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NN <br /> 31,1 <br /> SER FOR <br /> Y Y FRAME SIZES <br /> SRES r���, �"� �°f• <br /> Lite <br /> 8ri:t �� ��gin�c�tscz�ity rp light. �r' rrn r�� ��\ > m <br /> ` .10250 Phli pp Parkway �R 9 z <br /> Streetsboro,Ohio 44241 z <br /> o Q 9 g G 0. <br /> "BARC LONA1" 1 ��i � � 1�C cMo1 �a�L <br /> Model " 30" . <br /> PICTURE WINDOW <br /> NON-IMPACT' <br /> d ` ®14 m e <br /> b GENERAL NOTES <br /> 1. This product has been evaluated and Is in compliance with the 6th'Edition(2017)Florida I <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" a 0. <br /> (HVHZ). <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment <br /> to base material shall be beyond Wail dressing or stucco. i <br /> 3. When used in areas requiring wind bome debris protection,this product is required to be I <br /> protected with on impact resistant covering that complies with FBC Sections 1607.1.2& <br /> R301.2,1.2. <br /> 4. For 2x stud framing construction,anchoring_ of these units shall be the some as that a <br /> ra shown for 2x buck masonry construction, <br /> S. Site conditions that deviate from the details of this drawing require further a <br /> engineering analysis by.a licensed engineer or registered architect. -MAX.- NtA�G=-;;:- l pSlQM,PBESStiRE;(PS �^ <br /> •� ^:;. a G44SS: �.-•,....:--,- .: .�;'':` z <br /> fYP�' <br /> ;i-QIMENS�O�t:.:, rD►b1fNStaft:;. PPSB1hEc;NECrAFEtjC':' o <br /> :0 TABLE OF COMMa <br /> SHEU4 I 00CRIP1i0N 4 W X 69 r? 41.56°)56,56" Gt +65.0 -65.0 <br /> i Icai a evat ors,deli n pressures and generral Wes - <br /> 2 V.%Oontol cross sections� 48.U"X MW 41,66"x ASS" Gi +50.0 150.0 <br /> 3 uckand from.rinchavng <br /> A Buck and frame one oring 9 D1y0'�' JK <br /> 5 Buck and frame anchodn - 72,0 X 720 b5,$b x bE,Sb G2 #4S.0 «45,0 <br /> 6 Bill al materials,componerilsona glazing deic-il- DMWM NDa <br /> - FL--1576-.12. a <br />