,: .. .....
<br /> :. ........ ..:..:� .
<br /> .:. . :..........: :. - - - - - -- - --- ...:..�.... - - _- _ - - - -
<br /> •:::......:
<br /> >. . . ......,:;....... . ... .. . - _ - - - - - - - -- - - - -_ ..- -- - � - - - - - - -- - -
<br /> :. .:::.,..
<br /> ...........::
<br /> . ::_.
<br /> ,....
<br /> .... ,.:_<. ... ��`
<br /> . . .
<br /> .. .
<br /> .... ....:..., ..... .::.... ...... .:... . .. ...,.. . ---
<br /> .. ...,... ... .
<br /> .... ...
<br /> ;..
<br /> .,._„ �... ... ...:..._,.,...... ,.._.. . ..:.;�� ;::r._
<br /> ....� . . .._........
<br /> � . . ... . . . ...• . . ._ ...'.•...�. _. . v . ... ..... ...:.. ......�. - ' i:k�'
<br /> . .. . t . .� ... .. .. �..t....r . . r. . . ... _ �. "
<br /> . , , . ,.,...> .. ,.. . . . ,. , ...,r .... ..... .. .,.. ,.,._.. ...„.. . _ - ;�r�is:
<br /> �. , . . . .. , . . ,. . > � . .... - - - — -
<br /> , . . . . .. . . .. . . .. , ..... ...r,::;.,. — '
<br /> .o �ii=�'° -
<br /> t,C�'
<br /> . . .. i.�. �.... .�.�.. .. . . . . .. . ,.......... . :�. .,..., - ::t:...
<br /> ..�. ... ..::,,, ..... :.i:i:::� 'er` :..!�::.�
<br /> . �� . -� . . .,.
<br /> . .., r. . . . .. ....} .. ......� , ....... " ' '
<br /> �.�: .. ...�:..�
<br /> i �..:.�.�.. ., i . :__.�.,...,,v.......:::A'��.
<br /> . ., . , . . . . . . . , ..,:,. :,,. 1..,. � '
<br /> r . . .. , , ..:.:. .......�.::....;.. -
<br /> . . ... _ , , . , s . . „ . .
<br /> ..:...:..::: .
<br /> �t+z
<br /> - �:�u
<br /> . 1.. . -
<br /> .. . ., .. ���.� -
<br /> .,.., ...k. -�'�'rt i-`t:;:%.;::
<br /> .. . ...,.,,..,<, ..... ... . ........ . , .
<br /> , . . . .,.. •:..:..... . ... . . . . �,� .a�:•:r.;,...
<br /> ::a: ti'.� :.:�.
<br /> . . . . �...... .,. . . , ,....,:v. .. .... ��+]
<br /> . ....,.
<br /> . Y.:�+w /.h'. sv «?ri% '
<br /> , �..h:.y, - �•K. �}i` a"i•i��r .
<br /> . .. . .... .�` �:ir!�.a7�' %cs����-'�.
<br /> �.- . :. . .,_.,-. �. . , .. �. .,. - _ q�
<br /> , . - §iti�R:u,%iim'4-`1s' :%t:�;:>'i�.....
<br /> . , :�rt." :;�s,�.�s..
<br /> . . . r-r:' . . ,
<br /> . . . . . :i�v,' . -.
<br /> -. . . i%5i.+-..-.-.
<br /> ':is'-r
<br /> � a . . _ .- .. ., ,. . , _ - ... .. . . _ ' . '��
<br /> .. . _ :.'S'�_::�?;.!� - - . . ..
<br /> . .. -.. .�....�. . �., ,.._ .�
<br /> ,. . ,,.,
<br /> .. ..
<br /> , ,..,... . . . .. .. .... .�. . , ��. _
<br /> .. ,. :' -" .':t'.,.:�� .
<br /> , . .....�. •�::�
<br /> .. ., :`.
<br /> , i. .
<br /> . �
<br /> . . . .... .,-w.:..-
<br /> � ... .. . . . .... . .......-t..,,,:,� - - - �
<br /> , ��.�
<br /> ' ; - .. ..ti: �_d.�..C_1:.._. .. ' , '' _ ' , ,. .. ,
<br /> ..�..
<br /> -�.�r., ;�r;:���s..:=,�:`_w
<br /> .�...�.. ,.
<br /> :..
<br /> „ .-,.<, ,-aa.- ._. _,....
<br /> s'
<br /> oa�rx an umxm en
<br /> 96 1/2' MAX. OVERALL FRA�AE WIDTH FRAME SCREWS WHERE 96 1/2" MAX. OVERALL FRAME WIDTH r"y "."S _
<br /> SHOWN AT HEAD MULLION P1Df °"e
<br /> �.m m/�o/m
<br /> 48 1/4" MAX. FR4ME WIDTH 48 1/4� MA)(. FRAME WIDTH END. SEE "FRAME 48 1/4" MAX. FRAME WIDTH 48 1/4" MAX. FRAME WIDTH
<br /> ANCHOR REQUIREMENTS a
<br /> 3" 3" 3" 3• A2 TABLE" ON SHEET 1 FOR 3^ 3^ 3^ 3^
<br /> 4 REQUIREMENTS.
