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4 3 2 1 <br /> Glazing Options:(max daylight opening 39-3/8"x 12-1/'2") <br /> •1/8"DSB or Polycarbonate <br /> •1/4"Tempered Glass <br /> •7/16"Insulated Glass w/opt for Tempered <br /> Fes/ t 5 C:)---7 <br /> � / (max daylight opening 5/8"x 10-1/8) <br /> (1 1 •1/4"Lexan with Z Frame <br /> (max daylight opening 29-3/8"x 13") <br /> D •1/4"Lexan with Aluminum Frame D <br /> 9'-0"width <br /> (see chart for other widths) <br /> Optional Windows Additional strut not required <br /> 4D (see Glazing Options) when windows are absent <br /> 2 ❑� � Swev <br /> o •n <br /> Top Fixture .� a x <br /> door height a, Q b @3 <br /> ®®�O1_ ,/� �� <br /> 7-6"to 8'-0" 5 2 3 <br /> o N o 2 1D <br /> C 8'-3"to 8'-9" 5 2 3 C <br /> r_ End Stile Flag 9'-0"to 10'-6" 6 2 4 <br /> ��CO j Bracket 10'-9"to 12'-3" 7 3 5 <br /> ®n 7' 12'-6"to 14'4' 8 3 6 <br /> —1 -vl 3B <br /> C%� 2 14'-3"to 15-9" 9 4 7 <br /> rn NO-0 <br /> mQ -U C)® End Hinge 12 16'-0"to 1T-6" 10 4 8 <br /> N a G) 4A Track 17'-9"to 19'-3" 11 5 9 <br /> T : (') 2 Bracket 19'-6"to 20'-0" 12 5 10 <br /> a' = h 1l ®-V <br /> m 0 = Bottom Fixture Track bracket quantities shown are <br /> CPO) fn ,� for use with grade 2 or better Southern <br /> I'l <br /> Yellow Pine.Refer to Jamb Attachment <br /> = W TTR 2A 2B 2A Detail supplemental instructions for <br /> B r D 2 2 2 usage of alternate jamb materials. B <br /> Details for door heights up to 20'-0" <br /> 1 Strut Attachment Intermediate Hinge Strut are contained in the Supplemental <br /> N Instructions,which are required in <br /> O ,,`,`I I�'�,/, addition to this drawing for installation. <br /> ��� Do not install door using only this <br /> S <br /> �� �• c,4i-n�l� drawing. <br /> ��;�"-0ENBF',V' �/ Supporting structural elements shall <br /> V / be designed by aregistered professional <br /> 1 �� engineer for wind loads shown on this <br /> No.W73T <br /> drawing.If door is not electrically <br /> This door has been evaluated in accordance with ASTM E 330 and ANSI/DASMA operated,a lock must be installed <br /> Applicable wind speeds are dependent on building envelope ^� <br /> and must be determined in compliance with relevant ASCE 7, j �� STATE OF *�4 <br /> IBC or IRC standards to meet regional and local requirements. �� �/1 Digitally signed by John E.Scates P.E. <br /> • /l` OQ`• ��1 Date:2018.06.181:1:1-2.44-05'00' <br /> A Maximum door height: W-00" //LOAN •.��QR`w*• Gi N A <br /> Glazingand door have not been tested for windbome debris. f lOa` <br /> / S�' John E.Scates,P.E. ` - 05-22t2018 <br /> 3121 Fairgate Drive Models:22XX,25XX,42XX, <br /> Width past n Pressure(PSF) saig 0 , Professional Engineer's seal provided Carrollton,Texas 75007 52XX,59XX <br /> only for verification of windload TXPE 56308,F-2203 <br /> �:-00a:C t°3:2/•2b:2.. 1 di C.H.I.Drawing:7.�1-09-02301 <br /> construction details Florida P.E.#51737 page 1 of 2 <br /> 4 3 2 1 <br />