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18-19749
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18-19749
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Last modified
9/18/2019 8:56:33 AM
Creation date
9/18/2019 8:56:31 AM
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Building Department
Company Name
ORANGE BLOSSOM RANCH
Building Department - Doc Type
Permit
Permit #
18-19749
Building Department - Name
JONES,LINDA & WENTWORTH,BRENDA
Address
4607 BLOSSOM BLVD
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R W R W Building Consultants, Inc. <br /> BConsulting and Engineering Services for the Building Industry <br /> C P.O.Box 230 Val rico,FL 33595 Phone 813.659.9197 <br /> Florida Board of Professional Engineers Certificate of Authorization No.9813 <br /> Product ► , <br /> / t► ► 2017 <br /> Product Sub Category Manufacturer Product Name <br /> Category <br /> Plastpro Inc. Smooth I Wood Grain I White Wood Grain <br /> Exterior Swinging <br /> Exterior Door 5200 W.Century Blvd. Rustic!Mahogany <br /> Doors Assemblies Los Angeles,CA Series N Fiberglass Door <br /> Phone 440.969.9773 InswinglOutswing-"Non-Impact" <br /> Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for <br /> Plastpro Inc., based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval,Department of <br /> Business&Professional Regulation. <br /> RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company <br /> manufacturing or distributing the product or in any other entity involved in the approval process of the product named <br /> herein. <br /> Limitations: <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC)structural requirements <br /> excluding the"High Velocity Hurricane Zone"(HVHZ). <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing <br /> or stucco. <br /> 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering <br /> that complies with FBC Sections 1609.1.2&R301.2.1.2. <br /> 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. <br /> 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered <br /> architect. <br /> 6. See drawing FL-15213.14 for size and design pressure limitations. <br /> Supporting Documents: <br /> 1. Test Report No. Test Standard Testing Laboratory Signed by <br /> CTLA 900W5-3 101/I.S.2-97 Certified Testing Lab. Ramesh Patel, P.E. <br /> CTLA 900W5-4 101/I.S.2-97 Certified Testing Lab. Ramesh Patel, P.E. <br /> 2. Drawing No. Prepared by Signed&Sealed by <br /> No. FL-15213.14 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E. <br /> 3. Calculations Prepared by Signed&Sealed by <br /> Anchoring RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt, P.E. <br /> 4. Quality Assurance <br /> Certificate of Participation issued by National Accreditation and <br /> Management Institute,certifying that Plastpro Inc.is manufacturing products <br /> within a quality assurance program that complies with ISO/IEC 17020 and <br /> Guide 53. �� ��rl"i/; o��o <br /> c t.,3409 <br /> v �Yv <br /> ®�o STATE OF 4 C�o Lyndon F.Schmidt,P.E. <br /> .� FL PE No.43409 <br /> ANQ�t °",f �' 10/19/2017 <br /> Sheet 1 of 1 y <br /> �0 <br />
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