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� <br /> r� <br /> 'N O��``'"1* r '����i <br /> NOTE: 1 `.�,� , ••' • .. <br /> 1. 2X FRAMING TO BE DESIGNED ���� . .��':�y'^ $ <br /> BY THE ENGINEER OR ARCHIiECT ��_' �-�� <br /> SASH ' OF RECORD BAS�ON WIND LOADS =U:.� � �C �e z<'Z�n <br /> 35/e'MNC O.C. AND THE CLADDING B9NG USED. '�'' � E;:�`jO`� o W <br /> .. .'a RYP.) 2-1/Z'MAX. , �i���'• ��al� t n"i <br /> , .'ar, • ,`' � � • � ' • I � � J �� �� ... �• �� � o�m <br /> P. �� •.. .... ``` �> m <br /> ''' _� SEE NOTE 1 ���bi!*��t ��� i o,� o <br /> � ' ~ • �5/8'MAX.O.C. �v � x i� <br /> • // '� (nP•� 2-1/7 AMX. � E Z m ° <br /> m o <br /> I Y P. c �:_ ,� �^ � � e �g 9 c w <br /> E /, (TYp,) [ y p o a <br /> � I Y mda� <br /> 5o O / N� �L € �� � <br /> MASONRY g <br /> OPENING A1ASONRY �/� •� //�� '� 8 �a � <br /> OPENING :� �� <br /> i <br /> 2X BUCK ��� �? O �� $ w <br /> � � / N 2 <br /> !° �a /,�� :� � �2 <br /> X - �' � z } � <br /> m = m �o <br /> i�/� `� ,�/� '� � � m� <br /> . � . . ' ' o � � o <br /> 0 <br /> .. „ �,:. ;�,:., . � . . .:. � . . X �� & � <br /> �. ' �� w. :j�; a a <br /> `v '�', •,i � � <br /> � � rrP. /,// a, �3>>m <br /> � <br /> BUCK ANCHORING FRAME ANCHORING � <br /> � <br /> d <br /> i <br /> 0 <br /> � ry � <br /> � ��� z <br /> FRAMEANCNORING F TMP' �S o o N <br /> CONCRE7E AIJCHOR NOTES: N � <br /> �� l. Concrete anchorlocatlons at the comers may be odjusted to maintain ihe min. � � <br /> edge distance to mortarjoinh. ���o <br /> � 2. Concrefe onchorlocations noted as'MAX.ON CENiER"must be adjusfed to a N��. <br /> ,� maintain the min.edga distance to mortar joinh,addttlonal concrete anchors � �o a Z <br /> ` may be required to ensure the"MAX.ON CEMER'dimension are not exceeded. <br /> 3. Concrete anchor table: h N�� � <br /> � ........:..:..........................:.:....:.......:...............:.�:::.............;.. .:�::•.... .. .,.....: :�..,:.. .::: . . ....... . ; � F <br /> . . . .�;M.tN.Ct�',9.RANC�:;:frttN.:CG�,4k9N�£: �b <br /> ;,a.N.CHQR<?A.N�N.[17F: . ;NfI.N..;: �N-� <br /> � , . . .:.. . .., .` �TQ'i1NASt7N)1.1!` :; :TCt��F[3:111:CEMT' :: w��o� m <br /> ?..`.Tl'f'�i .;::': 'S►I�i ; ;>F/N9EtlAA�F1T:;;: ` ...:.:.::. <br /> � . ..::.......:.: <br /> € ..:.... ...:......................./....... . :..::::.::..:...,.^.....:...................:ERGE':.............:.........:i4NCHGfR�:.......: �n w.-Z a�° <br /> �� � 1 4" 1-1 4 Q" 4' wte 11 ]5 10 ? <br /> TAPCON <br /> � ELCO � N.T.S. ° <br /> g ULTRACON� ��4� �-1/4" 1" 4" owc.er: �K m <br /> � WOOD SCREW INSiALLATION NO7E5: <br /> c�.e+^ LFS 3 <br /> p onnxwc xo.: ¢ <br /> 1. Maintain a minimum 5/8"edge dlstance, I"end disfance,&1"o.c.spacing of o <br /> FL-993.4 0 <br /> � wood screm to prevent fhe spliHing of wood. sMrfr 4 oF 4. " <br /> — — e <br />