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� ---� R W R W Building onsultants, Inc.- BConsulting and Engineering ervices for the Building lndustry. • � P.O.Box 230 Valrico,FL 7595 Pbone BI3.G59.9197 Florida Board ofProfessional Enginee s Cenificaie ofAutliorization No.9813 � / / � // �'II " l � i � �/ ! ' J' � Product Sub Category Manufacturer - Product Name Category Assocfated Materials,Inc. 3100 Structural Mullion � �ndow Mullions 3773 State Road � Cuyahoga Falls,OH 44223 Phone 330.922.5350 Scope: This is a Product Evaluation report issued by R W Buildi g Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# � 1998)for Associated Materials,Inc.based on Rule Cha ter No.9N-3,Method 2B of the State of Florida Product Approval, . Department of Commuhity Affairs-Florida Building Com ission. , RW Building Consultants and Lyndon F.Schmidt,P.E.d not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other ntity involved in the approval process of the product named - herein. Limitations: 1. This product has been evaluated and is in compliance with the 200 &2010 Florida Buitding Code(FBC)excfuding the"High Velocity� Hurricane Zone". 2. Wood bucks by others,must be anchored properly to transfer loads to the structure and be reviewed by the building official. 3. Mullion anchor embedment to base material shall be beyond wall dr ssing or stucco. 4. When used in areas requiring wind borne debris protection,this pro uct does not require protection with an impact resistant covering when used in Wind Zones 1,2 and 3 as defined by ASTM E 1996;i Wind Zone 4 as defined by ASTM E 1996,this product must be protected with an impact resistant covering complying with Section 609.7.2 of the FBC. 5. Separate product approvals for each glazing product used with hese mullions must be submitted along with this mullion product approval. � � 6. Anchoring of each glazing product to the mullion shall be as shown n each iridividual glazing product approval. 7. Any conditions not covered in this evaluation are subject to separat engineering evaluation. - 8. Mullion design pressure rating,see load rating table sheets 2 and 3 of drawing FL-12078.1. 9. The design pressure rating of the assembly shall be the lesser of th load capacity of the mullion as determined using this approval or the design pressure rating of the individual glazing products used. 10.Bounding box dimensions for geometric shapes must be equal to o less than the rectangular dimensions shown herein. 11.See drawing FL-12078.1 for size and design pressure limitations. Supporting Documenfs: 1. Drawinq No. Preaared bv - Siqned 8�Sealed bv No.FL-12078.1 RW Building Consultants,Inc.(CA#9 13) Lyndon F.Schmidt,P.E. 2. Calculations Preaared bv SiQned 8�5ealed bv Mullion/Anchoring RW Building Consultants,Inc.(CA#9 13) Lyndon F.Schmidt,P.E. 3. Quality Assurance Certificate of Participation issued by Architectural Testing,Inc.,cert fying that Associated Materials,Inc.is /�� manufacturing products within a quality assurance program that co plies with ISO/IEC 17020 and Guide 53. � / v Lyndon F.Schmidt,P.E. FL PE No.43409 9/5/2013 PF 1309 � � Sheet of 1