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<br /> 1 19 INDUSTWIAL DR..EDGERTON�OH 43577 I �_- � �•�•.� .'- �\ J O m�
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<br /> IIVSULATE'D FIBERGL4SS DOOR WfTH WOOD FRAMES �-v �� �� �i� �_�: 't y r i � '; �' '� � �a
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<br /> General Notes 6 6 6 6 6 6 6 6 6 6 6 6 0 o Q
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<br /> DOUBLE W SIDELlTES OXXO �0 2w
<br /> l. This product anchoring drawing has been developed in compiiance wifh the Sth Edition � SiNc�E w/stoEurEs oxo i� o z
<br /> MAX DESfGN PRESSURE MAX DESIGN PRESSURE �"� } ¢�
<br /> (2014)Florida 8uilding Code(FBCJ excluding the"High Velocity Hurticone Zone".See the yrJ.V �JJ.V +"-.' W� ����y -�
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<br /> Cernncorion Agency Certificate for saes.specificafions and rafings. �W � w�
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<br /> � • 2. Product anchors shaii be as fisted and spaced as shown on details.Anchor embedment � `` � ��
<br /> LL to base material shall be beyond wall dressing,stucco,foam,brick and other wall 37.�p°MqX. �q�p..� 53.pp^MqX. , o
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<br /> a coverings. � OVERALL �--- OVERALLWIDTH rOVERALLWIDTH + al a a
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<br /> , 3. Wood screws shali be installed following installation inshucfions of ANSI/AF&PA NDS 2012. � 2 3 i 2 s I J m
<br /> � All other fostener types to be instolled following fastener manufacturers installation � 5 5 5 � 5 5 5
<br /> � inshuctions. �-� F-{� m
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<br /> % 4. Fostener embedment depths,edge disfances ond center-cenier d�sfances shall be as ¢ 4 'f�' S=�' �� '�"�' 't_3' 't�' �' '� � � �y a
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<br /> � specified by the fastener manufacturer but in no instance shall the be less than shown in = 5 �, ,' ', ,' S a ��; ;�� 'S-=T �=-7; �' '�
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<br /> 5. Where shims are used,they must be a"rigid/stifP'material thai compfies with the �� 5 �,�-a, ��, 5 5 't 3' 'z=-� c= �'-�; i; ;i e r-i� �-S� ,�
<br /> LL requiremenh of the FBC. g LL i� ;� �; ,� 5 ,� �� � o �
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<br /> 6. Positive and negative design pressure requirements for use with this drawing sholi be I �� �_v ;� �; ,� �, ,� �, ,� �, ,� �� ,� �, ,� �, a
<br /> determined by others for specific jobs in accordance with ths ovemin code. '� ' '' � ' � ' ' '� ,� �, ,� �� a
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<br /> 7. Site conditions not covered by this drawing are subjeci io turfher engineering analysis. 4 5 s P -- N� Q
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<br /> z SNEEl� DESCRIPTION 6 6 �6� 6 6 6 6 6 6 =
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<br /> a 1 Typical elevations,design pressures 8 general nofes SMGLE w/S10EL1TE Ox
<br /> � 2 e�ckanchoring +67.0 -67.0 MAX DESIGN PRESSURF MAX DESIGN PRESSURE 64TE Z�Z���2 �
<br /> 3 kame onchoring +55.0 -55.0 +40_0 -40.0 S�E N.7.S. 9
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<br /> S Horizontal&veriical cross secfions LOCK HARDWARE MFG d SERlES 'cnK.er: LFS 3
<br /> '�' I 6 Verticai cross secfions KWfKSETSIGNANRFSERIES fATCH Dw.wiwc No. y ¢
<br /> U I � KN7KSETSIGNANRESERIES780DEADBOLT FL-75225.3-68IN
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