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ffimewSouth <br /> -'z <br /> WINDOW SOWTIONS <br /> 4901 06i5Talr B v a,FL 33610 /1 .11 s� A m" <br /> U� Z <br /> � d <br /> 1121'MAX.OVERALL FIN WIDTH <br /> Series 9000 Model 9550-3 "' °`�A"F 'E�'°"' g � maa� <br /> r �z . <br /> SLIDER XOXa <br /> IMPACT RATED /%� 1%�� �%� a. <br /> w/Flange <br /> a = <br /> GENERAL NOTES X O <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017) o <br /> Horida Building Code(FBC)structural requirements excluding the"High Velocity W <br /> Hurricane Zone"(HVHZ). <br /> 2. Product anchors shall be as fisted and spaced as shown on details.Anchor <br /> embedment to base material shall be beyond wall dressing or stucco. <br /> 3: When used in areas requiring wind bome debris protection this product <br /> complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an N o <br /> Impact resistant covering.This product meets missile level"Wand includes Wind <br /> Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. z <br /> a r <br /> 4. For 2x stud framing construction,anchoring of these units shall be the same as <br /> that shown for 2x buck masonry construction. El t Elwk' <br /> 1 5. Site conditions.that deviate from the details of this drawing require further Z <br /> W engineering analysis by a licensed engineer or registered architect. <br /> TABLE Of CONTENTS <br /> SHEtoTk DESCRIPTION AtAX.;OVERAIt MAX OVERALL '., v n Z o <br /> DESIGN PRESSURE. <br /> DAYLnE DAYLIrE GLASS s <br /> g 1 Typical elevatlons,design pressures&general notes fUUIGE FRAME 6WEN$CON DIMENSION TYPE (PSFJ 9 24 7 4 <br /> 2 _ Vertical&horizontal cross sections ` DIMENSION- _ DtnWTON. . (opERASM : (FIXED)._,, Pas. NEG• � N.T.S. a <br /> 3 Vertical&horizontal cross sections oxa m: dK <br /> G1 (peed) <br /> 4 Buck&frame anchoring 112.1"X 6&1" 11 1A"X 63.0" 25.0'X 572 S'9 Siff X SS. +50.0 -55.0 cw ae LFs <br /> 5 Components G2 (Operable) e <br /> oarrz:c no.: <br /> 6 Bill of materials and glazing details <br /> -- o <br /> � sxen 1 a 6 r <br /> 0 <br /> a <br />