8
<br />by 0,250
<br />1 5/8
<br />1 1-1/2
<br />1 2-1/4
<br />1
<br />A
<br />I
<br />C
<br />I
<br />D
<br />BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO (View
<br />Classification) — CKNX.R19374
<br />CERTAINTEED GYPSUM INC (View Classification) — CKNX.R3660
<br />CGC INC (View Classification) — CKNX.R19751
<br />CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C (View
<br />Classification) — CKNX.R18482
<br />GEORGIA-PACIFIC GYPSUM L L C (View Classification) —
<br />CKNX.R2717
<br />LOADMASTER SYSTEMS INC (View Classification) — CKNX.R11809
<br />NATIONAL GYPSUM CO (View Classification) — eXP-C, CKNX.R3501
<br />PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM (View
<br />Classification) — CKNX.R7094
<br />PANEL REY S A (View Classification) — CKNX.R21796
<br />SIAM GYPSUM INDUSTRY (SARABURI) CO LTD (View Classification)
<br />— CKNX.R19262
<br />THAI GYPSUM PRODUCTS PCL (View Classification) — CKNX.R27517
<br />UNITED STATES GYPSUM CO (View Classification) — CKNX.R1319
<br />USG BORAL DRYWALL SFZ LLC (View Classification) — CKNX.R38438
<br />USG MEXICO S A DE C V (View Classification) — CKNX.R16089
<br />2A. Gypsum Board* — As an alternate to Item 2- 3/4 in. thick gypsum
<br />wallboard. For 2 Hr rating, 1-1/2 in. total thickness, installed in accordance
<br />with corner detail B. For 3 Hr rating, 2-1/4 in. total thickness installed in
<br />accordance with corner detail C. Boards are to be applied vertically without
<br />horizontal joints.
<br />CGC INC — Type IP-X3 or ULTRACODE
<br />UNITED STATES GYPSUM CO — Type IP-X3 or ULTRACODE
<br />USG BORAL DRYWALL SFZ LLC — Type ULTRACODE
<br />USG MEXICO S A DE C V —Type IP-X3 or ULTRACODE
<br />2B. Gypsum Board* — (As an alternate to Items 2 and 2A) — Nominal
<br />5/8 in. thick panels. One of the layers of Gypsum Board (Item 2) used to
<br />obtain the minimum required thickness in Item 2 may be substituted with
<br />one layer and secured as described in Item 2.
<br />PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type
<br />QuietRock ES
<br />2C. Wall and Partition Facings and Accessories* — (As an alternate to
<br />Item 2 through 2B) — Composite Gypsum Panel — Nominal 5/8 in. thick
<br />panels. One of the layers of Gypsum Board (Item 2) used to obtain the
<br />minimum required thickness in Item 2 may be substituted with one layer of
<br />composite gypsum panel and secured as described in Item 2.
<br />PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type
<br />QuietRock QR
<br />3. Steel Stud — 1-5/8 in. wide with 1-5/16 and 1-7/16 in. legs having a 1/4-
<br />in. folded flange, fabricated from No. 25 MSG gals steel. Length to be 1/2
<br />in. less than the assembly height.
<br />3A. As an alternate to Item 3 Steel Framing Members* — galv. steel
<br />clips spaced 4 ft OC and 1-1/4 in. from top and bottem of column. A No. 28
<br />MSG galv steel support angle with 1-1/4 in. length shall be placed over
<br />clips and secured with screws attaching the wallboard. The angle cut 1 in.
<br />less than assembly height splices in angle to occur over clips. The clips for
<br />use with wide flange columns only.
<br />JOHN WAGNER ASSOCIATES INC, DBA GRABBER — Types CB,
<br />CB1 Clips.
<br />4. Corner Beads — No. 28 MSG galv steel, 1-1/4 in. legs to be attached to
<br />the wallboard with No. 6 by 1 in. screws spaced 12 in. OC max.
<br />5. Tie Wire — No. 18 SWG steel wire spaced 24 in. OC used with second
<br />layer of wallboard.
<br />6. Screws — For attaching first layer of wallboard to steel studs, and third
<br />layer of wallboard to 2 in. b 2 in. steel angle 2 t y y age ( 5 Ga) o be No 6 by 1 in.
<br />or 1-1/4 in. for 3/4 in. thick wallboard Phillips hself-drilling,-
<br />( ) p
<br />s ead self
<br />-
<br />tapping tapping double lead screws spaced 24 in. OC For attaching second layer
<br />of wallboard to steel studs and fourth layer of wallboard to 2 in. by 2 in.
