SYNTHEON ਀䄀䌀䌀䔀䰀ⴀ䔀ഊ ਀匀䔀䌀吀䤀伀一 　㜀 㐀㈀ 㘀㌀ഊPREFABRICATED WALL PANEL ASSEMBLIES ਀ഊ ਀䐀椀猀瀀氀愀礀 栀椀搀搀攀渀 渀漀琀攀猀 琀漀 猀瀀攀挀椀昀椀攀爀⸀ ⠀䐀漀渀✀琀 欀渀漀眀 栀漀眀㼀 䌀氀椀挀欀 䠀攀爀攀⤀ഊ** NOTE TO SPECIFIER ** Syntheon, Inc.; framing and insulation panels.
 This section is based on the products of Syntheon, Inc., which is located at:
 1555 Coraopolis Heights Road
 Moon Township, PA 15108
 Telephone: 888-922-2353
 Telephone: 412-490-5037
 Fax: 412-490-5066
 E-mail: customercare@syntheoninc.com
 Web Address: www.syntheoninc.com 
Syntheon Inc. is a building science company specializing in high-efficiency building envelope systems with advanced component fabrication.
Syntheon's systemized solutions capitalize on the latest technologies in the marketplace creating environmentally and economically sound structures.
Syntheon's global business is headquartered in Pittsburgh, Pennsylvania, with affiliates and joint venture partners throughout the world, including the U.S., Mexico, Chile and India. ਀倀䄀刀吀  ㄀ऀ  䜀䔀一䔀刀䄀䰀ഊ1.1 SECTION INCLUDES ਀䄀⸀ऀऀ倀爀漀瘀椀搀攀 䄀䌀䌀䔀䰀ⴀ䔀글 猀琀攀攀氀 琀栀攀爀洀愀氀ⴀ攀昀昀椀挀椀攀渀琀ⴀ瀀愀渀攀氀 眀愀氀氀 猀礀猀琀攀洀⸀ഊ1.2 RELATED SECTIONS ਀⨀⨀ 一伀吀䔀 吀伀 匀倀䔀䌀䤀䘀䤀䔀刀 ⨀⨀ 䐀攀氀攀琀攀 愀渀礀 猀攀挀琀椀漀渀猀 戀攀氀漀眀 渀漀琀 爀攀氀攀瘀愀渀琀 琀漀 琀栀椀猀 瀀爀漀樀攀挀琀㬀 愀搀搀 漀琀栀攀爀猀 愀猀 爀攀焀甀椀爀攀搀⸀ഊA. Section 05400 - Cold Formed Metal Framing. ਀䈀⸀ऀऀ匀攀挀琀椀漀渀 　㜀㈀　　 ⴀ 吀栀攀爀洀愀氀 倀爀漀琀攀挀琀椀漀渀⸀ഊC. Section 09110 - Non-Structural Metal Framing. ਀䐀⸀ऀऀ匀攀挀琀椀漀渀 　㤀㈀　　 ⴀ 倀氀愀猀琀攀爀 愀渀搀 䜀礀瀀猀甀洀 䈀漀愀爀搀⸀ഊ1.3 REFERENCES ਀⨀⨀ 一伀吀䔀 吀伀 匀倀䔀䌀䤀䘀䤀䔀刀 ⨀⨀ 䐀攀氀攀琀攀 爀攀昀攀爀攀渀挀攀猀 昀爀漀洀 琀栀攀 氀椀猀琀 戀攀氀漀眀 琀栀愀琀 愀爀攀 渀漀琀 愀挀琀甀愀氀氀礀 爀攀焀甀椀爀攀搀 戀礀 琀栀攀 琀攀砀琀 漀昀 琀栀攀 攀搀椀琀攀搀 猀攀挀琀椀漀渀⸀ഊA. American Institute of Steel Construction (A.I.S.C.) "Manual of Steel Construction," 13th edition. ਀䈀⸀ऀऀ䄀洀攀爀椀挀愀渀 䤀爀漀渀 愀渀搀 匀琀攀攀氀 䤀渀猀琀椀琀甀琀攀 ⠀䄀⸀䤀⸀匀⸀䤀⸀⤀ ∀一漀爀琀栀 䄀洀攀爀椀挀愀渀 匀瀀攀挀椀昀椀挀愀琀椀漀渀 昀漀爀 琀栀攀 䐀攀猀椀最渀 漀昀 䌀漀氀搀 䘀漀爀洀攀搀 匀琀攀攀氀 匀琀爀甀挀琀甀爀愀氀 䴀攀洀戀攀爀猀Ⰰ∀ ㈀　　㄀ 眀椀琀栀 ㈀　　㐀 愀洀攀渀搀洀攀渀琀猀⸀ഊC. American National Standards Institute (A.N.S.I) A.N.S.I / AF & PA