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<br />U356
<br />Design No. U356
<br />I'I August 04, 2010
<br />�., (Exposed to Fine on Interior Face Only)
<br />Bearing Wall Rating 1 Hr
<br />Finish Rating — 23 &Tin or 25 Min (See Item 2C)
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<br />(-�,l� FIRESIDE
<br />HORIZONTAL SEDTiON
<br />I Wood Studs —Nom 2 by 4 in spaced 16 in. OC with two 2 by 4 intop and one 2 by 4 in. bottom plates. Studs
<br />laterally -braced by wood structural panel sheathing (Item 5) When Mineral and Fiber Boards* (Item SA) are
<br />considered as bracing -for the studs.the loadis restrnetcd to 7694, of allowable axialload. Walls effectively fire stopped
<br />at top and bottom of wall.
<br />2. Gypsum Board* —Any Classifie i 5/8 uc thick, 4 ft wide, applied vertically and sailed to studs and bearing plates
<br />Vitt OC with 6d cernent-coated nails, 1=718 in long with 114 in- diwn head.
<br />When Item 7, Steel Framing Memb ers*, is used, gypsum panels attached to furring channels with 1 in. long Type S
<br />ugle-head steel screws spaced 12 m OC
<br />When Item 7A, Steel Framing 1Vlernbers*, is used, two layers of gypsum panels attached to furnng channels. Base
<br />layer attached to furring channels with l m. long Type S bugle -head steel screws spaced 12 in. OC- Face layer attached
<br />to fatting channels with 1-5/8 in. long Type S bugle -head steel scre-vs spaced 12 in OC. All joints in face layers
<br />staggered with joints in base layers.
<br />See Gypsum Board (CKNX) Category for names of Classified Companies.
<br />2A. Gypsum Board" — (As an alternate to Item 3, not shown) - Any 5N in. thick4 ft wide gypsum panels
<br />supplied by the Classified Companies listed below shown Gypsum Board* (CKN)o category. Applied vertically
<br />and attached to studs and bearing platesw-ith I-114 in.long Type W coarse thread gypsum panel steel screws
<br />spaced a max 8 in. OC, with last screw I in. from edge of board.
<br />CANADIAN GYPSUM COMPANY
<br />UNITED STATES GYPSUMCO
<br />USGMEXICO SADE CV
<br />7
<br />_$. G sum Board" — As an alternate to Item 2 not show,.. 5/8 in. thick 4 ft wide sum panels applied
<br />Gyp ( � 8YP F PP
<br />verli rally and attached to studs and bead ng plates with 1-1/4 in. long Type W coarse thread gypsum panel steel screws
<br />spaced max St. OC, with last screw I in from edge of board-
<br />AMERICAN GYPSUM CO —Types AGX-I, AG-C
<br />CERTAINTEED GYPSUMINC ProF.oc Type C or Prokoc Type X-
<br />CERTAINTEED GYPSUM CANADA INC —P,,Rcc Type C or Pr Roc Type X
<br />PA13CO BUILDMC PRODUC IS L L C, DBA PABCO GYPSUM —Type PG -II
<br />TEMPLE -INLAND —Types X, Veneer Plaster BaseTypeX, Water Rated -Type X, Sheathing Type-X, Soffit -
<br />Type X, Type X- Com foitGumd Sound D eadening Gypsum Bond.
<br />2C- Gypsum Board" — (As an alternate to Item 2, not shown) -For Use with Item 5A only -518 in. thick 4 £t wide
<br />gypsum panels applied horizontally and attached to studs and bearing plates with 1-1/4 in. long Type W cow se thread
<br />i gypsum panel steel screws spaced a rn as S in. CC, with last screws 1 in. and 4 infrom edges of board. Finish Rating i s
<br />25 min
<br />PABCO BUILDING PROD UC TS L L C. DBA PABCO GYPSUM— Type PG -I I
<br />TEMPLE -INLAND —Type X. Veneer Plaster Base -Type X, Water Rated -Type X, Sheathing Type-X,Soff,t-
<br />Type X
<br />2D. Gypsum Board* — (As an alternate to Item 2 ) -Not to be used with item 7, 518 ea thick, 4 ft, wide, paper
<br />suaced applied veiti,:ally only and fastened to the studs endplates with 6d cement co Sued nails 1-7/8 in. long, 0,0915
<br />in shank duct and V4 indram heads, 7 in- CC.
<br />NATIONAL GYPSUM CO — SoundBreak XPTyne X Gypsum Board
<br />211 Wall and Partition Facings and Accessories* — (As an alternate to Items 2 through 21)) — Nominal 518 in. thick,
<br />4 ftwide. panels, secured as described ne Item 2
<br />SERIOUS MATERIALS INC —Type Qui etRock ES, Type QuietRock QR-527.
<br />3 Joints and NsiOreads — (Not Shown) —,Wallboard joints covered with tape and joint compound. Nail heads
<br />covered with joint compound.
<br />4. Batts and Blankets* — Mineral fiber or glass fiber insulation, 3-1/2 inthick, pressure fit to fill wall cavities
<br />between studs and plates. Mineralfiber insulation to be unfaced and to have a min density of 3 pcf. GI ass fiber
<br />insulation to be faced with al uminum foil or kraftpaper and to have a min density of 0.9 pcf (min R-13 thermal
<br />insulation iming).
<br />See Batts and Bl—kms (BKNV) Category in the Building Materials Directory and Batts and Blankets (BZJZ)
<br />Category in the Fire Rest stance Directory for names of aassified Companies.
