Laserfiche WebLink
� R w � R �V Building Consultants; Inc. <br /> B Consulting and Engineering Services for thc Buililing Industry <br /> � P.O.Box 230'Valrico,FL 33595 Phane.813.654.9197 <br /> Florida Board ofProfessional Engineers Certiiicate ofAuthori�ation No;98}3 <br /> � / / / <br /> I <br /> Product. <br /> Category Sub Category Manufacturer Prbduct Name <br /> NewSoutb Window Solutions 9500 Siider7f0 <br /> Windows Horizontai Slider 4901 Oak Fair Blvd Impact Rated-HVHZ <br /> � Tampa,FL 3361Q w!Flange <br /> 813 626-6000 <br /> Scope: Product Evaluation rep4rt issued by R W Building Consultants, Inc.&Lyndon F:Schmidt, P.E. (System:ID#1998}for <br /> NewSouth Wiridovu Solutidns,based on Rule Chapter Na.61G20-3;IVlethod 1A of the State of Florida P�oduct Approval, <br /> Dept,of Business&Professional Regulation. <br />' R1N.Building Consuitants and Lyndon F.Schmidt,P.E.do not have nor will acquire�inancial interest'tn the company <br />, manufacturing or distribufin�the product or in any other entity.involved in the approval process bf fhe p�oduct named <br /> herein. <br /> Limitafions: <br /> h: This.product anchoring drawing has been evaluated and is in compliance.with the 5th EditiQn(2014�Flo�ida Building Code(FBC) <br /> including the"High Velocity Hurricane Zone"(HUHZ�.See ttte Certificatian Agency Certificate.for sizes,specificat�oris&ratings. <br />, 2: Product anchors shall 6e.as listed and spaced as stiown on details.Anchor embedment to base material shall be beyond wall dressing <br /> or stucco. <br /> 3. When.used in the"HVHZ",this.product complies with$ection 1626 of the FBC and daes not require an impact resistant.covering. <br /> 4. For 2x stud framing constiuction,ancho�ing.of these units shall be the same as that shown for�x buck masonry construction, <br /> 5. Site conditions that'deviafe from the cletails of drawing FL-16842_6 r.equire further engineering analysis by a ticensed erigineer or <br /> registered archite.ct. <br /> 6. Ses drawing FL-16842_6 for size and design pressu�e limitatians. <br /> Supporting Documents: <br /> 1. Test Repoit No. Test Standa�d Testinp Laboratorv Siqned bv <br /> ATI DOOD2.02-401-18 TAS 201,202,203-94 A�cfiifecfural Testing,Inc. Shawn G..Gollins,P.E. <br /> 2. Miami Dade.NOA Ma#erials Testinq <br />, 14-0423.16 Saflex�PVB Irtterl,ayer(Eastman Chemical Co.) <br /> 3. Drawinn No. Prepared 6v Sianed&Sealed bv <br /> No.FL-�j6842:6 RW BUilding Consultants, Iric.(CA#9813) Lyndon F..Schmidt,P.E. <br /> 4. Calculations Prepared.bv Siqned&Sealed bv <br /> Anchoring RV1f Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. <br /> ��Q�aa�s�.��y,��� <br /> �,�����.��`-,��i����y�,,n,a <br /> ' §��� �1'�• ,`�Va�aS�y�� '.s� �aas <br /> > <br /> • y�y ,�+' f"t <br /> 04 4 � <br /> ��k; o° �!O c�v�klp" ':�"�oa <br /> � <br /> �Y � � <br /> �� J �� n��l/ <br /> � Y / � <br /> "�'a ., S3"!=l'� `�:- ��� � <br /> .� � <br /> ��C°`'.-t��e.,'�,� ����;�;°`���� <br /> ����� ' °`��'����' LyndonF.Schmidt,P:E. <br /> da������������c.��� FLPENo,43409 <br /> 8/3/2015 <br /> Sheet 1 of 1 <br />