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Home My WebLink AboutMULT DOCS - 94-00029 - Madison School District - High School (Jr High) - Boiler Room RemodelMp- V-1 ?-94 '42T PH rtiC SUN 02 CLURE: Ff roj i i.- Se�n,dhlg Y -0,41p I; Trrrnsrnrtte! 0, Send - 1 N Sireet —.6 y Number of Pages (Inchiding Cover 1J` all ��,�� are not rec- i c ved please c all. YOC:1081349015 AL tir A RMER ICX"WjVjIh 507 Main Avenue West PosF Office Box 1404 iwm fails, ID 83301-1404 ..0 fAX:108 7349016 Uapjl Number of Pages (Inchiding Cover 1J` all ��,�� are not rec- i c ved please c all. YOC:1081349015 AL tir A RMER ICX"WjVjIh 507 Main Avenue West PosF Office Box 1404 iwm fails, ID 83301-1404 ..0 fAX:108 7349016 November a r 1994 00partment Of Labor C 1- 0 P CK inaustrial Servi�;�s Attn ; Mike otty P 0 BOX 8 3 7 2 0 Hose. Idaho 83720-0060 SUBJECTI MadiScan County 1.iigt, near Kike, E H GI N E E R I N C 'ch001 Boiler eL r n ------------ In rn-h-t - I - -ation There are several areas 1 Woujr). -ike to revi' the Instd1lation of new n tuIr y��.eW W*th You reqardinlj- Count As gas at the Madison �.c� allOw the school yOu ar6 aware, the int -f the projec-L jr, tO Util h, source in 1 0 lze natural gas as leu of the electricity j the Primary heat thOir resi Stan., Y the case w Potential to Save elC-tctric 'This modif Ith t -mk * 'cation has the he school consi for heating theder.ab I e dollars bUildinge In energy costs In modofyd Ing the structure to accOMIR several changes muSt be Madet; pj_rs gas fired boijer.%s we have Provided reinforcezent t t, with regard to floor loadinq" the 0 the f 0or Z I toot rOOM shall Y�e� capable of Ysteln to ensu-re that -1 ivy Upport, load MY -relUctan In4 th�� 12 5 Pound per square extent D-ro ce to reinfOrce the floor �,evel to this f loor v'OuslY was based upon JTjy Judgement regardinq anti and I-'Oadlng, pd�"".��a11�.c�.Y`�.Y iI� 1iG�'�1t Of the equ cjLpatedmited IPMerlt Conf ig-Urat 16 your responsibi I Ity to room, �i��r�tr��,TrkkL erpretationk.;Ognize Modif ied ffrawl-ri(js apprapr- .4. ately to v=r;"r- of d the Code, dnd We have load throughout the boijel room 0 "`Q-nMOate the .1-25 pound live r ThO Second area of concern ��'��- iloplementation Of the requiillregard tO arement the one hour separation., In 'nvestl9dting this requiremen-t, ueveral bt��.�:ds�iescusse Alation w th 9, code Of f ic 13"1'�e,�`ha`�i[�r�al� 3M Cor�i�?Y'r��1_�ri�g'aS Trus ic)i:stresponse fram thoand :Lcao, As -T- i�'ater�ax'et tho.sources, It seems aifferenCe beLween thev s here .18 3 Ile requ-iremontg assOciated* w--th separation ver5ue those -re-q-Uired a -1 an occupakIcy regard- to the area se P Jf�O-r an area separat1on, W th requIreTft6nts Par lox" sectiO�� 505 is Clear,. Placed upon the oQcu a F 50,ctiOn 503 are not �.,x P ra 80 clearl xy def ined a Ons a -S I'sted �.n OfIficials with wh0jr, The understandlk-Ing of have talked to 'Paration ac..,G0cja-t,d Is that the (:)ccup,anr W JL the One hour req�.��+�men� 'y aPPIicationa �.s tO PrOtect the reraA nde for bo.t ler roam assOciated structural cOmPonents f��Z- Of the buildingr ;3nd the boiler Oporation.. This befire hazards aSSOCiated with Ing the case, I i�= the structure & *t is generally agreed that facing the�n��ric�� 1-s Protected brca�rn�c��p�,i�r�� aprorate xaeans On the surface 'ff*or unijer py., the intent of tho code has been sdtisfied- This AVPe4rEi to be the 109ic used in VDC: 208.734-9015 1ENGNEENIWA J'e�L)Ay *4- & -� Uimk aLF1 EN I 50/ A I i Avenue West I g I Q p0sl Box 14,04 �win raH�, r 'D 833 0� 1 1404 ZV -7�i4-9016 F4X:108 LUF EIAG INEEF.