NDS - 2005 "National Design Specification for Wood Construction." ਀䐀⸀ऀ       䄀洀攀爀椀挀愀渀 匀漀挀椀攀琀礀 漀昀 䠀攀愀琀椀渀最Ⰰ 刀攀昀爀椀最攀爀愀琀椀渀最 愀渀搀 䄀椀爀ⴀ䌀漀渀搀椀琀椀漀渀椀渀最 䔀渀最椀渀攀攀爀猀Ⰰ 䤀渀挀⸀ ⠀䄀匀䠀刀䄀䔀⤀ ⴀ  䄀匀䠀刀䄀䔀 㤀　⸀㄀ ㈀　　㜀 䔀渀攀爀最礀 匀琀愀渀搀愀爀搀 昀漀爀 䈀甀椀氀搀椀渀最猀 䔀砀挀攀瀀琀 䰀漀眀ⴀ刀椀猀攀 刀攀猀椀搀攀渀琀椀愀氀 䈀甀椀氀搀椀渀最猀ഊE. ASTM International (ASTM): ਀㄀⸀ऀऀ䄀匀吀䴀 䄀 ㌀㜀　㨀 匀琀愀渀搀愀爀搀 吀攀猀琀 䴀攀琀栀漀搀猀 愀渀搀 䐀攀昀椀渀椀琀椀漀渀猀 昀漀爀 䴀攀挀栀愀渀椀挀愀氀 吀攀猀琀椀渀最 漀昀 匀琀攀攀氀 倀爀漀搀甀挀琀猀⸀ഊ2. ASTM C 518: Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus. ਀㌀⸀ऀऀ䄀匀吀䴀 䌀 ㄀㌀㘀㌀㨀 匀琀愀渀搀愀爀搀 吀攀猀琀 䴀攀琀栀漀搀 昀漀爀 琀栀攀 吀栀攀爀洀愀氀 倀攀爀昀漀爀洀愀渀挀攀 漀昀 䈀甀椀氀搀椀渀最 䄀猀猀攀洀戀氀椀攀猀 戀礀 䴀攀愀渀猀 漀昀 愀 䠀漀琀 䈀漀砀 䄀瀀瀀愀爀愀琀甀猀⸀ഊ4. ASTM D 3574: Standard Test Methods for Flexible Cellular Materials Slab, Bonded, and Molded Urethane Foams. ਀㔀⸀ऀ       䄀匀吀䴀 䐀 ㄀㤀㈀㤀㨀 匀琀愀渀搀愀爀搀 吀攀猀琀 䴀攀琀栀漀搀 昀漀爀 䐀攀琀攀爀洀椀渀椀渀最 䤀最渀椀琀椀漀渀 吀攀洀瀀攀爀愀琀甀爀攀 漀昀 倀氀愀猀琀椀挀猀ഊ6. ASTM E 72: Standard Test Methods of Conducting Strength Tests of Panels for Building Construction. ਀㜀⸀ऀऀ䄀匀吀䴀 䔀 㠀㐀㨀 匀琀愀渀搀愀爀搀 吀攀猀琀 䴀攀琀栀漀搀 昀漀爀 匀甀爀昀愀挀攀 䈀甀爀渀椀渀最 䌀栀愀爀愀挀琀攀爀椀猀琀椀挀猀 漀昀 䈀甀椀氀搀椀渀最 䴀愀琀攀爀椀愀氀猀⸀ഊ8. ASTM E 90 Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements. ਀㤀⸀ऀऀ䄀匀吀䴀 䔀㤀㘀⼀䔀㤀㘀䴀ⴀ　㔀 匀琀愀渀搀愀爀搀 吀攀猀琀 䴀攀琀栀漀搀猀 昀漀爀 圀愀琀攀爀 嘀愀瀀漀爀 吀爀愀渀猀洀椀猀猀椀漀渀 漀昀 䴀愀琀攀爀椀愀氀猀ഊ10. ASTM E 119: Standard Test Methods for Fire Tests of Building Construction and Materials. ਀㄀㄀⸀ऀऀ䄀匀吀䴀 䔀 ㈀㠀㌀㨀 匀琀愀渀搀愀爀搀 吀攀猀琀 䴀攀琀栀漀搀 昀漀爀 䐀攀琀攀爀洀椀渀椀渀最 刀愀琀攀 漀昀 䄀椀爀 䰀攀愀欀愀最攀 琀栀爀漀甀最栀 䔀砀琀攀爀椀漀爀 圀椀渀搀漀眀猀Ⰰ 䌀甀爀琀愀椀渀 圀愀氀氀猀Ⰰ 愀渀搀 䐀漀漀爀猀 甀渀搀攀爀 匀瀀攀挀椀昀椀攀搀 倀爀攀猀猀甀爀攀 䐀椀昀昀攀爀攀渀挀攀猀 愀挀爀漀猀猀 琀栀攀 匀瀀攀挀椀洀攀渀⸀ഊ12. ASTM E 330: Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference. ਀㄀㌀⸀ऀऀ䄀匀吀䴀 䔀 㐀㄀㌀㨀 䌀氀愀猀猀椀昀椀挀愀琀椀漀渀 昀漀爀 刀愀琀椀渀最 匀漀甀渀搀 䤀渀猀甀氀愀琀椀漀渀⸀ഊ14. ASTM E 1332: Standard Classification for Determination of Outdoor-Indoor Transmission Class. ਀㄀㔀⸀ऀऀ䄀匀吀䴀 䔀 ㈀㈀㌀㔀  匀琀愀渀搀愀爀搀 吀攀猀琀 䴀攀琀栀漀搀 昀漀爀 䐀攀琀攀爀洀椀渀愀琀椀漀渀 漀昀 䐀攀挀愀礀 刀愀琀攀猀 昀漀爀 唀猀攀 椀渀 匀漀甀渀搀 䤀渀猀甀氀愀琀椀漀渀 吀攀猀琀 䴀攀琀栀漀搀猀ഊF. American Welding Society (A.W.S.) D.l.3, 1998 "Structural Welding Code-Sheet