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149'MAK OVERALL FROE WIDTH 00 <br /> c C) <br /> [K-A <br /> 21" MAX 36.375" MAX. <br /> SIDE;14INGED WOOD EDGE STEEL DOOR UNIT -D.L.O. 37.5" MAX. Q <br /> � % L PANEL WIDTH FRAME WIDTH z cj✓__j S r 76'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL <br /> C; <br /> III cn <br /> GENERAL N F�l Lu <br /> 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE <br /> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, tr)UDOES NOT EXCEED THE DESIGN PRESSURES LISTED. 0) <br /> C) <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON 10 cl) - <br /> OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. C3 LLJ <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN <br /> ACCORDANCE WITH SECTION 7220 OF THE FBC. <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. E; <br /> 5. PLASTICS TESTING OF LITE FRAME MATERIAL Qr <br /> TEST DESCRIPTION DESIGNATION RESULT <br /> [SELF IGNITION TEMP I ASTM D1929 74 <br /> 0'F> 650'F <br /> RATE <br /> 0 BURNING �D�635 .77 IN MIN <br /> SMOKE I ASTM D2843 13.47 <br /> TENSILE STRENGTH* I ASTM D63B 7.50% DIFF `gam m <br /> • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING as <br /> 4500 HOURS XENON ARC METHOD 1 2 <br /> 0 <br /> DOUBLE DOOR UNIT W1 <br /> Adder�la WJA S)DELJTES <br /> In to(4 In <br /> No-*AoT 61-10 ')Q <br /> RwiewDd By. <br /> z x <br /> z <br /> U-U)w <br /> 0 wo z <br /> 1313 13 M 13 C3 V) <br /> 0 <br /> aj <br /> nn Dill D on <br /> ®� -oca <br /> ow <br /> IIiU J , 0 0 . 1 0 0 cq 11 -1 10P L� 1 11 "1 <br /> SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNTf SINGLE DOOR UNIT W/SIDELM DOUBLE DOOR UNIT W&IDELffES <br /> WffH SIDELITE WITHFf WATER INFILTRATION PERFORMANCE IS 101 z <br /> DESIGN PRESSURE RATING WHERE <br /> To BE 157 OF DESIGN PRESSURE DATE 7111105 <br /> TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING OUTSWING <br /> X 37 76.0 _-7 _19'O +55.0 = .0 MALE N.T.S. <br /> XX W +550 -55.0 +55.0 -55.0 -19.0 -55.0OW&BY. sws <br /> SHEEP DESCRIPTION 141,5::: _ <br /> # 5_0� 5 <br /> TYPICAL ELEVATIONS & GENERAL NOTES 5_0 +19.0 1 +55.0 <br /> 2 ANCHORING LOCATIONS & DETAILS Ox or XO - 75" +55.0 / -55.0 +55.0 4 -55.0 -55.0 CliK.BY. <br /> 3 IANCHORING LOCATIONS & DETAILS )XO 112.5- +55.0 4 -55.0 1+55.0 / -55.0 -55.0 KURT BALTHAZOR DRAW=NO.: <br /> ro C,),o <br /> OXx0 12- <br /> -55.0 FLORIDA P.E. DWG-MA-FLO128-05 <br /> 1156533 <br /> ISHELT <br />