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Plans SEP -15 -2005 17:12'From: To:5035981960 P.2/3 I `' � jJaav 5- broV4 3 ktiao/, 04( 4u. 1Er4-1._ FR4AirIWc eoNNEt 1945 #t _ S FRAiA.EN6• ScR ws - 16 -4" (E) +/- A.F.F. I � eel ,s'eAe, e !6n pG� ro civet t rr � I DI�E CAF TENANT FINISH, 209'1 S SEE EL FVATUf� l6 Oc, \ - AS REQ'D \ `\ k — PROVIDE SOLID • S VSPlOED > BLOCKING FUR GLASS f,Il�w��L GRry CHANNEL CUNNECIION 12' -0" A.F.F. ' —B O. CHANNEL TO BE FLUSH WITH FINISHED SURFACE — SOFFIT BEYOND I ' Lelu -„ - • - --`COLUMN WRAP BEYOND STfros -- -1 /2" GLAS;i r STOREFRONT .'(STEM _ WITH 4 BASE AND - CONCEALED TOP CHANNEL, BASED UN ,4OD CZ' v) OL DCAS•TLE GLASS )-F 6 Ver zAt" ft ENTRANCE SYSTEMS NOTE: F.O. GLASS SET BACK FROM F 0 WOOD PANELING AT ENTR COORD. LOCAIII)N WITH ARCHITECT U' -0" A.F F. • SEP -15 -2005 17:12 F K To:5035981950 P.3/3 SEC 1 0 ' 21 4• ZND FLOOR--® AFF `• T.O. • ................. _' ... sue-- -4 GdNIINUE TCNANT ' fINlSHES ON WALE SURF ACES QROVIDE SOUR GLASS = g�pCKING CON NECYIpN CHANNEL � - p. FIN. CEILING: �'12 o FF ew g,O. SOF '" �� _ j I : 1(----1":15"- 0 -D A. .F • -1 \ y ea 1 ...N\ ..... $ ta,✓S , I ------- 3" 2& 5i1 ' \ . - 'N `! -- - • FP �-� zIf lB�G �� > .�r' w` I - secF ,•,�' 3 _ • GYP' r3uprZu __ . -. . \‘' -'3 Yd, z-6.94 ow \ ems @ z ,I t it c' e - Oit 4' Max Spacin�24h �— ■ i Corners � , , r I J { Max Spacing 24" . I ntersections , - e L H Max Spacing 24" Ends ,4 . / A , Yp T ical Intersection By: Cascade Acoustics Inc. 1 21/2"d 096Z86S20S: :WO-1 20 :01 S002- ST-d9S Metal Studs -� ated Fasteners Standard Bottom Track Building Structure b_ I / Bottom Track Attachment Top Track : Track Header ; ' Studs Door Opening Detail (Windows Sim By: Cascade Acoustics Inc. 21/2"d 096T86S20S : :woad 20 :01 S002- ST -d3S Building Structure -, 2" Deep Leg Top Track 7- Metal Stud o To Structure W /Deflection r, By: Cascade Acoustics Inc. 2Zi17'd 096186S20S:OI :wo.1d 20:01 S002- ST-d3S - �:i'. • =7 R _ S •` -2A,'i: ■ -; - 1` .r;{ {l� Ji;:'.' iHANGIN c AND MING , „,-..!.,.,....v.1 r :5 •�f;, ,s,,• ti,i . . 4kn•i- .;=i `�• x ti -.ea'. �4 �,,.T. .yK= ,:c y2;v2 1 System Framing The grid system is made up of main beams and cross tees that are suspended by hanger - wires to structural deck; 5.ectiQns of main beams lock together - - - - - ' - - { end -to -end while cross tees span between the main beams. The ends of the main beams and cross tees rest on the wall channel or angle molding that run around the perimeter of the space. Well Channel or Mule Mold lip --y %„ ,SJc' \, 1-410, - l''24n. 4 ': ' . t :,:- .7 or - - M:�,,.:' ,� i"', , r, �� ` � a ''V , rys F v.