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ro �����plastp � = in <br /> 5200 W. CENTURY BLVD. 'U � r ��'•lo= <br /> N? u <br /> LOS ANGELES, CA 90045 3750 MAx.OA. -��•'•••.., ki�g� N>°M <br /> FRAME WIDTH ''f�flf f*r►1���`` o M c0 z° <br /> UN o <br /> Smooth/Wood Grain/ White Wood Grain N o L W m W <br /> m E a 9dtn. <br /> Rustic/Mahogany \�. $ LL m d a <br /> Series Fiberglass Door E o= <br /> INSWING/OUTS WING 0 AkLd <br /> 'IMPACT` Z <br /> " �' <br /> Z <br /> Z wZ <br /> O � o <br /> 0 <br /> !E rr z$ zw <br /> GENERAL NOTES <br /> v CL a � <br /> 1. This product has been evaluated and is in compliance with the 6th Edition p o <br /> (2017)Florida Building Code(FBC)structural requirements excluding the"High &I a a <br /> Velocity Hurricane Zone"(HVHZ). <br /> �3Ci <br /> 2. Product anchors shall be as listed and spaced as shown on details.Anchor w $ <br /> embedment to base material shall be beyond wall dressing or stucco. <br /> in� <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 R N <br /> impact resistant covering.This product meets missile level"D"and includes Wind Ln <br /> z <br /> Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. W Ln <br /> 4. For 2x stud framing construction,anchoring of these units shall be the same as <br /> that shown for 2x buck masonry construction. <br /> n ¢ <br /> C C O <br /> 5, Site conditions that deviate from the details of this drawing require further >j i <br /> engineering analysis by a licensed engineer or registered architect. <br /> s TABLE OF CONTENTS Z <br /> SHEEr# DESCRIPTION N—Z a <br /> 'OVERALL L)E3►GN PRESSURE S o <br /> a 1 Typical elevation,design pressures,&general notes �,F) <br /> DATE 02116112 z <br /> �a 2 Door panel details SWING.:'--` FRAME-..' <,._` n <br /> 3 Hor¢ontal cross sections D_IMEN310N;, 'POSfTIVE ` NEGATIVE N.T.S. m <br /> 5 4 Vertical cross sections •BY: JK <br /> 2 INSWING 37.50"x 82.00" +65.0 -70.0 Hirt.er: LFS 3 <br /> a 5 Buck and frame anchoring-2X buck masonry construction d <br /> a6 Frame anchoring-IX buck masonry construction owm+c r+o ro <br /> 7 Bill of moterials&components OUTSWING 37.50"x 80.3T' +65.0 -65.0 FL-15213.1 °n <br /> o sHccr 1 of 7 <br />