Document VGknw227x784XXbZM3d3breyp

STATB OP ILLINOIS IN THE CIRCUIT COURT OP THE ELEVENTH JUDICIAL CIRCUIT COUNTY OP MC LEAN NANCY KEILHACK, Individually and) as Special Administrator of the ) Estate of Thomas Keilhack, ) deceased, ) Plaintiff, \ / ) V. OWENS-CORNING FIBERGLAS CORPORATION, et al. , Defendants. ) No. 92 L 212 ) ) ) DEPENDANT, OWENS-ILLINOIS, INC.'S AMENDED AND SUPPLEMENTAL _____ ANSWERS TO PLAINTIPP'S PIRST SET OP INTERROGATORIES Defendant Owens-Illinois, Inc., without waiving any of its objections that were overruled by the Circuit Court on July 2, 1996, hereby provides its Amended and Supplemental Answers to Plaintiff's First Set of Interrogatories. INTERROGATORIES Q. 1. Have these interrogatories been answered fully and in good faith to the extent of the actual knowledge and information available to Defendant, OWENS-ILLINOIS, INC., its insurance carrier(s) and attorneys? A. 1. These interrogatories request information about matters some of which occurred between forty and fifty years ago. Moreover, Owens-Illinois last sold the kind of insulation product involved in this case in April, 1958, over thirty-eight years ago. Accordingly, many of the individuals who might have had personal knowledge of the matters asked about are now deceased or unavailable to Owens-Illinois. However, a former Owens-Illinois industrial hygienist, Willis Hazard, gave deposition testimony in 1981 regarding the insulation products made by the Kaylo division at Owens-Illinois in the 1940's and 1950's. This testimony is the most comprehensive source of information regarding OwensIllinois' perceptions regarding the safety of its asbestoscontaining insulation products. Mr. Hazard's testimony includes references to records regarding, among other things, animal experiments conducted at laboratories at Saranac Lake, New York (collectively the "Saranac Documents"). These records were, according to Mr. Hazard, transferred to Owens-Coming Fiberglas ("OCF") when Owens-Illinois sold the Kaylo division to OCF in April, 1958. These records were not found in the business records of OwensIllinois, but copies of some of these documents were obtained by counsel for Owens-Illinois in the course of discovery in asbestos litigation. 2 Accordingly, the answers to these interrogatories are based largely on the testimony of Mr. Hazard, who is now deceased, and the Saranac Documents obtained by Oweris-Illinois in the course of litigation. In addition, Owens-Illinois has reviewed the business records still in the possession of OwensIllinois to answer some of these interrogatories. Finally, some of these answers to interrogatories are based on the opinions of experts retained by Owens-Illinois in connection with asbestos litigation. While these answers are as accurate as currently possible, Owens-Illinois' investigation regarding many of the matters which are the subjects of these interrogatories is continuing, and Owens-Illinois cannot exclude the possibility that it may obtain more complete information or even information which indicates that a particular response being supplied is incorrect. Owens-Illinois has answered these interrogatories as fully as possible given the above limitations and in good faith based on the extent of its actual knowledge. Safi, also the attached affidavit of H.G. Bruss. Q. 2. Is the Defendant, OWENS-ILLINOIS, INC., a corporation? If so, state: 3 (a) the exact corporate name; (b) the state of incorporation; (c) the name and address and position within Defendant of the person providing sworn answers to these interrogatories. A. 2. (a) Owens-Illinois, Inc.; (b) Delaware; and (c) Howard G. Bruss, Assistant Secretary of OwensIllinois, Inc., One SeaGate, Toledo, Ohio 43666. Q. 3. Has anyone obtained from any person a statement (whether oral or written, signed or unsigned) concerning the occurrence involved in this cause of action? If so, state as to each statement: (a) the name and last known address of the person making the statement; (b) when, where and by whom the statement was taken; (c) is there any tangible preservation of the statement, such as a document signed by the person making the statement, a tape-recording, a transcript or a memorandum purporting to reflect what was said? 4 (d) i^-.your answer to (c) is affirmative, state the name and address of the person having possession of the tangible preservation of the statement. * A. 3. Assuming that the "occurrence involved in this cause of action" refers to the alleged inhalation of asbestos fibers by Thomas Keilhack and his subsequent death, Owens-Illinois has not obtained any such statement. Q. 4. Has any private firm or company adjustor been directed to investigate the occurrence or ask questions of persons who may have knowledge of facts concerning the occurrence? If so, state the full name and address of each firm or adjustor. A. 4. Assuming that "occurrence" refers to the alleged inhalation of asbestos fibers by Thomas Keilhack and his subsequent death, Owens-illinois has not directed any such investigation. Q. 5. Do you have any information regarding Thomas Keilhack's physical condition other than that information furnished you by Plaintiff's counsel? If so, state the nature of 5 chat information, the ha and address of its source, and if documentary in nature, whu now has each. A. 5. Assuming that such "information" does not refer to whatever information, if any, Owens-Illinois has received from any consulting experts, Owens-Illinois has no such information. Q. 6. Were any photos taken of Thomas Keilhack? If so, state the total number of photos, the date of each photo, and who has each. A. 6. Owens-Illinois did not take and does not possess any photographs of Thomas Keilhack. Q. 7. Were you named or covered under any policy of liability insurance, effective on the date of the occurrence, which may be construed to provide coverage for any claim stated in the Complaint? If so, as to each policy, state: (a) the name of the company; (b) the policy number; (c) the effective period; (d) the maximum liability limits for: (1) injury to any one person; 6 (2) aggregate per -ial injury limits; (e) what amounts, if any, have previously been paid * under the policy which in the opinion of the carrier reduces the coverage available; (f) whether the carrier denied coverage or tendered a defense under a reservation of rights; (g) whether the policy contains any first party medical pay or disability coverage, and, if so, describe the coverage. A. 7. Assuming that "occurrence" refers to- the alleged inhalation of asbestos fibers by Thomas Keilhack and his subsequent death, Owens-Illinois states that while the issues surrounding its insurance coverage for asbestos claims are complex, this particular case is not "covered under any policy of liability insurance" because the projected liabilities of OwensIllinois are larger than its remaining insurance coverage. Owens-Illinois currently pays all its asbestos litigation costs out of its corporate revenues, although it expects that a certain portion of these costs to be reimbursed by certain insurance carriers. 7 Q. 8. Which, if any, of the -triers listed in your answer to the preceding interrogatory are providing a defense to this suit? A. 8. Not applicable. Q. 9. Identify those expert witnesses (as defined in Supreme Court Rule 220(a) (1) from whom you may offer opinion testimony at trial, and for each such expert, state: (a) his name, current address, telephone number, occupation, and employer; (b) the subject matter on which the expert is expected to testify; (c) his conclusions and opinions and the basis therefore; (d) his qualifications, including all formal education subsequent to high school, a history of his employment and the citation to each of his published writings; (e) the amount paid, or agreed to be paid to him, specifying his hourly rate of compensation; (f) the name of the first Plaintiff, first Defendant, the court in which filed, and the cause number for every cause in 8 which such expert has testified, whether at deposition or trial, and the date of his testimony. A. 9. The identity of the particular expert witnesses to be called at trial has not been determined at the present time. However, Owens-Illinois reserves the right to select expert witnesses to be used at trial from the list of witnesses it has previously filed. Q. 10. Identify with specificity any documents, objects, and tangible things, as defined in Supreme Court Rule 214, which are or were in the possession of any consulting expert as defined in Supreme Court Rule 220 which do not contain the consulting expert's opinion. A. 10. Owens-Illinois believes that one of its coDefendants, on behalf of certain Defendants including OwensIllinois, engaged a consulting expert and provided that expert with pathology material and documents obtained from Plaintiff's counsel. Owens-Illinois and its counsel have no personal knowledge regarding which materials have been provided to that consulting expert. However, on information and belief, OwensIllinois, states that pathology material and medical records from Central DuPage Hospital, as well as medical records from Elmhurst 9 Clinic, Stratford Internal Medicine, Suburban Lung Associa? , and the offices of Dr. J. Huml, as well as the Plaintiff's death certificate, have been provided to the consulting expert. Q. 11. Has Defendant ever had one or more persons whose primary responsibility included looking after or monitoring the health of Defendant's employees, such as a medical director? If so, state the following as to each person who has held this position: (a) the name and address of the person; (b) the name of the position he or she held; (c) the dates during which he or she held the position; (d) the address of his or her office during the time he or she held the position; (e) state whether there was a written job description for that position at that time; (f) if there was a written job description, set forth the words of the description or attach a copy hereto. A. 11.(a)-(d) Charles Shook, M.D., now deceased, was employed by Owens-Illinois from March 25, 1946 until June 30, 1960 and had primary responsibility for monitoring the health of Owens-Illinois employees. Dr. Glenn Usher succeeded Dr. Shook 10 for the period April 1, 1961 to December 31, 1969. Dr. George Bates held this responsibility from March 1, 1971 until his retirement on December 31, 1983. After December 31, 1983, OwensIllinois did not have a full-time corporate medical director, although Dr. Bates has continued to provide part-time consulting services since his retirement. All medical directors have maintained offices at Owens-Illinois, Inc. One Seagate, Toledo, Ohio 43604. (e) Owens-Illinois has found in its business records two written job descriptions for the position of Corporate Medical Director, one dated in 1973 and the other dated in 1984. Copies of these descriptions will be furnished to Plaintiff's counsel. Q. 12. Has Defendant ever directed or contributed money toward a study of the effects of asbestos exposure upon the health of some or all of its employees? If so, state the following as to each such study: (a) the description or title of the study; (b) the dates during which it was made; (c) the location or locations of the plants at which the employees were employed; 11 (d) the number of employees studied; (e) brief description of the study; (f) whether any of the results were reported into written form, and if so, who now has a copy of the report. A. 12. (a) Based on the deposition testimony of its former industrial hygienist, Willis Hazard, Owens-Illinois believes that Kaylo plant employees received periodic x-rays in an attempt to monitor whether there was any effect of asbestos exposure upon the health of those employees. These x-rays did not demonstrate any asbestos-related disease. (b) The program appears to have been in effect as early as 1948. Owens-Illinois has not found information sufficient to determine when this program ended, but Owens- Illinois sold the Kaylo division to OCF in April, 1958. (c) The employees were from plants located in Berlin and Sayreville, New Jersey; (d) Owens-Illinois has not found information sufficient to answer this portion of this interrogatory; (e) See answer to (a) above; and (f) See answer to (d) above. 12 Q. 13. Have there been any studies of the effect of asbestos exposure upon the health of any of Defendant's employees? If so, state: (a) the description or title of the study; (b) the dates during which it was made; (c) the location or locations of the plants at which the employees were employed; (d) the number of employees studied; (e) brief description of the study; (f) whether any of the results were reported into written form, and if so, who now has a copy of the report. A. 13. See answer to Interrogatory No. 12. Q. 14. Is there a disease or disease process known as asbestosis? A. 14. Based on the opinions of experts retained by Owens-Illinois in connection with asbestos litigation, OwensIllinois believes that there is a disease known as asbestosis. Q. 15. Is asbestosis caused by exposure to asbestos? A. 15. Based on the opinions of experts retained by Owens-Illinois in connection with asbestos litigation, Owens- 13 Illinois believes chat inhalation of asbestos dust in excessive amounts over a prolonged period of years may cause the disease asbestosis. Q. 16. If your answer to the preceding interrogatory is in the affirmative, when did Defendant first learn that asbestosis was caused by exposure to asbestos? A. 16. The only information Owens-Illinois has with respect to when it first learned that asbestosis was caused by exposure to asbestos is contained in the sworn deposition testimony of its former industrial hygienist, Willis Hazard. A copy of the transcript of Mr. Hazard's testimony will be provided to Plaintiff's counsel upon request. Q. 17. Is there a disease or disease process known as lung cancer? A. 17. Based on the opinions of experts retained by Owens-Illinois in connection with asbestos litigation, OwensIllinois believes that there is a disease known as lung cancer. Q. asbestos? 18. Can lung cancer be caused by exposure to 14 A. 18. Based on Che opinions of experts retained by Owtns-Illinois in connection with asbestos litigation, OwensIllinois does not believe that mere exposure to asbestos can cause lung cancer, but does believe that there is an increased risk of lung cancer in individuals who develop the disease asbestosis. Q. 19. If your answer to the preceding interrogatory is in the affirmative, when did Defendant first learn that lung cancer can be caused by exposure to asbestos? A. 19. The only information Owens-Illinois has with respect to when it first learned that individuals who develop asbestosis are at an increased risk of lung cancer is contained in the sworn deposition testimony of its former industrial hygienist, Willis Hazard. A copy of the transcript of Mr. Hazard's testimony will be provided to Plaintiff's counsel upon request. Q. 20. Does exposure to asbestos increase the incidence of lung cancer? A. 20. See answer to Interrogatory No. 18. 15 Q- 21. If your answer to the preceding interrogatory is in the affirmative, state when Defendant first learned that exposure to asbestos increased the incidence of lung cancer. A. 21. See answer to Interrogatory No. 19. Q. 22. Is there a disease or disease process known as mesothelioma? A. 22. Based on the opinions of experts retained by Owens-Illinois in connection with asbestos litigation, OwensIllinois believes that there is a disease process known as mesothelioma. Q. 23. Can mesothelioma be caused by exposure to asbestos? A. 23. Based on the opinions of experts retained by Owens-Illinois in connection with asbestos litigation, OwensIllinois believes that mesothelioma can be caused by exposure to certain types of asbestos. Q. 24. If your answer to the preceding interrogatory is in the affirmative, when did Defendant first learn that mesothelioma can be caused by exposure to asbestos? 16 A. 24. The only information Owens-Illinois has with respect to when it 'first learned that mesothelioma can be caused by exposure to certain types of asbestos is contained in the sworn deposition testimony of its former industrial hygienist, Willis Hazard. However, in light of the fact that the association between asbestos exposure and mesothelioma was not established with scientific certainty until 1960, Owens-Illinois could not have learned that exposure to certain types of asbestos could cause mesothelioma until at least 1960, two years after it ceased manufacturing Kaylo. A copy of the transcript of Mr. Hazard's testimony will be provided to Plaintiff's counsel upon request. Q. 25. Does exposure to asbestos increase the incidence of mesothelioma? A. 25. Based on the opinions of experts retained by Owens-Illinois in connection with asbestos litigation, OwensIllinois believes that exposure to certain types of asbestos above the threshold for the disease mesothelioma increases the incidence of mesothelioma. 17 Q. 26. If your, .mswer to the preceding interrogatory is in the affirmative, stat . when Defendant first learned that exposure to asbestos increased the incidence of mesothelioma. A. 26. The only information Owens-Illinois has with respect to when it first learned that exposure to certain types of asbestos above the threshold for the disease mesothelioma increases the incidence of mesothelioma is contained in the sworn deposition testimony of its former industrial hygienist, Willis Hazard. However, in light of the fact that the association between asbestos exposure and mesothelioma was not established with scientific certainty until 1960, Owens-Illinois could not have learned that exposure to certain types of asbestos above the threshold for the disease mesothelioma increases the incidence of that disease until at least 1960, two years after it ceased manufacturing Kaylo. A copy of the transcript of Mr. Hazard's testimony will be provided to Plaintiff's counsel upon request. Q. 27. Is there a disease or disease process known as cancer of the gastrointestinal tract? A. 27. Based on the opinions of experts retained by Owens-Illinois in connection with asbestos litigation, Owens- 18 Illinois believes that there is a cT tease or disease process known as cancer of the gastrointestinal tract. Q. 28. Can cancer of the gastrointestinal tract be caused by exposure to asbestos? A. 28. Based.on the opinions of experts retained by Owens-Illinois in connection with asbestos litigation, OwensIllinois does not believe that cancer of the gastrointestinal tract can be caused by exposure to asbestos. Q. 29. If your answer to the preceding interrogatory is in the affirmative, when did Defendant first learn that cancer of the gastrointestinal tract can be caused by exposure to asbestos? A. 29. Not applicable. Q. 30. Does exposure to asbestos increase the incidence of cancer of the gastrointestinal tract? A. 30. See answer to Interrogatory No. 28. Q. 31. If your answer to the preceding interrogatory is in the affirmative, state when Defendant first learned that 19 exposure to asbestos increased the incidence, of cancer of the gastrointestinal tract. A. 31. Not applicable. Q. 32. List the following information for each claim brought against Defendant by a present or former employee of Defendant or the spouse or child of a deceased such employee alleging a disease or condition of ill-being caused by asbestos (limited to claims brought prior to 1/1/80): (a) the name and address of the person alleged to be diseased or in a condition of ill-being; (b) when the alleged disease or condition of ill-being began; (c) the circumstances under which the employee is alleged to have come into contact with asbestos; (d) whether the person is represented by an attorney, and if so, the name and address of his attorney; (e) the agency where the claim was filed, the docket number of the claim and the date the claim was filed. A. 32. Owens-Illinois never received any workers' compensation or other claims for any asbestos-related disease from any employees of the Kaylo division, or spouses or children 20 of any deceased employees of Chat division. Owens-I linois believes that it received workers' compensation claims for asbestos-related disease from employees not employed by the Kaylo division at the time of their claim. Owens-Illinois is not presently able to identify which specific workers' compensation claims were asbestos-related because the workers' compensation have been handled by several insurance carriers which cannot retrieve claims based on the nature of the injury involved. If requested, Owens-Illinois will identify each carrier and arrange for Plaintiff's counsel to have access to whatever files-are still in existence. Q. 33. List the following information for each claim, not identified in your answer to the preceding interrogatory, brought against Defendant by a present or former employee of Defendant or the spouse or child of a deceased employee alleging a disease or condition of ill-being caused by asbestos: a) the name and address of the person alleged to be diseased or in a condition of ill-being; b) when the alleged disease or condition of ill-being began; 21 c) che circumstances under which the employee is alleged to have come into contact with asbestos; d) whether the person is represented by an attorney, and if so, the name and address of his attorney; e) the agency where the claim was filed, the docket number of the claim and the date the claim was filed. A. 33. See answer to Interrogatory No. 32. Q. 34. List the following information for each claim or report, not identified in your answer to any preceding interrogatory, alleging a disease or condition of ill-being caused by asbestos or an asbestos containing product sold by Defendant (limited to suits prior to 1/1/80); a) the name and address of the person alleged to be diseased or in a condition of ill-being; b) when the alleged disease or condition of ill-being began; c) the circumstances under which the employee is alleged to have come into contact with asbestos sold by you; d) whether the person is represented by an attorney, and if so, the name and address of his attorney; 22 e) whether the claim has resulted in a lawsuit against you, and if so, the court where the suit was filed, the docket number of the suit, and the date the suit was filed. A. 34. A list of the lawsuits for asbestos-related disease filed against Owens-Illinois before January 1, 1980 will be furnished to Plaintiff's counsel, including the court in which the suit was filed, the docket number, the date of filing and the name of Plaintiff's attorney. The information requested in subparts (b) and (c) of this interrogatory are matters of public record which would be no less burdensome for Plaintiff to obtain than for Owens-Illinois. Q. 35. List the following information regarding each document (as defined in Supreme Court Rule 201(b)(1) authored by an employee of Defendant in the course of his employment, dealing in whole or in part with the consequences of exposure to asbestos: (a) name, title or other means of identification of the document; (b) name, position at time document authored, and current address, position and employer of each author of the document; 23 (c) date prepared or published; (d) the name and address of the entity responsible for its publication and/or distribution; (e) if available in typewritten or printed form, the number of pages. A. 35. See documents produced in response to Plaintiff's First Request for Discovery, Number 12. Q. 36. When did Defendant first sell asbestos or products containing asbestos? A. 36. Owens-Illinois Glass Company began limited pilot plant operations involving the production of Kaylo asbestos-containing products in 1943. It began the manufacture of commercial quantities of Kaylo asbestos-containing products in about 1948. Q. 37. Does Defendant still sell asbestos or products containing asbestos? If not, when did Defendant stop selling? A. 37. No. Owens-Illinois stopped selling Kaylo asbestos-containing insulation products in April, 1958. Commencing in 1963 and continuing through 1977, Kimble Glass 24 Company, a unit of Owens-Illinois, Inc., offered for sale gaskets, inserts and spacers as accessory parts intended for use in conjunction with Kimble's conical end glass piping system. Some of these accessory parts contained asbestos as one of their ingredients. These accessory parts were not manufactured by Kimble, but were purchased from other suppliers. From approximately 1966 through 1977, the Kimble Division also offered for sale a field beading kit which included a small plate and a covering over each of two small hoses. The plate and hose coverings may possibly have contained asbestos, but OwensIllinois cannot yet confirm the ingredients of these materials based upon its business records presently reviewed. Kimble also sold Glass Lined Reactors manufactured by Schwelm for a period of time presently unknown, but apparently no later than the end of 1977, which incorporated gaskets containing asbestos as one of their ingredients. From 1982 through 1985, Kontes Glass Company, a subsidiary of Owens-Illinois during that time period, purchased certain asbestos-containing materials from other manufacturers and incorporated those materials into four of its products. 