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� Fa essonllal leclilies,l�enper wYa connec�ryons m�st pe capabl0 d carry�rp hp,,,�y
<br /> 20�D pounds end brxln8(splaY)wMas st�all be cHpeble of cartyig 440 pouidc, tl.•�• :
<br /> a`nt•in arr.Ix�rs n concrete are rot permi�ted 1a;,ra�inp�. S-rrt a..,r.
<br /> �wflN i0velutl.rx.!.�LiAyA!.1-3
<br /> • &acinp wues shaN be attachsd lo tho prid and to tfie struct�ra in yuch e mar�. '
<br /> ner thet the�'cun support a desipn brd of not lesi than 200 parids or the
<br /> ecluunl deaipn�Wd�wrth a aately G�c;lcr d�2,wtJchever is Bieater(fi�gbl• -
<br /> �.... -'
<br /> :,n.re'.'SG macs:�.
<br /> • Powder drA�en fasteners muet be approved tor Ihe eppropiiate ba�ng,
<br /> :++..��e+;Cr�.tt:a.!,o:3.c.�6 s
<br /> • iemiinal ends o1 oach rtuiin baam erd cross tee rtwst Ge supported wltl�h 8
<br /> inchea oi each wel with a Perimetar�nix(a�n fiy�w 4 8 5 t�.',�,.r.�u;Cs,,.r :, •
<br /> fpwn 56•Ca�r�nlopkp
<br /> Ebclrlcal flxturo� ^
<br /> ���
<br /> • UpM fixtwes weiphinB less tlian 10 Pounds shaY heve one f 2 9aAe Mn9er r
<br /> wirB c:cuu�cteci from ttq fix4�1�llw slrucltuB ebove.7his wjre mpy be r,L�Ck. : ,��, �
<br /> SwwdS'.t s„v��x:.�.,�-..:� '�'
<br /> • L{gM fuclures wpigttirg rtqra Ihan 10 pounds end less tltien b6 Ibs shgY lyye
<br /> iwo 12 gnge wires artschod at opposkig comers ol the 4gM fature to 1M
<br /> 6UllUlY98bOVB.1T1650W�95fI19yb0513Ck.S�A���'U�C:NS1er�n•.�w -,:i<.
<br /> • LJyl�l Fixliues weiphinp rrqre thtu�:>81t�y.:iv�;l lHi u�Npcxtccl try[Ijnx:lly Iran
<br /> the shucttre abovo.lliese wkes must be t�•rt. s„��,.us_�s..:�. .,.,, r+
<br /> • Pendent mounted fixluree shell be dlrecty yupPonnd frpn the sUuclure at�ove ��gu�°6''
<br /> ucing a B gapo wFu or an onP�ovod altemate s+PPort wMhout using tM.eeili^G wrer rrw.r.rw+..ti
<br /> suspension systa�n lor dwct suPPort. ��..� ,�;.�.�..,.� ,. . �.�
<br /> • TaMem flxtures rtwy uWizo common wVos. sn�n m... 'I
<br /> i�•
<br /> 9tr�rluN conrnb •
<br /> L
<br /> Gdilnp pYp �.
<br /> �C�Ii�11CY� 8ifY1GW w.
<br /> • Tertninuls a sorvicos wdelwig 20 Ibs.but nnt moru tlien 581t�s. must hnw nw a w���. —
<br /> 12 gage wues connecting Ihem to the ceanp syslem hanpas or the sWcture
<br /> above.These w�rav mey bu eiick.su��� Gscn;r,•�., :y��e w�i cv ru•x�w�.--
<br /> • Tertnmals or surviurw Wwyldr�y more Uian 56 Ibs.must ba incJepentleny�,
<br /> �PPa1ed dlrHcty Irom the eLucnxe at�ove.'R�ese wies m�st bp taW. �""�
<br /> :.��a.»;;J,iG suena:nrwa 9�� fwrW w�Yc b.oYq.r.�c►wr
<br /> �ism� S�paration Joints ma��l ��e•,..fi..F.�,�,,.,� ;,n,�
<br /> mnMwr
<br /> For cdirg ureas exceeding 2500 squaro feet,a seisrni�separelion jont a kJ s:r w:u,r conom. <
<br /> Ir3igM wiill�itutition thet txoalw ihe CWing oheY bo przrvirlu�l ur�luues tuwFyww are sioa crw:t•..+w.�•wrq.
<br /> P6ADRi1Bd 0�thB C0YIf1p9 bf8Gf10 Sy$tg(11�G�OSUfO Y1QI06 NId pBflg1f3110t15 t0(xU- 12 psq�mirimum
<br /> Vidi 6111hCieflt dea*at1CB. Sr�4 ro AS'.F 7.��_,� ..,n a:u?^�r 9'��re I
<br /> 1T1B 12y0tR NW bCBSitY1 of the ti016fTtIC S�Bp0I9tlCH1 j01nt Sh9Y b0 pBf if10 dB610i1pr M�uy�e riamc ti�p wn -------J
<br /> 01 recortl ahd t�lu�i on Itie��lerut.If a sulsm�c a�araUon jant is required by llte
<br /> desipner, the desl9ner rT�aY use the generic�oqu detaled h this doaxnent or a pro.
<br /> Prielery joint.The amo�xrt of free movement l9aP desiGn)sl�aY ba per the despnar ngure�
<br /> ofrecord.
<br /> Sp�cial Insp�ctlona
<br /> sPeGa�Inspocuons may be rey�Jred by u»�urlsd�ction or munfcy�alyy,cornect ma
<br /> bcel bwkiir�p depann,e,u.
<br /> SpNnklon _
<br /> For caYr�e witliouf ngd bracu�g,spnnlder head penetrationa ehal he�+e a 2 ixh
<br /> we�tze rin0,sleeve or ad�tor Urough the ceili�tile to aMow tee mrnemant oi at -
<br /> 1e6r1 1 inch in al hoiumL31 direcUons. Flewble ftaed dosi�Il�et can M.wrrxnodate I
<br /> 1 ixh ieo movement shel be perrrrtied es en dtertwte.swoersct»aunro:�:�:;:,•., L o„ � � Pc� F�'°"
<br /> o.+w- nw�
<br /> /i i
<br /> �OF--Wf51 iVA�. r;;fII1N6 h�likA.. ;;USVL�claw sv,; .ac-na �r:n�.cri-.� � ,.� �..-....,_
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