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--o <br /> "New <br /> South <br /> WINDOWSOLUTIONS <br /> N: d <br /> —MAX.OVERALL-- '. Y'••.,, : J r-'�m.- <br /> � r FRAME WIDTH <br /> 4901 o—a alr Blvd.,Tampa,FL 33610m ry'w <br /> I ro I., <br /> 7 p <br /> v— <br /> Eom <br /> r g aµ ,9 CW <br /> DuraGard <br /> Double Hung Window X z <br /> "NON-IMPACT" <br /> GENERAL NOTES $ 4 <br /> 0 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida <br /> Building Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" ° a <br /> P• (HVHZ). <br /> >m <br /> a / <br /> 2. Product anchors shall be as listed and spaced as shown on detals.Anchor embedment <br /> to base material shall be beyond wall dressing or stucco. <br /> 3. When used in areas requiring wind borne debris protection this product is required to be <br /> s <br /> protected with an impact resistant covering that complies with FBC Sections 1609.1.2& + s o <br /> R301.2.1.2. W rn <br /> 4. For 2x stud framing construction,anchoring of these units shall be the some as that <br /> shown for 2x buck masonry construction. <br /> S. Site conditions that deviate from the details of this drawing require further engineering <br /> analysis by a licensed engineer or registered architect. m <br /> o <br /> TABLE OF CONTENTS <br /> SHEEN DESCRIPTION, o z <br /> O D <br /> s 1 Typical elevations,design pressures&general notes a+r•'6%t 77 t 5 i <br /> a .- a. .. MA%...' DESIGN PRESSURE''. <br /> s 2 (Vertical&horizontal cross SecN0r15 GLASS' S N.T.S. ` <br /> FRAME D.L O: <br /> s 3 1 Vertical&horzontal cross sections fPsF) ` <br /> 4 Buck&frame an to'cr biMENSION.: DIMENSION TYPE... Dir..jh; JK_ m <br /> q 9 crx:sr CFS' s <br /> 5 Ii Components <br /> 2 54.0"X 75.0 47.87"X 33.87" G1 +35.0 35.0 aumwc aa: <br /> _.E 6 Bill of materials and glazing details T <br /> 0 <br /> 8 54r[7 DF 6 N <br /> C <br />