<br />steel angle (25 Ga) to be No. 6 by 1-3/4 in. (or 2-1/4 in. for 3/4 in. thick
<br />wallboard) steel screws of the same type spaced 12 in. OC For attaching
<br />third layer of wallboard to steel studs to be No. 8 by 2-1/4 in. screws of the
<br />same type spaced 12 in. OC
<br />7. Finishing System — (Not Shown) — Joint compound applied over
<br />corner beads to a thickness of 1/16 in.
<br />* Indicates such products shall bear the UL or cUL Certification Mark
<br />for jurisdictions employing the UL or cUL Certification (such as
<br />Canada), respectively.
<br />Last Updated on 2017-10-24
<br />Design/System/Construction/Assembly Usage Disclaimer
<br />• Authorities Having Jurisdiction should be consulted in all cases as to the particular
<br />requirements covering the installation and use of UL Certified products, equipment,
<br />system, devices, and materials.
<br />* Authorities Having Jurisdiction should be consulted before construction.
<br />- Fire resistance assemblies and products are developed by the design submitter and
<br />have been investigated by UL for compliance with applicable requirements. The
<br />published information cannot always address every construction nuance encountered
<br />in the field
<br />- When field issues arise, it is recommended the first contact for assistance be the
<br />technical service staff provided by the product manufacturer noted for the design.
<br />Users of fire resistance assemblies are advised to consult the general Guide
<br />Information for each product category and each group of assemblies. The Guide
<br />Information includes specifics concerning alternate materials and alternate methods of
<br />construction.
<br />* Only products which bear UL's Mark are considered Certified.
<br />The appearance of a company's name or product in this database does not in itself assure
<br />that products so identified have been manufactured under UL's Follow -Up Service. Only
<br />those products bearing the UL Mark should be considered to be Certified and covered
<br />under UL's Follow -Up Service. Always look for the Mark on the product.
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<br />subject to the following conditions: 1. The Guide Information, Assemblies, Constructions,
<br />Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a
<br />non -misleading manner, without any manipulation of the data (or drawings). 2. The
<br />statement "Reprinted from the Online Certifications Directory with permission from UL" must
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<br />copyright notice in the following format: "© 2019 UL LLC".
<br />SYM
<br />REVISION
<br />BY
<br />APPROVED
<br />DATE
<br />SYM
<br />A
<br />PFP SPAR PAINT BOOTH 1 AND 2 - IFC W5983281
<br />I
<br />HG
<br />RLT
<br />11,19.19
<br />B
<br />PFP SPAR PAINT BOOTH 1 AND 2 - IFP W5983281
<br />HG
<br />RLT
<br />11.19.19
<br />REVISION
<br />Design No. N501
<br />July 06, 2018
<br />Restrained Beam Rating — 2 Hr.
<br />Unrestrained Beam Elating — 2 Hr.
<br />This design was evaluated using a toad design method other than the Limit States
<br />Design Method (e.g., Working Stress Design Method). For jurisdictions employing
<br />the Limit States Design Method, such as Canada, a load restriction factor shall be
<br />used — See Guide BXUV or BXUV7
<br />* Indicates such products shall bear the UL or cUL Certification Mark for
<br />jurisdictions employing the UL or cUL Certification (such as Canada), respectively.
<br />2 ___
<br />t< * • 2� 1/2'
<br />Steel' Beam — Min size, a W8X24 with outside dimensions of 7-7t8x5-1l2 in. with a flange
<br />thickness of 3/8 in., a web thickness of 1/4 in ; and a cross -sectional area of 7 06 srt in.
<br />1' Normal Weight Concrete —148 pcf.
<br />2. Steel Floor and Form Units* —1-112 in. fluted type, welded to beam.
<br />3_ Drill Screw — No. 8-18 by 1/2-in. long Phillips panhead drill screws, self -drilling
<br />and self -tapping, made of case-hardened steel.
<br />4 Runner Angle — 24 MSG gals steel with 1 and 2-in. legs. Fastened to steel deck
<br />12 in. O.C.with Item 3.
<br />5. Channel Bracket— Fabricated from 25 MSG galv steel, 1 11i16 in. deep with 1-in,
<br />legs and spaced 24 in. O.C. Fastened to the runner angles with item 3.
<br />6. Comer Angle — Same material as Item 4, fastened to channel brackets with Item
<br />3.
<br />7. Gypsum Beard* — 5I8 in thick_ First layer fastened with 1 1t4 in long,- 0.150 in
<br />diam screws spaced 16 in. O C. Second layer attached with 1-3/4 in. long, 0.150 in.
