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'ri . ♦ r•, 71. i. �•i,�/♦I t', 1'J•fr• _ �>...•1f .a+' .•t-•I, - •!,� i ': y s'� „ r. IY { , CS JiS �!�°� +}• �.}I� iii �. '�,4' .-I, ! ��i�+. • i•�.: ? �' S''.' ./ 1: _ �.. .t. d •- i : `\T "I. '"L- -r •ti• t• .ri •i t♦/. '• \ .).. r.l - S S' :✓! t. .•...r1., ,11'1 (. :S'. ,�•�' •y.l• t' Ir- i• ,. _♦ 1- - r •r _ . • .E .;• .• a. t 1^#, .fir• ► •s f►. ::r r �t, �, mss. ;, rr z .� - y r,,"%r �r.ti. ''1.v, - ./ t♦•� :T+ •1 .t• _ -4-..•:1 .f. - y - •/ t M�j'�.t..f K.J' . . . . .Nr ,\♦,•( L' l 1�,FE .•''•L y J t I. •.•� '1 1 ♦ y�♦�' :♦.'• •). .'+• l.' , :d:'j'.y1,1 ''J:. .•... � ,. t •J .t,'..1 . .t ,: ,• -i, '. 'Ir .t r«. t_•N _ ♦, �.d �7 1'I • .V• Irl :?-.< ,� .1:.,,, .7 :.�,� -t .r +-S y •\. a .•. ?. =t, u :Ir. ,h•• �...\•d .1►'. .'L, i.� ♦.r-'ti. h :t i.• < I- .i - •7• h•�♦ + II► .I' ••: ''4 I... '1 J e 1' 1. •N:+ `, I• t. u1` 1 F. .f ♦ 'r 11 i i y••,,� '•Y tilf'�t1 +C.:/<t `T., 1 - 1� r• • 't' t' ^ ••1.,. f, - .I' : :•i• - 'tIt .J 1. f ,a� ,I�.:t •, � �t ..' 1..r .` i r. .r• •r. �. •., 't •'I inti/y !. - : :: '1. k. ?' `. _, a, , I mo)�-II I'`••. Il'I )'^\: 'I.'1 .t'�r, a4 1. .:• T:t.,�.` yr.r _ J -. ,�. .L • I� - ` C :. - �. y :J. • !' �.1, .,rf • I. i ''•' f •+ . - . t 'y •Jia4 _ 1 '' - w . ' P . , a a' • •t, 1• 'r r• +' ,` . 1994 .. _ o % . i.. t . , . • i • • e . SECTION 25.212 - INSTALLATION . :12.1 Vertical IlanCers tiuspeil,wn wires shall nut be ,, , .mailer than\ , n1)sp'l-I,,I41\rll1'1'+n1m)''n - • center or No In _c I�a mml at 5 fc'\t 115'4 mm)on center . . ., t • • ' • . I : :dung each main runner unless calculauun. �u.ul�ung the in- - _ .. , , ' • • . creased spacing,Ire pro%ided. • • • :.• t . Each vertical,Aire shall he attached to the ceiling suspension • • • member:rad to the support ahmc with a minimum of three turns. � . , . . • Connection de\ices:o the supporting construction shall he caps- �. hie ul coercing not Irss than loll pounds 1445 N1. I susprnsuln,Aires shall not hang more than I in tout-ul•plumh . o • . .. r unless countersloping wires arc provided. • • 0 :•r I ;• ,sv..,.- Nk Ires shall not attach to sir bend around interfering material m . • • • • 1 equipment. A trapeze or equivalent device shall lit used when' • • + - - • obstructions preclude direct suspension. Trapeze suspensions �• • . J. . .hall be a minimum of back•to-hack 1 1 winch 1;1.75 mm)cold• ' lulled channels for spans exceeding 4+;inches(1-19 mm). - __ °•'• 25.212.2 Prrfinetrr Hangers. The terminal ends of each cn„ - • O w� • . ... • .', �•' :, runner and main runner shall he supported independently a maxi- _ -- . ' mum of t;inches 1203.2 mm)from each wall or ceiling discontinu- _ _ - - - -- - -- - __ - .. -J- t' • ' itv with Nn 12 gage 12.7 mm)wire or approved wall suppan • --- _.__ • - ' ` •'' 25.212 3 I,etersl Force Brarinu. Where substantiating design . , • • _ _ _. _ - _. _ - ---- - - - • , • - ' ' ' calculations are not provided. hurizanwl restrains shall he ef- -- _ - - -- ----- - . __ _ - - fecied by lour No. 12 gage(-r.7 mm)wires secured to the main ' :.