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.... <br /> ew out <br /> ±WINDOWSOWTIONS <br /> z <br /> itra+ —75"MAX.OVERALL FLANGE WIDTH ���'�/ * ` �,` i o d <br /> 4901Oakf°au vd.,Tam pa,FL33610 Z4'MAX.OVERALL FRAME WIDTH ' �� �►� gg.._ <br /> 5 a i 1.4 <br /> Series 9000 Model 9500 <br /> SLIDER XO Ise <br /> w/ Flange s1g <br /> "NON-impACT' <br /> W <br /> GENERAL NOTES Y ¢u <br /> o <br /> 1. This product has been evaluated and is in compriance with the 6th Edition <br /> (2017)Ronda Building Code(FBC)structural requirements excluding the al c <br /> "High Velocity Hurricane zone'(HVHZ). <br /> x 2. Product anchors shall be as listed and spaced as shown on details. <br /> g Anchor embedment to base material shall be beyond wall dressing or <br /> stucco. - - o <br /> 3. When used in areas requiring wind bome debris protection this product is R o N <br /> required to be protected with an impact resistant covering that complies w o w <br /> with FBC Sections 1609.1.2&R3012.1.2. <br /> x <br /> 4. For 2x stud framing construction,anchoring of these units shall be the <br /> B same as that shown for 2x buck masonry construction. <br /> S. Site conditions that deviate from the details of this drawing require further <br /> engineering analysis by a licensed engineer or registered architect. /���/ <br /> -MsW.OWML( MAX.OWRA i A�.-. .. .-MAN <br /> v .. E 1Fr I1161iVK N O N 4W- F <br /> DAY IllE. DAY IRE GLASS <br /> a RANGE. FlU6AE DUA19a aN DI61FM,1rON .: <br /> TABLE OF COlV1Ef�R5 ... dYf'E. <br /> SHFFi# DFSCR1PffON D{61EN31ON.• WMENSfaN (p►FltAetEl ( �7 M& NEG. <br /> 1 Typical elevations,design pressures&general no 75 0'X 63 C 740-X 62 0' 3s s•x S6 S7• 3F 6'X 5775 01 +45.0 -0.0 <br /> g 2 Vertical&horizontal cross sections G2 +55.0 -60.0JK <br /> 3 Vertical&horizontal cross sections 61A-X 61A- 60.Ir X 60.7 2SA-X 64.31- 26S X 55.75" Gt +50.0 .50.0 CW Y. F m' <br /> 4 Buck&frame anchoring "`�a° L� 3 <br /> owawc Mo: a <br /> x 5 Components v <br /> 6 BR of materials and glazing details FL-16842.2 0 <br /> SxW_L or 6 0 <br /> u <br /> a <br />