<br />diam screws spaced 8 in. O.C. Screws are self -drilling and self -tapping Phillips (lead
<br />made of case-hardened steel-
<br />CABOT MANUFACTURING ULC — Type X, 5r'8 Type X„ Type Blueglass Exterior
<br />Sheathing
<br />AMERICAN GYPSUM CO — Types AGX-1, AG G, LightRoc.
<br />BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1
<br />CERTAINTEED GYPSUM INC — Types FRPC, SF3, EGRG, GlasRoc, GlasRoc-2,
<br />Type C, Type X, Type X-1, Easi-Life Type X-2,
<br />CGC INC — Type C, IP-X1, IP-X2, IPC-AR, SCX, SHX or WRX.
<br />CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Types LGFC6A;
<br />LGFC-C'A-
<br />GEORGIA-PACIFIC GYPSUM L L C — Types 5, C, DAP, DD, DA, DAPC DGG„ DS,
<br />GPFS1, GPFS6. TG-C. Type X, Veneer Plaster Base -Type X, Water Rated -Type X,
<br />Sheathing Type X, Soffit -Type X, GreenGlass Type X, Type LWX. Veneer Plaster
<br />Base -Type LWX, Water Rated -Type LWX, Sheathing Type-LWX, Soffit -Type LWX,
<br />Type LW2X; Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X,
<br />Sheathing - Type LW2X; Soffit - Type LW2X
<br />NATIONAL GYPSUM CO — Types FSK, FSK-C . FSK-G, FSL, FSMR-C, FSW,
<br />FSW-C FSW-G. FSW-3 FSW-6. FSW-8.
<br />IlIrIkt[+li',islltsV/tells%;
<br />PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types C, PG-3,
<br />PG-9, PG-1 1 . PG-C, or PGS-WRS-
<br />PANEL REY S A — Type PRC
<br />SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1
<br />THAT GYPSUM PRODUCTS PCL — Type C, Type X_
<br />UNITEDSTATES GYPSUM CO — Types C, IP-X1, IP X2, IPC-AR, SCX, SHX. WRX;
<br />ULIX.
<br />USG BORAL DRYWALL SFZ LLC — Types C, SCX
<br />USG MEXICO S A DE C V —Types C, IP-X1; IP-X2, IP -AR, SCX, SHX, WRX.
<br />8. Corner Bead — Fabricated from 20 MSG gaiv steel to form an angle with 1-1i`4 in.
<br />legs. Legs perforated with 14 in. diam holes approx 1 in. OC. Attached to wallboard
<br />with special crimping tool approx 6 in. OC. As an alternate; the bead may be nailed to
<br />the wallboard.
<br />9. Joint Compound' —1/32 in. thick on boftom and sides of wallboard from corner
<br />beads and feathered out Paper tape embedded in joint compound overjoints with
<br />edges of compound feathered out.
<br />10. Protective Material — Spray -Applied Fire Resistive Materials* — Spray
<br />applied to the underside of the steel floor units, filling the flutes of the units and
<br />providing a smooth ceiling which was 114 in_ thick as measured from the bottom plane
<br />of the floor units.
<br />See Spray Applied Fire Resistive Materials (CHPX) category for names of
<br />manufacturers.
<br />11. Alternate Joint System — (Not Shown) — For lath only. A 1/16 in. thickness of
<br />gypsum plaster applied to entire exposed surface over either paper tape on joints
<br />embedded in cementitious compound or 2 1,f'2 in. wide glass fiber tape stapled 8 in.
<br />OC on joints.
<br />12 Alternate Construction - Steel Framing Members* As an alternate to Items
<br />3, 4, 5 and 6 steel clips attached to both sides of beam flanges 2 it OC and at ends of
<br />bream. First layer of gypsum board fastened to steel clips With 1-1A in. long Type S
<br />drywall screws., 2 in_ by 2 in_ 25 MSG angle fastened to clips on bottom portion of
<br />assembly with 2 in. long Type S drywall screws. Second layer of gypsum board
<br />fastened to angle and steel clips with 2 in long Type S drywall screws; spaced 2 ft
<br />OC_ Screws are self -drilling and self -tapping Phillips head made of case-hardened
<br />steel.
<br />JOHN WAGNER ASSOCIATES INC, DBA GRABBER — Type CB Clip.
<br />BY I APPROVED I DATE
<br />Design No. D902
<br />April 25, 2019
<br />Restrained Assembly Ratings —1, 1-1/2, 2 and 3 Hr.
<br />Unrestrained Assembly Ratings — 0, 1, 1-1/2, 2 or 3 Hr. (See Items 4 & 6)
<br />Unrestrained Beam Ratings — 1, 1-1/2, 2 and 3 Hr.