25 Q- 38. List the following information about each different type (as opposed to different sizes of the same type) of asbestos containing building and/or insulation product manufactured or sold by Defendant: (a) brand or trade name; (b) description; (c) uses Defendant recommended of it; (d) asbestos content; (e) dates of manufacture and/or sale. A. 38.(a) Kaylo and Kaylo-20. (b) Kaylo and Kaylo-20 were premolded, light density rigid products, and were manufactured in several forms: block, pipe covering, fire-door, roof tile and laminated panels. Kaylo was white or off-white in color, and Kaylo-20 was pinkish in color. (c) The Kaylo asbestos-containing products manufactured by Owens-Illinois were intended to be used for industrial high temperature thermal insulation such as pipe covering and block insulation, and to increase fireproofing and fire protection and for insulation through use as a roof deck or fireproof material or as core material for use in fire doors and laminated panels. 26 ' (d) Owens-Illinois believes that its commercially pro duced asbestos-containing products were hydrous calcium silicates containing between 13% and approximately 20% asbestos. Chrysotile asbestos was the primary type apparently used. Amosite was incorporated to a lesser extent. (e) Owens-Illinois Glass Company began limited pilot plant operations involving the production of Kaylo asbestoscontaining products in 1943. It began the manufacture of commercial quantities of Kaylo asbestos-containing products in about 1948, and began the manufacture of commercial quantities of Kaylo-20 in or after mid-1955, and continued such manufacture until April 30, 1958. Q. 39. Has Defendant, at any time since it began selling asbestos or asbestos containing products, issued a warning concerning the consequences of exposure to asbestos, which warning was intended by Defendant to reach those persons who would breath or ingest asbestos or asbestos containing products during their distribution and/or use? If so, state as to each such warning: (a) the language of the warning; (b) date first issued or distributed; 27 (c) date last issued or distributed; (d) the method of communication or distribution used; (e) the name, position at that time, and current address, position and employer of each person ordering or recommending the warning. A. 39. Based on the deposition testimony of its former industrial hygienist, Willis Hazard, Owens-Illinois does not believe it ever issued any warning regarding any of its asbestos-containing insulation products because Owens-Illinois did not believe that persons using its asbestos containing products were at risk of developing any asbestos-related disease. Specifically, Owens-Illinois believed that there was a safe level of asbestos to which a person could be exposed without risk of injury and that people who worked with Owens-Illinois insulation products were not exposed to levels of asbestos above the safe levels. Q. 40. If your answer to the preceding interrogatory is in the affirmative, state the following as to the first information Defendant received that exposure to asbestos caused disease: 28 a) the form in which it was received, e.a.. orally, in writing; b) * if orally, the name and address of the person from whom received; c) if the information was received in written form, give the author, title of the document, and date of the document; d) the name and address of the employee or employees who received the information; e) briefly describe the information. A. 40. Not applicable. Q. 41. If your answer to the second preceding interrogatory was affirmative, list the name and address of each employee who was responsible to investigate whether: a) the warnings were reaching the persons who were breathing and/or ingesting the asbestos from the asbestos containing products; b) the warnings were being read by the persons who were breathing and/or ingesting the asbestos from the asbestos containing products; 29 c) the warnings were being understood by the persons who were breathing and/or ingesting the asbestos from the asbestos containing products; d) the warnings were being heeded by the persons who were breathing and/or ingesting the asbestos from the asbestos containing products. A. 41. Not applicable. Q. 42. Did Defendant ever have one or more employees who routinely performed the task of sawing asbestos containing pipe covering? If so, state the following: a) the name and address of each plant at which the process was conducted, and the inclusive period of years during which the process was conducted, at that plant; b) the number of employees who performed the task for one year or more; c) the name and address of each employee who performed the task for one year or more at one of Defendant's plants and who was known by Defendant to be free of asbestos disease 25 years or more after having first performed the task for at least one year. 30 A. 42. (a) Based on the Saranac Documents, the previous sworn testimony of Willis Hazard and Sam Schillaci, a former Kaylo division employee, Owens-Illinois believes that certain employees at Owens-Illinois' Berlin, New Jersey plant sawed Kaylo pipecovering in connection with the manufacturing process during the period that Owens-Illinois commercially manufactured Kaylo at Berlin, from 1948 through April 30, 1958. Owens-Illinois is unaware of the exact street address of the Berlin plant. Pipecovering may have been manufactured at OwensIllinois ' Sayreville, New Jersey facility at some time between 1948 and 1953; however, Owens-Illinois has not found information sufficient to determine the specific time period involved. Owens-Illinois believes that its Sayreville facility was located on Bordentown Avenue. (b) Owens-Illinois has not found information sufficient to answer this interrogatory. (c) As of 1958, the date Owens-Illinois sold the Kaylo division, Owens-Illinois had manufactured asbestos-containing products for only 15 years. After the sale, many of the Kaylo division employees became employees of OCF. Owens-Illinois has no information regarding the health of those former employees. 31 Q. 43. List the following information regarding each worker or group of workers who, as of 1960, had used asbestoscontaining building or insulation products for 25 years or more and were known by Defendant to be free of asbestos disease: a) current name and address; b) location(s) and inclusive dates of asbestos product usage; c) date(s) of the examination(s) which revealed the worker to be free of asbestos disease. A. 43. See answer to Interrogatory No. 42(c). Q. 44. List the following information regarding each instance where an employee of Defendant testified (at deposition or trial) in asbestos disease litigation: a) name of employee; b) date and place testimony was given; c) first named Plaintiff and Defendant, case number and court in which pending; d) name and address of reporter; e) whether you have a transcript of the testimony. 32 A. 44. Owens-Illinois is aware that the following present or former employees of Owens-Illinois^testified at trial or by deposition in asbestos-related litigation: Edward C. Ames: 10/8/79, 1/10/80, 2/12/81, 3/26/81 and 10/7/81. Robert Grim: 9/6 & 7/84 (trial), 10/11/84 (trial), 7/1/87 (trial), 12/12/90 (trial), 1/31/91 (trial), 10/23/91 (trial), 1/13/92 (trial), 2/8/95 (trial), 5/10/95 (trial), 2/14/96 (trial) and 4/18/96 (trial). Richard L. Grimmie: 10/29/79 (trial). 7/10/79, 10/24/79 (trial), and David Innis: 9/27/83. William Justice: 7/11/79 and 5/3/82. John Pershing: 7/26/79. John Rhoads: 7/11/79. June Welser: 7/11/79. Everett Shuman: 4/26/79, 6/12/79, 7/15/80, 8/19/80, and 3/4/81. Willis G. Hazard: 2/11/81, 3/27/81, 12/14/81, and 1/27/82. Howard G. Bruss, Esq.: 6/29/93. David Van Hooser: 8/11/93 (trial) Michael E. McConnell, Esq.: 2/24/89 and 10/25/90. Richard R. Beck: 4/1/81. Samuel P. Schillaci: 4/7/81, 7/31/81 (trial), 11/9/81 (trial), 11/17/81 (trial), 4/26-27/82, 6/4/84, 8/28/84, 33 9/6/84, 11/14/84, 2/5/85, 3/4/85 (trial), 4/30/85, 12/19/85 (trial), 10/8/86, 4/10/87 (trial), 6/25/87 (trial), 11/4/87 (trial), 1/20/88, 9/20/88 (trial), 10/15/88 (trial), 11/14/88 (trial), 11/22/88 (trial), 11/29/88 (trial), 12/8/88 (trial), 12/15/88 (trial), 3/14/89, 3/21/89, 3/28/89 (trial), 5/9/89 (trial), 6/15/89, 6/30/89 (trial), 7/7/89 (trial), 7/27/89, 8/18/89 (trial), 11/2/89 (trial), 11/6/89, 11/16/89 (trial), 11/17/89 (trial), 1/9/90 (trial), 1/31/90 (trial), 2/23/90 (trial), 3/14/90, 4/17-18/90, 4/24/90, 5/16/90 (trial), 5/24/90 (trial), 5/30/90 (trial), 6/8/90 (trial), 6/12/90 (trial), 6/20/90 (trial), 6/21/90 (trial), 6/29/90 (trial), 7/17/90 (trial), 7/19/90 (trial), 8/30/90 (trial), 10/11/90 (trial), 10/17/90, 11/20/90 (trial), 11/28/90 (trial), 12/11/90 (trial), 12/19/90 (trial), 1/24/91 (trial), 2/1/91 (trial), 2/22/91 (trial), 2/27/91, 3/8/91 (trial), 4/25/91 (trial), 4/26/91 (trial), 5/20/91 (trial), 6/13/91 (trial), 8/2/91 (trial), 8/8/91 (trial), 9/30/91 (trial), 10/8/91 (trial), 10/25/91 (trial), 10/30/91 (trial), 10/31/91 (trial), 11/4/91 (trial), 11/7/91 (trial), 11/13/91 (trial), 1/23/92 (trial), 1/28-29/92 (trial), 2/24/92 (trial), 12/15/92 (trial), 3/11/93 (trial), 3/12/93 (trial), 3/19/93 (trial), 5/21/93 (trial), 8/16/93 (trial), 2/2/94 (trial), and 6/17/94 (trial). George N. Bates, M.D.: 4/6/81. Thomas A. Meehan, Esq.: 8/3/81 (trial), 11/9/81 (trial), 12/15/83, 1/16/84, 8/28/84, 6/4/84, and 11/13/84. Michael R. Scheiding: 6/13/95 (trial). Robert Towles: 1/18/96 William Lugar: 5/15/96 and 5/16/96 (trial). Q. 45. Withdrawn. 34 Q. 46. List the name and address of all international unions and local unions which have represented employees of Defendant while the employees where using asbestos containing products or were being exposed to asbestos, and indicate the address of the plant or group of employees represented and the date of such representation. A. 46. Owens-Illinois has not found information sufficient to answer this interrogatory. However, in the course of its search for this information, Owens-Illinois has found materials that lead it to believe that the workers at the Berlin plant were represented by Local 231 of the G.B.B.A., the Glass Bottle Blowers Association. Owens-Illinois does not have any information regarding the local that might have represented employees at the Sayreville facility. Q. 47. Did any of the unions listed in your answer to the previous interrogatory ever instruct, advise or caution your employees on the safe handling of asbestos or precautions to be taken when working in airborne asbestos? If so, please state for each instruction, advice or warning: a) the name and address of the union and person instructing, advising or warning your employees; 35 b) the method and content of the instruction, advice or warning; c) the dates of the instruction, advice or warning; d) whether the union ever promulgated, recommended or bargained for any regulations, standards or guidelines concerning the safe handling of asbestos or precautions to be taken when working in airborne asbestos. NOTE TO DEFENDANT: You may reproduce this page as many times as necessary so that you have a separate page upon which to answer for each instruction, advice or warning. A. 47. Owens-Illinois has not found information sufficient to answer this interrogatory. Q. 48. Did Defendant sell, ship or deliver any asbestos containing products to any of the sites on Exhibit A? If so, state the following: a) the type and quantity sold, shipped or delivered; b) the date; c) describe or attach the documents evidencing such sale or shipment. 36 A. 48. Regarding the time period before 1953, OwensIllinois has limited records. None of these records reflects shipments to any of the sites listed in Exhibit A. Regarding the period between 1953 and 1960, Owens-Illinois has obtained, in the course of litigation, copies of certain OCF invoices. These invoices were not found in Owens-Illinois, Inc.'s own records. None of these invoices reflects shipments to any of the sites listed on Exhibit A. Q. 49. List the following information regarding each instance known to Defendant where an individual has testified (at deposition or trial) that a product manufactured or sold by Defendant was present or used at any of the sites on Exhibit A (in lieu of providing the answers to the following, you may provide a transcript of the testimony and Plaintiff's lawyer will pay your charges for providing the same): a) name and address of witness; b) first named Plaintiff, case number, and court in which case is pending; c) date of testimony; d) name and address of reporter; e) whether you have a transcript of the testimony. 37 A. 49. While counsel for Owens-Illinois has copies of hundreds of deposition transcripts from "t;act" witnesses obtained over years of litigation, Owens-Illinois has no index of the sites identified in these transcripts, and the sites identified in these transcripts are not accessible by any computer search. Upon request, Owens-Illinois will provide Plaintiff's counsel with access to all of the deposition transcripts, in its possession, of fact witnesses obtained in cases litigated in Illinois, Wisconsin and Indiana. Q. 50. On what date did Defendant first become aware that asbestosis was a compensable occupational disease under a State Worker's Compensation Act? (Source: GAF's Int. 53 in Reed. 83 L 68). A. 50. The only information Owens-Illinois has with respect to when it first learned that asbestosis was a compensable occupational disease is contained in the sworn deposition testimony of its former industrial hygienist, Willis Hazard. A copy of the Hazard deposition will be provided to Plaintiff's counsel upon request. 38 Q. 51. Please describe the date, place and circumstances under which Defendant first became aware that any adverse effects of exposure to asbestos and asbestos containing materials may be cumulative in nature and that continued exposure to such materials by one suffering from asbestosis or related illnesses might have a significant adverse effect upon the extent and severity of such illness. In addition, please state: a) the specific identity of each source of information providing or leading to such awareness; and b) any change in Defendant's behavior, work rules, etc., precipitated by such awareness. (Source: GAF's Int. 54 in Reed. 83 L 68). A. 51. (a) The only information Owens-Illinois has with respect to when it first learned that any adverse effects of the exposure to asbestos and asbestos containing materials may be cumulative in nature and that continued exposure to such materials by one suffering from asbestosis or related illnesses might have a significant adverse affect upon the extent and severity of such illness is contained in the sworn deposition testimony of its former industrial hygienist, Willis Hazard. A copy of the Hazard deposition will be provided to Plaintiff's counsel upon request. 39 (b) Based on the deposition testimony of its former Industrial Hygienist, Willis Hazard, Owens-Illinois believes that from the beginning of Kaylo production, Owens-Illinois made appropriate efforts to provide ventilation and to control the emissions of asbestos dust released during the manufacturing process within recognized safe levels of exposure, including the use of respirators in some instances, dust collection equipment and other devices as necessary. Q. 52. Did Defendant ever suggest or recommend that persons using or exposed to the dust from Defendant's asbestos containing products might or should use any device to reduce exposure to, or inhalation of, asbestos dust or fibers? If so, please state for each and every such suggestion or recommendation: a) date, time and place when each such suggestion or recommendation was made; b) identify each person present when such suggestion or recommendation was made to or received by Plaintiff; c) identify each person receiving same or similar suggestion or recommendation; 40 e) whether such suggestions or recommendation was written or oral, and 1) if written, please identify in detail each such writing; 2) if oral, identify all persons involved and details as to the manner in which each such suggestion or recommendation was presented; f) type, make and model of each device referred to in each such suggestion or recommendation. (Source: GAF's Int. 58 in Reed 83 L 68). A. 52. See answers to Interrogatories 39 and 51(b). However, Owens-Illinois has not found information sufficient to answer which persons were involved or the details of the ventilatory and/or respiratory practices used. Q. 53. Withdrawn. Q. 54. List the name and present address of all persons who have been a director in Defendant from the date of its incorporation to the present and list the dates during which the person was a director. 41 A. 54. Owens-Illinois will provide Plaintiff with the last known address of each living former and current inside director, and each current outside director. Q. 55. List the name and current address of each person who has held any of the following offices in Defendant from the date of its incorporation to the present and also list the office held and the inclusive date during which the office was held: President, Vice-President; Secretary; and Treasurer. A. 55. Owens-Illinois will provide Plaintiff with the last known address of each living former and current inside officer, and each current outside officer. Q. 56. Withdrawn. Q. 57. Pursuant to Supreme Court Rule 213(e), identify and give the location of those persons, not previously disclosed, having knowledge of facts relevant to the nature and extent of Thomas Keilhack's injury. A. 57. To Owens-Illinois' knowledge there are none, excluding these individuals involved in preparing the defense of Owens-Illinois in this matter, such as attorneys, paralegals and 42 other related persons, and the consulting expert referred to in the answer to Interrogatory No. 10. I 43 EXHIBIT A Jobsites: Mount Clare Bowling, 2957 Harlem Avenue, Chicago, IL; Zenith Corporation, 1900 N. Austin Avenue, Chicago, IL; Brookfield Zoo, Brookfield, IL; Continental Assurance Company, 55 Jackson, Chicago, IL; Tinker Toy Factory, Lake and Crawford (now Pulaski), Chicago, IL; First National Bank of Lincolnwood, 6401 N. Lincoln Avenue, Lincolnwood, IL; Cenetex Project - Oak Grove Home Development - single family dwellings in Chicago, area; Ammice Brothers - Housing Project - single family dwellings in Chicago area; City of Chicago Low Income Housing Project, Chicago, IL Kimberly Clark Executive Office Buildings, Menasha-Neenah, WI; Appleton High School East, Appleton, WI; City & County Building, Indianapolis, IN; Purdue University, West Lafayette, IN; Valparaiso University, Valparaiso, IN; 44 AFFIDAVIT STATE OF OHIO ) ) SS: COUNTY OF WOOD ) H.G. BRUSS, being duly sworn according to law, deposes and says that he is an Assistant Secretary of Owens-Illinois, Inc., a Defendant herein; that as such he is authorized to make an Affidavit on its behalf; and that the facts set forth in the foregoing DEFENDANT, OWENS-ILLINOIS, INC.'S ANSWERS TO INTERROGATORIES are true and correct to the best of his knowledge, information and belief. IS SWORN TO and subscribed before me this day of jlaassrS', My Commission Expires: September. 