Laserfiche WebLink
'a <br /> wr <br /> 149"MAX. OVERALL FRAME WIDTH Do <br /> O <br /> 21" MAX 36.375" MAX. U O <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT -D.L.O. PANEL WIDTH 37.5" MAx. <br /> 6-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH ZO IY J <br /> GENERAL N07 S ® ® ® ® CCCL(' <br /> 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO c Q <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE U <br /> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM 111 Z <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Z <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON '- <br /> OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. W <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN q `� <br /> ACCORDANCE WITH SECTION 2220 OF THE FBC. W 0 <br /> W <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. a <br /> 5. PLASTICS TESTING OF LITE FRAME MATERIAL- <br /> TEST a <br /> TEST DESCRIPTION DESIGNATION RESULT v g z <br /> SELF IGNITION TEMP ASTM D1929 740 'F > 650 'F o_,r a ' <br /> RATE OF BURNING ASTM D635 0.77 IN MIN a" <br /> SMOKE DENSITY ASTM D2843 13.47 g e w g <br /> TENSILE STRENGTH, I ASTM D638 1 7.507. DIFF a`�`�m cg iE <br /> • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING o <br /> 4500 HOURS XENON ARC METHOD 1 g 3S o <br /> DOUBLF DOOR UNIT W/SIDELITES w a <br /> AddeDdum to WA <br /> Cecalbn No: Al 3 3 3 3 ltifi �Ao m <br /> Reviewed By iQ!�2 <br /> DmeAevf z = <br /> o z <br /> Lu <br /> c J <br /> ® ® 10 ® ® ® ® ® ® ® ® ® ® ® ® go°.V <br /> c�am� z <br /> 0 <br /> Q U w cZ > <br /> ��p W <br /> O�DO <br /> Q= of�w <br /> - - <br /> SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELRES DOUBLE DOOR UNIT WISIDELITES <br /> WITH SIDELITE WITH SIDELRE w o U m Z <br /> WHERE WATER INFILTRATION PERFORMANCE IS <br /> DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE 7 11 05 <br /> TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING .� sca�E: N.T.S. <br /> SHEEP �( DESCRIPTION X 37.5 +76.0 -76.0 +76.0 -76.0 +19.0 -19.0 a+5 -55 <br /> .0 <br /> 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 .0 DING.BY: SWS <br /> 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 .0 cHK.ev: <br /> 3 ANCHORING LOCATIONS & DETAILS OXO 112.5 +55.0 -55.0 +55.0 -55.0 +19.0 -19.0 .0KURT BALTHAZOR DBnx�Hc HD.:OXXO 149 +55.0 -550 +550 -550 +19.0 -19.0 .0 FLORIDA P.E. <br /> 56533 DWG-MA-FLO128-05 <br /> SHEET_L OF 3 <br />