<br />This design was evaluated using a load design method other than the
<br />Limit States Design Method (e.g., Working Stress Design Method). For
<br />jurisdictions employing the Limit States Design Method, such as Canada,
<br />a load restriction factor shall be used — See Guide BXUV or BXUV7
<br />* Indicates such products shall bear the UL or cUL Certification Mark for
<br />jurisdictions employing the UL or CUL Certification (such as Canada),
<br />respectively.
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<br />� B SEE ITEM 6 ---1 ET-10N !B
<br />1. Beam — W8X28, W8x24 or W6x12, min size, see Items 6A through 6E.
<br />1A. Steel Joists — (Not Shown) —As an alternate to Item 1 — Composite or non -composite min 8kl or min
<br />depth and weight shall be 8 in. and 4.9 lb/ft respectively. May be uncoated or provided with a shop coat of paint.
<br />Designed per S.J.I. specifications for a max design stress of 30, 000 psi (30 ksi). Welded or bolted to end supports.
<br />The top chords shall consist of two angles measuring 1-1/4 by 1-1/4 by 0.127 in. thick. Bottom chords shall
<br />consist of two round bars measuring 0.S66 in. in diam. or two angles measuring 1 by 1 by 0.125 in. thick. Bearing
<br />plates shall consist of two angles measuring 1-112 by 2 by 0.188 in. thick and 5-1/16 in. long. Web members shall
<br />consist of 0.565 in. diam bars.
<br />1 B. Steel Joists — (Not Shown) — As an alternate to Item 1 — Composite or non -composite min 12k5 or min
<br />depth and weight shall be 12 in. and 7.1 Ib/ft respectively. May be uncoated or provided with a shop coat of
<br />paint. Designed per S.1.1. specifications for a max design stress of 30, 000 psi (30 ksi). Welded or bolted to end
<br />supports. Top chords shall consist of two angles measuring 1-1/2 by 1-112 by 0.156 in. thick. Bottom chords shall
<br />consist of two round bars measuring 0.675 in. in diam. or two angles measuring 1 by 1 by 0.125 in. thick. Bearing
<br />plates shall consist of two angles measuring 2 by 2 by 0.192 in. thick and shall be min 4-15/16 in long. The second
<br />web member at each end shall consist of 0.654 in. diam round bar. All remaining web members, including the end
<br />web members, shall consist of 0.774 in. diam round bars. Bridging per S.1.1. specifications is required when non -
<br />composite joists are used.
<br />1 C. Steel Joists — (Not Shown) — As an alternate to Item 1 — Composite or non -composite min 12k5 or min
<br />depth and weight shall be 12 in. and 7.1 lb/ft respectively. May be uncoated or provided with a shop coat of
<br />paint. Designed per S.1.1. specifications for a max design stress of 30, 000 psi (30 ksi). Welded or bolted to end
<br />supports. Top chords shall consist of two angles measuring 1-112 by 1-1/2 by 0.156 in. thick. Bottom chord shall
<br />consist of two round bars measuring 0.675 in, in diam, or two nangles measuring 1 by 1 by 0.125 in. thick. The
<br />second web member at each end shall consist of 0.654 in. diam round bar. All remaining web members, including
<br />the end web members, shall consist of 0.774 in. diam round bars. Bridging per S.1.1. specifications is required
<br />when non -composite joists are used.
<br />Note: Additional beams orjoists from the N series designs may be substituted for the listed beam (item 1) orjoist (item 1 A)
<br />respectively. When joists are substituted, the restrained rating of the joist must be equal to or greater than the restrained
<br />rating of the assembly. Additional beam and joist substitution requirements are in the front of the Fire Resistance Directory -
<br />III. FLOOR -CEILINGS AND ROOF -CEILING, item 7 -Steel Joist or IV. BEAMS.
<br />2. Normal Weight or Light Weight Concrete — Normal weight concrete, carbonate or siliceous aggregate, 3500
<br />psi compressive strength, vibrated. Lighteight concrete, expanded shale or slate aggregate by rotary -kiln method
<br />or expanded clay aggregate by rotary -kiln or sintered-grate method, or pelletized expanded blast furnace slag
<br />aggregate, 3000 psi compressive strength, vibrated, 4 to 7 per cent entrained air.
<br />Restrained Concrete Concrete Unit Concrete
<br />Assembly Rating Hr (Type) Weight pcf Thkns In.