<br />4A. Fiber, Sprayed* —As air alternate to Batts and Blankets (Item 4) Spray applied cellulose material. The fiberis
<br />applied with water to completely fill the enclosed cavity in accordance with the application instruct on supplied with
<br />I
<br />the product. Nominal dry density of 3 01bIR3 Alternate application method. The fiber is appli ed with U.S. Greenfiber
<br />rn 6
<br />Lr,c, T e ADI. J hot melt adhesive at a nominal ratio of pile art adhesive to -.6 parts fiber to completely fill the
<br />.I P P P Y
<br />lased ca,uly in ar._ordance with the application instructions supplied with the pr ocluct Nominal dry density of 2.5
<br />ibib,
<br />U S GREENF1BER L L C — Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Mason al)
<br />4B. Fiber, Sprayed* As an alternate to Item 4 and-2 Spray applied cellulose rnaterial. The fiberis applied
<br />withtwaterto completely fill the enclosed cavity in accordance with the application instructions suppliedwith the
<br />product. Nominal dry density of4S8lbfft''.
<br />NU -WOOL CO INC — C,1I.I.se Insulation
<br />4C. Fiber, Sprayed* As an alternate to B atts and Blankets (Item 4) - Spray applied cellulose fiber. The fiber is
<br />applied with water to completely fill the enclosed cavity in accordance with the application instruct ons supplied with
<br />I the product. The minimum dry density shall be 4. 0 lhs/fts-
<br />INTERNATIONAL CELLULOSE CORP— C,lbar-RL
<br />I 5. Wood Structural Panel Sheathing —Min 7116 in thick, 4 f, wide wood structural panels, ism grade "C-D" or
<br />"Sheathing' Installed with long dimension of sheet (.strength axis)of facegram ofplywood parallel with or
<br />I perpendi-alai t , sru,1/enc�al joints centered on studs Horizontal joints backed with nom 2 by 4 in, wood blocking.
<br />Attached to studs - exterior side of wall with 6d cement coated box nails spaced 6 in OC m perimeter of panels and
<br />12 in. OC along interior studs. 5A. Mineral and Fiber Eoards* As an alternate to Item 5 - Min I/2 in. thick, 4 ft
<br />wide sheathing, installed vertically to studs.'Jertical joints centered on studs. Horizontal joints backed with nom 2 by 4
<br />m- w—riblocking. Attached to studs on exterior side of wall with 1-1/2 inlong galvanized roofing nails spaced 6 in
<br />at perimeter of panels and 12 in. OC along inteiier studs . As an option a weather resistive ham or may be applied
<br />over the Mineral and Fiber B cards
<br />I TEMPLE -INLAND FOREST PRODUCTS CORP— Types Fibe,Brace or Qu,etBrace
<br />6. Exterior Facings— Installed in accordance with the manufacturer's installation instructions. ,')tie of the following
<br />iexterior facings is to be applied over the sheathing-
<br />A.. Vinyl Siding— Melded Plastic* — Contoured rigi d vinyl aiding having aflame spread value of 20 or
<br />i L-s
<br />See Molded Pl asti c (BTAT) category in the Building Materials Directory for ham es of
<br />im-,ifact,rers
<br />BParticle Board Siding— Hardbo and extort or si dings including pattern ed panel or lap siding.
<br />I'I C.Waod StructuralPanelor Lap Siding—APARated Siding,Exterior.plywood,OSBorcomposite
<br />panels w,th veneer faces and shuctural wood core, per PS 1 o,APA Standard PRP-108, mcluding
<br />textured, rough sawn, medium density overlay. brushed grooved and lap siding
<br />D Cementitious Stucco —Portland cement or synthetic stucco systems with self -furring metal lath or
<br />a•Lhest- base coat. Thickness from 318 to 314 m., depending on system.
<br />E Brick Veneer —Any type on nom 4 in. wide brick veneer When brick veneer is used, the rating is
<br />applicable w,th exposure on either face- Brick veneer fastened with corrugated metal wall ties attached
<br />over sheathing tc woad studs -with Ed nail per tie: ties spaced not more than each sixth course oflerick and
<br />max 32 m. OC him.:.ontally One in. air space provided between back veneer and sheathing.
<br />i F.Exteriorlamlationand Finish System(EIFS)—Nom tin. Foamed Plastic*insulation bearing the
<br />UL Classification Marking, attached over sheathing and fimshed with coating system, or Portland cement
<br />or synthetic shnecd systems, in accordane e with manufacturer's instructions. See Foamed Plastic (BRYX
<br />and CCV%Y) _e,Eones for names of Classified companies.
<br />G Siding — Aluminum or steel siding attached over sheathing to studs
<br />H Fiber-Cement Siding — Fiber -cement exter, or sidings including sin open an d patterned panel or lap
<br />siding
<br />7. Ste el Framing NIemb ers — ( Optional, Not Shown) — Furring Channels and Steel Framing Members as desc nbe.d
<br />bet ow:
<br />a. Furring Channels —Formed of No. 25 MSG ga'v steel. 2-3{8in. wi de by 718 in. deep, spaced 24 in.
<br />=-C perrpencherin to studs Channels securedto studs as desc,ibed in Item b. Ends of adjoining channels
<br />are overlapped 6 in and tied together with double strand of No 18 SWG galv steel wire near each end of
<br />.eedaci As an altemate, ends of adjoining channels maybe overlapped 6 in. and secured together with
<br />two selftapping #6 framing screws, min. 7116 in. long atilt- midpoint of the overlap, with one screw on
<br />I each flange oEthe channel. Gypsum board attached to furring channels as described in Item 2.
