Laserfiche WebLink
�����```"`* u,'�����i <br /> ������ e u� o u� �� ����:- � <br /> ti� ;., �� - :�.; � <br /> _.j' ��• ••� N. <br /> M <br /> S F � �.Z:� J^U� <br /> X�y :V: * ��a-Z�' <br /> � ' 1NINDOWso�urio�vs ��'` z �'�~ <br /> .. o� <br /> � 75'MAX.OYERALI FlANGE WIDTH �V"� ;'�'!� �z oi n <br /> ,:`�,�3,� 7B'MAX.OVERALL FRAME WIDTH '�i4,•••'•••„ ••••'����` N>°M m <br /> 4901 Oa alr IVd.,Tampa,FL 3361 0 � � ����'�.i'." �, �N m z <br /> �, � � � o=d <br /> - \ o=0 9mcw <br /> �� aNa �pta <br /> � maa� <br /> 9500 Slider XC, ���/ ��� � �� p�� <br /> / / o �a b� <br /> IMPACT RATED - HVHZ � Z� � <br /> _ � �o <br /> � w/F►ange w W Z �I <br /> � <br /> J � x o-1 <br /> ol Q, O /\ � �� <br /> q a u�. � J �c9 <br /> .�. w a3i m ��'1 <br /> � GENERAL NOTES o � z N W In <br /> .� X � Q ¢j <br /> � 1. This product anchoring drawing has been evaluated and,is in compliance with � � o "� <br /> � the 5th Edition(2014)Florida Building Code(FBCJ inciuding the"High Velociiy � � / g � �� <br /> Hurricane Zone"(HVHZ). See the Cerfification Agency Cerfificate ior sizes, /// a a a <br /> � specifications&rafiings. f�/ j �m <br /> � / <br /> 3 2. Product anchors shall be as lis4ed and spbced as shown on details.Anchor � <br /> � embedment to base material shall be beyond wall dressing or stucco. <br /> a <br /> � 3. When used in the"HVHZ,this product complies with Se�tion 1626 of the FBC and N <br /> does not requ'ire an impact res'istant covering. � <br /> w o <br /> x N <br /> � 4. For 2u stud framing construction,anchoring of these units shail be the same as � � <br /> a that shown for 2x buck masonry construction. � � <br /> a �' <br /> $ 5. Site conditions that deviate from the details of this drawing require further � Z <br /> engineering analysis by a licensed engineer or registe�ed architect. - <br /> � A <br /> � W Q <br /> Z MAX..OI�ERA[L'.i '`''MA7ti3OVERALC`._:._ :.-MAX(. ', ;.iMAX... . . �:.t:��.'DFSIGNPRESSUR� ._ N o � <br /> ......,... .;_:_..:..;.. � � � <br /> Z 7ABLE OF CONTEN75 ; (PlANGE:-, .,<, .FRAME..,_ ' "QAp.�QN=' ''D�ENSfO ,':�pg.�:n o <br /> r' ..:.. GLd$S".:. <br /> :., <br /> -DIINE N'-.:. `, <br /> �o <br /> .... . :. ..........�.....';.,:.'-.�� h1......: -:::_.:TYPE`' .�...'.:..:'::�..:'...::.r.:.;:` _'.'�:. z o <br /> .::.....:... <br /> SHEEi# DESCRIPTION dIMENSIQN; ;`.:.1DlMENSlON:. 'y';, :(OPERA9LEj:...:'. . (F�XEDI..''......;`.... • PpS: ..`.::....NEGi.. .. u <br /> a ' � Typical elevations,deslgn pressures&general notes '' `" " � <br /> ¢>TE: Z 19 1¢ z <br /> 2 Verfical 8�hori�ontal cross sectians 75.0°X 64.0" 74.0"X 63.0" 33S'X 57.31" 33.25".X 58.56" Gl +50.0 -b0.0 5� N.7.5. ° <br /> � 3 Buck&frame anchoring d++a er: dK m <br /> s 4 Components Note:This ptoducf is not approved for use above 30 feet in the"HVHT'. u,K.er; LFs 3 <br /> � ' 5 611 of moterials and glaring details ow�vn�c r+o. � <br /> � <br /> 3 FL-16842.6 0 <br /> Z N <br /> p _ SMCEf 1 oF $ � <br /> O <br /> r. <br />