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C5 <br /> p p _a o <br /> 5200 W. CENTURY BLVD. nk z 0 9.,o <br /> I z <br /> LOS ANGELES, CA 90045 ........ - <br /> z d <br /> fill, 0 <br /> z <br /> Smooth 3I.T Wood Grain MA)I White Wood Grain � <br /> OVERALL WIDTH <br /> 0 0. <br /> Rustic/Mahogany ,9!M a.a.Series N Fiberglass Door E 0 <br /> N <br /> INSWING/OUTSWING <br /> "NON-IMPACT" <br /> z <br /> o C>An r: <br /> 2 a:Zn�; � <br /> 7 0 �n M <br /> �-= <br /> GENERAL NOTES <br /> S EL <br /> 1. This product has been evaluated and is in compliance with the 7th Edition(2020)Florida <br /> i� BuRcring Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone" >M- <br /> 0 (HVHZ). 0 <br /> 0 <br /> 2. Product anchors shall be as listed and spaced as shown on detals.Anchor embedment to <br /> base material shall be beyond wall dressing or stucco. <br /> En <br /> 3. When used in areas requiring wind bome debris protection this product Is required to be z <br /> 0 <br /> protected with an impact resistant covering that complies with FBC Sections 1609.12& Fn <br /> R301.2.12 <br /> 4. For 2x stud framing construction,anchoring of these units shag be the some as that shown for <br /> 2x buck masonry construction. <br /> PPPI <br /> 0 <br /> 5. Site conditions that deviate from the details of this drawing require further engineering analysis o^ M E <br /> by a licensed engineer or registered architect z <br /> TABLE OF COKIE11ITS z <br /> —i <br /> SHEET# DESCWTION r, <br /> OATE:02116112 <br /> I Typical elevation,design pressures&general notes E-------------- <br /> 2 Door panel details sr N.T.S.IAm <br /> 3 Hodwrital cross sections Mr.�BY- JK M <br /> 4 Vertical cross sections INSWING 37.r x 82.0' +47.0 -50.0 C"L'ft I - <br /> — — <br /> 5 Buck and frame anchoring-2X buck masonry construction GI DRAW=MD-- <br /> 6 1 Frame anchoting-I X buck masonry construction OUTSWING 37.r x 80.r +50.0 -50.0 FL-15213.14a <br /> 7 1 Big of Materials,glazing detou&components SHM OF <br />