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1 .�`��`,`",* I, ����'�. <br /> * �•��t ••,t`�i'•� a <br /> si.�s r�nnx.ov�au.RN rn�m =��� . c►' � <br /> � _Z <br /> 3501 CR 6 EAST �� �m <br /> ELKHART, IN 46514 �•�"�•OVERALLFRAMEWIDM �tll�� $ * :F��up' <br /> ��i ��'• `�� ~�n rl <br /> i� '•.........••'�• `� >>°m m <br /> , <br /> ------------- '��������* �� ���`` p�mz <br /> � t)N o <br /> SERIES 18000—R VS ' � ��: g�m 9��W <br /> A L U M I N U M V E R T I C A L � ;�� � _ N a �� maa� <br /> I I � � o= � <br /> SLI DI NG WINDO W , O � � �a � y <br /> w/ NAILING FIN � Z� <br /> m = i o �z <br /> = i � i Z o <br /> "NON-IMPACT' ¢ � � /,�� � � o� <br /> � � i <br /> GENERALNOTES � I y � �,� <br /> i. fiis product anchoring drawing has been developed in compriance with the Sth Edition � o I I c� � ¢c <br /> (2014)Flodda Building Code(FBC)excluding the"High Velocity Hurticane Ione".See the I / I �I � o `—'� <br /> CerfificaHon Agency Certiflcate for saes,specifications and ratings. � � I �/ I � � �� <br /> tl � I � I & � a <br /> "� 2. Product anchors shall be as listed and spaced as shown on detals.Anchor embedment to $ I � I <br /> ° base material shall be beyond wall dres�ng,stucco,foam,txick and ofher wall coverings. I I ���� <br /> �+ � � � o <br /> � 3. Wood screws sha�be irutalled fonowing fnsFa�ahon tnstrucftoru of ANSI/AFBPA NDS 2012.All I I � <br /> � other fastener types fo be installed following fastener manufaciurers installation insfructioru. I � I a <br /> s � / � N <br /> 4. Fastener embedment depths,edge distances and centercenter distances shall be as I �� I �, v, <br /> d specffted by the fastener manufacfurer but In no Instance shall fhey be less than shown fn fhis I i I � b o <br /> � drawing. I __ I x��� � <br /> q <br /> o ——————————— o aq <br /> 5. Where shims are used,they must be a mgid/stiff'matedal fhat compGes with the �o Q � <br /> requirements of the FBC. a N N <br /> � 6. Posffive and negative design pressure requirements for use wffh thts drawing shall be ��� _ <br /> a detertnined by others for specific jobs in accordance with fhe goveming code. �N� ° <br /> a w �C <br /> a ro^�or a <br /> � 7. Site conditions not covered by fhis drawing are subject to furfher engineerin8 a�ahrs�• , N^a� � <br /> � <br /> z <br /> a M N"Z [�i <br /> `o T/���C���'�$ _ _ .. . . . . .. . ._ ' _ MlE�2 �0 �'1 ? <br /> € SHEEit DESCR►PiION ';'°.:t7ilERAtl:`_; '='<{1YERf1lt-.";�`:�DE5/GN;PRES3URE;(f'S�} � ; <br /> _ - - ._ - N.r.s. <br /> z 1 T ical elevation,des n essures 8 eneral notes -°-_.EIN='-;.;:-�:':':.'_,iFRf{ME-;,-`- -`-`-__.:::_`'.`_._- _�_. . m' <br /> � 2 Horaontal d,vertical crou secfans&bil of materials D1MElVS(ON_.; ,.:=AIMENS101+1`.:::P.OSIfA/E.� `NfGAflI(E:- �.B+': JK <br /> - — , -- = j cx�c er: LFS $ <br /> cx c <br /> � 3 Horaontal 6 vertical cross sections and laring detail 31.75"x 61.62" 30.00"x 60.00" +4�.� -40.0 oa,�wirx No. � <br /> 4 4 Buck d,frame anchoring N <br /> b FL-993.8 0 <br /> ` sx�r 1 oF 4 � <br /> f <br /> � <br />