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I � � <br /> 149'MAX. OVERALL fRNdE WIDTH O N <br /> 0` ,�-a.�z,��e�°� <br /> 27" MAX 36.375" MAX. <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT � � � <br /> -D.L.O.- pANEL WID7H _ 37.5" MAX. Q p <br /> 6'-8"DOUBLE DOOR WITH/WITHOUT SlDELITES W�ASTRAGAL � FRAME WIDTH � �� <br /> GENFRAL NQLF� � O O I <br /> 1 E V A L U A T E D F O R U S E I N L O C A T I O N S ADHERINC TO � � � � F- �¢ <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE Z U <br /> REQUIREMENTS AS DEfERMINED BY ASCE 7, MINIMUM � �U <br /> DESIGN LOADS FOR BUILDINGS AND 07HER STRUCTURES. ^ � <br /> �OES NOT EXCEED THE DESIGN PRESSURES USTED. ,Q� <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS N0T REOUIRED ON � � � �F' <br /> OPAQUE PANELS, BUT IS REQUIRED ON GfA2ED SIDELI7E5. � �� � � W <br /> 3. IN THE HVHZ, FAGTORY PRIMED DOORS MUST BE PAINTED IN W J � T S <br /> ACCORDMICE WITH SECiION 2220 OF THE FBC. W ih� <br /> � � � <br /> 4 POLYURETHANE CORE FIAME SPREAD IN6EX OF 50 a <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. `� <br /> 5. PLASTICS TESTING OF LITE FRAME MATERIAL. ¢ '� � rc <br /> TEST DESCRIPTION DESIGNATION RESULT � � o�o =�, <br /> SELF IGNITION TEMP ASTM D7929 740 'F > 650 'F a�� �z <br /> � � <br /> RATE OF BURNING ASTM D635 0.77 IN/MIN �. � m�y <br /> SMOKE DENSITY ASTM D2843 13.47, $��w w <br /> TENSILE STRENGTH• ASTM D638 7.507. DIFF a�W N � <br /> O m I N,U <br /> • COMPARATIVE TENSILE STRENGTH AFTER WEATHERINC ,.�,�o ¢�y <br /> 4500 HOURS XENON ARC METHOD 7 � ��g Q o <br /> �.`� <br /> DOUBLE DOOR UN17 W/SIDEU7ES � a <br /> pdderbmlONAMI ����r <br /> �n u��n v�m <br /> CeA�icalion No.: N r o,ps i r a-,J�y <br /> ReviexedBy �T�T- z � <br /> DaleAe' a��,/�� � z <br /> U N�� <br /> � W <br /> KIW-U W <br /> � � � � � � � � � � � � � � � � �oaa.� � <br /> c�arn� <br /> _ ��Q� O <br /> :� � � � � � , � �� Q� � � �e � � � � O�O= � <br /> � � � � � � - � � � � � � � � � � �OOO <br /> �N�N Q <br /> ��N� <br /> SWGI E DOOR UNIT DOUBLE DOOR UNI7 SINGLE DOOR UNIT SINGLE DOOR UNI7 SINCLE DOOR UNI7 W/SIDELITES OOUB DOOR NIT W/ ID �IT S <br /> WITH SIDELITE V/ITH SlnELlTE w o U m O <br /> � ' WHERE WATER INFILTRATION PERFORMANCE IS <br /> DESIGN PRESSURE RATING REQUIRED TO BE 15� OF DESIGN PRESSURE DAIE: ]���/OS <br /> TABLE OF CONTEN7S CONFIG MAX WIDTH INSWING OUTSWING INSWINC OUTSWING ,/,. J �j sr1.tE: N.T.S. <br /> SHEET � OESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 +55.0 � -55A {-d 1- r' � • <br /> 1 7YPICAL ELEVATI0N5 & GENER4L NOTES XX 74 -f55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 owc.er: SWS <br /> 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 CNN.6T: <br /> OXO 112.5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 <br /> 3 ANCHORING LOCATIONS & DETAILS OXXO 749 +SS.0 -55.0 +55.0 -55.0 +19.0 -19.0 +55.0 -55.0 KURT BALTHAZOR DRAWING N0. <br /> FLORIDA P.E. DWG-MA-FL0729-05 <br /> �{56533 • <br /> SHEET 1 oF .3 <br /> k <br />