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UL L546 (CONT.)
<br />UL U356
<br />UL U356 (CONT.)
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<br />Design No. IL546
<br />Fc:bruairy 14, 20 1 1
<br />Unrestrained AssemblyRating - I Hy
<br />Finisli Rating - 24 or 25 NEn (See Item 5)
<br />I .
<br />1. Flooring System - The flooring oy stem sh all consist of one: of the foll owing
<br />System No. 6
<br />S,ubflooririg hfift 1�132 of 1932 in- thick wood stuctufal panels, fnin grade "C-D" or "Sheathing". Fare grain e�5f
<br />plywood of strengt�. axis ofpatnel to be perpendiculafto tfussess ,,vith joint� staggered -
<br />Vapor Barrier - (Op tiumal) - Nom 0. 030 in. thick commercial asphalt saturated felt.
<br />Finish Flooring - Floor Tapping Affixture' -Min 3�4 or I in thicknes s offloor topping miywre for 19/32 or
<br />15n2 in thickwood structural panels respectively, having a min compressive: strength of 1000 psi, RtFtrto
<br />manufacturer's instructions accompanying the material for specific mix d.esign.
<br />ALLTEDCTTSTOMGYPSVMPIARTERWORKSLLC-
<br />Accu-CreLe, AccuRadiant, AccuI,Evet G40 and
<br />A c cuLev el SD �O
<br />Alternate Floor MatMterial' - (Optional) - Flo�w fnat material nominal 2 - 9 5 fnfn thick loose laid over the
<br />subfl o oi Fl oor topping sh at I b c a miri of 3/4 in. or I in. th ickne�s s of fl o or t i pping for 19/32 or 15�32 in- thi A
<br />wood structural panels itspectively.
<br />ALLIED C-USTOM GYPSUM PIASTERWORKS LLC - Type AccuQuitt P80, Type AccuQuitt C40, Type:
<br />AccuQui et RSM 20, Type AccuQuif�t RSM 32, TypeAccuQuiet RSI�6 48, Typ� AccuQuif-.tl SM 64, and Type
<br />AccuQ_iietRSM 120
<br />2- Trtisses-Paialltl chorcltr-usses spacedamax of241n OC fabricated from nom 2 by 4 lumber,with lumber
<br />oriented vertically at horizontally. Min truss depth Is 12 in Min truss depth is 12 in- wh,en used with Item 7C.
<br />Truss members secured together with min 0.036 in. thirkZalv steel plates. Plates: have 5JI6 in. lorip. teeth
<br />pf,�-jecting perpendicular to the plane ofthe pl ate. The teeth aft ifi. pairs facing each other (made by the same
<br />-
<br />punc!h), forming a split tc,oth type plate. Each tooth hag a chi�sel point on its outsi de edge with these points being
<br />diagonally c3pposite each other for each pair The top half of each tooth has a twist for stiffness. The. paii-,- are
<br />irptated on approximately 7/8 in- centers with four rows ofteffth per inch ofplatc wi dth
<br />3- Air Duct* (Optional) -Any TJ_L Class 0 or Class 1 flexibl c air diictinstallc6 in accordance vqth the
<br />instilucti�,ns provided by the darriper manufacturer
<br />4- C eiling Damper * - (Optional. To b e lased witlk Air Duct Item 3.) - For u se with min 18 in. deep trusses.
<br />Max nom area shall be 324 s q in. May squ are s Lze s hall l,e IS in. by 12 in. Re ctangular size s r, ot to ex cetd 324 sq
<br />in with a max vt dth of 12 in. Max height of damper shall be 14 in- ASaregate damper openings sh all n ot erceed
<br />162:;cl in. per I 00 gq ft of c eiling area. Damper installed in accordance with the manuEacturefo installation
<br />in stru rti c5n s provide d vi th tb e damper. A gte el grille (Item 9) A all be in stall ed in ac cordan c P with in st ail ad on
<br />instricticris
<br />C&SAIR PRODUCTS - Model RD-521
<br />I'OT TOEFF - Model CFD-521
<br />4A. Alternate Ceiling Damper' - Max nom area shall be 196 sq in Max square size shall be 14 in. b-y 14 in
<br />Rectangular sizts not to exceed 196 sq in. v, ith a max width OF 26 in. Max b eight of'damper shall be 7 in,
<br />Aggregate damper openings shall not exceed 92 sq in per 100 sq ft of ceiling area. D amper nstalleci
<br />' ' in
<br />accordance with the! manufacturers installation instructions provided with the damper, A stati F'rille (Item 9) I -lot
<br />to exceed 144 in 2 shalt be installed in accordance With installation instructions
<br />C&SAIRPRODrCTS -Model RD-521-BT
<br />POTTORFF-Model CFD-521--BT.
<br />5- Eatts andElankets' - (Optional With Items7and 713; Requir2dWith Item 7A) - Max 3-lf2in. thickness
<br />ofg1ass fiber insulation. Insulation securedto thcptywoocl subfloorwith staples spaced 12 in. CC orto thr�
<br />trusses with 0,090 in cliam gatv steel wires spaced 12in OC.Any glass fiberinsulation bearingthr..TTL
<br />Clas sification Marking as to Surface Burning Characten stics and/or Fire Resistance, having a inin density of 0 5
<br />pcf may be: use d. As an option, the insulation may be fitted in the conce:aled space, draptd over the resiLitnt
<br />channel s and gypsum board ceiling membrane wher. the resilient channels and gypsum board attachment is
<br />-ed as spec
<br />mo difi ified in Items 6 and 7. The finishedrating has only been determined when the insulation is
<br />secuie!dto the sulbEoorwlth the exception ofType AG-C. The finish rating forType AG-C when batt insulation is
<br />draped over the resilient channel/gypsum board cemiling monibrarie is 24 min.
<br />5A. Fiber, Sprayed* -As an alternate to Item 5 when insulation is draped overthe resilient channels and
<br />gypsum board ceiling membrane, Spray -applied cellulose. insulation material having a min density of 0-5 pcf and
<br />insta.11cd at amax thicL-ness of 3-1/2 in. When used, the rcsilLert: channel andgypsurn board atta-clinient is
<br />modified as specifiedin Items 6 and 7 and wire! mesh (Item 10) shEtll be attachtdto the furring channels to
<br />facilitate. instEtIlation ofthe material. The finishedirating when Fibe:r, Sprayed is use� has riot b"n determined
<br />The fibPris applied with water within the uonuu��Lltd spare, over the iesilient channtQgypsum bQ�strd ceiling
<br />membrane, in accordance witli. the application instructions suppliedwith the product. Alternatezriplicatica
<br />,
<br />method The fiber is applied with U.S_ Greenfiber LLCType AD100 hot mt-It adhesive at a nominal ratio ofone
<br />part adhesive to 6.6 parts fiber in accordance with the application instructions supplied with the product.
<br />Alternate application method The fiber is applied uithoutwatpt or adh esive in accordance. with the applic ation
<br />instructi on s suppli ed ,az th the pro duct.
