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�� " , ```����i* u�r�;J _... <br /> �'r�y r, _ �`,` �°�`�/ � <br /> �� V�� `o�• � a - � <br /> ;y�'�t��, � 55'Mh):.OVERALL F�y YdIDTH ��'�r � i�= M <br /> r ; I =(�j: �( a:Jw�� <br /> �'� � WINDOWSOWTIONS 54"MNt.OVERAI.LFRAhAEWIpiH �Ni�j e 'd � n <br /> .�'y �m <br /> ��� . . . .�.�. �Q`� om <br /> ti'�r,,,, I� �• '� �Z vi ro <br /> `� _ � ��i ti. .•� � 7>mm <br /> /. •. ,,. ♦ <br /> 4901,Op Ulf' Vd.,Tampa,F4 33610 `'/������n��� ���```` o°n°p z <br /> �.____.� 5�. U N.. <br /> /�� �g E zmZo <br /> ��/ \� � 6Ng 9d�a <br /> � � � c �a mia� <br /> � 9450 S�ng1e Hung W�ndow O E�_ � <br /> � . � , o�a � <br /> � IMPAGT RATED - HVHZ <br /> a = � //� z� <br /> � w/Flange � � �` ' 2 0� <br /> 2 w LL s' 2W <br /> � �. O � / Z � �� <br /> i <br /> i � �� <br /> � GENERAL NO1FS � � ��/ � N ,'�„ <br /> � . <br /> � / z � c�� <br /> m � V4N ¢ � <br /> •0 1. This product has been evaluated and is in compiiance wifh fhe STh C-dition �I �° �4 <br /> 6 (2D14)Horida BuQd(ng Cpde(FBC�,including 1he"High Velaciiy Hurticone I <br /> � Zone"(HVHZj. / �>?�m <br /> � 2• Product anchors shali be as I'rsfed and spaced as shown an detals:Anchor � �/� � <br /> _ embedmenf to base maferial shall be beyond wau dressing or stucco. C / � <br /> 3. When used tn the'91VHP',ihis product complies wiifi Secflon 1 b26 of ihe Rorida � N � <br /> � N <br /> � Bullding Code and does not require an impact resisfanf covering. 3 N <br /> _ $2�� N <br /> a 4: For2x stud Uaming conshuetian,anchoring of ihese unih shali be the same as �p� <br /> � thatshownfor2xbuckmasonryconstrucHon. eUZo � <br /> a 5. Sife conditions ihat devidte from fhe deta1s of ihfs,drawing require fudhei _ o��� <br /> � engineering anafysts by a ficensed engineer o�,regisFered arrhitect. , ' `¢W o$ _ <br /> 0 <br /> � �m�^ m <br /> z _.. - —� ..- ._ . .., � _ <br /> .� 7ABLE OF CONTfMS `;._..... . . -,- :_.;_:MeiX,_" .::..._. ,�:' ;' -====:...:: '-' ►GN PRESSURE • n�'�N c � <br /> c ,FLedMGE� , �.fRA61E'. :..' xDAK LflEi,�.. - `'DAY. j '• .GLASS-;r.,. =DFS'_ >. .: �v,��m o 0 <br /> ... .....__. VERA[[:.. <br /> SHEfT# DESCRIP7fON " """" <br /> ' . <br /> � DAiENSION. BtMENS ' :O(MENSlQN: .: dNMENSfON."'� :�y.p ='�pg� :' �. z <br /> VFRA[A' :' h1AX;p <br /> :..._. <br /> :. � r' . ...__. . .., , `1'Mty^ <br /> ._. . <br /> . . �_,�_,: . <br /> a i Typical elevations,design pressures&general notes - . !QN.... .•(44ERA9iE�;:;:: .=.�tXEp7- - .�, . .`. .'.. � :` z ° <br /> ' POS. ' ...NEG, ni�c: 2 19/7 4 i <br /> 2 Verfical8horaontalcrosssections 55.0"X77.0" 54.0^X76.0" 4L2�z34.38� 49.75"x3A.5" G1,G2 + scve N.T.S. ° <br /> � 3 Verticaf&hor¢ontal crosssecfions 55,0 -65,0 ; <br /> 0 4 Buck 8,frame anchoring owc.er: JK o <br /> _ � 5 Carnponertts 38.0"x 63,�' 3T.0°X 620° 3Q.25"x 17,38' 3273"x 275" GI.G2 t65.0 -85.0 °1K ar: I� 3 <br /> % 6 EHI of moferials and glaang de!a�s - ow�,xc No; c <br /> a <br /> � Note:ihis product,when used with G1 gl�ing,is not approved for use above 30 feet in the"HVHZ". �--�6a51.5 0 <br /> V H <br /> d SIIEET � OF B Q <br />