Laserfiche WebLink
. � <br /> � o • �. <br /> 0''.�i�'(iGC:ll���l2'i�Pi�� � o <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT ¢ p� <br /> ia9•�ax.ov�au rRar.+e wi�n� <br /> 8'-0"DOUBLE DOOR WfTN/WI7HOUT SIDELITES p �� <br /> 21" MAX 36.375" MAX. <br /> - D.L.O. -P�1EL WIDTH- 37.5" MAX. Q � <br /> W/A57R,4GAL I��ME WIDTH � �� � <br /> � <br /> GENERAL NOTES Z a"U <br /> 1 EYALUATED FOR USE IN LOCATIONS ADHERING TO � � � � <br /> THE FLORIDA BUILDING CODE AND WHERE PRESSURE � �U <br /> REOUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM <br /> DESIGN LOADS FOR BUILOINGS AND OTHER STRUCTURES, , � �'� <br /> DOES NOT EXCEED THE DESIGN PRESSURES LISTED. � N C!� � <br /> 2. HURRICANE PROTECTNE SYSTEM (SHUTTERS) IS NOT REOUIRED ON o^, � � W <br /> ' OPAQUE PANELS, BUi IS REOUIRED ON GIAZED SIDELITES. � ' � � <br /> c� <br /> J. IN THE HVHZ, FACTORY.PRIMED DOORS MUST BE PAINTED IN <br /> ACCORDANCE WITH SECTION 2220 OF THE FBC. � �O w <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 J � <br /> a <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. �� � o <br /> 5. PLASTICS TESTING OF LJTE FRAME MATERIAL: � � � °o¢$ _�'++ <br /> O ao y�Oz <br /> SELF IGNITION TEMP ASTM D1929 740 'F> 650 'F �' -' - <br /> RATE OF BURNING ASTM D635 0.77 IN MIN ���N�� <br /> SMOKE DENSITY ASTM 02843 13.47. <br /> om� � <br /> � � <br /> TENSILE STRENCTH• ASTM D638 7.50% DIFF ~�°o o¢ <br /> • COMPARATNE TENSILE STRENGTH AFfER WEATHERING o• y� <br /> 4500 HOURS XENON ARC METHOD 1 � a <br /> a a <br /> DOUBLE DOOR UNIT W/SIDELITES ������� �N�m <br /> Cer611calion No.; e a-2 y Z <br /> Revierred Ay � o <br /> Date Rehe�v�L;�„ Q <br /> U <br /> �i W W <br /> �Q Q <br /> � � � � � � � � � � � � � � � � U7N O <br /> QU� j <br /> O�¢ � <br /> • • • e ^O�w <br /> � � � � � � � � . � � � �• � � � � �N�O <br /> ��^ <br /> SINGLE DOOR UNIT DOUBLE DOORrUNIT �SINGLE DOOR UNI7 SINCLE DOOR UNI7 SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNI7 W/SIDELITES <br /> WITH SI�ELITE WITN SIDELITE w�V Z <br /> WHER[ WATER INFILTRATION PERFORMANCE IS <br /> DESIGN PRESSURE RATING RE�UIRED TO BE 15% OF DESIGN PRESSURE ��: 7/11/05 <br /> TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING ' OUTSWING ./y / /I,x i srr�E N.7.S: <br /> X 37.5 +70.0. -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 i�7 f- �"' y <br /> SHEET �j DESCRIPTION XX 74 +45.0 -50.0 +50.0 -45.0 +19.0 -19.0 +45.0 -45.0 owc.er: SWS <br /> 1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +45.0 -50.0 +50.0 -4 .0 +19.0 -19.0 i'SS.O -4S.O �HN.BY: <br /> ' 2 ANCHORING LOCATIONS & DETAILS OXO 112.5 +45.0 -50.0 +50.0 -45.0 +19.0 -19.0 +45.0 -45.0 KURT B,qL7HqZOR D2IWINC NO.: <br /> 3 ANCFIORING LOCATIONS & DEfAILS OXXO 149 +45.0 -50.0 +50.0 -45.0 +1�J.0 -19.0 +45.0 -4 .0 , <br /> FLORIDA P.E. Owc-Ma-FL0129-05 <br /> , �56533 <br /> SHEET 'I Of 3 <br />