• ' runner,A(thin 2 inches(50.l+mm)of the cross runner intersection and spla%cd 90 degrees from each other at an angle not exceeding - 45 degrees from the plane of the ceiling.A strut fastened to the - _ - -- - • . main runner shall he extended to and fastened to the structural - ---- ---- • • _. - • • • :+ members supporting the roof sir floor above.The strut shall be ad- • • • ' r equate to festst the vertical cumlxlnent induced by the bracing • • wires.These horizontal restraint points shall he placed not more • • • --_ . than 12 feet(3658 mm)on center in both directions with the first , , . ' point within h feet(1829 mm)from each wall.Attachment of the restraint wires to the structure above shall he adequate for the load f imposed. " :' . . Lateral•force bracing members shall he spaced a minimum of • . • • . h inches(154 mm)from all horizontal piping or ductwork that is _ • • • non pnn'ided with hearing restraints for horizontal forces.Bracing • , < . . • 0 • y+, . r� ,�. wires shall be attached to the grid and to the structure in such a . •` .. . ;',.; manner that the. can support a design load of not less than 20(1 I, ' • pounds(890 N)sir the actual design load,whichever is greater, __ I I ' It *' ,� •'I: with a safety factor of 2. ,I . 25.212.4 Perimeter Members. Unless perimeter members are I i I ` a strurturnl pan ul the appo+\rd system,wall angles or channels - • • e shall he considered as aestheti closures and with no structural • . .1 - / • value.[ods of main runners and cross members shall be tied to- 0 t► • . gether to prevent their spteadin�,. • • - . J . 25.212.5 Attachment of%lembers to the Perimeter: To facili- • tate tnsudlation.main runners and cross runners n1a% he attached - • . ' w the perimeter member at two adjacent walls with clearance be- - tween the wall and the runners maintained al the other two wails _ • • ' or as otherwise shown or described for the approved system. • .• • �t . • • • a . • • - .` R. , -' 1i .. -- -- - ---- --- - - - ,q. _ ,. - _- - - - - t t:I'' . • I:- . .., - J r . ,, , ,:. .,+. :: .. G� PGG f'°i2 _ ,, I N5 1� ,Nw�G�- r is ,♦eau I# . • L I ') ,:, :.. r~' ; I r t. - G pV E R �5--- _,,i l,..�'t A(.Qln•,?d. ... .... ..-. //(� ::♦`•1 I , •' •\,' • . .. - I • �' ----' , ,f I'!Ihe,w .i_�,•' ;C ,�I�ri'_'��I17 •� , . . . 't 9fs11r NSU f7UY OY.�_ _._ - .r ,r, .♦ .. , r , •. • , ',• r J - / ' :i.1c I ottdr'.O f)HOW... wr `�• , ' , , Ir /,' :♦ t u ct 1 Mach , Ui%�� �� 1 �,IY sIr .: r. ��"s1 -0 v ,,. n12(2Y .�(d1._..�j/�/fit .�4.V�.5 .j •+' '' •,' i. •1 a r:. •I , JV1,4N lr AL�f.11 tk., !/-�� . . #%am Pl��i . 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NOTICE IF THE PRINT OR TYPE- hNY III III !I I 1 I 1 I I III III I I 1 I l 1 I I I I I I 1'1 I I 1 I I 1 I I 1 I I 1 I I 1 I I 1 I 1 I II I I I 1 I I 1 1 1�I1 1 I I III III I I 1 I I III 1 I I 1 I 1 1 I I 1 I I 1 i I IjI 1 I I 1 I I 1 I I�I�I I I I I 1 I I 1 I 1 1 11 1 11 I I 1 I 1 I I�I�I IMAGE IS NOT AS CLEAR AS THIS NOTICE, I -I 11 I _I� I I �_I I 11 I I I �1 I I I�-L__I I I I I I g I I I `'1 I I I-- --�� I I--=-� `i 1 IT IS DUE TO 1 HE OUALITY OF THE 1 _ No.ae e•��•' ORlGINAI. DOCUMENT 6' f 9�L LE 9�C �L flL fiL L >IL G 9t l9t LCL 9t 4t ►t Bt Lt tt I t 8 I rL I9 9 B G 11,i- IIII IIIIIIII�IIIIIIIIIIIIII IIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIII�1IIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIII III IIIIIIIIIII IIIIIIUI llilillll IIIIIut IIIIIIIII 111 1 llu 11 111141