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<br /> D ���� o�y 1� winaaw
<br /> '���\���� 10'-0"(see notes for other widths) 1/8"D3B �
<br /> ����'� ��� �,��•d� '� O ti �
<br /> 1/4" Tempered GLus �
<br /> �S ���������� D P onal Standard Lites 2$ 1/4" Polycarbonare j
<br /> ��� ��J � Q �'i 2 �5�w�ndow options) z �eImediate Hinge 7/16" Insulated Glass � fpp�
<br /> �'�3�Q��S��-t,`�� Top Fixture \ 1C 7/t6" Tempered Insulaped Glass �
<br /> � o� �'1���� F ag Ntnx daylight opening 39-3/8 x 12-1l1��
<br /> ���� ,� � f Bracket �
<br /> `�' � 4D � �`r' � • �f',, • �,�� � ,�� i
<br /> ��� End Stile � ' j�
<br /> • � f6
<br /> 1 b d �
<br /> P
<br /> o� �O o� ' � .$� �-�' �:s e
<br /> C �� �� ��, �� 1$ doorhaight � a y � .wa a �
<br /> �����+�� 2$ ' , Ttack 6����to 7'-p" q 3 Z s�
<br /> �/ Btacket p_6"to$'-0" 5 4 3 6(,
<br /> � End FLnge ' C
<br /> g�_3�,to 8'-9" 5 4 3 4`
<br /> l '
<br /> �\r 4 Z 9'-0"to Id�i" 6 g q ��;
<br /> !0'-9"to 12'-3" y G 5
<br /> Bottom Fixture ,
<br /> 12'-G"to 14'-0" g � 6 ^
<br /> This door has been evaluated in acrnrdarue wuh AS'(714 E 330-OZ 14'-3"to IS'-9" g 8 � �
<br /> Supporting ypv��ral elements to be designed by registered ptofessinoaa(eni��p�108-02 and l08-05. r
<br /> If door is nnt electrically operated,n lock must be insralled. g ����w'�loads. 2A 2A 16'-0"to 17'fi" !0 9 8
<br /> $ Maximum door hei t: 20`-0" 2 2 17'-9"to l0�_3° i� �� 9 �,
<br /> 8� Ma�cimum section heigfu: 21�� Sttu[A[[achment �
<br /> Pcr ASCE 7_10,DesignPressures(DP)typically mect or czcced the requirements par t�followin Sttvt
<br /> These exposum"B"wind s e e d s a re f o t 7' 19'-6"to 20`-0" lz 1 1 1 0 ��
<br /> P h i g h d oors on 3 0't a l i buiidmgs. 8 a'md s pe c d s,
<br /> Widfh Tnck hrndce�qu.�ntities ehowm m�for $ �,i
<br /> Desi n Pressure Wind g eed WjryyC]OW4 use wirL grnd�2 or betra•s nu=- .
<br /> li'-02" 10.1( s -11.4 sf � CeoterSUles P �-�.
<br /> IS'-0p" 10.3 y 1Q5 m h yEg 3 (SPP)arsowhompinej,vnLe.
<br /> /-11.7 sF 106 m h YES 3
<br /> 14`-00" 11,8 st /-13.4 sf 113 m h \\`\��\11�8`I,1�////�,/
<br /> 13'-00" 13.7( s /-I5,5 s �S 3
<br /> 12'-00" 16.1( s /_1g,2 122 m h) YES 3
<br /> 11'-00" 19.2 � 131(m h) yE5 2 �\���GeMa':��//� Supplemental Inatcucti�co���tails
<br /> /-21,7 143 h) YES �� �' e �. � for dooi�up to 20'•0"hi3�These ore requiitxl in
<br /> 10'-06" 21.0 s /-23.7 sf 149 m h) yES 2 John E.Scates,P.E. � %, N0.61737 : � ��a�n to this draating For installation, qiwas'�
<br /> 10'-02" 22,4 s /_25.3 sf 154 b z 3121 Faugate D1ive � _ � use supplementai instn�tions in�ddiucu�to this
<br /> 10'-00" 23,2( s /-26.2 sfl �S 2 � • # •*�
<br /> I� �h YES 2 Carrollton,Texas 75007 �*� � d1°�'g�°g dO°r�tallation,
<br /> 09'-0G" 24.4( s�/_27,5 1 GO(m h +4; STATE OF ; � � M � �CI�
<br /> o9'-UO" 25.g f sfl/_2g,1 s� 16q( h Y�S 1 Florida P.E.#51737 ��,�;.� �,,.• � nts
<br /> OS'-06" Z7.3 st�/-30.g y�') 1Gg m h �S 1 /� �•�;[OR10,.�. �\�\ . oLlLlo 0
<br /> 08'-00" 2 9.0 s 1 ���//sS�ONAt;;�\��` Models:2�250,2251�,42qp,4241, �
<br /> �/-32,7( ]73( h) YE5 1 �/111�1��
<br /> 07� 3�'9� S��"34•9� �� 17S(m h) �S 4250,4251�g140,5241,5250,5251
<br /> 06'-00„ 38.G s�/-43.G sn ]96 h) YES 1 �� � Gho��j�r�j A ��
<br /> Cen[er st�7e uan[i p 1 - ��� � o C� Digitally signed by lohn E.Scates,p,E. 3S•G(psf)/-43.6(ps�at 06'-00"through
<br /> 9 �Y=s minimum cr scction, Date:2015.04.14•14:54:55-OS'00' ps�et 15'-02"
<br /> 10,1�psfl/_11.4(
<br /> 4 3 Professional Engineer's seal provided only for verification of windioad constniction det��ils C•H.I.Drawing; FL�-1p..p�a 15
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