� I NG - n"I 4 La 1.rd' JS -let-ter re-garding his 'recomme'r. A - 1 1* -vrement3 :Ear eflulaaure 0r -h0i-lcaz It -Aa ion and re -4 CP t bY Mr Laird Can 0111Y SaY that the ftPPrOach appropr Is very similar t,0 the 14te by all others Wi WL as- OcIch f elt to bp th Whom I have rev I r eal r 111,,Cd the situat, 14e that +-his Original co �x�� ion is r�€�� art 4 ea�Luated V acCordance with your nqu'v4JLent tO ar occuDanc-. segaratLion Your appraisal 0 -al separation 'qre�i�+�n��r��tsrequirementa to be the Tinifor Of this matter , can on 1 m nui�.c�� in .1ight O_f th, in`��,n�est re g code �x� =m.�e�:��' and of the �r�i.��:.r roomp, j astabi sh � -n such t�.c.i��t�, Ing a one- hour r,0-PqratJ-on or 4PPreclate you, ec heln on t.h-t 8 matter jar(lin k q possl-ble resolutA 'On Of the Mr. City City Jo8oph A. Laira+ T'. F, Engineer/hu,,,. of Rexburg ding pf f icial mr g. Doliq Enclosure W qi* Colef Maintenance a 0, 0. awings aLnd w0uld welcoTfte suclqest Situation A *W 4wr S incereiy, 4- 0 rlu t: I U re McClure Enf�lll.8�3i�.�L� A Sul erintende,t M It 24C ab lift CL - �TT+., LL I v I lk kr,m iqL..m NL I Ij ? T m 41, ir 7 4L Ir 't o 1L L 41 ir EL R 40 0 4 r ly SnOlpl TL DH N mi low 0 4 r ly SnOlpl TL DH N mi It HDV -17-94 SUN 0>044 Pri MC CLURE ENL� I HEER I HG q. ir e ft, 4m .1k PL IL -W T- T 1 U5 -2 4 wx -7 41 4k . -q .10&0. P"-. q M � - w �+ - m . exr 5 rl P*l I BEARIN6 kM. L NEW N 1 OX44 l uxr5rlN6--x W,APf.5Q RL 55fz*v )q..orw- HSC�fe4(L fzx" #-L&L t, 4% � PI R5 Ir Ft-C<;iQ NALL- r FIA6T HAL[- — L � � 44 "ALT.AAY SAJ-4r,U-r OIL com 0 N, PL AN Ar 0 0 r'* E EN I NE E R' l l- �' i . e ....+^,�*•a-,x---.re.�-��q� „�� 4��_ - -"—_'°� �_,.:. L.e. •er.��..".,� �-.-__.. �_.e-., ---e.r �i__J'aFn�rr P'4 'ef .: <<-i..�Rwi !T ._—'"��S. �e�.�lF•�e�44_ .1.-a_�'LS .r-. �f—��P.e'�—.�✓�Fe _ �— a '- - . e-n_�ar�_ __-.n.e.__�.,_ �s-.a_-e_____ +� � - �p,. _fir j rL rr� I 6 5 1 /6 ii O.'rp DO W'7H 51 5/5 6YP TYPE x P BOARP EACH 51PE --W- NIS :2x4- WAL.-L 9 1tj r TRU5. Z 52 0 k _ 5C°F NIV T. f . sr e v ., •tY°r,a.,"i Y. r+, �• r—� r �.�— e e _—. ,"�� e..�..,. -¢ — —e•°._ e_�oe �,..,�_� r 4-��, I �I f ILI �r w FX15TWINS ROOF I 1 I t I I i1 I w rFl Re TO BE OPF I % , k 1 I 1 P I M f i e f 1 I I i k r I I -2X4 � _ I� EXP57 I N6 OP,EN IL I 0 y ate`' f Septevib,CZ ,f A D DF:NptJy� ER MADISnrj SCHOUL DISTRICT DOILEI2 RFPLkCE?4ENT R f;X6u p,C, IDAHO i r hereby m��c�€� a tr-�� ,�r?�� extex��. �a�t of the c�ntr�c�� dccuMon�ts R, e. e�` .�� ,+ �hC�tlr�il .fit were or' B �.d. F`c��m'F fort a�know�,edqer�ent Of dcleng]Ln irYc.�u�d�d d cx . ALL BIDDERS FUR�IS%�IN� ALL �,A�DC'!��'�'R��Ct.I'.R AN1A( -rER-TALS, FC?R ABOVE NAMED I . 1, +�� in" � �� - Pans shstin, fl....all �-1 �� - routed above OILI adjacent irld �- - Y - -l`. ^�Aline exist,ting that floor- gisI. .- shall 0 0 _d y in�ta,11.aPned, then '. trapstap shall vrl(I 01"itted rv_:_P <4 ti 4 1n Pans at,e illfloor� ay be dr.ai-l-le'(1strapped and bolle-,,- END OF ADDENDUII 1�tIj�DE�� 01;E Fax Fi4onj: T r a it sit, I t t e 1 �c� x N��rr� b c r Sel-I dirtg �'"o. Sending T� • _ � v � ft4. Corrtpany:—kek��,_�-�_D{�'�CPS Z.- C0111111ents., e LIJ r pj JC �Vcr�rr�a�r of Pages (Including Cover 1'a�►�,1; If all Pages are not riecieved pleC15e call. 507 Mofn Avenue Wesi Posf Office Box 1404 kX n n jr 404-C, FAX* 208.734 -,9016 . nw P J Coe c cl lob r�c Loc j /, . � vi r OF e,,w emor000la J $4.00 (GA -600-88) Fire Resistance Design Manual a� OCT i 1 9sas .