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R. � R �JV Bui�ding Consulta.nts, ��. <br /> � Consulting and Engineeri g Services for the Building industry <br /> 1.� P.O.Sox230 Yatricu, 33595 Phone SI3.6S49f4? <br /> Floridu Boani of Professional En 'necrs Certificate of Aulhornadon No.9$13 <br /> / / / ' 0 • <br /> # <br /> Product Sab Gategory Manafactursr Product Nam� <br /> Gategary <br /> Swinging �herma Tru Corporakion "Premium Series, '"ConstrucEion Series" <br /> Exterior ���Oe Q�4r 118 Industria!Dr and"8enchmark by Therma-Tru" <br /> Doars p��mblies �����aa�,Ot-i 43517 8'0 Singte Opaque or�lazed PaneE w/&wlo Sidetites and Transom <br /> Phone 419.298.174Q Inswin /Outswin Steel Dao� <br /> Scvpe: Praduct EvatuaUan repart issued by R W Buifding Cansuttan ,inc.�lyndon F.Schmidt,P.E.{System iCi#1996}for <br /> Them►a Tru Corporatian,based on Rule Chapter No.9N-3,M ihod 1A of the State oi Florida Product Approvaf,bept.of <br /> Businsss&ProYessional Regulation. <br /> RW Building ConsultanGs snd Lyndon F.Schmidt,P.E.da not have nor will acquire financlal interest in the company manufacturing <br /> or disVibuGng the product or in any ather entity involved in th apprava{process of the produci named herein. <br /> t,lmhatlons: <br /> i.This product ac�choring has been developed in comp!#ance xrith ihe 24'iQ lorida Buildittg Cade{FBC}struc#t�rat requiremenEs exctuding fhe"Nigh <br /> Velocity Hurricane Zone°. See the Certificatian Agency Certi�icate for size ,speci�ca6ans and design pressure ratings. <br /> 2. Product anchars shell be as Itsted and spaced as shown on details.Anch embedment to base material shall be beyond wall dressing or stucco. <br /> 3_ftVood screws sha41 De installed fotlawlrsg ins#a3laGons instnFCtions af ANS! F&PA N{}S 2005.Atk o#fzer fastener fypes to be Ir�sfatled fo3lowing fastener <br /> manufacture's lnstaNation insbucflons. <br /> 4. Fastener embedment depths,edge distance and cenker-ceMe�distances hall be speoffied by the fastener manufacture,but in no instance shall they <br /> be iess than shown In drawing FL-95225.6-8Q. <br /> 5.Where shims are used,they must be a'rigid/stiff°m�teriat that campties 'th tfie requirements of the FBC. <br /> B. Positive and negative design pressure requir�ments far use with drawing L-15225.6-80 shalf be determined by others for specific jobs in accordance <br /> �th Ehe goveming code_ <br /> 7. Site conditions that deviate fram tfie details ai drawing F1-15225.6-8Q req ire fuRher engineering analysis by a licensed engineer or registered archifec <br /> SupporNng Documents: <br /> 1. Test Ftsoort No, Tesi Standard Testinq E.aboratoro Siq�ed bv <br /> NCTL-2'10-2030-1 AANiA/NINWDA/101A.5.2-97 NGTL Barry D.Portnoy,P.E. <br /> TEL Q1460947 ASTM E33q-Q2 TesNng Evaluation Lab. tyndon F.Schmidt,P.E_ <br /> 2. Drawinca tda. Pre�ared bv Siqned&Sealed bv <br /> No.F1-i5225.6-80 RW Sui[dtng Consuttants,inc.(GA#9$'I Lyndoo F.Schrnidt,P.E. <br /> 3. Calculations Pre�►ared bv Siqned&Sealed 6u <br /> Product Acicharing RW 8uilding Cansulian#s,Inc.{CA#�981 } L}mdan F.Schmldt,P.E_ <br /> Buck Anchoring R!N Buitding Consultants,Inc.(CA#989 ) Lyndon F.�chmidt,P.E. <br /> � <br /> Lyndon F.Schmid�,P,E. <br /> FL PE No.43449 <br /> P;1205 Shee# of 1 2121f2012 <br /> I <br />