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<br /> SERIES 2900 / 4900 - M��EL 2901 / 4901 '�� � a��� �
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<br /> E X T R U D E D V I N Y L S 1 N G L E H U N G � , o � �
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<br /> N O �N
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<br /> � GENERAL NOTES ��� y
<br /> 1. This product has been evaluated and�in comp�ance with the 2010 Florida Bu�ding Code � a a�m
<br /> (FBC)shuctural requirements excluding the"High VeloCity Hurttcane Zone"(HVHZ).
<br />, � 2. Product anchors sha9 be as listed and spaced as shown on deta4s.Mchor embedment to
<br /> base matedal sholl be beyond wall dressing or stucco.
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<br /> 3. When used fn areas raquking wind bome debt(S profection thls product is required to be ,',;�w,;�w��j�j',S„���•s��;�;t�`x p �r:����;; � ;;j�;�Q,;:;: ���'i � ,� ���, �'
<br /> W k:,r;, � � _ "�" �:....
<br /> protacted with an tmpact resistant covering ihat complies with Section 1609.1.2 of the FBC. Y'{�It1��l115(t?lY;;�;f��'C►�lN . 10l��,�=;:';DlMENS1QNrs�f��:�'��' "`P�VE;r, NE�`r,�F�; � v��i
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<br /> 4, Slte condifions that deviate From the detalls of fhis drawing requfre iurther engineedng 47.48"x 65.48" 44.00"x 62.00" 39.00"x 27.75' G2 +50.0 -50.0 � �
<br /> � anarys�by a Rcansed engineer or regLstered arch(tect. N
<br /> 41.48"x 69.48° 38.00"z 66.00" 33.00"x 29.75" Gt +§0.0 -50.0 �
<br /> d
<br /> z
<br /> 41.A8"x 77.48" 38.00"x 74.�" 33.00"x 93.7b" G2 +50.0 -50.0
<br /> �Q �
<br /> r�e�oF cotrr�rrrs st.4a^x�s.�e^ 4e.00^x n.00^ �s.00�x s2.�s� �t +35.0 -35.0 " 4
<br /> � SHEETI DESCRItTfON
<br /> 1 T col etevotbn,desl preaures� neral notes 41.48"x BG.4B" 38.00"x 77.06" 33.00"x 3b.26" Gi +35.0 -35.0 �� '0 24�'Z `,R
<br /> 2 Halmntal 6 verHcal cross sec ru
<br /> 3 Horizontal3 vertical cross seclbns 55.�8"x 7b.48" 62.00"x 72.OG' 47.00"x 32JS' Gi +25.0 -25.0 � N.T.S. 9
<br /> 4 BuCk 3 hame anchoring ��,. � m
<br /> 5 Componenh
<br /> b1.48"x 87.48" AB.DO"x B4.Od" 49.00"x 38.75" G1 +20.0 -20.0 �.�' LFS #
<br /> 6 B91 of materials. I ng detaVs d,componenh o�o�: a
<br /> •NOTE Mcuc.overall frame helght and width occw on separate unffs FL-14911.t o
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