22 1912 SEAL CH13 60547.6 08.12.96 17.39 VICTORIA A. GALLAGHER vNotary Public, State cr Ohio My Commission Expires Sept. 22, 1997 45 EXHIBIT I A NEW HEAT INSULATION WITH REMARKABLE COMBINATION OF ADVANTAGES.... A Kaylo Heat Insulating Block a new type of lightweight mineral :: sulation that is efficient enough to r used at ordinary room temperatu,-: and raistant enough to perform erte lively up to 1 2005 F. Few new products of any kind ha' been so thoroughly researched bet'o: being placed on the market. Kav. Heat Insulating Block is the achies ment of many years' work bs Owen Illinois Glass Company engineer physicists and chemists. No other material, new or oid, < effectively combines the most desi able characteristics of the ideal he insulation. For instance . . . LOW DENSITY Kaylo Heat Insulating Bloc weighs only 11 pounds per cubic foe This light weight (less than one pour to the board foot) simplifies handlin shipping and application. It great reduces weight -- an important adsa tage on ships, for an example. >vv \ -is' --:m '^48 ki( C*e0V 8r^le 4 * U S. 4, Notice the clean, straight edg on these insulated precipitator he pecs. Applicators find it easy to do tr. kind of work with Kaylo Heat Insui. ing Block because they are so east cut and yet they hase a ti'eU hi. flexural strength. The w > aho'e hoppers are also insulated w-.tn K.i' Heat Insulating Block 0\\' thermal conductivity Tne coefficient of conductivity, or K". of Kaylo Heat Insulanog Block, s 'Lown on the chart on page four. t among the most efficient in ula .s for medium high tempera.res. Its insulation value comes prin:pally from its fine, interlaced cellular iructure. These cells are so tiny and o numerous that they presenr a maerial surface of approximately 140 cres per cubic foot of insulation. Experience shows that the insulaion value of Kavlo insulation im'roves when the material is put into erv ice. EFFECTIVE OVER WIDE TEMPERATURE RANGE Kaylo Heat Insulating Block perorms efficiently not only on temperaures in the low pressure steam and hot water range but on temperatures in he superheated steam range as well. This is show n by the flatness of the conductivity curve. One-material cov erage with Kaylo insulation handles applications which often require two thicknesses of different materials. HIGH COMPRESSIVE STRENGTH s compressive strength is unusl high for a mineral product of sucl. ght weight. Kaylo Heat Insu lating Block withstands compression values equivalent to those of a man s walking on it or even to those of a heel's being ground into it. HIGH FLEXURAL STRENGTH Its flexural strength is higher than the normal requirement for heat insu lation of this type. This strength makes for easy handling and applica tion, and contributes to long service with low maintenance. NO ADDED BINDER Kavlo insulation is an inorganic compound, containing no added binder. Its performance characteris tics, therefore, are not affected by additives, which often reduce insulat ing value, modify effective tempera ture range or otherwise limit per formance. EASY TO APPLY WELL Kaylo Heat Insulating Blocks are clean-cut and trim. They are easy to fit into place to make a good-looking installation. Their "feel" is pleasant and non-irritating. They can be cut. scored and sawed with ordinary wood working tools. Finishes that go over the block, whether cement, cloth or other types, can be applied smoothly and with a minimum of effort. No special tools are needed. LOW MOISTURE ABSORPTION Moisture absorption is no prob lem with Kaylo insulation. Even w hen subjected to an atmosphere of 90^ relative humidity and a temperature of 120 F., in standard tests, speci mens absorb less than 1% moisture ^y volume. RETAINS EFFECTIVENESS AFTER LONG SERVICE Kaylo Heat Insulating Block re mains strong, free from excessive powdering, and shows little loss in weight or shrinkage after long appli cation to temperatures up to 1200' F. Even conventional tumbling tests, run after prolonged heating, produce relatively little crumbling or break down of the material. STANDARD SIZES Lengths (inches) 36 36 36 36 36 36 36 36 36 36 Widths (inches) 6 6 6 6 6 12 12 12 12 12 Thicknesses (inches) 1 2 2 Vi 3 1 t'/j 2 2 >'2 3 Other sizes are available on special order ND A REMARKABLE VERSATILITY On large or small equipment, in side or out- Kaylo Heat Insulating Block performs efficiently and with a minimum of maintenance. Here it is he-- applied to the walls of a large p itator. Workmen are laying blc wer 6" x 6" wire mesh welded to u.. stiffeners. The block are then covered with finishing cement and asphalt mastic weatherproofing. Kaylo Heat Insulating Block cov ers both flat and curved surfaces on the power house equipment pictured here. At the right are fresh air intakes; the center compartments house in duced draft fans; and at the left are conduits leading to a precipitator. Kaylo insulation means continuous fuel savings to this power plant. Hot water is always ready when needed in the office buiiding where this hot water storage tank is installed, thanks to Kaylo Heat Insulating Block. This permanent insulation holds water temperature constant with a minimum of power consumption. Other applications for Kaylo Heat Insulat ing block are listed on ihe back page O F K AY L O HEAT INSULATING BLOCK fc*'-#***^*. *<*v. LrJ Ls ZAA - Li JJ SL^5 Lbj* Li l.'u O JJ Gh(D Li; Heat Loss, Surface Temperatures and Efficiencies... 1AT10 *A! 'NSULAflNG BlOCK -i*T ;0S5 ^Om =!>r Suf*CcS Inc SuP**C5 Tx^AfwRES Of INSULATION >**4 a* SO* f |reLn Oft Svffec* r#wetrevr* of knv*o>*on w *oc jcc 35k"r Sw^oct 'e Air *F Inside or outside, for large iosral- . * ladons or small, from 0 to^1200! iF., "V ase Kaylo.Heat Insulating Block to insulate: a-- *w " * i; Breechings Lehrs Hot Air Ducts Tanks Towers - Autoclaves Ovens Furnaces Dryers Turbines Evaporators Chilling Pits Heat Exchangers Boilers Condensers . Precipitators _ Locomotives - . SOURCES OF TEST DATA L The data shown on these pagesare supported by tests run at various laboratories, all well known to theinsuladon industry. They are further supported by the performance of the product in service. More detailed informadon on Kaylo Heat Insulating Block is avail able on request. American Structural Products Company, Toledo 1, Ohio. Subsidiary of Owens-Illinois Glass Company. PHYSICAL CHARACTERISTICS AT A GLANCt &'-Mi;1 :** ----pi " t ...vjipi ^ r~> ^ ,4S^r??' * ;.. - .... Approximately- 11 lb. per *C * * .V, t. '?v3 ; i>fl| 1 \ ^i.-> | i 3, n 11 f... .-va 5?^- , -*is r......-.-..-^sr*...T>,*-.>ir.-yi - v jfc 50 - lb. per sq. -r "?wrtfc& >: Cif.il1... V' BeloreTiearing r. ..-. ..J TW--- .1 5%.deformaaoa). "^'vs* 450 lbT ---- v ' - After heating tor 24 hour at 750 F.m .;:..-.. r-V:- ' iooo F..........r.vV ........ ^w......... 123 lb. per..s.q.j.uv^ at 1200 F................. . . .T...'....'.. >;.< .'..... 117 lb. per sq. in. ' -' - - -3|~ i ~ - ` After boiling for 24 hours (while wet) ..... 74 lb. per sq.'inir isS > SSlLsliI< ' .//. - After heating for 24 hours. .. . at 750 F........................... ................. /i........... ...................... 5.5%` at 1000 F...................................................................... ................... 7.9% at 1200" F___ :............. ................................................................ . 9.8% After boiling for 24 hours.i.............................................................. 0.2% < t-i t, i *j *_wi; (Conventional Tumbling Test--Loss in weight after 10 minutes) . .-.-qgv w -. .. Before heating.--------- ... , .-'xtV 2.2% . After heating for 24 hours.Z'14*' ?- - li' <%= .-/wlfc. at 7so* F.'. .*.# *. TF#.-*"...- --?<7 at 1000* F.17V'. 5.7%-*' T-rVT: je-rit- .... Linear Shrinkage after heating for 24 hrs. r ` r at 750" F.................... ................................................. ................... i 0.8% at 1000* F...-.......... ..7.. ...'................. ;............. 0.9% at 1200 F................................'................... ................................... 1.5% Elongation after saturation (max.)...................................................... 0.4% r.rr .<Ti (T-'*r (volume) After 6 hours exposure in atmosphere of 120* F. and 90% Relative Humidity.......... 0.9% t- 1 . *t * k . f ' / \ At 300 F. mean temperature 0.474 1 * WITH A REMARKABLE COMBINATION Ol XAYIO HEAT INSULATING BLOCK . -.r. EFFECTIVE OVER WIDE TEMPERATURE RANGE. LOW DENSITY. LOW THERMAL CONDUCTIVITY. . -.0K.-*..', Hu p... . * - t. . j sr. c .to 3: t '.o.. .T "*. j c t pc * . :oru 3 2 2.. rr.;T. . t 3 -.."c. Its 7-,- . .j: . r. 3 - :.> r*.' 'or ^ c ^ o rr. c' 3.T'.wTu.*u 1 nc"u T" ' ' r. / 'a 3 r.: r: c c t. j : c r.. o r j\, \. o . rr 3-. 1 : uX-OsCTc TO JVTLOc ` C TT. ' - ? C ' HIGH COMPRESSIVE STRENGTH. HIGH FLEXURAL STRENGTH. NO ADDED 8INDER. K..v. .<' t. rour. -c .. :cT.ru: torrrur.^c. .rr^ EASY TO APPLY. K... . H.. " on DVANTAGES... LOW MOISTURE A3SQRPTI0N. EFFECTIVE AFTER LONG SERVICE. ... ri.-... TYPICAL APPLICATIONS: HEAT INSULATING BLOCK Heat Loss, Surface Temperatures, and Efficiencies -tAT '.OS5 -ROM SLAT SURFACES A_n c ___________ TuVfTC=~TEMPERATURes' cf insulation Ar^bier'f Sr:H Air 30* F. I 0,'"3r?'nC2 F ~*C A r SOURCES OF TEST DATA: The data shown on hese pates are supported by tests run at var ious laboratories, ail well known to the insu lation industry. They are further supported bi the performance of the product in service. More detailed information on KjvIo Heat 1 n rulatin t Bioek is available on request. \m.er:cun M.'a.tural Products Comp.tnv, 1 ,'leao 1. Ohio 5 .. 20-LB. DENSITY STRUCTURAL INSULATING BLOCK ^V^Kaylo Structural Insulating Block--is a near-white, rigid mineral ^material weighing approximately 20 pounds per cubic foot. It is comp: principally of calcium silicate. Except for density and for those characte tics that are changed by density it is similar to Kayio Heat Insulating S: a lightweight insulation used to insulate against heat loss from hot surra Kayio Structural Insulating Block 20-lb. density: is designed to deve maximum strength and fire resistance without sacrificing its advantagelight weight and low thermal conductivity. In fac-t the practical cem.b.ra: of these four properties--strength, weight, insulating vaiue arc f.re ance--makes it almost unique as a building material. It weighs nominally 20 pounds to the cubic foot actually m. basis from 19.5 to 22 lb.', has a compressive strength :: \ lb. per sq. in., a "k" of 0.66 at 100 mean and outstar.-im; r?.- travel of heat and flame at building f.re temperatures. Kaylo Structural Insulating Block is not a finished build ing material in itself and is not made for exposure to the weather. Its principal uses are as a structural roof tile, or roof deck unit, in which a steel reinforcing mat is inserted at the time of forming, and as a core material. In this latter use it serves as the core of laminated structures where the faces or laminates are applied with adhesives, and also as the core of structural shells or envelopes where the Kaylo core material is simply inserted in the open spaces and held by its own contact or by such conven tional methods as clips or other attachments. In any of these applications it adds rigidity to the structure and vastly increases insulation value and fire resistance. PHYSICAL PROPERTIES Light Weight--Nominal 20-lb. density Kaylo Block is about a third lighter than yellow pine. On an oven-dry basis it weighs from 19.5 to 22 pounds per cubic foot. High Strength--Its compressive strength is approximately 500 lb. per sq. in. with a deformation of 5 per cent. Flexural strength is approximately 175 lb. per sq. in. Fireproof--Kayto 20-lb. density Structural Insulating Block has been tested at the Underwriters' Laboratories in Chicago and given the following rating, based on com parison with untreated Red Oak as 100. Flame spread........................0.0 Fuel contributed.................. negligible Smoke produced...................0.0 For use in fabrications that are to be Underwriters' Labe atones inspected, Kaylo Structural Insulating BIock furnished bearing the Underwriters' label for fire r.aza classification for building material. 0_______________________________________ 7$ 100 121 1 SO 175 Mton T*mprofu''*, F. Good Insulation Value--At low mean temperature* Kay Structural Insulating Block is one of the most err.cie: structural mineral insulations. At high mean temperatur it still compares favorably with heat insulating materia of its own weight. High Light Reflectivity--Where left exposed and ur.treate (as with the underside of a roof deck; Kaylo Structur Insulating Block has high light reflectivity. Its iight r flection factor is from 70 to 80 per cent. Non-Abrasive Surface--Its surface is non-abrasive. I: h: a somewhat "soapy" feel that makes it pleasant to hand At the same time it has a firm surface that assures goc contact with surfaces applied over it. No Added Binder--It contains no added binder, but stead constitutes its own binder. Hence its characters:, are not modified as to temperature iimit, solubility, m.s lation value, fire resistance or otherwise by "bir.c limitations." L INSULATING BLOCK (20-LB. DENSITY) ood Workability--Kaylo Structural Insulating Block is sponsive to wood working tools. It can be sawed with a md saw or power saw, can be routed, tongue-and-ooved. sanded, and, in fact, run through most woodorking equipment. igh Modulus of Elasticity--The modulus of elasticity of j-lb. density block is approximately 160,000 lb. per sq. in. :w Specific Hoot--The specific heat of Kaylo Structural -.sulating Block is approximately 0.22. etlular Structuro--Kavlo Structural Insulating Block is bout 80 per cent inter-communicating air cells. The cells re extremely small, less than a micron in diameter. ow Moisture Absorption--Kavlo Structural Block is hyroscopic. It will absorb moisture from humid air and will each equilibrium at lower moisture contents when exposed o lower humidities. However, because of its extremely mall pore size and other characteristics, its behavior with espect to moisture differs from that of most porous ma- It has unusual capacity to distribute moisture viti. ,. its mass, and to give it off to surrounding air of jwer isture content. :s moisture absorption when surrounded by humid air ; low. Test specimens dried for 24 hours at 215 F., cooled .nd then exposed on all surfaces to an atmosphere of 90 er cent relative humidity and a temperature of 120 F. r six hours, absorbed less than one per cent of moisture volume. onsistent with the common practice for good construcon involving porous insulating materials of high interna! .rface area, Kaylo Structural Insulating Block should ? sealed against moisture on the warm side when it is .bjectea to extremely low temperatures. High Wet Strength--Kaylo Structural Insulating Block, : Ke most ocher insulating materials, is not intended to -erve immersed in water or exposed to extremely damp or r.umid conditions, yet its flexural strength when wet (im mersed 10 hoursi is reduced only about 15 per cent. Dimensionally Stable--The dimensions of Kaylo Struct ural Insulating Block change little with changes in moist ure content. Experience has shown from the manufacture of thousands of units of laminated structures that they have unusual dimensional stability and unusual freedom from warping. Available with and without Reinforcing--In the form of roof tile Kaylo Structural Insulation is available with a steel reinforcing mat. In the form of core material for var ious types of structure it is available without reinforcing. Accepts Nails and Screws--Both nails and screws can be used with Kaylo Structural Block. Tables showing holding power of both are available on request. Kails should be of the cement-coated type without barbs that abrade the sides of the opening they make as they are driven into the block. Galvanized or non-ferrous nails may be used where greater resistance to corrosion is required. Screws may be inserted either with or without drilling a pilot hole. Sizes--Kaylo Structural Insulating Block is made in a standard size of 18 x 36 inches. Since most uses involve manufacturing operations, thick nesses that are practical can best be worked out with the manufacturer of Kaylo Insulating Products after approxi mate quantities needed are known. These will usually be between one and two inches thick. Certain thicknesses are suggested by certain building re quirements. A thickness of from 1?* to 2 inches of Kaylo Structural Insulating Block is required to withstand a typical building fire for one hour--usually somewhat more for a partition than for a door because of the greater per formance required of a partition. 20-Lb. and 11-Lb. Density Block Can Be Used in Combination. Where two thicknesses of ir- -!ation are used to build up an insulating structure it i ssible to use the two den sities in combination to devc.^p the best insulation value strength and fire resistance. AMERICAN STRUCTURAL PRODUCTS COMPANY Telede 1, Ohio W LAMINATION ------------------------------ omination over a Koylo Insulating Core--Almost any face iarenal may be bonded to Kayio Structural Insulating Block surfaces. Bonding agents can be selected to meet the requirements of the particular facing--also to satisfy r ADHESIVES FOR JOINING >--------- STRUCTURAL INSULATING BLOCK TO: Wood Veneer Aluminum Stainless Steel the service requirements of the finished product--am* still offer some choice in curing procedures. Some adhesives which may be used with various types of face materials are listed below. This list is not inter,c-i to be complete. Its only purpose is to identify a partial list of adhesives. These have been found to provide a ter.si.e strength of 351b. per sq. in. and a minimum shear strer.it.n of 100 lb. per sq. in. when cured in the manner indicated. ADHESIVES FOR JOINING LIKE MATERIALS: Insulating Block to Insulating Block Aluminum to Aluminum Stainless Steel to Stainless Steel Dunt. No. 3026A Q 3026AWH207 3026AWF Ptnocolito 01131 Pccora 718 O o Catobond 739 o ma 28-18 Amborltto MW o o 'oitik 7026 o iUI o Synco X-8348 o -- 1301w owj Durit* No. 302 6A Q Recoro 718 W*ldwed Insoluto No. 1 o o Imorlako A162 oo Vulcaloek Dupont 4663 00 ooo Dupont 4646 ooo G. E. 2142 G. E. 7031 VInyUoal MA 28-18 o o Amborlit* MU 0 Bostik EXE 13* Q todux o Dur>' Ns. 3026 Q Ns. A. NH267 N 100 3 MEC 826 O OOO Wldwood o Insoluto No. 1 lnt*flok# 4162 oo Vufcolock Dupont 4663 oo ooo Dupont 4646 ooo O. E. 2142 0. E. 7031 Vinylital MA 28-11 O O O AmboHito PtU O Battik 7026 Sodium Silicoto todux O O o Ourito 3026A 7*no<olit* G11 31 o o Woldwood Insoluto 1 G. E. 2142 Ploikon 911 o o (o oSoiactron 5003 Vinylsoal MA 28-18 Amborlit* PR 14 o o loifik 7026 o oBattik EXE 131 Sodium Sili<ot todux Sjrnto X-S34S o o o + I30LW (OW) Vulcaloek Oupant 4633 QQ OOO Dupont 4A46 G. E. 7031 Saitik 7026 Settik EXE 131 todux O Q Q Q Dupont 4653 G. E. 7031 Q So.t.k 7026 Q Bot*k EXE 138 Q todux | Clamped at room temperature for 24 hours. l Symbols for method of cure: Clamped in even at 120s F. for 1 hour. I ^ Placed in press at 10 p.s.i. at 300s F. for 10-30 minutes. For Maximum Strength I" Placed in press at 100 p.s.i. at 300s F. for 10-30 minutes. ._ Clamped in oven at 250s F. for 10-30 minutes. High-frequency curing has been tried successfully on an experimental basis -ith wood, aluminum and stainless steel bonded to a Kaylo sulatmg core. Many of the manufacturers making the above listed esives can provide adhesives suitable for high-frequency curing. r AffiflS[SO<3A!JO ! (piBOExyxsirg TOLEDO 1, OHIO Subsidiary of OWENS-ILLINOIS GLASS COMPANY KB2-JM.4IT2 1^41 American Structural P'edwc's Cimpi P-.'* - J S A Kaylo Structural Insulating Block--is a near-white, rigid mineral material weighing approximately 20 pounds per cubic foot. It is principally of calcium silicate. Except for density and for those ch tics that are changed by density it is similar to Kaylo Heat Insula:: a lightweight insulation used to insulate against heat loss from hot Kaylo Structural Insulating Block 20-lb. density is designed t: maximum strength and fire resistance without sacrificing its auva iignt weight and low thermal conductivity. In fact the practice, .vr of these four properties--strength, weight, ir.suiatmg value am: an.ee--makes it almost unique as a building material. It weighs nominally 20 pounds to the ct oic oasis from. 19 5 to 22 lb . has a compres: ive st b. per sq. in... a of if1.66 at lot) m.pan arc travel of heat arc. fane at bmidme fire : 20-LB. i density For use in fabrications that are to be Underwriters' Labor atories inspected, Kaylo Structural Insulating Block :s furnished bearing the Underwriters' label for fire hazard classification for building material. Kaylo Structural Insulating Block is not a finished build ing material in itseif and is not made for exposure to the weather. Its principal uses are as a structural roof tile, or roof deck unit, in which a steel reinforcing mat is inserted at the time of forming, and as a core material. In this latter use it serves as the core of laminated structures where the faces or laminates are applied with adhesives, and also as the core of structural shells or envelopes where the Kaylo core material is simply inserted in the open spaces and held by its own contact or by such conven tional methods as clips or other attachments. In any of these applications it adds rigidity to the structure, and vastlv increases insulation value and fire resistance. o------------------------------------------------------------------------------- ^ rj 10O us iso I/J M*on Ttmprotur, F. PHYSICAL PROPERTIES light Weight--Kominal 20-lb. density Kaylo Block is about a third lighter than yellow pine. On an oven-dry basis it weighs from 19.5 to 22 pounds per cubic foot. High Strength--Its compressive strength is approximately 500 ib. per sq. in. with a deformation of 5 per cent. Flexural strength is approximately 175 lb. per sq. in. Fireproof--Kaylo 20-lb. density Structural Insulating Block has been tested at the Underwriters' Laboratories in Chicago and given the following rating, based on com parison with uncreated Red Oak as 100. Flame spread .. ................... 0.0 Fuel contributed............... negligible Smoke produced................... 0.0 Good Insulotion Value--At low mean temperature* Kaylo Structural Insulating Block is one of the most emcie.-.t structural mineral insulations. At high mean temperatures it still compares favorably with heat insulating materials of ics own weight. High Light Reflectivity--Where left exposed and untreated i as with the underside of a roof deck; Kaylo Structural Insulating Block has high light reflectivity. Its light re flection factor is from 70 to 80 per cent. Non-Abrosive Surface--Its surface is non-abrasive. It has a somewhat "soapy" feel that makes it pleasant to handle. At the same time'it has a firm surface that assures good contact with surfaces applied over it. No Added Binder--It contains no added binder, but in stead constitutes its own binder. Hence its characteristics are not modified as to temperature limit, solubility, insu lation value, fire resistance or otherwise by "binder limitations." STRUCTURAL INSULATING BLOCK JSSGK5E3 Good Workobility--Kavlo Structural Insulating Block is responsive to wood working tools. It can be sawed with a hand saw or power saw, can be routed, tongue-andgrooved, sanded, and, in fact, run through most wood working equipment. High Modulu* of Elasticity--The modulus of elasticity of 20-lb. density block is approximately 160,000 lb. per sq. in. Low Specific Heat--The specific heat of Kaylo Struc tural Insulating Block is approximately 0.22. Cellular Structure--Kaylo Structural Insulating Block is about SO per cent inter-communicating air cells. The cells are extremely small, less than a micron in diameter. Low Moisture Absorption--Kaylo Structural Block is hygroscopic. It will absorb moisture from humid air and will reach equilibrium at lower moisture contents when exposed to lower humidities. However, because of its extremely small pore size and other characteristics, its behavior with respect to moisture differs from that of nost porous materials. It has unusual capacity to dis.ribute moisture within its mass, and to give it off to surrounding air of lower moisture content. Its moisture absorption when surrounded by humid air is low. Test specimens dried for 24 hours at 215' F., cooled and then exposed on all surfaces to an atmos phere of 50 per cent relative humidity and a tempera ture of 120 F. for six hours, absorbed less than one per cent of moisture by volume. Consistent with the common practice for good construc tion involving porous insulating materials of high internal surface area. Kaylo Structural Insulating Block should be sealed against moisture on the warm side when it is subjected to extremely low temperatures. High Wet Strength--Kavlo Structural Insulating Block, like most other insulating materials, is not intended to serve immersed in water or exposed to extremely damp or humid conditions, yet its flexural strength when wet < immersed 10 hours) is reduced only about 15 per cent. Dimensionally Stable--The dimensions of Kavlo Struct ural Insulating Block change little with changes in moist ure content. Experience has shown from the manufacture of thousands of units of laminated structures that they have unusual dimensional stability and unusual freedom from warping. Available with and without Reinforcing--In the form of roof tile Kavlo Structural Insulation is available with a steel reinforcing mat. In the form of core material for var ious types of structure it is available without remforemz. Accept* Nail* and Screw*--Both nails and screws can be used with Kaylo Structural Block. Tables snowing holding power of both are available on request. Kails should be of the cement-coated type without barbs that abrade the sides of the opening they make as they are driven inro the block. Galvanized or non-ferrous nails may be used where greater resistance to corrosion is required.' Screws mav be inserted either with or without drilling a pilot hole. Size*--Kaylo Structural Insulating Block is made in a standard size of 18 x 36 inches. Since most uses involve manufacturing operations, thick nesses that are practical can best be worked out with tr.e manufacturer of Kaylo Insulating Products after approxi mate quantities needed are known. These will usual!',- be between one and two inches thick. Certain thicknesses are suggested by certain buiidinz re quirements. A thickness of from 154 to 2 inches of Kaylo Structural Insulating Block is required to withstand a typical building fire for one hour--usually somewhat more for a partition than for a door because of the greater per formance required of a partition. 