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�_��. <br /> I� ��' <br /> � Ny��� <br /> �� �;,r:. <br /> .:x,�:. <br /> tf h,� , r,— <br /> ; � �i€ 6-2 Construction and Gompartmentation i 153 � <br /> ,f �k�, T` <br /> ��: °'Yi'{'� ' ' , } <br /> �.w. kf��i`, <br /> � �,����� <br /> a <br /> �fj� X�=+' I <br /> .�h� ����^ � <br /> -b . " 'ng or raof/ceiling assembly. Because the ceiling � <br /> t �:�?�. 1-Hour <br /> �� es�not pravide �he appropriately rated fire bar- FioQr� <br /> s: - <br /> �.�",:� ""�stwhich the wall assembly can ��e terminated� Ceiling <br /> ''� airier rnust extend from slab to slab. ASS�"'biv , , <br /> �; A'�Y� <br /> � ��e tests reported by the Gypsum Association in <br /> 1-Haur <br /> �;,�� "�Zesistance Design Manual 8 that mdicate that two F ira Bareier <br /> ,�,�,.. <br /> �},�: dy�;�/�-in. (1.6-cm} fire-rated Type X gypsum walI- <br /> ''�, ��iplied at right angles to the underside of nomi- ' ' <br /> �.#;,;� ��iX 10 in. {nominal 5 cm x 2S cm} wood joists, <br /> t�� '�k4,in. (61 cm) an centers with the face layer af ,Floor ! <br /> �;��. <br /> � &t�m board affset by 24 in. {61 cm) fram the base --�— � <br /> "I, ��,.., <br /> �zr ,utts,will provide 1-hour fire resistance protection j <br /> !}{{ a��; 1-Hour <br /> �s:� •iy�pd framing.Using this inforr�atian,the auehar- ce�r�� <br /> ��Y� i�'P=� • , <br /> t�tg jurisdiction could judge that such a'ceiling � <br /> ';��;' � � 7-Ho�r { <br /> � •�te intent of the Except�on Co 6-2.2.2 and allaw �9re Barrier { <br /> ;;., ,�,,;,,. <br /> ;��� ��iour fire resistance rated wall assembly ta termi- � <br /> �'��, '�'�tIy against the underside of the ceiling. � <br /> ���i� ;�,:� ; <br /> �;6-2 shows a 1-houx fire resistance rated wall Floor <br /> ';�� �_'�.cantinuing up tl�rQugh tt�e ceiling and vaid space � ' <br /> '>>�� ° �qur fire resistance rated floar/ceiIing assetnbly so Figure 6-2. Fire 13arriers Must Cxtend Through Ceili�'tg Spaces <br /> r:" a'�"�"• ' Unless the Ceiling Is Itself a Fire Barrier. i <br /> •�� �mtnate tightly against the underside of floor slaU <br /> �'� �tp�'achieve the required vertical continuity. At the of Pire Tests of 13uilding Constrz�ction andMaterials.z The Y <br /> �`� �'Sde,af Fi ure 6-2 the Exce taon to 6-2.2.2 is uti- <br /> r,�3. g , p tesc is also commonly known by its ASTIvI designatlan, <br /> t��� �'s;allow for the 1-Iiour rated walI assembly to ter- ASTM E119 (same tirle).9 The NFPA 251 /ASTM E119 <br /> �� � P 9 tesr standard rovides for tl2e construction of the artic- <br /> '';�a at a ceilin that rovides the re uired "1-hour of <br /> , ��.. p � F <br /> ;��� 'istance rating iay itselE. ular assembly to lie rated and the actual testing of the <br /> _'�° ��''�occupancies do allow the Eire barrier ro tercni- assembly in the test fiirnace.The test is conducte'd under <br /> -,�� , ;tEie.underside{i.e.,ceil`tng} of a fire protection rated very rigid conditions so thac test results on tlie same <br /> hf�` ' 'in assembl . However caution must be exer- <br /> �� ��,w,; g Y � assembly are reproducible, and tests of different assem- <br /> ': st�zce ceilings of these assemblies are aften improp- �lies are comparabte.Temperatures in the furnace are gen- <br /> ��., t'led or,once instal(ed, have been violated durmg erated m strict accordance with the standard time- <br /> ie_ . .E��� • <br /> �; maintenance. <br /> .�Y. temperature curve and reach levels of 1000�F, 1300°F, <br /> re,f, -��t%;; � <br /> �,g �.- 1550°F, 1700°F, and 1850°F (538°C, 704°C, �843°C, <br /> se:._ ��4;: � y ° } p � a � <br /> te Bacriers. 927 C and 1010 C at time eriads of 5 10,30 `&0 and <br /> o� i��," 120 minutes into the test. Tenzperatures both in ithe fur- <br /> �;� <br /> �- <br /> „°' ��Ffoar-ceifing assemblies;bearing and nonbearing wall nace and on tl�e unexpased side af the assembly bein� <br /> .t� C'n assemblies used as fire barriers to form fire com- tested are monitored closely at speciEied intervals and loca- <br /> 4t��� <br /> �,� ts;and oaiumns, beams, girders,or trusses support- tions. During t17e course of'ti�e test,cotton waste iS�placed <br /> yf�� a;;. <br /> �ssemblies shall be of a design that has been tested against the unexposeci surface and abserved for Elaming. <br /> n�� �}!'ite conditions of aceeptance of NFPA 251, Standard During tlie test, the assembly being tested is alsoi loaded <br /> �.x <br /> A ofFire Tests af Building Construction and Materials. the saine way that it would be expected to be iloaded <br /> 'u! �ers shaU be continuous in accordance with 6-2.2.2. when in place in a builciing. I <br /> ��''` Acceptance criteria far an assembty to camplete;the fire <br /> 4f s�„ <br /> ,;..F <br /> ng, ,y�,; - <br /> ��te resistance oE a fire barrier is determined by the test successfully Eor a specified ume peraod include the <br /> 2_o �,`thod described in NrPA 251, Star�dard Methods follawing: ', � <br /> ��' `�; ; : <br /> s�$ ;.�Y' ; � <br /> �^,Y ,. <br /> ''�� ��;. LIFE SAFETY CODE HANDBOOK <br /> �}� ;,���� ; <br /> � �,•. <br /> ��. .�;?f; <br />