Steel." ਀䜀⸀ऀऀ䌀漀搀攀 䌀漀洀瀀氀椀愀渀挀攀 刀攀猀攀愀爀挀栀 刀攀瀀漀爀琀 ⠀䌀䌀刀刀ⴀ　㄀㈀㄀⤀ 昀爀漀洀 䄀爀挀栀椀琀攀挀琀甀爀愀氀 吀攀猀琀椀渀最 䤀渀挀⸀ഊH. Florida Product Approval No. 13722: 13722.1 and 13722.2-Approved for use outside HVHZ and 13722.3-Approved for use in HVHZ and Impact Resistant ਀㄀⸀ऀ ऀ吀䄀匀 ㈀　㄀ⴀ㤀㐀 ⴀ 䤀洀瀀愀挀琀 吀攀猀琀 倀爀漀挀攀搀甀爀攀猀ഊ2. TAS 202-94 - Criteria for Testing Impact & Non-Impact Resistant Building Envelope Components Using Uniform Static Air Pressure. ਀㌀⸀ऀ ऀ吀䄀匀 ㈀　㌀ⴀ㤀㐀 ⴀ 䌀爀椀琀攀爀椀愀 昀漀爀 吀攀猀琀椀渀最 倀爀漀搀甀挀琀猀 匀甀戀樀攀挀琀 琀漀 䌀礀挀氀椀挀 圀椀渀搀 倀爀攀猀猀甀爀攀 䰀漀愀搀椀渀最ഊI. Southwest Research Institute (SwRI) Listing No. 08179-01-01, No. 08179-01-02, No. 08179-01-03, No. 08179-01-04 ਀䨀⸀ऀऀ一愀琀椀漀渀愀氀 䘀椀爀攀 倀爀漀琀攀挀琀椀漀渀 䄀猀猀漀挀椀愀琀椀漀渀 ⠀一䘀倀䄀⤀㨀ഊ1. NFPA 259: Standard Test Method for Potential Heat of Building Materials. ਀㈀⸀ऀऀ一䘀倀䄀 ㈀㠀㔀㨀 匀琀愀渀搀愀爀搀 䘀椀爀攀 吀攀猀琀 䴀攀琀栀漀搀 昀漀爀 䔀瘀愀氀甀愀琀椀漀渀 漀昀 䘀椀爀攀 倀爀漀瀀愀最愀琀椀漀渀 䌀栀愀爀愀挀琀攀爀椀猀琀椀挀猀 漀昀 䔀砀琀攀爀椀漀爀 一漀渀ⴀ䰀漀愀搀ⴀ䈀攀愀爀椀渀最 圀愀氀氀 䄀猀猀攀洀戀氀椀攀猀 䌀漀渀琀愀椀渀椀渀最 䌀漀洀戀甀猀琀椀戀氀攀 䌀漀洀瀀漀渀攀渀琀猀⸀ ഊ1.4 PERFORMANCE REQUIREMENTS ਀䄀⸀ऀऀ匀礀猀琀攀洀 倀攀爀昀漀爀洀愀渀挀攀 刀攀焀甀椀爀攀洀攀渀琀猀㨀 䌀漀洀瀀氀礀 眀椀琀栀 琀栀攀 爀攀焀甀椀爀攀洀攀渀琀猀 漀昀 琀栀攀 匀琀愀渀搀愀爀搀猀 愀渀搀 刀攀瀀漀爀琀猀 氀椀猀琀攀搀 椀渀 倀愀爀愀最爀愀瀀栀 ㄀⸀㌀ 漀昀 琀栀椀猀 匀攀挀琀椀漀渀⸀ഊ1.5 SUBMITTALS ਀䄀⸀ऀऀ匀甀戀洀椀琀 甀渀搀攀爀 瀀爀漀瘀椀猀椀漀渀猀 漀昀 匀攀挀琀椀漀渀 　㄀㌀　　⸀ഊB. [Product Data]: Manufacturer's data sheets on each product to be used. ਀䌀⸀ऀऀ匀琀爀甀挀琀甀爀愀氀 䌀愀氀挀甀氀愀琀椀漀渀猀㨀 匀甀戀洀椀琀 猀琀爀甀挀琀甀爀愀氀 挀愀氀挀甀氀愀琀椀漀渀猀 瀀爀攀瀀愀爀攀搀 戀礀 洀愀渀甀昀愀挀琀甀爀攀爀 昀漀爀 愀瀀瀀爀漀瘀愀氀⸀ 匀甀戀洀椀琀琀愀氀 猀栀愀氀氀 戀攀 猀攀愀氀攀搀 戀礀 愀 瀀爀漀昀攀猀猀椀漀渀愀氀 攀渀最椀渀攀攀爀 爀攀最椀猀琀攀爀攀搀 椀渀 琀栀攀 猀琀愀琀攀 漀昀 琀栀攀 瀀爀漀樀攀挀琀⸀ഊ1. Description of design criteria. ਀㈀⸀ऀऀ䔀渀最椀渀攀攀爀椀渀最 愀渀愀氀礀猀椀猀 搀攀瀀椀挀琀椀渀最 猀琀爀攀猀猀 愀渀搀 搀攀昀氀攀挀琀椀漀渀 ⠀猀琀椀昀昀渀攀猀猀⤀ 爀攀焀甀椀爀攀洀攀渀琀猀 昀漀爀 攀愀挀栀 昀爀愀洀椀渀最 愀瀀瀀氀椀挀愀琀椀漀渀⸀ഊ3. Selection of framing components, accessories and welded connection requirements. ਀㐀⸀ऀऀ嘀攀爀椀昀椀挀愀琀椀漀渀 漀昀 愀琀琀愀挀栀洀攀渀琀猀 琀漀 猀琀爀甀挀琀甀爀攀 愀渀搀 愀搀樀愀挀攀渀琀 昀爀愀洀椀渀最 挀漀洀瀀漀渀攀渀琀猀⸀ഊ5. Engineer shall have a minimum of 5 years experience with projects of similar scope. ਀䐀⸀ऀऀ匀栀漀瀀 䐀爀愀眀椀渀最猀㨀ഊ1. Submit shop drawings