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<br /> p GENERALNO7ES � ! p Q �w
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<br /> � 1, This prodUct anchoring drawing has been evaivated and is in compfionce with
<br /> � the 51h Edition{2014j Floridp Building Code(FBC�excluding the"High Veiocity /�� r ��
<br /> � Humcane Zone"{NVHZj. 5ee the Certificafion Agency Cerfilcate for sizes, � � �
<br /> .� specifications 8,tafings. �: "
<br /> � 2. Praduct anchors shall be as 1'ssted arui spaced a;shown on detaiis.Anchor N:'
<br /> � embedment#o base moteriai shall be beyond wall dressing.or sfucco.
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<br /> � 3. W}�en used in areas requiring wind bome debris protection thLs praduct is �. �
<br /> � required to be profected with an impact resistant covering that complies with Q. �
<br /> < Secfian i b09.1.2 of the F9C. �`
<br /> g 4. Site conditions that deviate from the detoits of this drawing require further � `?
<br /> � Q engineering anafysis by a 6censed erTgfneer or registered architecfi. . .,. ._,.. ._ , .. ......W_.._.....�....._...�. :^'�;,; �
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<br /> ! SNEE7�4 DESCRlP170N � �
<br /> � j �Typfcal eteva#ons,de,dgn essures&ganerat pates 78.0'x 63,0" 74.0"%62d' 33.�X 66.31" 33.5"X 5%.7� � #�:� ��•fl 'a`�''.2 �9 :i:4..' n
<br /> � 2 Ysttical 8.horizonta!cross sections �. N.7 S:��
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<br /> 3 Buck 8,frame anchoring a��:_ 'JK:� Q
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<br /> ' � 61.0"X61.0" 60.4"X60.0' 4d.5'X54.31" 26.5'X35.75' cr +SO.Q -5�1.0 ciei:sri'.'LFS, ",�.
<br /> ' � 4 Components on�x�vo�xo.:: ::.. .a
<br /> � 5 Bill of materials and giating detalfs *
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