<br />b. Steel Framing Mantbers*—Used to attach furring channels(Item 7a) to studs Clips spaced48in.
<br />CC-, and secured to studs with No. 8 x 2-112 in coarse drywall screw through the center grommet. Furring
<br />channels are Pricti on fitted into clips.
<br />PAC INTERNATIONAL INC.— Type R SIC -I.
<br />i 7A. Steel Framing Members (Optional, Not Shown) * Furring channels and Steel Framing Members as described
<br />bel av
<br />a. Furring Channels —Formed o£No. 25MSGgalvstcel,spaced24m OCperpendicularto studs.
<br />�I, Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied
<br />I together withdeubl e strand cf No. 18 S'WG galv steel wire near each end of overlap. Two layers of
<br />gypsum board attached to furring channels as clescribedin Item 2-
<br />b. Steel Framing Nlernbers* — Used to attach furring channels (Item 7Aa) to interior side of studs. Clips
<br />spseed 48 in OC.. and securedto studs with two No- 8 x 2-t/2 in. coarse drywall screws, one through the
<br />hole at each end of this clip Furring channel. are friction fitted into clips-
<br />KINETICS NOISE CONTROL INC —Type Isomax.
<br />8. Nun -Bearing Wall Partition Intersection — (Optioned) Two nomin at 2 by 4 instud or nominal 2 by 6 in. stud
<br />I nailed together withtwo 3in long l0d nails spaceda max. 16 in. OC. vertically and fastened to one side of the
<br />I minimum 2 by 4 in. stud w,th 3in long 10d nails spaceda max 16 m. OC. vertically. Intersection between partition
<br />wood snids to be flush with the 2 by 4 in. studs_ The wall partition wood studs are to be framed by with a second 2 by 4
<br />m. wcod stud fastened with 3 in. long IOd nails spaced a mast. ID in. OC. vertically. Maximum one non -bearing wall
<br />partition intersection per stud cavity. Non -bearing wall partition stud depth shall beat a minimum equal to the depth of
<br />i the beangg well
<br />'Pearing the III. Classification Mark
<br />F6RESTOP SYSTEMS
<br />A CONTRACTOR(S) TO PROVIDE (CURRENT) UL LISTED
<br />PENETRATION FIRESTOP SYSTEM DESIGNS AND
<br />INSTALLATIONS COMPATIBLE FOR THE RATED
<br />ASSEMBLIES BEING PENETRATED.
<br />U305
<br />Design No. U305 i UNITED STATES GYPSUM CO —Type USGX (finish rating 22 min.)
<br />I 3H Gypsum Board* —(As an alternate to Items 3 through 3G) - 5/8 m. Ju,kpaper surfaced applied vertically.
<br />August 02, 2010 ''I Gypsum panels nailed 7 in OCwuh 6d cement coated nails 1-7/8 in. long, 0.0915 inshank diazn and 15/64 indiam
<br />head
<br />Bearing W all Rating — I HE
<br />Finish Rating — See Items 3, 3A, 3D, 3E, 3F, 3 G, 3H and 3I.
<br />ST C Rating - 56 (See Item 9)
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<br />1. Wood Studs — Noun 2 by 4 in. spaced 16 in. OC max., effectively fi restopp ed.
<br />2. Joints and Nail -Heads — Joints covered with joint compound and paper tape. Joint compound and paper tape may
<br />be omitted when square edge boards are used. As an alternate, nom 3/32 inthick gypsum veneer plaster may be
<br />applied to the entire surface of Classified veneer baseboard with the )cents reinforced with, paper tape Nailheads
<br />exposed or covered with joint compound.
<br />3. Gypsum Board* — 5f8 m. thick paper or vinyl surfaced, with beveled, square, or tapered edges, applied either
<br />horizontally or vertically Gypsum panels nailed 7 in. OC with 6d cement coated nails I-7f8 in. long. 0.0915 in. shank
<br />diam and 15/64 m, diam heads. When used in widths other than 48 in., gypsum panels are to be installed horizontally
<br />For an alternate method of attachment of gypsum panels, refer to Item 6, 6A or 6B, Steel Framing Members*.
<br />When Item 6, Steel Framing Members*, is used, gypsum panels attached to Furring channels with t in. long Type S
<br />bugle -head steel screws spaced 12 in. OC.
<br />When Item 6A, Steel Framing Memhers*, is used, two layers of gypsum panels attached to furring channels. Bas e
<br />layer attached to furnng channels with 1 in. long Type S bugle -head steel se,zws spaced 12 in. OC. Face layer attached
<br />to furring channels with 1-518 in. long Type S bugle -head steel screws spaced 12 in. CC. All joints in face layers
<br />staggered with joints in base layers. One layer of gypsum board attached to opposite side of wood stud without furring
<br />channels as described in Item 3.
<br />When Item 6B, Steel Framing R2ernbers*, m used, two layers of gypsum panels attached to furring channels. Base
<br />layer attached to furring channels with 1 in. long Type S bugle -head steel screws spaced 12 in. OC. Face layer attached
<br />to Furring channels with 1-5/8 in. long Type S bugle -head steel screws spaced 12 in. OC. All joints in face layer
<br />staggered with joints in base layer a minimum of 16 in. Joints oriented vertically and base layer staggered on opposite
<br />sides of the assembly. One layer of gypsum board attached to opposite side of wood stud without Tuning channels as
<br />described in Item 3.
