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. � <br /> �� 149°MAX. OVERALL FRAME�DTH � � <br /> �_�G'l,«:��y7��"�" ° � <br /> 21" MAX 36.375" MAX. -� <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNlT 37.5" nnax. ¢ o <br /> D.L.O. PANEL WtDTH FRAME WIDTN Z �J <br /> 6'-8"GLAZED DOUBLE DOOR WITN/WITHDUT SIDELITES W/ASiRAGAL � O <br /> ti � <br /> � �O <br /> GENERAL NOTES � �'��j <br /> 1 EVALUATED FOR USE IN LOGITIONS MHERING TO = <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE 11.1 ln U <br /> REOUIREMEM'S AS DEfERMINED BY ASCE 7. MINIMUM - - � <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, � �°n Z p�j <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISiED. � `" O ,_� <br /> ^ "' w <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHU17ER5) IS REOUIRED. � X � � <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN '� �� � <br /> ACCORDANCE WITH SECTION 2220 OF THE FBC. _ �0 � <br /> x <br /> 4. POLYUREfHANE CORE FLAME SPREAD INDEX OF 50 � � O z <br /> ANO SMOKE DEVELOPED INDEX OF 60 PER aSTM E84. � a <br /> 5. PlASTICS TESTING OF LITE FRAME MATERIAL. '� � <br /> TE5f DESCRIPTION DESICNATION RESULT � � o°w�y o i W <br /> SELF IGNITION TEMP ASTM 01929 740 'F > 650 'F a U W <br /> RATE OF BURNING ASTM D635 0.77 IN/MIN �_ „��2 <br /> o� mr.� <br /> SMOKE DENSItt ASTM D2843 13.47 S �+w'"w <br /> TENSILE STRENGTH• lSTM D6J8 7.507 DIFF ���.°,y�� <br /> • COMPARATNE TENSILE STRENGTH AFfER WEATHERING �W o o ¢��y <br />, 4500 HOURS XENON ARC METHOD 1 j w a a <br /> 0 <br /> o '� <br /> DOUBLE DOOR UN17 W/SIDELfTcS a a <br /> ' AddendumtaNAMI fn cn cn cn<n <br /> 333'S3m <br /> U1 Vl(/1 N tn <br /> Cer3fication Na_�' � r a-2 4 = <br /> Reviexed By. / z � <br /> DateP.?ui '�l�/•_ ° z <br /> ¢ <br /> U��JH <br /> �W W�i J <br /> �I-UW� <br /> �O C U w � <br /> UaV1�> Z <br /> J=p w p � <br /> ¢Uw(�w V7 <br /> 1-V1 O Z� > <br /> w-p-a u <br /> o�¢=¢ � <br /> a e � e e a <br /> m o o . m <br /> !-p�O��'41 <br /> iI � � °'""N°O <br /> O��N�� <br /> SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNI7 SINCLE DOOR UN1T SIN6LE DOOR UNIT W/SIDELITES DOUBLE OOOR UNI7 W/SIDELITES SINGLE OOOR UNIT <br /> W1TH SfDEL17E WITH 5117F1ITF <br /> WITH VENTLI7E w O U m¢Z <br /> WHERE WATER INFIITRATION PERFORMANCE IS on�: 7/�7/G$ <br /> TABLE OF CONTENTS DESIGN PRESSURE RATING REOUIRED TO BE 15% OF DESIGN PRESSURE �� n�--. <br /> SHEET OESCRIPTION CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING �Sc�"�/ sca�.E: N.7.S. <br /> � X 37.5 +50.5 -50.5 +50.5 -50.5 r19.0 -t9.0 +50.5 -50.5 owc.ev: SWS <br /> 1 iYPICAL EIEVATIONS & GENERAI NOTES XX 74 +50.5 -50.5 +50.5 -50.5 -4-19.0 -19.0 +50.5 -50.5 <br /> ' 2 ANCHORING LOCATIONS & DEiAILS OX or XO 75 +50.5 -50.5 +50.5 -50.5 +79.0 -19.0 +50.5 -50.5 CHK.BY: <br /> 3 nNCHORING LOCATIONS & DETAILS CXO 112.5 +50.5 -50.5 +50.5 -50.5 419.0 -19.0 +50.5 -50.5 KUR7 8AL7HAZOR ortnnvnnc r+a. <br /> OXXO 149 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 FLORIDA P.E. DWG-MA-F(A73'v-05� <br /> X - VENT 37.5 +55.0 -55.0 +55.0 -55.0 N A N A �/56533 • <br /> • �s�e�_c:_3J <br />