prepared by the manufacturer showing plans, sections, elevations, layouts, profiles and product component locations, including anchorage, bracing, fasteners, accessories and finishes. ਀㈀⸀ऀऀ匀栀漀眀 挀漀渀渀攀挀琀椀漀渀 搀攀琀愀椀氀猀 眀椀琀栀 猀挀爀攀眀 琀礀瀀攀猀 愀渀搀 氀漀挀愀琀椀漀渀猀Ⰰ 眀攀氀搀 氀攀渀最琀栀猀 愀渀搀 氀漀挀愀琀椀漀渀猀Ⰰ 愀渀搀 漀琀栀攀爀 昀愀猀琀攀渀攀爀 爀攀焀甀椀爀攀洀攀渀琀猀⸀ഊ3. Where prefabricated or pre-finished panels are to be provided, provided drawings depicting panel configurations, dimensions and locations ਀㄀⸀㘀 ऀऀ儀唀䄀䰀䤀吀夀 䄀匀匀唀刀䄀一䌀䔀ഊA. Provide effective full-time quality control over all job-site fabrication and erection activities. Responsibility for quality control shall remain with the Contractor. ਀㄀⸀㜀 ऀऀ䐀䔀䰀䤀嘀䔀刀夀Ⰰ 匀吀伀刀䄀䜀䔀Ⰰ 䄀一䐀 䠀䄀一䐀䰀䤀一䜀ഊA. Protect tongue and groove panel edges from damage. ਀䈀⸀ऀऀ倀氀愀挀攀 栀愀渀搀猀 挀氀漀猀攀 琀漀 洀攀琀愀氀 猀琀甀搀 眀栀攀渀 挀愀爀爀礀椀渀最 瀀愀渀攀氀 椀渀 愀 昀氀愀琀 瀀漀猀椀琀椀漀渀⸀ 䜀爀愀猀瀀 洀攀琀愀氀 猀琀甀搀猀 眀栀攀渀 挀愀爀爀礀椀渀最 瘀攀爀琀椀挀愀氀氀礀⸀ഊC. When stacking panels, alternate each panel (face up then face down) so metal studs interlock. ਀䐀⸀ऀऀ匀琀愀最攀 瀀愀渀攀氀猀 挀氀漀猀攀 琀漀 琀栀攀 愀爀攀愀 眀栀攀爀攀 琀栀攀礀 眀椀氀氀 戀攀 椀渀猀琀愀氀氀攀搀⸀ 匀琀漀爀攀 瀀愀渀攀氀猀 漀渀 愀 猀漀氀椀搀 氀攀瘀攀氀 猀甀爀昀愀挀攀 眀椀琀栀 戀氀漀挀欀椀渀最 甀渀搀攀爀 昀椀爀猀琀 瀀愀渀攀氀 猀瀀愀挀攀搀 愀瀀瀀爀漀砀椀洀愀琀攀氀礀 漀渀攀 昀漀漀琀 椀渀 昀爀漀洀 攀愀挀栀 攀渀搀 愀渀搀 琀栀攀渀 攀瘀攀爀礀 昀漀甀爀 昀攀攀琀 昀漀爀 猀甀瀀瀀漀爀琀⸀ 䌀漀瘀攀爀 瀀愀渀攀氀猀 琀漀 欀攀攀瀀 琀栀攀洀 昀爀攀攀 漀昀 搀椀爀琀 愀渀搀 搀攀戀爀椀猀⸀ 匀攀挀甀爀攀 瀀愀渀攀氀猀 琀漀 瀀爀攀瘀攀渀琀 琀栀攀洀 昀爀漀洀 戀攀挀漀洀椀渀最 愀椀爀戀漀爀渀攀 椀渀 眀椀渀搀礀 挀漀渀搀椀琀椀漀渀猀⸀ഊE. Wear gloves when handling panels as recommended by the manufacturer. ਀㄀⸀㠀 ऀऀ圀䄀刀刀䄀一吀夀ഊA. Manufacturer warrants that its products shall be free from defects in materials and workmanship at the time of shipment and are manufactured in accordance with company standards. ਀倀䄀刀吀  ㈀ऀ  倀刀伀䐀唀䌀吀匀ഊ2.1 MANUFACTURERS ਀䄀⸀ऀऀ䄀挀挀攀瀀琀愀戀氀攀 䴀愀渀甀昀愀挀琀甀爀攀爀㨀 匀夀一吀䠀䔀伀一 䤀渀挀⸀Ⰰ 眀栀椀挀栀 椀猀 氀漀挀愀琀攀搀 愀琀㨀 ㄀㔀㔀㔀 䌀漀爀愀漀瀀漀氀椀猀 䠀攀椀最栀琀猀 刀搀⸀  㬀 䴀漀漀渀 吀漀眀渀猀栀椀瀀Ⰰ 倀䄀 ㄀㔀㄀　㠀㬀 吀漀氀氀 䘀爀攀攀 吀攀氀㨀 㠀㠀㠀ⴀ㤀㈀㈀ⴀ㈀㌀㔀㌀㬀 䘀愀砀㨀 㐀㄀㈀ⴀ㐀㤀　ⴀ㐀㌀㈀㔀㬀 䔀洀愀椀氀㨀 爀攀焀甀攀猀琀 椀渀昀漀 ⠀椀渀昀漀䀀䄀䌀䌀䔀䰀ⴀ䔀⸀挀漀洀⤀㬀 圀攀戀㨀 眀眀眀⸀䄀䌀䌀䔀䰀ⴀ䔀⸀挀漀洀ഊ** NOTE TO