� 61 W, J, F IL ir pr AWINL lop 1603 ORRINGTON AVENUE!, DESIGNEVANSTON, ILLINOIS 602011 TWELFTH EDITION worm QD a M r afro IL ii HR GA File RC 2500 ASSEMBLY DESCRIPTION Gypsum Board, Steel Channel Joists, Insulation, Roof Cov. tiring CEILING: TwO laYers, Of 112" type X gypsum wallboard or veneer base applied right angles to fig ge,1-r deep .channel joists 24F1 O.C. All end joints located m id�etwee r� JO sts with all jointire each adjacentset" Base layer attached with I " Type S-12 drywall r! back 3/41, frofroM edges. Face layer attached wfth fr Type S-12 dryw.11 screws 12y' 0-c. set back 4" from nts at - Bch ed to base layer with 11/2" Type, G drywall back 3/41, from joint, ROOF: 28 gage galvanized steel form u she.fi��r'-'-`-`-jj�� thing applied �''y� angles i ��support 1 �f� gypsum and fastened to units with 1/aft Type S drywall screws 11 O.C. irl both directions. Two layers 27110 glass fir initin board ��(approximate)��'IISd IrlISI t �� t; �n.i nts of adj ace nt rows f i ris u Iation off set 1611, jo i ints between ers Offset 18fr on long edge and 811 n shortedge. Base layer at,tached its mechanical l fasteners n r per piece to steel units. layer secured to ase layer w [th hot asphalt or cold tar pitch. Ap- Propriate roof covering (see U.L. directory for alternate). One hour unretr in, Gypsum Board, Wood Joists , Roof Covering Base layer 5/8" type X gypsum wallboard a ci d at right angles to 2 x 10 woodjoists 2411 0-c- with 111411 Type S drywall screws 2411 type X gypsum wallboard or veneer base ap- RC 0)1 plied t right angles t joists through �� layer its �7� � if Type S drywall �� r��joints and intermediate Joists. Face layer joints off t rf from base laver w i screws placed 2 " back on either si *e 011/2" Type G drywall layer end Joints, 1 of jo, PlYwood with exterior glue applied at right eagles to top Ists with 8d nails, Appropriate f covering. Ceiling pro- vides idenhr firs resistance protection for wood framing, including trusses. SKETCH AND DESIGN DATA Fire Test, UL NC 505-' 1-11-0 Design P 512 Approx. Ceiling Weight: 5 prf Fire Test. See FC 5406 ay�Ln. 4 if 41..•.._ ,....... a a M r afro IL ii HR GA File RC 2500 ASSEMBLY DESCRIPTION Gypsum Board, Steel Channel Joists, Insulation, Roof Cov. tiring CEILING: TwO laYers, Of 112" type X gypsum wallboard or veneer base applied right angles to fig ge,1-r deep .channel joists 24F1 O.C. All end joints located m id�etwee r� JO sts with all jointire each adjacentset" Base layer attached with I " Type S-12 drywall r! back 3/41, frofroM edges. Face layer attached wfth fr Type S-12 dryw.11 screws 12y' 0-c. set back 4" from nts at - Bch ed to base layer with 11/2" Type, G drywall back 3/41, from joint, ROOF: 28 gage galvanized steel form u she.fi��r'-'-`-`-jj�� thing applied �''y� angles i ��support 1 �f� gypsum and fastened to units with 1/aft Type S drywall screws 11 O.C. irl both directions. Two layers 27110 glass fir initin board ��(approximate)��'IISd IrlISI t �� t; �n.i nts of adj ace nt rows f i ris u Iation off set 1611, jo i ints between ers Offset 18fr on long edge and 811 n shortedge. Base layer at,tached its mechanical l fasteners n r per piece to steel units. layer secured to ase layer w [th hot asphalt or cold tar pitch. Ap- Propriate roof covering (see U.L. directory for alternate). One hour unretr in, Gypsum Board, Wood Joists , Roof Covering