<br />U S GREENFIEBERL 1 C - Cocoon2 Stabilized or Cocoon-FR�M (Tire Rated Material)
<br />5B. Fib er, Sprayed * - As an i�ilternatt to Items 5 and 5A, Spiay-appli ed cf,llulos e insulaticri material When
<br />-used, the resilient cl2arintl and gypsum b,:.ard attachment is modified as specified in Items 6 and 7, and wire mesh
<br />(item 10) s:hall be atta.Aed tc, the furring Qlaarinels to facilitate installation of the material. The fiber 1 s applied
<br />with water within the concealed space, over the resilient ch antic 1/,Syps uni boar i ceiling membrane, in accordance
<br />with the appli:at:ion instructi ons: suppl ed with the procluct, and may substantially fill the concealed space
<br />'
<br />Nominal dry density of 3 0 lb/ft3 Alternate application method The fiber is applied with TTS. Greenfit-ei ILC
<br />Type AD100 hot melt ac'1hesive at a nominal ratio of one part adhesive to 6.6 parts fiber -in accordam:e -,vi th the
<br />application instructi ons suppliedwitla the product. Nominal dry ctensity 4 2.5 ib/ft3. -Alternate a_ppLicati on
<br />metliod: The fiber is apph cd without water or a-dhesive at a norninal dry density of 3.0 lb/fP, in accoidance with
<br />the applicat on instructions s upplicd wit�i the product. When Item �B (Fiber, Sprayed) is used, two layers of
<br />gypsurn bv�Lr� reqvirt6 as described in It= 7. 1TQt evaluated for use with Item 6B, 6C or 61)�
<br />U S GREENFIBERLL C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material)
<br />6- Resilient Channels - Resilient channels, V2 in. deep by 2-3/8 in. wi de at the base and 1-312 An. wide at the
<br />face, forna ed from 0.020 in t hick g alv steel, space d 16 in. CC pefp en eliculaf t o tfusse s. When insul ation (Ite ins 5,
<br />5A, 51�) is draped over the fessili ent ch mne!Ugypgirm boaif� ceiling membrane, the spacing shall -be fedu cei to 12
<br />in OC C%annpls rp cured to each truss with 1-114 in long Type S bugle head steel s crem, s. Channels overlapped 4
<br />in. at splices Two chamit1s, spaced 6 in OC, oriented opposite each gypsum board endjoint as shown in tht
<br />above illustration. Additonal. channels shall extend 6 in beyond each side edge ofboard,
<br />6A. Strel Framing Members' - (Not Shown) - As an ailtemate: to Item 6, furring channels and Steel Traming
<br />Members " as describ ecl bel ow
<br />a. Furring Channels - Formed of No. 25 MSG galv steel, 2-3/9 in, wide by ')/8 in. deep, spaced 24 in. CC
<br />perpendicular to trusses. When batt insulation (Items 5) is draped over the resilient claannel/gypsum board ceiling
<br />membrat-Le, the feoilient channel spacing shall be reduced to 12 in. OC. Channels secured to trusses as described
<br />in Item b Ends of adjoining chaiiiiiels o-verlapped 6 in. and tied together with double sttand ofNo 12 SWC4 gatv
<br />steel wire near each end of overlap
<br />b- Steel Framing Members' - Uscd to attach furring cnannels (Rom a) to trussps (Item 2). Clips space d 48 in.
<br />-F2 in. coarse drywall screw through the center
<br />OC. ISIC-1 clips secured to altematingjoi5ts with No. 8 x 2
<br />grommet. RSIC-V dips st-,cure6to alternating joists witl-i ITQ. 8 z 1-1/2 in, coarse dr�,all screw thLQugh the
<br />center hole. Furring channels are friction fitted Into �Ilps. Ad_jQimng channels are overlapped as described in Item
<br />a As an alternate, ends of adjoining channels may be overlapped 6 in. an A s ecured together with two selF-tappin8
<br />No. 6 framing screws, min 7/16 in. long at the midpoint ofthe overlap, with one sci ew on eachil ange of the
<br />channel Additi oral dtp�s fequirpd to hold furr-ing nhannpl that supports the gypsum board butt j:�ints, as �Iescribed
<br />in Item 7.
<br />11AC LITTERNATIO NAL INC - Typ e RSIC-1, R SIC-V
<br />i ___ - - - - - __ .. - ____
<br />I UL L546 (CONT.) -
<br />'B.Alternate Steel Fr am in gMembers— (Not Shown) -ks an altem ate t-o It ems 6 and 6A,mainrunners, cross
<br />h
<br />tees, cross chatin cis and wall angle as I isted below
<br />a Main Runners — Nc?m 10 Or 12 ft long, l5f16 in� or 1-1/2 in widr fact-, spac,ed 4 ft OC Main runarls
<br />su,z- p en d e d by mi n 1 2 �'W G g al v ste el h ang e r wire s qp ac ed 4 S in. 0 C. H ang er wire s to b e I oc ate d a dj acent to rn ain
<br />.
<br />rinner/cross tee intersections Hanger wiies wrapped and twist-fied on 168 nail s drven -in to side of trusses at
<br />least 5 in above the! bottom fare
<br />b- Cros s Tees or Channels - Nom 4 ft long crog g te e z, with 15/16 in. of I -lJ2 i n. wide fac ea, of nofn 4 ft I ong
<br />ut os,s channel s, wi th I - IJ2 i n. wi de Face, ei ther spac ed 16 in, OC, instadl. e d p erp t!ndi cul ai to tb t in ai n runners.
<br />Additional cross tc es or chatin el s u se d 8 in. from ea ch si de of butted gypsum boar d end joints. The cro s s tee s or
<br />rhan n el s may bf,, fivettd or � crew -attach ed t o the, wall angl r or charn el to facili tate th t c eili ng ingtaE at on
<br />c. Wall Angl e or Channel - P itiate d or g alv s ttel angl c with I in, I egs or channe 1 w ith 1 in. 1 egs, 1-9f 1 6 i n dcep
<br />attac herj to walls at Pcr.,m ctcr of C�il ing with faoreners 16 in. 0C. To s uppQrt oteel fra ming m emb tr ends and for
<br />scl evIl-attachment ofthe gypsum panel.
<br />CGC INC - Typ e DGL or RX
<br />USG INTERIORS INC - Type DGL or RX.
<br />6C. Steel Framing Members' - (Not Shown) -As an alternate to Items 6, 6A and 6E
<br />a Furring Channedg- Hat-shapcdfurring channels, 7Y3 in. deep by 2-5/8 in. wide at the bas e and 1-114 in,
<br />wide at the fact, formcd from No. 25 ga. galv steel, spaced max. 16 in. OC perpcndimlar to trusses and Cold
<br />Rolled Cliantiels (Item 6Cb). Furring channels secured to Cold Rolled Channels at every intcrsrction with a 112
<br />in. pan hp_a,�splf-jidling selew thrQugh eauLLrring channel leg. Ends Qfadjoiniag rliannels overlapped 4 in� and
<br />tiedtogttlier with UVQ double strand NO. 18 SWO galv sted wire, fie:s, one at each end QfQverlap. Su-pplemental
<br />furring cliannels at base layer and outer layer gypsum boarcl buttjoints are. not required. Batts and Blankets
<br />draped over furring channels as describedin Item 5- Two layers of gypsum board attached to furring channels as
<br />dcc:cfibe6iti ItemT
<br />b Cold Rolled Channels - 1-1�2 in by lf2 in.,formedfrom No. 16 ga- galT.T steel, positioned verti cally and
<br />parallel to trusses, friction-fitttd into the channel caddy on the, Stcel Framing Members (Item 6Cd) Adjoining
<br />lcngths of cold r:)1ltd channels lappeAmin 6 in and wire-ticd together with two double strand 18 SWGgalv steti
<br />wirt ties, one attach end of overlap.
