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.,`'`�a`, ..*._ �'�,o'--� �, <br /> � � St rU �°:�� � ��� M <br /> � � �Z�� � n�j~U� <br /> _ :U;� �* �C B'¢=� ^� <br /> � <br /> 5200 W. CENTURY BL VD. �°�� Z �•'o:� ;� <br /> LDS ANGELES, CA 90Q45 %,V�'•�• . ��` �;m� <br /> N� <br /> �'' '-.. ...• ``� N p <br /> ,''�Il�* Ij��., Un�Z <br /> `� x °d <br /> Smooth / Wood Grain/ Whife Wood Grain �a.00��MAX.OVERALLFRMhEW(DTH �g Lo ���W <br /> Rusfic/Mahogany N a �� m d a� <br /> Series N FiberglQss Door E oZ � <br /> 1NSWfNG/OUTSWffJG � �a � <br /> "NON-(MPAGT' " <br /> z� <br /> c�o <br /> v�z <br /> {t p JQ <br /> Z � z4 ZW <br /> 4 z <br /> ^y Z S .���>'1¢c� <br /> m � ��m��ni <br /> n �� � <br /> � <br /> '' � U' aq a "�C <br /> � GENERALNOTES w = � L� �y <br /> � 1. Th1s product has been evatuated and is in comp�ance wilh fhe 5th Edition{2014J Florida Buldir.g � � /� � X s I � �a <br /> Code[FBC]struetural requuemenfs excluding the"High Velocity Hurticane Zone"(HVHZJ. Q � � � a <br /> � � � �m <br /> � 2 Product bnchars shqll be as fsted and spaced as shown on details.Anchor em6edment to base o � <br /> e materiai shall bebeyond wall dressing orsiucco. � <br /> 3 � � � `e' <br /> � 3. When used in areos requiring wind borne debris protection this product is required to be ,� <br /> oprotected with an impact resistant covering thot complies wilh Seciion 1609.1.2 of the FBC. � � N �' <br /> z <br /> � 4. Fof 7x stud framing consiruction,ancharing of these units sha�be the same as�hot shown tor 2x I � w � <br /> buck masonry construciion, I � � <br /> � 5. Site condi6ons that deviafe from the detaiis of ihis drawing require furfher engine�ing anotysis by � � <br /> � a ficensed engineerorregistered architecf. i � � <br /> 6 4 O <br /> 6 � I <br /> � rae�o�corv�Nrs � - <br /> � SNEEI# OESCRlF(fON N Q i <br /> a� � <br /> 9 1 Typical elevation.design P�essu�es,8�general nates �...... . . . . . ... . 0 9 <br /> s ;.°:;�!O.VF6AiC:,.: :�.�•":D�?Og?.- ;il)ESIG'N:ARESSf1R�RS't <br /> – 2 �oorpaneldetails ic.'.,G1,ASS.,..,:.:�:�'r'.:>:t:::::::..;._;:f �.: Fo 0 <br /> � ;`";'sl�(lN:G;`'.::;`...:FR:dME'�:"'`. ;� ::D:G�;.., Z � <br /> z 3 Horizontalcrosssections , �� <br /> ,,. 71!PE:..::::.............:;... .,. ....., <br /> z – - � ;'r'•.�17fMENS[d1J.<i;�:fjI1fAENSION,:�;'�:;,::<t::;.•;:: :':;POSITIVEr,.,: NEGA7IVE- on�:02 i6 42 i <br /> 4 Verticat crass sectians `�'' '-'--�• - / / <br /> � 5 euck and frame anchoring-7X buck masonry conslruclion ' sc� I�f.T.S. ° <br /> INSWING �a.ao^x a2.oa� z�.00°x ss.00° +47.0 -47.0 <br /> S 6 Ftameanchorirtq-1Xtrrckmasonrycoruhuctlan GI owc.er: JK m <br /> • 7 Fildvra whagal details QUTSWING 74.�0"x 80.5d" 21.00"x b3.00" t�Q,Q •$Q,Q `�'K's`� `F' ''- <br /> a 8 BID of motaiots,gl�in6 defa�&componen�s <br /> DRAWING V2• � <br /> – fL-752t3.77 N <br /> a <br /> sx�r P :x 8 N <br /> C — — � <br /> rc <br />