20-Lb. and 11-Lb. Den*ity Block Can Be Used in Combination. Where two thicknesses of insulation are used to build up an insulating structure it is possible to use the two den sities in combination to develop the best insulation value strength and fire resistance. Kaylo Division OWENS-ILLINOIS GLASS COMPANY LAMINATION .omination over a Kaylo Iniulating Core--Almost any ace material may be bonded to Kaylo Structural Insul ating Block surfaces. Bonding agents can be selected to meet the requirements of the particular facing--also to satisfy the service requirements of the finished product --and still offer some choice in curing procedures. Some adhesives and primers which may be useq with various types of face materials are listed below. This list is not intended to be complete. Its only purpose is to identify a partial list of adhesives. An adhesive listed does not imply that it is not suitable. These ha-. W been found to provide a tensile strength of 3a lb. per square inch and a minimum shear strength of 100 !b. per square inch when cured according to the manufac turer's recommendation. They are not listed in the order of their adhesive strength.) ADHESIVES AND PRIMERS FOR JOINING STRUCTURAL INSULATING BLOCK TO: Wood Veneer or Paper or Plastics Steel, Stainless Steel Galvaneal, or Aluminum Kaylo Insulating Block or Cement-Asbestos Board Obinfe No 3026A Pnocel>ft GH31 Pfcoro 718 Cotoaond 720 Vlryi**al MA 28*18 Afwb#r!il PR 1 4 Eottik 7026 Rodu* Synco S-8348-1301W (OW) Rotortebond R*I2 Armstrong J-1162 T#go Oo 0 oo 0 o o o 0 o o Owrif* No. 3026A or NIOC Poeore 718 3MEC 826 No. A NH267 W G O GOO Ptnocolitt G11 31 Intaigf* No. 1 Intorfoks 4162 Vvlcalock O o GO oo DuPont 4653 GOO DuPont 4646 GOO Rttortabond R* 1 2 0 G.E. 2142 G G.E. 7031 G Soitik 7026 Soitik EXE 138 Soitik 1007 Vinyisoal MA 28*18 Amborlito PR-14 O O O G O Rodux O Armstrong J-1162 O Ourito 3026A Prnacoltl* G1131 Armstrong J 1162 Inioluto 1 G.E. 2142 Solocfrao 5003 Vinyli.al MA 28-18 Amborlito PC-14 Soitik 7026 Bottik EXE 138 Sodium Silkaro Codut Synco X-834S + 1301W (OW| Rosoriobond 8*12 Togo Q Q Q Q Q Q Q I- Symbols for method of sure: For Maximum Strength Clamped at room temperature for 24 hours. Clamped in oven at 120s F. for 1 hour. Placed in press at 10 p.s.i. at 300s F. for 10-30 minutas. Placed in press at 100 p.s.i. at 300s F. for 10-30 minutas. Clampad in oven at 250s F. for t0-30 minutes. High-frequency curing has been tried successfully on an experimental basis with wood, aluminum and stainless steel bonded to a Kaylo isulating core. Many of the manufacturers making the above listed iesives can provide adhesives suitable (or high-frequency curing. Kaylo Division OWENS-ILLINOIS GLASS COMPANY Toledo 1, Ohio KI2 503 3m Coorfgttr '9| Oon .IGisi $ *P'liMeo . The Right Material... Expert Application Kir-t Ka>lo Ho a lii'Ui.umh !. t r *.-r . imlroib k. \kium 'ilu.ile. 11 ^ .urnt Aci-du. 'ire".;::' a... r- i n^oki ini it v. iu'A . unrliu liv .l> md 'Aide '.c;v.;vr..: ..re r . i,riw` \i>u L`\ir i ids jii'.u;''' -t ..... , _'**[ So ond. Ka\!> d i-i n l>ui<r- iv e i Ik* let ::.t d '...a. and experience tf pmwde >ru A.rh i ' r:r>.- i<_ ...-l;.' .-crvice Th-ir tr.uiu'd applu-uof' .tre do neat and <-!fa lent in>tali.ition. .. To Iv >it lit* 11 in uT ilk* 'thi'i "uL >;' .'or ' . dollars tor sour next j< il>. . ail i ho nearest Kiv.-' i j.-t r: u;: ' C'haiKes are \ou i.m :imi dim lited at ;ne '"A ; *_: > our plume l mu in . It iuh emt.ul u and ac 'I '."a e . -m " i- name '0win f0 FS(C 800K -- '<s Aaflfeu 0p N-3^-) po*y, Kayip Toieao 3*<o -t-.;-:- Z:si Zz- ... first in calcium silicate ...pioneered by OWENS (l) I LLINOIS Glass Company MAIN OOICI roiioo 1. 3HIO-KATIO SAllS OffICIS ATIANTA CHICACO HOUSTON NIW TOK fHUAOtlfHIA HtTSSUtGH SI .3UIS O.v ns I ';r.i'is Gins* Company Kaylo Division \ ir-f'.: N i K ' ippe^nrn n *he following publication*: ' m En< -.u1' J jn 1 "> j l *G'iJ..umjl Jun l.` njt a e - -< ' '3i P At' .'j- ; J > ?" ' . - RcAn?. F - b l * s t P' . -A, -!. S' - S 'til to Infinity Nesting Kaylo Heat Insulation Requires Fewer Pieces Per Job The complete range of Kaylo Insulation includes pipe covering in Simplified Dimensional Standards for diameters from in. to 72 in., curved block from 72 in. to 60 ft. and flat block for surfaces of less curvature whose radii approach infinity. With its wide selection of interchangeable sizes and shapes. Kaylo Insu lation reduces the number of items needed per job and permits substantial savings in warehousing maintenance stock. KAYLO WRITE FOR FREE I00K 'ICoyloMwof Iniwlof'Or' A4dfttl; 0*pt. N-371, Owwnvlllinpn Gloit Company Kaylo Divition, Tolado I, Ohio. first in calcium silicate ...pioneered by OWENS I LLINOIS Glass Company MAIN OFFICE: TOIIOO 1, OMIO-KATIO SALES OFFICES: AUANTA CHICAGO HOUSTON MW TOR* * PHILADELPHIA rst'JtGH ?T LOUIS Owens-Illinois Glass Company Advmurmtnt No. K-1S*--appearing m the following publication: Plant Eng neermg -March 19SJ Oil 9a Ga Journal March 21 1953 Chem.cal Engineering March. 1953 Che-rncal P-oces.ng April 1953 Petroleum Reiner May 19SJ HEAT INSULATING BLOCK Heat Loss, Surface Temperatures, and Efficiencies SOURCES OF TEST DATA: The data shown on these pages are supported by tests run at var ious laboratories, all well known to the insu lation industry. They are further supported bv the performance of the product in service. More detailed information on Kaylo Heat Insulating Block is available on request. American Structural Products Company, Toledo 1. Ohio. -n /W lion*4 )VANTAGES... '.oke a good-looking installation. Their "feel" is leasanc and non-irritattng. They can be cut. scored r.d sawed with ordinary woodworking tools. Finishes nt go O'er the block, whether cement, cloth or other pes. can be applied smoothly and with a minimum t effort. No special tools are needed. ,0W MOISTURE ABSORPTION. Kaylo Heat Insulatr.g Block absorbs little moisture from surrounding tumid air. EFFECTIVE AFTER LONG SERVICE. Kavlo Heat Insulat- ng Block remains strong, free from excessive powderng, and shows little loss in weight or shrinkage after ong application to temperatures up to 1200 F. Even conventional tumbling tests, run after prolonged neating. produce relatively little crumbling or break down of the material. TYPICAL APPLICATIONSi Ir or outside, for large installations or small, up to 12 -.. use Kaylo Heat Insulating Block to insulate: Breecmngs Hot Air Ducts Tanks Towers Dryers Evaporators Heat Exchangers Condensers Lehrs Autoclaves Ovens Furnaces Turbines Chilling Pits Boilers Precipitators Locomotives <aylo Heat Insulating Block covers both flat and curved urtaces on the power house equipment pictured here. By mnimiring heat loss, it saves fuel and keeps temperatures a tthin the room at comfortable levels. PHYSICAL CHARACTERISTICS " lb' s,r c" " 01NSITY............................... 50 ib e' `9 " iliXURAI .............................................. """*..... - 6for ..................................... alter heat.rig tor 2* vr* l 7 SO5 F..................................... 0, t000= F.......................................... at 1200= .................... . alter botl.ng tor 2* Hour, (-'. ' Ml lb per to " . ; 25 lb. per to t I 7 lb. oer t. " 7a lb. per >a - loss IN WIIOHT alter heottog 'or 2i hour, ............... .........5 Sr, ^ ::: \\i al'r'bX::-2a bo.. .......................................................... RISISTANCt to ARRASIO alter 10 m.nvtevl i Co............ tvttibi.ng tevt-.o*' " * ............................................ 2. o i{prc ..........` ` alter heotirg lor 2a Howrt ........................................ ;' a, 750: F..................................... ....................................57 at 1000' ........................................... 49 at 1200' ...................................... rri- ........... .-o p. 750' ........................................ ................................... o. iooo; .................................... ot \ 200` ......................... lon9O'0 o0*flr totufptl* i ............ O.STUl AiSORr.ON ........ alter 6 Hour. ..po.vr. ,J0: F. and 90% CONDUCTIVITY (A1 *, ,00' F. nt.ot. t."'P*'a""*............ a, 500- F. near. .................. -J v .-4- 0 9' . k..X' S T AI IZE! T-a".r~ :\R LENGTH (inches) '> WIDTH (inches) [ THICKNESS (indies) ::czro: .. ~~c~. . 'T _ .j.-- r L _7 _______ l -- -r ............ r -- -- A. ' O o other sizes ore civoitable spece1 Qf2r  - _............... :::-/; - ' -'W..v-.-w, , r* y:vp^rr;: iy rg*\r-A *--*---l :.- I *--( .?><'- - . ,- _ .. '- 5 - - '< 'V- :>'ot -'^:-:Tir;^': f V* \ sflSStV-L'i- i-: ...'-rv : *t2T > j .;"' * 1 ^ ' *':\-^r~' * - * ^..xr'-.-..'. .. .?.* ^-.-- - - 'i"*`..----Jr" ,i:; --> -S A Pro < u c t of OWEKS-ILLIHOIS 'Gl AS S C O MPA K Y Manufactured by THE K A Y L O DIVISION ' -~. _^v"i> -gy* ^jf.gaaW1 Here is a really unique door. The Kaylo Firedoor is the only type of wood-faced door that carries a one-hour fire rating from Underwriters' Laboratories, Inc.official testing agency for the National Board of Fire Underwriters. Many other important advantages are combined in the Kaylo Firedoor: Greet Dimensional Stability--A Kaylo Firedoor does not warp, swell or shrink--even 1 when subjected to extremes of heat or cold, i dampness or dryness. ,i High Insulation Value--Installed in an ex R terior opening with weather stripping, the Kaylo Firedoor insulates more effectively than a con .-j ventional door, plus a storm door. si tight Weight plus Strength--A standard 3'4" x - 7' Kaylo Firedoor weighs only 90 lbs., but can support an 8,000-lb. distributed load with only one-half inch deflection while loaded. After unloading, the door returns to its original position. Handsome Appearance--The wood veneer-faced 'l Kaylo Firedoor equals the richness of the most strik- ing conventional wood doors. It offers rated fire pro% tection, without sacrifice in beautv. U THE INORGANIC KAYLO CORE Heart of the Kaylo Firedoor is its core--a chemical composition which is completely inorganic. It does r.ot burn. It is rot-proof and vermin-proof, per manently resistant to termites, cannot be damaged by water. The Kaylo core material has a nominal density of 20 lbs. per cubic foot and is sufficiently sturdy to insure proper performance of the Kaylo Firedoor under most severe conditions. Kaylo Firedoors offer a great combination of advantages for hospitals, schools, apartment houses, hotels, office buildings--and residences. This label on doors which you specify or install naans rated fire protection, safety K end reduced insurance rates for building owners. It appears on every Ka\!o-core door, k -s: we-;.Olrii Ccr,30*,'y 10m iC3 oSo OeaSS Cm, fgps NalSli ter $:r.**_ve>-*-* >* - i^> . feo.s; To test comparative fire-resistance, a Kayla Firedoor and conventional wood door, set side by side in a concrete wait, are exposed simultaneously to fire. The /ire is set in a wood pile, soaked with 40 gallon: of fuel oil. Here's how the two doors looked on th< "hot side" after less than 10 minutes. On the opposite side of the wall, flames lick through the conven tional wood door. But the Kaylo Firedoor has completely checked the fire and most of the heal as well. Note the men touching the Kayla Firedoor with their bare hands. Fireproofed Edge Banding \* 'It. , <l.| ik, r; t "INSIDE VIEW" SHOWS UNIQUE FEATURES OF THE KAYLO FIREDOOR'S CONSTRUCTION I.- V Ali/ ; . ,/ /. if! iiJii ^9iit Look {or this metal label on the hinge edge near the tap of every Kaylo Firecoor. It is evidence that Underwriters' Laboratories, Inc., have given the door a or.e-hour fire rating for Class B and C openings. Fireproofed Edge Banding-- AH four edges of the Kaylo Firedoor are banded with strips of solid hardwood, which has been treated with Protexol Class A fireproofing agent. Cross Banding--Veneer cross bandings are bonded to the door's Kaylo core with water proof phenolic glue. Kaylo Core--The core is made up of closely fitted sections of inorganic Kaylo material, which have been joined together with tongue-andgroove edges as prescribed by Under writers' Laboratories, Inc. Face Veneer--Available ir. several domestic woods, the face veneer is bonded to cross bandings with water proof phenolic glue. OWENS-ILLINOIS GLASS COMPANY Kaylo D ivi s i o n To I e d o Ohio Sales Offices ATLANTA - BOSTON - BUFFALO - CINCINNATI - CHICAGO = *Dallas Minneapolis new yo?k eu" * r' w 1 IT "^T^z~Ezi /! K AYLO D1YISIOH O W E fv S - I L L IK Q I S GLASS COMPANY TABLE OF CONTENTS .............................Pogtt 2"5 7;-m*ecl deio................................. Pog 6--7 C*r*<cNrt e**ci)i........................... PogtE --II L&MEMATSB c. PANELS-i. WITH CEMEHT-ASBESTOS FACIHG Introduction of the calcium-silicate insulating material, sold in various forms under the brand name "Kayla," has opened up an entirely new field of laminated building prod ucts. This inorganic material is used as a core in panels faced with wood veneer, plastics, metal and (as described in this booklet) cement-asbestos board. For each laminated product, it provides a core which is incombustible, lightweight and strong end offers insulating value and ezcepiional di mensional stability. Kcylo cores are being used in a number of laminated products, now on the market, in which fire resistance is a prime consideration. These include firedoors, wad panels and marine bulkheads. Kaylo Laminated Panels with cement-asbestos fac ing provide complete curtainwaU or non-loadbearing partition sections which require no finishing on either side--no painting, furring, plastering, siding or insulation. While not required, paint may be applied to these panels by conventional means, if it is desired. Although only two inches thick, Kaylo Laminated Panels with cement-asbestos facing have better insula tion value than 16 inches of solid concrete. Completely inorganic, they have unusual dimensional stability. They have remarkable resistance to deterioration from water or exposure to the elements and show virtually no expan sion or contraction, even in extreme weather cycles. QUICK INSTALLATION riach standard 4' r S' Kaylo panel provides a complete wall section, 32 square feet in area, which weighs only about 200 pounds. Each panel is easily erected complete in place in a few minutes. Compare this speed and sim plicity of erection with the time and work required in the building of conventional masonry walls of various types. For example, an eight-inch brick wall of equal area requires mixing of mortar and laying individually 416 common bricks, resulting in a wall which weighs about 2700 pounds. Panels may be joined to steel or wood framing by any of a wide variety of methods. Only standard tools used in the building trade are needed for erection work. ^ INCOMBUSTIBLE Both the Kaylo core and cement-asbestos facing of these Kaylo Laminated Panels are incombustible. Installed with proper joint systems, the panels provide a wall that will withstand more than one hour's exposure to fire when tested by standard ASTM procedures. MANY APPLICATIONS Possible applications for Kaylo Laminated Panels with cement-asbestos facing include interior partitions or exterior walls for nearly every type of building. A sug gested list follows: INOUSTRIAU Manufacturing buildings Warehouses Utility buildings COMMERCIAL: Stores Warehouses Garages Office buildings Field stations RUBLIC: Schools Hosp'.tc. Depots flit IZl Tv < . W i/ THE KAYLO CORE To appreciate the superiority of Kaylo T -a ~-ted Par,els over ether products of similar appearance, it is neces sary to 1-tncw something about the physical characterLst;ns of the Kaylo core. Near white in appearance, the Kaylo core is a stable, inorganic calcium-silicate material having 3 density of about 20 pounds per cubic foot. This light weight-- lighter than all woods, except Northern White Cedar and Corkwood, contributes vitally to the utility and ease of handling, so characteristic of Kaylo Laminated Panels. The large percentage of microscopic voids in its fine cellular structure gives the Kaylo core high resistance to the passage of heat, and, therefore, provides excellent insulation. Being inorganic it is rot and vermin proof. It is rated "Incombustible" by Underwriters' Labora tories and tests prove its superiority as a protection against the spread of Sre-flame or smoke. The physical characteristic possibly most important to a superior laminated panel is dimensional stability of the core. The dimensional stability of the Kaylo core is excellent. For a material so light in weight, it is excep tionally strong when subjected to flexural or compressive loads. Exposure to water produces only negligible change in dimensions and does not warp or swell the panel. Completely saturated, the Kaylo core retains at least 85% of its normal dry strength, which is completely recovered when material again becomes dry. STANDARD PANELS Kaylo Laminated Panels with cement-asbestos facing are nominally two inches thick. The Kaylo core is nomi nally 1:4" thick and each face veneer is 'A" thick. Cement-asbestos faces are laminated to the core with a waterproof adhesive. Panel edges are protected by a weatherproof coating. The standard panel size is 4 feet x 5 feet. Other sizes are available on special order. Complete technical data, including physical char acteristics and typical construction details, are shown tr. tr.e following pages. WEIGHT AND 1 N S !) IA T I H S V A L 0 LAMINATED PANELS COMPARED TO OTHER WALLS U-FACTOR WEIGH flN. /se. ff. /hr. !*T ) frb 'ic cr> 2' KAYLO LAMINATED. PANELS WITH CEMENTASBESTOS FACING 1 8' SOLID BRICK -50 84 12'CONCRETE -57 144 v8' HOLLOW CINDER BLOCK Y^l .42 30 2' CEMENT PLASTER ON CHANNEL STUDS AND METAL LATH PsI 1 INSIDE PARTITION XI Vi S' WALL y. PLASTER 80TH SIDES ON 2X4 STUDS AND METAL LATH ^N?n3 INSIDE Lliia PARTITION 18 i' HOLLOW TILE INSIDE - - j PAf.TlTl Ca 13 V-- ' ....................1 JTT-! F- Inside of well provides clean, light-reflective sur face. Kayla Roof Deck makes attractive ceiling. Panels r:v be cut or. job to fit odd - - _ --'l-. ordir.cmy woodworking tools. Cut edges ~wy be u-catr.erproofcd on job by pointing with waterproofing agents. t o i a i i o a d i o s . a r r m o a i t h i * o o i n ifi 2.9 TECHNICAL DATA- STRENGTH A -i' x 3' Kaylo Laminated Panel with cement-asbestos faces, supported on a 7'-9" span using one-third point loading, carried an ultimate load of 2920 pounds. A panel restrained by three corners and the free fourth comer leaded three times with a weight of 113 lbs., pro duced a maximum deflection of about Vi When the weight was removed, the panel returned to its original position. From the load-deflection curve, at the left, is obvious that the panel supported on a 7'-9" spa can withstand many times the required design windload without exceeding its elastic limit. [KPACT RESISTANCE In an impact load test conducted according to Bureau c Standards procedures a 60 lb. u-eight was dropped o: the center of a panel supported on a 7'-6" span. Th' height of the drop was increased by 6" increments, be ginning at 6". The panel did not break until the dro; had reached 6'-0". The instantaneous deflection on th< drop of 5'-6" was only 1.07". FIRE RESISTANCE In a fire test conducted in accordance with standard A.S.T.M. test procedure on a 2" Kaylo Laminated Panel with cement-asbestos faces, the average temperature rise on the cool side did not exceed 250` F. until more than 60 minutes time had elapsed. LAMINATED PANELS CEMENT-ASBESTOS i FACING INSULATION VALUE The U-factor of a panel l'/i" thick, for ambient still air, is D.25. For outside exposure fone side exposed to 15 mph wind' it is 0.30, SCREW-HOLDING POWER No. 10 wood screws driven 1" into a Kaylo Laminated Panel with cement-asbestos faces, using a No. 17 drill for the pilot hole, had a withdrawal resistance averag ing 190 lbs. SOUND TRANSMISSION The sound reduction of a panel tested at frequencies from 137 to 2070 averaged 35 decibels. The reduction between frequencies o: 1161 to 2070 averaged 42 decibels. S YAPOR TRANSMISSION .doing materials, to be considered good vapor barriers, are expected to have average vapor transmission rates of less than 1.25 grains per hr. per sq. ft. per in. of mer cury pressure differential between the two faces. Kaylo panels average 1.22. With suitable paints on the cementasbestos faces, vapor transmission is reduced consider ably below this value. For example, an acceptable chlorinated rubber paint reduces vapor transmission of the Kaylo panel to practically nothing. DELAMINATION In order to produce delaminating effects, a panel was heated to 270 F. on one side only, then cooled. This was repeated for ten cycles while a temperature of 70* was maintained on the cool side. No distress and no apparent delamir.ation resulted. In fact, this same panel was Later used in the strength test mentioned previously. Another panel heated to 175* F. on the hot side then cooled while a temperature of 70* F. was maintained on the cool side has gone through 120 cycles of heating and cooling without distress. TYPICAL DETAILS WOOD FRAMIHG Scale lV4"-r-0" 0 ELEVATION FRAMING "SING GLASS BLOCK Y.'ITH ..AYLO LAMINATED PAHELS ____ i*____ " ~:: ,-r-rT-^rl II r .i-F'rr^l _____ czu______ i 11 j Jtt-H- ,i . ji ------------------- --------------------------------------- !i 1 i'QQjr In i ii ir~~jj ...........LAMINATES PANELS 0 CEMEHT-AS2EST0S FACIKC Detail "D-Q" Detail "E-E" Detail "FF" $ CK**rii in:i*u'x Detail "M-M" IH" K.AYLC ROOf Tilt Detail "K-r : -'lb mI J31_ ! 1 Detail "L-L" LKA*Uv0si'r: Vlmk'% c;aI- 1 inisv.v;: i.z:> Detail "KK" 1-----ArP.