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_ . :���:=s-- ����t u q <br /> ta-.:,. �'" ! ����� * .���i <br /> =�.t;;�� "�� �'� //�� r■� /��14. `��,` r•'" .��. � <br /> '7,..;:ik�r 't�:,.`+`,» �' v� i V�/ :�i i m <br /> v����: �`��(�r•, � i N <br /> i;4�: �,�� '��'�'i�4i� O1J�CS M <br /> � VY1�1f�d,C+'d5 ��,� �* ���==.�W <br /> z R',:O� <br /> 'V'� `yy.��ran <br /> . <br /> SEE CHtIRi FOR ��i�•�'•••,, ,,••�t� � o�m <br /> 13ri�agfng q�,ra�isy to light. � FAAMESIZES � ���i • • ���� N��+�, <br /> 16250 Phi�pp PorkwQY ����+�*1�(�!�� o�`�Z <br /> She9hboro,Ohfo.4424T � <br /> J� �.F-.a � c� oid <br /> V a g f m S m c� <br /> � °e- N� m'a a� <br /> "5300 DH53" (G5305) ,%� . ��� � <br /> D O U B L E H U 1 1[G V!l I N D O W X o 3a � . <br /> � "NON-FMPACT' �' � �o <br /> � � �i% o �� <br /> a GENEFtALNOTES o � } �� <br /> � 1. This product has been evqivated and i5 fn compliance wjth the Sth Edifion � � � m �`� <br /> ^ (201 dj Floricla Building Cotle(F.BCJ shuctural requirerrierifs exCluding fhe'.'High = f�� � � �w <br /> c Veloclty Hurrica[1e Zone"(HVNT). � � � �� � �� <br /> � �( �� � � <br /> � 2. P�oduct anchors shall be ds listed and spaced as shown on detaUs.Ancho[ - ,` a a � <br /> � embedment to base n7qterial�hall be beyond wall.dres5ing orstuc�o. <br /> F � �m <br /> LL 3. When used in areas requiring�vind borne debris profectiqn this prb.duct is <br /> �' required.lo be proteeted with an lmpqet resfstant coVering that complies with i// � � <br /> o Secfton 1609,1.2af the FBC, <br /> � <br /> a 4. For2xstud frpming consiruCtion,qnchoring Qf these unitzshall be the sari7e as N N <br /> fhat shown for Dc huck mason.ry consiivction. z <br /> s � o <br /> � <br /> 0 5. Site conditions that deviote from the defal5 of this drawing requirs furfiher - � �, <br /> � engineering analysis by a licensed engineer or Cegistered architect. o � <br /> � � <br /> � TAB[E OF CONTENiS :=-5i �=;-;= --- - - --�s:r=�+ � � <br /> �%'X�%1'X `_?=: '�1�t31'�1'i'-=_ �s� _'=tDCSIGIY<k-,SSUn�c./<p.Sn- '� '0 <br /> $ _-_ :_3+r3�;' _ _ __: _ __ _ `.. }�»� ��.5,�l�s„!!Pf" <br /> Y, SNEEffC DfSCRIPTION - -.::�.�R�fM_ -µ'p �^�:;�:li0:"' �`.y °-`_ `_'E�: <br /> ;:6LIfSS'= � ..F � <br /> :��-> >4r._-:.��_�;r.�4:s.:::,.k,.:,,�_.- <br /> �•��-�4" Erz-_ <br /> I Typical elevat�ons,dasfgn pressures qnd gQneral nOtes -'�UI'E ! `` 3rv�'.^='�;""'�P _ ^ - <br /> � s No�o —--:M��?�0_`i��`vt}Fv:s;PIMENSfClN`,.=:�..��:_�n�Sf[iVf_:��i�c�n__ "o ; <br /> gntalcrosssection5 y' -- ---�- -��--y -J=� f-�-{�_ - v�_-F �o a <br /> 3 VeHicdl cross sections 52.0°.x�2.0" 43.7T'x 32.Ob^ �t +q5,0 -45.0 r z � <br /> ¢ Buckandframeanclioring u+��tl 1z �3 x <br /> � 5 Bi�of materials,componehfsqntl gloring deta�s � o <br /> 54.o"X7.6,0" 45.ZT x34.ob^ �t: f$5,Q -35;0 � N.Ts, <br /> � wrc,ar: �K m' <br /> � cnK st: LFS �- <br /> � . oruwn+c No_ ¢ <br /> � � <br /> FL-15780.4 <br /> .°�� s�r 1 oF 5 g <br /> r� <br />