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Newsouth W MAX OVERALL FLANGE WIDTH <br /> WINDOWSOLUTIONS -W MAX OVFAALL FRAME MOTH— <br /> 4901 68MF9;97Tampa,Fl.33610 "1011 rod z 0 9z 6 <br /> Nopl <br /> RAW <br /> 0 IL <br /> 9400 Single Hung Window <br /> 0 Sit <br /> wl Flange <br /> R <br /> az <br /> 'WON-IMPACT' <br /> GENERAL NOTES 1. d <br /> This product has been eVdU0J`ed and is In compliance with the 6th Edition 12017) <br /> IHVHZ).Florida Building Code(FOCI,excluding the 1-Ugh Velocity Hurr <br /> icane Zone" <br /> 2. Product anchors shall be as bled and spaced as shown on details.Anchor <br /> embedment to base material sholl be beyond wall dressing or stucco. <br /> IT" <br /> 3. When used In areas requiring wind bome debris protection,this product Is J_ <br /> F <br /> required to be protected with an impact resistant covering that complies with <br /> FOC Sections 1609.1.2&R301.2.1 2. <br /> z 0 <br /> 4. For 2x stud framing construction,anchoring of these units shall be the some as <br /> that shown for 2x buck masonry construction. <br /> S. Site conditions that deviate from the details of this drawing require further goi engineering analysis by a licensed engineer or registered architect. <br /> Li <br /> TABLE OF CO)yNNTS <br /> MAX OVERAIL MAX OVERALL MAX _MAX <br /> SNEFFADESCRIPTION DAY LITE DAY LIFE DESIGN PRESSURE <br /> FLANGE FUME DIMENSION GLASS <br /> I I 1�11 11!�!11,elevations, . . I (PSI)����:1: :ks,design sure, general notes ION DIMENSION TIME z <br /> —j' lVerlical& pressures DIMENSION (Opf ,,* (FIXED) CWTE; 2/19/14 z <br /> 2� 6110tol cross sections <br /> DjMW!ON RAIM7 POS. EG. U <br /> -.&E: N.TS, <br /> Vertical&horizontal Cron sections S5.(r X".W S4.(r X 76.0' 47.Wx34A4' 49.7V'x 34.4C G7 <br /> ovcr&Tram&anchoring -Sao <br /> .9 4 owl Irr., JK ia <br /> d Hilt of .0 <br /> Components 3T.Irr X 73.CrT3U6e`�X!?!1!ir 1,2F x 32.44" 31.76"x 37-4N' G1 +65 cm 13Y. LFS <br /> *do!S and details <br />