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.�`` '�. <br /> S�lver Line ...����.....� . ";°�.. � <br /> :�: g ���,z� <br /> byAndersen :N:� � � �:�:-�m <br /> �. Z �;. � <br /> WINDAWS • DOOR � = ���T�= <br /> � 53.25'MAX.OVERALL FLANGE WIDTH /�ii>•�'••••• ••-•• ••,`���� �>°M m <br /> 5 2 0 0"M A X.O V E R A L L F R A M E W I D T H '''����I!*It�� $N�� <br /> � � � U' x z <br /> SERIES 70 - MODEL 2127FL � N��� 9°oL°,� <br /> EXTRUDED VlNYL SINGLE HUNG �IVlNDOW ;;�' �'�' � �a � <br /> � . w/ or,w/out FLANGE � � � � � <br /> � �rvorv-iMPAcr� � = m �z <br /> w , � � <br /> � GENERALNOTES I � � �// Z ,�Q�� <br /> � 1. This product has been evaluated and;is in compliance with ihe Sth Edition(2014)Florida Bu�ding <br /> i � �� <br /> � Code(FBC)structural requiremenfs tncluding the"High Yeloctty Hurticone Zone"(HVHZJ. � o � a � �� <br /> ` 2. Product anchors shall be as Ilsted and spaced as shown on detdls.Anchor embedment to base � � /,�� � <br /> o matedal shall be beyond wall dressing or siucco. � h� � &I � � �� <br /> a 3. When used In the"HVHT'thts product is requ(red to be protected with an impact resistant ^ � /� a ��� <br /> � covering that complies with SecHon 1626 of the FBC. <br /> � � � <br /> �3 4. When used in areas outside of the"HVHT'requiring wind bome debris protection thk product Is /,�� Z <br /> � required to be protected with an impact resistant covering fhat complies with Section 1609.1.2 � 0 3 <br /> � of the FBC. ' N� <br /> � o vf <br /> " 5. For 2x stud framfng corutrucflon,anchoring of ihese units shall be ihe same as ihat shown forDc �z � <br /> � buck masonry construction. ; y� � <br /> f,o 0 <br /> � 6. Site conditfons that deviate from ihe detals of fhis drawing require furfher engineering analysis � <br /> � by a licensed engtneer or registered orchffect. o� <br /> $ 7, This product meeh water infilhafion requirements for"HVHZ". y� <br /> � �_ <br /> r1=.0Y�RALL,:•=_';OVERALLr r; .,_..._:MAXi':';�: ',:c::, ::.t: .. . : N�� J <br /> � - TABLE OF CONTENTS `Fi�trv�e F(2i4ME ',.� D.GO.; GLASS- DESlGN PRESSURE(PS�; h N� m <br /> '1YPE;< , �, � : <br /> P�MENStON_r D(NIENSION_ :DIMENSION ��POSITlVE;t. NEGAi'IVE N,..o 0 <br /> � SHEET# DESCRIPiION - _ z � <br /> 1 Typical elevat on,design pressures 8�general notes sa.2s'x 63.58" 52.00"x 62.50" 47.69"x 28.25" +62.8 -6b.0 ��0 3o t2 °_ <br /> = 2 Horizontal 8�vertical cross sections �t,�2 � N.r.s. ° <br /> ' 3 Horizontal&verfical crou sections sa.2s°x�a.os^ sz.ao��x�3.00^ 47.69"x 33.50° +55.0 -60.0 °*`+•�"` JK m <br /> ,� 4 Buck and frame anchoring a.c en lFs � <br /> � b B II of materials, lazing etai s&com onents 0°�1"N0 N0° N <br /> � � . R.—�4s�t.2� o <br /> � ���� N <br /> � , � <br />