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96"MAX O.A.FRAME WIDTH �'• `�Ty M <br /> WINCO�kE �90.63"MAX.D.L.O.WIDTHZ -SH <br /> WINDOWS&DOOR =;°S'�••.., yti'�.� a <br /> 250 Staunton Turnpike,Parkersburg,WV 26104 ��, ��` o C Coz° <br /> 1 tilt r v a.. <br /> v Z Z U <br /> Em m m <br /> 3 9 d o a <br /> 7700/9900 Series a m a a <br /> n � 4 <br /> 0 <br /> W = u 9z <br /> Vinyl Fixed Window 4 ® o K: � <br /> "NON-iMPACr' n Z <br /> LEI OJ <br /> m b <br /> o <br /> GENERAL NOTES <br /> o 2 <br /> 1. This product has been evaluated and is in compliance with the bth o <br /> t Edition(2017)Florida Building Code(FBC)structural requirements <br /> excludin the"High Velocity Hurricane Zone' HVHZ. <br /> 9 9 Y ( J GLASS;S--;-,DESIGN;PR,ESSURE(PS� y Y> <br /> _ <br /> :FRAME;:':-.:; <br /> 3 2. Product anchors shall be as listed and spaced as shown on details. TYPE: <br /> 0 01MENSION.'i' ".,DIMENSION;'';;= ::; P9_SRIVE;i a:NEGATIVE:,; o o <br /> Anchor embedment to base material shall be beyond wall dressing "° '' <br /> 3 <br /> or stucco. 60.0"X 48.0" 54.63"X 42.63" Gt,G4 +50.0 -50.0 n a o <br /> c N N Z <br /> 3. When used in areas requiring wind bome debris protection this 53.0"X 53.0" 47.63"X 47.63" G1,G4 +50.0 -50.0 m <br /> ti product is required to be protected with an impact resistant covering N <br /> that complies with FBC Sections 1609.1.2&R301.2.1.2. 72.0"X 50.0" 66.63")(44.63" Gi,G4 +40.0 -40.0 Ln <br /> 4. For 2x stud framing construction,anchoring of these units shall be the 84.0"X 40.0" 78.63"X 34.63" Gt,G4 +35.0 -35.0 <br /> same as that shown for 2x buck masonry construction. o 0 0 <br /> 5. Site conditions that deviate from the details of this drawing require 60.0"X 60.0" 54.63"X 54.63" Gt,G4 +35.0 -35.0 <br /> further engineering analysis by a licensed engineer or registered 84.0"X 63.0" 78.63"X 57.63" G2,G5 +50.0 -50.0 a <br /> architect. <br /> � o <br /> 76.0"X 72.0" 70.63"X 66.63" G2,G5 +50.0 -50.0 e z <br /> TABLE OF CONiENiS <br /> SHEET$ DESCRIPTION <br /> 84.0"X 66.0" 78.63"X 60.63" G2,G5 +45.0 -45.0 DATE: 4130113 z <br /> a 1 Typical elevations,design pressures and general notes SCAM N.T.S. <br /> 2 Horizontal cross sections 78.0"X 72.0" 72.63"X 66.63" G2,G5 +45.0 -45.0 DM 13Y.- JK m <br /> 3 Buck anchoring CHx.By- LFS 3 <br /> 4 Frame anchoring DRAWNG NO.: <br /> 5 Bill o matenais,components and glazing details 96.0")(72.0" 90.63"X 66.63" G3,G6 +50.0 •50.0 m <br /> FL-15816.6 0 <br /> sHEET_L OF 5 <br /> d <br />