Laserfiche WebLink
, � <br /> [�"����LCl.�•C?��l�•��•., o � <br /> U p <br /> � SIDE-HINGED WOOD-EDGE STEEL DOOR UfVIT z p� <br /> 8'-0"DOUBLE DOOR WITH/WITHOUT SIDELITES I 149'MAJ(. OvERALL FRAME WIDTH � <br /> 21" MAX 36.375" MAX. p J <br /> D.L.O. PM1EL W10TH- 37.5" MAX. z �O <br /> W/ASTRAGAL I I��+ME WIDTH � <br /> W O� <br /> GENFRAI_ N07F.5 z �-U <br /> 1 EVALUATED FOR USE IN LOCATIONS nDHERINC TO � � � � <br /> THE FLORIOA BUILDING CODE M!D WHERE PRESSURE w L�t <br /> REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM ~ �U <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, z � <br /> OOES NOT EXCEED THE DESIGN PRESSURES LISTED. � o � °-F- <br /> m ry ¢ (n <br /> 2. IIURRICAN[ PROTCCTIVE SYSTEM (SHUTfERS) IS NOT REOUIRED ON ^ o, � W <br /> OPAQUE PANELS, BUT IS REQUIRED ON GIAZED SIDElITES. � ' S <br /> � <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN = X = <br /> ACCOROANCE WITH SECTION 2220 OF THE FBC. � �O w <br /> 4. POLYUREfHANE CORE FLAA�E SPREAD INDEX OF 50 � � p a <br /> AN❑ SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. � � a <br /> �W g <br /> 5. PLASTICS.TESTING OF LITE FRAME MATERIAL•' � � � °o¢° �� <br /> TEST OESCRIPTION DESICNATION RESULT � a o'•'} z <br /> SEIF ICNITION TEMP ASTM D1929 740 'F > 650 'F �o'�^m� <br /> RATE OF BURNING ASTA1 D635 0.77 IN MIN ��W w � <br /> SMOKE DENSIN ASTM 02843 13.47. Q=� ��c� <br /> TENSILE STRENCTH! ASTM D6J8 7.50% DIFF ��$o � '� <br /> • COMPARATIVE TENSILE STRENGiH AFTER WEATHERING �. ° � <br /> 4500 HOURS XENON ARC METHOD i � � <br /> - a a <br /> NU1N <br /> �A(IdUlll�0 N1�� UI Vl U1 m <br /> QOUBLE DOOR UNIT W, SIDFLITES <br /> CeAificalion No. e e-2 y Z <br /> RevieNCd By. <br /> �aleReview�f,, � � <br /> U � <br /> li.w w <br /> � � � � � � � � � � � � � � � � g�� o <br /> N <br /> p2< � <br /> ro <br /> � �• � � � � � �• � , •� � - � �• � � � � 0�o N O <br /> �INCLE DOOR UNIT DOUBI� DOOR UMI7 SINGLE DOOR UNIT SINCLE DOOR UNI7 SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/SIDELITES <br /> WITH SIDELI7E WITH SIDELITE w�v� <br /> WIiER[ WATER INFILTRATION PERFORMANCE IS <br /> DESIGN PRESSURE RATING REOUIRED TO BE 159 OF DESIGN PRESSURE onTe: 7/11/05 <br /> CONFIG MAX VJIDTH INSWING OUTSWING INSWING ' OUTSWING ,/y / srxE: <br /> TABLE OF CONTENTS X 37.5 +.70.0 -70.D +70.0 -70.0 +79.0 -19.0 +70.0 -70.0 {�7 {. � N.T.S. <br /> SHEET /( OESCRIPTION XX 74 +45.0 -50.0 +50.0 -45.0 +19.0 -79.0 +45.0 -45.0 owc.er: SWS <br /> 1 NPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +45.0 -50.0 +50.0 -45.0 +19.0 -19.0 +45.0 -45.0 CIIH.BY; <br /> 2 ANCHORING LOCATIONS & DETAILS OXO 112.5 +45.0 -50.0 +50.0 -45.0 +79.0 -19.0 +45.0 -45.0 <br /> 3 ANCFIORING LOCATIONS & DETAILS OXXO 149 +45.0 -50.0 +50.0 -45.0 +19.0 -19.0 +45.0 -45.0 KURT BAL7HAZOR oruwiNC rvo.; <br /> ' FLORIDA P.E. DwC-MA-FL0129-05 <br /> ' //56533 <br /> SNEET 1 0� 3 <br />