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4) <br /> 149'MAX. OVERALL FRAME 07H 00 <br /> C)21" MAX 36.375" MAX, 0 <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT D-L-0. PANEL WIDTH 37.5" MAX. <br /> 6'-B"DOUBLE DOOR WITHI WITHOUT SIDELITES WIASTRAGAL FRAME WIDTH cr--J, <br /> GENERAI N07ESES 0 0 <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 Lt1 Lr) <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, In <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON 10 cJ3 <br /> OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN <br /> ACCORDANCE WITH SECTION 2220 OF THE FBC. Lu <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. CE <br /> 5. PLASTICS TESTING OF LITE FRAME MATERIAL ti <br /> TEST DESCRIPTION DESIGNATION RESULT <br /> I SELF IGNITION TEMP I-ASTM-D102" 740 7 > 650'F <br /> SMOKE <br /> 0 BURNING MOK,.E_ ASTM D635 0.77 IN/MIN DENSITY <br /> ASTM D2843 114% <br /> 1 TENSILE STRENGTH* I ASTM D638 7.507 DIFF <br /> COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 2,8 0 <br /> 450D HOURS XENON ARC METHOD 1 <br /> 0 <br /> m <br /> ZAMogn to NNAW� DOUBLE DOOR UN[T W/SIDELM CLI 91 <br /> U)In U)In <br /> Cefffil ON ND: 6 �:��..C>o <br /> in In U) <br /> z <br /> © cD <br /> 0 U <br /> 0 a_cn C) az <br /> 13 13 L3 13 13 M 13 M El Z) U) <br /> 0 al 1 0 <br /> S9 a f D <br /> o� � � � � � � �a a� � � �o � � � � 0 moz <br /> --- <m <br /> -000 13 <br /> 0 <br /> 0-0 <br /> 0 ul <br /> C' <br /> 'fl2 <br /> IL <br /> cn <br /> c' <br /> J. <br /> SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT w1sjpELR s DOUBLE DOOR NTT W_/SIDELITES <br /> WRH SIDELITE WITH SIDEL T y <br /> "'HERE WATER INFILTRATION PERFORMANCE IS <br /> DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN-PRESSURE DATE 7/7 1/05 <br /> TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING 6-je 6,jV stALL, N.T.S. <br /> X 37.5' +76.0 -76.0 +76.0 -76.0 + 90 -19.0 +55.0 -55.0 <br /> SHEET # DESCRIPTION xx 74" +55.0 - 5. +55.0 -55.0 +19. -19.0 +55.0 -55.0 nwc,ft sws <br /> 1 TypicAL ELEVATIONS & GENERAL NOTES <br /> OX or XO 75" +55.0 -55.0 +5 -55.0 +19.0 -19.0 �+55.0 -55.0 CIHK.BY' <br /> ".0 <br /> 2 ANCHORING LOCATIONS & DETAILS OX0 111.5, +55.0 -55.0 +55*.0 +1 5 <br /> 9.0 4 -19.0 KURT BALTHAZOR DRAY ND NO.: <br /> 3 ANCHORING LOCATIONS DETAILS -55-0 +55-0 -55.0 <br /> +5 <br /> Oxxo n+55.0 _55.0 +19-0 / -190 __- _-5 5.0 55 FLORIDA P.E. <br /> #56533 <br /> 3 <br />