- . �, - Y SJ pM so gi. '' 4 .3'.:1 ' .. .... 41 .,..1 fr : 03 ‘11.F' 1,_, ` , � - Y - ' 1 . .C.-'„ ,. . .. 7y "— Gypsum Well Board $ � +"^ 4'A .x 1! `e � alt" �� \` ' Y{. r i J, Main Boom 1 ems Tee Squaring up the System Once you've hung your first two main beams and border cross tees, install two full cross tees between the main beams and in line with the first two border cross tees. To square up the system, simply measure across the diagonals of the opening. The measurements will the if grid u. If g �; fir` - square , shorten same one the of the m ain sq beams are unt il the rid is not r' .....1. 00/ 6' diagonals are equal. /p,p. urn r For more MformePon cell 1 877 ARMSTRONG 6 2T/L'd 096T86S£0S: :WOJj 20:0T £002- ST -d3S • • .. • . ... , ' --. ;•77 :..; - 1, :,• . ; .." i .. -- '• -.- -. ' -s ' -4 - ' .- :: -Ei E , ■ i -J Z 1 r , • ., ..,4, CHYVW ''Y' 7'. 5 - . ' . - ---' ' • . ..' ". SUSPENDEDIDRYWALI- " GRIDSYST,EIVIDETAIL: ` , . ' :- . :: • , . . . . • I .' ..f•••••z•••••••• -. i , i E , . I ;•.-:; - • -:..11-1- .04, o 1. rr '••■••1'..14- . :54 .■ NI 11 i ,.. , ,... . .., Aii,„,,,..4.01......r - ..; 44 4 4,- .... 1 .. '.• It.. ..,:ri . ''''. . 1/ , ,,, tuit...e r 3;s1 a:640 th l..,4 i .1 ftl3t •'- ' i'T.z=„Iritaal,.itkitHi ;13AtsnairgiaWy.:.::::" LZ N'''; • "i':..c.N.I.?.'^''' 'ei ' . ......A 3:13'41LA01 4 1 1 %. 1 z.. r -'1 . , 14; i ; Ts -0 - T• • ••"."'"*""*"' 4 e" It 1:-=.. Appir iii'r. . e Harem Wbd . - e'..• - "lite - n.r: •. r i ' .1" '`. ".7 , a --"---..- -' -- = 1 - N I - . 11. 16• 411 1 6 .4 1.' rel:M4Vitg i E ; ." Swum Bum; - 7.:.".."17V.r.. — " -- ,,-.......,... .1..• '".....- kil■ Cypturn Bearel • •••• .•• "" 2-• ' •• ' ' ....'"'"? 4...Fig.:::rii . . i ...ra•mgrr--.0 1 .+ 4 '.....' . 471. 1 7-7:7. I 4 ' .: .4 • •-■ H . 15', ..7......1...-......,..0. .r Ir..?it-,..:Lii•.'i .z:r! I I ' . 45. II , '0 12 Triple Layer . if - .......4.4....4,......,, .4. 7.1nr.T.ar.wporpon, h .. - - - - •• -II 7•!=v,arkralamotot; IF II. — I I I I ---- I I = 1 1 _ --- s fr-13 __--.... I I - II _ liA Wire Wi ''. s 's .. .......— • • •-• ":...IL it • • '-r.'- `1-7 . Z7 - ••••..._,... 's--s-4s_,..,_.', I I Gridd Ter \ I ' I I ---.i .- -- - - - ti Stud P -4 '1'1 • • • 1 20 ' 7. • i r 55EF-.:1,71711=. - _ _ _ i -- , -, • ii • ' • I ii. . I L , ...,.. ' 1 1 . Aco G o ard • • • • • • I r II . 1 I . 12 Transition II. 1.- II- I- — — 1 0 II , ..-nrar .t.r.ilet 4 1 . 1 . 4- - r • Trritret n r. .'104411.7. I • • . • • • ` • - • , ..i.-tt—ztti ;"4:17 I • • N, •'' 1M 11 vs "4"i I . - • • , . • • . . • , • _..,:". -,--,.,•.• i- c. '19 - 'mt45i.k44'.4.4441: --- -- --- • • .. . .'