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L0j • 149'MAX. OVERALL FRAME WIDTH -- 0 - <br /> LL'�1 U O <br /> r <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 21" MAX 36.375" MAX. (O--D.L.O. I-PANEL WIDTH 37.5" MAX. ¢ C <br /> 6 I'-FRAME WIDTH I)--J <br /> O <br /> GENERAL NOTES <br /> • 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 2 4. <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE <br /> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM L0 <br /> L U <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. ! CO) LU <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN O �` <br /> ACCORDANCE WITH SECTION 2220 OF THE FBC. <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 1 <br /> 5. PLASTICS TESTING OF LITE FRAME MATERIAL <br /> - <br /> TEST DESCRIPTION DESIGNATION RESULT <br /> SELF IGNITION TEMP ASTM D1929 740'F > 650 'F <br /> RATE OF BURNING ASTM D635 0.77 IN MIN " a <br /> SMOKE DENSITY ASTM D2843 13.4% <br /> TENSILE STRENGTH- ASTM D638 7.50% DIFF o' <br /> + COMPARATIVE TENSILE STRENGTH AFTER WEATHERING <br /> 4500 HOURS XENON ARC METHOD 1 P2J <br /> DOUBLE DOOIZLI�TW/S a <br /> �rnln3.rn <br /> AddBdmn to NA1U 3 3 3 3 3 m <br /> rQ(n fn In In <br /> CetmmIio W.:Aa6110 x <br /> Reviewed By, zp <br /> DdleRei r z <br /> Q tna JFw- <br /> U_ <br /> V ww3J <br /> O Q L)w <br /> goavw> pZ!nU)O O <br /> I<=<anc <br /> OE d <br /> �• • •' O • <br /> iUpOpQ <br /> I jiL ILA <br /> �N�CVNQ <br /> c'j <br /> SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOQR UNIT SINGLE DOOR UNIT ,SINGLE DOOR UNIT W/SIDELITES MALE DOOR UNIT WJSIDELTTES SINGLE DOOR UNIT <br /> WITH $JOELITE WITH SIDELITE WITH VENTLRE w m U m¢z <br /> WHERE WATER INFILTRATION PERFORMANCE IS DATE: 7�11�05 <br /> TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE b <br /> CONFIG MAX WIDTH I INSWING OUTSWING INSWING OUTSWING I e je SCALE: N.T.S. <br /> SHEET #:': DESCRIPTION X 37.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 I +50.5 -50.5 7 Dwo.at: SWS <br /> 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 ! +50.5 -50.5 <br /> 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 Dom•BY.. I <br /> 3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 KURT BALTHAZOR DRWNG NO.: <br /> OXXO 149 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 FLORIDA P.E. DWG-MA-FLO130-05 <br /> X - VENT0 +55.0 -55.0 N/A N/A //56533 <br /> EP SHE _L OF 3 <br />