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. ` <br /> �. <br /> . ,� <br /> o`��,```„`* ,I,'����'�. <br /> � 48.75'MA)C.OVERALLFlNWIDTH ��� .•• '��� � <br /> ro <br /> 46.?S MAX.OVERALL FRAME WIDTH � <br /> :J�ti <br /> 3501 CR 6 EAST _V� * �za_Z_�O�' <br /> ELKHART, IN 46514 �j.:, g :'y��� $,q� <br /> i �'•. �5�� F.S N <br /> �/� �'•.. ..•"� `\� -���Oml <br /> 7 <br /> ''''����1 I111`�``` U N�Z <br /> �� 9 c� ■zi <br /> �`Si°' 9m �W <br /> MODEL 9750 � ��/' N � yg �ora <br /> a r maa� <br /> PVC SINGLE HUNG WINDOW ' N � 9� � <br /> W/ ALUMINUIVI NAILING F�N = � O � � �a �Z� <br /> "NON-fMPACT' = W �j/ 3 N= <br /> � WJ <br /> Z / � o� <br /> ¢ � / Z <br /> q 3 �w <br /> Q Z J Q� <br /> GENERALNOTES o � x w �� <br /> O � W y <br /> 1. This product anchoring drawing has been developed in compliance with the 5th Edition � ' � �� <br /> (2014�Florida Bulding Code(FBC�excluding the"High Velocity Hurticane Zone".See the r � �/ o N � �.� <br /> Certification/�qency Certificate for s¢es,specifications and ratings. � � o � a <br /> � a a <br /> m 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to /� y;y y} <br /> base moterial shail be beyond wall dressing,stucco,foam,bdck and other wall covedngs. - �� '�"m <br /> 9 3. Wood screws sFiall be(nstalled followfng installation instruct(ons of ANSI/AFB.PA NDS 2012.All � � <br /> °' other fastener types to be installed following fastener manufacturers installation inshuctions. � :; <br /> � �/ � <br /> / N <br /> t 4. Fastener embedment depths,edge d(stances and center-center d(stances shali be as N�� Z <br /> 3 specified by the fastener manufacturer but in no instance shatl they be less than shown in thic ' ���o 0 <br /> " drawing. �S�� N> <br /> .� <br /> � U N �+1 <br /> ° 5. Where shlms are used,they must be a'figid/stifP'material that campfies with the ���� � <br /> °' requirements of the FBC, o�o� <br /> � <br /> � 6. PosiHve and negaiive design pressure requirements for use with thk drawing shall be ���ry � <br /> Q detertnined by others for specific jobs fn accordance with the goveming code. ��e o� < <br /> � N N^ Q j <br /> B 7. Site conditions not covered by lhis drawing are subject to furfher engineering analysis. N'�a o� _ <br /> anN�-Z ° <br /> n <br /> �.� �_�':�. -c::.'^_.,����:-Y--.` i <br /> o SHEET f DESCRIPf10N TABIE OF CONfENiS _4:���,.-,;�.���F I�itA�X:,���y--�:;3p�IGNiP��R��7P$F]� �11/15 10 0 <br /> �:i � � . ' ...a .�•.� _..,..'�.;1°:+i: � <br /> w ' �,.i�6ri�flN�.r��;��p;��-�Ea;� _� . N.r.s. � <br /> = 1 T Ical eievatlan,desl n ressures g eneral notes �pn;z,�' '� r �'EG' " m <br /> Q �OIAAENSIdN;;,_ DI(�ENSIOI�j�^t�,;� 1.�I�E"„L�(_,�11Y�� owc.en JK <br /> .�'�i....._ .,._.....�s ._,.�.,. „�k.,�_. ...._�_�_ <br /> w 2 Horizontal&verl(cal cross sectlons&b11 of materials � � � �"'� • cHK ev: LFS ; <br /> 3 Horizantal&vertical cross secllons and glazing'detal 48.75"x 625" 46.25"x 60.0" +50.0 ' -50.0 - ow�x�Na r+o.: � <br /> 0 0 <br /> � 4 Buck&frame anchoring FL-993.4 0 <br /> N <br /> • • sxcer 1 ov 4 � <br /> 0 <br /> � <br />