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TN <br /> 96"MAX O.A.FRAME WIDTH ~-A' <br /> IBC 011101. <br /> 90.63"MAX.D.L.O.WIDTH = i o <br /> WINDOWS&DOORS541 <br /> 250 Staunton Turnpike,Patkersbur&WV 26104 <br /> oZq <br /> 'ti o Em zm ma <br /> u `a a12 <br /> 7700/9900 Series ° m d a <br /> Ko <br /> s > v <br /> Vinyl Fixed Window a CTa <br /> "NON-IMPACT" � p C <br /> W z <br /> p J <br /> W <br /> In Zit! <br /> v <br /> GENERAL NOTES <br /> 1. This product has been evaluated and is in compliance with the 6th it <br /> Edition(2017)Florida Building Code(F8C(structural requirements a� 24.. a <br /> excluding the"High Velocity Hurricane Zone"(HVHZ). MAX: MAX. 1)ES1GN PRESSURE(PSF) x X <br /> FRAME D.L O. GLASS: y <br /> 2. Product anchors shall be as listed and spaced as shown on details. DIMENSION DIMENSION TYPE.- :''Pt I VE -NEGATIVE,, o !n <br /> Anchor embedment to base material shall be beyond wall dressing <br /> 4 or stucco. 60,0"X 48.0" 54.63"X 42.63" GI,G4 +50,0 -50.0 <br /> N N 2 <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 <br /> product is required to be protected with an impact resistant covering W N <br /> that complies with FBC Sections 1609.1.2&R301.2.1.2. 72.0"X 50.0" 66.63"X 44.63" Gt,GA +40.0 -40.0 e <br /> m <br /> d 4. For 2x stud framing construction,anchoring of these units shall be the 84,0"X 40.0" 78.63"X 34.63" Gt,04 +35.0 -35.0 0 0 <br /> b some as that shown for 2x buck masonry construction, o o n <br /> 60.0"X 60.0" 54.63"X 54.63" G1,G4 +35.0 -35.0 a z <br /> a S. Site conditions that deviate from the details of this drawing require F d <br /> further engineering analysis by a licensed engineer or registered 84.D"X 63.0" 78.63"X57.63" G2,G5 +50,0 -50.0 <br /> "z <br /> i 3 <br /> architect.41 <br /> o N o 0 <br /> 4 <br /> 5 76.0"X 72.0" 70.63"X 66.63" G2,G5 +50.0 .50.0 - "x <br /> ¢ iN O o <br /> TABLE OF CONTENTS z o <br /> SHEEtft DESCRtPTtON 84.0"X 66.0" 78.63"X 60.63" G2,G5 +45.0 -45.0 onto 4130113 <br /> 0 <br /> < 1 Typical elevatioru,dosign pressures and general notes scasE: N.T.S. 5 <br /> 2 Horizontal cross sections 78,0"X 72.0" 72,63"X 66.63" G2,G5 +45.0 -45.0 DM.BY: JK m <br /> 3 Duck anchoring !FL-15816.5 <br /> BY: LJFS3 <br /> 4 Frame onchodng 96.0"X 72.0" 90.63"X 66.63" G3,G6 +50.0 -50.4 ING too.; � <br /> 5 Bill of materials,eomponenis an giozing details 0 <br /> r 1 O <br /> v <br /> d <br />