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Ln <br /> 37.5'MAX.OVERALL m <br /> FRAME WIDTH 747 FRAME WIDTH <br /> L U•` <br /> WINDOWS&DOORS <br /> 250 Staunton Turnpike,Parkersburg,WV 26104 ''INn.r?t z 0. <br /> d m o <br /> w t�Si m" U N Z <br /> i a v a o Z U <br /> WINCORE FIBERGLASS ENTRY DOOR X e X e o �j a L° 9 m`W <br /> ��GG t., t? oa �4tm <br /> g O 'D \ a wa W aa.a <br /> INSWING/OUTSWING 22 s • <br /> x ° Gy <br /> "NON-IMPACT" com o ' <br /> w <br /> GENERAL NOTB o Z <br /> � o <br /> 1. This product has been evaluated and is in compliance with the 6th Wo z w <br /> Edition(2017)Florida Building Code(FBC)structural requirements 112.19"MAX.OVERALL u ¢� <br /> g excluding the"High Velocity Hurricane Zone"(HVHZ). FRAME WIDTH g y <br /> 2. Product anchors shall be'as listed and spaced as shown on details. o —� <br /> Anchor embedment to base material shall be beyond wall & a <br /> dressing or stucco. FT- <br /> :ja a <br /> �z z xr <br /> e 3. When used in areas requiring wind bome debris protection,this y 99 'm <br /> product is required to be protected with an impact resistant o o o O X e O <br /> $ covering that complies with FBC Sections 7609.1.2&R301.2.1.2. o <br /> 4. For 2x stud framing construction,anchoring of these units shall be a w W N U) <br /> the same as that shown for 2x buck masonry construction. m U LJ L a <br /> 5. Site conditions that deviate from the details of this drawing require <br /> further engineering analysis by a licensed engineer or registered <br /> architect. <br /> a <br /> Z <br /> TABLE OF CONTENTS n a <br /> SHEET# DESCRIPTION MAx DE$1, —.RESSURE{PSG 'DE$IG�I .ROSURE(PSF) N a H <br /> i Typical elevations,design pressures&general notes i fNSWING oUTsW►NG <br /> C4NFIOURA_TION FRAME <br /> 2 Door panel details&glazing details DtMENS10N' t'OSlTIVE , NEGATIVE POSITIVE-, _NEGAFJVE o 0 <br /> rr 3 z a <br /> 4 Elevations x 37.5"x 81.94" +40.0 -45.0 +45.0 -50.0 D,TE 6115115 <br /> 5 Vertical cross sections scram: N.T.S. 9 <br /> 6 Horizontal cross sections Ox/xO 74.75"x 81.94' +40.0 -45.0 +45.0 -50.0 On.ar: JK m' <br /> 7 Buck anchoring <br /> 8 Frame anchoring&hardware details NH V ar: LFS 3 <br /> e OXO 112.T9"x 81.94" +40.0 -45.0 +45.0 -50.0 nnnx�sc W <br /> g 9 BPI of materials and components FL-14094 1 m <br /> SHEET— <br /> 1 OF 9 d <br /> S <br /> +r <br />