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HomeMy WebLinkAboutBuilding Permit Product Info 2006 (3) • BROAN • SPECIFICATION SHEET MODEL VENTILATING FANS R°" o 41.0.4 / RDF WITH MODELS RADIATION DAMPERS Dependable, high performance ventilators with SPECIFICATIONS attached radiation dampers,attractive metal grilles. FEATURES RDH with VOLTS AMPS CFM SONES DUCT HOUSING: 11ORDF 120 1.3 110 4.0 4" • Rugged, 26-gage galvanized steel construction ROUND • Key-holed mounting brackets span up to 24" and are 8ORDF 120 0.5 80 2.5 4" adjustable horizontally and vertically ROUND • Reversible knockout bracket allows wiring from top or side HD8ORDF 120 0.5 80 2.5 4" • 4"round ductfittingwithbuilt-inbackdraftdamperforeasy ROUND duct connection BLOWER: HDSORDF 120 0.4 50 1.5 4" • Plug-in, permanently lubricated motor ROUND • Totally enclosed motor with long life bearings designed for continuous operation (HD8ORDF, HD5ORDF only) TYPICAL SPECIFICATION • Centrifugal blower wheel Ventilator with Radiation Damper shall be Broan Model RDH RADIATION DAMPER: with 11 ORDF(RDH with 8ORDF)(RDH with HD8ORDF)(RDH • For use In 1, 2 and 3 hour rated floor-ceiling and roof- with HD5ORDF). ceiling constructions • Galvanized steel frame Housing shall be made of galvanized steel and have adjustable • High temperature,non-asbestos,reinforced fiber thermal mounting brackets. It shall have a built-in backdraft damper fabric and be ducted to a roof or wall cap. • Stainless steel closure springs Blower shall be removable and have a centrifugal blower • 165°F fusible link wheel. Motor shall be • GRILLE: permanently lubricated. • Attractive steel grille painted white Air delivery shall be no less than and sound level shall be no • Low profile blends well with any decor greater than values listed in the chart above. Air and sound ratings shall be certified by HVI. (1)ROUGH-IN KIT&(1)FINISH KIT MAKE A Radiation damper shall be rated for use in up to three hour COMPLETE UNIT.PURCHASE EACH SEPARATELY. ceiling Usted(sees. It shall for installation Classified end Warnock Hersey Listed(see other side details). Rough-In Kit. Model RDH•Contains housing and radiation damper (packed 4 per carton). TESTIMICERIVIIMCLASSIFIED Warnock Hersey Finish Kits Models 11ORDF,8ORDF,HD8ORDF and HD5ORDF• �,�, Contain blower and grille(packed 4 per carton). C US ' WARNOCK HERSEY LAMED Broan-NuTone LLC,926 West State Street,Hartford,WI 53027(1-800-637-1453) REFERENCE QTY. REMARKS Project Location Architect Engineer Contractor Submitted by Date 10J 99043061B Ventilating Fans with Radiation Dampers GROAN ® 0/0 Ittio..,,, s% , P ,,, � B ,,, s->- , Ctit) 3 8 -<:°<::> Warrwak HerseyWARNOCK HERSEY LISTING INCLUDES DAMPER ONLY.IT CLASSIFIED SEE DETAILS ON UL CLASSIFICATION _� HOSAONT. IDNACMLUDEEMX-A Y (11) MARKING ON 111÷. ® BE USED WITH UL USTED FAN C US PRODUCT WARNOCK KERSEY LIMO MODELS NOTED, • 4 16°OR 24"-ON CENTER -• _ ..,._ .---. ` i i 7 ............................... * -,,,i MOUNTING WIRE BRACKET FASTENER —.\FAN "�' dao 1 FAN --I J L \ DAMPER MOUNTING--4.. ~ IX� BRACKET : " 1v--+r� +-�r- DAMPER ..i....141;----)... r(. C .i . , 1 I CEILINGWOOD GRILLE GRILLE MEMBIER / CEILING SCREW OR JOIST GRILLE GRILLE SCREW 2004 FIRE RESISTANCE DIRECTORY 452 FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) _ FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) N. furring channels and Steel Framing Members as described below: perpendicular to trusses with end joints staggered 4 ft.Plywood or a. Furring Channels — Formed of No.25 MSC;gale steel. 2-3/8 nonvenccr APA rated panels secured to trusses with construction adhe- in. wide by 7/8 in.deep,spaced 24 in.OC perpendicular to sive and No.6d ringed shank nails. Nails spaced 12 in.