^ flashing O Detail "NhM 9 TYPICAL DETAILS STEEL FRAMING Scale UV'-l'-O" ELEVATION-VERTICAL PANELS SAG RODS v ______ JX \ _____1 Li / ^a* GIRTS-^ / \j ELEVATION-FRAMING f ?!' I * I 0 I' LAMINATED PANELS CEMEHT-ASBESTOS ft J FACIHC 61RTS COL IS' MIO xr Tl-J V** * TWm--*,' -r* "- |1 &s::tr.i A*' *U''Wfcff "Top Side" Fasteners by H. & B. Enterprise Corp. Trenton, New Jersey or approved equal Detail "H-H" LAMINATED PANELS WITH CEMENT-ASBESTOS FACING Kaylo Division OWENS-ILLINOIS GLASS COMPANY TOIIDO 1, OHIO -, -; v:J- *--vk^v-... . .' . vs: fk* T . ... i.-*r.Z '.-..'....I . r. '.<4 KAYLO DIVISION OWENS-ILLINOIS GLASS COMPANY TOLEDO 1, OHIO TABLE OF CONTENTS Ge*^el product ............................ 2 end 3 S?c-*ce*>e~.s and dct<gn dc'o for ui with roil iub*pvflin 4 Coi-vc?le.i delei'Ji for ui with ra.T igb*pwrlln.................... .5 SpecnccJlon* end deii^n data for ui with ttenderd i^vctyrcl members.................................................................. 6 Corotrvciiori detoili for ute with itonderd nrvciwol members............................. .7 Typical conjraiclion detail}.........................................................8 Technicel dda................................................... PSotogrepha................................................................. 10 ond 11 Ksylo Roof Tile* have a rare combination of strength and light weight. Tiles are easy to handle, easy to carry. Moving loads of tiles across Kaylo Hoof Decks in wheelbarrows or dollies is common practice. 9 ( EraswS caaS'5r&e| `ff SETS A NEW STAKOARO FOR LIGHTWEIGHT HOH-COMBUSTIBLE ROOF CONSTRUCTION Kaylo Insulating Roof Tile laid on light steel members no'w makes available for the first time a roof deck in which fire pro tection, structural strength and insulation are all provided in a single lightweight all-mineral unit. LI6HTWE16HT STRUCTURAL UKIT Kaylo Roof Tile is not merely a roof insulation. It is a rein forced structural unit designed for a total load of fifty pounds per square foot with an adequate safety factor. Its flexural strength is more than sufficient for typical roof deck require ments. Kaylo Roof Tile decks weigh approximately six pounds per square foot, including supporting sub-purlins, or around five pounds to the square foot for the roof tile only. "bus it is now possible to design a deck made with a nonci ...nustible tile so that the dead load above the main purlins, mciudtr.g an excellent built-up roofing, is about twelve pounds r*r scuare foot of roof area. INSULATES AS IT COVERS This lightweight roof deck combines structural strength and thermal insulation in one material. Since Kaylo Insulating Reef Tile provides insulation value equal to that of ar. inch and half of standard insulating board, no adcttional ir.sulatior.V? reeded for usual installations. A special operation of apply.; insulation over the structural deck is thus eliminated. FIREPROOF at the time of manufacture. This fiber-reinforced mass is ad ditionally strengthened by a welded wire mesh placed in the tile at the time it is formed. Kaylo P.oof Tile provides a .new standard of fire protection for The unique cellular structure of Kaylo Insulating ?-oof Tile lightweight construction. The tile themselves will withstand makes possible its remarkable combination of desirable char building fire temperatures as defined by the standard A-S.T. M. acteristics. Kaylo Insulating P.oof Tile has cells so small they fi.re curve, for more than one hour without failing in load- are measured in fractions of a micron, and so tremendous in carrying capacity and without permitting a temperature rise on number that more than SOVc of the tile is composed of air ceils the coid side great enough to constitute failure. Fire originating which together have a total wall area of more than one hundred above a Kaylo roof deck is prevented from producing dangerous acres per cubic foot of tile! temperatures within the building for a period of at least one Tile units have a smooth ur.der-surface with a light reflection hour. factor of approximately SO per cent. Because of economy of steel in the supporting structure made possible by a Kaylo roof deck; because of its non-com bustibility; because of its insulation value; because of its live- J^ad-carrying capacity in relation to the dead load of the deck; because it can be erected rapidly; this new roof construction SUES ERECTIOK COSTS r mencs itself to every architect and engineer who has a m.a;or roof construction problem today.,., Kaylo insulating roof decks are easier to install than conven tional decks--ye: they require no revolutionary new methods. Workmen iike Kaylo Roof Tile. FIELO TESTED When Owens-Illinois Glass Company sub-purlir.s are used, a Kaylo P.oof Deck is constructed in only three steps--erecting the ,supurlins, laying the tile and grouting the end joints. Then the Kaylo Insulating P.oof Tile has been introduced to the public deck is ready for covering by conventional roofing materials. Kaylo after several year's of experimental development and pilpt-planf ^. manufacture by the Owens-Illinois Glass Company^; la this, development an area of several hundred thousand square feet' has been incorporated in the construction.of Owens-Illinois and American Structural Products buildings, and others, including plants, laboratories, offices and.-warehouses. Much of it has been in service for several.yean. -J' ' Hoof Tile can also be used with other types of framing. ,, . No added application of roof insulation is necessary except where special conditions require an unusually high degree of insulation. In such cases light density Kaylo insulation in block form can be mopped in over the Kaylo insulating deck. A twoinch thickness, for example, mopped in over a standard Kaylo insulating deck will provide a U value, or over-all transmission, of approximately 0.10 Btu per hour per square foot per degree difference between inside and outside temperatures. Kaylo Insulating Roof Tile can be fitted to odd-sited spaces 6ENERAL DESCRIPTION at the job-site without special tools. Any saw which e-ill cut the wires, such as a light power saw, is suitable. Kaylo P.oof Tile can be readily chipped or gouged to fit irregular surfaces. Kaylo Insulating P.oof Tile is made in one size only, nominally Eecause of its light weight and convenient site, Kaylo P.oof x 1$.\36 inches. It is white, or whitish in appearance and Tile is easy to carry to the place where it is to be laid. It has i entirely of a ncn-combustible mineral base which is pre- been designed as a simple, one-man tile and weighs only at- ~?.r. .-.z'.i'.y a calcium silicate, or combination of calcium silicates, proximateiy 23 pounds per tile (haring an a:ea of four and -.-.o v h.ch mineral fibers have been incorporated for reinforcing one-half square feet). n SPECIFICATIONS / DESIGN DATA A NOTE: The general conditions of the contract are hereby made, by ; titrer.ee, a part of this specification. SGOPE This work consists of furnishing all labor and materials neces sary for the installation of Kaylo Roof Tile, including steel sub-purlins, grout and curbs as shown on the drawings, or as specified herein, or both. MATERIALS 1. Sub-purlins. Steel sub-purlins shall be Owens-Illinois Glass Company structural steel rail sections No. 10L Before leaving the shop, all steel work shall be thoroughly cleaned of all loose rust, mill scale and foreign matter and given one coat of approved metal protection applied thoroughly and evenly. 2. Koylo Roof Tile. Roof tile shall be precast and reinforred Kayio F.ocf Tile, 2!,i inches thick by 18 inches wide by 36 inches long as made by Owens-Illinois Glass Company. 3. Anchors. Anchors are not required with Owens-Illinois Glass Company sub-puriins No. 101. 4. Grout. Grout for end joints of tile shall be composed of the following materials, measured by volume: PROPORTIONS Retie Retch Velum* cgtng plaster (quick-setting)1.0 1 cu. ft. _xpar.c=d veraiculite (vermicuiite plastering aggregate) -- 0.6 0.6 cu. ft. Water (approximate)................. ................ 1.0 Tl,a gallons Consistency of grout shall be such that it can be poured, but not so thin that the vermicuiite will float. Add water to provide proper consistency. Stir thoroughly to remove all lumps. Dry materials may be mixed in large quantities as desired, but water should be added only to small batches which can be used immediately. 5. Curbs. Kaylo Insulating Roof Tile 2K inches thick by 18 inches wide by 36 inches long shall be used for curbs wherever shown cn plans. Tiles shall be cut on job to height required. INSTALLATION I. Sub-purlins. To receive Kaylo P.oof Tile, No. 101 sub-purl shall be accurately spaced 3 feet 1 inch on centers. Sub-purlins shall be welded to each support with one fillet w % inch long placed on alternate sides of sub-purlins. At ends sub-purlins place welds or, both sides. Where joints of sub-purl do no: occur over supports, their ends shall be welced togeth Where ends c sub-purlins bear or. masonry, they shall be securi anchored to the masonry. 2. Kaylo Roof Tile. Kaylo Roof Tile shall be spaced evenly c sub-purlins to provide a minimum end bearing of V: inch. Ti shall be butted tightly together at sides. Cut tile to fit at hdgt hips, valleys, parapets, curbs, walls, around vents, pipes, etc. a: grout in place. It here necessary to cut standard pieces for fitting, any bar or power saw which will cut the wire mesh is suitable. 3. Grout. Joints at ends of tile over sub-purlip.s, and at rioce and hips, shall be filled with grout mixed as specified. Whe: sub-puriin No. 102 is used the stem of the sub-purlin shall b completely surrounded with grout to provide a key anchor^ against uplift pressure. '> Grout shall be poured from an open-spout can into joint until the gTout protrudes slightly above the surface of the tile When gTout has reached its initial set (few minutes) scrap joints flush with the tile surface. Sweep all loose and exces grout from the roof, leaving the roof deck free from all foreign matter. 4. Saddles. Where concrete (either lightweight or gravel ag gregate) saddles or cants are used over Kaylo Roof Deck, prime surface of tiles which receive saddles, or cants, with asphalt primer (Federal specifications, SS-S-'Ol). Mop primer over top surface of tile using not less than 7.5 pounds (one gallon) per one hundred square feet of roof.- S'esibh;, dataIfor rail SUB-PURLIN NO. 101 W>r,,.* .jy Sir. 2-1/<" a 2-3/8" w* Kt Lb./Lf. 3.2 tb./S.F. of Reef l.t Spocinq 3-r* On Center! Is>k In. 4 .690 ly-y In. 4 .112 Si-* In. 3 -51 ALLOWABLE CLEAR SPANS EOR VARIOUS LOAD CONOtTIONS Tetol loed Clear pan* Deft* ion IPerSq. h.) f-20.000 f - 1 8,000 f-20.000 f-18,000 L S'ooe 3: lb. Ce-'rcl S-e**t *2 lb. :: ,:,*,;i*i L E'e'.i *9 lb. *: -- -tit 17 lb. C -' e x ----------------------- 1------------------ 9'-6" 8'-3" 7'-7" 7'-0" 8'-11" 7'-9" A 54 .358 7-3" 6'-8" .258 o n .370 .279 .248 .208 Aitumed deed lead, per iquor* foot of roof: Coylo III* o*d >yb*pwrlini. . . . 6.0 lb. Built-up roofing her end ;*'}................. 6.0 lb. To'el dees loed.............. ,, 1 2.0 lb. Aiiwmed inter leed on koritontal tvrfee* per iquor* foot of roof; Southern Sieiet end Poeific Skpe hi** load!. .20 lb. per tq. fl. Centre! S'o'ti........... 30 lb. per iq. h. Rocky Movrleini end N E. SSttecic'tii...............37 lb. per is;. jirr*TM* Nnnnnwtit S'c*e. ... AS )b. per ic V - M *Wl to *Spni er for Aet roeft. Wktr* lyb-pu'-M cs'c'-t! to me ricge cf o-'ckti 'octi one ynymmt trit c! berd ^j sccur*., '*: ssen s SPECIFICATIONS, DESIGN DATA A ti5^ V- - ' '<. ** NOTE: The general conditions of the contract are hereby made, INSTALLATION bv reference, a part of this specification. 1. Purlins (or joists). SCOPE This work consists of furnishing all labor and materials necessary for the installation of Kaylo Roof Tile, including (bent studs) (staple clips) (nails), gTOUt and curbs as shown on the drawings, or as specified herein, or both. 1. Keylo Roof Tile. MATERIALS Roof tile shall be precast and reinforced Kaylo Roof Tile, 2H inches thick by 18 inches wide by 35 inches long as wade by Owens-Illinois Glass Company. Purlins or joists shall be furnished and installed by othe They shall be accurately spaced 3*-0Vi" on centers to rece. Kaylo Roof Tile. 2. Kaylo Roof Tile. Kaylo P.oof Tile shall be spaced or. sub-purlins or joists to p: vide an end bearing of at least hi inch. Tile shall be butted tight together at sides. Cut tile to fit at ridges, hips, valleys, parepecurbs, walls, around vents, pipes, etc., and gTout in place. Where necessary to cut standard pieces, any hand or pow. saw which will cut the wire mesh is suitable. 2. Anchorage Materials. (Select one which applies to details used.) ab. Bent Studs (for trussed purlins or standard structural shapes) Ber.t studs shall be 1H" x ll.~* X. T. Bent 0. L. E. Studs. (Xot threaded; outside loaded end.) Each stud shall have a suitable ferrule. Studs and ferrules shall be as manufactured by Nelson Stud Welding Corp., or approved equal. c. Kails (for wood framing) Kails for fastening Kaylo Roof Tile to wood framing embers shall be 20d common x i" long, hot-dip galvanized. d. Kails (for Stran-Steel) Kails for fastening Kaylo Roof Tile to Stran-Steel shall be 12a box x 3" long, hot-cip galvanised, dd. Staples (for Stran-Steel) Staples shall be =12 ga. (.105) mill galv. steel wire at least 3" long and 1* wide. 3. Grout. Grout for end joints of tile shall be composed of the follow ing materials, measured by volume: rnoromoNS Botch Gauging plaster (quick-setting)___ -.............. - Katie 1.0 Votvm* 1 cu. ft. Expanded vermiculite (vermiculite plastering aggregate)- 0.6 0.6 eu. ft Water (approximate) :-- 1.0 7% gal Consistency of grout shall be such that it can be poured, but r.ot so thin that the vermiculite will float. Add water to provide proper consistency. Stir thoroughly to remove all lumps. Dry materials may be mixed in large quantities as desired, but water should be added only to small batches which can be used im 3. Anchorage. (Select one which applies to details used.) ab. Bent Studs (for trussed purlins or standard sfruetur; shapes) Ber.t Studs snail be securely welded to the top chord c purlins by the Kelson Gun Stud Welder or other approvemethod. They shall be spaced 9* 0. c. and lined up accurate', on each purlin. e. Kails (for wood framing) ( Kails shall be spaced 9' 0. c. Two nails at each end c. tile shall be driver vertically through roof tile and sunk sc that heads are flush with top of tile, d. Kails (for Stran-Steel) Kails shall be spaced 3" 0. c. and driven into Stran-Steel a minimum of Hi*. The heads of the nails shall project above the Stran-Steel a minimum of lVi*. dd. Staples (for Stran-Steel) Staples shall be spaced 3' on centers ar.d driven into Stran-Steel a minimum of Staples shall project above Stran-Steel a minimum of 1 hi'. 4. Grout. Joints at ends of tile over purlins or joists, and at ridges and hips, shall be filled with grout mixed as specified. The grout shall completely fill the joint over the purlins so that the (bent studs) (naiis) (staples) are entirely encased in grout to provide anchorage against uplift pressure. Grout shall .be poured from an open-spout can into joints until the grout protrudes slightly above the surface of the tile. When grout has reached its initial set (few minutes) scrape joints flush with the tile surface. Sweep all loose and excess grout from the roof, leaving the roof deck free from all foreign matter. mediately. XOTE: Reduce water content when using Stran-Steel. (Mini mum quantity, -i gallons per batch.) 4. Curbs. "cy!c Insulating Roof Tile 2U inches thick by 18 inches n by 36 inches long shall be used for curbs wherever shown cr. clans. T:ies shall be cut on job to height required. 5. Saddles. Where concrete feither lightweight or grave! aggregate! saddles or cants are used over Kaylo Roof Deck, prime surface of tiles which receive saddles, or cants, with asphalt primer (Federal specifications, SS-S-T01). Mop primer over top sur^m face of tiie using not less than 7.3 pounds (er.e gallon) pe^. hundred square feet of roof. IS Kims > jj f - * . -.`"'.is- _uEjEn(a)TRUSSED_FyRLlNS __ y*w ': / . 'i:' *iR: II. r.: 11- &air i !._ ii ~ L\. Jxlly*vVv. \x\x^ <XXJCUT rs. ro. c. DRIVt fUSK W1H llli ",n.o mf zH'iii'iii' }i Diioil STANDARD STRUCT. SHAPES fi ^~>J vs, / ... / ::.] . ~l n jl 3'0 C. ixv*' XX< ja5rr jx--- Scole y'=l'-C' Except ct note C , SLOW EL1?,KING CONST. OiS*il SIRAK-SIEEL SUH-PURLiNS _v' ' "'; .! " . .:v. - s'r:.' ~rf FA5i?cT C;T1IL rx- cuw) VILLEt t-U.'l DETAILS FOR STEEP FITCHED F.IOFS-RAFTER FRAMING 3 )' E Z c: K 0 C L l DATA KAYLO RO a f KSULATIKS VALUE- Thermal conductivity "H" (Btu./sq. ft./hr./*F./in.)...... ......0.C2 Overall heat trarisf. coef. "U" (Btu./sq. ft./hr./'F./thickness) Hoof tile only__ _______________________________ ________ 0.20 Hoof tile -r built-up roofing_______________ _____ _____ 0.19 WEIGHT Approximate weight per square foot (lb.)_______________ S.e Approximate density (lb. per cu. ft.)...... ........... ..................20.5 Approximate weight per tile (lb.)23.0 STREKGTH ---------T1 A flexural strength This table shows the factor of safety and defection of Kaylo Insulating Roof Tile for several uniformly distributed loads. C1SAR tPAN.34 INCHES- DEFLECTION FOR I/1U OF SPAN-.094S INCHES TOTAL UNIFORM LOAD [18./SO FT.l i 40 45 so JS 00 FACTOR OF SAFETY ULTIMATE 1 t.l 9.9 8.9 8.0 7.4 OEFLECTION (INCHES) .023 .026 .029 .032 .035 modulus OF rupture. The average modulus of rupture for Xaylo Roof Tile is ITS lb. per sq. in. modulus OF elasticity. The average modulus of elasticity for Xayio Roof Tile is 160,000 lb. per sq. is. compressive strength. The average compressive strength for Xaylo Roof Tile is 500 lb. per sq. is. DIMEKSIOHAl SmiUTIf DIMENSIONAL change DUE TO moisture. The linear expension of Kavlo Roof Tile after repeated cycles of soaking and drying is approximately ,0< of 17e. This equals an increase in length for a standard tile of only fourteen-thousandths of an inch. STRENGTH WHEN WET. The f.exural strength of Xaylo Roof Tile when soaking wet (after soaking for 10 hours) is approxi mately S55e of its normal strength. LENGTH Of NAILS RESISTANCE TO DIRECT NAIL WITHDRAWAL DRIVE N2NCALV. G-lVAKTiD EOO'iNG CC":' CUT RjOflNS WITH NiSK-it STAriiS ES SLAT.M Rayio Roof Tile is non-combustible. It will resist s typical building fire, as defined is the standard A. S. T. M. timetemperature curve, for more than one hour. Thus, a fire originating on the top side can burn off the applied covering ar.c the fire resistance of the tile will enable the tile to carry i-.s required load for more than one hour and a* the same time rrctett the interior from excessive temperature rise. For a __~e originating within the building the limit of endurance is ' j- 'mi; of the supporting steel or the limit of the construction euiatelv btiow the roof deck. LIGHT REFLECTl'yiTY - Light ref.ectivity o{ Ksylo Roof Tile is approxirr.ctely SOfi. Q o i: st&ll&ti e t: KAYLO ROOF TILE Cutting Kaylo Roof Tile to fit odd spaces is easily accomplished with power or handsaw. Tiie can also be cut or gouged with a knife to fit over rivet heads. Pitting Kaylo Roof Tile to skylight. Cutting can be done with ordinary band tools such as a hatchet. Underside of Kaylo Roof Deck forms a completed ceiling, without treatment or painting. It reflects light, raises illumination levels, as shown above. TA 3 L E C O r> E K' Ce*';l preewet beieripf*o*......... .. *........................2 cnb3 Spec e:c!-cr end eetifn bctc for vie with ns s box jt*pvri*n. ......................................................4 Coni*ruc:.o ce'siii for ujt wifh holloa box iwb*pwfil.i. . .S $dec<^cctic*t end design dole for ut ^ItSreil ivb*purlin.,6 Coni*rvci*n betoiW for ut with rcil wb*pvr!in........ .7 Sp*e<^eei>oni end d*t>(n dote for vie with ttondord itrvcturei members.................................. 8 Cam*nc*ion ei*c>U for use with standard structurol members..............................................9 "vp.es: construction cctcili............. ............ 10 Tecnnice! dele............................................................................. 1 1 Photo;repKi............................................... ..................beck cover Kaylo Roof Tile* have a rare combination of strength and light weight. Tilts are easy to handle, easy to carry. Moving loads of tiles across Kavlo Roof Decks in wheelbarrows or dollies is common practice. cairo sr* eg H00F B'BE.E SETS A NEW STANDARD FOR LIGHTWEIGHT NON-COMBUSTIBLE ROOF CONSTRUCTION Kavlo Insulating Roof Tile laid on light steel members now makes available for the first time a roof deck in which fire pro tection, structural strength and insulation are all provided in a single lightweight all-mineral unit. LIGHTWEIGHT ' .. STRUCTURAL UNIT Kaylo P.oof Tile is not merely a roof insulation. It is a reir forced structural unit designed for a total load of fifty pounc per square foot with an adequate safety factor. Its flexure strength is more than sufficient for typical roof deck require menu. Kaylo Roof Tile decks weigh approximately six pounds per squire foot, including supporting sub-purlir.s, or around five pcur.es to the square foot for the roof tile only. Thus it is r.cw possible to design a deck made with a non.