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C)ft. i _r .o... 4 M <br /> Windows %� Z gyO� z e ro <br /> Bringing quality to light. SEE CHART FOR FRAME SIZES *//r1Trr sPs`�.�`��`` NBA <br /> 10250 PhTipp Parkway 0 :Z <br /> Streehhoro,Ohio 44241 x z <br /> o E m m m m <br /> 6. Na 5 a Lli <br /> "BARCELONA" <br /> Model "DSL30" <br /> SLIDING WINDOW <br /> �z <br /> "NOWIMPACT' z <br /> X X z <br /> 4W m VAS w `n �O h <br /> GENERAL NOTES h <br /> 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" m <br /> (HVHZ). <br /> 0U. <br /> r2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment <br /> s" to base material shall be beyond wall dressing or stucco. <br /> B z <br /> 3. When used in areas requiring wind borne debris protection,this product is required to be g <br /> protected with an impact resistant covering that complies with FBC Sections 1609.1.2& �' <br /> R301.2.12. <br /> G <br /> d 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown <br /> 'e for 2x buck masonry construction. <br /> 5. -Site conditions that deviate from the details of this drawing require further - - F a <br /> engineering analysis by a licensed engineer or registered arc itect. _ o <br /> m <br /> -';,::',MAX:.;;:`:':" ,"DGN'PRESSURE(PS[] <br /> TABLE OF CONTENTS _,"'"" ESI <br /> r.',. <br /> FRAME ;: D:LO.''w:.;„;: <br /> SHEETf1 . DESCRIPTION - -" DnTe 10 08 17 z <br /> POSRIVE_. =NEGAflVC f <br /> a DIMENSION,"'.=' =:DIMEN$10[�I o <br /> I Typical elevations,design pressures and general notes = scuE-- N.T.S. <br /> 2 Horizontal cross sections 73.0"X 63.0" 31.43T'x 54.375" G1 +25.0 -25.0 M.Dr: JK m' <br /> g 3 Vertical cross sections <br /> 4 Buck and frame anchoring mrk BY. LFS <br /> 5 Components Dtwmwc wo <br /> n <br /> 6 Bill of materials and glazing detail FL-15781.15 6 <br /> N <br /> s`r ;Ef I DF 6 <br /> 6 <br /> K <br />