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yI <br /> to <br /> m 149'MAX. OVERALL FRAME WIDTH O Do <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. -1 p(00 <br /> D.L.O. WTH <br /> 6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES WIASTRAG 37.5" MAX.MAX.AL FRAME WIDTH 6 �_I <br /> Z �O <br /> . �GENERAL NOT S ® ® ® ® W O� <br /> 1 EVALUATED FOR USE IN LOCATIONS ADHERING TO � � U <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE <br /> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM LL1 Ln Z <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 0� <br /> N <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON � .-(() <br /> OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. C) <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN Q -I j 90 0 = <br /> ACCORDANCE WITH SECTION 2220 OF THE FBC. w M o <br /> a <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. <br /> 5. PLASTICS TESTING OF LITE FRAME MATERIAL <br /> TEST DESCRIPTION DESIGNATION RESULT o a$ z <br /> SELF IGNITION TEMP ASTM D1929 1 740 'F > 650 7 a o <z <br /> RATE OF BURNING ASTM D635 1 0.77 IN MIN o'er Mg <br /> SMOKE DENSITY ASTM D2843 13.47 0 �" <br /> TENSILE STRENGTH+ ASTM D638 7.50% DIFF IL I I I I I I <br /> o w <br /> • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING g g -� <br /> 4500 HOURS XENON ARC METHOD 1 3 0 <br /> AddeAmtoNAAEI DOUBLE DOOR UNIT W/SIDELITES a a <br /> CeU6faou No_ 3 3 3 3 m <br /> InNN(n <br /> Reviewed By: <br /> DA Rev ev = <br /> z <br /> o cD <br /> r z <br /> w <br /> tYQaL1 <br /> ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® 5 Ul o1LU) z <br /> U d Z <br /> Ln <br /> OG� CD <br /> �Z W <br /> :2q= Of <br /> 0 DO <br /> 11 HIP 11 11 <br /> WAN <br /> SINGLE DOOR UN R DOUBLE DOOR UNIT SINGLE' DOOR LIT SINGLE DOOR UNIT SINGLE DOOR UNIT WZSIDELM DOUBLE DOOR UNIT W SIDELITES <br /> WITH SIDELITE WITH SIDELITE w 0 U CO Z <br /> WHERE WATER INFILTRATION PERFORMANCE IS <br /> DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE DATE 7111105 <br /> TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 4:�r j SCALE N.T.S. <br /> SHEET �/ DESCRIPTION X 37.5 +76.0W-76.076.0 -76.0 +19.0 -19.0 +55.0 -55.0 <br /> XX 74 +_ 155.0 -55.0 +19.0 -19.0 +55.0 -55.0 Mo.BY. SINS <br /> TYPICAL ELEVAT10N5 & GENERAL NOTES OX or XO 75 +55.055.0 -55.0 +19.0 -19.0 +55.0 -55.0DETAILS � •�'ANCHORING LOCATIONS & DETAILS OXO 112.5 +55.055.0 -55.0 +19.0 4 -19.0 +55.0 -55.0 KURT BALTHAZOR DRAW=NO.: <br /> OXXO 1 99 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 FLORIDA P.E. DWG-MA-FLO128-05 <br /> #56533 <br /> SHEET 1 OF 3 <br />