<br />1
<br />Normal Weight
<br />147-153
<br />3-1/2
<br />1-112
<br />Normal Weight
<br />147-153
<br />4
<br />2
<br />Normal Weight
<br />147-153
<br />4-112
<br />3
<br />Normal Weight
<br />147-153
<br />5-1/4
<br />1
<br />Light Weight
<br />107-113
<br />2-112
<br />1
<br />1-112
<br />Light Weight
<br />Light Weight
<br />107-120
<br />107-113
<br />2-5/8
<br />3
<br />2
<br />Light Weight
<br />107-113
<br />3-1/4
<br />2
<br />Light Weight
<br />107-116
<br />3-1/4*
<br />2
<br />Light Weight
<br />114-120
<br />3-1/2
<br />3
<br />Light Weight
<br />107-113
<br />4-3/16
<br />3
<br />Light Weight
<br />114-120
<br />4-7/16
<br />5174
<br />7__ 7
<br />REGISTERED
<br />ARCHITECT
<br />BERTA L. G' ♦LIANO
<br />VR�
<br />TE OF WASHINGTON
<br />N
<br />11/21/2019
<br />ACCEPTABILITY
<br />R. PINLAC
<br />THIS DESIGN AND/OR
<br />CHECKED
<br />SPECIFICATION IS APPROVED
<br />R. PINLAC
<br />ENGINEER
<br />APPROVED BY
<br />DEPT.
<br />DATE
<br />R. GHIGLIANO
<br />CHECKED
<br />L.COSGROVE
<br />APPROVED
<br />R. PLUCINSKI
<br />APPROVED
<br />R. THIRTYACRE
<br />3. Welded Wire Fabric — 6x6 - W1.4xW1.4.
<br />3A. Negative Reinforcement — (Optional, Not Shown) Used in lieu of Item 3 and with Items 3B or 3C. For floor
<br />spans with concrete cast continuous over the supporting beams. Deformed bars designed to resist the support
<br />moments of the concrete slab in accordance with the latest ACI Building Code Specifications.
<br />3B. Fiber Reinforcement* — (Not Shown) — Required with Item 3A. Engineered synthetic fibers added to
<br />concrete mix to control shrinkage cracks in concrete. Fibers added to concrete mix at rate of 1 lb of fiber for each
<br />cubic yard of concrete.
<br />PROPEX OPERATING COMPANY L L C — Fibermesh 150 and Fibermesh 300.
<br />3C. Fiber Reinforcement` — (Not Shown) — Required with Item 3A. Any fiber reinforcement bearing the UL
<br />Classification Marking for Fire Resistance, Classified for use in lieu of welded wire fabric.
<br />See Fiber Reinforcement (CBXQ) Category for names of manufacturers.
<br />4. Steel Floor and Form Units* —composite 1-1/2, 1-5/8 , 2 or 3 in. deep gals units or 4-1/2 in. deep non -
<br />composite galv units. Fluted units may be phos/ptd. Min gauges are 22 MSG for fluted and 20120 for cellular and
<br />partial cellular units. The following combinations of units may be used:
<br />(1) All 24, 26, 28 or 36 in. wide cellular or partial cellular.
<br />(2) All fluted.
<br />(3) One or two 3 in. deep, 12 in. wide, 18/18 MSG min cellular alternating with 3 in, deep fluted or other cellular.
<br />(4) Any blend of fluted and 24, 26, 28 or 36 in. wide cellular or partial cellular.
<br />(5) Corrugated, nom 1-5/16 or 2 in. deep, 30 in. wide, 24 MSG min galy units with shear wires factory welded to deck
<br />corrugations. Welded to supports 12 in. OC through welding washers. For shear wire spacing of 8 in. or less the steel deck
<br />stress shall not exceed 20 KSI. For shear wire spacing greater than 8 in. OC but less than or equal to 12 in. OC steel deck
<br />stress shall not exceed 12 KSI.
<br />ASC STEEL DECK, DIV OF ASC PROFILES L L C — 32 in, wide Types NH-32, NHN-32, NHF-32; 36 in. wide, Types BH-36,
<br />BHN-36, BHN-3S-1/4, BHF-36, BHF-36A, 2WH-36, 2WHS-36, 2WHF-36, 2WHF-36A, 3WxH-36, 3WxHF-36, 3WxHF-36A,
<br />3WH-36, 3WHF-36, 3WHF-36A, 3W-36, 3WF-36, DG3W-36, DG3WF-36. All units may be galvanized or Prime Shield. Non-
<br />cellular decks may be vented designated with a "V" suffix to the product name. Cellular deck top and bottom sections may
<br />be riveted together (designated with "Fr") vs. arc spot welded, "F"
<br />CANAM STEEL CORP — 24 in. wide Type P-2432 composite or 36 in. wide Type P-3623, P-3606, P-3615 and 24 in wide
<br />Type P-2432 composite, Type P-3606 and P 3615 non -composite
<br />CANAM STEEL CORP — 12 or 24 in. wide, Types 1-112, 2, or 3 in. LOK-Floor and LOK-Floor Cell, 36 in. wide, Types 2 or 3 in.
