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�•``�C O''•� <br /> .x 61.1"MAX OVERALL FW WIDTH _V e 3S* "�n <br /> a== <br /> j" `� 5UU F <br /> 60"MAX OVERALL FRAME WIDTH N z gg;O <br /> Now 661math <br /> y=: WINDOWSOLUTIONS <br /> 4901 Oak' air Ivd.,Tampa,FL 33610 � 111� v N = <br /> x a <br /> aE E� Zm°=� <br /> 0 <br /> / as Ng -0La <br /> 9600 Fixed window o E oz t <br /> � <br /> w/ Flange �a <br /> w <br /> Z U= O <br /> "NON-IMPACT" of <br /> oZ <br /> cn <br /> Q <br /> GENERAL NOTES a z y W N <br /> 1. This product has been evaluated and 6 in compliance with the 6th Edition a y <br /> (2017)Florida Building Code(FBC)structural requirements excluding the oI � <br /> "High Velocity Hurricane Zone"(HVHZ). a a a <br /> 0 2. Product anchors shall be as fisted and spaced as shown on details. / cc <br /> Anchor embedment to base material shall be beyond wall dressing.or m <br /> stucco. z <br /> LL <br /> 3. When used in areas requiring wind bome debris protection this product is N o <br /> 60"k 96"Frame Shown <br /> required to be protected with an impact resistant covering that complies o z <br /> W= O <br /> with FBC Sections 1609.1.2&R301.2.1 2. cl 0 <br /> a 4. For 2x stud framing construction,anchoring of these units shall be the NOTE:VERTICAL ORIENTATION SHOWN(HORIZONTAL ORIENTATION ALSO APPROVED) tj <br /> same as that shown for 2x buck masonry construction. o <br /> :.._. <br /> X 90VERALL??:;i:::::MAX::OVERAIL:,_. ,,. <br /> A � .. DESIGN;PRESSURE;`%ti>; a o u <br /> a::.:::•.. :::•:zr>;_::;s::-:r:::,:.:,• ;:;::::All/UC;�:;::�r;:::..�;::-:..:: <br /> 5. Site conditions that deviate from the details of this dravnn require further <br /> 9 q y ;FIANGEI:`ii:;`i ;;>a;3:;:•ii'_FRAME:;:?;zs`-=: is:DAYlfrFe;;>:.;;,.;,;-:;:.;.:i: :.;:;•;:;;:;<_::::: . <br /> engineering analysis by a licensed engineer or registered architect. : �E N'FEN510r:'::% NPErii.,,•,_,, :. :.'................ w i <br /> Q ,D, 10 ...... M fl........ ...:..::::..:.:::...._.::::-:::-:.... pOS _:;>:NEG:;::e;::: N N <br /> z TABLE OF CONTENTS 49.1"X 49.1" 48.0"X 48.W 43.75"X 43.75" Gl +100.0 -100.0 Z <br /> N Z O SH DESCRIPTION I Typical elevations,design pressures&general notes 61.1"X421" 60.0"X41.0' 55.73"X36.79' G1 +'100.0 -100.0 GAre 6126115 <br /> 2 Horizontal cross sections scue N.T.S. ° <br /> 3 Horizontal cross sections 73.1"X 73.1" 720"X 720" 67.75"X 67.75" G2 +80.0 -80.0 DW&EM JK m <br /> z" FE4 Buck anchoring 0%BY, CFS 3 <br /> 5 Frame anchoring 61.1"X 97.1" 60.0"X 96.0' S5.75"X 91.75" G3 +80.0 =80.0 GNAWING ND-- Ir <br /> 6 Bill of materials,components 8.glaring details FL-15054.14 0 <br /> 'n <br /> sN¢r 1 of 6 <br /> it <br />