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<br />10/24/2003 08:30 813-628-1858 <br />~I/"''''"."uu" 1.":0.0:: J:o.\A. <br /> <br />Atv1ERIC:~tj F'C:L.LUF' DDOF: <br /> <br />PAr::lE :=12 <br /> <br />taJ002 <br /> <br />Joseph H. Dixon, Jr. P.E. <br />Product Design Consultant <br />407-671-0169 <br /> <br />Florida No. 7768 <br />FAX; 40700671-2693 <br /> <br />3952 Lake Mira Ct. <br />Orlando, FL 32817 <br /> <br />July 13,2001 <br /> <br />R.eferellee No.: 21047 <br /> <br />TEST REPORT <br /> <br />Test No. USD-Ol-l1: US Door RoIIiAa Steel Door <br />Modts165J-30 (16'-0" wide x 8'-0" hiah opening) <br />Tested for Struetural PcdDnnarwc <br /> <br />Due of Test: <br /> <br />July 13,2001 <br /> <br />U S Door <br />10221 RDcbt Blvd. <br />Orlm:lo. FL 32824 <br /> <br />U S Dogr <br />Orlando. Florida <br /> <br /> <br />Location of Test: <br /> <br />Maaufactu.tv: <br /> <br />Description of Test UaR:' ' <br /> <br />TIle door tested was a U S Door Model 65 1-30 rolling steel dooI-, mOWtted for a 16'-0" wide x 8.-0" high <br />opening, 'The left jamb of the t.cst chamber was eoQltrUCtcd. of precast COD.CI'OCe and the riaht jatnb was <br />made of steel. <br /> <br />The steel doo.r~e foa- the steel jamb was ~ to the jamb by mtaDI of seven ~ x 118" HWlI Self- <br />Drilliog Scn.ws attached througb. dut lip oCtbe guide JlCal'tht: opcniua ofchc door. These seven screws <br />were loc:atcd at 4". IS W', 15 ~", IS ~", 15 W', IS ~"aad 11" spacina llCartina fi'om the floor. In <br />addition. seven steel b~ 0"" 2" x 2 W' 100, X 0.106" thick) were attached to the &\Side at 4", 8", <br />16". 16", 16". 16", and 16" ~ stattizta from the floor. Brackcu 1,2. 3.6, aDd 7 from the ftoor wOIe <br />~ in th.11OI'ma.lmi'Umer with ~ x 718" HWH Sclf~Dnl1iDg Sc.nWf ..tt,.rJ.ine the lmadcet to the steel <br />jamb. Brada::ts 4 and 5 from the 6001' were placed in rBV.sed ctircctioD ~ the 108 apinst the junb was <br />under the guide, The heel oftbe bracket was welded the full Iqth of tbe bnackel to the steel jamb (1/8" <br />weld X 2 Wf Joaa). Tb.i.s proeedure'WU to qualify either tho IIOaW attachment or tbc weld abclunent of <br />the brack.c 10 the jamb. The guides wen designed to engage the wiDdlocb UDder wind loading. The <br />windlocks were attached to the curtain in eveI}' other corrugation (alternate corruptions). <br /> <br />Fortbe guidedacbmartto the ~janJ.b.1lC"en st:ccl brackets (2" l( 2" x 2 W' 1008 x 0,106" thick) <br />were ~ to the guide in the usual JNWDec. ThCllc brackcu were 'Paced at 4", S", 16", 16'" 16". 16", <br />and 16" spaciDg startiDg from the floor. The braclt.ef8 were ettadaed. to the concrete with 5/16" x 1 YJ " <br />masonry sleeve ~hOl5. The inside lip (naarest the openiD,g) oftbe aWdc wu .fta~bcd to the coaeretc <br />jamb with six additioual futoam-s spaocd from thcdloor. at 7". 16". 17" 17". 16 W', and 15 .,." on center. <br />Tbcsc fUtcncrs WCt'C y." x 1%" HWH 1t1aIOIU'Y ic.rOW ancbon;. The guides WCIe the :!Same as for the Sblel <br />jamb. <br /> <br />The conupted steel curtain was 0.016" thick steel. Grade 80, The door was tabriCllted UjUtg interlocldll8 <br />panels 16f.5" looa wab a WIlt b.i&bt of appwximatd.y 20". A steel bottDm ansIc:, 2. horizontal x 1 ~ x liS" <br />inch~, WiU ~ to the bottom panel. l'bIIl'Ihaft canyiba the weiaht of the door was supporrcd. by <br />brackets at each side oftbe door. Bach bcuket wu "'~"'bed to the wall ~ of1he p.idc ao.d wi.w:1 <br /> <br />C:\WJNDoW~It,\tl S ~1041..cxt tlSO_Ol_l1ob: <br /> <br />Page 1 of :3 <br />