<br /> �
<br /> / L NOTE: SCREW CLUSTER FIN ANCHORS•AT �
<br /> / � CLUSTER IS ONLY /
<br /> MUWON ENDS SUCH THAT n
<br /> FRAME SCREWS WHERE REQUIRm WITH p^_3• THERE ARE A TOTAL OF 4
<br /> SHOWN AT HEAD MULLION HP (HIGH / POSI110NED AS SHOWN. SEE �
<br /> I END. SEE 'FRAME ANCHOR PERFORMANCE) I "FRAME ANCHOR �
<br /> REQUIREMENTS TABLE" ON 141NDOW5 REQUIREMENTS TABLE" ON
<br /> SHEET 1 FOR REQUIREMENTS. SHEEf 1 FOR REOUIREMENTS.
<br /> � � NO E: NAIL FIN CLUSTER IS
<br /> _ � � NOT REQUIRED VlHEN SCREW
<br /> c� � OR CLIP CLUSTER EXISTS.
<br /> � �� � w % % �
<br /> _
<br /> w
<br /> �
<br /> � � � � Fg^�
<br /> � o
<br /> � // // � � /� /� � o o�M
<br /> �
<br /> � m Z ��?n
<br /> 3 3�-��
<br /> i i o ^
<br /> �, W�
<br /> z a�o.,�
<br /> I ' � �
<br /> x
<br /> m �
<br /> INSTALIATIUN / I / O =
<br /> WSfALIAiION / I j � �
<br /> CIJP CL1P ¢ Za�O
<br /> a �,p
<br /> � W m
<br /> INSTALLATION CLJPS WHERE SHOWN. SEE 3" 3" 3" 3" SEE SINGLE WINDOW • • � � � � � � z z��^<
<br /> INSTALlATION Cl1PS WHERE SHOWN. SEE
<br /> 'FRAME ANCHOR REQUIREMENTS TABLE' ELEVATION FOR FRAME EXfERIOR ELEVATION: z � ��
<br /> ON SHEEf 1 FOR REQUIREMENTS. ANCHOR REQUIREMENTS 'FRAME ANCHOR REQUIREMENTS TABIE" SEE SINGLE WINDOW �a��1
<br /> ON SHEEf 1 FOR REQUIREMENTS. TWO—WIDE WINDOW b�
<br /> NOTE. CLIPS MAY BE USED AT HEAD EXTERIOR ELEVATION: & PosirioNs AT sioEs ELEVATION FOR FlN � � -���
<br /> ALSO IN LIEU OF FRAME SCREWS OF WINDOWS NOTE: Cl1PS MAY BE USED AT HEAD (NAIL FlN MOUNT� ANCHOR REpUIREMENTS � �`z� �
<br /> TWO—WIDE WINDOW ALSO IN LIEU OF FRAME SCREWS SCALE: 3/4" = 7'-0" & POSfTIONS AROUND o =���w
<br /> (FRAME SCREW/INSTALLATION CLIP MOUN� wiNoows �� ��
<br /> scn�E. s/a" _ �'-o" ALLOWABLE DESIGN PRESSURE N � ���$md
<br /> (iW0-WIDE WINDOW) � CLIP N3�"a
<br /> OVERALL FR,4ME SIZE IN.) ALLOWABLE PRESSURE PSF CLUSTER IS ONLY � `0�'��9�8���,e``
<br /> � � ) REQUIRED WITH �6 t% �3�
<br /> (U 72 1 2"X 72" 35 HP (HIGH `�`°�FP�,. •• ?'�JI'�ty
<br /> t:l 72 1 2"X 72" 50 PERFORMANCE) m��: • �': '�
<br /> (0 72 1 2"X 78" 25 WINDOWS o ZQ'�l� '�j u�'�'•�$' � d
<br /> Cti o': �:� ,o rc'.�
<br /> bI 96 1 2"X 72" 25 -�ev' 'y. x 4u cc.�.: F �p
<br /> � �+)88 1 2" X 78" 20' °� �ia �` t��t�� � �.
<br /> t+)STAN�ARD PERFORMANCE WINDOW; PLASIIC T1LT LATCHES ON p—�i- ':3i o v`�P 6�ti.` � '^z
<br /> UPPER RAIL& BOTfOM SASH IPITERLOCK. ��/i�;� � sa'�.�„e � �w
<br /> u>RAIL dt MEfAL�LTELATCHES�ON OITTOM SASHCNETERLOCKPPER -- s/'f��bb,��•��'�'���Ge,�@ � a
<br /> PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION � fBt�09EpBi1Q5�'6 ;
<br /> CONDRIONS ONLY. THE GOVERNING DESIGN PRESSURE ON THE
<br /> WINDOWS SHALL BE THE LESSER OF THAT SHOWN IN THE 1596 E
<br /> INDIVIDUAL WINDOW'S STATE APPROVAL OR TlihT SHOWN IN THIS sx�r rio.
<br /> TABLE. 2 oF 5
<br />
|