SPECIFIER ** Delete one of the following two paragraphs; coordinate with requirements of Division 1 section on product options and substitutions. ਀䈀⸀ऀऀ匀甀戀猀琀椀琀甀琀椀漀渀猀㨀 一漀琀 瀀攀爀洀椀琀琀攀搀⸀ഊ2.2 EXTERIOR WALL ASSEMBLY SYSTEM ਀䄀⸀ऀऀ倀爀漀搀甀挀琀 䐀攀猀挀爀椀瀀琀椀漀渀㨀 䄀䌀䌀䔀䰀ⴀ䔀 匀琀攀攀氀 琀栀攀爀洀愀氀ⴀ攀昀昀椀挀椀攀渀琀ⴀ瀀愀渀攀氀 ⠀匀吀䔀倀⤀ 眀愀氀氀 猀礀猀琀攀洀 昀漀爀 猀琀爀甀挀琀甀爀愀氀 愀渀搀 挀甀爀琀愀椀渀 眀愀氀氀 愀瀀瀀氀椀挀愀琀椀漀渀猀 琀栀愀琀 挀漀洀戀椀渀攀 昀爀愀洀椀渀最Ⰰ 挀愀瘀椀琀礀 椀渀猀甀氀愀琀椀漀渀 愀渀搀 挀漀渀琀椀渀甀漀甀猀 爀椀最椀搀 昀漀愀洀 猀栀攀愀琀栀椀渀最 椀渀琀漀 漀渀攀 挀漀洀瀀漀渀攀渀琀⸀ഊB. Composition and Materials, the ACCEL-E Wall Panel: 4 foot (1219 mm) wide expandable polystyrene (EPS) panel with two proprietary designed cold formed steel studs. Panels available in custom heights limited only by the mode of transport required for delivery. The studs shall be formed in "S" type cross-section comprised of three 1-5/8 inch (41.3 mm) flanges and two independent webs. EPS is fused through the outer web section to maximize structural and thermal performance. The inner web section, devoid of EPS, provides open cavity to allow use of additional light gauge metal or structural steel framing members and enables use of industry standard electrical and mechanical construction practices. Panels interlock at each side with a tongue and groove configuration molded into EPS. No additional joint treatment required. All steel used in the ACCEL-E STEP wall system is galvanized to building industry standards to prevent rust. ਀䌀⸀ऀऀ倀愀渀攀氀 䐀椀洀攀渀猀椀漀渀猀㨀ഊ** NOTE TO SPECIFIER ** Retain one of the following three paragraphs; coordinate, below, with EPS thickness, cavity thickness and mechanical knockout dimensions. ਀㄀⸀ऀऀ伀瘀攀爀愀氀氀 圀愀氀氀 倀愀渀攀氀 吀栀椀挀欀渀攀猀猀㨀 㔀ⴀ㄀⼀㈀ 椀渀挀栀 ⠀㄀㌀㤀⸀㜀 洀洀⤀⸀ഊ2. Overall Wall Panel Thickness: 6 inch (152.4) ਀㌀⸀ऀऀ伀瘀攀爀愀氀氀 圀愀氀氀 倀愀渀攀氀 吀栀椀挀欀渀攀猀猀㨀 㠀 椀渀挀栀 ⠀㈀　㌀⸀㈀ 洀洀⤀⸀ഊ4. Overall Wall Panel Width: 4 feet (1219.2 mm). ਀㔀⸀ऀऀ倀愀渀攀氀 䠀攀椀最栀琀㨀 䰀椀洀椀琀攀搀 漀渀氀礀 戀礀 洀漀搀攀 漀昀 琀爀愀渀猀瀀漀爀琀愀琀椀漀渀 昀漀爀 搀攀氀椀瘀攀爀礀⸀ഊ** NOTE