(7C along each joists.Channels secured to joists as described in Item b. Ends of Trus;.Staples having equal or greater withdrawal and lateral resistance , . adjoining channels ot•edapped 6 in.and tied together with strength may he suhstilutcd for the 6d nails. double strand Of NO. 18 SW(.:gab'steel wire near each end of System No.2 overlap. Finish Flooring-Floor Trapping Mixture* — 6.8 gal of water to 80 lbs b. Steel Framing Members — Used to attach furring channels of floor lopping mixture to 1.9 cu ft of sand.Compressive strength to (Item a) to trusses(item 2).Clips spaced 48 in.OC and secured to be 1100 psi min.Thickness to he 3/4 in. min. alternating trusses with No.8 x 2-1/2 in.coarse drywall screw IIACKER INDUSTRIES INC--Firm-Fill Gypsum Concrete, through the center grommet.Furring channels are friction fitted Firm-Fill 2010, Firm-Fill 4010, Firm Fill ITigh Strength, into dips.Adjoining channels are overlapped as described in Gyp-Span Radian(. Item a. Additional clips required to hold furring channel Ilial Floor Mat Materials* -- (Optional)-Floor mat material nom 1/4 in. supports the wallboard butt joints,as described in Item 7. thick adhered to sobflour with I tacker Floor Primer. Primer to be PAC INTERNA'PIONA1.INC—Type TZSTC I. applied to the surface of the mat prior to the placement of a min I-1/2 7. Gypsum Board*— Now 5/8 in. thick,48 in.wide,installed with long dimension perpendicular to resilient chanods with 1 in. long Type S n.of floor-lopping mixture. screws spaced 12 in.OC and totaled a min of 1/2 in. from side joints I IACK/R INDUSTRIES INC—.Type Sound-Mat. and 3 in. from the end joints. At end joints,two resilient channels arc Subflooring— 23/37 in. thick IM; wood structural panels. Installed nt used,extending a min of 6 in.beyond both ends of the joint. perpendicular to trusses with end joints staggered 4 ft. Plywood or When Steel Framing Members' (Item 6A)are used,wallboard installed APA rated panels secured to trusses with construction ache- with long dimension perpendicular to furring channels and side joints of sheet located beneath joists.Wallboard screws are driven Ihrotr;h truss.Staples having equal or greater withdrawal and lateral resistance 1 strength may l e substituted for the 6d nails. l channel spaced 12 in.OC in the field. Wallboard butt joints shall be System No.3 staggered min. 2 ft. within the assembly,and occur between the main Finish Floor-Mineral and Fiber board*—,sizes ranging from 3 ft by furring channels. At the wallboard butt joints,each end of tine gypsum 4 ft to 8 ft by 12 ft,by min 1/2 in. thick.All joints to be staggered a hoard shall be supported by a single length-f furring channel equal to min of 12 in.OC with adjacent sub-Floor joints. thewidth of the wallboard plus 6 in.on each end. The furring than- ITOMASOT 1 CO—lypc 440-32 Mineral and Fiber Board ,3-1/2 in. OC,and be attached to Subflooring— 23/32 in. (hick I&C wood structural panels. Installed nets shall be spaced approximately t underside of the joist witT,one RSIC-1 dip at each end of the channel. jprrpendicuhr to Irussrs with tend joints staggered 4 (1. I lytvvnul or rr Screw spacing along thehutl joint to attach the wallboard to the fur- 1e''e'neer AI'A rated panels secured to trusses with construction ache ;It ring channels shall be 8 M.OC sive and No 6d rntged shank nails Nails s paced 17 in.CIC.along each BPB AMERICA INC—T'roRoc Type C. truss Staples having ental or grcater withdrawal and labral resistance !I 8. Finishing System— (Not shown) Vinyl,dry or premixed joint corn- System may be substituted 6,r Ihc 6d nark. pound,applied in two coats to rats and screw-heads;paper tape, 