<br />4 ft ids lied vertical Screw attached
<br />When Item 7 resilient channels are used 5f8 in. thick w sum panel a
<br />gypsum P PP Y
<br />r aced furnng channels with 1 in -long, self -drilling se(ffiapping Type S orS-12 steel. ec zw s spaced 8 in OC vertical joints
<br />located midway between ,wds.
<br />AMERICANGYPSUM CO —Types AGX-1(Finish rating 23 min-), Type AGX-11(finish rating 26 min) on Type
<br />AG-C
<br />BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO —Type DBX-1 (fimsh rating 24 min)
<br />CERTAINTEED GYPSUM INC —Type 1, Type SF3 (finish rahng 2C min) or FRPC, ProR.c Type C er P,.RUC
<br />Type X (finish rating 26 min), Type EGRG or G1asRoc (finish rating 23 min)
<br />CERTAINTEED GYPSUM CANADA INC—FroRoc Type C, ProRoc Type X or PmRoc Type Abuse -Resistant
<br />(finish rating 26 min)
<br />CANADIAN GYPSUM COMPANY —Type AR (finish rating 24 min), Type C (finish rating 24 min), Type FCV
<br />(finish rating 24 min), Type IP-AR (Finish rating 24 min), Type IPC-AR (finish rating 24 min), Type LP-X1 (finish
<br />rating 24 min), Type IP-72 (finish rating 24 min), Type SCX (finish rating 24 min), Type SEX (finish rating 24
<br />ruin), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min).
<br />GFORGIA-PACIFIC GYPSUML L C —Type 5 (finish rating 26 min), Type 6 (finish rating 23 min), Type 9
<br />(finish rating 26 min), Type C (finish rating 26 min), Type DOG (finish rating 20 min), Type OFFS (finish rating
<br />20 min), Type GPFS2 (finish rating 20 min), Type GPFS6 (finish rating 26 min), Type DS, Type. DAP, Type DD
<br />(Far sh rating 20 min), DA, DAPC
<br />LAFARGE NORTH AMERICA INC —Type LGFC2 (finish rating 20 min), Type LGFC3 (finish rating 20 min),
<br />Type LGFC6 (finish rating 26 min), Type LGFC-C (finish rating 20 min), Type LGFC6A (finish rating 34 min).
<br />Type LGFC2A, Type LGFC-CTA, Type LGFC-R11).
<br />NATIONAL GYPSUM CO —Type FSK (finish rating 20 min), Type FSK-G (finish rating 20 min), Type FSly
<br />(finish rating 20 min), Type FSW-2 (finish raring 24 min), Type FSW-3 (finish rating 20 n,m), Type FSW-5 (furl sh
<br />rating 22 min), Type FSW-G (Finish rating 20 min), Type FSK-C (finish rating 20 min), Type FSW-C (finish rating
<br />20 min), Type FSMR-C, Type FSW-6 (finish rating 20 min).
<br />NATIONAL GYPSUM CO Riyadh, Saudi Arabia —Type FR, or WR
<br />PABC0 BUILDING PRODUCTS L L C, DBAPABCO GYPSUM —Types C, PG-2 (finish rating 20 min). PG-
<br />3 (fin. sh rating 20 mtn),Types PG-3W. PG-5W (finish rating 20 min), Type PG-4 (finish rating 20 min), Type PG-6
<br />(finish rating 23 min), Types PG-3RTS, PG-SWS (font sh rating 20 min), Types PG-5, PG-9 (finish rating 26 min),
<br />PG-11 or Type PG-C.
<br />PANEL REY S A — Type PRX.
<br />SIAM GYPSUM INDUSTRY (SARABURI) CO LTD —Type EX -I (finish rating 26 min)
<br />TEMPLE -En AND— Type X, Veneer Plaster B ass -Type X, Water Rated - Type X, Sheathing - Type X, Soffit -
<br />Type X
<br />UNITED STATES GYPSUM CO —Type AR (finish rating 24 min), Type SCX (fen sin rating 24 min), Type C
<br />4mi.).T e IF Xl Finish
<br />finish ratio 24 .in),T e WRX finish ratio 24 min Type WRC finish rain 2
<br />( g YP ( g ), YF ( gYP
<br />rating 24 min), Type FCV (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SEX (finish rating 24
<br />min), Type FRX-G (finish rating 29 min), Type IP-AR (finish rating 24 min), Type IPC AR (finish rating 24 min).
<br />USG MEXICO S A DE C V —Type AR (finish rating 24 min), Type C (finish rating 24 min), Type WR { (finish
<br />rating 24 min), Type WRC (finish rating 24 min), Type IP-XI (finish rating 24 min), Type FCV (finish rating 24
<br />min), Type IP-X2 (finish rating 24 min), Type SHX (finish rating 24 min), SCX (finish rating 24 min), Type IP-AR
<br />(finish rating 24 min), Type IPC-AR (finish rating 24 min).