<br />c. Blocking -Where truss design does not permit dircct, full contact of thc:hanger �racket, a piece ofnominal 2
<br />by 4 in lumbpr (blockin,g), min. 6 In. long toperraitfuil contact ofthe hanger bracket, to'be secured vertically to
<br />the si,le of thetruss (Item 2) atthe top and bctt�cm of the blocking at each Steel Framing Member (Item 6Cd)
<br />I :_� c ati on.
<br />�i_ Stee I Fr aming M em b er s * - H am g ef:; sp ac e d 4 2 � n. 0C. in ax a 16n g tra s s, a:n,:l s e eu re 4 t o th e! B I o r,ki n g (It tin
<br />6Cc) ort alternating trusses with a single 5fl 6 in. by 2 in- hex head lag bolt c3r four #6 1-114 in drywall sr�rpws
<br />throug�L mounting hola(s) on the hanger bractcet Th t two 1/4 in- long s"el teeth on tie hanger are embedded in
<br />the sicie of the bl ocking. Hanger positi. oned on blocking and leveling bolt height adj
<br />11 st c d su ch th at furring
<br />rhanarl - are flush with bottom of trus scs before gypsum board installation Spring gauge ofhanger chosen per
<br />manufactulerVs instructi Dias,
<br />KINE TICS NOISE CONTROL INC - Type ICW_
<br />6D . Steel Framing A4.embers* - (Not Shown) -As an alternate to Items 6. 6A, 6B and 6C.
<br />a. Furring Channels- Forme-d ofNo. 25 MSG,Salv steel, 2-318 in. wide by 7/8 in. deep, spaced 16 in. OC
<br />pefpendiculaf to wood structural m embers. When insulati-c.n, Items 5 or 5Ais applied over the furring
<br />chatinel/gyp sum panel ceiling merribrant, the furring channelspacing sballbereducPdto 12in CC Charmek
<br />secuitd. to trusses as descnbcd in Item b. Ends of adjoining channels overlapped 6 in and tied together with
<br />double stand ofNo. 18ZWG
<br />.g a1v ste! tl wir e n ear e ach end of ov erlap,
<br />b. Steel FramirtgMErnbers* - TJsed to attach furring channels (Item a) to trusse:s (Item 2). Clips spac;ed 48 in.
<br />0c, an 0 ;5 tcur�-, d tc- the bottom Q�L ��:d of alternating trus s e s with tw Q No. 2 x 2-1/ 2 in. c, ol.�rse drywall s �rews, one
<br />through the hol c at each end oft�Lp clip. 'When insul ation, Items 5 or 5ki s applied overthe furring
<br />channel�gypsum panel ceiling membrane, the clip spacing shall be reduced to 24 in. OC and secured to
<br />congecutiv P trusses Purring channel s are fri ctioft flttedinit6 ctips� Adjoining channels are overlapped as describe d
<br />in Item a- As an altenfriate, ends of adjoining Aafinels may be! overinpped 6 in. an d s Pnufpd togethef with two self
<br />tapping No 6 framing screws, min 7/16in. long atthe midpoint ofthe overlap, with one! gcrewon each flange of
<br />the channel. Addinnal clips required to hold furring channel that supports thegypsum board butt joints, as
<br />ieqrnbedin Itcm7. Twolayers ofgypsurn boardrcquireclas clescribedinitern 7.Notevaluatelforuse withIttm
<br />11B,
<br />KINE TICS NOISE CONTROL INC - Type Lomax.
<br />6E. Steel FraminglVfEmbers' - (Optional, 14�,t Shown) - Used as an alternate metho6to attach min. 1�2 in,
<br />-
<br />deep feLilient channels (Item 6) to wood trusses (Item 2). Resilient channels are friction fitted into clips, and then
<br />I
<br />clips are secured to the! bottom chord of each wood truss: with amin. 1-3A n. lone, Type S bugle licad steel screw
<br />'
<br />thiough the center hole ofthe clip and tle :resilient channel flange Adjoining resilient channels are overlapped 4
<br />in under trusses. The clip flange is opened slLght13 to accommodate the twc. overlapped channals..Additi onal
<br />clips r equired. to h old r e�ilient cLann el th at supports the gyps urst board buttjoints, as deg cribed i n Item 7.
<br />KEENE BUIL DING TRODUC T S CO EYC - Type RC Assuraric e
<br />6T. Steel Framing Members - (Not Shown) -As = alternate to Item 6, furring channels and Steel Framing
<br />Me!m�er�'z�s descnbe�belQw:
<br />a. Furring Channels- Formed ofNo. 2SMS:Ggalv steel, 2-318iri. wide by-)/8 In. deep, spaced 2-4 in. OC
<br />perpendicalof to trusses. When batL insulation (Items 5) is draped over the reg�lient channel/gypsurn board Ceiling
<br />Me irtbraft P, 6 e fe sit ient channel s p acing shall be feduc ed to 12 in. 0 C. Channels secured to trus ses as desetib ed
<br />in Item b. Ends c5f adjo-ining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv
<br />steel wire near each end of overlap
<br />b� Steel Framing Members* - Used to attach fi�iririg channels (Ite!m a) to trussts (Item 2) Clips space d 48 in.
<br />OG Genif-Clips �ecured to aittmating joists with Fo� 8 x 2-1/2 in. coarse drywall screw through the center
<br />gromaitt Whm insulat on, Items 5 is applitd over the furring channel1gypsurn panel ceiling mernbrane, the clip
<br />spacing shallbe reduced to 24 in OC and secured to cons ecutive trusses, Furring channels are f�i ction fitted into
<br />clips AdJOIMD8 channels are overlapped as 8escnbedin Item a As an alternate!, ends of adjoining channels may
<br />be OwErlaPFPA 6 in and securcdtogether w th two self-tapp n&No Gfram ng scrcws,m-n 7/16 _n lc)ng attlie
<br />midpoint oFthe �'Iveflap, with ene gcrewoft'each flange ofthe chaftnel. Additional clips f'equire�to holdfurring
<br />channel that support� the gypoufn �oardburttjoints, as .degcribedin IterA7. Not eval-tiatedfortige with Item 5A of
<br />5B.
<br />FLIIEQ INC - Type GEIRECLIP
<br />', - Gypsum Board' - 1,Tom 5�8 in thick, 48 in. widr- gypsum board. When resilient channels (Item 6) are used,
<br />g7psurn b,mrd installiedwith long dimension ptrpendicxlar to resilient channels. Gypsum board stcuredwith I in
<br />long Type S bugle head screws spaced `12 In CC and located a min of t/2 in. from side joints and 3 in. from end
<br />joints. Eadjoints secured to both resilient channels as shown in endjoint detail. ��cri batt insulation (Item 5) is
<br />draped over the resilient channeligypsum boarcl ce!1ling membrane, screws spacing stiall be S in. 0C_ When Steel
<br />Framing Members* Jtern 6A, 6F) are used, gypsum board installed VInth long chmension perpenclicular to
<br />furring channels and sidFjotnto cfshe etl ocatedbeneath joists- Gypsum board secure! tc� furring channels with I
<br />in. long Typ� S bugle head screws spaced 12 in. CC in the field. Butted endjoiriLs shall be staggeledrmn 2 ft
<br />,v,ithin the assembly, and occur �)ttwem the uontinuous furring channels At butted erijjoirit�:, each trid of each
<br />gypsum board shall bt- supporte d by a single length offurring channel equal to the width ofthe.gypsum board
<br />plus 6 in. on each end The two furing channels shall be spaced approximately 3-1f2 in CC and be attachedto
<br />linJeisi4e of the joist with one clip at each end ofthe channel, Screw spacing al�.ng the �-adiQint sha� �� 8 in.