`,104:eit\V.,‘. ,1:'LYI!.: I I .....,e4 AN. N. .. i1/21v4 1. r- ---....-_ • . i _ • • • .. g4_,L-4.-:. r.1 . : •110,i . ;44 :=02; LI :I 4 141.:4.1•111 /10..1,14 PPPIR.M...11..4•11,MINI INA% .—_,........ _.,..4-( 0 i 1 i . „,____.44.■Auont .44.1 WV '4 . ...... 7 . ..., • .. - - Z. • '. •... • .....,7;11, 4 .;"' - .... ---- Ii; . 217: . Wili-TIME4p-r,',121 PV 01;4 ! f. Exposird Tara Grid Gytdm ..t . 5444.7%4%. 4,:-41.• . ,,_",....." " ..... • • d14.1...3,....:, 5 _,:4 la :.!: +Ai:4414 ..C.I.:4 ■ ...V ! ., 1 1 1 . . ci 'TZ.= .0., tt2,1MITAT :M IrAtital'.1.% ., ' *1 Ay • ,.• -•:--- ---• 7 . 9. . ...... ,... .. If 2 , 1 I A' . z '11'44 .." 4 se a .... .. .. 2 .. ' . 1 / .*IXF lit - ••: ... ' :: . ,, • 4. ,.... , AtiEgo.iuttrar.zr nn ... i ii; Dryers, Grid Syntram Erki■I'!: 7 „ .i 94. 4:;4 - ..4v%.; 21.167,-!;14 $zel ° irhil.,,%,..nt, - ' _......!..-:,:.*Aso.,-• Gypsum Wall Dowd i..irr'041-:.,';',triiii.,01 ,: • • • t - :'‘e;.,414431 • 111ViZ.:71;Yr•i 5"':,1' 40#1-.M.g4i*i .. it4-4 ay..; " , .... . „ .:.: lilu '1,:_firc,ttirial 1. , .. t it ...;k ,r..11:4 ... AgC'ILIC•1 '1III il■ 1...i tie 7111141■6 • Pt A ..4;4‘41.11.414 .11 :".10* 0 .0:SjiraAba r ittb?. -. .,74' :,.41„ Ii 7 7. 13 Drywall Vertical • - -- - •'-•-• . .. - 7:. ------;. -•-•;;' '4: - 4 - ...... 74 - .- .776c.At- - ,, ( ....4,44. Mititei.° l'n"..18Y,f,W4iviiii.e..fi i v . . .. . . _ . .. . .. For more iritirmation cull 1 877 ARMSTRONG Ei 2T/8'd 096T86S20S: :WOJJ 170:0T S002 -ST -d3S iT•'• c, r° a-r:J - ._ �' +• , • b HANGING ;AMID ,R1 M G ;Ci"9:jtY�i-X a S, A kia ` R� :(- : • -�:� _ e - , r' " - . -. . }� I r1I�V , .� • : 1 ...... 1_ .. ...�' . _..nai ..A:' -i' .. _ -c 3uf. � d�.. .. . , .. . Wire Loading — _ - 12 Wire Breaking Strength - and Technical Data 12 Gauge Wire Diameter .105° Galvanized Steel 375 lbs. - / Breaking Point e/ - ii1 110 ' s � ' 3 Turns in 3" ' ® �% Per ASTM C 636 I. 0, 4 0. • 'j,. - 500 lbs. Pullout — Hanger Wire Hole Counter Splayed Wires Objects in the plenum may obstruct placement of vertical hanger wires and require splayed wires to support the load, When this occurs, a second counter splayed wire must be added. Install counter splayed wires at an angle equal and opposite the first wire, but not greater than 45° from verti- cal. The load capacity of the main beam remains unchanged (refer to ASTM C 636). 3 a ror more information call 1 077 ARMSTRONG � 12 21'6'd 096T86S20S: :w0.13 b0 :0Z S002 -ST -d3S • • • ) - • ,r 7 !' •. • • -•:=.4.23-/. 2 -1 - 4 r 4 1 :: HANG1NQAND'FRAMING'a 3 : 1 . 