2 in. System No.4 wick,embedded in fust layer of compound over all joints. As an alter- Finish oFfloor - Floor Tipping to 95 lbs* f 10 to o gal sofs water to nate,nom 3/32 in. thick veneer plaster may be applied to the entire Its lbs of floor loggia}};mixture 595 of sand,Compressive n surface of gypsum wallboard. strength 900 psi nein, thickness In be 3/4 in. min. *Bearing the UL Classification Mak ORT E CRL'1 C CORP type II Subflotirin 23/32 in thick l&G wood structural panels. Installed perpendicular to Misses with end joints staggered 4 ft. Plywood or ia 00' nonvenccr AI'A rated 1 iiiiIs secured to trusses with construction adhe- )Pito- '�to styand No 6d ringed shank nails Nark spaced 12 in.OC along each i 8 a "tkk; Iruss.Stapley having equal or greater vv ithdrawal and lateral resistance (z) ('i> ` strength may be substituted for the 6d nails System No.5 r i� Finish Flooring- Hoot Topping Mixture' Compressive strength to )irrfyX1AYl(ktit' }'5 yf Y iyy",�SYYY Y7y vyus 17YY4YyYYYfuY be 1511(1 psi min. !hickness to be 3/•f in. min Refer to manufacturer's //,�� :•° . �� _t31 insltut(ions accompanying the material for specific mix design. n) I UNITED I I) S FAT ES GYPSUM CO--i evelrock 25(10,Level- .i .. -� ) -- e%' rock O t t Floor flit Materials* — (Optional)- Floor mat material nom(1.4 in. 5) b). Y thick loose laid of er the sublloiui Floor topping thickness a thin 1 in, over the tinny mot. (5,) UNITED STATES GYPSUM CO -type USG Sound Mat ,-.7),:-,:,,_',-,--:1) .; -smien., livor Mat Materials* — (Optional) (tarn mal material v ranging froth 3/8 in. to 3/4 in. thick loose laid over the subfoor. Floor cam. j 1 —_ topping; thickness a nun I in.over the floor mal. h- I UNITF•,I_)5IAFES GYPSUM CO--I evelrock Brand Sound . 7:-:-;7,`.--.7177- ....,,-j Reduction Board L (sy w-vt n�tNr plat,,,-,. Vapor Itarrier — (Optional)-Commercial asphalt saturated felt,0.030 • ',. * -,, =~l a a i`. 1 ,, in. (hick ,, yr„,' ( (vi-)1 ' (tri ,, Subflnorinp— 23/32 in. thick f&G wood structural panels. InsL',Iled C / y perpendicular to trusses with end joints staggered 4 fl. Plywood or _— ` \ nnnvencer APA rated panels secured to trusses with construction adhe i i ., "(- u - sive and No 6d tinged shank nails. Nails spaced 12 in. OC along each �,; � {s truss Staples having equal or greater withdrawal and lateral resistance Y strength may be substituted for the(id nails. ,faaaaaaa ae`�°tn; ;j `U1 ;,)a).;taaa.t>,,ila� • >h�aaa;, f .-�--la= C f System No.6 g t 1 g — Compressive strength to , � � . .�,. .>.,. finish Flooring- Moor'lopping Mixture* O (7) he 7.1(1(1 psi min thickness to be 1/2 in. loin. Refer to manufacturer's AI 41FM¢ 9 Floori &y�stem — The f * IN,ACFLFrvr — instructions accompanying the material for specific mix design. UNITED LIJ S IAT ES GYPSUM CO—Levelrock 35110, I,ev'el- inish flooring may* insist of any one of the rock Commercial Oil following syeftrrus,.„, .. ,'rap Y„cs' Flour Mat Materials* Sys'tem° ""���� — (Optional)- floor mal material nom 0.4 in. Finish Flooring — Nom 1 by 4 in. Te laid R�' �ndicular In tresses; thick house laid over the sub oar. Floor topping thickness a min I in. - 1 ' over the floor mal. or 15/32 in. thick wood structural panels,miff-grade"Underl,yment" UNITED STALES GYPSUM CO—Type USG Sound Mat or"Single Floor". Long dimensions of panel (strength axis)or face grain Alternate Floor Mat Materials* — (Optional)-Floor mat material of plywood to be perpendicular to trusses with joints staggered. ranging front 3/8 in. In 3/4 in. thick loose laid over the subfloor. Floor F Vapor Barrier — (Optional)-Commercial asphalt saturated fell,(1.