Base layer 5/8" type X gypsum wallboard a ci d at right angles to 2 x 10 woodjoists 2411 0-c- with 111411 Type S drywall screws 2411 type X gypsum wallboard or veneer base ap- RC 0)1 plied t right angles t joists through �� layer its �7� � if Type S drywall �� r��joints and intermediate Joists. Face layer joints off t rf from base laver w i screws placed 2 " back on either si *e 011/2" Type G drywall layer end Joints, 1 of jo, PlYwood with exterior glue applied at right eagles to top Ists with 8d nails, Appropriate f covering. Ceiling pro- vides idenhr firs resistance protection for wood framing, including trusses. SKETCH AND DESIGN DATA Fire Test, UL NC 505-' 1-11-0 Design P 512 Approx. Ceiling Weight: 5 prf Fire Test. See FC 5406 ay�Ln. 4 FLOOR=CEILING A: Fir Rating Sound GA Rating i File SIC No., 45 t0 FC 5250 49 140IHR to ASSEMBLY DESCRlP7�ON Wood Jit GYPSUM Wallboard 112-1f type X 9YPsUm yard or veneer base applied gles to resilient furring channels with OUS 1 O.C. Wallboard joid l l screws way channels and attached t additional ocatedbetween cont n - eces of Channel 54?1 IOng with screws 121, O.c. Reslifent furring channels 2411 nails, 211 1 n ¢ 0,113" sham 17/64" to 2 x 10 wood joists 161y O,C. suPporting 1 of nominal and finish or 19/3211 Plywood f 1 n is h d f l oo r with r and 1/352 it err � n � � its ges icul�- to tr�� bfloor p�-- alt i �r�� staggered. Wood JOiSts, Gypsum Wallboard '/2" type X gypsum waflboard or veneerbliedan- glest resilient furringl� � � right 121f 0-c- Wailboard end annals with 1" T P dr wall screws joints located Midway between rfiu- FC 5300 Ous channelsand tt d tdditinal pieces of channels 54fllong a th screws 12"' 0-c, Resilient furring -F? tached with IWO 4d coated nails 11/ if 0-c- at - 7/32 'r heads t , . shank, and & G wood sub and finish floor, or 51.81, Pl d finished floor with .d interior l �I��r � � � with exterior I�..r ndi l r joists with join Wood Joists G u m Wallboard cardor- rbas at ' gies to rigid furring channels 24" 0-c. with 1" Type S dryw.11 FC 5310 screws 12" 0-c- o tWallboard end `pints locate I way betweencniuous I els and attached to additionalnel 5.4" long with i crews 12" o.c. Rigid furring with two 11/4," Type S drywall screws wood joists spaced 48" 0.c. Plywood lour.lk" r Base layer %-" � i eye PLJwallboard a 1, wallboard ed cat right a 35 24.rf O.C. with 1 114tt ngles all screws. lr X gypsum rveneer Plied .tright i0ists 39 drywall screws 12" o.c. [aye r joi t J 1�€ I J L is and intermediate ntordI jf' f-rr ase Jaye r1 oint , 11/2"' T YPe G drywall If * joints screws pfaced 2" back on either side, of � Iflayer� �.. 1/lid �� -exterior rP I*t rightanglesaaprovttopf Jit with d pil. Protection for Wood'san ce 64 SKETCH AND -DE s�G� dATA Approx. Ceilin W 41 Vit: Fire Test: UL R2717-29 1-24-64 Design -- in ULC Design M501 Sound Test. RAL TL 4-1 IITt:39 67 ' ox. c fng Weight: jr Test: UL R3501-29, 3-23-64 1 Des'gn - - 1n L1 Sound Test; i 3-21-66 (Rev. 12-23-70) Test, 3 P NGC 50161.3-17-66 Wood 0161.-1- Approx. Ceiling We* Fire Tests Ightl 2112 s UL R1319-47 5.8. 