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iy <br /> . CINDOWSOLUTIONS <br /> Naout `izz <br /> t;. �vdjampa,FL33610112'MAX•OVOWIRANGEWIDTH ri ��� >° a <br /> 4901 Oa I I I•MAX.OVERAR FRAME WIDTH ern It <br /> z <br /> RM <br /> - �j f=0 �• <br /> Series 9000 Mode! 9500-3 f a <br /> i SLIDER XOX 'f `jj r1t ja <br /> w/Flange <br /> "NON•IMPACr' X O f X 4 <br /> Qw <br /> GENERAL NOTES <br /> 1. This product has been evaluated and is incompliance with the 6th Edition(20171 ' _-- <br /> f loddo Bukting Code(FBC)structural requirements excluding the-High velocity a <br /> Hurricane Zone"(HVHZ(. <br /> 2 Product anchors shall be as listed and spaced as shown on detalls.Anchor u <br /> x embedment to base material shag be beyond wolf dressing or stucco. <br /> 3. When used In areas requiring wind borne deb ds protection this product is N N <br /> required to be protected with an impact resistant covering that compiles with <br /> FBC Sections 16M.1.2&R301.2.1.2. a <br /> 4. For 2x stud framing construction,anchoring of these units shag be the some as g o <br /> 8 that storm for 2x tuck masonry construction. w o <br /> 5. Site conditions that deviate from the details of this drawing require further <br /> engineering analys-s by a licensed engineer or registered architect. = - <br /> TABLE OF CQtMTEAITS MAN.OVFAALL:: ;•MAIG.OVERAU,;_ .. <br /> SNt�T# J3FSCRtP1TOt4 ;r:;a3itr(�ifl.:. ..:.'.,'.;tl6ibtE':.,':::,;: MYl�IE.:,_,::.•:.::OA;...., <br /> 11E31G <br /> 1 Typical elevations,design prewm ti generoi notes ;;WMENSION;::° WNIfif3fOd►,•`, ;'.;(01'C .:':at11(P4Li :.::<:s `,;ffo3'. 1�6 wza 2 20 14 z <br /> 2 Vertical&horizontal cross sections srxa N.T.S. <br /> 3 veriicdahomontal cross sections 1TZrx640 111.WX63r 25A*XVIr St.ff'XSW GI t4&0 .45h rWc <br /> 4 Buck&Irome anchorkV <br /> 5 Components OK�` Ct3 <br /> z 6 B of materials and g details nnAr.n"�'` a <br /> FL-16842.8 <br /> sxrEr i or 6 Q <br />