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Q: <br /> 149'MAX. OVERALL FRAME WIDTH <br /> 21 MAX 36.375" MAX. OJ <br /> (0 <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT D.L.O. PANEL WIDTH 37.5" MAX. <br /> 6t-B"DOUBLE DOOR WITH/WITHOUT SIDELITES WIASTRAGAL FRAME WIDTH -i <br /> cn <br /> §i cs <br /> GENERAL NOTECl Q <br /> 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO rl rl ri rl ILI cl CO <br /> - <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE —Z <br /> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM W LLB <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, n o Lr) <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. ^m N0) <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON C/3 U) <br /> OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDEUTES. p uj <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN st <br /> ACCORDANCE WITH SECTION 2220 OF THE FBC. 1v 1 <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 c0. <br /> i <br /> AND SMOKE DEVELOPED INDEX OF BID PER ASTM E84. <br /> 5. PLASTICS TESTING OF LITE FRAME MATERIAL, <br /> TEST DESCRIPTION DESIGNATION RESULT <br /> I SELF IGNITION TEMP ASTM D1929 740*F > 650 'F <br /> RATE OF BURNING ASTM D635 0.77 IN MIN <br /> T <br /> TENSILE STRENGTH* ASTM D638 7.50% DIFF a <br /> COMPARATIVE TENSILE STRENGTH AFTER WEATHERING <br /> 450D HOURS XENON ARC METHOD I <br /> AFiendamloNA DOUBLIT DOOR UNIT W/SIDFLITES <br /> V)in m <br /> in <br /> Ln 9) <br /> z <br /> 2 <br /> z <br /> w It <br /> !-w V) <br /> 0 a z <br /> 1313 Or] M E3 m El El rim in 0 <br /> 'w <br /> (n <br /> on 0 0 ME 0 n D. "00 R no on -On a <br /> 0 <br /> co <br /> �!Om <br /> 11 0 w <br /> Iq C4 <br /> I L <br /> SINGLE DOOR UN SING E DOOR UNIT wlsiparrEs 00 <br /> W,ffH SfDEL WITH SIDEL im 0 m Z <br /> WHERE WATER INFILTRATION PERFORMANCE IS UBLE DOOR kr w/stpuaEs U I I II I <br /> DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE 7/11 5 <br /> TABLE OF CONTENTS CONFIG MAX WIDTH INSWING I OUTSWING INSWING OUTSWING SCALE N.T.S. <br /> -T- X 6wy <br /> X 37.5" +76.0 -76.0 +76.0 6,0 +55.0 5-g <br /> _'!5*0 <br /> SHEET # DESCRIPTION XX 74' 55.0 - :-i'2.!bo 'RI.. g.. Dwrl.BY.- SWs <br /> 0 <br /> ICAL ELEVATIONS & GENERAL NOTES- OX or XO 75" -55.0 1+58:2, 2526 +19.0 4 5 0 BY. <br /> ANCHORING LOCATIONS & DETAILS OXO �1Q n f <br /> OX0 112.5"_ 1�5.2 KURT BALTHAZOR NO.: <br /> 4 -gg.9 1+55.0 4 .0 <br /> OXXO <br /> ANCHORING LOCATIONS & xxo 149'" 5,0 FLORIDA P.E. r.Wl7M!A=-F-Ll0li28-05 I ' 3 <br /> SHEET I OF <br />