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till <br /> uthI-MAX.OVERALL FIN WIDTH <br /> MAX.OVERALL FRAME WIDTH <br /> .WINDO WSOMITIONS <br /> 4901 Oak're—ir ffld.,Tampa,FL 33610 "'IA, lilt <br /> OIL <br /> 9600 Fixed Window <br /> wl Flange <br /> A <br /> 'WON-immcr <br /> 0 <br /> GENERAL NOTES -151 <br /> I. This product hos been evaluated and is In compliance with the 64h Edition <br /> (2017)Florida Building Code(FBC)structural requirements excluding the <br /> 'Ugh Velocity Hurricane Zone'(HVHZ). i &) n <br /> 2. Product anchors shall be as listed and spaced as shown on details. <br /> Anchor embedment to base material shall be beyond wall dressing or <br /> stucco. <br /> 3. When used In areas requiring wind borne debris protection this product is <br /> required to be protected with an impact resistant covering that complies 60'x 96Frame Shown <br /> with FBC Sections 1 l509.1.2&R301.2.1.2. <br /> 4. For 2x stud framing construction,anchoring of these units shall be the <br /> some as that shown for Zc buck masonry construction. NOTE-.VERUCAL ORIENTATION SHOWN(HORIZONIAL oplENTAMON ALSO APftVEDI <br /> OVUALF <br /> 5. Site conditions that deviate from the details of this drawing require further MAX.OVERALL PRESSURE <br /> MAX GL4$S bEWfi.PR <br /> engineering analysis by a licensed engineer or registered architect. JFLANGE FRAMEIiAYLnF <br /> OrMENSION DIMENS" TM <br /> PM REG. <br /> TABLE OF CONTENTS - <br /> SHEEr# DESCRIPTION 49XX 49.1" 49.0*X 48.0' 43.75*X43.751 G1 +100.0 -10110 <br /> 1-HiZ61 U5 <br /> I Typical elevations,-d-esignpressu &generG[notes 4111.11'X,12.1" <br /> b. 2 Horizontal cross sections 60.(r X 41 Xr 5$15")[36.76" GI +1100.0 -100.0 DKT-. 6L26,11 5 <br /> 3 Htxaantat cross SectionsT31" 72,0"X 72.0" 67.75"X 67.751 <br /> 4 Tuck anchoring <br /> G2 +80.0- -80.0 OM.BY. JK B <br /> 'ramll arts <br /> ng <br /> ceps. L. FS <br /> 61.11"X91.1" 60.W X 96.00" 55.7sr, 91.15, G3 t +80.0 -80.0 ~mo ma: rc <br /> L.. 6 1 Bill f.. If Is,components&glazing detafts <br /> FL-15054— <br />