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I y CL im 17"0 Ipmto � - r+ '1 i _ -�, T ��� .� ew �, - — v �` � _ 3 � Is-` 00 z - L �. " f% A -� Y ac �` at jr fm CL 10 Z �Q :3 � v 4 -u r) IA !! w nL or 3 � CO � cr CD ta f� � m '* .°�, IA L4 � fi t Fol e cr 1CL �;{,� ply cdocr 0 go CA �# r CL 10m CL C;L _. r C [� ap L � CF 5A_ m m UI C) z U) Co. X Ch Ln I Cr ,•,hl � or 40 It 4a cm 0 CL 7 = CL - . 40 -a ice! � 'Lo.�. � 0 � rj) g � , rt tp �, . � � � � � � � � � CO itan go nr -9 CO to IV 0i 0 �. a IQ c AD to MPli [3 # CL 0 CL --ft� � � � 7 � � P -P. � � � '� � �••+ � �* �- '�` �, � � � � '� � �'M . � _ _.. 0 � .1� •-e iii � � _ _ _ � , LAc 0 C r) T im o C * + . 4a 4A 4z CL _ CL zr c� n :3 0cr 0 0 10 13 a OL '73CL Vr n� 0 a 0 Cc m ,, a ''" i , imL -a we NJ OL 0 U,CL64 ,••r " -%, UL C * Vii- M 40 to 1CL__ 67 a in 0 � N � 0 �+ '+ I ift .6 CL a_ CO n . r - CL CL mp OL -ftCL cr __ w c r: , _. r.. Cr :3C) �1 c I .� n + � TM it 0 12M 043 cx .4p -dikh r lb m 0 X17 4 to CO w a k rF � P. Ij , CL FRIO Flo C X :3 -4 L- a CC =..cr es a ..y, 0K 0 • _z� IK 3 -3 (9 do --I C a cv ti ZD & CL C* T 420 r 0,� �` IMF•• cc 40 a 3••? c M so r� _ CL 0 ap F�1a -C Cr Lto C ftqu M '- ' _:35_ w OL c f � CM 0 Cl) CL �- � �93 13 10 06 0 40 me dbi _ 7 w 1 as z r- :. so 9 . & :x -,u rr ` w w OL 4 r is � v ole 3 Cb M f� 17 n an Or t ter { a0 fa Ce c n a0c0 �rgcx a -n c i , r , �. � � at� � a GL cr 4PkL '' C n m m -4 � t CIL c1bcb0% a M Ms OD 0 Or 1w 'Phi n LA LA r2b elf � '* � ' cl f9 ka m 0 fa Ij 0 -WcrCL �16 _J- 0, cr 0, CL + Z n. ' � x .4 C LA a 0 0 a 0:I n 434C14 Z7 ° CL _. a. i CCL a is tV D db C) r �• �, ` . i C, M .�. I y CL im 17"0 Ipmto � - r+ '1 i _ -�, T ��� .� ew �, - — v �` � _ 3 � Is-` 00 z - L �. " f% A -� Y ac �` at jr fm CL 10 Z �Q :3 � v 4 -u r) IA !! w nL or 3 � CO � cr CD ta f� � m '* .°�, IA L4 � fi t Fol e cr 1CL �;{,� ply cdocr 0 go CA �# r CL 10m CL C;L _. r C [� ap L � CF 5A_ m m UI C) z U) Co. X Ch Ln I Cr ,•,hl � or 40 It 4a cm 0 CL 7 = CL - . 40 -a ice! � 'Lo.�. � 0 � rj) g � , rt tp �, . � � � � � � � � � CO itan go nr -9 CO to IV 0i 0 �. a IQ c AD to MPli [3 # CL 0 CL --ft� � � � 7 � � P -P. � � � '� � �••+ � �* �- '�` �, � � � � '� � �'M . � _ _.. 0 � .1� •-e iii � � _ _ _ � , LAc 0 C r) T im o C * + . 4a 4A 4z CL _ CL zr c� n :3 0cr 0 0 10 13 a OL '73CL Vr n� 0 a 0 Cc m ,, a ''" i , imL -a we NJ OL 0 U,CL64 ,••r " -%, UL C * Vii- M 40 to 1CL__ 67 a in 0 � N � 0 �+ '+ I ift .6 CL a_ CO n . r - CL CL mp OL -ftCL cr __ w c r: , _. r.. Cr :3C) �1 c I .