14": * 1'414::! t■■• 74.114- ' 1- : 4 'N'F -4i tti 46 ) ' :VAZ■VLI 1 .7• 1 1;:n 5 a . Triple Hung Ceilings . . ',h*„•' - d d- • Drywalf Odd System Gcr .0080, ADO* 7 2 nd Elmo-um.. Drywall Gdd System Board '"; IDIAMSC Drywall end System —Deck rAVAYAVAYAVAV AV AV Bar JUIst Main imam Gypsum Board 1 44: 44 Stypli Stud • t I Main Beam • • I Channel Molding - - _ — _ _ . _ . _ . . . • ' • moro information call 1 877 ARMOTRONG M 3 2T/Td 096TB6S20S: :woJd i70:0T S002 -ST -d3S • 1 • Limiting Wall Height Tables Composite Interior Non- Structural Composite Table Notes 1 - - Composilo wall sheathed both lidos full height with 1 4" gypsum wallboard for 18 and 33 MIL 2 Composite wall sheathed both sides full height with %" gypsum wallboard for 43, 54 and 68 mil. • 3 Sheathing attached with #6 screws min. at 12" o.c. max. 4 362S125 member is based on 350S125 test data. For both 3625125 and 3505125 Members use values listed for 3628125. Interior Non- Structural Composite - ( S ) .Stutlt ,,,, . ar,..6 ` n�,'�_ 4» .. .t: ^" M "r"r <d�`s iF�h �,I.y + r 47 „ u�'Y'.'ft'. , R;1 T k,� Ma mtiorS: . d'r." g ,i d . 1,740 • r r yPJ1205b1 r .. (0:4,o,160 , "1' "" 15251'4 -18 12 11'2" 8'10" . Err i, � ; .. 10' , 1825125 -18 to t(1' i" S a• 8' 1lYf , 8' 1 +' i 1625125 - 18 24 8 in Tit" " :..: , 1 8 : '. i:' 4: 1825'125.371, f h id '!:1`2..3)EF '' - 15'4% ' O. t �7c�, W1 "� . 0 :1Q' •1,' ; { 192S1253�; _.1 i�*F161-; - 112.2-4'1 .:918 i 4 .' >8�� 'F. ° - .:17` , - r ! .! 1 = ..75$1'1 : ! :: 1623125 - l ••>24-e °'';11' '8':B•,C.4' tT - : 9"7rt'7.r. - ;:-. Tf • 8' :11 25US125 -18 1 15' 11'1' 10' 1741 10' 8'1" 10'99 06" " 2505126 -18 18 13' 3" f 11' 3' 0' 10" 10' 10" f 0' 10" 8' 7" 9' 5 8' 11" " " - 2g05125 -10 7a 11' 10" f 10' r 9' 3" 9' 89 8' 7 8' 1" 8' 59 8' r i ' i :. 2$03.12 !S -, '_5 ? N'ti2, i •.`�°1�%,19- ,1 ; 1.1 �,�,r�'' 1Z ' tiIrr'1 � i2' 1. °:Aft: 6 - •' '.1)49: •r'�?•ti'd . . i 25 86125f330,;(0 i6� : - . 7 1 �� �G 12'1;10. s,- � r..1't1', ; - ;"19;�4:" "� •}1?'S9."kx �i2; 70,-s _11r:Ur� G ..s' 8.'i. 2tr0 .a.`::S' ..29.; . :''`14 ° .10 : :.11! & ,r^J0 r a•fi13.'d0'ZLika10:0.. ' 7" 7 ".11!7 .'''1,_..0,.:11i•! ;711 ' 505126 -49 12 90' 0" 15' 9" 13' 9" 17' 1" 13' 3' 11' 5" 15' 3" 11' 9" 10' 1" • 1°125 16 18' B° 14' 9" 1210" 15' 1 r 12 3' 1n' r 14' 2' 10' 10' 9' 3" r 45 25-13 24 17 2° 13' 6" 11'0' 14' 29 11' 1• 9' 6" 12' 4"1 9' T 8' 2' 367512618• - ' "112 1I7°B';f!r,Ar15'01" w . 713,'i3. t:, t39.-41;,:‘ k 2.5',LL.•�12'0764.y . ?�' 38ra14516T " 'ir;,"I.i'.4,. r�4. {d 1l " , pig,T51fk e. `TZ' k oe ll D y �S � ;1Q'i9° p 'V •10'`b"f -'0.1.!ri 3672.125; "'. s`i r ., 324 . 11 r.. 13�:9;t . ..el.1:jFk '`, .'10gataM'i1�1_'�� ::,101,'Ltf ;;:9'!