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� , <br /> 149'MAX. OVERALL FRAME WIDTH � � <br /> n1 M/�SONITC. o 0 0 <br /> 27" MAX 36.375" MAX. 21" MAX -� Q� <br /> 3/4-LITE WOOD-EDGE STEEL DOOR UNIT D.L.O. PANEL WID7H- D.L.O. 37.5" MAx. Z O-� <br /> • 6'-8"DOUBLE DOOR WITH/W17HOUT SIDELITES W/ASTRAGAL I �FRAME WIDTH o <br /> Q �O <br /> GENERAL NOTES W O Q <br /> 1 EVALUATED FOR USE IN LOCATONS ADHERING TO F- �U <br /> THE FLORIDA BUILOING CODE AND WHERE PRESSURE ? T <br /> REQUIREMEMS AS DE7ERMINED BY ASCE 7, MINIMUM W � <br /> DESICN LOADS FOR BUILDINGS lJJD OTHER 5TRUCTURES, 1� U <br /> DOES NOT EXCEED THE DESIGN PRESSURES lJSTED. �"� X o � <br /> 2. WHEN INSTALLED IN THE HIGH VELOCIlY HURRICANE 20NE (HVHZ), °0 �� � O �� <br /> HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REOUIRED. � O �p � Q W <br /> 3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, � �"� `t � � � <br /> HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. _ _ � z <br /> 4. POLYUREfHANE CORE FLAME SPRFAD INDEX OF 50 w �\ W <br /> AND SMOKE DEVELOPED INDEJ( OF 60 PER ASTM E84. � � zd <br /> 5. PLASTICS TESTING: a <br /> TEST DESCRIPTION DESIGNATION LIfE FRAME '� � _- <br /> SELF ICNRION TEMP h57M D1929 842'F > 650 'F �W� � <br /> RATE OF BURNING ASTM D635 1.28 IN MIN � � � � �� �$ <br /> SMOKE DENSIlY ASTM D2843 70.29 z��m�� <br /> TENSILE STRENGTH• ASTM D638 1.B�R DIFF ���+ �C <br /> W� <br /> • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING � ,� <br /> 4500 HOURS XENON ARC MEfHOD 1 �� � <br /> � <br /> Q� �o <br /> 0 <br /> DOUBLE DOOR UN1T W/SIDELITES a � <br /> Addendurn lo NAMI r <br /> m <br /> Cerhfiralia�No,..�So�9 4 <br /> Revfewed By. <br /> Date Aevi <br /> � <br /> z <br /> 0 <br /> fN <br /> � <br /> K <br /> e • e e <br /> • • • • <br /> �� �� �� �� �� �� �� �� ~ <br /> 0 <br /> SINGLE DOOR UNIT DOUBLE DOOR UNI7 SINGLE DOOR UNI7 SINGLE DOOR UN17 SfNG�E DOOR UNIT W/SIDELI7ES DOUBLE DOOR UNIT W SIDELITES � <br /> WITH SIDELI7E W17H SIDELITE Z <br /> WHERE WATER INFILTRATION PERFORMANCE IS mie: 5 26 77 <br /> TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE <br /> CONFI� MAX WIDTH INSWING OUTSWING INSWING BUMPER 0 S 2-SERIES 0 S HIGH DAM 0 S S�� N.T.S. <br /> SHEEf � DESCRIPTION X 37.5 +50.0 -50.0 +50.D -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 �� owc.sr: SWS , <br /> 1 iYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 <br /> 2 ANCHORING LOCATIONS & DE7AILS OX or XO 75 +50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 �K��� <br /> 3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +50.0 -50.0 +5D.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 KUR7 &4L7HAZOR pry�N}NC NO. <br /> OXXO 149 t50.0 -50.0 +50.0 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 Fl-ORIDA P.E. DWG-nv+-�o2ia-i7 � <br /> �56533 � <br /> sM�r 1 ov 3 <br /> i <br />