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MASONITE 149'WX OWML fWE WDIH cc 0- Do <br /> — <br /> 8 C)o <br /> WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. <Lo <br /> V-61"DOLIBLE DOOR WITH/WITHOUT SIDEL D.L.O. �PA;NEL WIDTH 37.5" MAX. ;� 0 <br /> ITES F 1 W, FRAME :D :;Et cl::-J <br /> ii <br /> INIASTRAGAL 0 <br /> GENERAL NOTE C) <br /> 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO uj CD <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE rc <br /> uj 0< <br /> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM 13-Q) <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, y :7r_ <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Lu U7) <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON <br /> OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. <br /> 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, <br /> EXCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ), LLJ <br /> HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE <br /> PANELS OR PANELS WITH IMPACT GLASS, BUT IS REQUIRED ci <br /> ON PANELS WITH NON-IMPACT GLASS. Ito <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF Sotl <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. E <br /> 5. PLASTICS TESTING: .. <br /> TEST DESCRIPTION DESIGNATION LITE FRAME <br /> SELF IGNITION TEMP I ASTM D1929 842 'F > 650*F <br /> RATE OF <br /> B URNING ASTM 0635 1.28 IN MIN <br /> SMOKE _ _DENSITY ASTM D2843 70.27 <br /> TENSILE STRENGTH ASTM D638 _1.87 DIFF <br /> • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING <br /> 4500 HOURS XENON ARC METHOD 1 DOUBLE DOOR UNIT WISIDEL1rE5 <br /> D u: 0 <br /> D <br /> 0 <br /> 13 [3 13 El 13 0 11 E3 v) <br /> 0 <br /> v) <br /> LLI <br /> LF1 0 00 00 ' 0 <br /> MT Lu an <br /> SINGLE DOOR UN DDYME DOOR UNI SINGLE DQOR UNI .SINGLE DOOR UN SINGLE DOOR UNIT WIDELM DOUBLE DOOR UNIT ISIDEUES < <br /> WITH SIDELRE WITH SIDEL <br /> an 4 <br /> DESIGN WHERE WATER INFILTRATION uKMANCL 15 <br /> INSWING <br /> DESIGN PRESSURE <br /> DESIGN PRESSURE RATING REQUIRED TO BE I57 OFDvtKf <br /> CONFIG MAX—WIDTH INSWI�NNG I U 15WING INSWING I BUMPER-0 <br /> _::X <br /> X 37.5 +70.0 -/u.0 I+70-0 -70.0 N/A 20.0 -20.0 +3 HP BUMP 0 S <br /> xx 74 +55. 50 1+55.0 55.0 �N +50.0 -50.0 - <br /> A 3 <br /> A <br /> _uX—orxo 75 +55.0 -55'a 1;++25 15!go 155.0 N4A N A 0 <br /> _dx_0 4 N A <br /> 112.5 +55. -53.0 1+w1w -5.5.0 1 Nh <br /> --ux— —xo 149 1+55.0 -5 N <br /> N A DkM 5�126117 <br /> g NT <br /> TABLE OF CONTENTS AddWaloRN On.Ear. sws <br /> SHEET III DESCRIPTION Catl <br /> 1 TYPE& ELEVATIONS & mLERAL NOTES Rv&wedPf.' I KURT SALTHAZORounNa Tao.: <br /> 2 q:pR55S & DETAILS DaRvkig y4thn FLORIDA P.E. <br /> ANCHORING LOCATIONS & DETAILS #56533 <br />