Laserfiche WebLink
149'MAX. OVERALL FRAME WIDTH O 00 <br /> L]� O <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT 2 " MAX 36.375" MAX. 37.5" MAX. ¢ q <br /> --D,L.O. PANEL WIDTH h- <br /> 6'-8"GLAZED DOUBLE DOOR WITH/WITHOUT SIDELITES IN/ASTRAGAL '1 I FRAME WIDTH z of J <br /> I � cf) <br /> O <br /> CD <br /> GENERAL NOTES <br /> 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO a-U <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE a:REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM U, U <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. °��. N 0)F- <br /> of <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED. <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN O cS <br /> ACCORDANCE WITH SECTION 2220 OF THE FBC_ <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 W O w <br /> AND SMOKE DEVELOPED INDEX OF 60 PER AST61 E84. a <br /> 5. PLASTICS TESTING OF LITE FRAME MATERIAL- <br /> TEST DESCRIPTION DESIGNATION RESULT <br /> SELF IGNITION TEMP ASTM D1929 740'F > 650 'F <br /> RATE OF BURNING ASTM D635 0,77 IN MIN �I"z <br /> SMOKE DENSITY I ASTM D2843 1 13.4% � m <br /> TENSILE STRENGTHS ASTM D638 $7.50X DIFF �.I` !Ww <br /> • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING :{ <br /> 4500 HOURS XENON ARC METHOD 1Ma S <br /> 20 <br /> DOUBLE D10R UNIT W/$IDELRFS a a <br /> Addolldlttn to NAldl 1^ En(A In} <br /> 3 3333m <br /> - CttGfra6m Ao: <br /> At"aaadAY zo <br /> UateRwwve 13 Q/ z <br /> L'iw <br /> UN Of F- <br /> !!:ww3:J <br /> Q Q w Z <br /> U(L tnU> En <br /> N O <br /> J Lw0 <br /> QUWU.w [n <br /> WEQ tr <br /> ® e e e • <br /> 00 <br /> • • • • p • <br /> 9D 000 <br /> SINGLE DOOR UNIT .DOUBLE DOOR UNIT SINGLE DOOR Q-1,j SINGLE DOOR UNIT SINGLE DOOR UNIT WISIQELM DOUBLE DOOR UNIT WJSIDELITES SINGLE DOOR UNIT <br /> WITH SIDELITE WITH SIDELIiE WITH VENTUTE w O U m¢z <br /> _ WHERE WATER INFILTRATION PERFORMANCE IS ;-TE,- <br /> TABLE 7 I <br /> OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURECONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWiNG j m-SHEET #; DESCRIPTION X 37,5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 I +50.5 -50.5 sr: <br /> 1 TYPICAL ELEVATIONS & GENERAL NOTES XX 74 +50.5 -50.5 +50.5" -50.5 +19,0 -19,0 +50.5 -50.5 <br /> 2 ANCHORING LOCATIONS & DETAILS OX or XO 75 +50.5 / -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 CHK.D'-. <br /> 3 ANCHORING LOCATIONS & DETAILS OXO 1 112.5 +50.5 -50.5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 KURT BALTHAZOR DRAWING NO,: <br /> _ OXXO 149 +50,5 -50,5 +50.5 -50.5 +19.0 -19.0 +50.5 -50.5 FLORIDA P.E. DWG-MA-FL0130-05 <br /> VENT 1 37.5 +55.0 -55.0 +55.0 -55.0 N/A NIA #56533 <br /> sN�r 1 or 3 <br />