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lastppro �_�.� � * <br /> 5200 W. CENTURY BLVD. LL <br /> d <br /> o• — a, <br /> Z Q�f�O om <br /> LOS ANGELES, CA 90045 31.so°MAx.o A. > <br /> �'. 2 <br /> FRAME WIDTH ''�/ r11�````` o m..ri ZD <br /> �. U lV C <br /> Smooth / Wood Grain / White Wood Grain 5L m <br /> 9 X Z <br /> o a <br /> oe °' �W <br /> Rustic /Mahogany "g L <br /> \ ^� a "a maa� <br /> 06 Series Fiberglass Door v E '0Z <br /> 1. <br /> o <br /> INSWING/OUTSWING <br /> �a <br /> �+ <br /> "IMPACT" z W <br /> 3 S2o <br /> Mz <br /> ? 0 Ua p¢J¢ <br /> ZOO pW <br /> J W raG� <br /> .� _ G''' <br /> J. <br /> o Ed <br /> GENERAL NOTES m <br /> �/ 4 U U) <br /> 1. This product has been evaluated and is in compliance with the 6th Edition o o ^ o 0 N w <br /> (2017)Florida Building Code(FBC)structural requirements excluding the"High a a o <br /> Velocity Hurricane Zone"(HVHZ). <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor <br /> embedment to base material shall be beyond wall dressing or stucco. <br /> o TE <br /> 3. When used in areas requiring wind bome debris protection this product <br /> complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an N <br /> impact resistant covering.This product meets missile level"D"and Includes Wind z <br /> Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.22&R301.2.1.2.1. w w m <br /> 4. For 2x stud framing construction,anchoring of these units shall be the some as o <br /> that shown for 2x buck masonry construction. I <br /> 0. <br /> 5. Site conditions that deviate from the details of this drawing require further a. <br /> engineering analysis by a licensed engineer or registered architect. <br /> mNH F <br /> 0 o a f <br /> TABLE OF CONTENTS <br /> SHEET# DESCRIPTION - - D1_z n° <br /> OVERALL_':. :DESIGN PRESSURE PS D <br /> a 1 Typical elevation,design pressures,&general notes ?'- - ". <.. DATE:02/16/12 = <br /> 2 Door panel details SWING FRAME; 'o <br /> w SCALE: N.T.S. <br /> 3 Horizontal cross sections L)IMENSION POSITIVE NEGATIVE.; <br /> M.BY: JK m <br /> 4 Vertical cross sections INSWING 37.50"x 82.00" +65.0 -70.0 DHK.BY. LFS <br /> g 5 Buck and frame anchoring-2X buck masonry construction 3 <br /> DRAWING NO.: � <br /> 6 Frame anchoring-IXbuckmasonryconstruction FL-15213.1 N <br /> OUTSWING 37.50"x 80.37" +65.0 -65.0 a <br /> 'v 7 BIII of materials&components N <br /> SHEET 1 OF 7 <br />