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40 <br /> BYLYtghigtuality to Ii&. SEE CHART FOR FRAtvtESIZES 4� m <br /> 16250PhlippParkway ��� 1 II{{{. a M D.z° <br /> Streetsboro,Ohio 44241 a a•• <br /> a yaZU <br /> l $Lm 9 6 c W <br /> "BARCELONA"' \i� m 0.a� <br /> f 1 ` `_ <br /> Model "DA30" <br /> SLIDING I i 1NDO ■ <br /> (r7 Z <br /> "NON-IMPACT' a <br /> j X z a� <br /> t /\ <br /> w w �In <br /> J <br /> W ¢� <br /> w. FO <br /> h SJ y 00 Ufn <br /> GENERALNOTES a � <br /> f f CL i 4 <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida �// �// <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" m <br /> n (HVHZ). <br /> v --------------------- <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment <br /> to base material shalt be beyond wag.dressing or stucco. <br /> g 3. When used in areas requiring wind bome debris protection,this product is required t' be o <br /> = protected with an impact resistant covering that complies with FBC Sections 1609.1.2& N N <br /> R301.2.1.2. n <br /> 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown <br /> for 2x buck.mosonly construction. U <br /> a � z <br /> 5. Site conditions that deviate from the details of this drowing require further m w z <br /> A <br /> engineering analysis by a licensed engineer or registered architect. N a o � <br /> n <br /> — z <br /> TABLE OF CONTENTS . :..� - <br /> AX:;" �bESIGN�PRESSURE' S z a <br /> SNEET@ DESCBlt7/0N �GtAS$"� <br /> DAM 10108177 <br /> Z <br /> 1 <br /> € _ TYPk al elevations,design pressures and general notes <br /> 2 Horizontal cross sections <br /> "=,M�w�2Stt1VE;= 'FEGAT(i%k'n <br /> � <br /> 3 Vertical cross sections <br /> 73.0"X 63,0" 31,437'x 54.375" GI +40.0 -40.0 °W BY. JK m <br /> 4 Buck and frame anchoring cHK er: tFS <br /> x 5 Components aR WIW NO-' tt <br /> 6 Bill of materials and glaring decal <br /> 63.0"X-04.0" 26,437"x 35,375" GI +55.0 -55.0 FL—75787.15 r <br /> 0 <br /> v SHEET t or 6 N <br />