TO SPECIFIER ** Retain one of the following two paragraphs. ਀㘀⸀ऀऀ䔀倀匀 吀栀椀挀欀渀攀猀猀㨀 ㈀ⴀ㌀⼀㐀 椀渀挀栀 ⠀㘀㤀⸀㤀 洀洀⤀ 昀漀爀 㔀ⴀ㄀⼀㈀ 椀渀挀栀 瀀愀渀攀氀⸀ഊ7. EPS Thickness: 3-1/4 inch (82.6) for 6 inch panel. ਀㠀⸀ऀऀ䔀倀匀 吀栀椀挀欀渀攀猀猀㨀 㐀ⴀ㌀⼀㠀 椀渀挀栀 ⠀㄀㄀㄀ 洀洀⤀ 昀漀爀 㠀 椀渀挀栀 瀀愀渀攀氀⸀ഊ** NOTE TO SPECIFIER ** Retain one of the following two paragraphs. ਀㤀⸀ऀऀ伀瀀攀渀 䌀愀瘀椀琀礀 䐀攀瀀琀栀㨀 ㈀ⴀ㌀⼀㐀 椀渀挀栀 ⠀㘀㤀⸀㤀 洀洀⤀ 昀漀爀 㔀ⴀ㄀⼀㈀ 椀渀挀栀 愀渀搀 㘀 椀渀挀栀 瀀愀渀攀氀猀⸀ഊ10. Open Cavity Depth: 3-5/8 inch (92 mm) for 8 inch panel. ਀㄀㄀⸀ऀऀ䴀攀挀栀愀渀椀挀愀氀 䬀渀漀挀欀漀甀琀㨀 ㌀⼀㐀 椀渀挀栀 戀礀 㐀 椀渀挀栀 ⠀㄀㤀 洀洀 戀礀 ㄀　㄀⸀㘀 洀洀⤀ 昀漀爀 㔀ⴀ㄀⼀㈀ 椀渀挀栀 愀渀搀 㠀 椀渀挀栀 ㌀㠀 瀀愀渀攀氀猀 ⠀最愀甀最攀㴀⸀　㌀㠀⤀⸀  㠀 椀渀挀栀 㔀㐀 ⠀最愀甀最攀㴀⸀　㔀㐀⤀ ㄀ⴀ㄀⼀㈀ 椀渀挀栀 戀礀 㐀 椀渀挀栀 ⠀㌀㠀⸀㄀ 戀礀 ㄀　㄀⸀㘀⤀ഊD. Panel Physical Properties: ਀㄀⸀ऀऀ匀琀攀攀氀 匀琀甀搀 倀爀漀瀀攀爀琀椀攀猀 ⠀一漀洀椀渀愀氀⤀㨀ഊa. Stud Base Metal Thickness: 0.038 inch (0.965 mm). and for 6” and 8” also 0.054 (1.37 mm) ਀戀⸀ऀऀऀ䴀椀渀椀洀甀洀 䜀愀氀瘀愀渀椀稀攀搀 䌀漀愀琀椀渀最 瀀攀爀 䄀匀吀䴀 䄀㄀　　㌀㨀 䜀㘀　⸀ഊc. Minimum Yield Strength: 40 ksi. for 0.038 and 55 for 0.054 ਀搀⸀ऀऀ䘀氀愀渀最攀 圀椀搀琀栀 ⠀䄀氀氀 倀愀渀攀氀猀⤀㨀 ㄀ⴀ㔀⼀㠀 椀渀挀栀 ⠀㐀㄀⸀㌀ 洀洀⤀⸀ഊ2. EPS Properties (Nominal): ਀愀⸀ऀऀ䐀攀渀猀椀琀礀㨀 ㄀⸀㔀 瀀挀昀⸀ഊb. R Value per Inch Thickness: 4.3. ਀挀⸀ऀऀ䌀漀氀漀爀㨀 䜀爀愀礀⸀ഊ** NOTE TO SPECIFIER ** Two paragraphs below are for an 8 inch panel. Delete if not required. ਀㌀⸀ऀऀ倀愀渀攀氀 倀爀漀瀀攀爀琀椀攀猀 ⠀㠀 椀渀挀栀 ⠀㈀　㌀ 洀洀⤀ 瀀愀渀攀氀 眀椀琀栀 ㈀ 猀琀甀搀猀⤀㨀ഊa. Sound Transmission Coefficient (STC) Assembly Ratings per ASTM E90: 45-57. (Note: 8” 54 TBD) ਀戀⸀ऀऀ伀甀琀猀椀搀攀 䤀渀猀椀搀攀 吀爀愀渀猀洀椀猀猀椀漀渀 䌀氀愀猀猀 伀䤀吀䌀 䄀猀猀攀洀戀氀礀 刀愀琀椀渀最猀 瀀攀爀 䄀匀吀䴀 䔀㤀　㨀 ㌀㄀⼀㌀㘀⼀㐀　⸀ ⠀一漀琀攀㨀 㠠ᴀ 㔀㐀 吀䈀䐀⤀ഊc. Rate of Air Leakage, ASTM E283: Less than 0.01 cfm/ft2. ਀搀⸀ऀऀ圀愀琀攀爀 嘀愀瀀漀爀 吀爀愀渀猀洀椀猀猀椀漀渀Ⰰ 䄀匀吀䴀 䔀㤀㘀 ⼀ 䔀㤀㘀䴀ⴀ　㔀 ⠀㈀　⸀㠀 搀攀最爀攀攀猀 䌀Ⰰ 㔀㈀⸀㈀ 瀀攀爀挀攀渀琀 刀⸀䠀⸀⤀㨀 　⸀㘀㌀㈀ 瀀攀爀洀猀ഊe. Smoke Developed Index: Less than 450. ਀昀⸀ऀऀ䘀氀愀洀攀 匀瀀爀攀愀搀 䤀渀搀攀砀㨀 䰀攀猀猀 琀栀愀渀 ㈀㔀⸀ഊ4. Structural Properties (8 inch (203 mm) 38 panel with 2 studs): ਀愀⸀ऀऀ䄀氀氀漀眀愀戀氀攀 䈀攀渀搀椀渀最 䴀漀洀攀渀琀 ⠀匀䘀㴀㄀⸀㤀㔀⤀ 䄀匀吀䴀 䔀 㜀㈀㨀 㐀㈀Ⰰ㜀㠀　 椀渀ⴀ氀戀⸀ഊb. Allowable Axial Load (8 foot height, SF=1.95) ASTM E 72: 8,502 