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TM 41% <br /> 96"MAX O.A.FRAME WIDTH <br /> Al <br /> 90.63"MAX.D.L.O.WIDTH m a: -z <br /> WINDOWS&DOORS M <br /> 250 Staunton Turnpike,Pa.rkersburg,WV 26104 / ��i'�•. •••• <br /> ! lilt . y .o ro <br /> n 9 v %Z <br /> t o -Em z moa <br /> F 2d <br /> N <br /> 7700/9900 Series m as a om <br /> ti <br /> = w o <br /> Vinyl Fixed Window O 9Z <br /> "NON-IMPACT" 16 <br /> oW <br /> oo <br /> GENERAL NOTES o �� <br /> o ¢� <br /> 1. This product has been evaluated and is In compliance with the 6th ^ o <br /> Edition(2017)Florida Building Code(FBC)structural requirements 0 li <br /> 3 excluding the"High Velocity Hurricane Zone"(HVHZ). ... .....:.:...:.:.:...::..:;, <br /> CtESIGN:PRESSUS�`RE� .:" <br /> -_:_: FRAME: <br /> � 2. Product anchors shall be as listed and spaced as shown an details. -.a:; °�- •� • - <br /> o - .:0►MENSIONay' r;: N <br /> Anchor embedment to base material shall be beyond wall dressing 'iAIMRNSIO _ ��j <br /> or stucco. 60.0"X 48.0" 54.63"X 42.63" G1,G4 +50.0 -50.0 �,�a <br /> 3. When used in areas requiring wind bome debris protection this 53.0"X 53.0" 47.63"X 47.63" Gl,G4 +50.0 •50.0 N a ur <br /> product is required to be protected with an impact resistant covering q :5z <br /> w <br /> that complies With FBC Sections 1609.1.2&R301.2.1.2. 72.8"X 50A" 66.63"X 44.63" 8 Q 0 <br /> G1,G4 +40.0 -40.0 x <br /> 4. For 2x stud framing construction,anchoring of these units shall be the o o N <br /> same as that shown for 2x buck masonry construction. <br /> 84.0"X 40.0" 78.63"X 34.63" Gl,G4 +35.0 -35.0 N <br /> a $ o <br /> 5. Site conditions that deviate from the details of this drawling 60.0"X 60.0" 54. <br /> ng require 63"X 54.63" Gl,G4 +35.0 -35.0 u a a z <br /> further engineering analysis by a licensed engineer or registered h + <br /> 84 <br /> architect. .0"X b3.0 78.63" "X 57.d3 G2,G5 +50,0 .50,0 w z <br /> '� C1N oQ <br /> 76.0"X 72.0" 70.63"X 66.63" G2,G5 +50.0 -50.0 0~ 6 z <br /> TABLE OF CONTENTS «,N z 0 <br /> SHEETO DESCRIPTION 84.0"X 66.0" 78,63"X 60,63" G2,GS +45.0 -45.0 DATE 4130113 <br /> i <br /> 1 Typical elevations,design pressures and general notes scAra a <br /> 2 . Ho4zontal cross sections N.T.S. <br /> 3 Buck anchoring 7$.0"X 72 0" 72.63"X db.d3" G2,G5 +45.0 -45.0 MG.BY. dK m <br /> A Frame anchoring CHK.ar: LFS 3 <br /> 5 Bill of materials,components and glazing details 96,0"X 72.0" 90.63"X 66,63" G3,G6 +50.0 -50.0 DRAVANG NG.i <br /> FL-15876.6 0 <br /> SHEET 7 OF 5 <br />