<br />oc�
<br />A11FRICAN GY PSUM C 0 - Typ E AG -C
<br />CANADIAN GYFSUM C 012A NY - Type s C, EP-X2, IPC--A-R
<br />UNITED STATES GYPSUM CO -Types C, IP-X2, IPC-AR
<br />USG AIE)aCO S A DE C V - Types C, IP-X2, IPC-AR
<br />'7A G�psum Board* - Nom 5/8 in thi ck, 48 in wide gypsum board, installed with lorig dimttiston
<br />�
<br />pe-i-ptridicular to rcsilient channel s. Gyps am board secured with 1-1/8 in. long Type S bugle. head screws spaced 8
<br />in �)C and located a tnin of 1/� in from si de joints and 3 in from the enijoints. Endj oints securtd to �)oth
<br />I
<br />I rt�ili,nt channtL as sli.Qwn in cri6jQint detail. Men Item 7A is used, the insulatic,ii must be ustd and must be
<br />i 4aped over the resili ent charmel/gypsum board.
<br />�
<br />�
<br />I NATIONAL GYPSUM SERVICES CO - Types FSW-G, FSW-C, ISH-G, FSK-C
<br />I
<br />�
<br />� 7P. Gypsum Board* - Yom 512 in, thick, 4S in. wi de gypsum board, installed with I ong dimension
<br />i
<br />I perperidiculiaf to resil�ent channel s. Gypsum board secured with 1-1/8 in. long Type S bugle head screws spaced
<br />: 12 in CC and located a min of 5/8 in. from si de joints and 3 in. from the endjointg Endjoints secured to both
<br />I resilient channels as shown in endjoint detail. 'When Item 5 is uscd, the insulation mugt be secured to the
<br />ply-wcod subfloor
<br />� I AFARGE NORT H AYERIC A INC - Typ c LOF C- CJA
<br />i
<br />1 W_' Gypsum Hoard' - Horn 51S in thick, 4R in Vol de gypsum board. When resilient cliannels (Item 6) are used,
<br />e,yFsurn boaid nstalted w th long c�rnens on perpendicular to resilient channels Gypsum board secured with 1 in.
<br />� ' ' '
<br />I long Type S bugle head screws spaced 12 in. OC and located a min of 1/2 in. fr�om side joints and 3 in irom end
<br />i
<br />i joints. Endjoints: secured to both resilient channels as shown in endjoint detail. AMhen battinsuLation �It5m 5 or
<br />!
<br />I �A) is chaped over the resilient channelfgypsum board ceiling membrane, screws spacing shall be 8 in. OC. Whein
<br />� Steel Framing Memb ers* (Item 6A) are! us ed, gypsum board ins -.tall ed with I ong dimengi m perpendicular to
<br />I _h ann f�l s an d si '
<br />; furring r dejoints ofsheetlocatedbenf.ath joists- Gypsum board secured tc furring channels with I
<br />:
<br />: in. long Type S bugle head screws spaced 12 in. OC in the field. Butted nadjoints shall be staggeredmin 2 ft
<br />I
<br />withm the assembly, and occur between the continuous furring channel�. At butted eadjoints, each cnd of each
<br />9_7p�unr board shall bt�, supporte J by a single length of furring charin�l equal to the width of tnegyp�um board
<br />plus 6 in. on each end The two furring channels shall be spaced approximately 3-1�2 in. OC and be attached to
<br />un&t-rside of the ]o1st ,Aitli one RSIC-1 clip at each end of the channel. Screw spacing along the end joint shall be
<br />S in. OC. When Steel Framing Members* (Item 6P) are usecl, gypsum panels installed with I ong dim ens'on
<br />perpendicular to cross tecs with side joints centered along main ninners and endjoints centered along cross tees
<br />� -Panels fastened to cross tees with 1 in. long . Type! S bugle -head screws gpaced in the field and 2 in, OC along
<br />� endjoints. Panels fastened to. main runners with 1 in. long. Type S bugle -head screws spaced midway between
<br />1
<br />� cross te es. Screws along sides and ends of panels spaced N8 to P2 in. from pane!l edge. Endjoints ofpanels shall
<br />� be staggrrcd with spaccrig between joints on adjacent panels not less than 4 2 ft 0C_ When Fiber, Spr ayed (Item
<br />I
<br />� �B) is used, two layers of nom 518 in thi ck, 4 ft wide gypsum board art: mstalledwith long dimensions
<br />� perpendicular to furring channels. Ease layer gypsum board zecvted wi-th. 1 in k.ng Type S bugl t �it�,ad ge�-1
<br />screws spaced 12 in. CC and located a min of 1/2 in. from side joints ancI 2 in. from the endjoints. End joints
<br />; sec ulad to both resilient chann cis as sLaown in end joint 8etail Ckiter layer gypsum board secured with 1-5/2 in -
<br />long Type S bugLe head steel screws spacRd 12 in OC andlocatecl a min of If2 in from side joints and 3 in. from
<br />tb R en d joints- Outer layer sh all b t fi ni A ed as de scribe d in Item R When 6o th Steel Framing Memb er s (Item
<br />__ - 6A.) andfiber, Sprayed (Item 5B) areuged,furnng channels spa-ced 12in. OC andrwo layer,: ofnom 518 in�
<br />thick, 4 ft wide gypsum board are! installed with long dimension perpendicular to furring channels. Base layer
<br />secuie�d to furring channels with nom I in. long Type S bugle head screws spaced 3 in. CC along butted endjoints
<br />i andin thuficld oftht board. Butted end joints shall be sta-ggeiedmin 2ftwithinthe assembly, and occur midway
<br />i
<br />I tetween the continuous furring channels Each End of each gypsum board shall bt supported by a single length of
<br />� furring rh �4rin el tqvol t o th (-, wi dth of th e gyps um b c) ard pl u � 6 in, Q a P ac b en d. The two s up p ort furri ng ch ann. els
<br />!
<br />1 shall bt spaced apprQximatply 3-112 in. OC, an�� be attache� tQ the, undtr:side ofthe trus� w itL one clip at each end
<br />ofthe channel. Outer I ayt�r srcurtjt-�� Curung �hamrt�ls uung 1-5/8 in. long Type 0 screws spucpd � in. OC and I-
<br />: V2 in. from the end Joint. Butted en�joints to �t, offset a min o� 8 in. from base layer eridjoints. Butted side
<br />� J I oints of outer I ayer to be offset min, 19 in. from butted side joints of base layer. A�Ihen Steel FramingAdembers
<br />; (Itern 6q are used, two layers ofnom 5/3 in. thick, 4 ftwide gypsum board arc installed w�tla long dimensions
<br />�
<br />.
