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<br /> �SEE CHART FOR FRAME S�ZES� � � .$�
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<br /> GENERAL NOTES � � � ¢�
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<br /> � 1. This product has been evaivated and is in compliance with the 2010 Florida Building = ol � �W
<br /> � Code(FBC)structural requirements excluding ihe"High Velocity Hurricane Zone" v a a a
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<br /> 2. Producf anchors shall be as listed and spaced as shown on details.Anchor � �
<br /> embedment to base material shall be beyond wall dressing or stucco.
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<br /> � 3. When used in areas requiring wind bome debrB protection,this product complies
<br /> � with 3ection 1609.1.2 of the FBC and does not require an impact resistant covering. o Z
<br /> � This product meets missile level"C"and excludes Wind Zones 3&4 as defined in � o
<br /> � ASTM E1996 and Section 1609.1.2.A of the FBC. 3 �
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<br /> 4. For 2u stud framing construcfion,anchoring of these units shali be the same as that
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<br /> � shown for Dc buck masonry construction. N
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<br /> a 5. Site conditions that deviate irom the details of this drawing reqvire fuhher � �
<br /> � engineering analysis by a licensed engineer or registered architect. 'F Q
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<br /> � TABLE Of CONTENTS = :;;;MAX:;°_;�:;;�; -:,_�::.'�'r'„h1AX:::,,:i,,;�:': :":OES(GH PRESSURE; 5 ., z
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<br /> ''= SHEET# DESCRIPTION '=> '`.:FRAME>:°..,;�i-. .D�i�O.":='-. '� =-- -- - ' - ^z °u
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<br /> � 1 Typical elevations,design pressures and general notes =.;;_DIINEN$IC31�t;_: :::-:r�DIMEN5IOAF-'.:'.; ?:'';:--:::::-:,==;,?4SIT�V� =NEGR7Fi�E� n��:10 12 13 ?
<br /> v 2 Horizontal and vertical cross sections 60.0"X 520" 25.75'x 44.38" G7 +
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<br /> € 3 euck ond frame anchoring 45.0 -50.0 owc.er: JK m
<br /> g 4 eiil of moferials and gla�ng details
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<br /> sl FL-157814 0
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