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............ <br /> ewSouth * :�_ �m� <br /> SEE CHART FOR MAX-OVERALL FRAME WIDTH z IV <br /> WINDOWSOLUTIONS <br /> F .6!2 z <br /> on <br /> 0 C4 <br /> o xz <br /> C-4 go *Ld <br /> U'r M0 a. <br /> tn.r)* M lk 12 <br /> !E L, <br /> 0 0 -0 <br /> A <br /> 9400 Single Hung Window <br /> ,q <br /> wl Range <br /> Z <br /> "NON-impAcr, <br /> 2E <br /> GENERAL NOTES <br /> 0 <br /> N2 <br /> 1. This product has been evaluated and Is in compliance with the 7th Edition(2020) CX <br /> 0 <br /> CL <br /> Florida Bulicling Code(FBq,excluding the"High Velocity Hurricane Zone" 19 1 <br /> ? (HVHZ). <br /> U- <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. 0 <br /> 3. When used in areas requiring wind borne debris protection,this product is N N C, <br /> required to be protected With an impact resistant covering that complies with <br /> 11 <br /> FBC Sections 1609.12&R301.2-12 0 01 00�9 Z <br /> R- <br /> 4. For 2x stud frornlin9 construction,anchoring of these units shall be the some as <br /> that shown for 2x buck masonry construction. <br /> further x ON <br /> 5. Site conditions that deviate from the details of this drawing require -Q1.Qla-I 2 <br /> engineering analysis by a licensed engineer or registered architect. <br /> ,....................................... .............. z <br /> .......... ... ... <br /> .............. <br /> ........................... .......................... . <br /> ...... ................... ..................... .......... <br /> ..... .... ......... <br /> ...... ..... ... . .....•....... ....... <br /> .......................... <br /> "'FLAN. R;(M <br /> ....................... <br /> .. ................................- ............... <br /> z .......... <br /> TABLE OF CONTENTS Iz <br /> ...............I............. <br /> F5 SHEEN DESCIUMON z <br /> pressures 55Z X 77.0" 5W X 7&Ir 47.W x 34Air 49.75"x34.441 GI +50.0 -50.0 DAM 2/19/14 zo <br /> I Typical elevations,design &general notes <br /> 2 Vertical&horizontal cross sections SCAM N.T.S. <br /> 3 Vertical&horizontal cross sections 37ff X 73.1V 36.OffX72r 29.W x 32.44' 31.75*x 32.W GI +65.0 -75.0 MG;M JK <br /> 4 Buck Ktrame anchoring CHK BY; US <br /> 5 Components F49.(r x 85.(r 480 X$4.(r 41�W x 382r 43.75"x 38.6r +45.0 -45.0. DRAWWG NO.: <br /> z 6 Bill of materials and glazing details FL-16857.2 <br /> ISHEU <br />