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<br /> i 5325"MAX.OVERALLPLANGEWIOTH '�i��'I//IJ�fP1````�`��� o�mz
<br /> � I� 52.00"MAX.OVERAILFRAMEWIDTH � �i`� ��'�
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<br /> 1 This producf has baen evaluated and is tn complirsnce wifh the 5fh Edtfion(2�id}Florida Bui(d(ng � � � x �
<br /> � Code(FBC)shuctural requtremeMs including ihe"High Velocity Hurrieane Zone°(HVHZ). � o o , � � z � �j
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<br /> � 2 Produci anchors shaif be as 1lsted and spr�ced as shown on deYails.Anchor embedmenY to base ! � � ��/ a �a
<br /> Nmoteriol shali be bayond wati dressing orsfucco. � Q f � � °-
<br /> v 3. When used in the"HVHZ"this product is required to be protected with an impact resisiant � � ^ X �7 m
<br /> LL covering that camplies with Section 162b of fhe FBC. � f �
<br /> 3 4. When used in areas outside of the"HVHT'requiring wind borne debris protecfian this productis j ��/ �z
<br /> a` required tq be ptatected w(th an impact resistant covering that campiies with Section 1604 L2 ; � a 3
<br /> ; af fhe FBC. � �`o �,
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<br /> 5. For 2x stud framing construction,anchoring oi these unils shpll be the same as that shown for 2x I �z �
<br /> � buck masonry cansfruction. ; h q �
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<br /> 6. Site conditions ihat deviate from the details of fhis drawing requfre Further engfneering anolysis � �W
<br /> a by a i(censed engineer or registered architect. o�`� .
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<br /> � 7. This product meets water mfllirahon requfrements for'HVMT. � � Z
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<br /> a TABIE OF Ct3NTENTS �.�- Ftau��; ��atwte - r I?t O ,, GLA�Sr . -> � -�-.=w,;. :;, n�, m
<br /> � SHEET# DESCRIPTION I�"�=p�MEI�fS�O(�! , �'L�TMENSIO�f,'.'�DIMENSION�, �.PE;.;�,_'P.OSIiIVB�t I�EGA[IVE,t, N•-� �
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<br /> 1 Typica!elevat�on,dest n pressures&ge�era(nofes y 53.25"x 63.58" 52A0"x 62.Sq" 47.69"x 28.25'� +62.8 -b5.4 aT�10 30 12 0
<br /> � � N.7 S. '
<br /> �' � 2 Horizanfal&vertica}cross secfions � G1.�2 �
<br /> � 3 Horizontal&vertical cross sections � ss.2s��x�a.os^ s2.00°x�a.oa" 47.69"x 33.50" +55.0 -60.0 DW0'e"` �K m
<br /> v 4 Buck and frame anchoring � ��� � �
<br /> � b BiII of materials,glozing defails&componenfs f N
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