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' �, <br /> o`���``,"* '/'���''�, <br /> � 48.75'MAX.OVERALL FIN WIDTH ��O�' .• �'••�: � <br /> �a�: � <br /> 46.25'MAX.OVERALL FRAME WIDTH =_�� � Q=z�' <br /> 3501 CR 6 EAST —V' * �'�zy �� <br /> ELKHART, IN 46514 _ �V,•, g ~�,.'�p�_`:� g�� <br /> : �'•. 'g� �...'�n <br /> �i�� '••.. ...•' ```�� ��n� <br /> ''����lr•���t� ��` o°n m z <br /> L��. U N �• <br /> O <br /> J; e EA zmoo <br /> . MODEL 9750 ' N g �g 9 �W <br /> / a p o a <br /> PVC SINGLE HUNG WINDOW '/ � �N � oz � � <br /> s � . <br /> � <br /> W/ ALUMINUM NAILING F1N = Q � JTa � � <br /> "NON-IMPACT` ' W � �� <br /> = w j/ 3 W z <br /> � � o o� <br /> � 3 <br /> ¢ <br /> � � / � OZ <br /> Q } ~U <br /> GENERAL NOTES p � _ � �.+f <br /> O / W <br /> l. This product anchoring drawing has bsen developed in compliance with the 5th Edition � � ��� .. Z a �� <br /> (2014�Florida Bulding Code(FBC�excluding the"High Velocity Nurricane Zone". See the � � � o �� <br /> Certification Agency Certificate for s"¢es,specificallons and ratings. � � � o � �� <br /> $ a <br /> X a a <br /> 2. Product anchors shall be as listed and spaced as shown on details.Mchor embedment to Y 3 Y Y Y <br /> base materiol shall be beyond wall dressing,stucco,foam,brick and other wall coverings. ����m <br /> a 3. Wood screws shall be installed following irutallation instructions of ANSIlAF&PA NDS 2012. All � 4 <br /> other fastener types to be insialled following fasfener manufacturers installation instructions. ��� a <br /> � o <br /> I N <br /> ` 4. Fastener embedment depths,edge distances and center-center dlstances shall be as �, "m N <br /> p�1=�`i Z <br /> � specified by the fastener manufacturer but in no instance shall they be leu than shown in this -- " W�¢ o <br /> � drawing. _��� `>" <br /> '� h Q V N W <br /> � 5. Where shims are used,they must be a'Yigid/stiFP'material that complies with the �c°��� � <br /> requirements of the FBC. Q N�Q <br /> LL a�ioa u <br /> " 6. PosiNve and negative design pressure requirements for use with thk drawing shall be '�`N ; <br /> a h N�`!� <br /> determined by others for specific jobs in accordance with the goveming code. W : <br /> a nu�o�r � <br /> Ti NN^ Q � <br /> $ 7. Site conditions not covered by this drawing are subject to furfher engineering analysis. N a a o o Z <br /> ,o � �l"1 N^Z � <br /> (] <br /> 'c . <br /> _.._.:.�._...:-..._z...�_:._.::�..._._..,.....__._...-.,...... ..................................:......:.. � <br /> _ iAB[EOFCONfENiS �;`��''14f%IX:F;x�,';i w',a=F��JfAi41(;'';"-``�'.,=`UFSIGhLP�tiRE 5, �= o�,�:11/15/10 E <br /> Z SNEEi4 DESCRIPTION s"'_� • :� �,"3`` .��- o <br /> �F.a:: ,9"� ..ayr .y.. <br /> �*��U�d1AT,FlN�;;,:-��P:s4:�� E:`..s: ;' s�: N.r.s. <br /> �. <br /> Q 1 T IcalelevaHon,desl n ressures& eneralnotes .;�Ii4iENSION;='''r::�iDIMENSION���;? n��czm'N�A11VE?r owc.er: JK m <br /> � :' <br /> .......�..:...�...��. ,....:.::.��..�,._::. <�...�_,.._..... .�._..,._.-._:,_ . <br /> w 2 Harizontal 8,vertical crou sectfons&b�l of materials cHK er. LFS 3 <br /> ; 3 Horaontal d.vertical cross sections and gla�ng'detal 48.75"x 625" 46.25'x 60.D' +50.0 -50.0 DRAWINC N0. � <br /> 0 <br /> _ 4 Buck&frame anchoring FL-993.4 0 <br /> N <br /> - SHEET � OF ¢ � <br /> G <br /> d <br />