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`````````��* '�'''''''' . <br /> ���C:•' .. ���cJ�� N • <br />� _� - � =,- � ASSC3�IATED MATERIALS '°�� '���= " <br /> .: � _,, ��; i, ; -__.._..�__.__---- - ------- '� � * �;�_i�� <br /> '� �.� � - <br /> ' ' . .i:_:: I N C O R P O R A T E D — �v o ' <br /> 3773�STATE R�AD �N�� Z �'D�� om . <br /> � CLJYAHOGA FALLS, ❑H 44223 '��''•.,, �,5y` j��m <br /> � � <br /> ''������ir� i�it����` o M m z <br /> '" n•rr n•n n•rr m ��.. <br /> � MODEL 57 ► 5/51 r 6/51 � 8 � h a � z oz� <br /> a 96.OD"MAX.OVERALL FRAME WIDTH (�� ° r o s m c w <br /> m EXTRUDED VINYL �'�a �� mda� <br /> � SLIDING PATIO DOORS E �W � <br /> P ,�NON-IMPACT'r � JTa � <br /> � � � <br /> /�� /�� �� <br /> ,� �,Z <br /> , , �o �¢ <br /> i i Zo � <br /> so z�., <br /> oz <br /> e � i,�,� 'i ¢� <br /> � GENERALNOTES � � ' �a � �� <br /> V �Z N J W <br /> � 1. This product has been evaluated and is in compfiance with the Sth Edition�2014� � Wo � �� <br /> v Florida Building Code(FBC)structural requirements excluding the"High Yelocity LL � n o �� <br /> `� Hurricane Zone'(HVHZ). Q o �/ o � �� <br /> a <br /> o « /� a a <br /> ` 2. Product anchors shall be as listed and spaced as shown on details.Anchor p Y x} <br /> � embedment to base material shall be beyond wall dreuing orstucco. � ''m • " <br /> = 3. When used in areas requiring wind bome debris protection this product is required $ � <br /> � to be protected with an impact resistant covering that complies with Section � <br /> 0 1609.1.2 of the FBC. N m <br /> / / v' <br /> � 4. For?x stud framing conshuciion,anchoring of these units shall be the same as j j W o 0 <br /> that shown for 2x buck masonry consiruction. /� �� =N � <br /> , . �� <br /> � � � �4 � <br /> '' S. Site conditions that deviate from the details of this drawing,require further �o <br /> � engineering analysis by a licensed engineer or registered architect. o`o <br /> a <br /> >> i <br /> � n� � <br /> z <br /> � N N a J <br /> 6 � ] <br /> a 7ABLE OF CONlENTS �� z <br /> LL SHEET# DESCRIPTION .... ........ .................. . ,.. .. ................ . .. .. ... N--Z r°� <br /> z ` OVERALL :_:;. �•7V(AX:. - M'A,;X; ' �DESIGN`PRESSURE;'(BS�'.: tl <br /> ;... ,. <br /> Q � Typical elevaHon,design pressures&general notes � � •� °� ._. �- ' :GL4S5;:; oaTE: 3/11/09 � <br /> ;�FRAME` ,:. -:P.ANEL: `�'LO:..; �- = . o <br /> � 2 Horizontal and verfical crosssections • 'DIAAEfJSIOIV�' ' •DIMENSION• �. :DltilEfJ$ION: '�"'NPE ;�`':P.QSIi/YE;.:NEGi4TIVE`. 5� N.rS. � <br /> a 3 Harizonfai and verfical cross sections " `"`". . ..' ' ` : . :' . . ` owc.ar: -AL m <br /> d 4 Buck and frame anchoring 96.00"x 82.00" 48.75"x 79.00" 44.00"x 74.72" G1 +50.0 -50.0 cHK.er: LFS ? <br /> - 5 Bll of materials and components na,�wwc No. � <br /> FL-12323.14 0 <br /> a SHEEf 'I OF .S � <br /> u - <br /> � � . <br />