<br />LOK-Floor and LOK-Floor Cell; 24,30 or 36 in. wide, Type 1-1/2 in. B-LOK and B-LOK Cell; 24 in. wide, Types N-LOK and
<br />N-LOK Cell
<br />CENTRIA, A DIVISION OF NCI GROUP, INC — QL Types, 24 in. wide, 3 or 3 inverted, UKX, 21 or 21 inverted, 2 in, 99,121,
<br />AKX, NKX, TKX; 24 or 30 in. wide GKX, GKXH, GKX-A; 36 in. wide 2 in. 99, AKX, WKX; 12 in. wide NKC, TKC; 12 in, wide non -
<br />composite Sec 12. Side joints of 99 121 TKC TK p ) X, WKX maybe welded together 60 in. OC. Sidejoints of 99, AKX, WKX,
<br />GKX, GKX-A, TKX may be fastened together with min 1 in. long No. 12x14 self -drilling, self tapping steel screws 36 in. OC
<br />CHIA TEH CONSTRUCTION MATERIAL CO LTD — 24 or 36 in. wide Mac-Lok 3; 24 in. wide CFD-3
<br />DECK WEST INC — 36 in. wide Type B-DW, Inverted B-DW, BA-DW, Inverted BA-DW, 2-DW or 3-DW. Sidejoints of Type
<br />2-DW and 3-DW may be fastened together with ruin 1 in. long No. 12 x 14 self -drilling, self -tapping steel screws 36 in. OC
<br />DESIGN ASSISTANCE CONSTRUCTION SYSTEMS INC — 36 in. wide Type DACS1.5CD, or 24 in. wide Type DACS2.00D, or
<br />DACS3.00D
<br />EPIC METALS CORP— 24 in. wide Types EC150, EC150 inverted, EC300, EC366, ECP150, ECP300, ECP366, ECA; 30 in. wide
<br />Types EC13150, ECBR150; 36 in. wide Types EC156, EC266, ECP266
<br />KAM INDUSTRIES LTD, DBA CORDECK — 24 in. wide, Types 2 or 3 in. WDR
<br />MARLYN STEEL DECKS INC — Type 1.5 CF, 2.0 CF or 3.0 CF
<br />NEW MILLENNIUM BUILDING SYSTEMS L L C — 24 or 36 in. wide Types 2.00D, 3.00D, 2.00FD, 3.00FD, 3.00FDES; 24, 30
<br />or 36 in. wide Types 1.5CD, 1.5CDI, 1.5CDR, 1.5CFD. Fluted units may be phos/painted or galvanized.
<br />ROOF DECK INC-36 in. wide Types LOK-1-1/2, LOK-1-1/2R; 24 in, wide Types LOK-2, LOK-3
<br />VALLEY JOIST+DECK — 24 or 36 in. wide Types WVC 1-112 or WVC 2
<br />VERCO DECKING INC - A NUCOR CO — FORMLOK" deck types PUB, B, BR, PLN3, N3, PLN, N, PLW2, W2, PLW3, W3. Units
<br />are min 24 in. wide and may be galvanized, phos./ptd., or mill finish. Units may be cellular or acoustical cellular, with the
<br />suffix "CD" or "CD -AC" added to the product name, respectively. All non -cellular deck may be vented or non -vented. 12 in.
<br />wide PLW2, W2, PLW3 or W3 units may be blended with 24 or 36 in. wide PLW2, W2, PLW3 or W3 units, respectively; or
<br />Types PLN3-CD, N3-CD, PLN3, N3.
