Laserfiche WebLink
., , '. <br /> � R � R W Building Consultants, Inc. <br /> B Consulting and Engineering Services for the Building Inddsqy <br /> C P.O.Box 230 Valrico,FL"33595 Phona 813.659.9197 <br /> Florida Board of Professional Engineers Certifcate of Authorization No..4813 <br /> r <br /> I 1 / <br /> Product . Sub Category Manufacturer Product Name <br /> Category <br /> NewSoukh Window Solu.Uons 940.0 Single Hu�ng Window <br /> Windows Single Hung 4901 Oak Fair Bivd w/Fiange <br /> Tampa,FL.33610 "Non-ImpacC' <br /> 813 626-6000 <br /> Seope: Product Evaluation�eport issued b}i R W Boilding Corisultants,Inc.&Lyndon'F.Schmidt,:P,E.(System ID#1.998)for <br /> NewSputh Window Solutions,based on Rule Chapter No.61 G2Q-3;Method 1A of the State.of Florida Product i4pproval, <br /> Dept..of Business&Frofessionai Regulation. <br /> RW Building Consultants and Lyndon F.Schmidt,P.E.do not have norwill acquire fnancial interest in the company <br /> manufacturing.or.distribu6ng fhe product or in any other entity invofved in the approval process of the product named herein. � <br /> Limitatians: <br /> 1. This product ancharing drawing has beeh evaluatecJ and is in compliance with the 5th Edition(2014j Florida Building Code�FBC) <br /> excluding the"High Velocity Hurricane Zone"(HVHZ).�ee th.e Certificatiort Agency Certi�cate�or sizes,specifications&ratings. <br /> 2. Product anchors shall be as listed.and spaced as shown on details.Anchor embedment.to base material shall be beyond wall dressing or <br />' sfucco. <br /> 3. When used in areas requiring wind bome debris protection this produGt is regufred to be protected.wifh an impact resistant covering that <br /> complies with Section 9609.1.2 of#he F6C:. <br /> 4. Far 2x stud.framing construction,anchoring of these units shall 6e the same as that shown for 2x buck masonry construction. <br /> 5,Site.conditians tfiat deviate from ihe details of drawing FL-16857.2 require further engineering analysis by a licensed engineer or <br /> registered architect,. <br /> 6, See drawing FL-16851.2 forsize and design(iressure limitations. <br /> Supporting Documenfs: <br /> 1. Test Reaort No. Test Sfandard Testina Laboratorv Slqned bv <br /> ATI C7180.OT-501-44 AAMAIWDMA6101lI.S.2lA440-08 Architectural Testing,fnc: Michael D:Stremmel,P.E. <br /> 2. Drawina No. Preaared 6v Siqned 8�Sealed bv <br /> No:FL-16851:2 RW Building Consuttants,Inc.(CA#981.3) L�ndon F.Schmidt,P.E. <br /> 3. Calculations �repared tsv Siqned l�Sealed bv <br /> Anchoring RVIf Building ConsWtants,Inc.:(CA#9813) Lyndon F.ScF�midt,P.E. <br /> 4�2�cF�.�2�d�cDr�m.�a_ <br /> �@ �'��'�'`a�"'j yv'� <br /> �„��� �°°v��'�-�4'`v'^�`� ��� <br /> �, a° ' Q�°: �°,°' <br /> � a �� 43���;=� � ,� <br /> � �, �;x ,�, <br /> � <br /> a ;� <br /> �-�t; e�.,.� <br /> �a � <br /> «��°„���P ,S i�s�� Q� �°��1c'� r <br /> � `'���� <br /> �`"�6' ���'�e,������„�' � . <br /> - ��r �+ '`' � 6 <br /> � � <br /> °d8y @�d'�#�����eq�0 <br /> Lyndon F.Schmidt,P.E. <br /> FL PE No.43409 <br /> 7/Z7/2015 <br /> Sheet 1 of 1. <br />