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Jul 22 04 03: 22p Mike Lange 218-346-7346 p. 4 07/22/04 14:09.FAX 2489025 PLASTI-FAB rib 004 Page 2 of 12 NER320 Openings(headers and supporting framing)are accent- 6.6 Structural calculations and allowable bad tables, pushed by conventional framing methods and are not prepared by Steven Winter Associates,.Inc.,signed evaluated by this report. and sealed by George Thomas Bible,P.E.R.A. Allowable loads for the panels we set forth in the tables at 6.7 Manufacturer's published allowable load tables dated the end of this report September 9,1999. • 3A Fhe Resistance 6.8 Report entitled Congestive Tests for NES Quafr6ca- Floodosiing,roof and waR hes'constructed using tion of New Adhere and New Bead Applicator. Insuispan structural inspanelscan provide fire Report-No. Cl 59908 prepared by Cl Professional resistance ratings per E119.One floodeeiling and Services. Inc..dated May 29, 1999, signed by Ter- roof/cell-ung assembly and one wall assembly have been ence J.Cavanagh. evaluated by this report 6.9 Engineering report on analysis of results of-comma- Floor assembles and roof/c0Inng assemblies required to tive tests concerning gratification of new adhesive and have a Tire resistance ratings per ASTM E119 of ONE new bead applicator,prepared byTJCand Associates, HOUR shall meet the-• • requirements of Figure Inc.,TJCAA Project No.19920,dated May 24, 1999, 2. Wall assemblies requi :.. to have a fee resistance signed and sealed by Terence Cavanagh. ratings per ASTM E119 of ONE HOUR than meet the construction requirements • Figure 3. 6.10 Letter and supporting calculations concerning per- • centage of allowable load present in walls tested for tire resistance,prepared by PFS Corporation,dated 4.0 INSTALLATION May 9.2000:signed by James A.Rottman,P,E. When required by the app f • Code.each structure bust 6.11 Letters clarifying issues related to fire testing of the using I nsuispan Stnuctu - Insulated Panels shall be floor-ceiling'may. prepared by Southwest Re• -designed by a registered - •• -- or engineer and draw- search Institute.dated August 21.2000 and October 9, ings must be provided wh bear their registered stamp 2000. Wired by Andre Garabedian and Alex B. orseal when applying contain bra. '.•ing permit,Such drawings WenzeL specific Ywith regard to connec- tions.erection,and initiate • of the panels and shall be 6.12 Letter discussing fire performance of UL 1258 fire available at all times on the job site during installation. tests (general lire behavior and spline options). prepared by PFS Corporation.dated June 23,2000, 5.0 IDENTIFICATION I signed by Michael J.Slifka,P.E. Al Insulspan Structural I ted Panels shall be identified 7,0 CONDITIONS OF USE •• • by a stamp indicating the pa type.NER-520,the menu- tacturersnarne and/or• aridthe PFS Corporation The ICC-ES Subcommittee for the National Evaluation logo. . ! Service funs that lnsulspaan Strectural Insulated Panels as described In this report comply vial or are boilable altema- 6.0 EVIDENCE SUBMRTED lives to the 2000 International Brakling Code"the 2000 rwol manual. international Residential Code. the 2002 AccumrA ve 6.1 Manufacturers quality to Supplement to the international Codes , the BOCA 6.2 Manufacturer's instil ion Guide National Building Cadet 999.the 1999 Standard Building 6.3 Report of leers con In accordance with ASTM Com and the 1997 Uniform Building Code'"'.subject to the blowing E72,prepared by PFS ration: s' •Report t tIPFS 84-11 .signed by-Edwin 5ehaffer, 7.1 The Insulspan Structural Insulated Panels are tabri- Ph.eOP.E. sated and erected b comply with this report.Design loads anal be determined In accordance with the •Report#PFS 86-50. geed by Edwin Schaffer.Ph. appy code and loadings on the panels shall not O..P.E exceed the allowable loads noted in the allowable •ARepert refs 91-32, signed ned by Ronald H.Reindl, load tables a t the end of this report.M o •for plastered casingslore .the load deflection shall be limbed to 11360th of the span. • Report 1/PFS 84-17. - ed by Edwin Hodgson and 7.2 Design calculations and deeds for specific applise- Ratph L Tann,P.E. tions using Inaulspan Structural Insulated Panels shell •Report#PFS 99-37, ' ned by James A.Rothman, be furnished to the code official verifying compliance • • P.E. with this report and the applicable code.The indivld- 6.4 Report of reefs cord din accordance with ASTM ual preparing such documents shall posses the E119: necessary credentials regarding aompetenry and qualifications as required by the applicable code and •prepared by South Research Institute,SWRI the professional registration laws of the state where Project No.01 '•- •-,•'.dated June 1985.signed the construction is under taken. by Nigel R.Stamp, -->J.Beitel.and-Dr.Gordon 7.3 Panels having core thidateeses of greater than 5 is E.Hartzell. inches(139.7 mm)shall have 7Ms inch(11.1 mm)thick , •prepared by South Research Institute,SwR1 skins only and are limited to roof applications only. Project No.01-2305.13111,dated June 1999.signed 7Aline scopelimited to an evaluation of by AndreGarabedian and AlexB.Wenzel. the structural capacity of the panels and the fire 65 Report of tests conducted in accordance with UL resistance rating of assemblies using the panels. 1256, prepared byResearch Institute. Panel connection and other issues concerning the SwRI Project No.01- 3,dated June 23,1999, panel's incorporation into the structural system of a signed by Anthony L uoeda and Alex B.Wenzel building are not within the scope of this report