<br />3A. Gypsum Board* — (As an altemate to Item 3) — 5/8 in_ thick gypsum panels, with beveled, square, or tapered
<br />edges, applied either horizontally or vertically Gypsum panels fastened to framing with 1-114 in long Type "Y coarse
<br />thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 infrom edge of board. When used in
<br />widths of other than 48 in., gypsum boards are to be installed horizontally
<br />AMERICAN GYPSUM CO —Types AGX-1 (finish rating 25 coin.), Type AG-C (finish rating 25 min-)-
<br />CANADIAN GYPSUM COMPANY —Type AR (finish rating 24 min), Type C (fin sh rating 24 min), Type FCV
<br />(finish rating 24 min) , Type IP-A,R (finish rating 24 min), Type IPC-AR (Emich rating 24 min), Type IP-X1 (finish
<br />rating 24 min), Type IF-X2 (finish. rating 24 min), Type SCX (finish rating 24 min), Type SHX (finish rating 24
<br />min), Type WRC (finish rating 24 min), Type WRX (finish rating 24 min) -
<br />UNITED STATES GYPSUM CO —Type AR (finish rating 24 min), Type SCX (fini sh rating 24 min), Type C
<br />(finish rating 24 mm),Type WRX (finish rating 24 min), Type WRC (finish rating 24 min), Type IP-XI (finish
<br />rating 24 min), Type FCV (finish rating 24 min), Type IP-X2 (finish rating 24 min), Type SHX (finish rating 24
<br />min), Type FRX-G (finish rating 24 min), Type IP-AR (finish rating 24 min), Type PC -AR (finish rating 24 min).
<br />USG MEXICO S A DE C V —Type AR (finish rating 24 min), Type C (finish rating 24 min), Type `XR_,. (finish
<br />rating 24 min), Type WRC (finish rating 24 min), Type P-X1 (finish rating 24 min), Type FCV (finish rating 24
<br />min), Type IP-X2 (finish rating 24 min),Type SHX (fini sh rating 24 min), Type SCX, Type IF AR (finish rating 24
<br />min), Type PC -AR (finish rahng 24 min)-
<br />3B. Gypsum Board* — (As an alternate to Item 3) —Nom 314 in, thtck installed with 1-7f8 inlong cement
<br />coated nails as described in Item 3 or 1-3f8 in. long Type W coarse thread gypsum panel steel screws as described
<br />in Item 3A.
<br />CANADIAN GYPSUM COMPANY Types AR,IPAR.
<br />UNITED STATES GYPSUM CO — Types AR, P-AR
<br />USG MEXICO SADE C V —Types AR., P-AR.
<br />3C- Gypsum Board* — (As an alternate to Items 3, 3A and 313) - 518 in thick, 2 ft wide, tongue and groove edge,
<br />applied horizontally to one side of the ass embly. Installed with 1-7/8m long cement coated nails as described in Item
<br />or 1-IA in. long Type W copse thread gypsum panel steel screws as described m Item 3A. Joint covering (Item 2) not
<br />required
<br />CANADIAN GYPSUM COMPANY — Type SHX.
<br />UNITED STATES GYPSUM CO —Type SEX.
<br />USC MEXIC0 SADE C V —Type SHX.
<br />3D. Wall and Partition Facings and Accessories* —(AS an alternate to Items 3, 3 A, 3B and 3C, not shown) -
<br />Nomrnal 5/8 m thick, 4 ft wide panels, applied venc�ally to studs and bearing plates on one side ofthe assembly with
<br />1-518 m. long Type S screws spaced 12 m OC at perimeter of panels and 8 m OC m the field. Horizontal joints of
<br />vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint
<br />compound. Screwh eads covered with two layers ofjoint compound. Batts and Blankets placed in stud cavity as
<br />described in Item 5E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed
<br />SERIOUS MATERIALS INC —Type QuietRock QR-530 (finish rating 23 min).
<br />3E. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, or 3D -not shown) For Direct Application to Studs
<br />Only- Nom 5/8 in. thick lead backed gypsum panels with beveled, square or tapered edges, applied vertically. Vertical
<br />joints centered over studs and staggered min 1 stud cavity on opposite sides of studs Wallboard secured to studs with
<br />1-518 in. long Type W coarse thread gypsum panel steel screws spaced 8 in. OC at perimeter and in the field. Lead
<br />batten strips required behind vertic al j oints of le ad backed gypsum wallboard and opti coal at remaining. stud locati ons.
<br />Lead batten ships, min 1-1/2 inwide, max 10 ,thong with a max thickness of 0.125 in placed on the face of shads and
<br />attached to the stud with two 1 in. long Type 5.12 pan head steel s crews, one at the top of the strip and one at the
<br />bottom of the strip. Lead discs or tabs may be used in lieu of or in addition to the lead batten ships or optional at other
<br />locations Max 3M indi am by max 0.125 inthick lead discs compression fitted or adhered over steel screw heads or
<br />max lit in. by 1-1f4 inby max 0.125 in. thick 1 ead tabs placed on gypsum boards undeme ath screw locations pr+-or, to
<br />the installation of the screws. Lead batten strips to have a purity of 99.9%meetitie, the Federal specification QQ-L-
<br />201f, Grade "C".
<br />RAY-BARENGBVEERING CORP —Type RR-LBG (finish rating 24 min).
<br />3F. Gypsum Board* — (As an alternate to Items 3, 3A, 3B, 3C, 3D, and 3E) 518 in. thick gypsum panels, with
<br />square edges, applied either horizontally or vertically Gypsum panels fastened to framing with 1-1/4 in long Type W
<br />arse thread gypsum panel steel sr_rews spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of beard or
<br />nailed 7 in. OC with 6d cement coated nails 1-718 in long, 0.0915 in. shank diam and 15164 in. diam heads. When used
<br />in widths of other than 48 in., gypsum boards are to be installed. horizontally. Joints and nail heads treated as described
<br />in Item 2.
<br />TEMPLE -INLAND GrecrOlass Type X (Fresh rating 23 mtn).
