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9J(FRAMING TO 8E DB1GN� 4�►� <br /> BY THE BdGINC�Rt OR ARCHRECT O.C.(iYP.) <br /> 4,��, OF RECORD BASED ON WIND LOADS Z� <br /> O.C.(iYP.) AND iHE CUDDING 88NG USED. �yp,� ^ e� ` <br /> . � U� �� � • <br /> < � .. . � ��P.) . . .� °•� a ' �P�� � � ��a� �'1� <br /> �. <br /> . "a � g ol <br /> � . . � � �ed d <br /> . . .�f �" �Rog� � <br /> ' D <br /> �,� F "� "� � �o� 0�1� <br /> H � �a€� a <br /> � <br /> 2X BUCK .� �g �� � J <br /> 8 <br /> FRAME � <br /> 'e FRAME <br /> 2X BUCK — �� �� � <br /> $ w <br /> • Fr;U �V Z� �2 <br /> v p O 7c� y �_ <br /> �� � <br /> � U� <br /> � �� � m <br /> � Z <br /> � MASONRY MASONRY RtAMING � o <br /> G OP6�IING �I � <br /> � <br /> � �� <br /> � , <br /> � Q . <br /> � :� %� � N <br /> � . . Z O <br /> � ^ • , , • , � � <br /> � a . •.. � •.e •'.. .� . � K <br /> BUCK ANCNORING FRAME ANCHORING FRAME ANCHORING � <br /> � MASONRY 2X BUCK 2X SND � <br /> CONCRETEANCHORNOTES: � _z° <br /> ° 1.Concrete anchor locottons at the comers may be adjusted fo mafntafn fhe min. <br /> � <br /> � edge d[stance to morfariofnts. <br /> � 2 Concrate anchor Iocallons nofed as'w1AX.ON CENTER"musf be adJusted fo N a ; <br /> maintain the min.edge dlstance to mafar�olnts,add(ffonal concrefe anchors N� : <br /> � may be requtred fo ensure ihe"MAX.ON CENTER"dlmensfons are nof exceeded. p o <br /> g 3.Concrote anchor table: <br /> S ..:.........:.......... .................... ...................... _ <br /> ......... . Z <br /> �.i����.''::....,.�.'�,���?,,: , ,,��'.. ',�i��� S <br /> :.;:...�...:.. ... .. .. ... � ;, . . <br /> ':�l�/tRA.I!��:;.;MINXiGtEAiRAl1lG�: wie <br />�, � : �:'[�i!�� ;••.`SlT� '::EM$�UUANL�,`Ni`.;.? ;74,�ONR'Y' :: .TCi.A:��f(1'.,; � � ; <br /> N. <br /> :. . .. �:..........:�:�:.......:.AW.: . m <br /> ........................::.....................:...............................:.:........... ,.......: <br /> TAPCON° 1/4" 1-1/4° 2-1/2" 4" ��.:� ¢ <br /> ELCO ��4, �.��4; �„ � F1-14917J � <br /> ULTRACON <br /> sncer.�,or.� O <br /> d <br />