(13(1 lopping Ihickness a min I in.over the floor inst. n in. thick. s Subflooring— 23/32 in. thick TRIG wood structural panels. Installed UNITED STATES GYPSUM CO---LeveIruck Brand Sound Z Ir I Reduction Board s LOOK FOR THE UL MAnK ON PRODUCT 2004 FIRE RESISTANCE DIREC i ,,i-lY FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) 453 ir'r Vapor Barrier --- 1 — (Optional)-Commercial asphalt saturated Ich,(111.11) r in. thick. System No.11 each in phi orirtg— 23/32 in. Ihit k l 4C wood shut lural ,auris. Installed Moor'upping Mixture' — Foam concentrate nixed 40:1 by volume lance Subflooring ri perpendicular to with end Cis sli Rd 4 It. Plywood oal with water and expanded at 100 psi through nozzle. Mix at rate of L4 nonveneer AI'A rated panels secured 10 trusses with construction adhe- `'u ft of etprand 3( Ham to s9and, lbs Type I Portland Cement,water. a t sive and No. 6d ringed shank nails Nails spaced 12 in. O(.'along each j'.1.',1 gravel dol .1l p Ins of sand• with opprox 5.;gal of railer Call 80 lbs truss.Staples having equal or greater withdrawal and lateral resistance sttrengthsity t�lllt)))Hr .�fltickneMixture1 inIOU 0-or-)5 pcf. Min compressive h to strength may be substituted for the 6d nails. System No.7 FITS-CRETE INC--Type I. Icicle, Finish Flooring-Floor Topping Mixture*— Compressive strength lu Vapor Barrier — (Optional)-Commercial asphalt saturated felt,0.030 Thickness to be 1/2in. thick. '• be 3000 psi min. / in. nin Refer to manufacturer's Sub flooring— 23/32 in. thick T&G wood structural panels. Installed instructions accompanying the material (or specific mix design. perpendicular to trusses with end joints staggered 4 ft. Plywood or in' UNITED STATES GYPSUM CO- -I evelrock 151)0, Level rock 111 nonveneer APA riled panels secured to trusses with construction adhe. sive and Na 6d ringed shank nails. Nails spaced 12 in.OC along each 1-1/2 Floor Mat Materials* (Optional) - Floor trial material non, 11,1 in. Doss. Staples having;equal or greater withdrawal and lateral resistance Iltick loose laid over the suhllum. Fluor topping; thickness a rain I in. over the floor oral strength may he substituted for the 6d nails. died UNITED STATES GYPSUM CO ---1yhc USC Sound Int System No.12 ,r Alternate Floor Mat Materials' — (Optional) - Moor stat materialI Finish Flooring- Fluor Topping Mixture* — Foam concentrate mixed adhe- ranging from 3/8 in. to 3/4 in. thick loose laid over the suhlloor. Floor 111:1 ht,volume with water and expanded at 100 psi through nozzle. over the poor na.al. t rix al rale M. L2 cu it of preformed foam to 94 lbs"Type 1 Portland each topping thickness a min I in. lance UNITED STATES S GYPSUM CO---Levelrock Brandt Soundrnu•nl and :111(1 lbs(it sand with 5-1/2 gal of water. Call density of Boor Reduction 13utrd lopping mixture is I110 plus or minus 5 pcf. Min compressive_ It b Vapor Barrier — (Optional)-Commercial asphalt saturated tell,1L11.1(1 strength 1111111 psi. 'thickness 1-1/2 in. Y a in. thick. � CELLULAR CONCRETE LI.C Vapor rBarier — (Optional)-Commercial asphalt saturated felt,0.030Suorinb— 23/32denwoustructuralpanels. Installed a�perpendicular lu trusseswith d joints 1Plywood ard nunvencur AI'A rated panels secured to looses with construction adhe- Subtlooring— 23/32 in. thick T&C wood structural panels. Installed lied sive and No.6d ringed shank nails. Nails spaced 12 in.O( along each perpendicular lu trusses with end joints staggered 4 ft. Plywood or 'r truss.Staples having equal or greater withdrawal and lateral o isl•rnce nunveneer APA rated panels secured to trusses with construction adhe .'; adhe strength may be substituted for the 6d nails. sive cant System No.8 amt No. het ringed shank nails Nails s need 12 in.OC along each lance Finish Flooring -Flour 