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`��Il l/�� <br /> �.=.:�' ����Q,�., * '������ m <br /> �°�, �`'� e� ou� `U, ..�.... ,.��_ � <br /> :,`a� i ',, °_;� "* �:.�_?�� <br /> =�„ � WINDOWso�urioNs =w� ` L <br /> ; � Z a�:o, ;, <br /> • ` � '.,. : �� �n <br /> : <br /> y�;,,,� ��i�, ••..... ••'~ `���� 7>�m <br /> �t-'''.+"s�.^C'^.._ - ''��r��f�1'1 �,`` O n m Z <br /> 4901 Oa�`Fair vd.,Tampa,FL 33610 <br /> � U,d o <br /> \v 'o Z;oZO <br /> 8F°' gm�,W <br /> 117'MAX.OVH2AIL FRAME WIDTH � �a'�"'� m'i a� <br /> . A:o..': <br /> ,.o= �, <br /> DuraGord - 3 Slider X�JX 8�a ��- <br /> i � � z� <br /> � "NON-(MPACT" /�� ,/,�� ;�� W o0 <br /> � W� <br /> 0 <br /> � y �Z�2j . <br /> � �� �'�- �J ¢' <br /> °w X � X � m �� <br /> $ �� ry � W <br /> N"Vf ' <br /> U=• ��,�?'. <br /> � GENERAL NOTES �LL / / / o � � <br /> Q ��. <br /> o � a -a <br /> � 1, fiis product anchoring drawing has been evaluated and fs in comp6ance with ��� ��� �/� c a' ' <br /> 'the 5th Ediflon(2014)Flodda Bullding Code(FBC)excluding the"High Veloclty � � � �m ', <br /> � Hurticane Zone"(HVHZj. See the Certification f�qency Certificate for sizes, � `• <br /> � specffications&ratings. ,_ <br /> '^ .. <br /> � 2: Product anchors shall be as listed and spaced as shown an detaits.Anchor N;'. <br /> embedment to bdse material sha�be 6eyond wad dreidng or stucco. <br /> N. <br /> � W D <br /> � 3. When used in areas requiring wind bome debris protection thB product is `� <br /> :� .�: <br /> � requ(red to be protected with an impact resistani covering that compUes with Q qc,. <br /> 4 Sectlon 1609.1.2 of ihe FBC. <br /> � . , <br /> � ���� � 4. "Sfte�condliions that deviate from the deto8s of this drawing require�urther -- -- _. ___.__�_. . _._ .____ _. <br /> - ---- � , <br /> - -- - - - -�---• --- -- _ • <br /> _..__.____ _ ..---- ,:_�" ' "� <br /> � engineering analysis by a Gcensed engineer ar registered drehffect. � ", o <br /> 5� .. �a' .t <br /> Z iABLE OF CONTENTS . -`'- ' - =�aX:DAYUGHr;-:;�nux�ArUGHr:"<__:,.;:: : - -= m�. i�. <br /> . :::•,;; <br /> . .���<:.:_:...-,-,.,._•..,._,...._..._..;....:.. ...�.,_......._.,.... . ...... ._.;�. ..DlES1GHPRFSSUR,E-;:,; .o <br /> ,. ..�.,7Wl.:=:::�;;'c•%.. :OPENiNG;':-_:�;_�.' „OPFIVING-i.;::i���lASS:;: .�;.,.� �o a <br /> a ' f .,..E .............,...., . <br /> __:......:..... ....._.p� ,SWH ENSl4N,..;:;'::::T1�Ei ' ;�_��`.;":-::..::�'�J:=;�:-f':'..; z .o <br /> , . _ <br /> O - : ..h[FA - ' ;_�INAa <br /> � SHEE►!i DESCRIPIT N .:�PIMENSlO,N.2-::;:,:>:..... ..........a; .;:. " : . <br /> a : .::.:..:.......:. .+,,:. ...... _. .. oe� 4 17 12' � i, <br /> 1 Typlcal elevations,des�gn pressures&generaf notes � � <br /> ................_............-:........_�.IfIXEDI:.:;�::=::::.....:�:IVP.F�.�I.;..c:.=r'...::::.._...f>;.._;POS?.:�e:''.:..iNEG.':�t�.i <br /> � 2 Horaontalandverficalcrosssectior�5 1llaxbS.ZS 62.45"x56.i" 25.5"x565" G1 +30.0 -30.0 5f^`E� N.F:S:. 9 <br /> 3 3 Buck&irame anchoring <br /> �.�: i11C m <br /> � 4 001 of matedaLs,gl�ing details and componenis � qE+K er. iF5 .- 3 <br /> � otuvnNo:No.s " ' .¢ <br /> 3 N <br /> 2 ` FL-16842:1,6 ,o <br /> � .n <br /> . sHecr� 1'�oi�,4 O <br /> � . <br />