3 Design L508 Sound T 't: Estimated Approx. Ceiling 'mei ' Fire Testa FM FiC 17212-25-72 Sound Test: Estimated Fiore GA Rating File I-. No. ASSEMBLY DESCRIPTION Wood Joists, Metal Lath FC 551 nailsroofing 1:2-1:3 9Y,Psum-sand pt r r .. lb. metal lath nailed /f 1 112rr long, 0.12011 shank, 7/1 jS -d to 2 x 10 wo od joists 16" 0. C. Supporting 1?1 nominal T & Gt Wood sub and finish flog, I Gypsum Board, f 1 I Parallel Chord Wood Trusses CEILING: Two layers of 112,, base applied perpendicular to trusses,Base layer end joints staggered 24" and al I face layer joints off set 24"' from the joints. of the base layer. B2Se layer attached to bottom chord with 1 1141, Type S drywall screws 2411 . Face Ir attached with17/8,, Type S drywall' screws 1211 r, In screws spaced 1211 ) 1112" Type G drywall FC 5512 face layer end joint. 0-c- are placed 3" back from each side of HR TRUSSES: Chord and b members are fabricate lumber with 20 gage S, connec or plates that have a m'l n im U m tooth length of Plate design Vafues shall be based upon a have a minimum depth12r'. FLOORING: 15132" tong ue-and-g roove Plywood with extedor glue ld at rpt angles t O top of trusses with 6d COmmonnails 61, ox, End joints Of Piywood to occur on top chord and ares to be staggered �F J Wood Trq Gypsum's` allboard gyps u m Wa I I boa rd o r ven eer baseI t rift anglestoti ��ri �� ied ype S drywall screws 121-F o.c. and 1112" from edges and end joints located mid- Fway between ontl u u channels0,.G. " � tri f �° fsecuredr� double (g; k) n i steel wire " oT � perpendicular to parallel I��r�� tri �� trier l � � �rti � nominal ir�- with exterior glue, T & G edges, perpendicular joints staggered withkiI. n tru y_ adhesive �+ �i� .'�fr �I � nk nails 1211 O.C. Adhesive r ed to each 10P chord and grooved edges of PlYwood. Consult 9YPSum manufacturer for truss details, SKETCH AND DESIGN DATA Approx. Ceiling Weight: Fire Test: BMS x 10-7-42 Approx. Ceilin Wei ht; psf Fire FM F - Thickness: Varies Approx., Cardin art L Design L528 Based on UL 1T1 8-166 8-87 design -- see page. 12 paragraph 4' Fire AtTn9 4 HR Sound Rating STC GA File No, Fe 4120 ASSEMBLY DESCRIPTION Steel JoistsConcrete Slab, MLetal Lath, Gypsum Plaster lit plaster applied over :3kff • metal lath wire tied O.C. 10 open web steed joists 2411 ox. SUP- portingNs"rib metal lath and 21121, concrete lir. ppr�. l.lfnWeight: Fire Test: BMS 92/43 10-7-42 i HR 1 HR FC 4500 (t) FC 4501 �9) x Steel Channel Joists, PlYwood Floor, Gypsum Wallboard Ceiling Base layer 1/21, proprietary t� X gypsum frL�a� �r.ed a t right angles to channel shaped, minimum ff gal- vanized steel joists 2411 0-c. with 1 " Tpe S-12 drywall screws 8,F t butt joints and 12ff 0-c. 'ithe f eld. Face l 1 . ,'f ter r �' �rr�; type X gypsum wallboard lied at right angles to joists through base layer with 1112" T dr joists '� screwsbetween rid 15alf T S-1 dr..ii r 1 .. ire the field. Joints staggered' .fit layers, y St I Lit supporting plywood floor ll tright � angles to joists with 1 1 5/1 re . -20 S-12 point screws 1? O.C.around floor perimeter and at -end joints and 101,F o.c. in the field. For alternate floor systems, consult manufacturer. Steel Channel Joists, Plywood Floor, Gypsum Wallboard Ceiling Base lar 1/2" proprietary t ype X gypsum wallboard applied at right angles to channel shaped,minimum 1r vanized steel joists 24" 0-c. with I PS-1gaff screws 81, O.C. at butt joints and 12" 0.c. in the field. Fac lar 1/1f proprie- tary t P X IIb and Iright d t r�' t rpt to joists through base �1{� Type r betweenjosts �� II r t ��tt ��tiand 1 %pe S-12 drywall screws 12" til. Joints t r .. in the between layers. Steel joists supporting floor:5/a" T&G edge plywood applied at right angles to " fists 115/16" e 4 -1lr� J with Point screws . around' floor perimeter and at e nd joints and 10-" 