$ 5 "t` ` 9' t'.., 3823125.93 12 27 8' 17' 10" 15' 6' 19' 0" 15' 0' 13' 7' 1T 10" 14'1" 17 4" 3623125.33 16 20' 8" 16' 5' 14' 3" 18' 1' 14' 3° 12' 8• 18' 5' 17 11° 1 1 . 4• 382612:-33 24 10 It 14 IT 17 s" 16' 2' 12' b 11' 2' 14' 9" 11' 7" leer. :625125- 4,W'ta -' �:'12" : '�, ji.0 : rrefr,i<'^18; 10'�e ? Z18 "� "�` 18'. x 77°' i ,p . . ,04`)6' s - ; itr,s7 ,17 7 " . .iit .°' t'.',Z ' " 13 7 ' 1 'l 382S128-43 `' r G•;`;' 23',,, P ' �," 1i1' VY� �-�:' �[ - >Y r,.'7 � $ ' ^ 1 �'t a r 1: '1yi8',!p• „ �• ,, .:* '156i�� i,2D k5:i�"� f l 'd. "� iT_1K�� a3S:10«:..e•'.}1 1` i11 - ". 1 ia4 4 3' -1B"Y r' {'1T— ■ it '�" e!... ' 367v 5' y.q �cri Z 1' ' i . r :f d " t' - . 'it'3 o-`0•” :�; '1:1 •,.:e' i `2 1 ' ° t 6' 3 " '101 5 62 5 12 4 (lei 1191) 12 1: 26' 9" Li' t " i6' 8 • 23' 4 1 9" 15' 3 " 2 1' 1• 18' 10" 13' 10' 502312 64 (8O K$1) 16 24' 7' 19' T 17 t• 21' T 16'3" 13' 10' 176" 14' 5" 12' 7' 5625125"54 (SO Wr)� 24 77' 4" _ 17' 6 15' 5' 19' O" 14' 4` 12' 1" 17' T 12' T 11' 0' 362g425 . ti� t Oblksa. W'i1727'b 12351) — },S ilef' 77 :11'0°.' gr,i19 `18 , y 1;;'10: T3':'` `' :15' -0•'f, 7 . � 1 i h 4. 4,., .51; zl r'k ). 0 7. :t. 2Q` P }22`0'• ueN 3675 362612548 75�G1) Sp al 1 ,:26' u rn A�. 47' 5"'; 1 ' /`�('e .s •(': 6!11��' itlf)"11,`y ' '1 { i,18":87.... SOtksi : =`' 2 0 :4S . 1. ?.•9 'R 5 7 .:6• ite 6:'+=3' !:'i3'i'4v"°.µ'la';4 r •1T -8' : '.1'.1':1`1 "• 5' 17,:1 7 ' 001:12 • 8 12 19' 6' f 16' 5' 14' 4" 16' 0" 1 14' 4" 12' 6" 13' 8° f 13' 0" 11' 4' 4005125 18 16 172"1 15'4' 13'4' 13'109 13'4" 11'8' 11'119 11'119 10 1 ' 115125.18 24 19'1 "f 14'2" 17.'4" 12' 1'f 12'19 10'9' 10'5°1 10'5"1 0' 5" 4008126 -331 . "oZc: i:7' . .19;'1'1•' l':.:1.I"4',:•," . : :?7M: ,' �1 *r-'4•, } tl.`�'iot :19` i yl, •.15'8"; C - 191.7" 40051' 15.3.1-= ';:in, V?.�.1.161 ... 'r23'�l yy 18' 4; 1.4:17:1.11,' •i 2b! >' M6 11' .8 ; 13'''9" ": *18'4"': ',,; 14'.5'.{', '1Q! :6'°� 00S1253s.la 1.:,24 . 7,00.9'',- 116' ; T4;.3 , i �18:h :�n .1 ; :::; ^12':4."•.1 1 6 r_'3_4i 19"b.i�_AT Z..:::' , 08125.43 i2 27 4" 21' 2" 18' 3" 23' 8° la t 4' 1511^ 21' 2" 18' 6' 14'5" 0$175.43 16 71'2" 18'6° 78'0" 21' 10' 9' 14' 6" 19'4" 15' 2" 13'2" 4005125 -43 24 22' 1" 1 r 2' 14' 8° 19' 3" 14'10' 12' a' 15'111 13' 4" 11 • - • . . - - .. ' 0051 -64(: q?kslj. - 12 '( ": li,,72' "1`f -'±,N : 211 " " C' , "s Y O'li�'.;: 7117''3"' . : azosi -'= 17.744: _ • . - rerr'r- - - -00512554'150ek41 }:ti 10'-, ••' - '26',`P' }.:: 2i,3 '1�y.1, . ... :,:2F•2µ' =- =.. -0' " '94..0 1 a +. ',i:tr.� 4'" `�_; :b:14.'2". 