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ri��/� � <br /> 144"MPX. OVERaLL fGME vnCJH I � � <br /> �C1.1 C�/�?-'C•��' � � p O <br /> SIDE-HINGED FIBERGLASS DOOR UNlT 2i'" r�ax 36.375" MAX. � ¢� <br /> -D.L.O -PaNEL w!DTH 37.5 MaX. � O <br /> 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES I W/ASTRAGAL � �FRAME WIDiH � C�� <br /> � � i <br /> GENc'RAL N07ES I � � ?�O <br /> 1 EVALUA7ED FCR USE IN LOCATIONS ADHERING TO <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE � �U <br /> REQUIREMENTS AS DEiERMINED BY ASCE 7. MIN�MUU Z <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, � <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTEC. _ _ � �J <br /> 2. WHEN INSTALLED IN THE HIGH VELOCIN HURRICANE ZONE (HVHZ), � I N z p�j� <br /> HURRICl+NE PROTECTNE SYSTEM (SHUTTERS) IS REOUiRED. _ ^ O �� <br /> 3. WHEM1 INSTALLED IN THE WIND-BORNE DEBRIS REGION, � X Q LU <br /> IXCLUDING THE HIGH VELOCfTY HURRICANE ZONE (HVHZ), �+'� �p � � S <br /> HURRICANE PROTECiIVE SYSTEM IS NOT RE�UIRED ON W J <br /> PANEIS WITH IMPACT GULSS, BUT IS REOIiIRED ON PANElS = �p m = <br /> WITH NON-I�dPACT GLASS. � co i i;, <br /> � POLYLRETHANE CORE FLAME SPREAD INDE% OF 70 � I � ��d' <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. _ . _ .. .. . _ _ __ . _ _ - ___ .__ __ <br /> POLYSiYRENE CORE FL?,ME SPREPD INDEX OF 15 '� X • <br /> AND SA�OKE DEVELOPED INDIX OF 775 PER ASTM EBa. � � o 0 <br /> H f <br /> �. PLlST1CS TESTING OF FlBERGIASS FACING: c g o o� <br /> TEST DESCRIPTION DESICNATION RESULT � a��y¢i <br /> SELF IGNITION TEMP ASTM D1929 752 '� > 650 'F t �e�m�� <br /> RATE OF BURNING ASTM D635 0.56 IN MIN ,,,c�w-�W <br /> ���N� <br /> SMOKE DENSIN ASTM D2843 53.4y �m m�'-° <br /> s�- a�y <br /> 7ENSILE STRENGTH' ASTM D638 3.29' DIFF v W o�`� <br /> � 6. PLASTICS TESTING OF LITE FRAME MATERIAL• o� o <br /> TEST DESCRIPTION DESIGNA770N RESULT � a <br /> DOUBLE OOOR UNIT W/SIDELI7ES al a <br /> SELF IGNfT10N TE�dP ASTM D1929 740 'F > 650 'F <br /> • RATE OF BURNING ASiM D635 0.77 IN/MIN ��� 3 3 3�p <br /> ' �SMOKE 'JEN517Y -----ASTM D2843�- -13.4� �- - �- _ � cn v>(n v> <br /> TENSILE STRENGTH• ASTM D638 -7.507. DIFF ���� N=60 G 4O0-/L i <br /> • COMPARATNE TENSILE SiF2ENGTH AFfER WEATHERMG �� 9/' 1 O �� <br /> , 4500 HOURS XENON ARC METHOD 1 -- � Z? <br /> 7. IMPACT GIAZING LAMINATE �11AM1 DADE BCCO NOA 09-Oi27.13. U J� <br /> �� <br /> �f-w <br /> go�o � <br /> -- UaNO Z <br /> � I J�W� O <br /> � I QUC7Q <br /> i WfnZa � <br /> O�S� <br /> e e e le <br /> i D I� <br /> �O O O w <br /> � <br /> I ^NN�� <br /> " <br /> ' '_.__ ' _ ' __"' ' _ '-_'"'"__ _ _' _'_ '__ _-" '_"'__ ' ' _ _' '" _ -__ "�^��,_' _ <br /> SttJGLE DOOR UN�T DOUBLE DOOR UNIT SINGLE DOOR UNR SINGLE DOOR UNIT SINGLE DOGR UN�T W/SIDELITES DOUBLE DOOR UN17 W/SIDELfTES <br /> W'�TH SiDEUTE WAH SIDEGTE <br /> �UmQ� <br /> WHERE WATER !NFILTRATION PERFORMANCE IS oaie 1�5�07 <br /> TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN FRESSURE //� <br /> CONFIG MAX WIOTH INSWING OUTSWING INSWING OUTSNlING OUTSWING• � (]M1r y 5�^�� N.T,S. <br /> SHEET j{ DESCRIPTION x 37.5' +52.0 -52.0 +55.0 -55.0 +79.0 -79.0 +40.0 -40.0 +55.0 -55.0 � nwc.er. SWS <br /> 7 NPICAL ELEVATIONS & GENERAL NOTES XX 74 +52.0 -52.0 T55.0 -55.0 +79.0 -19.0 +40.0 -40.0 +55.0 -55.0 <br /> 2 ANCHORING LOCATIONS & DETAILS OX or %0 75' +52.0 -52.0 +55.0 -55.0 +79.0 -19.0 +40.0 -40.0 I+55.0 -55.0 c"K.er: <br /> 3 ANCHORING LOCA71ON5 & OETAILS OXO 7t2.5 +52.0 -52.0 +55.0 -55.0 +�9.0 -19.0 +40.0 -40.Q +55.0 -55.0 KUR7 BALTNAZOR p�wirvcr+o. <br /> Ol(x0 :a9 +52.0 -52.0 +55.0 -55.0 +19.0 -19.0 +a0.0 -40.0 +55.0 -55.0 FLORIDA P.E. <br /> ` High Dam Threshold Des�gn /i56533 DwC-Ma-FCOi62-07 <br /> s�e� t o� 3 <br />