0. C. in the f i1- For afternate f loor sys- tems, consult manufacturer. FLOORmCEILINGASSEMBLIES, WOOD -FRAMED 55 to 59 5105 (k , o:, q Wood J i ts� Gypsum Wallboard 1/2" proprietary type X y sumwa oa or veneer base appNed t right angles to resp I i nt to rri char nsr �� yrs with 1 '� � � rywa�� O.C. Resilientchannels applied" gles to 2 x 10 wood 4o- 0-c- at right ari common nails. Wood i0ists SUPPorting 1913211 Plywood and 1 11 proprietary sanded gyp. Sum underlayment. Sound tested using 31/2" �` is fiber In joist spaces and with carpet and p.. Proprietary sign see page 1, paragraph Approx. Ce'ling Weight' 4 psf Fire Test: UL R1319-133, -1- D 'ln L524 Approx. Ceiling Weight: 4 psf Fire Test: U L Design L524 Based on UL 83660-3 -, 11-12-87 Approx. Ceiling Weight: 2 psf Fire Testi UL R 635 ,4-21-71 Alt. Design L502 Sound fest: G & H BW_10 MT, 10-13-70 f 1 C & Test: F G & H BW -10 MT, 10-13-70 F1 re ating 11 Y �t Vile No.,. P 8420 ASSEMBLY DESCRIPTIO Wood Stu ds, Cem e nt Stu cco, Wi r I Me No r base yep -5/a 11 type gyps U M Wa II aP P I i ed pa rel! to 2 x 6 f i re retard With rpt re ated dtu d 16 (/ .. studs long, 0,0915" shank, 1/4" heads, 12f -r O.C,. on edges and to intermediate studs. Face laver%fl ty e X With base fir t rit � � d coated n9YPsum wallboard or veneer ails, sI, to8 11 O.c. along edges and 121; AF shank, 9/3211 heads O.c. to intermediate studs. Exteriorl base layer 51all type X gypsum sheathing rior base layer anred with � l fire resistant pro- tective ,paper stapled along O.C. under Hued self -furring wire mesh nailed appliedvanized roofing nails, 23/8" long, 0.113"' shank, 9132" heads, 611 O.C. Cement -stucco to wire mesh in two 1/2r thick with bonding rpt applied between coats.(LOAD-BEARINCI-) SKETCH AND DESIGN DATA Fire Side Thjckness: 85/,,PF Fire Test; UC, 12-21-67 1 HR P 9010 =yJr l , i t Liner, Steer Facia, Glass Fiber Coated steel Interlocking interior liner panels screwtt top d Ott urti � t glass fiber batts, 0.6 PO density, applied hOrizontally, 16 gage coated steel gaped subgins 11 If dee 1 "116" legs screw attached to legs of .liner panels bottom SUPPOrting angles. ub in space' horizontally f1 from top and bottom of I in rlwith i�tr��1F minimum, {�maxt art paced ti 'mum. Two layers 5/al., type X gypsum ll with Joint. offset ". �� art �� First layerat- tached{with � Type S�1 drywall screws spaced edges. Second layer attach, � with �% It Type S-12 dr 'rvertical frOM into � sub - girt. 1 aped metal coated steel subgirts7/16" deep x 23/4" wide w1th 1/2" 1. egs atlach ed h orizo y to firt s u bgtrtn d 9YPsum wallboard with 2%"-14 steel screws 241-1 O.C. Exterior steel or protected metal fac I ng units of var' hapes attached [y to s u bg j rts with U,s Jous , �Ali hr � firr�t k Ispring tl arts with3/4"-14 and _screw attached to sub4 Facinunits red along verti- caljoints t 1�-1 t screws 18"' f Wide steel liner ,panels and 12" wide steel facing units are 1112" dee a 20 gage. (NLB) Gypsum Wallboard, Steel Furring Glass Fiber P �' n l , tnterior side: Base layer 6/8yr base attached with 1 -"' Type S d rtype X , a1lhord or veneer steelrywall screws 1211 o.c. at right an - furring channels applied i 11 O.c. to legs ofexterio r pan el s with 1 11 FI � �f p 0.. rywa �- 1it oyer / type X gypsum wallboard r veneer base lami- WEP 906 rta t� �� layer t right les to furring channels and at- tached with 17/a y - Type S drywall,screws 12-11 Oc. along top and bottom des. Alternately, base layer attached with I { Type S o. C. to vertical e d g es and with V/8" Type S drywall screws 1fy .. layerFace joi �� rrwn linn �. nt staggered 1 , . from bass sir � r�� it j�t. �t� of f l i_� d Z t 1' wall p� n IWe He, h 'shaped deep legs which cal edges. 