065125;54:50 keel= • 24 - ". .23'11:,�!,: ::'id16'4�':•20'8, ,'13'1 - 14', 8', ,:, : 00512543 (50 KS) 12 31' 0" 25' 0' 21' 10" 27' S' 21' 8" 18' 10' 24' 10" 19 6" 16' 11" 400612548 (SO loll 16 20' 1" 23' 1" 20' 2" 25' 3' 19'11° 17' A" 22 10" 17 11" 15' 5' 40051266 -G8 50 ; 24 26' 2° 20 18' 2• 22 e` 1710° 15` e• 20' e" 15' 11" 13' 9' s: ShearMreb crippling c nntmis allowable wrap height f: Flexural car= controls allowable wall ncisght 12 ... :.; ssmak 2T/S'd 096186S£05:o1 :woad 20:0T 6002 -ST -d3S r - , , ., , • . Ceiling Span Table - . Ceiling Span Table Notes _ _ _ . . . 1. Values are forsingle spans. . 2. Allowable ceiling span calculations based on 33ksi yield strength steel. 3. For fully braced ceilings, use mid-span braced values. 4. End bearing length = 1" minimum. Allowable Ceiling Spans - Deflection Limit L1240 , .. .. .... -... . ,ht ,?!irrNair!tT•tts:1 1: - " ' a , .. ' ,-4' ' ' atTk r OV■t" 7 1 4 V ..7..1 ::VirViTi 0 .C ; 4 i OP tql1. litAirovro'pqtri, i , i 44 ,5 ., , ...1 4 4 , 14" :2 .17 ).41:4d :','.,,.. :4 -:: d'' ' '',,. ,iFI)eg; L j. • !ii. r•d';', V :,'. '.'''. * ...' 4. •. k.' ti,"0413 ' ..ii. , .f: .. `.'• .r.pa-. .34 1 ' . D'I ... ic;IIM .' ' • .-".. ' . .. -4- ' 0. 4k . 51 . 4..,,, , , . • • • eq sil ,,.. .„ . 9 .. ., • il ,...c , , .... ,pt .. k;he.11 ..d'i .. k Jpiti 0313. f Al • 31P • , fit) . §..4thiiiciiillgt 2 vT 1 . 1 1i 1 rolibilri.6€Z . 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' OPT ' 9 Ise ter 17 di ' ' eV iv Kr 4° 17 4' 12 11' ir 0 is IT - 107 14 43 iff f 1911' l6'2' 7.0 0* 54'l' trio* i�'7' 192' 138' 27 7 21' 10' 17 r 124' 122' 11 1" 19 r 1711' 1211' 'e' Web stiffeners required et supports. -----------__ 42 Mtl ssmek 1 2T/9'd 096186GE0S: :WC 20:0T S002 -ST -d3S • l - ANGING AND. FRAMING • - _ r = r` TH ,, ��,; , , J.'• Dry vdJlli 'r.�Sy51Am Load Test Data g: rr-cWr' ar ,,- r.4 7. ° ' ,i. Teetadcali iiad- e ;;M :Im 3aa tre', . . •. .1.,..::'"7 iv,}� ' 7 � - � ' - { K e ,.+.•,eo..t1 - .4..;: k ...x..to. � � .3:;' w:A+, :vti.maahtivariii a it -: ._ _,..+.. • %.,! ,.•- x-w r k ioih',J - - - - • •- w ,.� eoTrr � .,, p; ,.. ' _. . l 4�' `` � M � IE".S�Ii �1b ' � .+ H 3 la c Men Wop'' ?� � .: y J � t� tip" ":�'�i- f, �l� ,} � i' , ear t en �- r..7,,. k, , r , i�Ulli� • g•, in ,4'..„ z � , P U ' • r � ; r " �` p t- 1-4111 . ` f '•.1 �• ., r I l s...,� �- i` i -' '' ".5• • : ' i(t''J' ;' 5,' -' C 1 • ,r''� G 1 ! �;G / i: �y. ; r. ; 7? - , . ,_:•- � . ,fir �' ». a " , ' : i 'y , 1 r/ •. 24U' ty i 40 , flU3 ' Y sees' ;rt 4.. ..fitt.- � 1: ' iti. , r4ii- .�fp k1 . -v : 4. - rw.",.A.:. , L-'�'(x...... .:.,a 'h � HD8901 15/16° 144° 1 -1/2° 24 -75 16 5 46.3 31.4 123.2 80.1 HD8906 1.1/2" 144° 1.11/16" 28.14 18.76 57.3 35.8 143.0 95.5 - • Load Test Data . { 6'aii 6� r i'Jr r {°ip { �'� yµ " = :;. ;r.;,, % H ., LT:id i „-._a „M- , f,y T; , Fti r y � { �..