Laserfiche WebLink
q 2 3 4 5 6 7 8 <br /> NOTE: Track configuration above <br /> Door Width 9'-2"Shown the door opening does not offect <br /> See chart below for other the wind load rating of the door <br /> F door widths F <br /> Top Bracket <br /> DETAIL A(sheet 2 of 3) Flag Bracket <br /> • . .. ....... .... Datall H(sheet 2 of 3) <br /> 80 <br /> m <br /> • SINGLE STEEL END STILE <br /> 16 Ga Galvenized Steel <br /> c <br /> E � Jemb Bracket E <br /> Detall F(sheet 2 of 3) <br /> Door Height SlideLockorLockBars <br /> 7�-���Shown Manual`dioor(Socks a�e3' � <br /> See chart required unless an automatic <br /> operator is installed. <br /> below for other ssz"+�_3" <br /> door heights 54Z„+�_3� <br /> p 382"+�-3" D <br /> z2Z�+�_3" <br /> � � <br /> End Hinge Intermediate Hinge 4"+/-3" \���������/ <br /> Detall B sheet 2 of 3 Detail D(sheet 2 of 3) \\�� ��// <br /> Bottom Bracket ) SD t�I Et(shee�2 of 3)t 102"+/-3" `\�`\0��1`�Ns'�T���/��i <br /> C Detail C(sheat 2 of 3) � ;� No.61T37 � � <br /> � � ,i <br /> � i*� <br /> This product hos heen tested per TAS 202-94 and ANSI/DASMA 108-OS (and -12) for static air pressure. Jomb bracket quantities shown are for use with grode 2 or better southern pine jambs. i�;, gTA.�OF ���(�y�� <br /> •�(/� <br /> Supporting structural elements are to be designed by a registerad professianal engineer j�`�� \ <br /> This product has been tested per TAS 201/203-94 and ANSI/DASMA 115-OS tor large missile impact /O 1`'�2� , <br /> for specific wind loads. �j�` `•�OR�O.'Q \ <br /> and cyclic wind pressure. ���//�S`S�ONAV�'?��`` <br /> Modei Number � NOTICE: ��/ ���� <br /> HT_60 8 2 60 SERIES Door Total#of Total#of SWts�amb BrkLs ������ <br /> Hel ht Sectfons e�S(de These drawings ❑re a supplement <br /> HT_61$2 61 SERIES 6'-0° 4 4 5 to the installation instructions for <br /> HT 63&2 83 SERIES 6'-3" 4 4 6 ° standard door and only covers <br /> HT 64&2 64 SERIES HT_10&2_10 SERIES those procedures that vary from <br /> B standard doar installation. If B <br /> HT_70 82 70 SERIES HT 12 8 2_12 SERIES 6'-6" 4 4 6 �ese specific procedures are not Digiially signed by,John E.Scates,P.E. <br /> HT_80&2_80 SERIES HT_71&2 71 SERIES HT 14&2_14 SERIES 6'-9" 4 4 6 followed, the door may not D0t0:2015.04.09 15:55:20-OS'00' <br /> HT_81&2_81 SERIES HT_72&2J2 SERIES HT_16&2_76 SERIES ��-0" 4- 4 6 perform as designed. <br /> HT B2&2_82 SERIES HT_73&2J3 SERIES HT_32 8 2_32 SERIES �'-6" 5 5 7 John E Scates, P.E. <br /> , HT_90&2_90 SERIES HT J4&2_74 SERIES HT 33&2 33 SERIES ��-9" 5 5 7 3121 Fairgate Drive <br /> _ Carrollton, Texas 75007 <br /> Desi n Pressures End Intermedlate Backers Intermediate Backers Intermedlate Backers Impact 8'-0" 5 5 7 Flarida P.E. # 51737 <br /> Door Width + _ s Backers Min es /Hin es /HIn es Resistant Maximum section heighF is 21 in. <br /> FL#16650.1 Professional Engineer seol provided only for <br /> 8'-2° 37.3 -01.5 Single 1/1 1/1 1N NO Moximum door height is 16 ft. verification of wind load construction details. <br /> 9'-2° 332 �7.0 Single 1/1 1/1 1N YES Doors taller than 8�-0" will be provided with commercial <br /> ��,,�.`.,, OESCHIPTIDN: <br /> 10'-2° 27.0 �0.1 Single 2l2 1/1 2/2 NO tuli angle track having brackets and jamb mounting 9•z•xr600,�oo,x000&soostae�swumioan <br /> A 12'-2" 18.8 -21.0 Single 2/2 2l2 2l2 NO spaced at 12 inches. �� 4 ,� � SEC170NALDOOR A <br /> 8'-2' 332 -37.0 Single 1H 1/1 1/1 YES ��•1`e'� DESIGNPR695URE+33.7F37PSF <br /> IMPACT RESISTANT • - on•�o xo=�wb�,y3� S�: I OF 3 �, c <br /> This product is designed and sold by PSF The AHJ ar Engineer o( Record is responsible for determining the o�ieoxN:4/9/ta onawMBi: nrvS <br /> PSF required for any given site. �a�m�or,aio osn <br /> m c,mum=we MOOEL�SJ: See Sheet 3 <br /> 1 2 3 4 5 6 7 8 <br /> . � <br />