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\���til /���/ <br /> �4�` ...� �,,,�(((����ii <br /> �``��• ��� N <br /> �• ` O, • •.��' � <br /> y j ,§,4 %*yy � ��� 55"MAX.OVERALLFINWIDTN i�:� g� * '�+?�W <br /> -� 54 MAX.OVERALL FRAME WIDTFI—► •� Z ��`� 6 m <br /> �l[N Q��N�oiuTEo�s � ��'>-� ... ���� :�h <br /> '' • �` J O tDm <br /> >> m <br /> „ ... 'f''�4jp►* 1t O``,\`` o r°�°°z° <br /> 4401�Oa a�r Blvd.,Tampa,FL 336i0 � h E 9 Z x Z� <br /> � o <br /> / � $co 901cw <br /> / �fpy.r �pia <br /> � �da "� maa� <br /> � 9 � � <br /> � f oz <br /> � 9400 Single Hung Window � ja � <br /> LLm � �� � <br /> � W <br /> m � �� �o <br /> � w/ Flunge Y " � y= <br /> � <br /> , o W <br /> J W i - 2 �� <br /> "N0111-IMPACT" � � � o W <br /> w <br /> Z � �� <br /> ; ° � � �� _ � �� <br /> j N wN <br /> � GENERAI NOTES � ^ // z a �� <br /> � � � � V y � y <br /> J i. This product anchoring drawing has been evaluated and is in compGance with ' I X �I a �� <br /> � fhe 5#h Editiort(2014)Florida Building Code(FBC)excluding fhe"High Velacity a a <br /> q Humcane Zone"(HVHZJ. See the Cerfification Agency Cerfificafe for sizes, i //� I 4 y. <br /> � specifications&fatings. i ' ''m <br /> ` 2. Product anchors shall be as listed and spaced as shown on details.Anchor ' / � � <br /> _ <br /> — embedment to base material shall be beyond waB dressing or stucco. a <br /> N O <br /> -- N <br /> � 3. When used in areas requiring wind bome debris protection,this product is �' <br /> � required to be protected with an impact resistant covering that complies w'rfh °w o <br /> �' Secfion 1604.1.2 of the FBC. � � <br /> � 4. For 2x stud framing conshuction,anchoring of these units shall be the same as W � <br /> ; that shown for 2x buck masonry construction. o <br /> 'e � Z <br /> a S. Site condiiions that deviate ftom the details of this drawing require further � � <br /> �` engineering analysis by a licensed er�qineer or registered architect. �� a <br /> F � <br /> z TABLE OF CONTENTS MA]G:OVERAlL.., �MA�c:?oVfAALt:,,°; ,�+� .. `'.,D�S►GN .. . `, `��°� � <br /> "' M ( . MN(.. :...... .....:. .. m <br /> ... <br /> � SHEET# DESCRIPTfON ` ;F.LANGE FRAME lQjtq NStO Ey�S pN' '' ���URE �Z U <br /> n N:� ; :�o ki N.. . 7YP�$.. � <br /> � �� � Typical elevafions,design pressures 8�general nates OIMENSION ; . DfMENS10N (OPERiSBtE�;,.,. �. (FIXED):, . ::. . _ '� 2/�9 �4 0 <br /> ;" PRS: . '� NEG...,'` uH <br /> 2 Vertical&horizantal cross sections s� N.Ts. � <br /> ` 55.0"X 77.0" 54.0"X 76.0" 47.25°x 34.44" 49.75"X 34.44" Gl +50.0 -5Q.0 pvM,ev; �K m <br /> 3 3 Buck&frame anchoting <br /> � 4 Components �+K��� �FS 3 <br /> � ' 37.0"X 73.0" 36.0"X 72.0" 24.25"x 32.44" 31.T5"x 3244" 67 t65.Q -75 0 oruvnNc t+o,: <br /> 3 $ Biil of materials and glaang detaiis c <br /> r FL-76851.2 a <br /> � SNEET�OF S � <br /> V <br />