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149'Ma OVMU nNE WIDTH cc <br /> 21" MAX 0 C) <br /> 36.375" MAX --I 6(o <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT -D.L.O. PANEL WIDTH 37.5" MAX. lct <br /> 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL 0 FRAME WIDTH 2t cr-i <br /> Lf) <br /> GENERVAL Lu <br /> 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO CL <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE <br /> Lu tf) <br /> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Q) <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 16 c3) <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. co <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON -0 <br /> OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. Ci Lu <br /> Lu <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN I s Wz <br /> on <br /> ACCORDANCE WITH SECTION 2220 OF THE FBC. d <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84- L <br /> 5. PLASTICS TESTING OF LITE FRAME MATERIAL- <br /> TEST DESCRIPTION DESIGNATION RESULT <br /> SELF IGNITION TEMPT T740*F> 650'FERINF0.77 RATE OF BURNtNG IN MIN <br /> 5MOKE DENSITY 1 ASTM 02843 13.47 <br /> Nei <br /> TENSILE STRENGTH* ASTM 0638 1 7.507 DIFF <br /> COMPARATIVE TENSILE STRENGTH AFTER WEATHERING <br /> 4500 HOURS XENON ARC METHOD IO <br /> J1 <br /> 0 <br /> A*61ft to W)A DOUR F DQQR UNIT WIDFLIT m ITS ELI V) <br /> (n En(n 00 <br /> Alrriew�i Ay <br /> z <br /> Lu <br /> En w <br /> V) <br /> 1313 13 MUM 10 L 00 C313 M 13 0 MR z <br /> aw 0 <br /> �� � <br /> F�g 0 V) <br /> L.W."Z.I <br /> oon on. no .00 :2<a! <br /> 11 co <br /> Li <br /> � � �� � � �® L 11 0 1100 11 11 ���Na <br /> SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT WISIDELM DOUBLE DOOR UNIT WISIDELITES <br /> WITH SIQFL z <br /> WHERE WATER INFILTRATION PERFORMANCE IS It101151 1 <br /> DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DAM 7111105 <br /> TABLE OF CONTENTS ONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 4:�-je agg scALF- N.T.S. <br /> TYPICAL <br /> DESCRIPTION 37.5" �+7 6.0 -76.0 +7 U6.0 -E76.0 +19.0 - 9.0 +55. -5510 sws <br /> XX 74-w- +55.0 -55-0 +5 5. -55-0 55 -55.0 <br /> 11C )5 + <br /> CAL + <br /> 5 -5 .0 +55.0 -55.0 +4:2' H112N, -55.0 CKK.M <br /> ELEVATIONS & GENERAL NOTES 75 +550 5 <br /> 1 _g 1 55.0 _55.0 <br /> 2 ANCHORING LOCATIONS & DETAILS +55.0 -55.0 +55.0 -55.0 +19-0 4 -19.0 +55.0±-55.0 KURT BALTWOR DRAVANO NO.: <br /> OXXO 3 ANCHORING LOCATIONS & DETAILS <br /> 149 n _55 n RR n n +19.() -19.0 +55.0 -sKp FLORIDA P.E. DWG-MA-FLO128-05 <br /> f56533 [SHEET:1:OF I: <br />