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4 3 2 1 <br /> Glaring Options:(max daylight opening 39.3/8"x 12-li27 <br /> 4/8"DSB <br /> •1/4"Tempered Glass or Polyearbonate <br /> •7/16"Insulated Glass w/opt for Tempered <br /> D D <br /> 10'-0"width shown <br /> (see notes for other widths) <br /> Optional Windows <br /> (see Glazing Options) if <br /> door height <br /> 4D 6'6"to 7-0" 4 4 2 <br /> 7, /,, 1`/ 7'6"to 8'-0" 5 5 3 <br /> Top Future ID <br /> C 2 8'-3"to 8'-9" 5 5 3 C <br /> 4D Flag 9'-0"to 10'6" 6 6 4 <br /> 2 Bracket 10'-9"m 12'-3" 7 7 5 <br /> 7' End Stile 12'6"to W-W 8 8 6 <br /> 3B 14'-3"to 15'-9" 9 9 7 <br /> 2 1C <br /> End Hinge 2 16'-0"w17'6" 10 ID 8 <br /> 4A Track <br /> IT-9"to 19'-3" 11 11 9 <br /> 2 E Bracket l9'6"m 20'-0" 12 12 10 <br /> Bottom Fixture Track bracket quantities shown an, <br /> for use with gmde 2 or better Southern <br /> Yellow Pine.Refer to Jamb Attachment <br /> 2B 2A Detail supplemental instructions for <br /> B 2 2 usage ofahemate jamb materials. B <br /> Details for door Might,up to 20'-0- <br /> Intermediate Strut an:contained in the Supplemental <br /> Hinge Instructions.which are required in <br /> addition to this drawing for installation. <br /> Do not install door using only this <br /> `�\ 1 `... ��� drawing. <br /> This door has been evaluated inaccordantt with ASI'M E 330-2002 and �N Q�.�GENa�`,vv� 1-J�� Supporting structural elements shall <br /> AN=!/ SMA 108-2002,108-20D5&108-2012 N i v ��- / be designed by a registered professional <br /> Applicable wind speeds are dependent on building envelope = ��- - - -% engineer for wind loads shown on this -- <br /> and must be detemtined in compliance with relevant ASCE 7, : No.M737 ; drawing.If door is not electrically <br /> BC or IRC standards to meet regional and local requirements. i * operated.a lock most be installed. <br /> Maximum door height:20'-00" �*e J. <br /> Glazing and door have na tieen tested for windbome debris. i .�t��s gTA�W-1. •� <br /> r cx f <br /> Tohn�.states, .E. <br /> - 25i O'K'MgArt tur.�124-3d Models:2X4X,2XSX,4X4X, <br /> Professional Engineer's seal provided Lewisville,TX 75056 4X5X,52XX,59XX <br /> _ only for verification of windload TXPE 56308,F-2203 C H.I Drawing:ZS-10.01306 <br /> construction details Florida P.E.H 51737 <br /> page 1 of 2 <br /> 4 3 -- -2 1 <br />