'tripping Mixture* -- ((impressive strength lu strength may be substituted fur the 6d nails. truss.Staples having equal or greater withdrawal and lateral resistance 1 be 3000 psi min.Thickness to he 3/4 in. mill. Refer to manufacturer's y �- ;`� instructions accompanying the material for specific mix design. System No.13 Cr to Finish Flooring- Floor Topping Mixture* — 3 to 7 gal of water UNITED STATES GYPSUM CO Levclrock SI,(' nixed with NII lbs of floor lopping mixture and LO to 2.1 en ft of sand. Floor Mat Materials* — (Optional)-Flour mat material noun 11.4 in. [hick loose laid over the subtioor. Floor lopping thickness a min 1 in, Compressive strength to be 1(100 psi m-C Thickness to be R o4 in. over the flour mat MAXXON CORE'-=1j'pe D-C,CC GC2000, L-R or T-P. Merl Floor Mat Material' -(Optional) Floor mat material nom 1/4 in. UNITED STATES GYPSUM CO--'1v1>e US(;Sound NWthit'k adhered to sub-floor with Maxxon Floor Printer. Primer to be r Alternate Floor Mat Materials* adhe- — (Optional)- Floor mal material applied to the surface of the mal prior to lath placement. ranging Iron 3/8 in to;1/4 in. thick loose laid over the suh0uw: Flour each topping thickness a min I in. over the flour mal. h1AXXON CORP --type Acousli-Flet. , l UNITED STATES iii C'YI'SU(1 CO—I cvoh'ock Brand Suunel Metal lath — For use with floor mat material,3/8 in.expanded gal- lanceReduction Board onrnd steel diamond nosh,3.4 lbs/sq yd placed over the floor mat Vapor Barrier — (Optional) -Commercial ,hall saturated felt,0.1)311 materialMaterials'Floor lopping thickness a nom 1 in.over the floor mat. +th to in. thick. I Alternate Floor Mat -(Optional) — Floor mat material 'lbSubflooring— 23/32 in. (hick T&(;wood slnri tur:tl ,ant Is. Installed norm I/4 in. thick loose laid over the subfloor. Maxxon Floor Primer to perpendicular to trusses with end joints staggered 4 It. Plywood or be applied to the surface of the mal prior to the aunt. Moor lopping; lhirkncss a thin I in. over floor lthefotopping el- nonveneer APA rated panels secured to trusses with construction adhe- place- or mal. ' sire and No.bd ringed shank roils. Nails spaced I2 ' MAXXON CORP--'type Acousti-Mat Il. in. l to along each Vapor Barrier-(Optional) — Commercial asphalt saturated fell 0.030 i s truss. No. having equal krailsgreater ails Braced and lateral resistance in. strength may be substituted for the 6d nails. n. thick. System No.9 Sub-flooring -- 23/:32 in. (hick'f&G wood structural panels. Installed tat f=inish Flooring-Floor Topping Mixture" — Foam antcrnlrote nixed perpendicular to trusses with end joints staggered 4 ft. Plywood or ii 4(l:1 by volume ft with water and expanded at IOU psi through nozzle. sive and cN(id r A PA cringed shank nails.ated panels cNaito ls r1[2 in O construction attire- d Mix at rate of 1.4 cu feet of preformed foam to 9-I lbs'Type I Portland spacedOC along each I truss. Staples having equal or greater withdrawal and lateral resistance cement and 300 lbs of sand with 5-1/2 gal of wafer.Carl density u( strength may he substituted fur the 6d nails. mnd floor topping mixture 100 plus or minus 5 pct Min compressive strength 1000 psi.Thickness 1 I/2 in System No.14 (1.(130 Finish Flooring- Floor Topping Mixture* — 4 to 7 gal of water Lt AST IZ I 1 CORP OF AMERICA---'type IF. mixed with 81)Ills uI Moor topping mixture and 1.4 10 1.9 cu fl of sand. Vapor Barrier — (Optional)-Commercial asphalt saturated felt,11.