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F, <br /> 149*MAX. OVERALL FRAME WIDTH DO <br /> C) 0 <br /> 21" MAX 36.375" MAX. <br /> CO <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT D.L.O. PANEL WIDTH 37.5" MAX. <br /> 6t-8-DOUBLE DOOR WITH/WITHOUT SIDELITES IVIASTRAGAL FRAME WIDTH CC-_j <br /> .MONO U) <br /> d. <br /> Cr_ U <br /> GENERA N07 S Ly 0< <br /> 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO 0 <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE <br /> Lu Lf) <br /> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM I__ Lr) <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURE% in o <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 0) <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON ^ cl) <br /> OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. Ci <br /> 3. IN THE HVHZ' FACTORY PRIMED DOORS MUST BE PAINTED IN j eon <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. <br /> 5. PLASTICS TESTING OF LFTE FRAME MATERIAL- <br /> TEST DESCRIPTION DESIGNATION RESULT <br /> SELF IGNITION TEMP ASTM 21R 29 Z41 0 :' 6'50 F RATE '5 <br /> FBURNING D, 0.77 IN <br /> I SMOKE DENSITY I ASTM D2843 13.47 <br /> I TENSILE STRENGTH* I ASTM D63B <br /> COMPARATIVE TENSILE STRENGTH AFTER WEATHERING ao <br /> 4500 HOURS XENON ARC METHOD I <br /> DOUBLE DOOR UNIT WIDELITES CLI 10,11 <br /> Ad&Nft In m In <br /> g 3:' <br /> Uffi m-Im No.,Alr 611A <br /> z <br /> g <br /> Z <br /> Lu <br /> w <br /> L) Ul z <br /> 013 [3 M El M M 13 13 13 L3 13 [3 -1 goa=)0 0 <br /> rl <br /> awl W <br /> ONO Ll <br /> rul <br /> SINGLE DOOR UNIT Z SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W 21DELfTEg DOUBLE DOOR UNIT W310 c; <br /> WITH SIVEL WITH SIDELI7E <br /> - <br /> WHERE WATER INFILTRATION PERFORMANCE IS <br /> DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE DATE 7111105 <br /> TABLE OF CONTENTS CONFIG MAXWIDTH INSWING OUTSWING INSWING I OUTSWING �je ScALF- N.T.S. <br /> X 37.5'-:��.q -�76�O t+7 6.0 -76.101 +190 -1 _5' <br /> SHEET # DESCRIPTION r C _ _O 2 Tt 2 51-2. _55_'O DWG.By. sws <br /> XX 74- +55.0 -55.0 ! I <br /> !DCAL ELEVATIONS & GENERAL NOTES OX or XO 75 +55. -55.0 +55.0 -55.0 -VI K�_ll 9.0 1 +55.0 -55.0 CHK.BY.- <br /> ANLPI'HORING LOCATIONS & DETAILS - + go J <br /> OX0 112.5" +55. / -55.0 +55.0 -55.0 +19.0 4 -19.0 1 +55.0 4 -55.0 KURT SALTHAZOR OWING NW <br /> . =n - +5 '5.0 <br /> 3 ANCHORING LOCATIONS & D OXX0 +55.0 / -55,0 +5 5�.O -5 +Ign t, jqn - FLORIDA P.E. 01YG-MA-FL0128-05 <br /> ISHEEr-1-OF-!- <br />