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<br /> � 1 This product onchoring drawing has been developed in compfiance with ihe Sth Edition �
<br /> WIOTH I OVERALL WIDTH OVERALL WIDTH � � ��
<br /> (2014)Florida BuBding Code(FBCJ excluding the"High Velocity Hurricane Zone" See the o
<br /> Certification Agency Cerfificate for sizes,specifications and ratings. 1 2 7 2 , � 2 a I a �
<br /> 3 3 3 3 3 3
<br /> • 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment �m
<br /> , to base material sholi be beyond wall dressing,stucco,foam,brick and other wall � r �� ,�� �� �� ,��, � �� 4
<br /> - coverings. �� �� ,t_3; �t_� ��, ;t_-S, �� �' m
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<br /> 3. Foster�er embedment depths,edge disionces o�d center-cenfer dis�ances shali be as �x o;� �; i' 'i �' ' �' ', ' ;, ,' '' '; ;' ', ,' ' , o
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<br /> ` specified by ihe fastener manufacturer but in no instance shall they be less than shown in � � � � �� �� �� �� ,� �� , ., �� �, �
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<br /> 4. Where shims ore used,they musf be o"rigid/sfiff'moteriol thot complies with fhe o LL ��; ;r� �� �� ;��; �-T �; ;� 'f-� �=T � �
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<br /> a 5. Positive ond negative design pressure requiremenh for use with this drawing shall be ? e
<br /> � determined by others For specific jobs in accordance with the goveming code. z
<br /> � 5 b 5 6 3 4 5 b �W �
<br /> 6. Sile conditions not covered by this drawing are wbjeci to further engineering analysis. 3 3 3 3 3 3 3 3 �a �
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<br /> 0 7ABLE OF COMENT$ "^�"r^ DOUBlF XS SlNGIF W/SIDFl1fE OX N Z
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<br /> a SNEEl� DFSCRIPTION s�o�aaa.� +�$,0 -55.0 +55.0 -55.0 +55.0 -55.0 /z�/�2 Z
<br /> � 1 Typical elevations,design preuures&general notes °'"E Z
<br /> 2 Hor¢ontal aoss sectians masonry �� N.T.S. °
<br /> �` 3 ' `/er#ical cross sections masonry secuaysmxe +65.0 -85_0 W
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<br /> E 4 kame anchoring
<br /> LOCK HAROWARF MFG d SERIFS n+K�e''� LFS 3
<br /> � 5 frame anchoring&bill of materiais
<br /> DMwWC N0.
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<br /> d I KN'IKSFf SIGNAiURE SERIFS 780 DEAD601T o
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