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������`` * • ������� I <br /> --- - - --- -- --- � -- <br /> � - - - -- --- - — --- - -- - - - <br /> ■ 105.50'MAX.OVERALL FRAME WIDTH �'��X' ��`Q�' . �,��i N <br /> ' ' OVERALL WIDiH a, <br /> � , Z , 2 _ '�' � �.,-Z n <br /> 3 3 � � < * :¢=-�,. <br /> 3 3 � =N;'`�j o �:�= "p <br /> Z :��z_o°w <br /> THE4NlA TRL! E3tQ�3R5 �v=. <br /> 'S--�' 'f=-i' � 'F-7' �'•.•... �GJy: � m n <br /> 11BINOlJSTiIALOR.,EOGERTON,OH4351'7 ��� �� �� �� �"� � � � I i�-�—i ' ' � •�`� J pm� <br /> I 1 L� i i i i � i i i i -•• � >> m <br /> I� �1 I 1 I I I 1 i I �/ y �\ N � <br /> � �I I� I� �I �� 1� �� 1� I II �/� T �\� Z O m U <br /> Q� i i r1-=� �� �� �Y-7� 'i i' �i i� � �i i� �i ��r1711 t� �n ,.Z <br /> i' 'i � � i i i � � � �� � i i i' i i i �' <br /> w= i i �i i i i i i i i i i i i i i o <br /> � 5 i ii ,� �� i� �i i� ii �� 'i � �' 5 i� �i i� �' S i' � a 9 o xz4 <br /> �— i i' 'i i' 'i i' 'i i' �i i' 'i i' i i' 'i ,� �i i� n Z m � <br /> �= 2 I� �I 11 II� I�I I I 1 � 1I� �I I� Z �I I� �I I� �I I� �`, 1 � LO � CW <br /> I I Y��I L�� �� ��Y I �I �1 I� e�l I� �I I� \j < JO a <br /> 6'8"SINGLE&DOUBLE OPAQUE OR GLAZED DOORS ¢� �� �� �; ,� � � � � � � * N P N�, � Lm <br /> �Q �, � � � �� '� ��� �� �� �� y a v maan <br /> !IV/& W/OUTSIDELITES �LL �� �� ;�-�' ;r�' ��' �-�' �� �� �� �� �� �� �� �� � ` �° � <br /> � �1 �� �I 1� �i 1� �I I� �I 1� �� �� �I �� �I i� �I �� j VZ <br /> OUTSWING � � �� � , , � , , � � ,, �� �, �� �, ,, ,; ,� o �w � <br /> �II �� �' �I�� ��,1 �� ���I �1I� 1I� �I II II I �I 1 1 I II T' <br /> L��I L�y L�� IC�I IC_� �C�I I�31 L�__-_�J r"S� C J d <br /> DIRECT TO MASONRY 1NSTALiATfON 3 4 5 6 s a s 6 �Z <br /> 3 3 3 3 3 3 3 3 0 0¢ <br /> �o <br /> DOUBfEWJ510E!lfFSOXXO SING(FW/SIDEIRESOXO �o ZW <br /> MAX DESIGN PRESSURE MAX DESIGN PRESSURE �"� �w <br /> ¢v� } ¢c� <br /> 155.0 -55.� TSS:i, -35.0 �;� m W�i - <br /> � GeneralNotes �w N w� <br /> 37.50"MAX, m ti W <br /> OVERALL ' 74.50"MAX. 53•0"MAX• � `` � �� <br /> � 1 This product onchoring drawing has been developed in compfiance with ihe Sth Edition � <br /> WIOTH I OVERALL WIDTH OVERALL WIDTH � � �� <br /> (2014)Florida BuBding Code(FBCJ excluding the"High Velocity Hurricane Zone" See the o <br /> Certification Agency Cerfificate for sizes,specifications and ratings. 1 2 7 2 , � 2 a I a � <br /> 3 3 3 3 3 3 <br /> • 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment �m <br /> , to base material sholi be beyond wall dressing,stucco,foam,brick and other wall � r �� ,�� �� �� ,��, � �� 4 <br /> - coverings. �� �� ,t_3; �t_� ��, ;t_-S, �� �' m <br /> Q� 1 'S=�' ��' 3 ;�-7� F=-7; 4-=7; �=-T 3 �' '� '4-=� 5=�' 3 �' <br /> 3. Foster�er embedment depths,edge disionces o�d center-cenfer dis�ances shali be as �x o;� �; i' 'i �' ' �' ', ' ;, ,' '' '; ;' ', ,' ' , o <br /> �l� 2 �� �� �I I� 2 �i �1 1� � I� i 1� �1 2 5 I� .I 1� �I I� �1 2 N <br /> ` specified by ihe fastener manufacturer but in no instance shall they be less than shown in � � � � �� �� �� �� ,� �� , ., �� �, � <br /> o � i i i � i i i 'i i' v� <br /> o this drawing. ,<,= Z o�� ��=-y 4 �t-+�' �t� �t� �c� 4 2 i' ;i e i!�3i i�-� 4 w o <br /> � �a 2 0 2 2 �� ii o 2 x � <br /> 4. Where shims ore used,they musf be o"rigid/sfiff'moteriol thot complies with fhe o LL ��; ;r� �� �� ;��; �-T �; ;� 'f-� �=T � � <br /> N �1 I� �I �� ii '� �I � i' � �i I� �' I� 1� �1 �I I� O � <br /> � requirementsoftheFBC. � ,� i � � , , �, �, , �, � � � � � � <br /> — •i �' 'i i' �� � � �� � �� �� i� ,� �, ,� �, <br /> q � i i i i i i� 'i i' ' ii i� �� i� �i i� �i i. w <br /> +�� �� �t� ;r_� �t� �-� �-� �� ,�-� o <br /> a 5. Positive ond negative design pressure requiremenh for use with this drawing shall be ? e <br /> � determined by others For specific jobs in accordance with the goveming code. z <br /> � 5 b 5 6 3 4 5 b �W � <br /> 6. Sile conditions not covered by this drawing are wbjeci to further engineering analysis. 3 3 3 3 3 3 3 3 �a � <br /> � o <br /> 0 7ABLE OF COMENT$ "^�"r^ DOUBlF XS SlNGIF W/SIDFl1fE OX N Z <br /> Z MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DES(GN PRESSURE 'z ° <br /> a SNEEl� DFSCRIPTION s�o�aaa.� +�$,0 -55.0 +55.0 -55.0 +55.0 -55.0 /z�/�2 Z <br /> � 1 Typical elevations,design preuures&general notes °'"E Z <br /> 2 Hor¢ontal aoss sectians masonry �� N.T.S. ° <br /> �` 3 ' `/er#ical cross sections masonry secuaysmxe +65.0 -85_0 W <br /> oac.er: J.K �� <br /> E 4 kame anchoring <br /> LOCK HAROWARF MFG d SERIFS n+K�e''� LFS 3 <br /> � 5 frame anchoring&bill of materiais <br /> DMwWC N0. <br /> ¢ <br /> �:v::s::s:�::;.rcass��;�:wx� FL-15225-68M `� <br /> d I KN'IKSFf SIGNAiURE SERIFS 780 DEAD601T o <br /> � SHEEf � OF S � <br />