Laserfiche WebLink
149"MAX, OVOVERALLFRAME M LOOTH �R <br /> 0 0 <br /> 21" MAX 36.375" MAX. <br /> SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT —D.L.O. 37.5" MAX. <br /> PANEL WIDTH ry <br /> c)6-8"DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL FRAME WIDTH <br /> GENERAL cc <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 <br /> DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, LO <br /> DOES NOT EXCEED m <br /> THE DESIGN PRESSURES LISTED. <br /> 2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON ^ ri cf) <br /> OPAQUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES. Ci <br /> LLJ <br /> 3. IN THE HVHZ, FACTORY PRIMED DOORS MUST BE PAINTED IN <br /> ACCORDANCE WITH SECTION 2220 OF THE FBC. 01 9D 0 <br /> 4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 9 <br /> AND SMOKE DEVELOPED INDEX OF 60 PER ASTIA E84. <br /> t- <br /> S. PLASTICS TESTING OF LITE FRAME MATERIAL- <br /> TEST DESCRIPTION DESIGNATION RESULT <br /> SELF IGNITION TEMP ASTM D1929 740'F > 650 -F j <br /> RATE OLBURNING R.35 0.77 IN/MIN <br /> SMOKE <br /> DENS" ASTM D2T 13.47 2 <br /> ITENSILE STRENGTH* I ASTM D638 7.50% DIFF <br /> • COMPARATIVE TENSILE STRENGTH AFTER WEATHERING <br /> 450D HOURS XENON ARC METHOD 1 <br /> DOUBLE DOOR UNIT WIDELITES <br /> Alden km to NAldi <br /> tn(n(n V) <br /> reKw2fmtmh- 9 A A A�>- <br /> RWmW Rr. m <br /> DA9 RW zt3 <br /> z <br /> WW33 <br /> MY. In <br /> 0 Wo z <br /> 103 M M I <br /> rl El 13 rl El 13 C313 1313 0 23 0 <br /> on F�l 0 WU w <br /> --z <br /> 020 <br /> no -on <br /> 00m <br /> W <br /> N <br /> I L <br /> SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNR SINGLE DOOR UNIT WISIMITES DOUBLE DOOR UVE W1JIDELITES w c a fn <br /> WITH SIDEL WITH SIDEL z <br /> WHERE WATER INFILTRATION PERFORMANCE IS I I I I I <br /> DESIGN PRESSURE RATING REQUIRED TO BE 157 OF DESIGN PRESSURE DATF- 7/17, 5 <br /> TABLE OF CONTENTS CON FIG MAX WIDTH INSWING OUTSWING INSWINGUUISWING scaleN.T.S. <br /> SHEET # DESCRIPTION X 375, -+76.0 - 6.0 + + .0 + 5.0 -55.0 4:�r je MM Byt SINS <br /> XX 4- +55.0 +55.0 -55.0 +190 -19 -0 <br /> I TYPICAL ELEVATIONS & GENERAL NOTES +55.0 -55.0 --55.0 <br /> OX or X0 75' +1 D +25- CWL BY. <br /> 2 ANCHORING LOCATIONS & DFrAILS_ OX0 1 112.5" +55w() lt-2 � E I S., +55-0 -55.0+ KURT BALTHAZOR DRAWING NM. <br /> 1 3 iANCHORING LOCATIONS & DETAILS OXX0 +19.0 / -IFJ.O +bb.0 -55.0 FLORIDA P.E. DWG-MA-FLO128-05 <br /> #56533 <br /> sHEEr_1 cF_�L <br />