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1EWINDOW SOLUTIONS <br /> —75"MAX.OVERALL FLANGE WIDTH -� <br /> NewSouth <br /> -ii�~• •• .� >>'i m <br /> 4901 Oak Pau vd.,Tampa,FL 33610 74•MAX.OVERALL FRAME WIDTH II ����'" `� <br /> Series 9000 Model 9500 �� z <br /> SLIDER XOa <br /> w/ Flange <br /> "NON-IMPACT' Z <br /> W � <br /> _ X p <br /> GENERAL NOTES z 411 <br /> 1. This product has been evaluated and is in compliance with the 6th Edition <br /> s (2017)Florida Building Code(FBC)structural requkements excluding the / �� <br /> "High Velocity Hurricane Zone'(HVHZ). a a <br /> x 2. Product anchors shall be as fisted and spaced as shown on details. LL <br /> g Anchor embedment to base material shall be beyond wall dressing or <br /> .� stucco. <br /> - o <br /> 1`q r.F♦ <br /> 3. When used in areas requiring wind bome debris protection this product is H N <br /> requked to be protected with an impact resistant covering that complies w o <br /> with FBC Sections 1609.12&R3012.1.2. _ <br /> a saa� — <br /> $ 4. For 2x stud framing construction,anchoring of these units shall be the t3 <br /> some as that shown for 2x buck masonry construction. !v <br /> s <br /> 8 <br /> a S. Site conditions that deviate from the details of ft drawing requie further <br /> engineering analysis by a licensed engineer or registered architect <br /> 'AMX.bVaAAU MAX.bVERArt AM.-. ,:..'!W D PRESSURE N,1D+ <br /> DAr iDE. DAY 1NE <br /> z 7ABlE OF CONiENf2 RANGE. FltMW'' G41ss E (FS� m rn m <br /> a D1Mt3/SION D1/4ENSION .. .TYPE <br /> DMiEPiIfON' DDAENSIOk 'fQpEJi SW tXED) Pb& NEG. n ' z <br /> SHEET# DESCR1PTtOH oils 2 19 14 Z <br /> 1 Typical elevations,design pressures&generd notes 75A"X 630 74,W X 62D' 33s X 56.31" 33.r X 5775" Gi M5.0 +15.0 ii <br /> F 2 Vertical&horizontal crass sections G2 +55.0 -60.0 s N.T.S. <br /> 3 Vertical&horizontd cross sections ] <br /> 61A"X61.0° 64.D'X60.0 26.6"X54.31" 26.5'XS5.7S" Gt + owc.�° JK n <br /> 4 Buck&frame anchoring 50.0 -50.0 auc W. LFS <br /> Z 5 Components MOW 16 a <br /> 6 BE of mateAaIs and glazing details FL-16842.2 0 <br /> sHEa 1 or 6 G <br />