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0& <br /> I"MAX.OVERALL FIN"I'M' <br /> outh MAX.OVERALL FRAME WIDTH <br /> r <br /> WINDOWSOLUTIONS ----------- <br /> g <br /> 4901 00M—ir rlv-d�,Tampa,171-33610 <br /> z a d <br /> Z* <br /> 9600 Fixed Window i E a <br /> wl Flange <br /> z in <br /> 'WON-IMPACr' <br /> GENERAL NOTES <br /> 1. This product has been evaluated and is In compliance with the 6th Edition a b 0 <br /> (20)71 Florida Building Code(FDCj Structural requirements excluding the <br /> "High Velocity Hurricane Zone(HVHZ). R <br /> E2 <br /> 2. Product anchors shall be as listed and spaced as shown on details, <br /> a Anchor embedment to base matend shag be beyond wall dresrtng or <br /> stucco. ;z <br /> 3. When used In areas reaulr[Ing wind bome debris protection this product is 69'x 96Frame Shawn <br /> required to be protected with an Impact resistant covering that complies W c <br /> with FBC Sections 1609.1.2&R3012.1.1 <br /> 4. For 2xstud framing constriction,anchoring of these units shall be the NOTE-VERTICAL ORIENTATION SHOWN(HORIZONTAL O.MWATION ALSO APftVEDI <br /> some as that shown for 2x buck masonry construction. <br /> MAX OVERALL MA&0VMU <br /> MAX GLASS <br /> 5. Site conditions that deviate from the details of this drawing require further FLANGE' FRAME bAYLOF <br /> engineering analysis by a licensed engineer or registered architect. <br /> DUMSION OMMIC01 T>gAExsiON ppg KEG. <br /> TAUE OF CONTENTS 49.1-X 49.1" 48jr X 480 0.7rX43,75' 61 +100.0 -1170.0 <br /> --SHEEr# DESCRIPTION -- UO <br /> I Typical elevations,design pressures&general notes <br /> 61.1"XA2.1' 60rX4110 55.7r X 36.75! 01 +100.0 -100.0 DAM. ' 25 <br /> 2 Horizontal cross Sections <br /> 3 Hortrontal cross sections 73.1"X 73.1" 72,W X 72ff 67.75"X 67.75* 02 +810 0.0 D%G.BY: JK <br /> CW.81. LFS <br /> tuckonchofing -80.0 ORA"o <br /> From 75* G3 480.0 <br /> onchorm 60.W x 96ff S5.761 x?1I. FL-15054.14 <br /> 6 Bill Of materials,Z I details <br />