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• � <br /> � � ,,�, <br /> � 1� � � <br /> n °on I�,$ <br /> Z� �m ��� <br /> n <br /> � �m w . NZo <br /> ` �� �111C�QW;� � °� °z <br /> �2,.�� 0 �a <br /> N�� J <br /> R�';rt};�t��,� c)ur.2lttV !ci jt,{�l�r o�m e�E <br /> 10250 Philipp Parkway � n �Z o� N <br /> �SEE CHART FOR FRAME SIZES—�{ z�c <br /> Streetsboro,Ohio 44241 I o 9 ER o � <br /> °�u�« <br /> a �a o v° <br /> � � v� 3 <br /> '"5300 PW53 (G5301)" �'� � � �" <br /> 0 <br /> PICTURE WINDOW � z� <br /> � O �" W°z <br /> °rvorv-IMPACT� �J <br /> � � � <br /> o z <br /> � � ; aw <br /> J ? <br /> 2 m W�S <br /> U � L�i � <br /> w u� �.i <br /> o �� <br /> � GENERAL NOTES �j/ o� ° �� <br /> � al a C <br /> J l. This product has been evaivated and is in compfiance with the 2010 Florida Building <br /> � Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ�., m <br /> � 2. Product anchors shall be as iisted and spaced as shown on details.Anchor embedment <br /> , � to base material shall be beyond wail dressing or stucco. , , <br /> � 3. When used in areas requiring wind borne debris protection this product is requ'ved to be <br /> �' protected with an impact resistant covering that complies with Section 1609.12 of the ' z <br /> �. FBC. v�-i <br /> U � <br /> � 4. For Dc stud framing construction,anchoring of these units shall be the same as that � <br /> o shown for 2x buck masonry construction. <br /> n <br /> 5. Site conditions that deviate from the.details of this drawing require fuAher engineering z <br /> � analysis by a licensed engineer or registered architect. � _ <br /> - -• -- ------_.-__..-_,__.-_-_-.--.__... - -- - -- -. --- -- <br /> � �.;:°h[AX::-`;i.��'';;s..=;,.IYf�J(y:.i`::.�: ,�. .;..;t.;.�,DESIGNPRESSUBE(PSFji_r- 0 5 <br /> ^ iABLEOFCONTEMS ' .�.FRAME_�',:° "`�, D.LO. ,_.= µGCASS . �:,•-,;,? :,- .,,,,_.: _ <br /> '>�� .,7YPF.'{"°POSIiIVE.:,�;1!IEGATIVE�= o 0 <br /> Q SNEETN DESCRIPnoN :'-:DiMEN510ATa':.::'=;;DIMEdSIOy�',:,. .,- , - - , z � <br /> q - .. . <br /> ,c, 1 T ical elevations,desi n pressures and eneral notes �*E:10 25 13 i <br /> � 2 Harizontal and vertical cross seciions 48.0"x 63.0" A3.5"x 58.5" Gl +50.0 -50.0 scue: N.T.S. ° <br /> 0 3 Buck 8 frame anchoring ow�.a,.: �K m <br /> � 4 Bill of materiais,componenh and gl�ing details <br /> cwc.er: LFS 3 <br /> muwwc em. � <br /> � m <br /> � FL-15768.6 � <br />� SMEEf � OF 4 N <br /> 6 - - � <br /> OC <br />