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o�¢rto a- <br /> �w,rt.�.� r.xs, � <br /> riar: nae <br /> �46" MA7(. FRAME WIOTH I W ����� <br /> �� a <br /> 4 <br /> FOR MAX. OvERALL FRaME WIDTH, SEE SIOE-BY-SiDE WINDOW � 1 � <br /> i g�Z��ooESSU�E TAB�E ON TH!S SHEE7 --i I •I I I • <br /> j CLUS7ER fIN FASiENER <br /> ��' T-,e ~' I I II I I I SCREWS A1 MULLION ENDS � I I II <br /> I I 4 SUC4 THAT THF.RE ARE n II�I I I i I <br /> I - - j ' y• TOTAL 0� 3 POSITIONED AS Ilol I I � II <br /> SHOWN. SEE "FRAME � I <br /> _ // 1 // ANCHOR REOUIREMENTS <br /> // II C I I I I/ V' � TABLE" ON SHEEf 1 FOR <br /> � CLUSTER FIN FASTENER SCREWS AT MULLION �- / SCREW REQUIREMEMS. <br /> "' ENDS SUCH THAT THERE ARE A TOTAL Of 3 = (NOTE TFiAT ROOFING NAIlS <br /> � I w __ _ _ARE NOT APPIICABLE AT__ <br /> _"__>' _ ___ ' ________'_— _._ <br /> — i _'__—"_—"__'—_ <br /> _..___. _N— --- - — ,OSITiONED AS-SHOWN-S£C�'FRAME-ANC+IOR- -- <br /> ,y N W MUWON END CLUSTERS) <br /> w " N SHEET 1 FOR <br /> � <br /> w REQUIREMENTS TABLE 0 <br /> � <br /> �:a w C1 I SCREW REQUiREMENiS. (NOTE THAT ROOFING `q� CLUSTER FIN FASTENERS Z <br /> x w= S -v- - - - - N A I L S A R E'N O T A P P L I C A B L E A T M U L L I O N E N D 4 �� A T M E E f I N G R A I L E N D S <br /> w�N � CIUSTERS)/ / Z � 5 v SUCH THAT THERE ARE A �'rw�N o <br /> ---_- _- v_�-- j i /I / � - � ?OTAL OF 5 POSITIONEC :S p ¢c'�o 0 <br /> o �n <br /> w o� _ _ � - - - > � z� SHOwN. SEE "FRAUE � �`" � <br /> <Z Z I � � � ANCHOR REOUIRcMENTS 3 � o z¢� � <br /> "�=� j � / / Q - TABLE" ON SHEET 7 FOR r "�5! <br /> ''`'"' COFNERS & C L U S T E R FI N F AST ENERS AT . REQ UI RE tiE N TS. U ! S�"w d i <br /> �o m ` F I N F A S T E N E R W I T H I N 2" O f M E E f I N G R A I L E N D S S U C H T H A T � I j l I <br /> '��'a � 4 1 2" MAX. O.C. WHEN JOB RFOUIRED OESIGN v �� a I w�a`� I <br /> � � �' I T � THERE ARE A TOTAL OF 5 I � � °' <br />' o m PRESSURE IS OVER +/-3� PSF; 9" MAX. O.C. � pOSfTIONED AS SHOWN. SEE I � <br /> `�oI UlHEN JOB REQUIRED DESIGN PRESSURE IS +/-35 ^�pME ANCHOR REOUIREMENTS � FIN FASTEN[R WIhIIN 2" Z <br /> N PSF OR LESS. SEE "FR4N E AN C H O R R E O U I R E NE N T S TABLE" ON SHEEf 1 FOR O F C O R N E R S & z w <br /> TABLE" ON SHEET 1 FOR REQUfREMENTS. / REOUIREMENTS. 81 / 9 MAX. O.C. SEE "FRAME c� � � <br /> � ��ANCHOR REOUIREMENTS � � - <br /> I —— / I --_ / / iABLE" ON SHEEf i FOR = ' <br /> 1 B� REOUIREMENTS. w � <br /> 4 / Z c�o <br />' •- . - . • . _ . . . - . . - - - • . . . . . .a <br /> N Z�� m <br /> EXTERIOR ELEVATION; z z��"� I <br /> ii JIUC—DY—JIUC 'v'Ji�JCvVr' t�tRlOK rL'tVATiON; �� v� � wa `"� � <br /> li SCALE: 3/4" = t'-0" w a p�`< <br /> I SINGLE WINDOW WITH TRANSOM � � 'W� <br /> (NAIL FIN MOUNT CQNDITION) W ���<� <br /> gCALE: 3/a' = 1'-p" z x�,� <br /> ¢J ��� I <br /> (NAIL FIN NOUNT CONDITION) �� �� omo <br /> ALLOWABLE SIDE-BY-SIDE � <br /> :N InZ nsn <br /> WINDOW SIZE/PRESSURE _ N�� ; <br /> T,48LE �ALLOWABLE DESIGN PRESSL'RE o3� <br /> b!nX!�AUs? Mr\XIiJliM A10WABLE {T?,A.�50�! UNfTS ONL`!) ,b�ig:::::::;��' � <br /> OVERALL FRAME PRESSURE +/-35 PSF `,�����F�GR *a���,Ysi�'I m a II <br /> FR:ME H�IGHT (+/- ?SF) " . / a � <br /> WIDTH DIMENSION ��P�� �ne �=��' o `" �" <br /> DIMENSION (IN.) ��U;= m W o:yy � w' <br /> a i <br /> (IN.) � •w �ic r ¢�q - � <br /> z <br /> TRIPLE WINDOW Z?� o y,��fp w � <br /> . 7 09 63 35 �:,. Z ;5�' U <br /> DOUBLE wlNDow ��66y�'°�p��`���`�� 3 <br /> I . v- > <br /> 96 72 35 �/�l���������`�` ow.wiHc N0. REV. <br /> �I 72 ES l/2 SC iaoi r� <br /> I. s4`_`T yo' • I <br /> I �� 2 oF 5 �I <br />