3" thick glass fiber i . f friction (NLB) Thicknes,, App r, Fire Test. Fire 1 Fire Side Folre Side Thickness: 451,311 Approx. ''lit: 7 pf Fire Test: FM vvP ISS, -15 WP 167-1� 9/18/69 1 t _ y 7•R f, M., Fire Rating Sound Rating STC GA File UUP 3510 35 to 39 WP 3520 ASSEME3LYDESCRIPTION GYPSUM Wallboard, Wood Studs . One layer -5/3" type X 9YPSUm wallboard Veneerh parallel with r at right angles to each side of spaced 24?r , . with coated nails 171,B" ion s 1' �f 0,091 shank, O.C. Wallboard nailed to top and bottom T? 0-c- Stagger joints 24'r 0.c. each side. (LOAD,13EA'RING) Gypsum Wallboard, Wood Studs One layer 9" type X plain orr or t p ulr appliedParallel t h f " � .C, with 6d coated nails 17/81, long, 0.091 f, shank,1/4" 7 IF . c, at jointsand a10 kneads of adhesive on ir�trit studs. Wall- board nailed t � t 1� top and bottom lathsStagger 11 . � ., each side.(LOAD-BEARING) Gypsum Wallboard, Wood Studs Base layer 3/all gYpsum wallboard rel to each side of studs nth coated nails, heads, . Face layer s" gyp- sum liter r veneer base pofled at right g s to each side of studs with laminating compound Combed or the -itir contact surface and nailed to studs with 5d coated nails 1,5/Br, n , . shank, 15/c,heady " O.C. ff each layer and side. (LOAD-BEARING) Gypsum Wallboard, Wood Studs One layer 5/al' type X plain r predecorated gypsu wallboard res board WP 3605 or at right angles to veneer base applied p a rIII with each side of 2 x 4 Wood studs 1611 O.C. with # coatednails,17/8"' l n0.0915"h shank, 1/4" heads, " ox. Joints bevelof square edge, edge or predecorated wallboard 30 1 left exposed. Stagger joints each side (LOAD-BEARING to 34 Gypsum Veneer Base, Veneer Plaster, r, od Studs One layer 112", tYPDX 9YPsum to each side of 2 nr base appfied at right angles WP 362 studs 1 . . with 1 �� long,� {� shank# �� tri nails , O.C. Minimum 1/16" 1 �� plaster over each riStagger vertical dint , . -nd horizontal joints each side 12" without � u� tt neer- plaster LOAD -B 1G) ed Fire j Sound Thickness- 471,B Approx. i ht: 7 p f Fire Test; UL 83501=F 483 -9-17-65; Design R1319-129; 7-22-70 Design U314 Sound Test: NGC 2404T 10-14-70 Thickness, 47/8 Ir Approx. Weight.- 7 pf Fire Test: M WP go,8-21-67 Sound Test: G & H G- FT T2-65 Thickness: 5111, Approx. Weight: 8 psf Fire Test: OSU T-118-48, 5-17-51 Sc)undTest: Estimated Thickness: 47/s FF pro , W i ht: 7 psf Fire Test; UL R1319-45 63 6-17-52 i n U305 R1-, 120�66 R3501-5253.15-66 UL .1 - UL Design W . 1 Sound Test -OR - , - -64 Thickness, 471all ppro 'We Wht: 7 p t Fire Test: UC, 1-12-66 SoundTest: G & H lel- FT 5-26-64 1 °R•t.F.n' �k. Fire Sound GA ting Rating File STS No. WP 4135 ASSEMBLY DESCRIPTION Gypsum Wallboard, Wood Studs Base l r %" type X gypsum I I board or veneer base applied t right eagles to each side of 2 x 4 wood studs 2411 O.C. with coated rails, 17A311 long, 0.085fr kik, 1/4" heads, 241E x. Face layer tYPe X gypsum wallboard or veneer base applied t right angles to studs over base layer with 8d coated nails, 23/811 long, + .10011 hank, 1/4 beads, 81.1 O.C. Stagger Joints " o.c. each layer and side.. Sound tested with studs 1611 . and with rails for base layer spaced 611 .