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WAX.OVERALL FNGEMOTN NewSouth 4 ,4•' •t./'� <br /> 4c <br /> 5fi MAX OVERALL FRAME VWUM <br /> WINDOWSOLUTIONs <br /> 4401 y0a or�Ivdjompa,FL33610 <br /> 'm oa <br /> A ``\ <br /> (0 �L <br /> 9400 Single Hung Window <br /> w/ Flange r <br /> 'WON-IMPACT' <br /> Y 4� <br /> � GENERAL NOTES <br /> 1. This product has been evacuated and is In compliance with the 6th Edition I20t 71 X ! 1 <br /> Florida Building Code(F8C1,excluding the"High Velocity Hurricane Torre" <br /> 11 ! L <br /> 2. Product anchors shall be as listed and spaced as shown on detais.Anchorembedment to base material shall be beyond wai dressing or stucco. I z <br /> 3. When used in areas requiring wind bome debris protection,this product is $ M <br /> required to be protected with an impact resistant covering that complies with m <br /> FBC Sections 16M.1.2 6,R301.2.T.2. W z� z <br /> } U N <br /> 4. For 2u stud framing construction,anchoring of these units shall be the some as m <br /> � <br /> � that spawn for2x buck masonry construction. � oQ <br /> S. Site conditions that deviate from the deloils of this drawing require further <br /> engineefing analysis by a licensed engineer or registered architect. <br /> onHo <br /> TABLE OF CONTENTS MAX.ovatAa MAX.QVERAtt: MAX'.. ' MAX e a o <br /> .. DFStG t'RESSURF <br /> SNEFTY DESCi PTIOR lhiU+t6E :rtA1KE. ' DlMENStDM D1M ' 2 <br /> GLASS. <br /> 1 Typical elevations,doso pressures&general notes • <br /> 0 . <br /> dtMB1SI0A DMIENSION arc 2 19 14 u <br /> "g .. . ... ;47.Wx34AC <br /> 2 Vertical&horizontal cross sections �..., N.T.S. <br /> 3 Vertical&hatizonfatcrosssections `56A"X77.P SILTX76P 4R79xUAC 01 +50.0 -50.0 OM.or: JK m' <br /> 4 Buck 6 frame anchoring ; <br /> Cm US <br /> 6 5 Components 37ZX73A' 360X7W 292rx3AC 331.7S"x32.44' Gl +65.0 -75.0 CROW NO.: a <br /> 6 ED Of maten glazing details ' <br /> r-�-lsssra o <br /> 9 sr+Ea t or O <br /> a <br />