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:9k. <br /> 57 MAX.OVERALL FLANGE WIDTHNewSouth <br /> — f _ ro <br /> � rx <br /> WII,DOWSOLUT�ONS 54'MAX OVERALL FRAME WIDTH <br /> YV I I 'ram'• .� ��'pn <br /> r� �•., r� � i. n <br /> `'�% rrrtlit iRR \� b° <br /> 4901 aI IVd.,Tampa,FL 33610 <br /> � � e <br /> n I { qz <br /> 9400 Single Hung Window <br /> N <br /> wj Flange rf s z <br /> "NON-IMPACT" <br /> GB4£RAL MOTES <br /> 1. This product has been evaluated and is in compliance with the 6th Edition(2017) �( j <br /> Florida mudding Code(FBC),excluding the"tfigh Velocity Hurricane Zone" <br /> 11 <br /> 2. Product anchors shall be as Bled and spaced as shown on details.Anchor <br /> embedment to base material shall be beyond wall dressing or stucco. { 1 z <br /> 3. when used in areas requiring wind bome debris protection,this product Is J N n <br /> required to be protected with an impact resistant covering that complies with rc z <br /> FBC Sections 11609.1.2&R301.2.1.2. w z z <br /> miN wLO <br /> .77 b. For 2x stud framing construction,anchoring of these units shall be the some as J o � <br /> that shown for2x buck masonry construction. 12 <br /> I" <br /> .# 5. Site conditions that deviate from the details of this drawing require further 0-8 i <br /> engineering onc4sls by a licensed engineer or registered architect. n{W ZZ<C <br /> TABLE OF CONTENTS MAX:OVERALL; MAX.OVERAIL DFJIGN►AFSSURE <br /> DAYLlTE DAYlR> GLASS p o <br /> StiFFT# t?E$C#tTTtOt! ttiti<tliE ::fRAJrtB <br /> 1NMFN#tOk DIAtK1M <br /> 1 Typical elevations,design pressures a general notes DlMdaloN . ,.. `DM16MI1aH (p j f►+X�J TYPE 001 NEG, a e z 19 14 : <br /> 2 Vertical&hodwntal cross sections save N.T.S. ° <br /> 3 Vertical&horizontal cross sections 5WX77Jr SkIr X 7d.0" 47.2rx 34A4" 49J5'x 34.4or GI +5&0 -50.0 M.SY: JK o' <br /> 4 Buck&frame anchoring cm BY. Ln <br /> 5 Components 37A"x 73A" .140 x 72? 292r x 32AC 91.75 x 32AC 01 +65.0 -75.0 oRWW tar <br /> d Silt of materials and giaang details FL-16851.2 0 <br /> saw t ofJFL B <br /> a <br />