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o .+ i <br /> . , f <br /> i <br /> • � <br /> i <br /> i <br /> \��`````, � 'j'�i <br /> ���ver L��� `g�. ..- ���� � <br /> =Uil�it a -i� Q¢'8=��� <br /> by�nderser� ;N•U o "'�� m <br /> VRI � Itl � � CIY � B 4/ � � � � � o m <br /> '? z �'O� <br /> :�v'•. .�y��i m� <br /> j�•.,. ,�r�r: �- �.- <br /> -- 5325"MAX.OVERALLFIANGEWIDTH �'���', ��'�'P� ```t`���� ���a <br /> i <br /> � 52.00"MAX.OVERALI FRAME WIDTH � !'������� �a � Z 4 <br /> d <br /> �ERIES 70 m ���EL 2]2 7FL � \ � E m Z m�U <br /> tg 9 �W <br /> N d N� m n am <br /> ��/ r�g�� �p �jp� 1 �r�a�e �p�]W' �yp� �py� �,�/ " M E o <br /> �M��6.lLJ�RJ Y�I��i, �l1�VE.� �16-Bl�d� Q7���'\91J�V►P ���/ 8 �d �� <br /> � vv/ or �r/out FLA�lC�E � � � �� <br /> � ,�rvor�-��PAcr� w � 3 �Z <br /> �, = m i o 0 <br /> ., '" Z � ��/ 3 <br /> i� <br /> � GENERALNOTES � � � � �� <br /> � � � m '�c� <br /> x <br /> � 1 This product hps been evaluated and is In compliance with the Sih Edition�2014)Flooda Buildin9 � � � � � <br /> Q Code�FBC)structural requirements fncluding the"High Velocify Hurricane Zone"(HVFIZ). p o / z �� <br /> � V1 O y, <br /> � 2. Product anchors shall be as Ilsted and spaced as shown on detoils.Anchor embedmenT to base � � ��/ oI �� <br /> o� moterlal shall be bayond wall dfessing or stucco. ' o � a � a <br /> � � � <br /> � 3. When used In 1he"HVHZ"this prqduct Is required to be proteCted with an Impacl resistant ^ � `�S�m <br /> � covering that complies wlth Section 1626 of the FBC. � <br /> / � <br /> � 4. When used in oreas outside of the"HVHZ"requlring wind borne debds protection this product is ��/ ,�a <br /> z <br /> o requ(red to be protected with pn impact resistant covering That complies with Sectlon 1609.12 � N 3 <br /> ,; of the FBC. o N <br /> � ' ei d o <br /> 5. For 2x$tud framing consiruclion,anchoring of these unifs shall be ihe same as ihat shown for 2x z � <br /> � �� � <br /> � buck masonry conshuction. o � <br /> �° �g <br /> a 6. Site conditions that deviate from ihe detalls of this dfawing requfre furiher englneering anolysis �W <br /> aN <br /> <4 by a licensed engineer or regfstefed archllect. ?� Z <br /> c <br /> � <br /> 0 <br /> d 7. This producl meets water infilhation requirements for"HVHZ" �"'W Z <br /> 9 ( ..,:,,.,.,..„_,.,.:.,,,..,.�...,......,-m.. .. ....._, _ . . .,,.: - ............ ....:.-._ .,...... a a F- < <br /> �....... .. ...r. <br /> . ..,..:�.� <br /> o `�Y',�(3A4L:;.',.;....,:::O.YF� ,LI<a�:.i;.. .;lufAX;`•;-'°, - :;R�SIG � RES.Su$�-'(Ps N^¢ 5 <br /> ,.,..,,s . <br /> � ''�'tFL'�.N��„�,,;�::�<r`.rF.R..AM�� �'1"D;L�:.Q;,r _ :;GL'ASS;i�. _ _ ,,_f.- - m <br /> raece oF coNTer�rs ;,� . .�:.,._.,:.,. ;..:;:; .. . _ - <br /> _. <br /> , ,.. •-. ; ..�::`: ,. .;.;:....,.,:='-. ,�;...,.N,.P, ,.,:.�,,,. Fa_; �, <br /> .„;, , , , <br /> ,.:.__, . . : ... . ... ......_...... <br /> ,N.;`��,.... N,_.,.,,��....;;-,.T,YP�,�,;,::tposjr�l�e;; tiE�A-Ti.ij�:; NN � <br /> � SHEEl�k DESCRIPTION ;;;'.P��}4„F,f�SIOf(�_�'";iy;:4JMEN$1.0' r%`DIME.SlON.;::: ,,.,;:;:,. o <br /> _ z <br /> ,,..,.. -�..,_. ............... . .. .. ..... ..:. . <br /> a 1 Typlcal elevatloll.design pressures&general notes 53.25"x 63.58" 52.00"x 62.50" 47.69"x 2B.25�� +63.8 -G5.0 °`��10 30 �2 0 <br /> 2 Horizontal&vehical cross sections G7,G2 � N.7:s. � <br /> `� 53.25"x 74.08" 52.OD"x 73.00" A7.69"x 33.50" +55.0 -60.� �°W0��"' �K m <br /> = 3 Horizontal&vertical cross sections <br /> � q Buck ancl frame anchoring c�K er: LFS 3 <br /> 5 Bill of materials,glazing details&components ��F14�' � <br /> c ry <br /> °' F(�-14911,21 0 <br /> q ' F1EET � Of 5 N <br /> _ � <br /> D <br /> c - <br /> s <br />