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; � � R � R W Building Go�isultants, Inc. <br /> $ Consutting anii Engincering Seivices fo'r the Building 7ndustry <br /> C P.O.Bo,X 230 Velrico,F,L 33595 Phone813.859.9I97 <br /> Fiarida 33onrd afFro£essianat Engineezs Ceitificate ofAuthorizatiosNo.9813 <br /> 'Rroauct <br /> Category $��`����ary Manufacfurer Praduct Wame <br /> � ' Newsouth Window soiutlans " 9500 Slider x0 <br /> Windows Harizontat Sifder 4�9'��ak Fair BIvB w/Ftange <br />, <br /> Tampa,PL.3361p "Non-ItnpacY' <br />� <br /> Scope: Product Evaluation.repor#is.sued.by R W Bui(ding Consultarits,lnc.&Lyndon F,Schmidt,P.E.{System!13#1998j for <br /> NewSotith Vttindow_Satutions,based-on F2ute Chspter No.&1�20-3,Niethod 1A of the�Stete af Fiorida Product Approval, <br /> Dept..of Business&Professi9nal Regulation. <br /> RW Bui(ding Consu4fants':and Lyndon F.Sehmidt;p.E.da.nat have.norwiil:aequire financiat interest in the company <br /> manufacturing.o[d[s'tributing,the-prod'uct ar in any other enGty involved in the approval pracess of the praduct named <br /> herein. <br /> Llmitations: <br /> "t. i"his product anchoring drawErs`g has tteen ev�luated and Is in campllance w(th ihe 5th Edition(20'14}Flot�da Bullding Cflde{FBC} <br /> exctuding the"High 1Jeiocity Fiurricane Zorie"(HVHZj.'See the Certification Agency Certificate�for sizes,specificatians&ratings. <br /> 2:�FroduGt anchors sha!!be as list�d arid spaced as shown on details.Anchor ernbedment to base mater�a(shal(be beyond watl dsessing <br /> or stucc,o.. , <br /> 3:When.used'iri areas-cequiring vu'ind bome.debris protecFsan thls product is required ta.be pratected v,+ith an impact resistant aovering <br /> that�compiies tivith Section 1609:1.2 of the.�BC. <br /> 4:'For 2x_stud framing const�uetiafl,anchoring of.these units.,shall!ie the same.as that shown for 2ac buck�nasonry construction. <br /> 5� Site condidons that.devfate from the details.of drawing'FL-16842,2 require further engineering analysis by a licensed engine�r or <br /> registeced.architect. <br /> 6. See drawing F.L-16842:2�for size and design pressure limitatians: <br /> Srrppotttng`Documerifs: <br /> � 1. TestReportNa. Test Standard Testina Laboratarv Siqned bv <br /> � ' . , .AT!`C7536,f}7-501-44 AANIAl1Nl�(UTAl10'l11.S.?JA440-08 Architectural Testing;Inc. Michael D.5tremmel>P.E <br /> 2,=Drawina No. Preaared bv Siianed&Sealed bv <br /> No.FG18842:2 RW Buiicling Cansultants�Iric._{£A'#19813} l.yndon F.Schmidt,.P.E. <br /> 3. Calculations F?repared bv �ianed S Sealed bv <br /> i Anchar�ng F21N�Bu�[ri'ing-Consut�anfs«Ittc,_{CA#9813} �.yndon F.Schm3d#,P.E. <br /> ��Ann1Sr if Pg@ryy�+ <br /> I • �����g�'�., '`'.J'S..i��'u'�j��.iy�� <br /> � ���� �r'>-'�,C.Pt s�:• •�,°�o <br /> � }w(�� �k3�i1°.+` n '; �.�, <br /> a:k; � <br /> k• <br /> II ��n o.� � <br /> ;."��^ STt:T� �='�' o'�t•;, <br /> ""��?�° .� �,� <br /> II '`` -, , t'i5 ,�e ,�,� <br /> ��°'�}�`> � «F;� �!'�..t y'' <br /> o"o.rl�-v�` ' z. 'F�� 4b4. <br /> � ' ;t �_ . ' . ,• �'��r�a�'��.iT�����,Q' Lyndon F'.Schrn[dt,P.E. <br /> , - a82Bs. FLPENa.43409 <br /> � , � . 12118l2015 <br /> ' ' � , - Sheet 1 af 1 <br />