<br />� perpendicular to furring channels (Item GCa) Base layer attached to the furring channels ugirg I in long Type S
<br />I
<br />t
<br />;
<br />1
<br />! bugl e head steel screws spaced 3 in. OC along butted end joints and 12 in. OC in the field c5f the board. Butted
<br />. ndjoints centered on the c ontinuous furring channel s Butted bast! layt!r en d joints to be offset a min of 16 in in
<br />adj artnt coursees. Outer lay&r attached to the! furring charme!ls using 1-5/2 in- I ong Type S bugle head eteel screws
<br />� e
<br />I
<br />i spac ed 8 in. OC at butted end joints and 12 in. 0 C i n th e fi eld. Bum d end j oints c entere d on th e: con tinuous
<br />� furring charm el s and offs et a min of 16 in. from btittt�. d end joint s of b ase layei. Bumd side j cints of outer I aytr to
<br />be off set min 16 in. from buttt:d side joints of b as t I ayer- Wh en Sted Framing Meru b ers (Item 6D) al r use d, two
<br />I ayers of n orn 5/� in. thi ck, 4 fl; wi de gyp sum boar d are I a stalled with :on g Imeasi ons 9 erpen,Ji Gul ar to furring
<br />'
<br />� . chan n el s. 1; as e, I aye r attaclied to t1ae fum ng ch ann el s a sing I in Iong Type S bu&I t, Lead steel s crews spaced 12
<br />� in, OC in the field ofthe: board. Butted endio' nts shaE be staggered min 2 ft. Within the assembly, and occur
<br />. � I
<br />I midway between the continuous furring channels. Each end of emach gypsum board shall be supported by a single
<br />� length offurring channel equal to the width ofthe gypsum board plus 6 in� on each end, The two furring channels
<br />1 shall be spaced approximately 4 in- OC, andbe attached to undengide ofthe truss with one Isom ax clip at each
<br />,
<br />i end of the channel. Screw spacing along the gypsum boar d butt joint gh all be R in OC, Outer I ayFr attached to the
<br />t
<br />; furring channels using 1-5fS in long Type S bugle-hrad steel screws spaced 12 in OC in the, field. The end ofthe
<br />;
<br />�outcrlayer boards atthe butt joint shall be attached to the, base.- laycr boards with 1-5i'S in. long Type G screw,-
<br />:
<br />:
<br />� spaced 8 in. OC and 1-U21 in. from the cridjoint. Butted eridjoints, to be offset amin of8 in. from base layer end
<br />� joints. Butted side joints Qf Quitel layer to be Offset min 18 in- from butted sAt joints ofbase layff. Outer layer
<br />shall be fini:shed as dtscribei in Item S.
<br />CANADIAN GY-PSIUMC OAUANY - Types C, IP-X2, IPC-AR
<br />UNITED STATES GYPSITM CO -'Types C: I�=, IPC-AR
<br />USG IkUMCO S ADE C V - Types C, IP-X2, IPC-AR
<br />8- Finishing Systern - (NetShawn) - Vinyl, dry or premixedjc-int compound, applied in two coah! to joints and
<br />screw -heads Nom 2in. wide papertape embedded in first layer of compound oupr allijoints Ag. an alternate, nom
<br />1 �/32 in thick veneer plaster may be applied to the entire surface! ofgypsutu hoard
<br />�
<br />I
<br />� 9- Grille - SteelgriLle, installtdin accoidaricc with the installation instructions providtdwith the ceiling
<br />�
<br />I damper -
<br />I
<br />i
<br />i
<br />i 10 Wire Mesh - (Not shown) -For use with Item 5A and 5B - I in. 20 gaiigegalvanized poultry riming
<br />i 'nstalle8betwcen the furn ng channels and gypsum board The poultry nett�ngis attached witb washers and 1�2 in
<br />wafer headscrews:, spaced 24 in. 0C., to the furring channels. The Fiber, Sprayed (Item 5.A or 5D) as installed
<br />through cut -openings in the poultry netting, in-between trusses. The cut-openift8s in the poultry neltine shall he
<br />st Agg tre d at aL ni am imuni of 6 ft.
<br />'11 e an fig th e U L Cl as g ifi c att on Mafk
<br />__ __ - - ________ - - _____ _______ - - -
<br />. L528
<br />�
<br />�
<br />� Design No. 1528
<br />.
<br />: Julv 15, 2010
<br />�
<br />I Unrestrained Assembly Rating - 1 Hr.
<br />�
<br />i
<br />Finish Rating - 12 Mm.
<br />,..,,.Tl.
<br />IV
<br />I
<br />12", PAII.
<br />t
<br />I
<br />.i
<br />__
<br />1. Flooring System -ThQ flooring system ohall conoist QfoaQ 4 the following-.
<br />Systern No. I
<br />I Subfloor ing - 11in 23f32 in. thi ck T & Ci wood stru ctural panels, min grade " TJfi derl aym ent" or " Sing le-Fl o or".
<br />�
<br />. grain ofplywood or strength axis of panels to be peTpend cular to the trusses with eridjcints staggered 4 ft, Panels:
<br />�
<br />I
<br />� srcuied to trusses with construction adhe sive, and No. 6d ringed shanknails spaced 12 in. OC along each truss. St
<br />�
<br />; having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails.
<br />.
<br />2. Trusses - Parallel chord truss ts, spaced a max 24 in. OC, fabricate i from norn 2by 4 in. lumber with lumber
<br />�
<br />i oriented vertically or horizontally. Alin ttuss depth is 12 in. Truss members secured together with min No. 20 MS
<br />I - .
<br />� steel trass plates. Plates have 5/16 in. long teeth projecting perpendicular tc the plane of the plate. The! teeth are in
<br />I
<br />.
<br />i facing each other (made by the same putich), fortyiing a -pli t-to oth -type plate Each tooth has a chisel point on its
<br />;
<br />i
<br />I outside edge. These points are diagonally cpJ)0Site Ea.Ch other for each pair The top hall of each tooth has a twist f
<br />I
<br />1 stiffness, The pairs are repeated on approx 7/3 in centers with four rows ofteeth per in. ofplate wi dth.
<br />�
<br />.
<br />I
<br />.
<br />1 3- Furring Channels - Furring channels,'7/8 in deep by 2-1 IfI6 in. wide at the base and 1-7116 in. 7hde at the! f
<br />I formed from ITQ. 25 gat galv steel, spaced 24 in. OC perpendicular tc- trl.4�ses. Channels s ecui �d to "s 5e� with dou
<br />� strand of No. 1� SWG galv steel wire spaced 4 in. OC. Ends ofadjoining channels overlapped 6 in- and tied toge
<br />:
<br />; with double strand ofNo. 18 SWG galv steel wire near each end of overlap. Two furnng channels use d at endj oin
<br />� gypsum board (Itern 4), each extending a min of 6 in beyond both side edges of the board.
<br />II 3A. Resilient Channels - (Not Shown) - As an alternate! to Item 3, resilient channel formed From No 26 MSCT g
<br />steel, spa-ced 16 in. OC pe!rptridicular to trusses. Channels securtA to each tnass with 1-1f4 iri. long No, 6 Type S b
<br />head s ttel screw. Channel s ov erlapped at splic es 4 in. Two re sili ent ch annel s used at end j oints of gypsum b oard J
<br />i
<br />4), t ach extending a rnin of 6 i n. beyond both si de edges of the board.
<br />4. Gypsum Board'- One layer of nom 51� 111. thick, 4 ft IWI�P_ gypsum bDard,installedwrth long dimension,
<br />perp endicul ar to furn ng or res lient channels. Gyp sum board s ecured with I in. long No. 6 Type S bugl e head stee
<br />1
<br />Screws spaced 12 ift. OC and located amin of 1-1?2 in� froin side and endjoints End joints s ecureito both fesiliel
<br />! channel s as shown i n the endj oint detail.
<br />.
<br />; AXIERICAN GYPSUMCD - TypEAG-C
<br />1
<br />: CERTAINTEED GYPSUM INC - Types FRPC, ProRoc Type C
<br />.
