Laserfiche WebLink
h <br /> I�, <br /> ��O`````,"* r'/'''��i��, <br /> � 48.75'MAX.OVERALLFINWIDhI ��0�'� �''•�� � <br /> 4625'MAX.OYERALL FRAME WIDTH -_' � <br /> 3501 CR 6 EA5T � � x�?�m <br /> ELKHART, IN 46514 ��.' * �.a n <br /> � �'��� m <br /> i�Y`' .'�` �m ro <br /> ��i/•��''•.. ...•• � <br /> / ````\�` N j�pmj <br /> /� <br /> ,����f! Illlll� o n°7 i <br /> �� U N •• <br /> M ODEL 9750 v � X z� <br /> /� �` Si°' 9m �W <br /> �/ \ ` [� a yg ��L� <br /> r mda <br /> PVC SINGLE HUNG WINDOW ' � � 4 � <br /> o � <br /> E o= <br /> W/ ALUMINUM NAILING FIN = � � Ta � <br /> W <br /> "NON-IMPACT' _ _ ���� 3 �Z <br /> Z � � �� <br /> ¢ � Z <br /> � 3 oz <br /> w <br /> GENERAL NOTES > � � m ��' <br /> o > / x s �� <br /> i. This product anchoring drawing has been developed in compfiance with the 5th Edition � � N J w ' <br /> (2014�Florida Building Code(FBCJ excluding the"High Velocity Hurricane Zone".See the � � �// � N � �� <br /> Certification Agency Certificate fors¢es,specificallons and ratings. � $ � o � �W <br /> $ V a a 4 <br /> m 2. Product anchors shall be as listed and spaced as shown on details.Mchor embedment to /� Y 3 Y X} <br /> base material shall be beyond wall dressing,stucco,foam,brick and other wall coverings. �� ����m <br /> 9 3. Wood screvrs shall be installed following installation inshuctions of ANSI/AF&PA NDS 2012. All � � <br /> other fastener types to be installed following tastener manufacturers installation inshuctions. ��� <br /> � <br /> v 4. Fastener embedment depths,edge d(siances and center-center distances shall be as � N�, � �, <br /> � specified by the fastener manufacturer but in no instance shall they be leu than shown in tha � �W<� o <br /> � drawing. ---- — =o o� v� <br /> .e �ia�� �i - <br /> ° 5. Where shims are used,they must be a'Yigid/stifP'material that complies with the �$�� � <br /> � requirements of the FBC. ¢N�Q <br /> a�i�a � <br /> � 6. Positive and negative design pressure requfrements for use with this drawing shall be '��� _ <br /> � N N N� �, <br /> a detertnined by others For specific jobs in accordance with the goveming code. w = <br /> T, n�o�n�F- f <br /> B 7. Site conditions not covered by this drawing are subject to(urfher engineering analysis. N p p o� m <br /> Z <br /> vna-Z � <br /> - iABLE OF COHiENTS _-_- - -_s,--' .fx;=.t'4 -_...._,__„,...._._.._..._- -- o <br /> -�,-._ z <br /> �'�:���--" -�-5"=�`''��:�'F - -_;DES(GN:PRESSORE S ` on�:11/75/10 <br /> Z SHEET4 DESCR1PT10N "="`� =�y�F.R =�; ' .n�. •.�'•,>��'' "o <br /> �:�rk,�a7A:',Fl �0- '''fl�E:;�..; %� scvF: � <br /> Z N:?w��:r;..;�;:� :�_;:�,�.�.�...:J��.�,:_:�;, N.rs. <br /> Q 1 T ical elevatlon,desl n ressures 3 eneral notes :�;p1A1EN510N;��;;�DlMEf�S10N„_='�i`•�QOS(JNF:.pi F�NEGAiiVE; owc.er: JK m <br /> � 2 Horizontal S vertical crou sections&b�l of materials """"-' '"�" <br /> cnK er: LFS 3 <br /> 0 3 Horizontal&vertical cross secilons and glazing detal 48.75"x 62S 46.25"x 60.0" +30.0• ' -50.0 DMWINC N0. ¢ <br /> - 4 Buck&trame anchoring o <br /> FL-993.4 0 <br />' N <br /> � SNEEf 'I aF 4 � <br /> �i' <br />