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tn <br /> Bringing quality to Iight. �`''•.. :..... °r` 6 10 <br /> 102,50 Philipp Parkwgy, SEE CHART FOR FRAMES¢FS �j ��� m <br /> Streetsboro,Ohto44241 1 11111.� 2.1 z <br /> 0 o oz 4 <br /> � g"Em -d3 <br /> p 9 <br /> n cT <br /> np w R1..E>�t✓JYf1�rr <br /> Df1 a ti <br /> Model S] 0 / / o O <br /> 3a <br /> SLIDING WINDOW z <br /> "NON-IMPACT' a <br /> GENEi2ALNOtFS <br /> This product has been evaluated and is in compliance with the bih Edition(2017)Florida <br /> Building Code(FBC)structural requirements excluding,the"High Velocity Hurricane Zone, <br /> (HVHZ): <br /> 2. Product anchors shall be as listedand spaced as shown on detalls.Anchor embedment t, <br /> to base material.shall be beyond wall dressing or stucco. z <br /> 3. When used in areas requiring wind bome debris,protection,this product is required to be p: o <br /> protected with an Impact resistant covefng that cotTmplles with FBC Secfiorls 16M,.I?8 N to <br /> R301.2.1.2. <br /> K. Q <br /> 4. For'2x stud froming construction,anchoring of these units shall be the some as that shown <br /> for 2x buck masonry construction. <br /> a <br /> 5, Site conditions that deviate from the details of this drawing require.further m y <br /> d engineering analysis by a lieensed,engineer or registered architect. <br /> TARIE OF CONTENTS ' <br /> SNEET@. DESCRlFrfON. :`' 'MEtX: v%r 1i11A1f - ' O a <br /> FAAl4iE - c' - -- LA_ R 'DESt6ZZZPRESSUREE'$ ^: z n <br /> 1 Typical elevations,design'pressures and generoi notes 4,^^, :;5 - � O E" " 'X y mAiE 10' 08 i 7 z' <br /> ;' s r.,a .'.., <br /> € 2 Horizontal cross sections :+f�IME(JS`[Ol- „�;Di161E(VS(C!N as '" - u';Fb3RiVE H6GATIt%E' o <br /> n_ <br /> 3 Buck and Vertical cross sections <br /> 4' Bucka 73.0"X 63.0" 31.437"X �g*54.375" G1 +40.0 -40.0 ° - 4K. .. m <br /> r 5 Com onents cft W- LFS 3 <br /> 6 Bill of materials and gl ng detail AW X 44.W 26.43rx 3S.375" G1 +55.0 .55.0 or""""°N° <br /> } FL--i578.1.15 b <br /> .. .. .. .. .. _ N <br /> SHEET Z <br />