� n + � TM it 0 12M 043 cx .4p -dikh r lb m 0 X17 4 to CO w a a 04/ 5/1996 . 45 3039871 665 UL} Underwriters Laboratories Inc. s March 14, 1996 fir. Jan H * Jensen Senior Technical Su port Speciali-st Grace construction ProduCts W,R. Graco & co. -conn& 62 'wriittamore Avenue Cambridge, MA 02140-b1692 our Itaferenceso R4339/96NX8287 Deer Xr,# Jensen: GRACE gum 4 333 Pf,nqu:r� Ro�c NOrthOrOGk. lilkt�+t 8CfJ5?•2t?7t t7'E}ej 2r2-�eai FAX No. (7DO) 2724,129 MCI M&I No.254-333 Cable �1tiNC I�ORi�tBR(}O�c. tt Toitx No. M2543343 This is in reapo�nse to YOUr letter dated March 12, 1s96 and to your request that underwriters Laboratories Inc. undertake an investigation to determine the reduc�►d deck protection th.icknesses of �: �.a �,�.�� �r�r_A ,.T,� x�Y ng ngmAntitioua mixture necea$ar'v to U1J L►1.ar.Lb1 i 1W.irf & .YliiiW 4'�i► v aw��r r +tir w ��.��.-� .-.- - ---- mixture _ _ - - a provide 1 through 3 Hr bird resistance in roof --*ceiling Design No, P732. we have reviewed the data generated by the fullqwacala tiro test conducted on January 11, 1946 and previouslyaneratedqsmall-eacle teat data and have datermined that the following le nesses are acceptable, *a unrestrained Assembly Rating -Hr Stee 1 Deck Protection Thickneas-inu a With Gypsum Wallboard and 1-3/4 in, Thick Poly i socyanurate Foamed Plastic Roof Insulation Li51 g - 1'i/2 1 14ml/+� 3 1-15/ 16 With 3 in. Thick Polisocnnurate Foamed Plastic Roof Insulatfon Directly Applied - — - - - - - - - � ----'moi-r='-� R7..'�'i""'R"l� s ,a._ �.�.s vasrr�.v. sowv�-.�=•.- • _.. _ .. �_ ,e .. ,. .. .,- _._�•_ .. 0 0 1 374 FIDE RESISTANCE 'DIRECTORY (BHI FIRE RESISTANCE RATINGS - ANS1/UL-2E3 (BXLJV)— Continued Desi n No. X771 1, Stoof Pipe or Tube Column—St-eel circular Pi.Pe ,with dia etei JOD) ganging from a ruin mum of 3 in. to a maximurn of 32 in, Frith a minimum wall thickness of 16 in. Steel square or rectangu#aa r tube with outside wall dimertsions ranging from a minimum 3 in, 10 a maximum of 32 in- and & m ini m u rrk wall thickness of 3/16. M. The P raiio of the steel plPe or tube (see Item ) shall range from 0.I w 2,0. . C6mvntitious Mi'. ure*—Applied by mixing with water and spraying in one o.y more coals to sled surfaces which mus# be clean and free of dirt, lo,Qse scalae and oil, Min aw-g and ind r3r'- sity of 15/14 PCI respectiv+sly_ For method of den ity determinatsion. see DeslDn information Section, preceding these designs_ The hourly rating of the structural member js dependent upon the ratio of AVP and the #'hick pass of