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4 3 2 ] <br /> Glazing Options:(max daylight opening 39-3/8"x 12-1/2") <br /> -1/8"DSB <br /> -I/4"Tempered Glass or Polycarbonate <br /> -746"Insulated Glass w/opt for Tempered <br /> D D <br /> 9'-0"width shown <br /> (see notes for other widths) <br /> Optional Windows <br /> (see Glazing Options) <br /> 'Lq F F p b <br /> n <br /> door height o, `^ o, t K <br /> 4D 6'-6"to T-0" 4 4 2 <br /> 2 A�y � , � 44 a/� <br /> Top Fixture 1 Tl 7'-G"to S'-0" 5 S 3 <br /> C ! Z 8'-3"to 8'-9" 5 5 3 C <br /> 4D Flag 9'-0"to 10'-6" 6 6 4 <br /> 7' 2 Bracket <br /> 10'-9"to 12'-3" 7 7 5 <br /> -- End Stile <br /> 12'-6"to 14'-0" 8 8 6 <br /> 3B 14'-3"to 15'-9" 9 9 7 <br /> 2 1C <br /> End Hinge �.� z 16'-U"to 1T-6" 10 10 8 <br /> 4A Track 17'-9"to 79'-3" 11 I 1 9 <br /> 2 Bracket 19'-6"to 20'-0" 12 12 10 <br /> Bottom Fixture Track bracket quantities shown are <br /> - for use with grade.2 or better Southern <br /> Yellow Pine.Refer to lamb Attachment <br /> 2B 2A Detail supplemental instructions for <br /> B 2 usage of alternate jamb materials. g <br /> Intermediate Strut Details for door heights up to 20'-0" <br /> arc contained in the Supplemental <br /> Hinge Instructions,which are required in <br /> addition to this drawing for installation. <br /> \IIEII11/ <br /> Do not install door using only this <br /> drawing. <br /> +r.• N� �r� /� Supporting structural elements shall <br /> `� •��G SlQ�•�� be designed by a registered professional <br /> This door has been evaluated in accordance with ASTM B 330.2002 and ` engineer for wind loads shown on this <br /> ANSI/DAShiA 108-2002,103-2005&108-Z012 NO,51737 drawing.if door is not electrically <br /> Applicable wind speeds are dapenden:on building envelope a operated a lock must be installed. <br /> and must be determined in compliance with relevant ASCE 7, k c. <br /> T13C or iRC standards to meet regional and local re uirements. STONE OF. <br /> g a <br /> Maximum door height: 20'-00" % �� <br /> Glazing and door have not been tested for windborne debris. &0 4�.�L�R,O�:�Cog <br /> A <br /> Width Design <br /> PreEs46.zSD Stil 1Qty. /%�s ONp1;�?` John E.Scales P.E. Vo oDo C� - nt� A <br /> ��I I 1 I 05 25 _017 <br /> T-00" +35.1/.39.6 I rl 2560 King Arthur,Ste 124-54 Models:2X4X,2X5X,4X4X, <br /> 8'-00 +30.7/-34.7 <br /> 0" 1 Professional Engineer's seal provided Lewisville,TX 75056 4X5X,52XX,59XX <br /> +27,3/-30.8 1 l for verification of windload TXPE 56308,F-2203 <br /> l01-oo" +z2,t/-2a.9 t only construction details Florida P.E.#51737 C.H.I.Drawing:ZS-09-013L6 <br /> page 1 of 2 <br /> 4 3 2 1 <br />