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```,`,`��tti* r��q�'''. <br /> ..,�; '. • . <br /> � � � q <br /> �� 19:'.. N <br /> ��� 55'MAX.OYERALL RN WIDiH =Z'� �*•• ••,���Z LL^ <br /> - 54"MAX.OVERALL FRAME N/IDTH—._.—,,..I %N's� 2 Q+ m <br /> ��NQ��SUIUTIONS � =,�'j•.. .::d,�,; �E�� <br /> ° ..:r�.,. � I ,��� ••...... .•�•�`� y>°�m <br /> 490. � p _1 - � -- -_ _-.. _ ' '''r!I* 'h q`` o��'Z <br /> ��L»=�r <br /> 1 Oak`�r ivd.,Tom a,FL 33614 � �;� �n o <br /> i J 9 L9 aZ4� . <br /> � �� � o�'.ioy'. 9,m c�W <br /> ��/f y�N Yl �e�t 4 <br /> •� �\1 v m.aa� <br /> ` ! c4 � <br /> � 9Z <br /> � 9400 Single Hung Window z , � i � ��a � <br /> a , w/ Flange fl � ;'J/ �� <br /> _ � <br /> Z x r o o� <br /> � � � z <br /> � "NON-IMPACT, � � � o� <br /> � o � � � ) � JQ� <br /> � � I z � �y� <br /> // � W <br /> � GENERAL NOTES � � �/ � �' d �� . <br /> � rF. ! ! �� � -vJi. <br /> o,a�n <br /> � i, This product anchoring drawtng has 6een evaluated and is in compliance with I X gl � �c <br /> fhe 5ih Ediflon(2014)Florida Building Code(PBCJ excluding the"High Velocity a a , °' <br /> �; Hurricane tona°(HVHZ).See the Cerfification Agency Cert�cata forsrzes, � % ' <br /> � spec�cations&ratings. � %/ �m � <br /> m � V <br /> s 2. Product anchors shall be as Itsted and spaced as shown on deta'�.Mchor � / � <br /> `„ embedment to base material shall be beyond wall dressing or stucco. i_ v . <br /> !c N_� <br /> 3. When used(n areas requidng wind bome deBris protection,this product is v, <br /> required to be profected with ar.impoct rees#ant covedng that complies wifih w "o <br /> �u Section 1609.1.2 of the FBC. � ,� <br /> S � <br /> a d. Far 2x stud Framing consfruction,anchortng of these units shalt be the same as � � <br /> lhot shown for 2x buck masonry conslruction. � <br /> � 5. Site condfioru that deviate from fhe details of this drawing require further N Z <br /> � engineering dnalysis by a licensed engineer or registered architect. �,�F-,`,� <br /> � TABLEOFCONTENTS `MAX.:OVERfIii'.',��'MA1LiOYERAiL'i,;:,,.�;MAK�=, ,.;�:.-;MA7L; . � "%�i� 'u <br /> � _:.: -;. : � :T, r : _:�;D+IY�iliE:, , .:� ,_PAYLlfE='.-�niG,LASS.:;; ;; . PRESS ,_ ._v ,`o: <br /> . DESCGM 8E. ; <br /> „ <br /> SMEE/# DESCRIP110M fU1NG�a�.;:;,. _`_i=.FR1{ME�� ` .:.DJINENSiON" ;,''DfMENSIdN' ;.;,� :. (p��,'.... -. ,� '�:, Z :o <br /> ` : : ;DIMENSIW�[.`::. i�.i OPE'9IF7 -. ___. 7XPE'.;-.: . -' <br /> ,,.; ,. , .... .. . <br /> � Typicai elevations,design pressures E,general notes �DIMENSfON: .' - ` • <br /> 3 . . .. ... �...�.. =�lMED� _".:.-..',::�". .,' <.ROS.' .',..., ,.'NEG':..;. uAtc:'2/7 9',14. 'i <br /> � 2 Verfical&harizonfal cross seciions : . ?�"--N.T.S: ° <br /> 3 3 Buck&frameancho�ing SS.Q'X77.0" 54.0"X7b.0" 47;25"x34,d4" 44.75"x34.44° G1 +30.Q -$O.Q awc.'er. ' JK m <br /> � 4 Components � <br /> = cxK.er:�' LfS:, 3 <br /> ; 5 g7�of maleriols ond gloang defals 37.0°X 73.� 36.0"X T2.0" 29.26":3244" 91.75"x 3244" Gt +b5.0 -73.0 oxnv,wc un; � <br /> v <br /> 3 • FL-7695J.2 0 <br /> � • - ;� <br /> o . sH�R.:1`od 51` '�. <br /> � ' ' ' ` <br />