<br />VULCRAFT, DIV OF NUCOR CORP— 24,30 or 36 in. wide Types 1.5VL, 1.5VU, 1.5PLVU, 1.5VLP, 1.5 VLR, 1.5PLVLP; 24 or 36
<br />in. wide Types 1.5VLPA, 1.5PLVLPA, 2VU, 2.OPLVLI, 2VU, 3VU, 3.0PLVU, 3VU, 2VLP, 2.0PLVLP, 3VLP, 3.OPLVLP, 2VLPA,
<br />2.OPLVLPA, 3VLPA, 3.OPLVLPA, Types 1.5VL, 1.5VU, 1.5PLVU, 1.5 VLR, 1.5VLPA, 1.5PLVLPA, 2VLI, 2.0PLVU, 2VU, 3VU,
<br />3.0PLVU, 3VU units may be phos/ptd. 24 or 36 in. wide Types 2VLJ, 3VU units ++ may be used for max 2 hr Restrained
<br />Assembly Rating, 36 in. wide Types 1.5 SB, 1.5 SBR; 24 or 36 in wide Types 2.0 SB, 3.0 SB, 36 in. wide Type High Strength 1.5
<br />SBI, 36 in. wide Type High Strength 1.5 SBN, Units may be phos/ptd
<br />Spacing of welds attaching units to supports shall be 12 in. OC for 12, 24, 36 in. wide units, four welds per sheet for 30 in,
<br />wide units. 6 in. OC for 18 in, wide and Sec. 12 units. Unless specified otherwise for specific units types, adjacent units
<br />button -punched or welded together 36 in. OC along sidejoints. For 3 Hr Rating, units with overlapping type sidejoints
<br />welded together 24 in. OC max.
<br />When a superimposed load of 250 PSF is desired the spacing of welds or button -punches shall not exceed 24 in. OC along
<br />sidejoints.
<br />++ Sidejoints of Types 2VU or 3VU units may be fastened together with No. 8-3/4 in. long self -drilling Tek screws driven
<br />diagonally from the top side through the joint of the units at 36 in. O. C. max.
<br />Alternate Construction — Non -composite units of the same type listed above may be used provided allowable loading is
<br />calculated on the basis of non -composite design.
<br />The Unrestrained Assembly Rating is equal to the Unrestrained Beam Rating (See Item 6) for a max 3 Hr and is limited to the
<br />following units and limitations:
<br />(a) 1-1/2, 2 and 3 in. deep, 24 or 36 in. wide, 22 MSG or thicker fluted with clear spans not more than 7 ft,
<br />8 in.
<br />(b) 1-112, 2 and 3 in. deep, 24 or 36 in, wide, 20 MSG or thicker fluted with clear spans not more than 8 ft,
<br />8 in.
<br />(c) 1-1/2 and 2 in. deep, 24 or 36 in. wide, 16 MSG or thicker fluted and 18/18 MSG or thicker cellular with
<br />clear spans not more than 9 ft, 11 in.
<br />(d) 3 in. deep, 36 in. wide, 18 MSG or thicker fluted and 24 in. wide, 20/18 MSG or thicker cellular with
<br />clear spans not more than 13 ft, 2 in.
<br />For assemblies utilizing 3-1/4 in. light weight concrete topping with a max Restrained Assembly Rating of 2 Hr, the
<br />Unrestrained Assembly Rating is equal to the Unrestrained Beam Rating (See Item 6) and is limited to the following
<br />floor units and spans:
<br />(a) 1-112, 2 and 3 in. deep, 24 or 36 in. wide, 22 MSG fluted and 20/20 MSG cellular with clear spans not
<br />more than 9 ft, 6 in.
<br />(b) 2 and 3 in. deep, 24 or 36 in. wide, 20 MSG fluted and 20/20 MSG cellular with clear spans not more
<br />than 10 ft, 0 in.
<br />(c) 3 in. deep, 24 in. wide, 20 MSG fluted and 20120 MSG cellular with clear spans not more than 13 ft, 2 in.
<br />4A. Steel Floor and Form Units* — As an alternate to Item 4, for use only when top of steel beam (Item 1) is
<br />filled solid with concrete for the full width of bearing from top of steel beam to top of concrete (Item 2):
<br />BAILEY METAL PRODUCTS LTD — Type COMSLAB'" 210 and COMSLAB"" 225, Steel End Closure Flashing
<br />5. Joint Cover — (Use with fluted units optional — Not Shown) — 2 in. wide cloth adhesive tape applied
<br />following the contour of the units.
<br />c SUBTITLE
<br />06,18.19
<br />11.19.19
<br />TITLE
<br />11.19.19 _.
<br />11.19.19
<br />11.19.19
<br />11.19.19 ARCHITECTURAL MASTER
<br />UL DESIGNS
<br />PFP SPAR PAINT BOOTH 1 AND 2
<br />BUILDING 40-058
<br />GENERAL NOTES
<br />GYPSUM BOARD BEAM WRAP UL DESIGN N501 TO BE SUBSTITUTED FOR
<br />THE SPRAY APPLIED FIRE RESISTIVE MATERIAL PICTURED IN UL DESIGN
<br />D902.