<br />3G. Gypsum Board* — (As an alternate to Items 3, 3A, 3B,. 3C, 3D,. 3H and 3F) - 518 in, glass -mat faced with square
<br />edges, applied either horizontally or vertically Gypsum panels nailed 7 in. OC around the perimeter and in the field
<br />with 6d cement coated nails 1-7/8 in. long, 0, 0915 in. shank diam and 15164 in wane heads Nails shall beplaced t inch
<br />and 3 inch from horizontal joints and 7 inch OC thereafter.
<br />RC2602
<br />TEMPLE -INLAND —Type X ComfcrtGuard Sound Deadening Gypsum Board (finish rating 27 min).
<br />3I Gypsum Board* — (As an alternate to Items 3) - Not to be used with items 6 or 7 5/8 in thick paper surfaced
<br />applied vertically only. Gypsum panels nailed 7 in OC with 6d cement coated nails 1-7/8 in. long, 0. 0915 inshank
<br />wain and 15f64 io. diane heads
<br />NATIONAL GYPSUM CO SoundBreak XP Type X Gypsum Board
<br />3J Wall and Partition Facings and Accessories* — (As an alternate be Items 3 through 3I, not shown) —Nominal
<br />5/8 in thick.4 it wide panels, applied verti rally. Panels nailed? in OC with 6d cement coated nails 1-7f8 in long,
<br />0 0915 inshank dim and 15J64 indi am heads. Panel joints covered with paper tape and two layers ofjoint
<br />compound Nailheads c et ere d with two layers of jou t compound
<br />. INC .—T e uiztRock ES finish ratio _l min' Type uietF.ack R-527 finish
<br />SERIOUS MATERIALSType Q ( g 1, yp Q Q
<br />rating 24 min).
<br />4. Steel Corner Fasteners — (Optional) — For use at wall comers. Channel shape d, 2 inlong by 1 inhigh on the
<br />back side with two 112 inwide cleats protruding into the 5/8 inwide channel, faller cared from 24 Sarced galv steel.
<br />Fasteners applied only to the end or cut edge (not along tapered edges) of the gypsum board, no greater than 2 infrom
<br />corner of gypsum board, max spacing 16 in OC. Nailed to adjacent stud through tab using one No 6d cement coated
<br />nail per fastener Corners of wall bond shall be nailed to top and bottom plate using No. 6d rem ent coated nails 5
<br />Batts and Blankets* — (Optional -Required when Item 6A is us ed ) Glass fiber or mineral wool insulation. Placed to
<br />completely or partially fill the stud cavities. When Item 6A. is used, glass fiber or mineral wool insulati on shall be
<br />placed to completely fill the stud cavities and shall be secured to the studs 24 in OC with staples, nails or screws.
<br />CERTAINTEED CORD
<br />GUARDIAN FIBERGLASS INC
<br />JOHNS MANVILLE INTERNATIONAL INC
<br />KNAUF INSULATION GMBH
<br />OWENS CORNING HT INC, DIV OF OW ENS CORNING Corning Fiberglas Corp
<br />ROCK WOOL MANUFACTURING CO —Delta Board.
<br />ROXUL ASIA SDN BHD —Acoustical Fire Batts
<br />ROXUL INC —Acoustical Fire Batts
<br />THERMAFIBER INC Type SAFB.
<br />5A Fiber, Sprayed* —(Notshown - Not for use with Item 6A) As we alternate to Batts and Blankets (Item 5)
<br />I Spray applied cellulose material. The fiber is applied with ,water to completely fill the enclosed cavity in accordance
<br />with the application instructions supplied wrath the product. Nominal dry density of 3.0 lbfftl. Alternate application
<br />method The Fiber is applied ,with LT.S. Greenfiber LLC Type AD 100 hot melt adhesive at a nominal ratio of one part
<br />mlt;esrec to 6.6 parts fiber to completely fill the enclosed cavity in accordance with the application instuctions supplied
<br />with the product. Nominal dry density of2.5 felfte
<br />US GREE NFIBERLL C—Cocoon2 Stabilized or Cocoon-FRM(Frre Rated Material)
<br />5B Fiber} Sprayed* — (Not shown -Not for use with Item 6A) As an alternate to Batts and Blankets (Item 5) and
<br />Item 5A- Spray applied cal:ul ose insulation material The fiber is applied with water to inter or surfaces in accordance
<br />with the application instructions supplied with the product Applied to completely fi11 the enclosed cavity. Minimum
<br />dry density of 4.3 pounds per cubic it.
<br />NU -WOOL CO INC — Cellulose lnsul all on
<br />5C- Batts and Blankets* —Required for use with resilient channels, Item 7, 3 inthi ck mineral wool facts, placed to
<br />Fill interior of wall, attached to the 4 in face of the studs with staples placed 24 in OC,.
<br />THERMAMBER INC —Type SAFB
<br />SD Glass Fiber Insulation — (As analternate to Item SC) — 3in. thick glass fiber baits bearing the UL
<br />Classification Ivtarking as to Surface Burning andlor Fire Resistance, placed to fill the interior of the wall,
<br />attached to the 4 in. face of the studs with staples placed 24 in CC. See Batts and Blankets (BKNV or BZJZ)
<br />Categories for names of Classified companies.
