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<br /> 105.50"FMX.OVERALL FRI+l.1E W(D7H� �OVFRALL WIDiN—� .n o�r;,g
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<br /> 1. ihis product anchoring drrnving has been developed in compliance;vrth the 2010 Florida aoueaF w/si�eurFs o;cxo s:Nc� w/sioEurEs oxo �o, ��
<br /> Buldng Code(FBC)excludrng fhe"High Voloaly Hurricane Zone". See the Certi�cation h1.4X DESIGN PRESSURE MAX DESlGN PRFSSURE �� m ¢�'
<br /> Agency Certificate for sizes,�ecifications anrJ ratings. �'�3•� -�`�•� +40.0 -40.0 �� N ��
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<br /> 2. Froduci anchors shail be as�sfed and spaced as shown on detaiis.Anchar embedmen4 �
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<br /> 74.50"MAX. 53.00"MhX. � o a�n
<br /> to base material shall be beyond waQ cEressing,siucco,feam.brick�nd other wafl OVe:�u.w�DZit o) � �a
<br /> coverings. 3750"Mti:. OVERAt�WlD1N � Q
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<br /> � 3. Vvood screws shaD be installed foliovring instaliafio�inshucfions oF ANSI/A�&PA NDS 2(145. � ��D� � 5 5 5 5 5 m
<br /> AI9�4her fasiener typEs to ba instaflec�fopowing fastener monufacfurers instaliation J
<br /> instructions. � r;a rr-� ;s--a; s-a b�-?: �=T �_� � � F-�
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<br /> � 4. f-�stener embeciment depfhs,edge disfances and eenfier-cenler datances sha±i be as ¢ Y r�� �a d ¢ �,=-r� � -r �; '� ��
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<br /> s �cfied b fie fastener rnonufach�rer but in no instance shalE fihs be!es 4han snav+n in �= Q•a• ;� ` ;� �: !� �; ;� '� �` '� �' '' �'
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<br /> � 5. tiYhere shims are used,Shey must be a'Sigid/s6ff moterial tha#compfies:�rith the �� 5 @ 5 5 5 ;� �; e �',
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<br /> 3. Posif�;e and r:e afr✓2 d si � euure re umem2nis fa use witt;tnis drawin sha!i be I '� ' '� �' �' '� �' �;. '� +' '� � '' '' '� ''
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<br /> detemtined by others for spacific jobs in occc�rdance with ihe goveming cade. D � P ; _
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<br /> 7. $fte candiiions not covered by fhis drawing are�b;ect to furFher enaineering or.aly�is. a 5 6 4 5 6 a 2 3 4 s 6 Q f;
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<br /> i i Typicat elevafians,�esgn pre�ures&generat notes °"� 2/2�/12 �
<br /> - 2 Bac�anchcting �b7.m -67.0 *'�5.0 -�SS.O +�0.0 -44.0 -
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<br /> q Frar�e anchanrg&b�l of mntericL^ lOCX HARDW/.RE MF6 d StR1E5 ��er: �S 3
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