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```,��141*Illf/��t/ <br /> �� ��f��� e� out :��9���-�� ����._z�. <br /> `��'� � WIND�W solur�o►vs =��� _� �`��U o m <br /> �� :w•. : � �mM <br /> „'�-"'�G MAK.OVERALL ��i�•''•.........-'�� ��� �o�mm <br /> 4901 Oa air Vd.,Tampa.FL 33610 FRAME WIbTH '�����4irr,n�� ����``` o°�_ , <br /> �h- �•� u"��:, <br /> � o, v x Z'i <br /> J �` � E m =a� ° <br /> f"�• �.u 4. 9..o a , <br /> I �' N� 7:4s�. <br /> m aa <br /> DuraGarat ,'� �,az pe�.��� <br /> � • o�a \7�.,• '. <br /> � Dovble Hung Window X =� <br /> � 3 U2 <br /> ^ "NON-tMPACT' � % i � Q` <br /> � � /,I � �. o� <br /> ¢ , <br /> � jQ z, J.GU <br /> o,�� �2 = m �ii yy � <br /> W � W u�"i��v) <br /> GENERAL NOTES �� �/� � j � �� <br /> � r. �' � o��� <br /> J i �. o <br /> 1. fiis product has been evafuated and is In comp(lance with the Sth Edition(2q14)Florida al, a a <br /> � Bua�ng Code(FBC)shuciurai requirements exclucling the°High Yelocity Hurricane Zone" V <br /> � <br /> (HVHZ). See the Cerfification Agency CerHflcate forshes,specifications and rotings. �� �m� <br /> � 2. Product anchors shall be as fisted and spaced as shorm on details.Mchor embedment � <br /> _ /�� <br /> to base rtrotedal sha�be beyoncl wall dressing or stucco. � <br /> 8 � <br /> m <br /> 3. When used in areas requiring wind bome debris proTecfion this product is required fo be �, <br /> protecled wifh an impact iesistant covedng that compfies wiTh Section 1649.1.2 of the z <br /> � FBC, o ' <br /> � � ' <br /> � 4. For Dc stud framing conshucfion,anchodng of these units shall be the same as fhat � <br /> shown for 2x buck masonry constrtiction. <br /> e <br /> __. . .___.__._._._._._�_ _,_._ ----.. .._ _,.. _ _ _.--._---._,_. ....._ ._.,_. _ <br /> _ _. .. ... ._ ._ .._.. ._,._ _,n_ <br /> ��V 6 5.�Site condtions that deviate trom the detal(s of thfs drawing require furfher engineering 3 <br /> � analysis by a ficensed engineer ar regfstered cachRect. _ ' �� <br /> F ¢ � <br /> � TABIE OF CONTFMS � _ <br /> °` SHEEfN DESCRIPi10N z u <br /> � 7 Typlcal elevations,design pressures&general notes :..................:...::..:,......;............_..,..........,..................__..._._................. u,�: s 7 7%75� ;Z <br /> = 2 Vertical 8�har¢ontal aoss sections i _tM,UC,'' '. . ,:. .:_MAR��-:.,�:>;.r..�:;. ;uESIGNPi�ss[JkEs'�= scuE. _N.is.` . ° <br /> � _sFSAT4lE':'_�,,;,,:;'::,:'.D:td:">;c.i .,:G_:.._s:::. . . ., .. . .. _ <br /> � 3 Verticai&hoi¢ontal cross sections :............... :, ; ....._.. ...___. ,. :_.. .__��3Ff-:- .-:._. mvo.er: ,1K. m <br /> ;.._... .. <br /> DIMENStp1V: :DfMC�IS�ON�� ..`: ;1Y�'E;-, ,':=. �:�':I? �_ <br /> . <br /> 4 Buck&frome anchorin � - � � <br /> Si 9 ?:�-;i:"...:..._..:-:..:::.-'s.:>......:; .._..:,.....:�_::.._...:=:.._- ==:POZ.._'..�a_=NEG:a.�� cwc er. LFS' 3 <br /> � 5 Componenis OWIPIN6 N0; � <br /> n 6 Bill of matedals and glazing details sa.o^x�s.o^ 47.8T'X33.BT ci +35.0 -35.0 = �=�5378:2 "- <br /> -o. <br /> G' suEt7 1. dv 6 t1 <br /> , t7_ _ Q <br />