lb. ਀挀⸀ऀऀ䄀氀氀漀眀愀戀氀攀 䔀渀搀 刀攀愀挀琀椀漀渀 ⠀匀䘀㴀㄀⸀㤀㔀⤀ 䄀匀吀䴀 䔀 㜀㈀㨀 㜀㈀㈀ 氀戀⸀ഊd. Ultimate Racking Shear (7/16 inch OSB plus 1/2 inch Gypsum) ASTM E72: 751 lb/ft. ਀攀⸀ऀऀ唀氀琀椀洀愀琀攀 刀愀挀欀椀渀最 匀栀攀愀爀 ⠀㐀 椀渀挀栀 ㄀㘀 最愀最攀 㔀　欀猀椀 堀ⴀ䈀爀愀挀攀⤀ 䄀匀吀䴀 䔀㜀㈀㨀 㐀Ⰰ㌀　㐀 氀戀⼀戀爀愀挀攀⸀ഊ5. Structural Properties (8 inch (203 mm) 54 panel with 2 studs): ਀愀⸀ऀऀ䄀氀氀漀眀愀戀氀攀 䈀攀渀搀椀渀最 䴀漀洀攀渀琀 ⠀匀䘀㴀㄀⸀㤀㔀⤀ 䄀匀吀䴀 䔀 㜀㈀㨀 㔀㤀Ⰰ㠀㈀　 椀渀ⴀ氀戀⸀ഊb. Allowable Axial Load (8 foot height, SF=1.95) ASTM E 72: 9,178 lb. ਀挀⸀ऀऀ䄀氀氀漀眀愀戀氀攀 䔀渀搀 刀攀愀挀琀椀漀渀 ⠀匀䘀㴀㄀⸀㤀㔀⤀ 䄀匀吀䴀 䔀 㜀㈀㨀 ㄀Ⰰ㐀　　 氀戀⸀ഊd. Ultimate Racking Shear (6 inch 12 gage 50ksi X-Brace) ASTM E72: 4,602 lb/brace ਀㘀⸀ऀ       倀愀渀攀氀 倀爀漀瀀攀爀琀椀攀猀 ⠀㘀 椀渀挀栀 ⠀㄀㔀㈀⸀㐀 洀洀⤀ 㔀㐀 瀀愀渀攀氀 眀椀琀栀 ㈀ 猀琀甀搀猀⤀㨀ഊa. Rate of Air Leakage, ASTM E283: Less than 0.01 cfm/ft2. ਀戀⸀ऀ   ऀ匀洀漀欀攀 䐀攀瘀攀氀漀瀀攀搀 䤀渀搀攀砀㨀 䰀攀猀猀 琀栀愀渀 㐀㔀　⸀ഊc. Flame Spread Index: Less than 25. ਀㜀⸀ऀऀ匀琀爀甀挀琀甀爀愀氀 倀爀漀瀀攀爀琀椀攀猀 ⠀㘀 椀渀挀栀 ⠀㄀㔀㈀⸀㐀 洀洀⤀ 㔀㐀 瀀愀渀攀氀 眀椀琀栀 ㈀ 猀琀甀搀猀⤀㨀ഊa. Allowable Bending Moment (SF=1.95) ASTM E 72: 29,040 in-lb. ਀戀⸀ऀऀ䄀氀氀漀眀愀戀氀攀 䄀砀椀愀氀 䰀漀愀搀 ⠀㠀 昀漀漀琀 栀攀椀最栀琀Ⰰ 匀䘀㴀㄀⸀㤀㔀⤀ 䄀匀吀䴀 䔀 㜀㈀㨀 ㄀㈀Ⰰ㔀㜀㈀ 氀戀⸀ഊc. Allowable End Reaction (SF=1.95) ASTM E 72: 1434 lb. ਀搀⸀ऀऀ唀氀琀椀洀愀琀攀 刀愀挀欀椀渀最 匀栀攀愀爀 ⠀㜀⼀㄀㘀 椀渀挀栀 伀匀䈀 瀀氀甀猀 ㄀⼀㈀ 椀渀挀栀 䜀礀瀀猀甀洀⤀ 䄀匀吀䴀 䔀㜀㈀㨀 㘀㜀㤀 氀戀⼀昀琀⸀ഊe. Racking Shear (4 inch 16 gage 50ksi X-Brace) ASTM E72: 3,776 lb/brace. ਀ഊ** NOTE TO SPECIFIER ** Two paragraphs below are for an 5-1/2 inch panel. Delete if not required. ਀㠀⸀ऀऀ倀愀渀攀氀 倀爀漀瀀攀爀琀椀攀猀 ⠀㔀ⴀ㄀⼀㈀ 椀渀挀栀 ⠀㄀㐀　 洀洀⤀ 瀀愀渀攀氀 眀椀琀栀 ㈀ 猀琀甀搀猀⤀㨀ഊa. Sound Transmission Coefficient (STC) Assembly Ratings per ASTM E90: 41/51/55. ਀戀⸀ऀऀ伀甀琀猀椀搀攀 䤀渀猀椀搀攀 吀爀愀渀猀洀椀猀猀椀漀渀 䌀氀愀猀猀 ⠀伀䤀吀䌀⤀ 䄀猀猀攀洀戀氀礀 刀愀琀椀渀最猀 瀀攀爀 䄀匀吀䴀 䔀㤀　㨀 ㌀　⼀㌀㐀⼀㌀㜀⸀ഊc. Rate of Air Leakage, ASTM E283: Less than 0.01 cfm/ft2. ਀搀⸀ऀ   圀愀琀攀爀 嘀愀瀀漀爀 吀爀愀渀猀洀椀猀猀椀漀渀Ⰰ 䄀匀吀䴀 䔀㤀㘀 ⼀ 䔀㤀㘀䴀ⴀ　㔀 ⠀㈀　⸀㠀 搀攀最爀攀攀猀 䌀Ⰰ 㔀㈀⸀㈀ 瀀攀爀挀攀渀琀 刀⸀䠀⸀⤀㨀 　⸀㜀㤀㘀 瀀攀爀洀猀ഊe. Smoke Developed Index: Less than 450. ਀昀⸀ऀऀ䘀氀愀洀攀 匀瀀爀攀愀搀 䤀渀搀攀砀㨀 䰀攀猀猀 琀栀愀渀 ㈀㔀⸀ഊ9. Structural Properties (5-1/2 inch (140 mm) panel with 2 studs): ਀愀⸀ऀऀ䄀氀氀漀眀愀戀氀攀 