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149'MAX OVERALL FRAME WIDTH Lf) <br /> 21 MAX 36.375" MAX. CD <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT -D.L.D. PANEL WIDTH 37.5- MAX. <br /> 6�-8"DOLIBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH cj�-i <br /> CD <br /> GENERAL NOTES E c) <br /> 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO CL <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE <br /> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, LT)DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 0) <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON 10 cf) - <br /> OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. C; <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN <br /> ACCORDANCE WITH SECTION 2220 OF THE FBC. <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 co 4 <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. <br /> 5. PLASTICS TESTING OF LITE FRAME MATERIAL- <br /> TEST DESCRIPTION DESIGNATION RESULT Ao <br /> d-9 <br /> I SELF IGNITION TEMP EDIE929 P4 > "50 1 0.77 -)MFN ED RATE OF BURNING ..7,�Elhl <br /> jSMOKE DENSITY ASTM D2843 13.47 <br /> MO E T-Ni E STRENGTH ASTM D638 I 7.50% DIFF <br /> • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 2 <br /> 4500 HOURS XENON ARC METHOD I <br /> C, re <br /> 0: <br /> DOUBLE DOOR UNIT WISIDELITES 0.1 <br /> AMerhm to NN V)tn cn vI <br /> ceiffiranurmn No: (n U)CA NOR" z <br /> 0 <br /> z <br /> Ld <br /> n <br /> U) <br /> Ld oaLa U) <br /> u IL U)UO) z <br /> D 0 E3 M El M L3 13 13 13 M 13 M n La 52) <br /> Ld L 4,0 <br /> OM c'?s <br /> .00 HBO <= <br /> Do <br /> 0 03 <br /> 0 <br /> LL I <br /> SINGLE DOOR UNIT DOUBLE POOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT .SINGLE DOOR uNrr wlsipams DouHLE DOOR UNIT jy/-siparms <br /> WITH SID IT WITH SIDEL z <br /> WHERE WATER INFILTRATION PERFORMANCE IS 101010,161 <br /> DESIGN PRESSURE RA17NG REQUIRED TO BE 15% OF DESIGN PRESSURE DATF-, 7/11/05 <br /> TABLE OF CONTENTS RCONFIcG:; MAX , INSWING ourswING INSWING OUTSWING <br /> SHE,ET DESCRIPTION X 37.5" +76.0 -76.0 t+76.0 Ea.2 +19.0 -19.0 +55.0 SCAM N.T-S. <br /> 55.0 <br /> XX 7-4 +55. - 55-0 55.0 +19.0 -19-0 +55.0 55.0 DWG.By. sws <br /> TYPICAL ELEVATIONS & ENERAL NOTES OX or XD 2 OX or XO 75" +55.0 ARK.S. jl"551� -55.0 +19.0 -55.0 CHK.BY: <br /> XO -55.0 <br /> 2 ANCHORING LOCATIONS & DETAILS OX0 112.5" +55.0 4 -52-0 I±N-9 4 -5-0 +1!3-0 KURT BALTHAZOR DRAMNG NO, <br /> 3 ANCHORING LOCATIONS & DETAILS 'XX0 -55.0 OXX0 149" 0 r 0 1 FLORIDA P.E. DWG-MA-FLO128-05 <br /> J56533 <br /> ISHEET__1 OF,3_ <br />