� 4 . y , ,, p, r :9"'i , I.� xar t ��� r r.:.n ' l.. ='� a'i� • AK • • V! , tr,, 1 " .,�c�y,�4, �"fil,�' ((��r1.��, � ,r,: , •,',,, ,,:• ,. y : . r .f1,.. g, ; . ' . "' tel El i ''� , • : �, ;'9.,,z ill ` . ` 7 11f "',` , ::r, . ' r..' ; a `,�,, R ylr £ r; r . ti• `�, � ' "� ', °p" i -, y r4M 1,R:+�2' �1'' gy p ` }':i, et^ f - '. 1 r,...t yt t{ idp. 1 � � : ; ;,.1716 i g ! t;:F , : ,a • >n `'' l. , 1 i� • t 1: i . r I i' ; R ,� 3f , tkil' t �„e i{ �aa.,R Vi- !A 1 AY f : "p; 1 ! c tii y yr , , � y� l �j � { ! i, f 0 `y `t � t .. a hl �.'l �rs ' L s �1�{� t { ., ` - i1 , , r ' �' 1 1 XL8947 1 -112°' 50" 1 -1/2" 2522 17.07 XL8945 1 -1/2" 411" 7 -1/2" 25.6 17.07 X18341 15116" 48° 1 -1/2" 28.2 18.8 X1.7231 15/16" 36" 1 -112" 49.5 33.0 xL7835G3i 1 -1/2' XL8925 36° 1 1/2" 49.96 _33.33 1 -1/2" 2G 1 -1/2' 147.0 98.0 XL8926 1 -1/2° 24° 1-1/2' 193.0 129.0 XL7918 1.1/2" I 14" 1 -1/2" 193.0 129.0 • 1 NOTE Allowable loads tested per AS1'M C 635 for dellectlon IImitod to 0360 and complies with ASTM C 645 for dtdlro lion [(Mad to IJ240 Soo otondo'ds for etJtiiOri it information. Membrane Load Values f r 1';r ti ' t,C; :<- er.i'r k r ; ): -•.4 .1 , �-` �} 1,f , ��' y ,.:WS C ,IV, . >,rs,.s , :.- ••;•. R 1; >11) r! ,*�' w i tCp r geet pacmaqh�/ ' ' :k I _ ,+ � i,� . . " 1 :., iiiiis 41. u . • tip ell K C3o f ,s,n.ma -4-. ? +' . i• !„ y ap.' 1.41 1Alie K - "17 4:C . I n t i POICO''' .:11e-48142 rq ' ' 0-00 , .i ,,;, r i 0 612407- L"/560 C'/40 W389 Ir/T,49?,01/360 r at' • C'''� ; • i a _ i o.F ,o .; -- - - 4- f ;$, vo l 1 . .raaW: 7 1, • Y n. ° a. - i f .. . `� Hti89O6/XL8947 5,93 5,93 •'• �i Zt ,• : e A it-1 , e u: x,93 4,24 5,93 4,24 12,87 8,58 (mains 50" O.C.) HD89061XL7231 1788 14.9 • (mains 36" 0 C.) HD8901/XL8947 525 3.96 525 4.21 11.14 7.43 1108901/X17231 (mains 50" O.C.) 15,48 12.9 _ . (males 36" O.C.) H089061XL8945 6.18 4.41 6.18 4.41 13.41 8.98 I- ID8906P0 -8926 26.82 22.35 (mains 48" 0.C.) (mains 24" O -C.) H08901/XL8945 5.47 4.12 5.47 4.12 11.61 7.74 HD89017X18026 20.2s 19-;1b (mains 48" 0.C.) (mains 24" O.C.) I- ID8906/HD8940 n ?• �.:o• . r d.9K 3.54 6.18 4.41 743 5.31 i r�ilt. ossoTeaSpae 74 (mains 48" O.C.) .,: x 1', a : : .l. HD8901/HD8940 4.95 3.54 5.47 4.12 7.43 5.31 XL8945 24" O.C. for 5/8" drywall (mains 48" O.C.) XL8945 18" 0.C. for 1/2" drywall L - For moro Information call 1 877 ARMSTRONG 19 2T/TT'd 096T86S20S : °1 :wo.Jd 170:0T 5002 -ST -d3S 1 . - _ w U • • - •;.. •: -. _ r,: .. _ , :,, ' " 'HANGING AND FRAMING': i: .. .b- F:"t 'r'lfESl' „➢ - +�:.