<br />� CERTAINTEED GY?S1UM CANADA INC - ProR-oc Typt C
<br />� CANADIAN r,YFSVM C OAUANY - Types C, IP-X2, ]PC -AR
<br />� GEORGIA-PACIFIC GYPSUITL L C - Types 5� DAPC
<br />1AFARGE NORTHAYERICA INC. -Types LG-FC-C, LGFC-CfA
<br />NATIONAIL GYPSUM CO -Typ�q TOR-C, F917-C, FSW-G
<br />PAIRCO BUILDING PRODUCT S L L C, DBA
<br />�FAECO GYPSUM -Type C,
<br />T EMPL I -E'TLAND - Ty
<br />I ype, TG-C
<br />I UNITED STATES GYPSUM CO -Types C, IP-Y.2, IPC-.A-R
<br />� USG WNIC0 S A DE C V -75,pes C, IP-X2, TPC-AR
<br />Design No. U356
<br />August 04, 2010
<br />(Exposed to Fire on Interior Face Only)
<br />Be"g Wall. Rating - I Hr
<br />Finish Rating - 23 Nlin or 25 A,Tm (See Item 2 C)
<br />HORIZONTAL SECTION
<br />. ... . .
<br />"'A � 1. Wood Studs- Nom 2 by4 in. gpacc�d 16 in. OCwithtwo 2by,4in. top and one 2 by 4 in. bottom plates. Studs
<br />I ater al I y -br ac e d b y wo o d F, tru ctu ral p an el sh c athi ti g (Itc m 5) . Wh en ILL n er al an d -Fib er B o ar ds ' (Item 5A) are
<br />� L; On 9 i der e d as blacl ng for th C s tu do, th t i o ad i s r c s tri ct e d to 7 GIA o f all owa b I e axi al I o ad- Wall s efft- ctiv tl y ft ft st 0 pp e d
<br />I
<br />- - ___ 1 at top and bottom Q1 wall. -
<br />�
<br />�
<br />— i 2 Gypsum ]3oard* —Any Classified 5/R in. thick, 4 D wide, applied vertically and nailed to studs andbearing plates
<br />: 7 in. CC with 6d c ement-coated nails, 1-7/8 in� 1�,ftg with V4 ift. diain head.
<br />� _'_�Then ItF
<br />! , -,m 7, Steel Fy aming XLnu b ers', i g u s ed, gyps uns, panel s attach ed to fuff-ing ch anneig with I in I ong Typ e S
<br />!
<br />i bugle-heacl steel screws spaced 12 in. OC.
<br />I
<br />1 -When Item '7A, Steel Frain ing A%ubexs*, is used, two layers of gypsum panels attached to furring channels. Ba:st
<br />� layer attached to furring -channels with I in. long Type S�bugle-head steel screws spa�e� 12 in. OC, Fac.e layer attached
<br />to furring channels with 1-5/S in. long Type S buele-head steel screws spacect 12 in. 0C. All joints in face lavers
<br />� I
<br />I st aggeredwith � oints in base layers.
<br />See Gypsum Board (CKNX) Category fornames of Classified Companies.
<br />� 2A. G yp sum Bo ard ' - (As an alternat e to It em 2, n o-t shmvn) - Any 5ffl in. thick 4 ft wi do gyp sum p an el s
<br />supplied by the Classified Companies listed belaw shcrwn Gypsum Board' (CXNX� category. Applied vertically
<br />� aind att acked to sta (Is an d b earin g plates with I- IA in. Ion g Typ e W unarse thr ead gyp s-um p anel steel s crews
<br />!
<br />I spaced a rnay,S in. OC, with last screw 1 in. from edge uf board.
<br />!
<br />; CANADIAN GY PSUM C 02%4PANY
<br />:
<br />i
<br />.
<br />: ]UNITED STATES GYPSUM CO
<br />i USG MEMCO S A DE C V
<br />i
<br />i - B_ Gypsum lloard'-(As an alternate toltem 2,rc�tshown)- 518 in. thick4 ft vade gypgufApAhClg applied
<br />�2
<br />1 Veffically afA attached to studs and bearing plates with I -IA in. long Type W coafge threadgypgurn panel steel gcfewo
<br />� spaced a max 8 in. CC, with last screw I in, from edge of board.
<br />Al�IERICAN GYPSUM CO - Types AGX-1, AG-C
<br />�
<br />CERTAINTEED GYPSUMINC -PrQEQc Type C or ProRQc Type X
<br />�
<br />C14RTAINTIED GYPSUM CANADA INC - Pro -Roc Type C or ProRoc Type X
<br />�
<br />�
<br />; PABCO BUILDENG FRODUC TS L I C, DBA-PABCO GYPSUM -Type PG-11
<br />�
<br />!
<br />I TEDME-MAND-Type� X,VtnQerI1la*ter Base-Typp X, Water Rated -Type X, Sheathing Type-x, SOffit-
<br />� Typt�, X, Type X CQmCQrrc3uard 3Qvnd Deadening Gypsum Board.
<br />i
<br />I 2C_ Gyp smrt Bo ard' - (_ks an altern ate to Item 2, not sh own) - For Use with Item 5A only - 518 in, thirk 4 ft wide
<br />i
<br />! gyps -urn panel s appli ed h on-zontally and att ached to studs an d bearing plate s with 1-1/4 in. long Type W coarse thre ad
<br />i
<br />� gypsum panel steel screws spaced a m ax 8 in. OC, with I ast s crew s I in. and 4 in. fr om edges o1b �- at d. Finish Rating i s
<br />I
<br />� 25 min
<br />� FABC 0 EUILDING PRODUC T S I L C, DEA PABCO GYPSUM - Type, PG- 1 1
<br />� TEMPLE-ITI, AND -Type X, Ven e er Plas:ter Bas c-Type X, Water R ate-d-Type X, Sheathing T - t-
<br />ype X'Soffi
<br />Type X
<br />� 2D. Gypsum Ro ard' - (As an alt em ate to Rem 2 ) - Not to be ured with item'7 5/ 8 in. thick, 4 ft Wide, p aper
<br />� surfac ed, a-pplicd verta::ally oril y and fasten ed to the stu ds and pl ates with 6d cem crit co ated nails 1-718 in. long, O� 0 915
<br />I in shank diwn and 114 in. diam. heads, 7 in- QC.
<br />� NATIONAL GYPSUMCO — SoundBrtak X11 Type! X Gypsi.;m Board
<br />�
<br />i
<br />I 2E Wall and Partition Facings and Accessories' - (As an alternate to Items 2 through 2D) -Nominal 5;2 in. ffilck,
<br />: 4 ft wide panels, secured as de:scribed it, Item 2-
<br />I SERIOUS AIATIRIAL S INC - Type QuietRod,� ES, Type QuietRock QR-527.
<br />:
<br />! 3 Joints amd Nailheads - (Not �hown) - Vallboardjoints covered with tape andjoint compound. Nail heads
<br />� roveredwahjQirlt compound.
<br />i
<br />i
<br />� 4 Batts and ]Aankets* -Mineral fiber orglass fibei insulation, 3-D21n. thick, pressurefitto S11 wall cavities
<br />between sti;ds and platts. 11ineral fiber insulation to be unfaced ari�to have amin density of3 pcf. Glass fiter
<br />�
<br />! ingulationto be facedv,�tfi atuminumfoil or kfaftpaper and tohave amin density ofO.9pcf (rainR-13 thermal
<br />� insulation rating).