-.iu-tible tile so that the dead lead above the main purlins, ir.c'.ue.r.g an excellent built-up roofing, is about twelve pounds eer secure foot of roof area. INSULATES AS IT COVERS This lightweight roof deck combines structural strength an thermal insulation in one material. Since Kaylo Insulating Roc Tile provides insulation vaiue equal to that of ar. inch and cne half of standard insulating board, no additional insulation ; net-dec for usual installations. A special operatic:- o' nnai insulation over the structural deck is thus eliminated. K|l*itlO iU --CaOve.fM, 1 *41, lrrvt`*C' .: C**sv *'*'* L'.iA, 2 J 1 D J( D'? FIREPROOF Kayio P-oof Tile provides a new standard of fire protection for lightweight construction. The tile themselves will withstand building fire temperatures as defined by the standard A. S. T. M. fire curve, for more than one hour without failing in loadcarrying capacity and without permitting a temperature rise on the cold side great enough to constitute failure. Fire originating above a Kaylo roof deck is prevented from producing dangerous temperatures within the building for a period of at least one hour. 3ecause of economy of steel in the supporting structure made possible by a Kaylo roof deck; because of its non-com bustibility; because of its insulation value; because of its liveload-carrying capacity in relation to the dead load of the deck; and because it can be erected rapidly; this new roof construction mmends itself to every architect and engineer who has a .or roof construction problem today. FIELD TESTED Kaylo Insulating Hoof Tile has been introduced to the public after several years of experimental development and pilot^ant manufacture by the Owens-Illinois Glaas Company.' In this development an area of several hundred thousand square feet has been incorporated in the construction ofOwens-Minois and American Structural Products building*, and others, including plants, laboratories, offices and warehouses. Much of it has been in service for several years. GENERAL DESCRIPTION Kaylo Insulating P.oof Tile i* made in one size only, nominally C'i x IS x 26 inches. It is white, or whitish in appearance and 'ce entirely of a r.on-eombustible mineral base which is pre........r.a:e!y a calcium silicate, or combination of calcium silicates, ,t.:g v. hich mineral fibers have been incorporated for reinforcing at the tine of manufacture. This fiber-reinforced mass is ad ditionally strengthened by a welded wire mesh placed in the tile at the time it is formed. The unique cellular structure of Kaylo Insulating Hoof Tile makes possible its remarkable combination of desirable char acteristics. Kaylo Insulating Roof Tile has cells so small they a.e measured is fractions of a micron, and so tremendous in number that more than 80*/fe of the tile is composed of air cells which together have a total wall area of more than one hundred acres per cubic foot of tile! Tile units have a smooth under-surface with a light reflection factor of approximately 80 per cent. SAVES ERECTION COSTS Kaylo insulating roof decks are easier to install than conven tional decks--yet they require no revolutionary new methods. Workmen like Kaylo Roof Tile. When American Structural Products sub-purlir.s are used, a Kavlo Roof Tile deck is applied in only three steps--laying tile into place, grouting end joints and covering the deck with roofing materials. Kaylo Hoof Tile can also be used with other types of framing. No added application of roof insulation is necessary except where special condition* require an unusually high degree of insulation. In such case* light density Kavlo insulation in block form can be mopped in over the Kaylo insulating deck. A twoinch thickness, for example, mopped in over a standard Kavlo insulating deck will provide a U value, or over-all transmission, of approximately 0.10 Btu per hour per square foot per degree difference between inside and outside temperatures. Kaylo Insulating Roof Tile can be fitted to odd-si:ed spaces at the job-site without special tools. Any saw which will cut the wires, such as a light power saw, is suitable. Kcyio Roof Tile can be readily chipped or gouged to fit irregular surfaces. Because of its light weight and convenient size, Kaylo P.oof Tile is easy to cany to the place where i*. is to be laic. It has been designed as a simple, one-man tiie and weighs oniy ap proximately 23 pounds per tile (having ar. area of four and one-half square feet). SPECIFICATIONS, DESIGN r '' ' ^ ^^ -'V .T; / 1i i :i /) DATA AND D 46. / * i II I II ..'.e genera! conditions of the cor.tract are hereby made, by .-itere.tce, a par. of this specification. SCOPE This work consists of furnishing all labor and materials neces sary for the installation of Kaylo Roof Tile, including steel sub-purlins, grout and curbs as shown oa the drawings, or as specified herein, or both. MATERIALS 1. Sub-purlins. Steel sub-puriins shall be American Structural Products hollow box sub-purlins No. 102. Before leaving the shop, all steel work shall be thoroughly cleaned of all loose rust, mill scale and foreign matter and given cr.e coat of approved metal protection applied thoroughly and evenly. 2. Kaylo Roof Tile. Roof tile shall be precast and reinforced Kayla Roof Tiie, 21* inches thick by 18 inches wide by 26 inches long as made by American Structural Products Company. 3. Anchors. Anchors are not required with American Struc tural Preducts sub-purlin N'o. 102. A. Grout. Grout for end joints of tile shall be composed of the following materials, measured by volume: PROPORTIONS Rolio 5etch Volume cugir.g plaster (quick-setting)_______ 1.0 1 cu. ft. xpc.nced vermiculite (verm.iculite plastering aggregate)-- 0.6 0.6 cu. ft. "Vater (approximate). ......... ................... 1.0 7)4 gallons Consistency of grout shall be such that it can be poured, but r.ct so thin that the vermiculite will float. Add water to provide proper consistency. Stir thoroughly to remove all lumps. Dry materials may be mixed in Urge quantities as desired, but water should be added only to small batches which can be used immediate.r. ` 5. Curbs. Kaylo Insulating Roof Tile 2*4 inches thick by 18 inches wide by 36 inches long shall be used for curbs wherever shows oa plans. Tiles shall be cut on job to height required. INSTALLATION 1. Sub-purlins. To receive Kaylo Roof Tile, American Struc tural Products hollow bos sub-purlins No. 102 shall be accurately spaced 3'-l' on centers. Sub-purhns shall be welded to each support with one fillet weld, li inch long placed on alternate sides of rub-purlins. Where joints of sub-purlins do not occur over supports, their ends shall be welded together. Where ends of sub-puriins bear on masonry, they shall be securely anchored to the masonry as shown on the drawings or with one bolt and 2 x 2 x '1-inch plate washer at each sub-purlin. 2. Kaylo Roof Tile. Kaylo Roof Tile shall be spaced evenly on sub-purlins to provide a minimum er.d bearing of 14 inch, with that side up which is marked "top." Tile shall be butted tightlr together at sides. Cut tile to fit a: ridges, valleys, parapets, curbs, walls, around vents, pipes, etc. and grout in place. Where necessary to cut standard pieces for fitting, any hand or power saw which will cut the wire mesh is suitable. 3. Grout. Joints at ends of tile over sub-puriins, and at ridges and hips, shall be filled with grout mixed as specified. Where sub-purlin No. 102 is used the stem of the sub-purlin shall be completely surrounded with grout to provide a key anchorage against uplift pressure. Grout shall be poured from an open-spout can into joints until the grout protrudes slightly above the surface of the tile. When grout has reached its initial set (few rr.ir.utes) scrape joints Rush with the tile surface. Sweep all loose and excess grout from the roof, leaving the roof deck free from all foreign matter, 4. Saddles. Where concrete (either lightweight or gTavel ag gregate) saddles or cants are used over Kaylo Roof Deck, prime surface of tiles which receive saddles, or cants, with asphalt primer (Federal specifications, SS-S-701). Mop primer over top surface of tile using not less than 7.5 pounds (one gallon) per one hundred square feet of roof. I'lO K J if rS (A \ DESIGN DATA FOR HOLLOW BOX * * *........... ***.,,........ " Stoa W!gM Spacing 3 1/d" x 2 13/32" 1 4 go. Mefol Ik./Lf. 3.00 Ib./S.R. of Roof 1.00 3-1" On Centers SUB-PURLIN NO. 102 ljt-t In. 4 I)T-y l. 4 Si-1 9}S su In. 3 ALIOWAU! SPANS tO% VARIOUS IOAO CONDITIONS Teicl Load 1 Oeflec<ton toer Sq.ft.) f -20.000 f - 1 s.ooo f -20.000 (-U.C00 S'Cei *s: Store S'cei 33 ib. s'-i" e'-o" .340 ,:ri .333 .332 a* l n :. S's'et 49 It. 7'-10" .337 .191 S7 to. rr 6'-10'' .303 .160 Attorned deed lead, per q, ft. of roofi Kaylo tel# and wb*purlint............6.0 lb. Swift.wp toofap |tor a-d grovel].................. 6.0 lb. fete! cod toed................. 12.0 lb. Attorned mow toad, on horlx*1el iwffate per iq. ft. of roof: Sovtoem States ' . Ui*e toad)............20 Jb. per e I* Central 5cei.............30 to. per t- * *cky Mouno*fli end N. E $?eiei.......... 37 to. p*r te Nonh*i States. . . . * S to. per id. ftM e W| To * Spans the--* are lor ^at 'oft. v**Kere twt>pvrli*6 'v* proi<l 'o the rtoge of pithed f ccft end bt^d-ng occi/n. ?o*. :ms 5 SPECIFICATIONS, DESIGN DATA AND /16. y .VOTE: The general conditions of the contract are hereby made, :y reference, a part of this specification. INSTALLATION SCOPE This work consists of furnishing all labor and materials neces sary for the Installation of Kaylo Roof Tile, including steel sub-puriir.s, grout and curbs 2a shown on the drawings, or as specif.ed herein, or both. MATERIALS 1. Sub-purlins. Steel sub-purlins shall be American Structural Products structural steel rail sections Xo. 101. Before leaving the shop, all steel work shall be thoroughly cleared of all loose rust, mill scale and foreign matter and given one coat of approved metal protection applied thoroughly and evenly. 2. Koylo Roof Tile. Roof tile shall be precast and reinforced Kaylo Roof Tile, 2*i inches thick by 18 inches wide by 36 inches .mg as made by American Structural Products Company. 3. Anchors. .Anchors are not required with American Struc tural Products sub-puriins Xo. 101. 4. Grout. Grout for end joints of tile shall be composed of the following materials, measured by volume: PROPORTIONS Rolls Seleh Volumo ugir.g plaster (quick-setting)_______ 1.0 1 cu. ft. Expanded vermiculite (vermiculite plastering aggregate).... 0.6 0.6 cu. ft. t"ater (approximate)................. --...... .. 1.0 71; gallons Consistency of grout shall be such that it can be poured, but not so thin that the vermiculite will float. Add water to proride proper consistency. Stir thoroughly to remove all lumps. Dry materials may be mixed in large quantities as desired, but water should be added only to small batches which can be used immediately. 5. Curbs. Kaylo Insulating Roof Tile 2t* inches thick by 18 inches wide by 36 inches long shall be used for curbs wherever shown on plans. Tiles shall be cut on job to height required. .0* 1. Sub-purlins. To receive Kavlo Roof Tile, American Stru tural Products rail sub-purlins Xo. 101 shall be accurate spaced 3'-lU" on centers. Sub-purlins shall be welded to each support with one f.'.h weld, it inch long placed on alternate sides of sub-pur'.m Where joints of sub-purlins do not occur over supports, t.-.e ends shall be welded together. Where e.-.cs of sub-pur;ir.s be: on masonry, they shall be securely anchored to the masonry ; shown on the drawings or with one bolt at each sub-purlin. 2. Koylo Roof Tile. Kaylo Roof Tile shall be spaeed evenly c sub-puriins to proride a minimum end bearing of H inch, w.t that side up which is marked "top." Tile shall be butted tight together at sides. Cut tile to fit at ridges, valleys, parapet, curbs, walls, around vents, pipes, etc. and grout in place. Where necessary to cut standard pieces for fitting, any har. or power saw which will cut the wire mesh is suitable. 3. Grout. Joints at ends of tile over sub-purlins, and at ricge and hips, shall be filled with grout mixed as specified. V-ry.er sub-puriin Xo. 101 is used the stem of the sub-purlir, shall b completely surrounded with grout to proride a key ancherag' against uplift pressure. Grout shall be poured from an open-spout can into joint: until the grout protrudes slightly above the surface of the tile When grout has reached its initial set (few minutes) scraps joints flush with the tile surface. Sweep all loose ar.d excess grout from the roof, leaving the roof deck free from ail foreign, matter. 4. Saddles. VThere concrete (either lightweight or gravel ag gregate) saddles or cants are used over Kaylo Roof Deck, prime surface of tiles which receive saddles, or cants, with asphalt primer (Federal specifications, SS-S-701). Mop primer over top surface of tile using not less than 7.S pounds (one gallon) per one hundred square feet of roof. DESIGN DATA FOR R A11 SUB-PURLIN NO. 101 7- C-1.3JO I Sit* 2-i/a" * 2-3/s'' w* ght U./LF. 3.3 Ib./S.F. of Roof 1.1 Spacing V-l-1/4" On CtM*fl 1* * * In. A .bfi lr-r l. 2 M2 Si-i la. 3 .322 AU.OWAS18 spans for various load conditions ft*Tote! load Spa s.ooo'P*f Sq.h.l f *20,GOO i m\ Dfi* ei f-20.000 f -18,000 Sc.'ttrn Stetct L sc:ifit Slop* * *''' c i lz't\ 32 lb. 22 lb. 9'-6" 8'-<" 9'-0" .232 .338 .370 .279 rN o AJo a 1 r Se*n 49 <b. 37 lb. 7-9'' 7'-2" 7'-2'' 6'*9" 310 .238 .22$ Attvm*d d*od Uod, per tqvor* foot pf roof? Koylo t-'l* end tub-purlin*. ... 6 0 lb. B wilf-vp roofing (ter ofio ................... 6 0 lb. Tcsl c*cd ioed.................... 12.0 lb. Asivmd *n*w food on hr,';on`c( lurfec* pr tqwer* fool of roof: Southern $tei*t od Poclfic Slop* Hi** ioodl. .00 lb. pr << C*ntrol $rcl*t............00 ib. *r ic H. fiocky Msvmci/i ed N . S?c'*j..........37 per e -i. Nerfhwii $* c'ti. , . . 4$ it pef tc * MW| To" * inpwn or* fie? r0*t s*/*9't tub pu,;M rg pc*C f: IP iwt r.eg* c* p-?ch*e ec`> e^o u"t"<e1 spc-. ril IS SPECIFICATIONS,t DESIGN D A T A A MJr '' 0. "j NOTE: The general conditions of the contract are hereby made, by reference, a part o this specification. SCOPE This work consists of furnishing all labor and materials necessary for the installation of Kaylo Roof Tile, including (bent studs) (staple clips) (r.cils), grout and curbs as shown cn the drawings, or as specified herein, or both. 1. Keylo Roof Tile. MATERIALS Roof tile shall be precast and reinforced Kavio P.oof Tile, 2si inches thick by IS inches wide by 3S inches long as made by American Structural Products Company. 1. Anchorcae Materials. (Select one which applies to details used.) ab. Sent Studs (for trussed puriins or standard structural shapes) Sent srucs shall be I'd" x l'.i" X. T. Cent 0. L. E. Studs. (Xot threaded; outside loaded end.) Each stud shall have a suitable ferrule. Studs and ferrules shall be as manufactured by Nelson Stud Welding Corp., or approved equal. c. Xails (for wood framing) Xails for fastening Kavio P.oof Tile to wood framing hers shall be 20d common x 4" long. d. Xails (for Strar.-Steel) Xails for fastening Kaylo Roof Tile to Stran-Stee! shall be u2d common x 3" long. dd. Staples (for Stran-Steel) Staples shall b* -12 ga. (.103) mill galv. steel wire at least 2" long and T wide. 3. Grout. . Grout for end joints of tile shall be composed of the follow ing materials, measured by volume: PROronnoNS Gauging plaster Katie ftetcfr VoJvm (cuick-setting) ________________________ . i.0 1 cu. ft. Expand'd vermiculite (vermiculite plastering aggregate)------- . 0.6 Water (approximate) ....................... .............. . 1.0 0.6 eu. ft. T.4 gal. Consistency of grout shall be such that it can be poured, but .not so thin that the vermiculite will float. Add water to provide proper consistency. Stir thoroughly to remove all lumps. Dry materials may be mixed in large quantities as desired, but water should be added only to small batches which can be used im mediately. XOTE: Reduce water content when using Stran-Steel. (Mini mum quantity, 4 gallons per batch.) 4. Curbs. yi: Insulating P.oof Tile 2!j inches thick by IS inches cy Zi inches long shall be used for curbs wherever shewn ;r. tier.'. Tiles shell be cut on job to height required. INSTALLATION 1. Purlins (or joisls). Purlins or joists shall be furnished and installed by others. They shall be accurately spaced 3'-01a* on centers to receive Kaylo Roof Tile. 2. Kaylo Roof Til*. Kavio Roof Tile shall be spaced on sub-purlins or joists to provide an end bearing of at least Vi inch, with that side up which is marked "top." Tile shall be butted tightiy together at sides. Cut tile to fit at ridges, valleys, parapets, curbs, walls, around vents, pipes, etc., and grout in place. Where necessary to cut standard pieces, any hand or power saw which will cut the wire mesh is suitable. 3. Anchorage. (Select one which applies to details used.) ab. Sent Studs (for trussed purlins or standard structural shapes) Bent Studs shall be securely welded to the top chord of purlins by the Xelson Gun Stud Welder or other approved method. They shall be spaced 9' o. c. and lined up accurately on each purlin, e. Xails (for wood framing) Xails shall be spaced 9* o. c. Two r.ails at each end of tile shall be driven vertically through roof tile and sunk so that heads are flush with top of tile, d. Xails (for Stran-Steel) Xails shall be spaced 3" o. c. and driven into Stran-Steel a minimum of l'i". The heads of the nails shall project above the Stran-Steel a minimum of 1-j'. dd. Staples (for Stran-Steel) Staples shall be spaced 3' on centers and driven into Stran-Stee! a minimum of 1U". Staples shall project above Stran-Steel a minimum of 1H'. 4. Grout. Joints at ends of tile over purlins or joists, and at ridges and hips, shall be filled with grout mixed as specified. The grout shall completely fill the joint over the purlin* s: that t.-e (bent studs) (nails) (stapies) art entirely encased in grout to proride anchorage against uplift pressure. Grout shall be poured from an open-spout can into joints until the grout protrudes slightly above the surface of the tile. When grout has reached its initial set (few minutes) scrape joints flush with the tile surface. Sweep all loose and excess gTout front the roof, leaving the roof deck free from all foreign matter. 5. Saddles. Where concrete (either lightweight or gravel aggregate) saddles or cants are used over Kaylo P.oof Deck, pr.me surface of tiles which receive saddles, or car.ts, w.th aspnclt pr.me: (Federal specifications. SS-S-Thli. Mop primer ever top sur face of tilt using not less than 7.3 pounds (one ga.ior.' per hundred square tee: of roof. HIS Scole 3"r-0" Except cs noted s e -A" = V-0" . ept cs noted j 1 J H i DETAILS FOR STEEP PITCHED ROOFS--SOFTER FRAMING , ---------- accgmpusnea with a power saw or a hand saw. Tile can be cut or gouged with a knife to fit over rivet heaids or other irregular surfaces. The light weight of Kaylo Roof T3e reduces dead load on buildings and saves steeL V^r.>Jr^9' c-n ccsw S^rtaetfurcsB Produces Co., YoEecSo, Ohco K AYLQ ROOF TILE HI INSULATIN6 YALUE .e21 conductivity "K" (Btu.. so. ft./nr./'F./in.)...... ...... 0.C2 C'veraU Heat trar.sf. coef. "U" (Etu./sq. ft./hu./'F./thicknes3) Rc-cf Tile -- built-up roofing_________________ ____ ____ 0.19 Roof tile -- insulation *-r built-up roofing-........... 0.11 RooX tile -r 2' insulation m built-up roofing...... ........ 0.10 *ll-!b. density ILaylo Insulation protect the interior from excessive temperature rise. For fire originating, within the building the limit of endurance i the limit of the supporting steel or the limit of the co.-.structic immediately below the roof deck. era WEIGHT Approximate weight per square foot (lb.)____________ =.: Approximate density (lb. per cu. ft.)20.; Approximate weight per tile (lb.).23. STRENGTH `l-xural strength This table shows the factor of safety and direction of Kaylo Insulating Roof Tile for several uniformly distributed leads. CLEAR SUN-34 INCHES-OEFtECTION FOR l/3M OF SPAN..094S INCHES TOTAL UN.FORM LOAD (LS./SO FT.! *0 45 iO 55 60 factor of safety ultimate ! 1.1 9.9 3.9 6.0 7.4 DEFLECTION (INCHES) .023 .026 .029 .032 025 modulus OF rupture. The average modulus of rupture for ilaylo Roof Tile is 175 lb. per sq. in. modulus of elasticity. The average modulus of elasticity for rlaylo Roof Tile is 160,000 lb. per sq. in. compressive strength. The average compressive strength for alayio Roof Tile is 500 lb. per sq. in. DIMENSIONAL STABILITY DIMENSIONAL CHANGE DUE TO moisture. The linear expansion c Kaylo Roof Tile after repeated cycles of soaking and drying i approximately .04 of 17c. This equals an increase in length fo a standard tile of only fourteen-thousandths of an inch. STRENGTH WHIN wet. The flexural strength of Kaylo Roof Til when soaking wet (after soaking for 10 hours) is approx: mately So9c of its normal strength. RESISTANCE TO DIRECT NAIL WITHDRAWAL (SMOOTH NAILS) Site of Nafl 66 76 16 96 106 126 166 206 306 406 D'0'*1*rinlncfci .113 .113 .131 .131 .1 4E .14E .162 .192 .207 .225 fttmtonc* of Koyio Ioof TiU 20 20 23 23 26 26 21 22 36 40 !Tofot fvH in Lbi. por Inch Pont* trotion). FIRE RESISTAKCE V.aylo Roof Tile is non-combustible. It will resist a typical -uiicirg fine, as defined in the standard A. S. T. M. time.i --^erature curve, for more than one hour. Thus, a fire T:rat:ng on the top sice car. bum off the applied covering fire res.stance of the tile will enable the tile to carry .. -tSuired load for more than or.e hour and at the same time LIGHT REFLECTIVITY Light reflectivity of Kayio Roof Tile is approximately S09c. ,1 proJcts rt ric*1 A1*1 StrMICT-- *............... .... IUIN0I5 GLASS COMPAN 'tv :?: i `tr r.t - * ':no ::i iu 3. o^r - .5 ; s : Z:~ : - < : ~ " s:i ; - jcj sr at# m * s- a owr in 6 .* :e` = * 1 c' .se -er tgb-owri,r. ... 7 - a : t a*3 aei ^ - as1: *or ,/ t* ifc^ocrd i".-e-sen ....................................................................g Cc!'.: c* : r i ;or yje ** wc^ac's .. ................................................................... 9 *-a := afs < .................................: 3 Kaylo Roof Tiles --I.-; v .arry SETS-A NEW STANDARD FOR LIGHTWEIGHT NON-COMBUSTIBLE ROOF CONSTRUCTION Kay!'' Insulating Roof Tile laid on light steel members now makes ava.'-o.e :': the first time a roof deck in which fire pro tection. strurtura. strength and insulation are all provided in a iigr.fveign: all-mineral unit. LI6HTWEI8HT STRUCTURAL UNIT Kaylo Roof Tile is n>t merely a roof insulation. I: is a r6 forced structural uni: designed for a total load of fifty po..per square foot with an adequate ,-afety factor. Its fiexur strorrth is more chan sufficient c typ^.y roof deck rev;-.: meats. Kayl.'i R.i.'t Tile decks weigh approximately six pounds per :cc..:e :'""t. .nc -u.r.g -u?p"rting sub-puriins, or around five pounds 11 the .-ouare foot for the roof tile only. Thu.- .s now poasibie to design a deck made with a non- c--bu.-:.o.e t.le so that the dead load above the main purlins, .nc.au.ru an cxce.le.n: built-up roofing, is about twelve pounds par iiju..re roof area. INSULATES AS IT COVERS This lightweight rof Jt.ck c>"':bi:-.rs -:. r**. * a:*:; *r:h a- thermal insulation in .*ne mater:.;., o.nce 1\..- l'-** P.-- Ts'.c pi'>v:des insulatr-it value equal ..r . ~ . half -}i standard insuaitaA: b->a:d. r.o adu.* r... r*-...t n-'-led usual install..:l'*- A .*pec\;. : ..;r . ir.su...tion over the at.uctu..., .- tru.* -- Cso''9h*, '9d8, American S*< Cs"30* n ,, jA. FI3EPRQ0F K-y!) H7II-? prices i r<r-v srr.r.uird of nre protection for o-.lu ~.* ier.r.c- oy :he A. i. T M- ^... ,-:.\...:y ,.r.\ ::r. per:v.,::.r.^ a :e:".p?:-f-.e ".s* >n .;o- "? .. A..; - : ;rck .i p:r'--"te-i f: pp'au..'U. re^ye:.A,;-.r. :r.e bu.,u.:'.g --1' a per.utl o: lea*: 'He h'1 or. Because o: eor.^rv.v >: itce! .n the iupp`v:;r.r itructure made pussfo.e by a Kaylo :*... f deck: because -t a^n-com- bustibility: because of :ts :r.iu*a:ion value: becuu.-e a' .;ve- load-carrying capacity in relation to the dead load : the deck: ar.u oeca.io it can be erected rapidly: this new ro"f v'-r.^truction rec>!v.me''us .tseif to every architect and engineer who has a r:.a/;r roof construction problem today. FIELO TESTED Kaylo Insulating P.oof Tile has been introduced to the public after several yea: = >; experimental development and pilot plant manufacture by the Owens-Illinois Glass Company. In this ue: e: jum.ent an area of several hundred thousand square feet -..is been incorporated in the construction of Owens-Illinois and .V.r.ev.car. structural Products buildings, and others, including plants, .uboratortes. oifices and warehouses. Much of it has oven ;.n service for several years. GENERAL DESCRIPTION Kaylo Insulating Roof Tile is made in one size only, nominally Jvi x 13 x 36 inches. It is white, or whitish in appearance and . e -:ade entirely of a nor.-com.bustible mineral base which is preutrt.r.ateiy a caA.uw s.licate. or combination of calcium silicates. :r.t , .vh.cn m:r.v:a: f.bers have been incorporated for reinforcing at the time of manufacture. This f.ber-.eir.t' ced mass Is addition.u'.y strengthened by a welded w.;e :::e.