My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
15-16232
Zephyrhills
>
Building Department
>
Permits
>
2015
>
15-16232
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/14/2016 11:14:31 AM
Creation date
1/14/2016 11:14:29 AM
Metadata
Fields
Template:
Building Department
Building Department - Doc Type
Permit
Permit #
15-16232
Building Department - Name
APPENFELDT,WILLIAM
Address
38431 14TH AVE
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
24
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
R � R. W Building Consultants, Inc. <br /> B Consulting and Engineering Services for the Building Industry <br /> C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 <br /> Flarida Board of Professional Engineers Catificalaof Authori�a�ion No.9813 <br /> Product <br /> Category Sub Category Manufacturer Product Name <br /> NewSouth Window Solutfons eVarNage <br /> Windows Horizontal Slider 4901'Oak Falr Blvd HoNzontal Sliding W(ndow <br /> Tampa.FL 33610 "Non-ImpacY' <br /> 513 284.0129 <br /> Scope: Product Evaluation report issued by R W Building Consul#ants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)far <br /> NewSouth lNindow'Solutiohs,.based on Rule Chapter No.9N-3,Method 1D of the State of Florida ProductApproVal,Dept. <br /> of 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 distri6uting the product or in any other entity Involved in the approval process of the product named <br /> herein. <br /> Lfmitations: <br /> 1.This protluct has been evaluated and.is in compliarice with the 2010 Florida Building Code-(FBC)structural requirements excluding the <br /> "High Velocity Hurricane.Zone:'(H17HZ). <br /> 2. Proiiuct anchors shall be as listed and spaced as shown on details.Anchor embedment to base.material shall be beyond wail 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 compties with Section 1609.1.2 of#he Fiorida Building Code. ' <br /> 4. Site conditions thaf deviate from the details of drawing FL-15368.5 require further engineering analysis by a licensed engineer or <br /> �egistered architect. <br /> 5. See drawing FL-15368.5 for size arid d:esign Pressure limitatioris. <br /> Supporting Documents: <br /> 1. TesE Renort No: Test Standard Testina Laboratorv Siqned mv <br /> Al`I A6134.01-401-44 AAMAlNVDMA/CSA 101/I.S.2/A440-OB Architectural Testing,Inc. Don Beltz <br /> 2. Drawina No. Prenared bv Siqned&Sealed bv <br /> No.FL-15368.5 - RW Building.Consultants,.lnc.(CA#9813) Lqndon F.Sctimidt,P.E. <br /> 3. Calculations Preoared bv Sianed&Sealed bv <br /> Anchoring. � RW Building Consuttants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. <br /> 4. Qualttv Assurance <br /> Cert�cate of Participation issued by Keystone Certifications,Inc.,certifying that NewSouth-�ndow Solutions is <br /> manufacturing p�bducts within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. <br /> ��� . <br /> Lyndon F.Schmldt,P.E. <br /> FL PE No.43409 <br /> 4/19/2612 <br /> PF��9 Sheet 1 of 1 <br /> ; <br />
The URL can be used to link to this page
Your browser does not support the video tag.