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0.at h q <br /> OF <br /> �•y24f � yy Q•J�U M�1 <br /> ~ ZV•u < T O•Z'Z�n <br /> W[N D®W SOLUTIONS _ <br /> 4�^ / 96"MAX.OVERALL FRAME WIDTH <br /> 9 63"MAX. '''''� ///!r I p'.�� z d ri <br /> m d <br /> 901 Oak Fair Blvd.,Tompa;FL 33610 D.L.O.WIDTH On..Z <br /> � U <br /> v U u 2 <br /> � L o 5 m C W <br /> v 2,2 0p 5 dta <br /> ! q m R." <br /> z? <br /> 6000 Serves Model 6250 <br /> x Ta <br /> Sliding Patio Door z <br /> a� <br /> LL 2 w W� <br /> GENERAL NOTES o <br /> i m � O 4� <br /> 1. This product has been evaluated and is in compliance with the 6th Edition o s=w <br /> o (2017)Florida Building Code(FBC)including the"High Velocity Hurricane Zone" & a a <br /> (HVHZ). <br /> 8 2. Product anchors shall be as listed and spaced as shown on details.Anchor <br /> embedment to base material shall be beyond wall dressing or stucco. fn <br /> 3. When used in the"HVHZ",this product complies with Section 1626 of the Florida =N <br /> Building Code and does not require an impact resistant covering. Z Z <br /> ¢9 0 <br /> 4. For 2x stud framing construction,anchoring of these units shall be the some as N e <br /> that shown for 2x buck masonry construction. W o <br /> .. F <br /> 5. Site conditions that deviate from the details of this drawing require further o 0 <br /> engineering analysis by a licensed engineer or registered architect. < <br /> N O Q <br /> Z TABLE OF CONTENTS MAX MAX GLASS DESIGN PRESSURE o <br /> G SHEET# DESCRIPTION FRAME D.L.O. INTERLOCK TYPE (PSF) w_z z o° <br /> DIMENSION DIMENSION <br /> 1 Typical elevations,design pressures&general notes FOS. NEG. Dare 6115115 = <br /> 2 Horizontal cross sections sGue: N.T.S. <br /> 96.0"X 96.0" 39.63"X 83.63" ALUM GI +50.0 -55.0 <br /> 3 Vertical cross sections MG.BY.. JK <br /> m <br /> 4 Buck and frame anchoring CM BY. LFS <br /> 3 <br /> 5 BPI of materials,glaring detail and components BMWWC k0.: It <br /> i FL-15449.4 m <br /> o <br /> skEEr 1 or S H <br /> a <br /> — — c <br />