-.t p.uced ,r. the tiie at the time it is formed. The unique ceiiuiar structure of Kaylo Ir.euiat.rg .T f T.le maKes possible its re~a: kub e camoir.utton of ir- acterist.cj. Kaylo In.su.at.ng P..,.,f T.le has ce..s so -.e ".vjj.iw .n f:actions of a m:er>r.. ur.u :. -- , .. - r.ui'iavi t.-.ut -oie than fo'. .,f tr.e ti.e ,s .. p. . vnich. together have a total va.l aiea : m.oe tr.... icres per cubic toot of tile! T.le u.n.ts nave a snv.ith ur.der--ui-f.'.L w.th a '.ght eJect. r. factor of approximately SO per cent. SAVES ERECTION COSTS Kaylo insulating roof decks are easier to .-st.-.f than o r-e-- tionai decks--yet they require no re'.-.f uti ....... y -n ds. Workmen like Kaylo Roof Tiie. When American Structural Products sub-purlins are a Kaylo Roof Tiie deck is applied in only three steps-- uy.-g t.le into place, grouting end joints and covering tr.e ue..< -v.tn roofing materials. Kavio Roof Tile can also be used -v.tr. ,:.-.er types of framing. No added, application of roof insulation is necessary j\cep: where special conditions require an ur.usua.ly .-..mit uccee l insulation. In such cases light density Kaylo i.-su at;- a ok form can be mopped in over the Kaylo insulating deck. A - inch thickness, for example, mopped in over u standar-: K_ insulating deck will provide a IT value, or nver-a.1 tiar.s- ,-s -. of approximately 0.10 Btu per hour per suuur" : p-r teg.se difference between inside and outs.de tem.pe: ..:u:es. Kaylo Insulating Roof Tile can be fitted 11 dd-i;:ed -p..c,s at the job-site without special tools. Any saw which \. ' the wires, such as a light power saw. is su.tub.e. K.r ?.. . Tile can be readily chipped or gouged to fit in-.-gula: Because of its light weight and convergent sice. K.i;. ?..- : T:!e is easy to canv to the place where :t :s to be laid 1: r-s been designed as a simple, or.e-n-.ar. tt'.e and v.-.ghs ap proximately d", pounds per t.le ihaving ar. area . : : -r r.r: or.e-half squaie feet). SPECIFICATIONS, \ \* , A. ' *S> r DESIGN DATA AND r.a::. " o ; \`.i :he contract are r.ereoy rr.aae, SCOPE r.r.. r.:sr..:\z Zl\ labor ar.d Ta:er:ali r.eces* )i K-:-. R. .*:* T.le. :nc.ua;ng steel ; .a.Ds ai cr.o^r. on the drawings, or as o- MATERIALS 1. Sub-purlins, .v.e-. -na'.i be Amer.can Structural 2-: : e.'.r-r'i , r.~ . e * e r.. y. - - . r: :ae p a i ?tee: 'vork shall be thoroughly : ... -- a.-t. sca.r ar.<i foreign rr.atter ar.d g'.ver. -pp- -r.eta. protection applied tho: ;ughiy and 2. Kaylo Roof Tile. Roe: tile snail be precast ar.d veinfwrced K.r. ' ?. : 7. - meres thick by Is inches vide by `6 .r.ches v.-.g r.aUT V American jtiuotural Products Company. 3. Anchors. Arc.. :s .ire n-'t required with American Struc- tura. a acts -ub-pu: ;n N'o. i"-. 4. Grout. 7r'u: f i end mints tile shall be composed of the tu.luwmg 'v._:er:c.a. mea.-ured by voiunie: PSOPCHTIONS Roiio &otch Volume augi.rg pl..s:er i nuick-.-ettinz)................ 1.0 1 cu. ft. xpundro v-micuiite I re:--icu.ite plastering aggregate).... 0.6 0.6 cu. ft. \V.i>r i a?p. 'Ximatei .................................. 1.0 7'> gallons C-r.stster.cy >: grout shall be such that it can be poured, but pi: -.1 trim '.rat the vermicaiite will float. Add water to provide proper or^Ortcy. Stir thoroughly to remove all lumps. Dry materials may be mixed in large quantities as desired, but water should be abded_ oniv to smail batches which can be used immediately. 5. Curbs. Kaylo Insulating Roof Tile 25 inches thick by 18 .n ties -.v-.de by ;o inches long shall be used for curbs wherever sr.own on plans. Tiles .hall be cut on job to height required. INSTALLATION 1. Sub-purlins. To .-cer e K_; . ?. ...f 111- a.--- .- tuia, p'. 'Uacts r.o . ,w b->x sub-rui ms .V '."d .r._.. te-.c. .-paces : -1 m rente: s. a-o-pur :r.s sha. be w.-.ueu to eav.r '-pc* : ..tr e ii. .r.ch lor.,- piaceu or. A.:e:-_:e - to "'here ;omts of sub-pur ms do r:.i ;.:a ends sr.a.l be '.ve.a-'i t 'g-q-er. '-V.-.. e on ma.-miy. they ,rall 3e -ecu:- ; it.' : - _. shown >n the dru'v.rgs o' witr. m- p.,,: . ra \ wanner a: each sub-pui.ir.. 2. Kaylo Roof Tile. Kay'o Roof Tile sr... 1 oe -c...-i - sub-puii.ns to provide a minimum era >.1.:-: f ,-v. that side up wmch is marked "top. ' Tile ,-r_.. p- together a: sides. Cut tile to fit a: iicut.-. . p.i curss "a.l.-. around vents, pipe-. ar.d u- -t - p " re:e :iecej;aiy to cut staru..a pi-ce, : . rtt -u. or povcei saw which wni cut tne v.ie me,;'. s-.t^D.e. 3. Grout. Joints at ends of tile net sub-pur ins and a: and hips, shall be Ailed wit.n a: ::::xeu a.- .-p-a.rn.eo. sub-puriin No. li'J is u,ed the stem, of tr.e ,-ub-pur :r. si completely surrounded with great to p: v.ue a k-y arc against uplift pressure. Giout shall be poured from ar. .pe--;p ...- rt until the grout protrudes slightly above ti e -u : t. "'hen grout has reached its initial set if-' m. .-1 joints flush with the tile surface. Sweep a." ,."0 grout from the roof, leaving the roof deck r'.-e :'r ::. a.l : matter. 4. Saddles. Where concrete leither lightweight >r grave: gregatel saddles or cants are used over Kay. . Deck, p: surface of tiles which receive saddles, or carts, -witn jspr primer l Federal specifications. SS-S-'ili. Mop pi:--r ever surface of tile using not less than T.5 pour.us c.nr.e ga-iurj one hundred square feet of roof. tn O C -1.743 -1 I 5... 3 1/4" 2 13/32 1 4 go. M*rgl FOR HOLLOW BOX SUB-PURLIN NO. 102 W eight lb t.F. 3 00 Lb, S F. of Roof 1 00 Spocing 3 -r 0 C*nM '* In. 4 953 1y * In A 584 S*-. in 3 54 1 ALLOWABLE SUNS FOR VARIOUS LOAD CONDITIONS Total Load $DC n * DePe CfiOrt rPer 5q. Ft ) f -20.000 f *11,000 f -20.000 f -18.000 Sovirt**rn S'Ctf* i 93c rc Slooe 32 >b 9-8" 9'-3 " 360 302 Central S'cret 42 ib. 8 -5 8-0" 271 .222 Rpcy ^ogrifc.i N 5 Srz-ti Ncr**i-eii Sfc-et *9 'b 57 -b 7-10" 7-J" 7 3" 6-10" 227 203 .191 1 60 Aisumd d*d lod o*r q. of roof Kaylo til* ad iub>pwf,l>n*.......... 4 0 lb. Bwit-ue Toaflnq (tor and gro**l!................... 4.0 1b Totol dad load...................1 2.0.ib. Aitwmd mow P*' TQ Sowfhtrn SfO**l |ii 'cc9 C-*rai Stafft 8oCy hAOynrgrr-i N i S'c'ei Norrnwetr S*c*ct S4 a W I lead. 3- kor'X3n.0* '50l y a :t' is 22 e pr sa j-' 5 P*' a 45 z z f ` * Spam ihow gf* for ^o 'ooU ***'* wa s.' the f<dg* of pichd fooft o^d ~ oe"2 ` 3 " pj - ? PARAPET SECTION ws muuuii TO *iu VAUfY SECTION PARAPET SECTION sub nnn.ioioiuut ro'*u, 5 SPECIFICATIONS, DESIGN DATA AND N7 7rJ ~ -'1.*. '.c : :re :'>ru:-ct .ire r.eiooy made, by .'si-r.r::.- . r.u.t :* :r.:i .*;jt*t.:r.cu:;on. SCOPE n s:s -I :?r..r.a.'. abor and ir.otn'.-'.n..- -.mees* -'ary : >:* Kay! Ronf T:!e. inaudms; iteei jr*1-: ana curoi as af.own an :he drawings. r as spec:r.ca r.cre.r.. ov both. MATERIALS 1. Sub-purlins. 5:ee! iub-p'j:\.::s r.nI be American Structural s:e--i ru.i sec:.. N'->. 101. S-:-1- e ru *u.~ -r.v'p. a.', 't-i `a^vk .-hai' be :**.vr' ;~hly c ; : . - '"d; sm. .."d f'-ie.rn ratt'T r.r'i ,,-;\en 'te ;-a: : appru'eu :v.et^. protection appiied thciouuniy and ?ven.y. 2. Kaylo Roof Tile. Ronf ::',e shall be precast and reinforced K.. .. \ R 'f TV. !'* .rrhe? thick by :S inches '-vide by Z*z inches .orz as :c\.de by American structural Products Company. 3. Anchors. Anchors are not required with American Struc tural rr--ducts sub-purlins N->. i'l. 4. Grout. Grout for end joints of v/.e shall be composed of the fallowing materials, measured by volume: proportions Rotio Botch Volum. Gauging plaster (quick-setting)............. 1.0 1 cu. ft. Expanded vopmicuiite i vermiculite pia.-tertrg aggregate).... 0.6 n.h cu. ft. Water (approximate)........................................ 1.0 7!- gallons C jr.sl.-terey of grout shall be such that it can be poured, but not so thir. that the vermiculite will J,oat. Add water to provide proper on.-i.-tercy. Stir thoroughly to remove all lumps. Dry materials may be mixed in large quantities as desired, but water -s.-.ould be added only to small batches which can be used immediately. 5. Curbs. Kaylo Insulating Roof Tile 2s. inches thick by 18 inches unde by 16 inches long shall be used for curbs wherever shown on plans. Tiles shall be cut on job to height required. INSTALLATION 1. Sub-purlins. To recetv* Kj;. P. : T a tu:a. 1". ducts rail .-up-pur..r.s No. .! .-r... > spaced . -1 . op. cer.tei s. .vup-pur.irs sr.a.l be welded to each support we.d. C .tier, .org piacrd or a.te."-te s.des : Where .mat* of saa-purl.r.s do rot ec.r "or ,.p er.a- sr....l be we ded t'ct-rther. W-..a -"-i; f . -- . or. o:-."o'.iy. ir.ey -r.,.1. be seca:e.;. r,: v sho'.ir. jr. :ne drawings or w.tr. jr.e a. _t c..:. 2- Kaylo Roof Tile. Kaylo Roof Tile `rail he }r...cq asuo-pu; .ns to pvov de a minimum, era p-ai---,: f that ,-:0e ap which :s minted ":.,p. ' T..e sr.al. a. butt-a together at sides. Cat tile to ht at r.da va. - j parr.ae curas. '.alls, around vents, piper, ^tc. ar.u zr at - a .ce W r.e:e necessary to cut stanumu rwces t o' rtt "c ..r.y or power saw which will cu: tr.e w;;e mesh is suit.a.e. 3. Grout. Joints at ends of ril<? ovr- .un-pur'lns. and nt -t: and hip.-, .-hail be ftiied with gr-ut ,\->d a.- spec -~i. W-- sub-purl in No. l"l is used the at- tn- sub-ui>: .-. sr.a.. completely sunounded with grout to provide a ,<ey ar.cr.ara: against uplift pressure. Grout shail be poured from an open-sp' Ut -an rto - until the grout protrades slightly above the :att'..A : tr.e t When grout has reached its initial set i : w > .-era: joints hush with the tile surface. Sweep a.I - .-! exc grout from the roof, leaving the roof deck free tram, a.l t.re:. matter. 4. Saddles. Where concrete (either liehtweight -r g-r.v-1 a: gregate) saddles or cant, are Ucea over Kaylo Root D-ck. or surface of tiles which leceive saddles, or carts, xit.n a.-p-_ primer (Federal specincations. SS-S-TOi). M"P prim-r >ver t. surface of tile using not less than 7.5 pounds Cone gai.ur. i or one hundred square feet of roof. yDESL6nIjIut for rail sub-purlin NO. 101 1 C -1 330 "il-- Site 2-1/4 , 2-3/8 W'Jqht Lb /L.F. 3.3 lb /S.R. of Roof M Soocnq 3 -1-1/4 On Centers ! In 4 .694 Ivy l. 4 .182 S- in 3 j - AUOWAIl! SPANS FOR VARIOUS LOAD CONDITIONS Total lead Spa n * Defle Ction 'Pe* Sq. ft.) f -20.000 t -18.000 f -20.000 1 - 1 8.000 Sourer* Sfc*s A R;c P"c S'ooe 32 ib. 9'-6" 9-0" 454 .370 Ce-froi Srctet 42 lb 8 -4 ' 7-10 358 .279 Rccy fAogp'C'* A. Sro'ei Ncf'-esr $ r 3* i *9 .b 57 ib. 7 -9 ' 7 -2 7-4 6' 9 310 258 248 208 7 Atiwmtd dad ld, ptr iqwor Eoot Assum'd snow loop j* Of root wr#OCt per $qi.cr* foo* 0( Koylo r>l ond sub-pwr<int. ... 6 0 lb. #wil-yp roofi^q (fpr ond grovel)................ 6.0 lb. Total dod 'ood...................12 0 <b. Souf*'"i S'Qf'i :a 9zc Slco* f,i*' lood1.223 Cefrd S'of't .z Rocfcv wou'-ra'-M :-a N E S'c'ei. 3' 3 North.'tf Stc'ei. 4 ; z Jf' 'C zf i: M*W! 73" *Spon how" are ^or ^Qf '30^1. w^e'e o fhe rid^e of p-ic^ed rooh o<*q y"n^'irca1 Be-; *g :c:.n z 7 SPECIFICATIONS, DESIGN DATA A 'S S'ijTF.. T .- > j;. rriVr::* . .. ''O'.*.. : t.to :-ntrac: ar* lierVoy <r.. SCOPE This v-fic cor.s.sts 'f turn.siting a!! labor and materials necessary : - r r.-.e ir.stj.l ati-m of Karlo Roof Tile, including ibe-r 'tubs, 1 sra? e j::p? i iruilsi. grout and curbs as shown or. '.re :r_ v.-.gs. 'r a= spec.fled '.ere::'., or Doth. 1. Kaylo Roof Tile. MATERIALS R,...f oe nrecust and reinforced Kaylo R,,of Tile. 2'- .acres by IS .aches wde by 2d Irenes Ionas made by Am.er.tan Structural Products Company. 2. Anchorage Materials. Select >r.e 'Inch applies to detaiis used.' ab. Be-: .-buds , for trussed purlins or standard structural sn.'.oes) Bent stucs shai! be I'-s ' x Im S'. T. Cent 0. L. E. Studs. (Not threaded: outside 'oaded er.d.) Each stud shall have a suitab.e f-trule. Studs and ferrules shall be as manufactured by Ne'sor. Stud Welding Corp.. or approved equal. c. Nails i for wood framing) Nails for fastening Kaylo Roof Tile to wood framing members shall be 2nd common x 4" long. d. Nails i tor Stran-Steel) Nails for fastening Kaylo Roof Tile to Stran-Steel shall be I2d common x !' long. dd. Staples 'for Stran-Steel) Staples snail be =12 ga. pIOo) mill gaiv. steel wire at '.east i" long and 1" wide. 3. Grout. Grout for emf joints of tile shall be composed of the follow ing materials, measured by volume: PROPORTIONS Botch Gauging plaster Ratio Volume i quick-setting) .................................................... 1.0 1 cu. ft. Expanded vemiculite (vermicuhte plastering aggregate)........... 0.6 0.6 cu. ft. Water l approximate) ............................................. 1.0 7'j gal. Consistency of grout shail be such that it can be poured, but not so thin that the vermiculite will float. Add water to provide proper consistency. Stir thoroughly to remove all lumps. Dry materials may be mixed in large quantities as desired, but water should be added only to small batches which can be used im mediately. NOTE: Reduce water content when using Stran-Steel. (Mini mum quantity, 4 gallons per batch.) 4. Curbs. Kaylo Insulating Roof Tile 25s inches thick by 18 inches vide by 36 inches long shall be used for curbs wherever shown jn plans. Tiles shall be cut on job to height required. INSTALLATION 1. Purlins (or joists). Purlins ? joists shail ue fu:n:-r.ed and n-ta They snail ae accurately spaced d'-v c >n Kayla Ref Tile. j ---- -- - 2. Kaylo Roof Til*. Ka;.. j Ro-'f T.le shall be spaced m sab-car -s - prov.de i" end bearing f at east t -- which is mar.-ted "top." The siia.l be b-tted - g-- - a- - -- sides. Cat the to S: at nag-s. "a e = par-in--- around vent.-, pipe?, etc., and emu: a ..._* W-ere necessary to cut stand..:a p.e,>., ; :,. saw wn.cn. will cut the .v-re mesh .s s-.taole. 3. Anchorage. (Select me which applies to details used.' ah. Bent Studs (for trussed pur..ns >r 't.:-,:ar-i --tra.-_.-a shapesi Beat Studs shall be securely welded to the t p :h no purlins by the Nelson Gun Stud Welder or 'thmn aaor - method. They shall be spaced 0' o. c. and l.r.ed up accurate on each purlin. c. Nails i for wood framing) Nails shall be spaced 5" o. c. T1-, ".'..ls .it -"a -. tile shall be driven vertically through r"f 'he ..- i = ; that heads are flush with top of tile. d. Nails (for Stran-Steel) Nails shall be spaced 3" o. c. and driven into Strar.-St-- a minimum of 1'* '. The heads of the nails s.n.'l pabove the Stran-Steel a minimum of I1dd. Staples (for Strnn-Steell Staples shall be spaced 3" on centers and driven lot' Stran-Steel a minimum of IV. Staples shall project above Stran-Steel a minimum of IV. 4. Grout. Joints at ends of tile over purlins or joists, and at r.dee = and hips, shall be filled with grout mixed as specified. T'-e grout shall completely fail the joint over the purlins so that (bent studs) (nails) (staples) are entirely encased ,n grout provide anchorage against uplift pressure. Grout shall be poured from an open-spout can l.-.ti until the grout protrudes slightly above the surface 't -he When grout has reached its initial set 'few minutes1 scr.fe joints flush with the tile surface. Sweep all loose a-d ^v.-pv.grout front the roof, leaving the roof deck free from all f re gmatter. 5. Saddles. Where concrete (either lightweight or gravel aggregate' saddles or cants are used over Kaylo Roof Deck. pr:~ e ?u.-:...of tiles which receive saddles, or cants, with nsp-.a t or- -- (Federal specifications. SS-S-p'1!). Mop primer o'er r face of tiie using not less than 7.3 pounds pte gu 1 :: - ret hundred square feet of roof. a 9  / -t-r -- -Scale %"=*!' 0" Except as noted DETAILS FOR STEEP PITCHED ROOFS-RAFTER FRAMING 10 r: :-j j M . I DATA 11 INSJLATiNS VALUE i r.e- -. 2-- r ... t: i- . .n. t rJ- . Dtu. .Mt.hr. -F. KAYLO ROOF TILE pntAci the interior n r.:' Jiicm.itir.f w:ir..:\ :he 3-. - *.r.e ..nit of the support.n;: >:*- r ::: .rr.nieiiiutei}* beiou- :he root -jeoc. - vr-.-r- .......................... R... - 2 .n?. 1 r. -- bu;l:-up ro^r.r.g K..;- I: i.....-r. WEIGHT Approximate neicht per snuare Appr" dens:tv mb. n*r cu. :: Appioxtmate we:;;.".: per :..e t.o.;.. VI i J- STREN5TH flexural strength Th.; table shows :he factor of safety ami def.ectton K.iy Ia.su'...:.ng P.u'.f T.'.e tor several ur.sfortny distributed loads. CLEAR SPAN = 34 INCHES - DEFLECTION FOR 1 /360 OF SPAN * 0443 INCHES TOTAL UNIFORM IOaD 1L8. SQ FT} factor of safety ultimate DEFLECTION 'INCHES) *0 11 1 .023 45 9.9 .026 50 8.9 029 55 8.0 032 60 7 4 035 modulus OF RUPTURE. The average modulus of rupture for Kaylo Roof Tile is 175 lb. per sq. in. mooulus OF elasticity. The average modulus of elasticity for Kaylo Roof Tile is 1*>o.i)00 lb. per sq. in. compressive strength. The average compressive strength for Kuyio Roof T.le :s 5u0 ib. per sq. in. DIMENSIONAL STABILITY DIMENSIONAL CHANGE DUE TO MOISTURE. T/.f : r.*a;* "On-? -f Kaylo Roof Tile after repeated es : j ak'.r.c ami u.y.r.g :s approximately ,0A of !' . This e.-.aa.s -a .r.c:ease .n lea.-.r. fja standard tiie of only fourteer.-th a.-,.ruths of a a .m.h. STRENGTH WHIN wit. The f.exurr.. .:r*-.-r. : K.. ?. f T e when soaking wet (after .-ax.r.L' I'.1 .-..atii s ..pp.n.xi- NAIL-H0LDIN6 POWER RESISTANCI TO OIRtCT NAIL WITHDRAWAL (SMOOTH NAILS) Sill of Noil 6d 74 Id 9d I Od 1 2d 16d 20d 30d 40d Dio motor in Inch** .113 .113 .131 .131 .148 . I 48 .162 .192 207 225 Roaistonco of Koyto Roof Til# 20 20 23 23 26 26 21 32 36 40 Totol RwR in Lbi. per Inch Fono> troffon). FIRE RESISTANCE Kaylo Roof Tile is nor.-combu.-tiblc. It will resist a typical building are. as dehr.ed in the standard A. S. T. M. timetemperature curve, for more than one hour. Thus, a tire originating on the top stde can burn olf the applied covering ar.d the are resistance of the tile will enable the tile to carry its required load tor more than one hour and at the same time LIGHT REFLECTIVITY Lijjht reflectivity of Kaylo Roof Tile .= approximately BO^. Insulatinq American Structural Products Co., Toledo, OHi rjera*tfr KAYLO ROOF TILE details with stran-steel sub-purlins EAYE SECTION Wkii KAKMt RIDGE SECTION EAVE SECTION Harm fumc PARAPET SECTION sol row* futuU to wo. :u.c : - fo" VALLEY SECTION TYPICAL CONSTRUCTION DETAILS PMPET SECTION svsnrj* p-r*ocu> tvr.nz 5'.:::*i2*as: sit* uu .5, 1948 PAGE 2 KAYLO INSULATING ROOF TILE SPECIFICATIONS NOTE: The general conditions of the contract ut btraby made, by i*fe:tnes, a part oi this specification. SCOPE Tbix work consists cf furnishing all labor and malarial* naeessary lor lb* installation oi Kaylo Root Tile, including steal tub-purlins, grout and curb* as shown on tb drawings, cr at jpeoibed barein, or boih. MATERIALS 1_ Sub-purlins, Steel rub-purlias shall bo Stran-Steel joists oi sixes sbowa on tie drawings. Before leaving the shop, all steel work shall bo thoroughly cleaned oi all loooa nut, sill scale and forsigu Better and given one coat oi approved metal protection applied thor oughly and evenly. 2. Kaylo Roof Tile. Hoof tile shall be preeest and rein forced Kaylo Roof Tile, 2lA inches thick by 18 inebee wide by 36 inches Ion? as made by American Structural Products Company. 3. Anchors. Anchors to Stran-Stvel joists shell be 16-gauge galvanised steel drive clips No. 201, as fumiahed by American Structural Products Company. 4. Grout. Grout for end joints of tile shall be composed oi the following materials, measured by volume: Proportions Ratio Batch Velum* Gauging plaster (quick-eetting)_________ 1.0 1 eu. ft. Expanded verciculile (vermicuiite plastering aggregate)____ 0.6 0.6 cu. ft. Water0.5S 4 gallons Consistency of grout shall be such that it can be poured, but not so thin that the vermieuliie will Boat Add water to provide pteper consistency. Stir thoroughly to remove all lumps. Dry materials may be mixed in large quantities as desired, but water should be added only to small batches which can be used immediately. 5. Curbs, Kaylo Insulating Roof Tile 2yi inches thick by 18 inches wide by 36 inches long shall bo used .or curbs wherever shows on plans. Tiles shall be cut on job to height required. INSTALLATION 1. Sub-purlins. To receive Kaylo Roc! Tile, Sticu-Sfeel sub-purlins shall be accurately spaced 3'-0-{" on canters. Suh-pur!in* shall be welded to each ruppert w-.th one Hllet weld, /? inch long placed ca alters* le sides of ribpurlins. Where joints of rib-purlins de cot occur over supports, their ends thell he welded tor f iner. Where eccs o( sub-purlins bear en maionry, they shah be securely anchored to the mercery as shows on the drawings or with cne-ialf inch diameter hook-holt at each sub-purlin built inio the masonry. 2. Kaylo Roof Tilo. Kaylo Roof Tile shall be spaced evenly on rub-purlins to provide a minimum end bearing of H-iach, with that sde up which is marked "inp". Tile -n be batted tightly together at (idea. Cat tile to til at negaa, valleys, parapets, curb*, walls, aroond vesta, pipes, etc., and grout in place. Tiles shall be kept dry while being Laid and before and dosing application oi rooting. Tiles may be eat with a hand saw or power sew where necessary to cut standard pieces. 3- Anchors, finds of tile shall he secured to sub-purlins with two anchors, No. 201, per eighteen-inch tile. Anchors shall be spaced three inches from each edge o{ tile. Drive anchors down tightly to that flanges are practically Bush with lop of Kaylo Roof Tile. 4. Grout. Joints at end el tile over suh-purlins, and at ridges and hips, shall be tilled with grout mixed as rpecubed- Grout shall he poured from a spouted can into joints until the grout protrudes slightly above the surface of the tile. When grout has reached its initial set (lew minutes) sera pa joints flush with the tile surface. Sweep all looee and excess grout from the roof, leaving the roai deck free from til foreign matter. 5, Saddles, Where concrete (either lightweight or grtvtl aggregate) saddles or cents are used over Kaylo Roof Deck, prims surface of tiles which receive saddles, or cants, with asphalt primer (Tedsrsl specifications, SS-S-701). Mop primer over top surface of tile using not Isas than 7.5 pounds (one gallon) pc: one hundred square feet of root DESIGN DATA FOR KAYLO ROOF DECKS KAYLO ROOF TILE Sue.........................................................2K"x IS" *8" Weiekl OI lb. me), Appsae....................<K Ik- pvt a*. A. Seealy. Appsre..................... ................ JO Ik. set ea. ft. Beicfareas.............J"s3~*10 ea. qata. -aided vrira weak Specific Real.................................0.22 kra per lk. pet 1, Av. Kadaiaa at Beprare........................ ISO Ik. per aq. teak Av. Cntkiae Sueeqlk..........................WO lk. per as. leek Av. Med. el DaeOaly......................160,000 lk. per aq. lack Liqkt Befiecaee.............................................Approx. WS% over-all coefficient or heat TRANSMISSION -U" BTU/SO.FT./HOUR/'F Sara TUv............................................................................. 0 Ti# -- Built-up Aaekee..................................................... O-lk Tiia -- 1" Uauiauaa' -r Baill-ep Bootes......................0.13 TJa - 1 yi" laaeJaoea -- Built-up Bookie.................O.lt Tils -- 2" laawauat -f Buill-ap Raciies....................... 