(1311 Iled in. thick. Compressive strength to be 120(1 psi min."Thickness to be 3/4 in. r in this ring— 23/32 in. thick'I'&G wood structural panels. Installed RAPID FLOOR SYSTEMS—Type RI, RFP or RFU. adhe- Sr.p Floor Mat Material" - (Optional) — Floor mat material nom 1/4 in. perpendicular to trusses with end joints staggered 4 ft. Plywood or thick adhered to sub-floor with Maxxon Floor Primer. Primer to be each nonveneer APA rated panels secured to trusses with construction adhe- applied to the surface of the mat prior[o lath placement. tante sive and No.6d ringed shank nails. Nails spaced 12 in.OC along each '--T ypecousti- buss.Staples having equal or greater withdrawal and lateral resistance Metal Lath —MAXXON use Cwith floor mat material,tl.3/8 in.expanded gal- strength may be substituted for the fid nails. th to vanired steel diamond mesh,3.4 lbs/sq yd placed over the floor mat System No. 10 material. Floor lopping thickness a nom 1 in.over the floor mat. er's Finish Flooring-Floor Topping Mixture* — Foam concentrate mixed Alternate Floor Mal Materials*-(Optional) — Floor mat material 40:1 by volume with water and expanded at 100 psi through nozzle. nom 1/4 in. thick loose laid over the subfloor.Maxxon Floor Primer to 'el- Mix 94 lbs cement,300 lbs sand,ap prom 5.4 gal water, 1.2 co It pre- formed foam,5 oz Type N fiber and 4 oz Component Z.Cast density of ment. Floor ttopo pingsurface rthickness a minof te matt1 in.overrior tottl erfloor lmaing t place- in. floor topping mixture shall be 105(+ or -)5 pcf wills nin compressive in. strength of 1200 psi. >Vhn thickness shall be 3/4 in. MAXXON LORI'—"type Acousti-Mat II. Vapor Barrier- (Optional) — Commercial asphalt saturated felt QO30 6ZfLL CORP AMERICA—Type ZC. V. thick. lat Subfloorin — 23/32 in. thick T&C wood structural panels. Installed ll perpendicular to trusses with end joints staggered-4 It. PI wood or perpendicular — 23/se32 iw thick jai woodtstructural panels. Inslali2td :loor nonveneer APA rated panels secured to trusses with construction adhe- 1 t rpendicular to ted panelswlend joints staggered 4 construction. Plywood or nonveneer AI'A laird n ills. to trusses withi . OCaei-sh sive and No. 6cf ringed shank nails. Nods spaced 12 in.OC'along each save and No.bd ringed shank nails. Nails spaced 12 in. OC along e.•-�h mold truss.Staples having equal OF},)cater«ilhdrawal and lateral resistance strength may be substituted for the Rd nails. truss. Staples baring equal orgreater withdrawal and lateral resislai r strength may be substituted for the 6d nails. LOOK FOR THE UL MARK ON PRODUCT 2004 FIRE RESISTANCE DIRECTORY 454 FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) FIRE RESISTANCE RATINGS-ANSI/UL 263(BXUV) .: lianncls ovcilnppcd 4 in.at splices.Channels oriented opposite at ro C Finish Flooring- Floor lopping �ttrlure*i— 5 to 8 gal of wale, to 81) wallboard bull joints(spaced 6 in.OF as shown in the above illuslra- lbs of floor topping mixture to 2.1 cu ft of sand. Min compressive lion. strength 1000 psi. Mm thickness of 3/4 in. 7 Gypsum Board* — Nom5/8 in. thick,48 in wide,installed with long ULTRA QUiNT FLOORS-=Types UQP-A, UDE-Super dimension perpendicular to resilient channels with 1-1/4 in. long Type Blend,UQl-Plus 2000. 5 screws spaced 12 in.OC and located a min o(3/4 in. from side joints • and 3 in. from the end joints.At end joints, two resilient channels are Sub-flooring — 23/32 in. thick Ti&G wood structural panels. Installed 'lynvoocl or used,extending a min of 6 in. beyond both ends of the join(. When perpendicular to trusses with end joints staggered 4 (l. 1 nonveneer APA rated ,ands secured to trusses with construction adhe MS114114,44 Item 3 or 3A,is dra,• ,,r the resilient cha son sive and No.6d ringed shank nails. Nails spaced 12 in. OC along each wallboard ceilrn mem truss.Staples having equal or greater ivithdratval and lateral resistance ',"4.'