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Ln <br /> l M1ASONITE - 149'MAX.OVERALL FRAME WIDTH - � Q <br /> DO <br /> ffI . <br /> 21 MAX 36.375" MAX. -L Q <br /> WOOD-EDGE STEEL DOOR UNIT D.L.O.- 37. WIDTH � it 5" MAX. a O <br /> PANEL WIDTH-- FRAME _J <br /> 6--8A DOUBLE DOOR WITH/WITHOUT SIDELITES WIASTRAGAL cs <br /> H U)C7 <br /> GENERAL NOTES <br /> 1. EVALUATED FOR USE IN LOCATIONS ADHERING STO <br /> S ® ® ® ® CL <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE � + <br /> REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM Z <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, WU �C.7 <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. h L3} <br /> 2. HURRICANE PROTECTIVE SYSTEMSHUTTJUsY ED SIDELITES.IS NOT REQUIRED ON l � <br /> OPAQUE PANELS, BUT IS REQUIR D ON GLAZ <br /> Li <br /> 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, <br /> EXCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ), O p <br /> HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE z a 0 x <br /> PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED w io <br /> ON 4. POLYURETHANE NON-IMPACT THANE CORE FLAMELS WITH SPREADINDEX OF 50 ° <br /> AND SMOKE DEVELOPED INDEX OF 50 PER ASTM E84. <br /> 5, PLASTICS TESTING: <br /> TEST DESCRIPTION DESIGNATION LITE FRAME <br /> SELF IGNITION TEMP _I ASTM D1929 842 'F > 6500 :0, <br /> RATE.OF BURNING. ASTM.D635 1.26 IN'MIN <br /> SMOKE DENSITY., A5TM D2843' 70.2% <br /> TENSIIE'STRENGTH• ASTM Dfi38 1.8% DIFF <br /> +s <br /> •COMPARATIVE TENSILE STRENGTH AFTER WEATHERING <br /> 4500 HOURS XENON ARC METHOD 1 MLE DOOR UNIT_wlSwaLTES o <br /> o <br /> IL } <br /> Ln <br /> ® ® '® ® ® ® ® ® ® ®` ® ® ® ® E3 # <br /> .0 lul <br /> Ln <br /> .. ........ Ll 0 L-===i i 0 110 W its <br /> SING DOOR_ ORUN DOUBLE DOOR UNIT, 31UQLE OD UNIT SINGLE DOOR UNIT SINGLE DOOR ONE W(SIDELITES DOUBLE DOOR UNIT WISID I ITES <br /> WlItilQEtJIT WITH StDfttTE °r w <br /> WHERE WATER INFILTRATION PERFO MANCE IS `r <br /> DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE <br /> CONFIG MAX WIDTH INSWING OUTSWi G INSWING BUMPER S Z-SERIES 0 S HIGH DAM d S T4 0 S HP BUMP 0 S <br /> X . . . + + 0.0 -50.0 +50. 50.037.5 +70.0 -70.0. +70. .0 <br /> ¢N 20.0 0.0 - p.0 t50 A Z XX 74 + - D <br /> OX or XO 751 +55.0 -55.0 +55.fl -55.0 N A +20 -20.0.7+3 .0 -30.0 ++5500.00 --5504.A0 NN A <br /> OXO 112.5 t55.0 -55.0 +55 -55.0 -20.0 +30.0 -30.0 <br /> 4 N - .0 '+30 3 .0 NA N A <br /> °A 5 26 T 7OXd 1 <br /> scU.e N.T.S. <br /> &7 Dm.er: SWS <br /> TABLE OF CONTENTS <br /> CHK.6Y: <br /> SHEET # DESCRIPTION KURT BALTHAZOR °Rnnvnrt°No.: r <br /> I TYPICAL ELEVATIOI4,S & GENERAL NOTES ( et. _ FLORIDA P.E. DWG-MA-Ft8217-t <br /> 2 ANCHORING LOCATIONS & DETAILS 0#055533 <br /> 3 ANCHORING LpCAT10NS & DETAILS sH�t}°a "3,, <br />