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ST MAX,OVERALL FLANGE WIDTH- - ~XF « �_�' <br /> NewSout _ * jet, <br /> i 54•MAX.OVM4 L FRAME WIDTH $ <br /> t a <br /> WINDOW SOLUTIONS ( p <br /> 490-1 Oa air Ivd.,Tampa,FL 33610 <br /> 9 IL <br /> f � <br /> c <br /> 9400 Single Hung window , 1 $ a <br /> N <br /> wj Flange <br /> 'WON-IMPACT" -- z <br /> u% <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017( <br /> ti Florida Building Code(F9C).excluding the"High Velocity Hurricane Zone" /� ) n 4 <br /> WK). <br /> 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. tILI z <br /> 3. When used in areas requiting wind bome debris protection,this product is I N <br /> required to be protected with an Impact resistant covering that comples with m <br /> FBC Sections 1609.12&R3012-12. =w z <br /> 4. For 2x stud framing conshucWn,anchoring of these units stall be the some as <br /> that shown for2x buck masonry construction. _ <br /> Q<o <br /> 5. Site conditions that deviate from the details of this drawing require further a a <br /> engineering analysis by a licensed engineer or registered architect. <br /> TABLE OF CONTENTS MAX:.OVEMU. MAX.OVEMU: MA1f".. '[0-7rxUAir <br /> Haut o a <br /> SHW# DESCtHAtl N liilNGt :TRAMP. DAYtAE t>rtYlltF, DF31GNtItESSU1tE n o u <br /> :.:,,.. ., . DWENSfOk01MENSipN {PSF1::. z <br /> i Typical ations,design pressures rl general notes WlN&mON . ... aNttENuorr ( ( 7 wrc 2 19 14 <br /> 2 Vertical&horizontal cross sections � N.T.S. <br /> 3 vertical&horizontal cross sections SSA"X77.4° SWX76Z 47.Wx31AC GI +50.0 -500 ac.ar: JK4 Buck&frame anchoringS Components 37A"X 73A' XW X 72r 292rx32AC .7W x 32AC 01 +65.0 -75.0 an»a w.:LF 3 <br /> m <br /> d Bpi at materi glazing details FT.-1s85 1.2 � <br /> 0 <br /> a sNrtt 1 or. a <br /> r. <br /> m <br />