•...":: ,,;',4, ,'.':):::', truss. strength may be substituted for the fid nails. E '' System No.16 ?e7s r >; rr 8. Finishing'.i'Fy4tr'►{rf '(Phfit ciwn) Vinyl dry or premixed joint com- Finish Flouting-Floor Topping Mixture* — 4 to 7 gas of water poundr plic d in hvn coats to j nits ant(screw-heads;paper tape, 2 in. mixed with 80 lbs of floor topping mixture and 1.4 to 1.9 cu ft of sand, wide,embedded in first layer of compound over all joints.As an alter- Compressive strength to be 1200 psi min.Thickness to be 3/4 in. min nate,nom 3/32 in. thick veneer plaster may be applied to the entire when used with 19/32 in. thick plywood sub-flooring or 1 in.min surface offg,v1nn xuwallboard. when used with 15/32 in.thick plywood sub-flooring. RAPID FLOOR SYSTEMS—Type RF, RU'or RFU. Bearing the Ul.Classification Mark Floor Mat Material*-(Optional) — Flooat material nom 1/4 in. thick adhered to sub-floor with Maxxon Floor Primer.Primer to be Design No. L564 applied to the surface of the mat prior to lath placement. Unrestrained Assembly Rating- 1 ili. MAXXON CORP--Type Acousti-Mat. Metal Lath — For use with floor mat material,3/8 in.expanded gal- (:1 r (f vanized steel diamond mesh,3.4 lbs/sq yd placed over the floor mat1 material. Floor topping thickness a none 1 in.over the floor mat , Alternate Floor Mat Materials*-(Optional) — Floor neat material nom 1/4 in. thick loose lard over the sub0oor. Maxzon Floor Primer to — , — be applied to the surface of the mat prior to the floor lopping place- (-1-0 merit. Floor topping thickness a min I in.over the floor mot. _ MAXXONCORP---typeA(ousti-Mat It. I' 4.) (6) Vapor Barrier-(Optional) — Commercial asphalt satitratcd,(ell It.l!1(I -J _v - -I ;y in. thick. A / / y y vr. / 1NA•!,�'• 7� v Sub-flooring, — 23/32 in. thick lcF(; wood structural panels. Installed- i rJ r X X K ; Y, ' ( k ,t perpendicular to trusses with end joints staggered 4 ft. Plywood or L �v nonveneer APA rated panels secured to trusses wily construction adhe- sive and No.6d ringed shank nails. Nails spaced 12 in.OC along each j- ' • truss.Staples having equal or greater withdrawal and lateral resistance ^ ^" • — -- — strength may be substituted for the 6d nails. 1 2. Trusses— Parallel chord trusses "�" ' ar .,. �- ' fabricated from nom 2 6 4 lumber with loin a r orrr r e t i ,a„ u t 1 c i y or horizon- I. Flooring—Structural Cement-Fiber Units* — 3/4 in. (19 mm) thick, tally.,; . . Truss members secured together with with long edges tongue and grooved. min 0.0356 in. this gals steel plates. Plates have S/16 in. long teeth VIIOC/I'ORTU( Al projecting perpendicular to the plane of the plate.*lie teeth are in pairs INDUS.RiA5 DF MADEIRA Ii CIMi NTO S A facing each other(made by the same punch), forming a split tooth type 2 Adhesive— Not Shown "linerbond"45 spray foam adhesive plate. Each tooth has a chisel point on its outside edge. 'Riese points applied to butt joints and tongue and grooved edges of flooring. are diagonally opposite each other(or each pair.Tete top half of each 3. Flooring Fasteners—The Structural Cement-Fiber Units*— to he tooth has a twist for stiffness.The pairs are repealed on approx. 7/8 in. fastened to the steel joists with self-drilling,self-countersinking No.8 centers with four rows of teeth per inch of plate width. by 1-5/16 in. long screws spaced 12 in.OC in both the field and perim- 3. Batts and Blankets* — (Optional) (;lass fiber insulation, max 3-1/2 eter and I in. from the side edges of the board. in. thick,secured to the plywood sub(looring with staples spaced 12 in. 4. Structural Steel Members'— the proprietary joists are channel- OC or to the trusses with 0.090 in.chain gals'steel wires spaced 12 in. shaped,9-1/4 in. min depth-joists