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00 <br /> ® 149'MAX. OVERALL FRAME WIDTH a I <br /> O I <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21" MAX PANEL" MAX. � <br /> -D.LO. 37.5" MAX. ¢ Q <br /> 6'--8"DOUBLE DOOR WITH/WITHOUT SIDELITES PANEL <br /> 4GAL FRAME WIDTH ZO 01�`1 <br /> z �O <br /> GENERALN07 S ® ® ® ® W O <br /> 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE <br /> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM LiT ll)Z <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ;� F- U)(J <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. N O O) <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON n ca <br /> OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. Llj <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN _ <br /> ACCORDANCE WITH SECTION 2220 OF THE FBC. W M Q J <br /> W <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- z <br /> TEST DESCRIPTION DESIGNATION RESULT o 0o <br /> SELF IGNITION TEMP ASTM D1929 740'F > 65D z <br /> RATE OF BURNING ASTM D635 0.77 IN MIN o eo y.1 <br /> SMOKE DENSITY ASTM D2843 13.4% 2 i W w <br /> TENSILE STRENGTH* ASTM D638 7.50% DIFF g <br /> COMPARATIVE TENSILE STRENGTH AFTER WEATHERING g g <br /> 4500 HOURS XENON ARC METHOD 1 3 0 <br /> f <br /> DOUBLE DOOR UNIT W/SIDELITES a a <br /> AftnimtoWIMI <br /> In to M rn <br /> Ceff aeon W_*AoT 6#09 �N��DO <br /> RW&vW RT' <br /> Dale Real z F <br /> o z <br /> z <br /> Uj <br /> N D: <br /> [3 [3 ® ® ® ® ® ® ® ® ® ® ® ® ® ® goa� 2 <br /> JLLm 10 z <br /> ui <br /> ZLl <br /> W <br /> rn�N� <br /> SINGLE DOOR ON R DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UN R SINGLE DOOR UNIT W ID S DOUBLE DOOR UNIT W/SIDELITES <br /> WITH SIDELDE WITH SIDELITE w o v m Z <br /> WHERE WATER INFILTRATION PERFORMANCE IS1 1 <br /> DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE 7111105 <br /> TABLE OF CONTENTS CO FIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 4/.� Scue N.T.S. <br /> SHEET# DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 -55.0 Dwc.Rr: SWS <br /> 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 <br /> 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +55.0 -55.0 +55.0 -55.0 +1NO) -19.0 +55.0 -55.D DHK,Br* <br /> 3 ANCHORING LOCATIONS & DETAILS OXO 112.5 t55.0 -55.0 +55.0 -55.0 +19'0 -19.0 +55.0 -55.0 KURT BALTFWZOR DRAWING NO.: <br /> OXXO 149 +55.0 -55,0 +55.0 -55.D +19.0 -19.0 +55.0 -55.0 FLORIDA P.E. DWG-MA-FLO128-05 <br /> ,456533 <br /> SHEET_L OF 3 <br />