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NewSouth <br /> WINDOWsournoNs =�`. • _� Em� <br /> 11T MAX.OVERALL FLANGE WIDTH <br /> 4901 Ovd.,Tampa,FL 33610 111'MAX.OVERALL FRAME WIDTH <br /> O ! o z =U <br /> 113 <br /> Series 9000 Model 9500 3 i <br /> SLIDER XOX <br /> w/ Flange <br /> rrr "NON-IMPACT' I X <br /> GENERAL NOTES <br /> s 1. this product has been evaluated and is to compliance with the 6th Edition(2017) <br /> Ronda Building Code(FBC)structural requirements excluding the"Ngh Velocity <br /> gHurricane Zone"(HVHZ). <br /> pa <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor <br /> embedment to boo mated shall be beyond wall dressing or stucco. <br /> 3. When used h areas requiring wind borne debris protection this product is N <br /> y required to be protected with an impact resistant covering that complies with W�� _o <br /> FBC Sections 16M.12&R301.2.1.2. N y <br /> C 4. For 2x stud framing construction,anchoring of these units shall be the same as E <br /> z <br /> sthat shovm for 2x buck masonry construction. <br /> 5. Site conditions that deviate from the details of this drawing require further <br /> engineering analysis by a licensed engineer or registered architect. <br /> W TABLE OF COtV1fMS MA7i..aYFRAu::, :,,MAk:OVEItAtt:., <br /> ....: :::.::...:.,:. ..;...DAY'1T1E:;.:.•..DAI!'UIE. ;:,.'.G!'lIS'S�: ', :, n a•- <br /> SHEENDFSCRtPiION . .:;.:.:.,.:. ..., ,.::.....::.......::::.. .•.afAIE11i610N' :.,'�.'1)iMENS10k: . ::':;j9'PE::" : .: �`':::';:`..>::'.. <br /> M <br /> Typical elevations.design resaaes&general notes D!MENs10H':':•:OIMEMS1oH: •. ;;.;(Of6rARlE)_:`.'. :._i.`?11D).`:.:: `a::: ._;3roi.'::....NF6 ... �"T� 2 20 1 a o <br /> Vertical&tloraontal am sections scKa N.T.S. <br /> 3 <br /> Vertical&horixorltal cross section ttzo�xs�arnt.axcsr as xs>ss s1 c'x sas �t +43.0 -4�aDK.rN JKBuck&frame anc oring aac er. LFSBill of materials and glazing details a <br /> Z F1-76842.8 0 <br /> 'n sx[Er t or 6 Q <br />