䈀攀渀搀椀渀最 䴀漀洀攀渀琀 ⠀匀䘀㴀㄀⸀㤀㔀⤀ 䄀匀吀䴀 䔀 㜀㈀㨀 ㈀㔀Ⰰ㜀㔀　 椀渀ⴀ氀戀⸀ഊb. Allowable Axial Load (8 foot height, SF=1.95) ASTM E 72: 6,836 lb. ਀挀⸀ऀऀ䄀氀氀漀眀愀戀氀攀 䔀渀搀 刀攀愀挀琀椀漀渀 ⠀匀䘀㴀㄀⸀㤀㔀⤀ 䄀匀吀䴀 䔀 㜀㈀㨀 㜀　㘀 氀戀⸀ഊd. Ultimate Racking Shear (7/16 inch OSB plus 1/2 inch Gypsum) ASTM E72: 679 lb/ft. ਀攀⸀ऀऀ刀愀挀欀椀渀最 匀栀攀愀爀 ⠀㐀 椀渀挀栀 ㄀㘀 最愀最攀 㔀　欀猀椀 堀ⴀ䈀爀愀挀攀⤀ 䄀匀吀䴀 䔀㜀㈀㨀 ㌀Ⰰ㜀㜀㘀 氀戀⼀戀爀愀挀攀⸀ഊE. Environmental Considerations: ਀㄀⸀ऀऀ吀栀攀 猀琀攀攀氀 猀琀甀搀猀 挀漀渀琀愀椀渀 愀渀 愀瘀攀爀愀最攀 漀昀 㔀㐀 瀀攀爀挀攀渀琀 爀攀挀礀挀氀攀搀 猀琀攀攀氀 眀椀琀栀 愀 洀椀渀椀洀甀洀 漀昀 ㈀㔀 瀀攀爀挀攀渀琀⸀ 吀栀攀 猀琀攀攀氀 猀琀甀搀猀 愀渀搀 攀砀瀀愀渀搀攀搀 瀀漀氀礀猀琀礀爀攀渀攀 愀爀攀 ㄀　　 瀀攀爀挀攀渀琀 爀攀挀礀挀氀愀戀氀攀⸀  䄀䌀䌀䔀䰀ⴀ䔀 洀愀礀 挀漀渀琀爀椀戀甀琀攀 琀漀眀愀爀搀 䰀䔀䔀䐀글 瀀爀漀樀攀挀琀 挀攀爀琀椀昀椀挀愀琀椀漀渀 甀渀搀攀爀 䴀刀 挀爀攀搀椀琀 ㈀ 愀渀搀 㐀Ⰰ 䔀䄀 倀刀儀 愀渀搀 䔀䄀 䌀爀攀搀椀琀 ㄀Ⰰ 愀渀搀 䤀䔀儀 䌀爀攀搀椀琀 㜀⸀  䄀䌀䌀䔀䰀ⴀ䔀 椀猀 䜀刀䔀䔀一䜀唀䄀刀䐀 䤀渀搀漀漀爀 䄀椀爀 儀甀愀氀椀琀礀 䌀攀爀琀椀昀椀攀搀 愀渀搀 䜀刀䔀䔀一䜀唀䄀刀䐀 䌀栀椀氀搀爀攀渀 ☀ 匀挀栀漀漀氀猀 䌀攀爀琀椀昀椀攀搀⸀  䔀砀挀攀攀搀猀 䤀䔀䌀䌀ⴀ㈀　　㤀 䤀渀琀攀爀渀愀琀椀漀渀愀氀 䔀渀攀爀最礀 䌀漀渀猀攀爀瘀愀琀椀漀渀 䌀漀搀攀 愀渀搀 䄀匀䠀刀䄀䔀 㤀　⸀㄀⸀ഊPART 3 EXECUTION ਀㌀⸀㄀ ऀऀ䔀堀䄀䴀䤀一䄀吀䤀伀一ഊA. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. ਀䈀⸀ऀऀ嘀攀爀椀昀礀 琀栀愀琀 爀攀氀愀琀攀搀 眀漀爀欀 愀昀昀攀挀琀椀渀最 搀椀洀攀渀猀椀漀渀猀 栀愀猀 戀攀攀渀 挀漀渀猀琀爀甀挀琀攀搀 眀椀琀栀椀渀 愀挀挀攀瀀琀愀戀氀攀 搀椀洀攀渀猀椀漀渀愀氀 琀漀氀攀爀愀渀挀攀猀⸀ഊC. Prior to installation, inspect previous work of all other trades. Verify that all work is complete and accurate to the point where the installation may properly proceed in strict accordance with the shop drawings. ਀㌀⸀㈀ ऀऀ倀刀䔀倀䄀刀䄀吀䤀伀一ഊA. Clean surfaces thoroughly prior to installation. ਀䈀⸀ऀऀ倀爀攀瀀愀爀攀 猀甀爀昀愀挀攀猀 甀猀椀渀最 琀栀攀 洀攀琀栀漀搀猀 爀攀挀漀洀洀攀渀搀攀搀 戀礀 琀栀攀 洀愀渀甀昀愀挀琀甀爀攀爀 昀漀爀 愀挀栀椀攀瘀椀渀最 琀栀攀 戀攀猀琀 爀攀猀甀氀琀 昀漀爀 琀栀攀 猀甀戀猀琀爀愀琀攀 甀渀搀攀爀 琀栀攀 瀀爀漀樀攀挀琀 挀漀渀搀椀琀椀漀渀猀⸀ഊ3.3 INSTALLATION ਀䄀⸀ऀऀ䜀攀渀攀爀愀氀㨀 䤀渀猀琀愀氀氀 椀渀 愀挀挀漀爀搀愀渀挀攀 眀椀琀栀 洀愀渀甀昀愀挀琀甀爀攀爀✀猀 椀渀猀琀爀甀挀琀椀漀渀猀Ⰰ 椀渀挀氀甀搀椀渀最 戀甀琀 渀漀琀 氀椀洀椀琀攀搀 琀漀 瀀爀漀樀攀挀琀 搀漀挀甀洀攀渀琀猀Ⰰ 洀愀渀甀昀愀挀琀甀爀攀爀✀猀 攀渀最椀渀攀攀爀攀搀 搀爀愀眀椀渀最猀 愀渀搀 椀渀猀琀愀氀氀愀琀椀漀渀 洀愀渀甀愀氀⸀ഊ3.4 PROTECTION ਀䄀⸀ऀऀ倀爀漀琀攀挀琀 椀渀猀琀愀氀氀攀搀 瀀爀漀搀甀挀琀猀 甀渀琀椀氀 挀漀洀瀀氀攀琀椀漀渀 漀昀 瀀爀漀樀攀挀琀⸀ഊB. Replace or repair damaged products before Substantial Completion. ਀ഊEND OF SECTION ਊ