<br />SUBSTITUTION PERMITTED PER UL DIRECTORY EXPLANATORY
<br />NOTES ON BEAMS, GENERAL, 'APPLICATION OF A-,D-,G-,J-, AND P -
<br />DESIGNS':
<br />DESIGNS MAY BE SUBSTITUTED FOR TESTED BEAM PROVIDED
<br />THAT:
<br />1) THE UNRESTRAINED BEAM RATING OF THE BEAM BEING
<br />TRANSFERRED IS EQUAL TO OR GREATER THAN THE
<br />UNRESTRAINED BEAM RATING OF THE BEAM BEING REPLACED;
<br />AND
<br />(2) THE RESTRAINED ASSEMBLY RATING OF THE ASSEMBLY
<br />FROM WHICH THE BEAM IS BEING TRANSFERRED IS EQUAL TO
<br />OR GREATER THAN THE RESTRAINED ASSEMBLY RATING OF THE
<br />ASSEMBLY INTO WHICH THE BEAM IS BEING TRANSFERRED.
<br />2. PROJECT REQUIRES 1 HOUR FIRE RATED BEAM PROTECTION. 2 HOUR IS
<br />PROVIDED DUE TO LACK OF 1 HOUR UL TESTED DESIGNS
<br />3. SPRAY APPLIED FIRE RESISTIVE MATERIAL SECTIONS OF UL DESIGN
<br />D902 HAVE BEEN OMITTED.
<br />System No. C-AJ-1631
<br />October 04, 2017
<br />F Rating — 3 Hr F Rating — 3 Hr
<br />T Rating — 0 Hr FT Rating — 0 Hr
<br />FH Rating — 3 Hr
<br />FTH Rating — 0 Hr
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<br />r SECTION A -A
<br />,h l.()
<br />1. Floor or Wall Assembly — Min 2-1/2 in. (63 mm) thick reinforced lightweight or normal weight (100-150 pcf
<br />or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max area
<br />of opening is 1656 sq in. (1.07 m2) with max dimension of 46 in. (1168 mm).
<br />See Concrete Blocks (CAZT) in the Fire Resistance Directory for names of manufacturers.
<br />2. Through Penetrants — A max of seven penetrants to be installed in opening. Min clearance between
<br />pipes, conduits or tubing is 0 in. (point contact). Min clearance between pipe, conduit, or tubing and periphery of
<br />through opening is 0 in. (point contact). Pipe conduit or tubing to be rigidly supported on both sides of floor or
<br />wall assembly. The following types and sizes of pipes, conduits, or tubing may be used:
<br />A. Steel Pipe — Nom 12 in. (305 mm) diam, or smaller, schedule 10, or heavier, steel pipe.
<br />B. Copper Tubing — Nom 4 in. (102 mm) diam, or smaller, Type L, or heavier, copper tubing.
<br />C. Conduit — Nom 4 in. (102 mm) diam, or smaller steel electrical metallic tubing or steel conduit
<br />3. Forms — (Not Shown) - Used as a form to prevent leakage of fill material during installation. Forms to be a
<br />rigid sheet material, cut to fit the contour of the penetrating item and positioned as required to accommodate the
<br />required thickness of fill material. Forms to be removed after fill material has cured.
<br />4. Firestop System — The firestop system shall consist of the following:
<br />A. Packing Material — (Optional, Not Shown) - For floors greater than 2-1/2 in. (63 mm) thick, mineral wool bait
<br />insulation firmly packed into opening as a permanent or temporary form and recessed from the top surface of
<br />floor, or both surfaces of wall, to accommodate the required thickness of the fill material, Item 5B.
<br />B. Fill, Void, or Cavity Material* — Mortar— Min 2-1/2 in. (63 mm) thickness of fill material applied within the
<br />annulus. Mortar to be mixed with water in accordance with manufacturerl's instructions.
<br />3M COMPANY 3M FIRE PROTECTION PRODUCTS — 3M Fire Barrier Mortar
<br />* Indicates such products shall bear the UL or cUL Certification Mark
<br />for jurisdictions employing the UL or cUL Certification (such as
<br />Canada), respectively.
<br />The appearance of a company's name or product in this database does not in itself assure that products so identified have been
<br />manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and
<br />covered under UL's Follow -Up Service. Always look for the Mark on the product.
<br />UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.
<br />The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety
<br />and in a non -misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online
<br />Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material
<br />must include a copyright notice in the following format: "© 2019 UL LLC"
<br />, , r -
<br />ompow. 1.
<br />INEINEM PROJECT NO: 0012630.06
<br />CURRENT REVISION SYMBOL DATE
<br />W5983281 B 11.19.19
<br />SHEET
<br />A599
<br />JOB NO. COMP NO.
<br />W5983281
<br />DWG NO.
<br />EVERETT, WA 40-058-A599
<br />
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