(LOAD-BEARING) 50 to 54 60 to 64 WP 5005 WP 5015 WP 5070 (t) Gypsum Wallboard, Metal Studs, Mineral Fiber, mineral and Fiber B r , Ceramic Til One layer 5 sll type X gypsum wallboard or veneer base applied parallel on one side to a double row of 1 k" metal: studs spaced 16" o.c. with 1 " Type S drywall Gr f1 o.c. to edges and 1211 .. to intermediate studs. Cross braces cut from metal studs, runner track, or wallboard " wide) not more than " . . at- tached with two 112" Type S drywall screws (metal braces) 1 Type S drywall screws lib rd braces at each end. 11/2" mineral fiber batty} not less than 2 pcf,. it both stud cavities. On opposite side one layer 11211 proprietary cement board applied at right angles to studs, vertical joints sto r d, with 1 " T ype S screws .., joints covered with glass fiber mesh tape. Ce- ramic tile, 1/4" thick, joints grouted installed ith latex -modified Portland cement mortar r ANS l Al3&1 Type 1 organic adh esive. For alternate constructions consult manufacturer. Gypsum Wallboard, MetalStud %" type X gypsum wallboard orveneer base applied parallel to a double row of 15/Ell, metal studs 4" o.c. and 1/4" art with 1 Pr Type S drywall screws " o.c. at edges and top and bottom run - n r , 1 o.c. in f% ld. Stagger Joints 241f each side. 25 ga x 9112" long ru n n r pieces located at 1/ points used as cross braces and attached with two No. 8 x 1/21, self -drilling ;steel screws at each rid. pti nil -,, self -d rill i ng steel screws at each end. Option- al gypsum board pieces 1 wide x 91/2 long may be used as cross braces fastened to stud pairs with three 1 " Type S dr w wall screws at each end of brace. Sound tested u Er 31/211 lass her stapled to one side in cavity. LB Gypsum Wallboard, Metal Studs, Mineral Fiber Mineral and 'I r l , Ceramic Tile Brie layer 1/21, pr pri eta ry type x gypsura walI board o r g ypsu m veneer base applied parallel side of a double row of 11 metal studs spaced 2411 O.C. with 1 If TYPe S drywall screws 2411 0.c. Cross braces cut from: metal studs, runner trek r wall- board "wide, not more than " o --c. attached with two 11�' T ype (m etas b races) or two 1" T p e S d rywa I I screws (wallboard braces)1 t 1� rid+ 1 /2" mineral fiber batts no -ass than 2 pf, in both stud cavities. F Cl rr rttr p p type Pura 01 gypsum veneer base wallboard applied to �� parallel stud on one side with 1 Type S drywall screws 1211 0.c. Stag- g face layer joints frim base I aye r Jo ants. 0 r 0 ppos i one layer joints 1/211 proprietary boar#lied pp t lit angles t studs, vertical joints t g r d x with 15/s" Type S screws 811 JointscoverAd with gl2iqsfiber mash tape. Ceramic tile, -1/4"" thicK joints grouted, installed with latex-modifi d ortl nd t mortar orANSI A 136.1 Type 1 organic adhesive. For alternate constructions consult manufacturer. Proprietary design -- see page 1paragraph SKETCH AND DESIGN DATA Fire Sound i kn: 1/all Approx. Weight: 1 pt Fire Test: FM W9-27-74 oun Test. NGC 2363,5 4-1-70 Thickness: Minimur /,3.11 Approx. Weight-. 1 p f Fare Test* UL R 11270-1 j -2 1-21-85 Design U445 FT: SA -840515 Thickness: 11141, Limiting Height: 1 '01F Approx. Weight: 51/2 p f Fire Test: UL R4024-13, 14,11-17-76 Design Sound Test: RAL TL -155}6-3-76 n Thickness: 51/2" pr x. Weight: 14 psf i re Te s t L R 112 70,4-19-85 Design FST: SA -851102,11-6-85 33 V F Thickness: 51/2" pr x. Weight: 14 psf i re Te s t L R 112 70,4-19-85 Design FST: SA -851102,11-6-85 33 V