<br />I Set Batts and Elankets (BFMT) Category in the Building Materials Direr�tory and Batts and BI ankf!ts: (BZJZ)
<br />!
<br />� Category in the Fire Re�sistancc Directory fornames of Classified Companies.
<br />� 4A. Fiber, 9.praved' -A-- an alternate to Batts and Blankets (Item 4) - Spray applied cellulose material. The fiberis
<br />I . - � . L, -
<br />� applied with waterto compl�t�ly fill the enclosed cavity in accot dance with the application instructi ons s ppliedwith
<br />� 3 Alternate appli cation method: The fiberis appl ed w ffi TTS Gieerifiiber
<br />� the product. Nominal dry density of 3� 0 lb/ft 1 1 1
<br />I LLC TypeAD106 hot melt adhesive at anominal ratio ofone part adhesive to 6 6 parts fiberto completely fill the
<br />Ii in accordance with the appl cat on ristructions suppl e<l with the product. 14ominal �ry density of 2.5
<br />I enclose-d cav ty I I I I I
<br />�lb/ft3
<br />U S GREENITMER T, L C - Cocoon2 Stabilized or Cocoon-TRM (Fire RatedMatenal)
<br />� 4E. Fiber, Sprayed* -As an atItemate to Item 4 and 4k - Spray applied cellulose material The fiber is applied
<br />with water to completely fill tic enclosed cavity in accordance with the application instructions giappliedwith the
<br />product. Vominal dry density of 4,59 lb& 3 -
<br />�
<br />:
<br />� NU-WOO1 co INC -Cellulose Insulation
<br />i
<br />I
<br />1 4 C. Fib er, Sprayed ' - As an altem ate, to B atts and El arikets (It em 4) - Spray applitd cell vlQ oe fiber. The fiber is
<br />Face ;
<br />I
<br />: applie d with water t Q L;Qmpl t�,te ly fi 11 the -,n Qlo sed cavity in ac cQrd.anct� with th e applic ation i n otruc:ti ons su.ppLed with
<br />:
<br />the produrt The minimum dry density shall be 4 30 lbsift3
<br />aples I
<br />INTERNATIONAL CELLULOST CORTI - Crlbair-RL
<br />.
<br />5. Wood Structural Panel Skeathing - I,Ln 7/16 in. thick, 4 ft wide wood structural panels, min grade "C-D" or
<br />� " Sheathing" Instadled-arith long �iriien2ion of sheet (strength axis) or face grain ofplywood parallel with or
<br />G galv �
<br />. � perpendicular to studs Varti cal joints 7�entared on studs, Horizontal joints backe d with nom 2 by 4 in wood h4ncking,
<br />pairs
<br />Attached to stucis on cxten�Dr side ofwall with 6d cenient coate d box nails spactd 6 in. OC at perimeter of panels and
<br />12 in. CC along itittrioi studs. 5A Mineral and Fiber Boards* - As an alternate to Item 5 - ly.�m P2 in. thick, 4 ft
<br />or !
<br />wide sheathing. installedvertically to studs. Verk cal joints centered on studs. Horizontal joints backed with nQm 2 by,1
<br />� -
<br />I in wcocl blocking Attaclied to studs on exterior side of wall with 1-1/2 in. long galvanizedroofirig nails spaced 6 in.
<br />- -
<br />; - 1 1
<br />ace, ! OC at perinieter of panels and 12 in. OC along inten or studs. As an opt on aweather resistive barnermay be appl ed
<br />ble i over the Mineral and Fiber Boards.
<br />ther �
<br />:
<br />i
<br />ts of � TEWLE-TNLAND FOREST FRODUCT S COR-P - Types FiberBrace or QuietBracm
<br />6. Exterior Facings- Installed in accordartre with the manufacturer's installation instr-actions. One of the following
<br />alv I extenQr facings i 0 %, bQ! appL QCJ1 Qvt.r the sheathing.
<br />ugle � .A. Vinyl Sicling-l�hlded Plastic' - Cc,ntoured rigid vlayl si ding havIng a flame spread valve QE20 Qr
<br />tcm � less,
<br />!
<br />5- Finishing Systern - (Not Shown) - Vinyl, dry or premixedJoint compound, applie'i In two coats to joints and
<br />screw -heads. Nom 2 iri wi de paper tape embedded in first layer of compound over all joints As art alternate, noun 3132
<br />in. thinkvefteefpla2tei' nia7be apphedt�.the entire surfaep 6fg7PoufAb0afd.
<br />*B ean rig th e UL Cl ass if-� cation Mark
<br />S e! e M ol the d P1 a sti e (B T.kT) c ateg ory ni th e Ru i 14i fig Matef i al s D ire ctory for n arn e s o f
<br />manufacturers.
<br />B_ FarticleBoard Siding- HaTdboard extemor sidings including patterned panel or lap siding.
<br />C. Wo u d S tru ctur ai r anel or L ap Siding - APA Rat e d Si di n g, Ma tri or, P1 yw o Qd, 0 SB or C: om p Q 0i t e
<br />panels with Veneer faces Lind Stluctural wood cQrt, Pei PS I orAPA Standard PRP-108, including
<br />textured, rough sawn, medium density overlay, brushed, groQve:d and lap sicling.
<br />D. C em entitious Stucco - Portland cement of synthetic stucco systems with gelf-furring met;al lath of
<br />adhesive bas e coat. Thi ckness from 3f8 to 314 in., depending oil systern.
<br />E. Brick-Veneor --A,ny type on nom 4 in widt brick vrmte!r. When brick veneer is used, thr. rating is
<br />applicable with exposure on either face Brick vene:er fa-steried with corrugated metal wall ties attached
<br />over sheathing to woQ.d studs with 8d nail per tie. tics �pa�ednot =re than ca6 sixth course Qfbrick and
<br />.
<br />rn ax �2 in OC honz ontally. One in. air space provi de� between brick veneer anct sheathing.
<br />F Exterior Insulation and Finish System (FIFS) - Nom I in. Foame,6 Plastic* insulation bearing the
<br />UL Clas sification Marking, attached over sheathing and �Inished with coating g7stern, of Portland cafnent
<br />or s:ynthetic stucco systems, in accordance with manufaLtuivr's instaictioris. See Foamed Plastic (BRYX
<br />and CCV-W) categories for namn of Classifi ed companies.
<br />G. Siding -Aluminum or steel siding attached ov er sheathing to studs.
<br />E� Fib er-Cement Siding -Fiber-cement exterior sidingsincluding smooth and patterned panel orlap
<br />s Idi n.g.
<br />______ - . - . - ____ __ _____ --- -_ - _____ ___ - - ---
<br />-� Steel Framing Members — (Opti on al, Not Shc),,va)-1-- — Furring Channels and Steel Framing Memb�-rs as described
<br />i -
<br />1 bel 6w
<br />. a. Furring Channels — F�,rrnc6 ofNo. 25 MSG galv steel. 2-3/8 in. wide by �/R in jeep, spacc-d 24 in�
<br />O C p erp e. n di c til ar to studs. Ch an n el s s e cut td to stu ds as de! s rn be d in Itern b E ndi: of adi aint ng ch an n el �
<br />I
<br />are o verl ap p e d 6 i n an d ti e d tog eth er wi th doubl P! s tran d of No, 1 8 S'W G g a] u ste el wire, a P ar e ach en d of
<br />�
<br />overlap. As an �dtemate, ends of adj oining channels may be overlapped 6 in. and securedtogether with
<br />: two self tapping #6 framing screws, min. 7� 1 6 in. long at tht- midpoint of the o-itr1ap, with one screw on
<br />P�tL;h fl angt ,�)f the channel. Gypsuna bvaid. attached. to furring AarineL5 as described in Item 2�
<br />I
<br />: b. Steel Prani ing Mearn b ers* - Us e d to attach furring chann el s (Item 7 ,- a) t o studs . Clips spac ed 4 9 i n -
<br />!