- , fwd_ 7a4I :. ^'. n, r=Jni .Yr�L .. -• i < - Y; Basic Products Used on Suspension Systems y- ' , S c. , r' c. ,47 a ,u T �r t 71;0', ;4 ax M!.T.L i ' S%, . r v. 1�� . 1. _�. tl n }• �_ ..�. �:': J .♦ 4.� , �1° 1 "� �u� rC JC � �� - -- - - - - itt (ms i'y,"•31a-•--:.•° Z -,- °:i d 11 41 - ' *a'f . W#T . n' 1 1 ; fr ee,• '� , • diFi o -Pi,21�ll,2 - - - -- - �'x' 2 � - x �.,:-- r..= �t _::, ��:'�d""•e"" �•';� a '�}�.+��r<• {`� - M' 99 -- ".' : `, - 6 r .AL'b:/ , iti V•r5 C A �� S ,.'r ri `i41 OSB 1/4" 0 .9 48" 8° - 16" 48° 14.4 Lbs. 3/8" 1.3 48" 16" 48" 20 8 Lbs - 1/2" 1.7 48° 16" 48" 27.2 Lbs. __ .. 5/8" 22 48 . 24" 48" 35.2 Lbs. 3/4" r 2.5 48" 24" ` 48° 40.0 Lbs. - Plywood 1/4° .075 48" 8" - 16" 48" 12.0 Lbs. 3/8" 1.1 48" 16" 48" 17.6 Lbs. 1/2" 1.5 48" 16" 48" 24.0 Lbs. 5/8" 1.8 48" 24" 48" 28.8 Lbs. 3/4° 2.2 48° 24" 48" 352 Lbs. Gypsum Board 1/4" _ 1.2 48" 8" - 16" 48° 19.2 Lbs. 3 /8" 1.4 48" 16" 48" 22,4 Lbs. 112" 2.0 48" 16° 48" 32.0 Lbs. 5/8" 2.4 48° 24" 48" _ 38.4 Lbs. Cement Boardl /2" 3.0 48° 24" 48" 48.0 Lbs. Cement Siding 318" 1.9 48" 16° 48" 30.4 Lbs - Hard Board Siding 1/ 2.0 48" 16" 48° 32.0 Lbs. Water Resist Gypsum Board 5/8" 2.6 48" 16" 48" 41.6 Lbs. Expanded Steel Lath 3.4 48" 16" 48" 54.4 Lbs. 12 Gauge Sheet Steel . 4.5 _ 24" 16" 48" 72.0 Lbs. NOTES: AC leaning wl the extedu Snwld be 111" O.C. in leuu Some manta :hears make 1/2" CGypaum 11oard with special nom to span 24" framing on Intorinr coiling hKtalbikms (.available on ruquo50 A6 Anal product rat techeiul made hum G -60 Galvanized Grtiah OEM based on mlmufaa' emir s publistud data. Control Joints Control joints minimize cracking caused by stresses in the surface material attached to a metal suspension system. Materials have different rates of expansion and control joints are placed 35' to 50' apart to control bucking and cracking of surface. Control joints are also used to minimize stresses in monolithic ceiling membrane that occur at columns, access doors, light fixtures, inside and outside corners and other unusual penetrations in ceilings. (See detail drawing on page 9). Expansion J o i n t s - . . _ .. • . Ceiling expansion joints are installed to separate the metal suspension system when expansion joints occur in buildings, ceiling span is over 100' or when metal changes direction. Expansion joints are required to separate a system in T, H, L and U or Circle shaped buildings to eliminate cracking from expansion. Both expansion and control joints look similar but perform different functions. (See detail drawing on page 9). For mOM Information c511 1 1177 ARMSTRONG 2T 2 'd 096186S2OS:O1 : b0:0Z S002- ST -d3S