0.10 11 lk dase-.tj Kayla lxrvlakOA. STRAN-STEEL SUB-PURLIN Sea j W. ifkl 2- naaqa, ; Lk./LT. 3 X" deep. U44 Lkf./tSl. 16 fa. Spebce Oft law la. 4 1.181 ly-r U.4 .090 Sa-c la. 3 .641 ALLOWABLE SPANS FOR VARIOUS LOAD CONDITIONS S*t6*rm SUia ?6qLcSJf Casual Slates Beak. Haul, aed X. L Stalee XfrrtkwMt Suti Telal Lead fferSe.m 331k. *3 Ik. <tk. 67 Ik. Sfw* 10'4" rr 7'-l0" 41*' _2<" j,re .17" tie eraaa-krabaf aeaerdiae le 5*raa.Sleel apace. Spaaa ake--a ue tar Cal reaSa. Wkera ata^purkaa rua palallei la lk. ndqe at patekee root* aad uasyajsamcal beaeaes ocean, radwea apaa. Aaaucec deed teed; 12 tk. per aq. ft. at real aada ap aa telle--a: Kaylo TUe aad Sub-purlicr.. .6.0 lk. BuJt-ap BaoLes (tar aad cr*t)............... 6.0 tk. Telal dead lead..............12.0 Ik. Aeaaeied tee-- lead ea kcracaia! aartaee: Soutkars 5tataa aa lead) 20 lk. par aq K. Casual Slatea ..........30b.paraq.lt. Lear Moeeta,a aed K. . ala a, ...... 37 lk. par aq 1L Honk--aat Stai#a......... *6 b. pa: aq k. M ae iii. 1 - 20.000 lk. pa: aq leak. St-pL IS, 1S48 KAYLO ROOF TILE DETAILS WITH RAIL SUB-PURLIN No. 101 uucra XiunufWi. >. w m twj< 0 v<t.iUi*OU Cia( co --*oti \ UR. SJWWWI--J - :'i2# i/4'H-wwa -Ajoatnu* / Xix \ \ \ .22 LYE SECTION wa km* RIDGE SECTION EAYE SECTION MumniK PARAPET SECTION SJUUSJII MJUUR10 MIL solx i <"-rr YALLEY SECTION PARAPET SECTION l W 1WW5I5WI TO mu at rvna s:: r:t v.: ;xc,c o: ;>u ft* 1:2 Issued Sept. 15, IMS PAGE 2 KAYLO INSULATING ROOF TILE SPECIFICATIONS NOT: The general conditions oi the contract are hereby mace, by reference, * pert of tbit rpeafiesfcoa. SCOPE Tbit work ccirisil o! furTithirg ell labor and meteriaij aacesstry !o: tb* mstalltrioa oi Kaylo Boo! Tile, including rteel lujvnnr1;-. r-out ud eurbi u shown on the drawings, or ts speeded harem, or both. MATERIALS 1. Sub-purlins. Steel rob-purlins shell be American Struc ture! Products reil section* No. 101. Before leaving the shop, ell cteel work shell be thoroughly cleaned oi ell loose nut, w'lt soele ead foreign setter end given oae cost oi approved aetel protectioa applied thoroughly ud evenly. 2. Keyla Roof Tile. Bool hie shell be precast ead reinforced Kaylo fioof Tile, 2H iaches thick by 18 iaehe* wide by 36 inches long es made by American Sfroetural Products Cos- f*uir. 3. Anchors. Aachore ere not required with Aaericea Structural Products sub-purlias No. 101. 4. Grout. Grout ior ead joints oi hie shell be composed oi the following seter.els, measured by volume: PROPORTION* Rails Catch Velum# Gauging plaster (qinek-eetting)........... Expanded vemieulite (varmieulite plastering aggregate). . Veter (epproadsete)............................. 1.0 0.6 1.0 1 eu. it. 0.6 cu. ft 7H gsilons Consistency of grout shell be such that it cea be poured, but aot so thin that the renaiculite will float Add water to provide proper coasistcacy. Stir thoroughly to remove ell lumps. Dry materials say be sized in large quantities as desired, bul water should be added only to small batches which can be used immediately. 5. Curbs. Kaylo Insulating Roof Tile 2if inches thick by 13 inches wide by 36 iaches loag shall be used ior curbs wherever shown on plans. Tiles shall he cut oa job to height required. INSTALLATION 1. Sub-purlins. To receive Kaylo Roo! Tile, fntr.cu Structural Products rail sub-purlins He. IT! chall he accurately spaced 3'-l !4" on canlars. Sub-purlins `.call be welded to each support with cat hllat weld, inch ioog placed ca alternate sides oi sub-purlins. Where joints oi >_o-puriin* do aot occur over rupperts, their ads shall be warded together. Where ends cl sub-purlias bear oa masonry, they shall be securely anchored to the masonry as shown oa the drawings or with one bolt at each sub-purlin.. 2. Kaylo Roof Tile. Kaylo Root Tile shall be spaced evenly oa sub-purlias to provide a minimus ead bearing oi yj inch, with that side up which is marked "top." Tile shall he butted tightly together at sides. Cut tile to fit at r.dgea, vallays, parapets, curb*, walls, around vents, pipes, etc. and grout in place. . Where necessary to cut standard pieces (or fitting, any hand or power saw which will cut the wire mash is tuilahie. 3. Grout. loiats at eads of tils ovtr tub-purlins, and at ridges and hips, shsll he tilled with grout mired as specified. Where sub-purlin No. 101 is used the stem oi the sub-purlin shall be completely surrounded with grout to provide a kay anchorage against uplift pressure. Grout shall be poured from an opea-spout can into joints ggdl the grout protrudes slightly sieve the surface of the tile. When grout has retched its initial set (few minutea) scrape joints flush with the tile surface. Sweep all loose and axetss grout from the roof, leaving the roof deck free from ell foreign mailer. 4. Saddles. Where concrete (either lightweight or grave) aggregate) saddles or easts are used over Kaylo Roof Deck, prime Sr::*--* oi hies which receive saddles, or cents, with asphalt T.'-mer (federal specifications, SS-5-701). Hop prist: ?' :t top surface of hie ruing aot leas than 7.5 ponads (oae gaiioa) per oae hundred square feet of roof. DESIGN DATA FOR KAYLO ROOF DECKS KAYLO ROOF TILE Su..............................................aw'iir* 9*" WatqbL Q3 lb. til*) appi**... ...................... 5 lb. pot ft. 0*faAty, ............................3X5 lb# par e*. ft. JUiaionaap.,........... ft. pala. watdad wtr* mmk Spaa&e kaai...................................... 022 It* pat lb. pat *T. At. aoduliu ml raptmra........... 175 lb. pat q. lack A*. eruakUg iftaaptb...........................500 2b. pat *. lack Aa. sod. ai a)oafr....................... 250,000 lb. par aq. lack Lifta taflatfSia*..................................................-tppras. 009% OVER-ALL COEFFICIENT OF HEAT TRANSMISSION ftTU/SQ.FT./HOU*/*F Bara l*Ja .............................................................. .............. 0.20 ?Ja baJtup raahsp................................................... 019 Tu -- l'*" us*iJ9ea* * buill-up reokap .............. 0.11 Tu -- 2" laau.'ane* -- bvuif'Up roohatf....................... 0 30 *2.' .'i oaary K*yim *aa^*boa. Siaa 2^"uvr RAIL SUB-PURLIN NO. 101 Waiqkt Spaa U-t Iol 4 lp*r la 4 i Lbu./U. Ib./SJ. mi M 1.1 i a vr O* Caaiar* .182 la 9 J32 ALLOWABLE SPANS FOB VARIOUS LOAO CONDITIONS TwJLe.4 Spaa* 1 DaOactaa (Per So. n.) 1 - 20,000 | 1-28.000 1 (-20.000 | f-28.000 Saatkat* Stataa k BaeiHa Slop# Castro) Statao 331k. 43 1b. '4" 1-4" *4" r-io" AU JR J70 jn Saekr Maaalaia IH.L Sutat *9 lb. 7MM 7-4" J10 .344 Kafttaad Stataa 57 lb. 7**2" ! *-' -2Si roota aad saM-oswameai kanciM occur*. raduoa ipo. Aitwaad daad load, pas aquara foot ai Aatvatad taa-- load os. terjestaJ *\r!*ea par aqvata faat at raoi Kayla til* tad tu^purla* . .. 4 C lb. Buill-up rookaq (us aid vrv2) . ...........4 0 lb. Total daad load..........................12.0 lb. Sowibata $ia* aad >*clt Slepa flj*a load) ... 2? Ik par *q ft. Crstsal Sut+t .. . . . . X It par #q. tl. F-.actv Wouataior asd N 2. $! 3?lb. par (L Sentwart Siaaf <! Is. par aq h. k.S1L01 KAYLO ROOF TILE -DETAILS WITH TRUSSED PURLINS Bufletia R-l:4 Issued July 1.194$ PAGE 2 KAYLO INSULATING ROOF TILE SPECIFICATIONS NOTE: Th* general eendiiion* oi th* contract are hereby cad*, by reference, * part oi tbit specncatioa. SCOPE Tbit week consists oi furnishing all labor and metsrials necessary for tbt installation oi Kaylo Roof Til*, including bent studs, grout and curb* at ibown on tb* drawing!, or at speeded herein, or both. MATERIALS 1. Bent Studs _ Bent Studs abail be IX" * IX" K.T. Bnl O.UL Stud*. (Not threaded; outside loaded end). Eecb stud abail bare a suitable ferrule. Studj and ferrules abail be at manufactur ed by Nelton Stud Welding Corp., or approved equal. 2. Kaylo Roof Tile Roof tile abail be precast and reinforced Kaylo Roof Tile, 2X inobet thick by 18 incbei wide by 38 inches bag at mad* by American Structural Products Company. 3. Grout Grout for and joints of til* shall b* composed of th* follow ing materials, measured by volume: Proportions Ratio Gauging plaster (quick-Mtung).................................. 1.0 Batch Volume 2 cm ft. Expanded vemicuiit* (vcrmieuht* plastering aggregate). 0.6 0.6 cm ft Water (approximate)............................. 1.0 7X7*1- Consistency of grout shall b* ruch that ft can be poured, but not to thin that th* vermieulite will float Add water to provide proper consistency. Stir thoroughly to remove all lump*. Dry materials may he mixed in large quantities at desired, but water should be added only to small batches which can ha used immsdiately. 4. Curbs Kaylo Insulating Roof Tils 2X inches thick by 18 inches wide by 38 inches long shall be used for curbs wherever shown on plans.' Tiles shall be cut on job to height required. INSTALLATION 1. Trus^-d Purlim Trussed Purlins shall be furnished and installed by others. They shall be accurately spaced 3`-0X" on centers to receive Kaylo Roof Til*. Trussed purlins shall be adequately braced to prevent lateral deflection. The ends of trisssed purlins n bar* bearing of at least 4 inches on masonry or concrete and 2X inches on steel supports and each purlin b)t be securely anchored to its support. 2. Bent Studs Bent Studs shall he securely welded to the top chord of pushes by the Kelson Gun Stud Welder or other approved method. They shall he spaced 9" o.c. and lined np ac curately on each purlin. i. Keyto Roof Til* Kayb Roof Til* shall be spaced on purlins to provide an enc bearing of sf least X inch, with that side up which is srk*d "lop". Til# shall he hutted tightly together at cbts. Cut tie to fit at ridges, valleys, parapets, curb*, walls, around vents, pipes, etc., and grout in place. Where necessary to cut standard pieces, any band or power saw which will cut the wire mesh is suitable. 4. Grout Joints at ends of tie over bussed purlins, and at ridges and hips, shall be tiled with grout mixed as specified. The grout shall completely til th* joint over th* purlins so that the bent studs are entirely encased in grout to provide anchorage against spliit pressure. Grout shall be poured from tn open-spout can into joists until ths grout protrudes slightly above the suriace oi th* tl*. When grout has reached its initial set (few minutes) scrap* joints flush with (he hi* surface. Sweep all loose and excess grout from th* roof, leaving th* roof deck free bom all foreign matter. 5. Saddles Where concrete (either lightweight or gravel aggregate) saddles or casts are used over Kaylo Roof Deck, prime surface of tiles which receive saddles, or casts, with asphalt primer (federal spediicationa, SS-S-701). Mop primer over top surface of til* using not less than 7.5 pounds (os* gallon) per hundred aquas* feet of roof. DESIGN DATA FOR KAYLO ROOF TILE PHYSICAL CHARACTERISTICS Sire................................. 2X"xl8*'z38" Weight, (23 lb. til*) Approx.. .. 5 lb. per sq. ft Density, approx............ 20X lb. per cm ft. Reinforcing 3"x3"xl0 ga.galv. welded wire mesh Specific heat.................0.22 Btn per lb. per *7. Av. modulus of rupture 175 lb. per aq. inch Av. enuring strength .500 lb. per sq. inch Av. sod. of elasticity. . .160,000 lb. per sq. inch Light reflection............. approx. 80% OVER-ALL COEF. OF HEAT TRANS. Bar* die......................................................... 0.20 Til* + built-up roofing............................... 0.19 Til# + V/i" insulation* -f- built-up roofing' 0.11 Til* -f 2" irxulatien -f built-up roofing. . 0.10 *11 lb. density Kaylo Insulation. "U" BTU/SQ. FT./HOUR/!F. FOR TRUSS SPANS, SEE TRUSS MFR'S SPECIFICATIONS Iu'-C July 1, 1946 ?AGZ 1 A -rrtrrr `Umvm < OvtMt.luii.Oil cut* CO SEC REVERSE SIDE FOR SfCCirlCUlO*! IkO SITS Bulletin R-l:5 Issued July 1, 1948 PAGE 2 KAYLO INSULATING ROOF TILE SPECIFICATIONS N'C.r.: The general conditions of the contract tie hereby made, by telerencs, a pert of this specification. SCOPE This wo:k consists of furnishing all labor and materials necessary for the installation of Kayla Roof Til*, including culs. grout and curbs aa scows on tie drawing!, or aa ipeofied herein, or both. INSTALLATION 1. Wood Purlins or Joists Wood purlins shall he furnished and installed by others. They shall be accurately spaced 3'-0H" on centers tc receive Keylo Roof Tile. Wood purlins ahall be adequately braced to prevent lateral deflection. MATERIALS 1. Kxy/o Roof Tile Roof die ihell be precast and reinforced Kaylo Roof Tile, 2ii iacbea thick by 18 iscbea wide by 38 incbea long aa made by American Structural Products Company. 2. Grout Grout for end joints of life abail be eompoeed of the followmg maierlala, meaaured by eoluane: Gauging plaster (guick-sefhng)................................ Proportiosa Ratio Batch Volume 1.0 1 cu. ft. Expanded vemiculile (vemieuiite plastering aggregate) 0.6 0.6 cu. ft. Water (approcmate)............................. 1.0 7 H 9*1- Consiatcccy of grout ahall be aueh that it can be poured, but not to thin that the vermiculite will float Add water to ptov.de proper consistency. Stir thoroughly to remora all lumps. Dry materials may be mixed in large quantities as cehred, but water should be added only to email batches which can he used immediately. 3. Curbs JCeylo Insulating Roof Tile 2)4 inches thick by 18 inches wide by 36 inches long shall be used for curbs whererer shows on plana. Tiles shall be cut on job to height required. 2. Kayla Roof Tile Kayio Roof Tile ahall be spaced on purlins to prer.it an end hearing of at least J4 inch, w-.th that aide up which is marked "top". Tile ahall be batted bghtly together at odea. _ Cni tile to fit at ridges, valleys, parapets, curbs, walla, around ~ vents, pipes, etc., and grout in place. Where necessery to cut standard pieces, any hand or power saw which will cat the wire mesh is suitable. Secure each tile to wood joists with two ntils si aach bearing. Kails shall be 20d z 4" long and spaced approxi mately 9" o.c. Drive nail heads flush with surface of tie. 3. Grout foists at ends of tie, at ridges and hips, and where ahown os the drawing shall he hlled with grout mixed as speeined. The grout shall completely til the joints. Grout shall be poured from an open-spout can into joints until tha grout protrudes slightly above the surface of the tie. When grout has reached its initial sat (few misctes) I crap* joints flush with the hie surface. Sweep all loose and excess gTOUt bom the roof, leering the roof deck bee from all foreign matter. 4. Saddles Where concrete (either lightweight or gravel aggregate) saddles or cants are used over Keylo Roof Deck, prims rcrtaoe of hies which receive saddles, or cants, with asphalt primer (Federal speciftentjecs, SS-S-701). Mop primer over top surface of hie using not leu then 7.S pounds (one gallon) per hundred square feet of roof. DESIGN DATA FOR KAYLO ROOF TILE PHYSICAL CHARACTERISTICS Sise....................................2)4" x 18"* 36" Weight (23 lb. tile) Approx................. 5 Eb. per sq. ft. Density, approx............... 20)4 lb. per cn. fL Reinforcing 3"x3"xl0 ga. galv. welded wire math Specific heat.................... C.22 Btu per lb. per *7. Av. modulus of rupture.. 17S lb. per sq. inch Av. crushing strength . . 500 lb. per sq. inch Av. mod- of elasticity.... 160,000 lb. per sq. inch Ugh! reflection................appro*. 80S OVER-ALL COEF. OF HEAT TRANS, Bare hie......................................................... 0.20 Tie + built-up roofing................................ 0.19 Tile + 1)4" insulation* + built-up roofing 0.11 Tile +2" insulation -f built-up roofing ... 0.10 *11 lb. density Ksylo Insulation. "IT BTU/SQ. FT./HOUR/*F. jiufC ?ALj 1 1, 1948 KAYLO ROOFT1LE details standaro structural shapes <=l<=.~'e 3 llsAlLli S2r-523S2 SECTION THROUGH JOINT WOOD UlLtt uno ioof nu EAYE SECTION MUKMK SHOWING BCAMS 4kH0 JOISTS , fBAMC JOISTS LEVEL WITH BUMS 0* SLIGHTLY ABOVE BEAMS CtOCT ZH'rlt'tX* WOQC IMUI RIDGE SECTION 1 nu-- i fea -si EAYE SECTION mnninuit PARAPET SECTION :*jb rjuR PAWiin to **u syiI-yV-.ro* VALLEY SECTION TYPICAL DETAILS PARAPET SECTION W* KtLtk TO HU, m *[viBK Sfoc ic* ptsnyiiofts wo yu Bulletin R-l:6 blued July 1. 1948 PASZ 2 KAYLO INSULATING ROOF TILE SPECIFICATIONS NOTE: Tie general conditions ol tie contract ere hereby cede, by reference, e pert oi tin ipeeihnaaoa. SCOPE Tile wa:k conmsts of furnishing ell labor end ceterieli necesitry for tie mrtalleSoa ol Kaylo Roof Tile, including bent rruds, grout end ccrbi u thown on tie drawings, or el ipecired herein, or both. 1. Bent Studs MATERIALS Bent Studs lieQ be 1H" 1 1W N.T. Beni OXX Slade. (Ko! threaded; outride iceded end). Each etad eiell iere e ruiteble ferrule. Slade end ferrulei <iell be u mi ogledared by b'eiion Stud Welding Ccrp., or approved equaL 2. Knylo Roof Tile Roof die ebell be preceit end reinforced Kaylo Roof Tile, 2l-( inciei ti:ck by 18 inciei wide by 36 inciei long ee cede by Acerieen Structural Procuctj Company. 3. Grout Grout for end jointe of tile ibell be composed of tie fallow* ing cereriels. oeeeuxed by volume: Proportions Belch Redo Volume Gauging plaster (quick-ietting)..................................... 1.0 1 cu. ft. Erptnced vermiculite (vermicuhte pleetehng aggregate) . 0.6 0.6 ea. ft. Water (approximate)............. ............... 1.0 7)-4 gaL Consistency of groat shall be each that it can be poured, but aot so tbia that tbe vemieulil# will Cost Add water to provide proper consistency. Stir thoroughly to remove ell lumps. Dry materials may be sized in large quantities as fleered, but water should be added only to small batches which can be used immediately. 4. Curbs Kaylo Insulating Roof Tile 2J-f inches thick by 18 inches wide by 36 inches long shall be used lor curbs wherever shown on plans'. Tiles shall be cut on job to height required. INSTALLATION L Structure? Framework Structural Purlins shall be furnished and installed by others. They shall be accurately spaced 3'-0)-" on centers to receive Kaylo Roof Tile. 2. Bent Studs Beni Studs shall be securely welded to the top chord of purlins by tbe Kelson Gun Srud Welder or other approved method. Taey shall be spaced 9" o.e. end lined up ac curately on each purlin. 3. Kaylo Roof Til* Kaylo Roof Tile shall be spaced on purlins to provide an end bearing of at least H inch, with that side up which is market "top". Tile shall be butted tightly together.at aides. Cot tile to tit at ridges, valleys, parapets, curbs, walla, around vents, piper, etc., and grout in place. Where necessary to cot standard pieces, any hand or power saw which will cut the wire mesh is suitable. 4. Grout joints at ends of tile, at ridges and hips, and where shown on the crewing shall be filled with grout -*--'t as specified. Toe grout shall completely fill the joints so that the bent rtnds are entirely encased in grout to provide anchorage against opbft pressure. Grcut shall be poured from an open-spout can into joints until the grout protrudes slightly above the surface of th* tile. When, grout has reached its initial set (few cinates) scrape joints flush with the tile surface. Sweep all loose and eaeeaa grout bom the roof, leaving the roof deck bee boa all foreign matter. S. Saddle* Where concrete (either lightweight or gravel aggregate) saddles or cants are used over Kaylo Roof Deck, prise turiaoe of tiles which receive saddles, or cants, with asphalt primer {Federal specifications, SS-S-701). Mop prises over top surface of tile using not lees then 7.5 pounds (one gallon) per hundred square feet of roof. DESIGN DATA FOR KAYLO ROOF TILE PHYSICAL CHARACTERISTICS Six#.......................................... . 2H"xl8"x36" Weight (23 lb. tile) Approx................. . S lb. per sq. ft. Density, approx............... .20H Us. per cu. ft Reixiorcixg 3"x3"xl0 $*.. 94IT. wld*c wi &*& Specific heat....................... .0.22 Btu per lb. per *F. At. modulus of rupture. . 17S lb. per sq. inch At. crushing stength . . S00 lb. per sq. inch At. sod. c? laxticity. . 160,000 !h. per sq. inch Li^ht rfi*ction............... apprea. 80 OVER-ALL COEF. OF HEAT TRANS. Bare tile............................................................. 0.20 Tile -- built-up roofing................................... 0.19 T>1* + 1 }`i" insulation* -+ built-up rooing 0.11 Til# -r 2" insulation -- built-up roofing .. 0.10 *11 lb. oaaaity Kaylo Insulation. "U" BTU/SQ. FT./HOUR/'F. FOR TRUSS SPANS, SEE TRUSS MFR'S SPECIFICATIONS |<>f K n y lo p ro d m I m n il o v e r (In* w o rld Ini** f ilr r . id v i `m jIIi`>|h*<I ^ -l l u 'i r m i|H %ri( rilv in n wid* v m iH v o f i i i ( U I ic m n r I m-imj' i fd < 'V < d n |H 'd n f. 11110 m m ...... , I m l 11 l . \ I l u n t f i I l l i i i o i i m im I v iiiio h m in n t it > r n r ( u r r r n w h o u n d o * f n I i nf*d p io d m f H A l f r r lo n d io jt l l i i n l i o o k l H . lu*w tM***i iiih v h 0 1 f o v o n W v T K A Y L O M A T E R IA ! IS y-naracfer/sf/cs d / . ^ y P i C A LC IU M S ILIC A T E l ODUCTS BY O W E N S -IL L IN t. I 4 K A Y L O /<2m/hafe</7^/?e/<: KAYLO /7 re < /o o rc 04 - > f I i :: BUILDING AN D INSULA IIN G PRODUCIS V. ~ >. s 0 a S e w M M 0 3 M 0 s I M s 0 * O sountl nishuncr rclulionshij>s. s r. c- o z zz~ ~ ~ /. r. T.r. ?. r. -T a tfl 0 3 n ir it li/ o I (/(mils i i i /iI s e rru rs m /u n c d In m u it business hi, f: y- ty* 3--V. I Ci 2 ? 5" = 5 Js2 ill.i .1 illui m mm mmmt?T .= = -54? I'iills 3- :^ ?*- V. :!I- l*il I .2 I! 1 = r " s' 2??2'i 5 -= *l-i5 |1134121111 11 Nil! illil i liii * * % <?* Wl > r Cl te 9 v> 0 w M b 0 s 0 w e *s* nto III' , c a rto n s "S' 5 a, a a^ v: >- < & s o u w V) < Oi (A tn n o e e a.ui o So 0 oo (S u s 3 <s> di) ^4 e SCHIFF HARDIN &l .AITE A Pmsfico Including Pro(ional Coroofsuons 7200 Sears Tower, Chicago, Illinois 60606-6473 Telephone (312) 876-1000 Facsimile (312) 258-5600 Matthew J. Fischer (312) 258-5591 August 19, 1996 Chicago Washington New York Peoria Merrillville James Wylder James Walker, Ltd. 207 West Jefferson P.O. Box 3455 Bloomington, IL 61702-3455 Re: Keilhack. No. 92 L 212 Dear Jim: I have enclosed Owens-Illinois, Inc.'s Amended and Supplemental Answers to Plaintiffs' First Set of Interrogatories and Owens-Illinois' Amended and Supplemental Responses to Plaintiffs First Request for Discovery. In addition, I have enclosed some documents that are referenced in the Answers and Responses. These documents include a list of all the asbestos-related lawsuits filed against Owens-Illinois prior to January 1, 1980, two descriptions of the position of "medical director" at Owens-Illinois, a summary of the sworn testimony given by Steven M. Ayres, M.D. on behalf of Owens-Illinois, and lists of all the officers and directors of Owens-Illinois since 1935. The list of last known addresses for these individuals is still being compiled and will be sent to you as soon as it is completed. As I am sure you will appreciate, many Owens-Illinois employees and outside counsel have spent considerable time and effort preparing these responses and we have made a concerted attempt to comply with Judge Witte's Order. If, upon examining our responses, you feel that more or different information is called for, please let Joe O'Hara or me know so that we can discuss your concerns. AUG 2 2 1996 ^ 3Ltm f HAUL) IN & VH TE James Wylder August 19, 1996 Page 2 Lastly, Owens-Illinois has offered to make certain documents available for your review upon request. This option is offered primarily in situations where we believe you already possess the documents in question or where the documents are not readily available. If you would like to review these documents, please let me know and I will make the necessary arrangements. Sincerely, MJF/vib Enclosures latthew J. Fischer 003:68339.1 08.19.96 16.30