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.�`.�`` -t: �',. " <br /> �:��''' .�`� ''� �i�'a � <br /> 'T �4� ��� I a s t r � °==� � � <br /> , .�: <br /> �=� }� ��- � � ;$:� o = <br /> S� � oi °' O.���ci rf <br /> - ,�� �V:� � � p:���i� <br /> ...... ..........:._y x �H��, o <br /> 5200 W. CENTURY BL VD. ' � Z �'��`� °� <br /> LOS ANGELES, CA 90045 ���� .�` ~ ��W <br /> '�., '�•..... .-• '�i�.�' >>M m <br /> '''','/!r�I��+�',", U N m Z '� <br /> 'D C7 #Z� <br /> San�o�h / dil�od G�a�6np / 1fVHit� �il�o� Gr�es� �a.ao"MAX.OVERALLFRAMEWIDTH `a�a 9 m oa �I <br /> R�e����'► //bG��O���� � `°' �� m d a�°i I <br /> � � 4 <br /> Series �9 Fe�erglass Do�r � 9 W � <br /> IR�SWING/OUpSVIl1fVC � �a � <br /> •�Rl06��IMPACT" Z� <br /> �o <br /> �,Z <br /> � �� <br /> z � �Q oW <br /> 3 � o v��; ¢� <br /> .�i Z O a�� �df <br /> �w 4i� <br /> � � � �m� "iW , <br /> S = F ii� U� <br /> 3 GENERAL NOiES � � � O � � o �� <br /> � 1. This product has been evaluated and�in comp�ance with the Sth Edition(2014J Florida Buildng LL LL � � a a <br /> � Code(FBCJ siructural requirements excludfng the"High Velocify Hurticane Zone"(HVHZ). ¢ � <br /> �, w � �m <br /> � 2. Praduct anchors shall 6e as listed and spaced as shown on detaiis,Anchor embedment to base o <br /> d material shail be beyond wall dressing or stucco. � � <br /> � 3. Whe�used in areas requiring wind borne debris protection this product is required to be g � � <br /> A protected with an impact resatant covering that compfies with Section 1609.1.2 of the FBC. ; � � Z <br /> 8 <br /> W O <br /> � 4. For 2x stud Baming constructian,onchoring of these units shall be the sqme as that shown far 2x � <br /> N buck masonry construction. � �' <br /> o � <br /> � 5. Site condifions fihat deviate from the detals oi this drawing requfre Furiher engineering analysis by � <br /> � a licensed engineer or reg'�stered architect. a <br /> a <br /> n � Z <br /> a <br /> ; TA81E OF CONiEMS �w � <br /> � SHEEf# DESCRIPTION N o � <br /> " 1 Typical elevation,design pressures,&general notes '" ''' ' " � � "` � p <br /> a ''' OVERAIJ:.,, ' �' ;DOOR' "; : ';'" ''-'=DESI.GN:PRESSURE.(Q$F);� � i <br /> G1iASS''; ; - : o 0 <br /> = 2 . Door panal details SWING :FRAME:: : ,"4:L'.O:' ` " , . . .. �z � <br /> z� 3 Horizonialcrosssections �.•�:,;, :,DIMENSIQN;';�;,;°DIMENSION�<,,,�pE' � .FQ;51T1VE`,;NEGATIVE'.; � <br /> :,. <br /> W ;•-:... ... ,. , . .. .....:..... ..:..., , .•:�. . ,.. .__. ..,�.. . <br /> ;.....,. �nTE:02/16 12 z <br /> a 4 Verficolcrosssections s��E: N.LS. 9 <br /> � 5 Buckand frame anchoring-7X buckmasonry construcfion ItdSWiPJG 74.00"x 82.00" 21.OD"x 63.00" +4�.0 -47.� owc.an JK m' <br /> ` 6 Frame anchoring-1X buck masonry consiNCtion G i <br /> 5 7 Endura ashagal deiails CHK.8V: LFS 3 <br /> o OUTSWIPlG �a.00^x so.so^ 2�.00°X 63.00° +50.0 -50.0 � <br /> � g Bfll of materials,giming detaii�components DRAWU.G NO.: <br /> � FL-15213.17 a <br /> p SHEEf�OF S N <br /> _ � <br /> V <br /> d <br />