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, Page 5 of 6 NER-604 6.11 Test data for noncombustible use of EIFS was 7.1 Design calculations and details for specific submitted for the following companies and products: applications are required in accordance with section 6.11.1 W.R.Bonsal Company,Flex Surewall System EIFS 4.3 of this report. as described in SBCCI PST&ESI Evaluation Report #9560B and BOCA ES Research Report#98-47. 7.2 The Reward Wall Systems0 forms shall be 6.11.2 RETRO TEK Soft Coat System PB and Hard Coat separated from the interior of the building with an System PM EIFS as described in SBCCI PST&ESI approved 15 minute thermal barrier,except for crawl Evaluation Report#96386 and BOCA ES Research space construction as described in section 4.2 of Report#97-28. this report. 6.11.3 Dryvit Systems, Inc.,Outsulation System as described in SBCCI PST& ESI Evaluation Report Penetrations of the 15 minute thermal barriers for #94176A and BOCA ES Research Report#96-38- electrical outlets and device boxes are limited to p� steel boxes not exceeding 16 sq. in(0.010 m2)and 6.11.4 Senergy Inc.,Senerflex EIFS as described in SBCCI total openings of 100 sq. in. (0.06 m2)for any 100 PST&ESI Evaluation Report#9630A and BOCA ES sq.ft. (9 m2)of wall area. The steel boxes shall be Research Report#97-86. installed with steel cover and face plates. 6.11.5 Sto Corp.,Sto EIF Classic System Class PB system as described in SBCCI PST&ESI Evaluation Report Penetrations of the 15 minute thermal barriers for #94150C and BOCA IES Research Report#97-14. piping,conduit,and ducts is limited to steel pipes or 6.11.6 Sonneborn/ChemRex Inc., Sonneborn Flex Wall steel sleeves encasing non-metallic pipe and Stucco System EIFS as described in SBCCI PST& conduit and steel ducts. ESI Evaluation Report#2028. Documentation shall be submitted to the code 6.11.7 W.R. Bonsal Company,One Coat Stucco Systems, Surewall FRP as described in SBCCI PST & ESI official for approval of inethods of protecting Evaluation Report #9908 and BOCA Research penetrations of foam plastic other than those listed Report#98-48. above. 6.11.8 Omega Products International,Inc.,Omega Akroflex �3 Reward Wall Systems0 forms shall be limited to as described in BOCA Research Report#98-49. buildings of combustible construction, except as 6.11.9 Omega Products International, Inc., One Coat permitted in Section 4.6 of this report. Stucco, Omega Diamond Wall as described in SBCCI PST&ESI Evaluation Report#2221. 7,4 Reward Wall Systems0 forms have only been 6.12 Engineering fire risk analysis of Reward Wall system evaluated as formwork for structural concrete. For with Brick veneer, Hughes Associates, Inc., Fire structural design see section 4.3 of this report. Science & engineering, HAI Project No. 5224, 7.5 When the foam plastic forms are used with wood February 26,2002,signed by Jesse J. Beitel. construction,see Section 4.4 of this report. 7.0 CONDITIONS OF USE 7.6 A maximum lift height of 4 feet (1.2 m) with The ICC-ES Subcommittee for the National Evaluation continuous placement around the perimeter of the Service finds that the Reward Wall Systems0 forms as foundation until the full height is attained shall be described in this report comply with or are suitable alternates performed. The minimum ambient temperature to that specified in the 2000 International8uilding Code°,the during placement shall be in accordance with ACI 2000 International Residential Code°,the 2002Accumulative 306. Supplement to the International CodesT" the BOCA°Naoional �� Special inspection shall be required as covered in Building Code/1999,the 1999 Standard Building Code`,the Section 4.7 of this report. 1999 Uniform Building Code`",and the 1998 International One and Two Family Dwelling Code°, SBCCI Standard for �g When used as part of a fire resistance rated Hurricane Resistant Residential Construction SSTD 10-99 assembly Section 4.5 of this report shall apply. subject to the following conditions: 7.9 This report is subject to periodic re-examination.For information on the current status of this report, consult the ICC-ES website. Table 1 Notes: 1. Design numbers refer to Omega Point Laboratories design numbers for fire resistance ratings as they appear in the current Omega Point Laboratories Listing. 2. Steel reinforcement is the minimum required for the design loads given. 3. Concrete shall be normal weight concrete[(150- 155 Ib/ft3 ) (2402.78-2482.87 kg/m3)]with a 3000 psi (20,684.28 kPa) compressive strength. 4. See Section 4.1 for type of fastener. 5. Exterior Finishes: Not required to achieve assembly rating. The following are permitted to be applied to the exterior side of the wall assembly without diminishing the assembly rating;any exterior insulation and finish system(EIFS),any exterior stucco, brick or brick veneer,stone or stone veneer,cultured stone and siding made from vinyl,aluminum,wood or steel. Exterior finishes shall be applied in accordance with the appiicable Code and the manufacturer's published installation instructions.When the wall is required to be of noncombustible construction then exterior finishes are limited to those listed in Section 4.6 of this report. 6. The wall assembly is permitted to be used as either an interior or exterior wall. W hen used as interior walls then both sides of the form shall be protected with the interior wall sheathing as noted in the Table. 7. Concrete shali be Sand-Lightweight or Lightweight Concrete. 8. Interior walls only. 9. SI Units conversion: 1 in=25.4 mm, 1 Ibf/ft= 14.59 N/m.