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<br /> ���``�"�`" 96"MAX.OVERALL FRAME WIDTH— ��4�n i �� ��� z o m d
<br /> �OakFaiBlvd.iampa.R3,9610 �� y o n z
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<br /> q GENERAI NOTES �� � � � N���
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<br /> � 1. This product anchoring drawing has been evaluated and ts in compfiance Q � � o �� �
<br /> ` with the 5th Edition(2014)Florida Building Code�FBC)excluding the"High � o' � ��,
<br /> � Veloc�ty Hurricane Zone"(HVHZ).See the Certificotion Agency Certificate for a � a a�
<br /> o sizes,specifications 8,ratfngs. �
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<br /> � 2. Product anchors shall be as Gsted and spaced as shown on details.Anchor ��� t��
<br /> embedment to base material shall be beyond wall dressfng or stucco. � ;
<br /> 3. When used in areas requiring wind bome debris protection,this.product is ;
<br /> � required to be protecfed with an impact resistant covering that complies with z '
<br /> � Section 1609.12 of fihe PBC. '°–° I
<br /> a 4. Fo�2x siud framing construcfion,ancharing of ihese units shall be the some as �
<br /> � thatshown for 2x buck masonry conshuction.
<br /> 8
<br /> 9 5. 5ife conditions thaP deviate from ihe deta�s oF this drawing require further �
<br /> engineering ana{ysis by a Gcensed engineer or regBtered archifect: �
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<br /> � 7ABLE OF CONTENTS :. ;::;MAz:.' -:: �= ` nx.: -.::.•:. :.�;;:�.�: ;:-; ..:;�.. . .,. ES .- .,.�i`�,. _
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<br /> � 1 Typical elevations,dest n reuures& eneraLnotes d�F N5 Qp1-<;;;''DIM��SlON j�"� _';:.. ,..:""'>: •T.y�E'. Z' �
<br /> SNEEi� DFSCRIPTtON 9 P 9 _- M . :, :~ , :: ,,: ' :c .PYC:' :: Gt..., :: +3i•0 ~' ^Y-40.0N' '
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<br /> � 2 Horaontal cross sections �: N.T.S.. "9.
<br /> � 3 Verficdl cross secFions ' " � wi�ar. dx, '
<br /> 3 . 9b.Q"X 98.0" ''34,63"-X B6J5" . . -
<br /> 4 Buck and frame anchoring. �„�8,,, ��S m
<br /> ALUM GL � +45.Q �50.0 ;
<br /> � . 5 Bill of materials,gi�ng detail and components onnwu,o No. m -
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