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NewSouth �.: p <br /> Wl NDOW SOWTIONs > ....... ; o <br /> On _ <br /> 4901 Oa tr vd.,Tampa,FL 33610 °" <br /> e ■zi <br /> ------- - 84'1,M OVERALL FRAME WIDTH <br /> \/l + p>L o a <br /> aum. <br /> DuraGard - - -- --_ ---=_==- 9= <br /> Fixed Window ! a <br /> UO <br /> "NON-IMPACT' <br /> 1 25 m <br /> �a <br /> GENERAL NOTES <br /> 1. This product has been evaluated and is in compliance with the 61h Edition(2017) <br /> Florida Building Code(FBC)structural requirements excluding the'Ngh Velocity _ <br /> 3 Hurricane Zone'(HVHZ). <br /> 2. Product anchors shad be as fisted and spaced as shown on details.Anchor I84.C'X 48.0"FRAME SHOWN <br /> embedment to base material shall be beyond wall dressing or stucco. - -- <br /> 00 <br /> 3. When used in oreas requiring wind borne debris protection this product IS required to N <br /> be protected with an impact resistant coverlrg that complies with FBC Sections w W o <br /> 1609.1.2&R301.2.1.2. <br /> NOTE:HORIZONTAL ORIEWATION SHOWN(VEKfICAL ORIENTATION ALSO APPROVED) <br /> a 4. For 2x stud framing construction.anchoring of these units shall be the same as that 1?c <br /> shown for 2x buck masonry construction. OVERALL OVERALL DESIGN PRESSURE <br /> $ FRAME DAY LIGHT ry ASS (n� 0.Q. z <br /> 5. Site conditions that deviate from the details of this drawing require further DIMERSION DIAUMONPE a a <br /> engineering analysis by a licensed engineer or registered architect. �� <br /> Uff x U.Ir 76.9r x 4193" G2 +65.0 -65.0 <br /> TABLE OF COMM6or x 60.0• 59.M x 59. . .93• G2 +500 -500 1 N Z <br /> � o <br /> a SNEFfLF DESCRIPMN —_ <br /> T Typical elevations,design pressures L,general notes 56 p^X S6.P 55 9J'x 55 9r Gt +50,0 •50.0 [Am- t 2 22/1 r z <br /> 2 Vertical&horizontal doss sections N.T.S. <br /> g Buck&frame anchoring 7145•x 7516' 69.ta•x 70.10• G3 +55.0 -55 0 !cv m <br /> q Bill of materials,glaring details and components ftlC°Y` �s d <br /> DRkWM NO.: 0: <br /> 3 <br /> FL-15354.2 a <br /> s 1 or 4 <br /> a <br />