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Home My WebLink AboutEvaluation ReportR W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O Box 230 VaInco. FL 33595 Phom 313.659.9197 Florida Board of Professional Errsi—. Cmifrcalc of Aurhodrarm No. 9813 AnchorEvaivation Report ReportNo.: FL-15115.5-80 Dam: September 2l, 2017 Product Category Sub Category Manufacturer Product Name Swinging Therma Tru Corporation "SmoothStae' and "Benchmark by Therma-Tru" Exterior Exterior Door 118 Industrial Dr 8'0 Single & Double Opaque or Glazed Panels w/ & w/o Sidelltes Doors Assemblies Edgerton. 01143517 Inswing IOutswing Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule Chapter No. 61G2D-3, Method 1A of the State of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1, This product anchoring has been developed in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on delails. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2015. All other fastener types to be installed following fastener manufacture's installation instructions. 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL-15225.5-80. 5. Where shims are used, they must be a'rigid / stifr material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5-80 shall be determined by others for specificjobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FL-15225.5-80 require further engineering analysis by a licensed engineeror registered architect. Supporting Documents: 1. Test Report No. Test Standard ETC-01-741-10593.0 ASTM E330.02/TAS 202-94 ETC-01.741-10703.0 ASTM E330-02 / TAS 202.94 NCTL 210-1940-1,2,3,4 ASTM E330-02 / TAS 202.94 TEL 01460147 ASTM E330-02I E1886-02 / El996-02 2. Drawing No. Prepared by No. FL-15225.5-80 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc (CA #9813) Sheet i of 1 Testing Laboratory Signed by ETC Laboratories Mark D. Passero, P.E. ETC Laboratories Wendell W. Haney, P.E. NCTL Barry Portnoy, P.E. Testing Evaluation Lab, Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, RE, Signed & Sealed by Lyndon F. Schmidt, P.E. iarsi!$q`� C g1s.,a`-Lyndon F. SchmidL P.E. FL PE No. 43409 9/21/2017 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. a. 230 Vohico, FL 33595 PI— 913.b59.9197 Ronda BoardofPr iorulE�ineers C<ni8wrc ofAmMrfrarion No. 981J Anchor Evaluation Report Report No.: FU15225.5-68 Date: September 21, 2017 Product Category Sub Category Manufacturer Product Name Swinging Thcrma Tru Corporation "Smooth -Star" and "Benchmark by Therma-Tru" Exterior Exterior Door 118 Industrial Dr 6'8 Single & Double Opaque or Glazed Panels wl & w/o Sidelites 1 Doors Assemblies Edgerton, Oil 43517 Inswing /Outswing Phone 419.298.1740 Insulatod Fiherglass Door with Wood Frames Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon R Schmidt, P.E. (System ID d 1998) for Therma Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the Stale of Florida Product Approval, Dept. of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt. P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or In any other entity Involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been developed in compliance with the 61h Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone'. See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wail coverings. 3 Wood screws shall be installed following installations instructions of ANSI AFBPA NOS 2015. All other fastener types to be instaued following fastener manufacturer's installation instructions. 4. Fastener embedment depths. edge distance and center -center distances shall be specified by the fastener manufacture. but in no instance shall they be less than shown in drawing FL-15225.5-6B. 5. Where shims are used. they must be a'rigid / stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FL-15225.5.68 shall be determined by others for specific jobs in accordance Wth the governing code. 7 Site conditions that deviate from the details of drawing FL-15225.5-68 require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: I. Test Report No. Test Standard ETC-01-741-10702.0 ASTM E330.02I TAS 202-94 ETC-01-741-11008.0 ASTM E330-02 / TAS 202-94 TEL 01460147 ASTM E330-02/E1886-02/E1996.02 2. Drawing No. Prepared by No. FL-15225.5-68 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants. Inc. (CA 99813) Sheet 1 of 1 Testing Laboratory Signed by ETC Laboratories Wendell W. Haney, P.E. ETC Laboratories Joseph L. Dolden, P.E. Testing Evaluation Lab. Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. .......... .y idc 43r;OJ .�� °6aat; tstacllt Lyndon F. Schmidt. P.E. FL PE No. 43409 9212017 R R W Building Consultants, Inc. WConsulting and Engineering Services for the Building Industry B P.0 Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional G•ngineers Certificate of Authorization No, 9813 Product Sub Category Manufacturer Product Name Category 7'herma Tru Corporation V8 Single & Double Opaque or Glazed Exterior Swinging 118 Industrial Dr Doors wi & w/o Sidelites Doors Exterior Door Edgerton, Oil 43517 Outswing Assemblies Phone 419.298.1740 Direct to Masonry Installation Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma Tru Corporation, based on Rule Chapter No. 61G20-3, Method 1A of the State of Florida Product Approval, Dept. of Business & Professional Regulation, RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product anchoring has been developed in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes, specifications and design pressure ratings. 2 Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing, stucco, foam, brick and other wall coverings. 3. Wood screws shall be installed following installations instructions of ANSI AF&PA NDS 2015. All other fastener types to be installed following fastener manufacturer's installation instructions, 4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they be less than shown in drawing FL-15225.68M. 5. Where shims are used, they must be a "rigid /stiff' material that complies with the requirements of the FBC. 6. Positive and negative design pressure requirements for use with drawing FLA 5225-68M shall be determined by others for specific jobs in accordance with the governing code. 7. Site conditions that deviate from the details of drawing FLA 5225-68M require further engineering analysis by a licensed engineer or registered architect. Supporting Documents: 1. Test Report No. Test Standard TEL 01460145 ASTM E330-02 / E1886-02 / E1996.02 ETC 01-741-11006.0 ASTM E330-02 /TAS 201, 202, 203-94 2. Drawing No. Prepared by No. FL-15225.68M RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813) Testing Laboratory Signed by Testing Evaluation Lab. Lyndon F. Schmidt, P.E. ETC Laboratories Joseph L. Dolden, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt. P.E. o 4 f4o 43409 STATE � OF ,'Av Lyndon F. Schmidt, P.E. FL PE No. 43409 Sheet 1 of 1 9/21/2017