<br />� 0 C., an d secur td to stu ds with N�,. S x 2 -1/2 iri� c o arse di-Twall s crew through the c ent er gr orn m et Fu n-mg
<br />�
<br />� channels are fricti,,.,n fitted into clips.
<br />�
<br />i
<br />� PAC INTEIZNATION-41 INC - Tvpe RSIC-1
<br />�
<br />I
<br />� �A Steel Framing Members (Optional, Not Sh",n) ' -Turring channels and Steel Framing Mffiibers as des cribed
<br />I bel o-ov
<br />� a, Furring Chanmels - FQrmp� ofNo, 25 M' SG gatv ,tp,el, spared 2A in, OC pf'rpendiculai to studs
<br />Channel s seci,irtJ to studs as described in Item b. !�nds of �td.jolrnng channel s are overlapped 6 ln� an i tied
<br />I
<br />together with double strand 414v 12 S'%�TGgalv steel wire near each -end of overlap. Two layers of
<br />sum board attached to furring channels as described in Item 2.
<br />gyp
<br />b. Steel Framing Momb ers* - Used to attach furring channel s (Item 7Aa) to intetior sic�e of studs- Clips
<br />spaced 49 in- OC , and seciit ed to studs with two No- 8 x 2-1/2 m. coarse drrvall screws, one through the
<br />hole at tach ei-idofthp clip. Furring chamids arc friction fittcdirito clips
<br />I
<br />� KINFTICS NOISE CONTROL INC - Type, Isomaz_
<br />!
<br />-
<br />� S Nork-Bearing Wall Partition Intersection - (Optional.) Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stu�l
<br />� nailed together with two 31n. long 10d nails spacedamax 16 in OC. vertically andfasteinc6 to one side oftl-,c
<br />: .
<br />� rnimmum 2 by 4 in, stud with 3 in, lone, 10d nails spaced arnax 16 in, OC verti cally Intprscotion between Partition
<br />I
<br />I wood ,tu& to be flush with the 2bv4 in. studs The wall paftit:ion wooj studs afc, to b.e framed by with a s�cond 2by 4
<br />I I
<br />: In wood stud fastenedwith 3 in. long lOdnails spaced a mam. 16 in. 0C. vertically. Maximum one non-beanng wall
<br />: I. -
<br />partitionintersection per stuci cavity. Non-beanng wall partition stiud depth shall be at a marimi-im equal to thl. depth of
<br />the bearing wall.
<br />I
<br />"Be-,iring the. TJL Classification hfiark
<br />. _____
<br />I GA FC5406
<br />GA FILE NO. FC 5406 1 GENERIC I HOUR I 1 35 to 39 STC
<br />� FIRE I I SOUND
<br />WOOD JOISTS, GYPSUM WALLBOARD � � —
<br />Saso la7or W'e type X gypsum waliticoard appte,i at right anq joists 24" - I
<br />,,Jes to 2 x lQu-c-od � i �
<br />ox� with lli4' Type IN or S drywalf scfews 24" o,c� Face fayer W �Vpe X gypsum � I �
<br />f, il I
<br />WAIVArd eq qvpsum vanexlf ba,--fi aprAierl M 4,0t angk�s to 0-tat's w1h IN' TsTe W cW � I I I
<br />I �,
<br />5 drivali screw� 112" o-c. ,at. janli; ind inte,miadiate ,�c�;sts awl 1�13� YYDO G dryw8H �
<br />I I
<br />I end oints. Mrits vftet .24' from base [�� I i , � I
<br />scmws I LI ox_ pWQed 2' back on efther side of i ,, I - U
<br />iaverj,��jRK& V'Vood jol"As supp'.xting ve pi�,NT,,,00 wim eweiior give appiiact at right an0es =�_==,=!�11=_'==, 1r7=11==1.__1__' __111
<br />, �
<br />to ioises with 8d naits- Calkng provktos one hour fire resistame pirotection for
<br />training, including trusses, Appmx� C-Ming
<br />Weilot: 5 pcf
<br />F�re Test-, FM FC 17 2, 2-25-72:
<br />rrg, 8-8 08
<br />Slnund Tast Esomarod
<br />GA RC2602
<br />. GA FILE NO GENERIC
<br />�� , RC 2602... _. I i
<br />� I
<br />� i
<br />I WOOD TRUSSES, GYPSUM WALLBOARD
<br />;
<br />� � Base layer 5/8" type X gypsum wallboard applied at right angles to wood roof trusses 24"
<br />z
<br />ox, with 11/4" Type W or S drywall screws 24" o.c. Face layer 5/8" type X gypsum
<br />I
<br />wallboard or gypsum veneer base applied at right angles to trusses with 17/s" Type W or
<br />S drywall screws 12" ccc. at joints and intermediate trusses and 11/2" Type G drywall
<br />joints. Joints offset 24" from base
<br />I screws 12" o.c. placed 2" back on either side of end
<br />layer joints. Wood trusses supporting W'wood structural panels applied at right angles
<br />� to trusses with 8d nails. Appropriate roof covering. Ceiling provides one hour fire
<br />I resistance protection for trusses. .
<br />�
<br />�
<br />�
<br />�
<br />I HOUR
<br />FIRE
<br />Approx. Ceiling
<br />Weight: 5 psf
<br />Fire Test: FM FC 172, 2-25-72;
<br />1TS, B-6-98
<br />11
<br />M FIRESTOP 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 />B SUBMIT COPIES OF UL LISTED PENETRATION SYSTEM
<br />FOR APPROVAL WITH SUBMITTALS / SHOP DRAWINGS
<br />FORUME
<br />. �
<br />ARCHITECTURE &
<br />INTERIOR DESIGN, INC. 1.1�
<br />I
<br />.,�
<br />PLANNING I ARCHITECTURE I INTERIOR DESIGN L,
<br />� 1�
<br />�,
<br />745 orienta avenue, suite 1121
<br />altamonte spdngs, fl 32701
<br />phone: 407.830.1400
<br />fax: 407.830.4143
<br />www.forumarchftecture.com
<br />Fort King
<br />Colony
<br />Apaftments
<br />City of Zephyrhills, FL
<br />-
<br />I \r,�
<br />K" \
<br />I
<br />I
<br />�ze 1`2_
<br />51 C*4
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<br />r.5 �2
<br />cri �;
<br />U) CD
<br />LU W
<br />ME <
<br /><
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<br />JT
<br />� EDITED BY:
<br />� PROJECT NO.
<br />10-2651
<br />Referenced
<br />I I - I
<br />Assemblies
<br />I
<br />A1.05
<br />— — — - — -_ — -_ — -_ --- - - -_
<br />I —jr—T �iiiiir �—T — - — � ! I . I — � , 1 1, I., i� � 11 1, _1 ,. I 11 1111 ii. A'. �: I J!'; , I, � J I 1, I , I- ,- __! __ — - T I I
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