<br />5E Batts and Blankets* (Required for use with Wall and Partition Facings and Accessories, Item 3D) —
<br />o O 80 of with a flnine s read of 25 or less and a smcke
<br />Glass Eller insulation, nom 3-1f2 in thick, min. density f p p
<br />developed of 50 or less, Friction,fittedto completely fill the -stud cavities See Batts and Blankets Category
<br />(BKNV) for names of m anufacturers-
<br />5F Fiber, Sprayed* — (Optional, Not Shown -Not for use with Item 6, 6A or 6B). As an alternate to Batts and
<br />Blankets (Item 5) and Item 5A-Spray epplted granulated mineral fiber material The fibzr is Spplizd with water to
<br />completely fill the enclosed cavity in accordance with the application instructions supplied with the product. See Fiber,
<br />Sprayed (CCAZ).
<br />AMERROCK PRODUCT S L P — Re Aw-1
<br />5G Fiber, Sprayed* —(Optional, Not Shown -Not for use with Items6. 6A or 6B). As an alternate to Batts and
<br />Blankets (Item 5) and Item 5A- Brown Colored Spray applied cellulose fiber. The Fiber is applied with water to
<br />completely fill the enclosed stud cavity in accordance with the application instructions supplied with the product. The
<br />mmimum dry density shall be 430lbslfts.
<br />INTERNATIONAL CELLULOSE CORP— Celbar-RL
<br />6 Steel Framing Members (Optional, Not Shown)` —Furring channels and Steel Framing Members as described
<br />bet ow.
<br />a. Furring Chw nAl Formed of No 25 MSG galv steel 2 318 m. wide by 718 in. deep, spaced 24 in.
<br />OC perpendicular to studs- Channels secured to studs as described in Item b Ends of adjoining channels
<br />are overlapped 6 it, and tied together,wrth double strand of No 18 SWG galv steel wire near each end of
<br />overlap As an alternate, ends of adjoining channels may be overlapped 6 inand secured together with
<br />two self -tapping #6 framing screws, min. Wit, inlong at the midpoint of the overlap, with one screw on
<br />each flange of the channel. Ciypsurn board attached to furring channels as described in Item 3.
<br />b. Steel Framing Members*— Used to attach furring channels (Item 6a)to studs- Clips spaced 48 in
<br />OC. RSIC-1 clips secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center
<br />grommet. RSIC V tips securedto studs with No 8 x 1-112 in. coarse drywall screw through the center
<br />hole. Furring channels are friction fitted into clips.
<br />PAC INTERNATIONAL INC —Types RSIC-1, R SIC-V.
<br />6A Steel Framing Members (Optional, Not Shown)' —Furring channels and Steel Framing Members on one rid
<br />I of studs as described below:
<br />I a Furring Channels —Formed of No 25 MSGgaly steel, spaced 24 in OC perpendiculn to stud
<br />Channels securedto studs as described m em Itb Ends of adjoining channels are overiapped 6 in and tied
<br />together with double strand of No. 18 SWG galv steel wire near each end of overlap- Batts and Blankets
<br />laced in stud cavity as described in Item 5. Two layers of sum board attached to fang channels as
<br />I P Y Y gypsum g
<br />described in Item 3-
<br />b Steel Framing Members* —used to attach furring channels (Item 6Aa) to one side of studs only.
<br />Clips spaced 48 in. CC_ and secured to studs with two No. 8 x 2-1/2 in coarse drywall screws one
<br />through the hole at each end of the clip Furring channels are friction fitted into clips.
<br />KINETICS NOISE CONTROL INC — Type Isomax.
<br />6B. Steel Framing Members (Optional, Not Shown) * Furring channels and Steel Framing Members as described
<br />i below.
<br />Ia. Furring Channels —Formed of 1To. 25 MSG galv steel 2-3/8 to -vide by 7f8 in. deep, spaced 24 in.
<br />OC perpendicular to studs. Channels secured to studs as d-mbed in Item b. Ends of adjoining channels
<br />are overlapped 6 inand tied together with double strand of No. I8 SWG galv steel wire near each end of
<br />I overlap. AS an alternate, ends of adjoining charnels may be overlapped 6 in and secured together with
<br />� two self-tappng #6 framing screws, .in. 7/16 inlong at the midpoint of the overlap, with one screw on
<br />each flange of the channel. Gypsum board attached to furring channels as described in Item.
<br />b. Steel Framing Members* —Used to attach furring channels (Item 6Ba) to studs. Clips spaced 43 in
<br />OC. Genie clips secured to studs with No. 8 x 1-1/2 incoarse drywall screw through the center hole
<br />Furring channels are friction fitted into clips
<br />PLITEQ INC—Type Genie Clip
<br />7 Furring Channel — Optional - Not Shown - For use on one side of the wall -Resilient channels, 25 MSG
<br />galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long
<br />diamond shaped point, double lead Phillips head steel screws When resilient channels me used, insulation, Items
<br />I 5C or 5D is required.
<br />i 7A. Steel Framing Members* Optional - Not Shown - Used as an alternate method to attach resili ent
<br />I channels (Item 7) to one side of studs only Clips attached at each intersection of the resilient channel and the
<br />wood studs (Item 1). Resilient channels are friction fitted into clips, and then clips are secured to the wood stud
<br />with min. 1-3/4 in. long diamond shapedpoint, double lead Phillips head steel screvas through the center hole of
<br />I the clip and the resilient charnel flange-
<br />lKEENE BUILDING PRODUCTS CO INC —Type RC Assurance.