arc, abricated from min No. 16 MSG OC.Any glass fiber insulation bearing the U1 Classification Marking as gab'steel. foists spaced max 24 in.OC.joist attached to joist rim with to Surface Burning Characteristics and/or Fire Resistance, having a min 3,3/4 inlong self-drilling,1110-IS I FK screws through tab to the out- density of 0.5 pcf. As an option, the insulation may be fitted in the ton- side of the web.At joist rim splices bearing on supports,joists rims are coaled space, raped over the resilient channels and h psum wallboard connected using an overlapping section of a 12 in. �mg splice plate(a ceiling mei ibrine when oistpiece),with 1 3/4 in. Tong self-drilling,1110-16 MK screws to each rim piece. i)11 TRIC!1 INDUSTRIES INC--Type 11)3 or TIM floor joists, 1U2n rim joist 3A nose Fill MateriItem— As an alternate to Item 3 when insulation is 5. Joist Bridging— Not Shown---Installed immediately after joists sic draped over resilient channels and gypsum wallboard ceiling men- erected and before construction loads are applied. The bridging consist- brane-Any loose fill material hearing the UI Classification Mal king Ing of No. 16 MSG gab•steel,2-1/2 in. wide by 21-3/4 in. long struc- (or Surface Burning Characteristics have ' jn nssiil of(15 pc(and lural bridging staggered between the steel joists attached to the bottom i, .' 41, �'L ,.:� A a i - ,Is ` than Joist flange with I,3/4 in. long self chilling,1110-16 I I K screw at each end lab of bridging Solid bridging consisting of cut to length joist sec- e finished rating when loose fill Material is usec4'ias not lions placed between outer joists and at center joist with 8 ft. OC max • been determined. spaciing.Solid bridging are screw-attached at joist web using 1-1/2 in. 4. Air Duct* — AnyUI_Class Il or(lassflexible air duct installed in I by 1-1/2 in. by 7 in. long, No 16 MSC,min 50 ksi support clip with 2, accordance with the instructions provided by the damper inanrrfactiirer. 3/4 in. long self-drilling,1110-16 FF,K screws per leg on one side and 5. Ceiling Damper' — Maximum plenum box size none. 19 in. long by the other side with a 4 in by I-1/2 in. by 7 in. long No. 16 MSG,min 19 in. wide and 11-7/8 in. high fabricated from galvanized steel. 50 ksi support clip with 2,3/4 in. long self-drilling,H10-16 TEK screws installed in accordance with the manufacturers installation instructions per long, provided with the clamper. Maximum damper openings not to exceed 6. Resilient Channels— 1/2 in.deep, formed of No. 25 MSG gab/steel, 256 sq. in.per 100 sq ft of ceiling area. spaced 12 in. (1C perpendicular to joists.Channels oriented opposite at LLOYD INDUSTRIES INC--Model CRD 50-Ill,CRU 50 I.A BT, wallboard bolt joints.Channel splices overlapped 4 in. beneath steel COD 55-13T,COD 55 PA BT. joists. Channels secured to each joist with 1/2 in.Type 5-12 low profile 6. Resilient Channels — Resilient channels,nom. 1/2 in. deep by 2 in. screw.Channels n ienled opposite at wallboard butt joints(spaced 6 in. • wide at the base and 1-1/4 in. wide at the face, foraged from 0.025 in. OC)as shown in the above illustration. thick gals steel,spaced 16 in. DC,installed perpendicular to trusses. 7. Gypsum Board' — One layer of 5/8 in. thick by 48 in.wide sheets When insulation,item 3 or 3A,is draped over the resilient channel/ installed with long dimension perpendicular to resilient channels. gypsum wallboard ceiling membrane, Ilre spacing shall lie 12 in.OF-. Attached to the resilient channels using I in. Type S bugle head dry- r Channels secured to each truss with I-1/4 in. long'type S steel screws. wall screws spaced 8 in. OC in both the field and the perimeter and LOOK FOR THE UL MARK ON PRODUCT