carne-rititious mixture., where A is than crass sectional area of the File Or tube and P is the heated perimeter, The P ratio of a circular pipe is determined by: /P pipe hwere: d is the outer diameter of the pipe (in.) t is the wall tbickne s of the pipe (ire.) The ,IP ratio of a rectangular or square tube is determined by: P tube Where; 43-+--b-20 a + b a is the outer width of the tube (inj is the outer length orf the tube (ire.) t iS the wail thickness of the tuba din-� The thickness of cementitious mixture for ratings pipe Or tube can be determined by the equation, P -- .0.20 of 3/4r 1, 1-1/2, .fir 3 and 4 h of a steal h Where: 4A 3 fA/Pj R is the hourly raarinq (hrs)- h is the thickness of ce me n t taous mixture, minimum 1/4 in., maximum 3-7/8 inr Construction Products Div. W. R. Grace & CO. of Canstla Lid.—Types MK4, MK - 5, , r-eeaa Construction Products—Types MK -4, MK -5. MK-6/CBF. K-6/ED, RG{ R t Grace Korea Inc.—Types W-81=, K -D, AG, RGI_ ro k Inc.—Tyti e L O . Southwest VOrmiculitae Co., Inc.—Types 4 5, 5EF. 5GP. WD, B Fo BGP. SM0. SEI`, SGP, WD. errn-icuf to Prods. Inc..—Types -4* MK -5. Bee ring than UL Ctaassif csiion Marking LOCK FOR MARK ON PRODUCT 4 aminal size S X S 6 X b 7x7 12 X 32 '.6 X 26 November 3Q, 1990 sTRUMEAL TuBxNc SQUARE — Standard AISC Size Product Thiclmess, finches M:—b/CBF, MK--6/ED9 RG, RG1, Type 105', Type 106 Wall Thickness 1 Rohr 2 Hour Hoer 3/16 1 2 .5115 3 4/lb 1/4 23/Z6 .1 3/,4 2 3/4 5/16 S/8 1 7/16 2 1/4 3/8 9/16 1 114 1 7/8 1/2 7/16 15116 1 1/2 3/16 1 2 1/4 3 1/2 114 3/4 1 3/4 2 11/16 5/16 5/8 1 7/16 2 3/16 3/8 9/16 1 3/16 1 7/8 1/2 7/16 15/16 i 7/16 3/16 1/4 5/16 3/8 1/2 i 3/4 5/8 9/16 7/16 z 3/16 15/16 3 2/2 2 11/16 2 3/16 1 13/16 1 3/8 4 Nur 3 11/16 3 2 9/16 2 3 5I8 2 15/15 2 1I2 1 1Sllb 3 5/8 2 15/16 2 7/16 1 7/8 3/16 1 Z 1/14 3 1/2 1/2 1 1/8 1/4 3/4 1 11/16 2 5/8 3 9/16 5/16 S/8 i 3/8 2 1/8 2 7/8 3/8 9/16 1 3/16 1 13/16 2 7/16 1/2 7/16 7/8 1 3/8 1 7/8 3116 1 3 1/2. 1/4 3/4 1 1 1/16 2 S/8 3 9/16 'S/16 5/8 IN 1 3 2 1/8' 2 7/8 3/8 112 1 3/16 1 13/16 2 7/16 1/2 7/16 7/8 1 3/8 1 7/8 5/8 3/8 3/4 i 1/8 1 1/2 3/Z6 1 2 1/4 3 7/16 1/4. 3/4 1 11/16 2 5/8 3 9/16 S/16 S/8 1 3/8 2 1/8 2 7/8 3/8 1/2 1 1/8 1 3/4 2 3/8 1/2 3/8 718 1 3/8 1 13/16 5/8 5/16 3/4 1 1/8 l 1/2 1/4 3/4 1 11/16 2 5/8 3 1/2 S/16 5/8 1 3/8 2 1/8 Z 7/8 3/8 1/2 1 1/8 1 3/4 2 3/8 1/2 3/8 7/8 1 3/8 1 13/16 5/16 S/8 1 3/8 2 Z/8 2 13/16 3/8 1/2 1 1/8 1 3/4 2 2/8 1/2 3/8 7/8 1 5/16 1 13/16 5/16 5/8 1 3/8 2 1/8 2 13/16 3/8 1/2 1 1/8 1 3/4 2 3/.8 1/2 3/8 7/8 1 5/16 1 13/lb