<br />8 Caulking and Sealants— (not shown, optional) A bead of acoustical sealant applied around the partition
<br />perimeter for sound control
<br />III 9 STC Rating —The STC Rating of the wall assembly is 56 when it is constructed as described by Items 1
<br />through 6, except:
<br />A. Item 2, above - Ialheads Shall be covered with joint compound
<br />B. Item 2, above - Joints As described shall be rovered wit}, fiber tape-djoint compound.
<br />I C. Item 5, above - Batts and Blankets*The cavities formed by the studs shall be friction fit with R-19
<br />i unfaced fiberglass insul ation batts measunhg 6-114 inn thtck and 15-114 in. wide.
<br />ICI above
<br />D- Item 6, -Steel Framing Members* Type RSIC-I clips shall be used to attach gyp sum board to
<br />studs on either side of the wall assembly:
<br />E. Item 8, above - Caulking and Sealants (not shown) A bead of acoush cal sealant shall be applied around
<br />the partition perimeter for sound control
<br />F Steel Corner Fasteners (Item 4), Fiber, Sprayed (Items 5A and 5B ) and Steel Framing Members (Item
<br />6A), not evaluated as alternatives for obtaining STC rating.
<br />10 Wall and Partition Facings and Accessories* —(Optional, Not shown) —Nominal lf2m threk,4ftwtde
<br />panels, for optional use as an additional layer on one or both sides of the assembly Panels attached in accordance with
<br />manufacturer's recommendations. When the QR-510 panel is installed between the wood framing and the UL Classified
<br />gypsum board, the required UL Classified gypsum board laver(s) isfam to be installed as indicated as to fastener type
<br />and spacing. except that the required fastener length shall be increased by a minimum of 1/2 in Not evaluated or
<br />intended as a substitute for the required layer(s) of UL CImsifi ed Gypsum Board.
<br />SERIOUS MATERIALS INC —Type QmetRork QR-510.
<br />I 11 Cementitious Backer Units* — (Optional Item Not Shown - For Use On Face Of 1 Hr Systems With All Standard
<br />Items Required) - 1/2 in , 5f8 tn_ 314 m or fin thick, mar. 32 n, wide-- Applied vertealy or horizontally writhvertical
<br />I joints centered over studs, Fastened to studs and runners with cement board screws of adequate length to penetrate stud
<br />by a minimum of 3/8 in for steel framing members, and a minimum cf 3l4 m for wood framing members spaced a
<br />i max of in. OC. When 4 R- wr6e bonds are used, horizontal joints need not be backed by frnning-
<br />I NATIONAL GYPSUM CO —Type PermaBase
<br />12. Nan -Bearing Wall Partition Intersection — (Optional) —Two nominal 2 by 4 instuds or nominal 2 by 6
<br />in studs nailed together with two 3 in. long 1 Od nails spaced a.- 16 in. OC. vertically and fastened to one side
<br />of the minimum 2 by 4 instud with 3 in. long 1 Od nails spaced a max. 16 in. C?C:. vertically. Intersection between
<br />partition wood studs to be flush with the 2 by 4 in studs. The wall partition wood studs are to be framed by with
<br />a second 2 by 4 in wood stud fastened with 3 in. long 10d nails spaced a max 16 in. OC. vertically Maximum
<br />one non -bearing wall parhhon intersection per stud cavity. Non -bearing wall petition stud depth shall be at a
<br />minimum equal to the depth ofthe bearing wall.
<br />13 Avlesh Netting— (Not shown) -Any thin. woven or non -woven fibrous netting material attached with staples
<br />to the outer face .I.., ro-v of studs to facilitate the installation of the sprayed fiber from the opposite row.
<br />'Bearing the UL Classification Mark
<br />GA FILE NO. RC 2602 I 1 GENERIC I
<br />WOOD TRUSSES, GYPSUM WALLBOARD
<br />Base layer 5/8" type X gypsum wallboard applied at right angles to wood roof trusses 24"
<br />o.c. with 1114" Type W or S drywall screws 24" o.c. Face layer $/a" type X gypsum
<br />wallboard or gypsum veneer base applied at right angles to trusses with 17/sit Type W or
<br />S drywall screws 12" o.c. at joints and intermediate trusses and 11/2" Type G drywall
<br />screws 12" o.c. placed 2" back on either side of end joints. Joints offset 24" from base
<br />layer joints. Wood trusses supporting 1/2" wood structural panels applied at right angles
<br />to trusses with 8d nails. Appropriate roof covering. Ceiling provides one hour fire
<br />resistance protection for trusses.
<br />1 DOUR
<br />FIRE
<br />Approx. Ceiling
<br />Weight: 5 psf
<br />Fire Test: FM FC 172, 2-25-72;
<br />ITS, 8-6-98
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<br />y ARCHITECTURE &
<br />INTERIOR DESIGN, INC.
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<br />.m PLANNING I ARCHITECTURE I INTERIOR DESIGN
<br />745 orienta avenue, suite 1121
<br />altamonte springs, fl 32701
<br />phone: 407.830.1400
<br />fax: 407.830.4143
<br />AA0002731
<br />www.forumarchitecture.com
<br />Fort King
<br />Colony
<br />Apartments
<br />City of Zephyrhills, FL
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<br />__T SET DISTRIBUTIONS:
<br />EDITED BY: JT
<br />PROJECT NO.
<br />10-2651
<br />Clubhouse
<br />_ -_
<br />References-
<br />-. _ -11
<br />Assemblies
<br />Al T05
<br />B SUBMIT COPIES OF UL LISTED PENETRATION SYSTEM
<br />FOR APPROVAL WITH SUBMITTALS / SHOP DRAWINGS
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