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�`�0�11�id6PlEe,f� \`�� F°g�,� sfo �e kr:p��s��' '�.�o, av0AA��,`y M-`�J� ``,`��Jy�,1 � • � /v `�` � ?�" �� i{� w � : �0' ,� ; Pd,E : "° ' OF o � ; � ; .��. . •-._. . i � 5'�p' �'; (a` '� - s ` �• '�'� �• \ mi�j+ �� ,__ F�O�;• �G•,e�. r��0��°�.y'.�1Q'��`1! �l� �, q 3 2 1 Window Opdons: For Glass: Max daylight opening 39-38 z 12-1/2" (up to+44.3/-51,5 ps� 10'-0"(see notes for other widths) Mex dayligh[opening 1b3/4 x]0-1/4" D (up to+50.7/-57.5 ps� D Optional Stnndacd Lites 1/8" DSB �+ °Q �D (see window opdons) 2B �termediate 1/4" Tempered Gloss 2 I3inge 1C 7J16"InsulatedGlass . � � � � 2 .� �u �. 7/16"Temperod Insulaced Glazs y, ,� �: �� t'o�ixture �a� Max de h ht o 163/4 x 10•1/4" �� Bracket Y g �"j"g - Q � (upto+44.7/-SlSpsfl � � '�" �� rn TI �` �r 1 y // • f / / uminum Frame r �, r�,� � � � � � ------ - � • '* 4D o. �v -��---- ----- - f�- t-Z- -- - - — ---- ------ �� _�_ �� '" �"` t'-' � � --- --doorheight-- y � Q, y-�--- -- -- - - - -- -- - P7; t- - -- - �.�d Srile—- ' � C�i rn - — —-1B- —---b��i to_T-O-4-4--?-— - � p��,. � � ; Tiack T-6"to s'-0^ 5 5 3 C � d � B Bracket B'-3"to 8'-9" 5 5 3 � � � 2 � � � , ge 9'-0"to 10'-6" 6 6 4 10'-9"to 12'-3" � 7 5 V � ��+ � 4A 12'-6"to 14'-0" 8 8 6 2 14'-3"to 15'-9" 9 9 7 Bottom F'vcture 16'-0"[01 T-6" 10 10 8 � � 17'-9"to 19'-3" 11 11 9 11�is door has been evaluated in acrnrdunce with ASTM E 33Q02 and ANSI/DASMA 108-02 nnd 108-05. 2 2 19'-6"to 20'-0" 12 12 ]0 B Pet ASCE 7-10 az mferenced by FBC 2010, Strut Attachment S W[ Tmek bmeket quanddes ahown nre for B Design Pressiues(DP)rypically meet or exceed tha requirements for the following wind speeds. use with�de 2 or better spnico-pin�fir Thesa wind speeds are for T high doors,taller openings typically withstand higher wind speeds. (SPF�or southem pine}vnba. Width Desi Pressure siae"B" fix sure"C" Wlndows Center Stiles (6'-06" 10.0 5 /-113 s 105 m h 88 h 8 3 16'-00" 10.7 /-12.0( s� 108 m h 91 m h 8 3 IS'-00" 12.2 -13.7 s 115 m h 97 h 7 3 Supplemenml Invavctions containdetails for doars up to 20'-0"high,These ore nquiced in 14'-00" 14.0 s /-15.7(sfl 123(m h 104 m h 7 3 S�pporting shucnual elemenrs to be designed additlon co this drewing for installation Always 12'-00" 19.0 s /-21.4 s 143 m h 121 m h 6 2 by tegistered pmfessIonal engineer for use supplemental lxtstcucttons 3n nddiUon to this 11'-00" 22.6 s -25.4( s 1 SS(m h 131 m h 5 2 specified wind loads.If door is not draw[ng during door instellnGoa ]0'-06" 24,8 s -27.9 s 162 m h) 137 m h 5 2 clectrically opernted,a lock must he inst�lled. 10'-02" 26.4 s -29.8 s 167 m h 141 h 5 2 M�ximum door height:20'-0" n� ]0'-00" 273 s /-30.8 170(m h) 144 m h 5 2 MaeimumsecUonheIght:21" 09'-06" 28.8 s -32.4 s 174 m h 147(m h) 4 1 I� �I2 GI �I �O � 03-IS-2012 A 08'-OG" 32.1 -62 g 183 m hl 154 m h 4 1 u � u vo u�u u u ��(� Model 2240.224],2250.2251 A OS'-00" 34.1 -38.5 s 188 m h I58 m h 4 1 PrOfessional Engineer's seal provided 7ohn E.Scates,P.E. 45S(ps�/-51.3(ps�at 06'-00"t}uough OT-06" 36.4 s -41.0 s 193 m hl 163 m h 4 1 on]y for verification of windload 3121 Fairgate Drive 10.0(ps�/-11.3(ps�at 16-06" O6'-OD" 45.5 s -51.3 s 213 m h 160 m h 3 1 construction details Cazrollton,Texas 75007 Pcessiaes must be reduced by the ntio of widths squared for a door wlderth�n one shown. C.H.I.Drawing:FZ5-10-o13t I Pmssures may be inaeased by the simple iaBio of widths for u door naaower than one shown. Florida P.E.#51737 page 1 of 2 4 3 2 1