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.�`���``"+� ,/'����'�. <br /> _ ; , , �; ASSC3�IATED_MATERIALS � ������o �p��;= M <br /> `+ "'• ' I N C O R P O R A T E D =V?u� �v �t o;�`��+m <br /> 3773 STATE'ROAD =�'�y Z �:�o_ <br /> o� <br /> i!�' •y:�`m M - <br /> CUYAHOGA FALLS, OH 44223 � •,�?••... . ,.�y�' ���� <br /> 96"OVERALL FRAME WIDTH � � � o io m <br /> i����, �"\j, ��� c°'cni aD z <br /> 0 <br /> (� 0 9 Z �Z(J <br /> /� � N io }mcw <br /> � n a ui'di 7 4 i m <br /> MODEL 3004/3B04/3�404/03�44/03S4 � � ; oz � LL <br /> m VINYL FIXED "Replace►v�ent" VI/IFVDOI�1� W � J�a � <br /> � � � <br /> 3 "lVON-Ui�PACT' O W� <br /> � � 3 �� <br /> ^� O � OZ <br /> Z <br /> �, GENERALNOTES � 3 � �`w' <br /> m <br /> 1. This product has been evaluated and is in compliance with the 5th Edition�2014) / W Q w� <br /> Florida Building Code(FBC)structural requirements excluding the"High Velocify //� � o �N <br /> ° Hurricane Zone"(HVHZJ. i � �`" <br /> a <br /> � a �a <br /> '3 2. Product anchors shall be as listed and spaced as shown on details.Anchor Z 5�m <br /> � embedment to base material shall be beyond wall dressing or stucco. <br /> � 96"X 75°FRAME SHOWN o <br /> s 3. When used in areas requiring wind bome debris protection this product Is required to Oriental(on Horizontal or Verfical a � <br /> o � <br /> 3 be protected with an impact reslstant covedng that complies with Section 1609.1.2 of o W^ <br /> � the FBC. ¢N� � <br /> � �a�B o <br /> � 4. For7x stud framing construction,anchoring of these units shall be the same as that oveaau oveR.au DFSIGNPRESSURE �4 � <br /> GLASS ANCNORING o z� <br /> shown for 2x buck masonry construction. FeaMe DAY L7GNT ,n,PE (PS� p�A�� m W o � <br /> q DIMENSION DIMENSION POS. NEG. 'W`�~ <br /> a 5. Site conditions that deviate from.the details of this drawing require furfher engineering sEE g"� <br /> = analysis by a licensed engineer or registered architect. �20.0^x so.o^ na.�s°x sa.�s +35.0 -35.0 SHEEf 5 '�� _ <br /> � G1 m N <br /> iABLE OF CONTENTS 96.0"X 75.0" 90.75"X 69.75" +35.0 -35.0 ^^N Q = <br /> ° SHEETB DESCRIPT/ON 96.0"X 60.0" 90.75'X 54.75" +50.0 -50.0 � _ <br /> 1 T lcal elevatlons,design pressures&general notes GZ SEE n N.-Z � <br /> � 2 Vertical&horizontal cross sections SHEEf 6 u <br /> � 72.0"X 84.0" 66.75"X 78.75" +40.0 -40.0 � <br /> 3 Vertical&hodzontal c�oss sectlons oA�:10 23 13 0 <br />' � 4 Buck&frame anchoring 5� N.T.S. � <br /> 5 <br /> w 5 Buck&frame anchoring 72.0"X 72.0" 66.75°X 66.75" GI +50.0 -50.� ovrc.er: JK m <br /> d 6 Buck&hame anchoring cHe.er: LFS 3 <br /> 'g 7 Bill of materials,glavng deiails and camponents <br /> 60.0"X60,0" 54.75"X54.7S' G3 +5�.0 -50.0 SEE DRAWINC N0� m <br /> � SHEEf 4 FL-9909.23 — <br /> � a <br />' _ s�r 7 ov 7 � <br /> V <br /> � <br />