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149'UAK. OVERa FRAME WIDTH <br /> 21 MAX 38.375' MAX. (0 <br /> SIDE;HINGED WOOD-EDGE STEEL DOOR UNIT D.L.O.- 37.5" MAX <br /> L PANEL WIDTH <br /> r E6�-B"DOUBLE DOOR WITHI WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH cj�-j f B�D <br /> N RA NOT S LU <br /> 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 0- <br /> THE FLORIDA BUILDING CODE AND XVHERE PRESSURE <br /> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W In <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ;2ty Z 0) <br /> 0 <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON <br /> OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. 's <br /> 3. IN THE 14VHZ' FACTORY PRIMED DOORS MUST BE PAINTED IN <br /> ACCORDANCE WITH SECTION 2220 OF THE FOC. <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. <br /> S. PLASTICS TESTING OF LITE FRAME MATERIAU <br /> TEST DESCRIPTION DESIGNATION RESULT <br /> SELF IGNITION TEMP "g 0 <br /> RATE OF ASTM <br /> 2DiT Z 1 T <br /> 1�F BUR 29 <br /> SMOKE DENSITY ASTM D2843 1 13.47 <br /> ENSILE STRENGTH* ASTM D538 1 7.50% DIFF <br /> LL. <br /> COMPARATIVE TENSILE STRENGTH AFTER WEATHERING <br /> 4500 HOURS XENON ARC METHOD 1 <br /> 0 <br /> Addeockrn to NAW DOU13LE DOOR UNIT Wl_�jIQEI IT <br /> w <br /> V)In In <br /> 3: <br /> wimmNa., cBn�tn:En iE <br /> gY <br /> 0 16 <br /> z <br /> w <br /> U- <br /> of <br /> ® ® <br /> 0 n-tn 0 cn <br /> 13 M 0 0 rp 11 130 El"ll 11 El En Z <br /> Mtn, 0 <br /> 0 LU <br /> -003 <br /> 003 <br /> n 0 , <br /> '4 <br /> SINGLE DOOR UN SINGLE DOOR,UNIT OOR UNIT siNGLE mog UNIT wZswEL DOUBLE DOOR,ukr wlsipagEs <br /> WITH SIDEI WITH SIDLI 1.mc z <br /> WHERE WATER INFILTRATION PERFORMANCE Is <br /> DESIGN PRESSURE RATING REQUIRED To BE 15% OF DESIGN PRESSURE DATE 7/11/05 <br /> TABLE OF CONTENTS GWIDTH INSWING OLITSWING INSWING OUTSWING SCALF-, N.T.S. <br /> X I MAXm8L 6__ __ <br /> DESCRIPTION 17.5"_ +76. +7g6.0 -76.0 +19.0 -19.0 +11.61 -55.0 <br /> :Tg "gg.55_0 _ <br /> 1 TYPICAL ELEVATIONS& GENERAL NOTES xx 74" +55.0 -55,0 - .0 -55.0 +2-2 - -55.0 Dva BY. SWS <br /> 2 CHORING LOCATIONS +55.0 -55.0 .11.0 ��111:20 AN -55.0 <br /> DETAILS 5_0 BY. <br /> g+5 55-0 .0 -19.0 -55.0 <br /> 3 A 1 550 55 +5-5--0 4 - KURT BALTWOR DRAWING NO.- <br /> IAN <br /> ANCHORING LOCATIONS +55.0 - 50 +.0 <br /> oxyr) -1- 149" +55.0 -55.0 +55.0 - 50 11 99 0 -190 FLORIDA P.E. DING-MA-FL0123-05 <br /> #56533 <br /> ISHEET <br />