Laserfiche WebLink
��`����```"� "''���'�. <br /> � 48.75'MAX.OVERALL FIN WIDTH �`Q��� .• '••:�� � - <br /> 4625'MAX.OVERALLFRAMEWIDTH =Z� $ �=�"�' <br /> 3501 CR 6 EAST =V�� � * �72���� <br /> ELKHART, IN 46514 ��'� � F;��O�� �� <br /> `., ;'�J` rn n <br /> ��i��; ''•.. ....•' `\�� j>°�m <br /> ''���1l•1111`�`` o n m i <br /> -� U N •• <br /> a c� xzi <br /> IVIODEL 9750 � ���' � e N� 9 0 oa <br /> PVC SINGLE HU1VG Wli!lDOW a ~ �� <br /> , N , � <br /> 0 <br /> E o`_ <br /> W/ �4LUMINUfV1 NAILIMG FIIV = 0 � J'a � <br /> ��rvo►v-►MPacr� z = ���' o �z <br /> � � , z �� <br /> � �' 02 <br /> GENERAL NOTES w � � � ¢� <br /> 0 0 � = W W�s <br /> 1. This product anchoring drawing has been developed in compiiance with the 5th Edition � � Q �w <br /> (2014)Florida Bu1ding Code(FBC)excluding the"High Velocity Hurricane Zone".See the � � �// � � o a c�„ <br /> Certification Agency CertiBcate for s¢es,specifications and ratings. � $ � o � �w <br /> � a a a <br /> 2. Product anchors shall be as listed and s paced as shown on de tai l s.A nc hor em be dmen t to <br /> base material shall be beyond wall dressing,stucco,foam,brick and other wall coverings. � ��>?m <br /> 9 3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. All � m <br /> other fastener types to be installed following fastener manufacturers installation instructions. ' ��� � <br /> ` 4. Fastener embedment depths,edge distances and center-center distances shall be as � N c, <br /> � specified by ihe fastener manufacturer but in no instance shall fhey be less than shown in this W W¢� o <br /> '" drawing. =o�� cn <br /> .£ o � <br /> . �¢�N <br /> ° 5. Where shims are used,they must be a'Yigid/stifP'material thaf complies with the �d,�—�o � <br /> 'requireme�ts of the FBC. �W�� <br /> M o�'oo <br /> ; 6. Positive and negative design pressure requirements for use with this drawing shall be ���� _ <br /> ` detertnined by others for specific jobs in accordance with the goveming code. ��N� � <br /> cnm�o�� F <br /> B 7. Site conditions not covered by this drawing are subject to furfher engineering analysis. N ry� o , <br /> a v v o m <br /> z <br /> s 7ABLE OF CONfENiS =_- �=..;,_ -- _-,.,---- .r n a•-o � <br /> — �.�,._,. � ..1•;:_�.:�=.;__U�-_ Z <br /> �` �"�'"���`�Z=��—=�=�x�T�k=;=0F,5fGN�RESSORE:(PSFJ:� a�11/15/10 = <br /> SHEEf 6 DESCRIPfION `��OrA�,�IN�`;�;O:i4fif$p,ME:;:�= `�-5'-"��-:=�-=�_---='-- s�.,�. ; <br /> w -`W:== _ <br /> 1 T fcal elevaflon,desl n reuures& eneral notes -" --- ,_.-•�- � � N.T.S. <br /> � =�hDIMENSION;v;�:s.;DIMENSION r:;�;�P_OSRII(E,';;;NEGATIVE;, owc.er: ,/K m' <br /> � 2 Horizontal&verfical crou sections 8 b11 of materials <br /> 0 3 Horaontal&verfical cross sections and glaring detal 48.75"x 625" 46.25"x 60.0" +50.0 ' -50.0 c"��": LFS � <br /> ` 4 Buck 8 frame anchoring oruwwc r+o. o <br /> " FL-993.4 0 <br /> � SHEE7 � OF 4 � <br /> m <br /> a <br />