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�"�. <br /> , • <br /> , ,J` L � ° e � <br /> 0 1�e � �d <br /> �^n om �� <br /> ��IVindows �P w � � � <br /> vi Z M Z <br /> �m o <br /> 8ri>:gi>tg gTtality t0 jip�I2t, SEECHARTFOR ��� „o� a <br /> 10250 Philipp Porkway FRAME SIZES � i o m o•- a <br /> Sfreefsboro,Ohio 44241 �. °u n ,a`c � <br /> y � •Z o� u� <br /> r ?m° <br /> � S o 0 4 <br /> ��c <br /> � d m e a m� o <br /> "5300 DH53" (G5305) ;�� ; � c� � <br /> DOUBLE HUNG WINDOW ° � <br /> X ° <br /> "NON-LMPACT' W <br /> � � �� <br /> y � <br /> w v,z <br /> ��/ 3 0 <br /> GENERAL NOTES � � $ z� <br /> � 3 r °w <br /> / W m 'C� <br /> 1. This product has been evaluated and is in compliance with fhe 2010 Florida � ��t <br /> Bulding Code(FBC)structural requiremenis exciuding the"High Velocify � /�� � W <br /> i � � <br /> J� <br /> Hurricone Zone"�HVHZ). w U N � �� <br /> � x , � �w <br /> 0 2. Product anchors shall be as Iisted and spaced as shown on detaiis.Anchor a a a <br /> embedment to base material shall be beyond wall dressing or stucco. <br /> � <br /> � m <br /> ;� 3. When used in areas requiring wind bome debris protection this product is — — <br /> � required to be protected with an impact resistant covering that complies with ;� <br /> � Secfion 1609.1.2 of the FBC. <br /> � 4. For Dc stud framing construction,anchoring of these units shall be ihe same as <br /> N <br /> .� that shown for Dc buck masonry construction. o <br /> � <br /> 0 5. Site conditions thaf deviate hom fhe details of this drawing require furfher � <br /> � engineering anatysis by a licensed engineer or regatered architeci. � <br /> d <br /> .^. <br /> ; 7ABLE OF CONTENfS = <br /> gSNEEfR DESCRIPTiON �,,.t;,_.�...::-_-_.__.:__-....,-:;.: _.;_...;, _ W = <br /> . .,...�..�-h1AX.`,=::i.;,.•__•:,.,;:rMAXi,-':,;;;v.::, _ - . ,-_ - a j. <br /> 1 Typical elevations,des(gn pressures and genemi notes __; --__,_ ,; ,;,,�.;:,,_ . '��$S'°' <br />