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�� �� �� <br /> aav� . <br /> ��m�z°\z <br /> a • o W <br /> �to n: <br /> 0 <br /> d�'������� <br /> a.. � � l . 6"MAX. � � � Z�=o <br /> a., . .. � g� o�� c <br /> —t•- o <br /> • •�`__- � . � a m d n o 0 <br /> � � v� <br /> TYP.24 �' � • 1 ° ,�j �3 � <br /> 2X BUCK 23 � , � <br /> 2X BUCK 1X BUCK 2Q �° '� <br /> 2X BUCK TyP, n�� 2X BUCK 23 � <br /> � � _ �tl 1XBUCK 24 � `'' <br /> � — 2X BUCK — " <br /> fRAME TYP. � �� I <br /> � _ FRAN�E �—fC � m `�'cxi <br /> MASONRY � MASONRY MASONRY _ t z � x� <br /> � OPENING 2X Bt7CK 37 OPENING � � <br /> ; OPENING z a' <br /> � 2X BUCK 37 '° � ol "' ° <br /> r 1XBUCK 36 � <br /> 0 <br /> TYP. � '� 1X8UCK 3$ 'OI a � <br /> _ � _ _ TYP _ �L Y� <br /> � , I a , • : � o <br /> " z <br /> � <br /> 3 <br /> � BUCK ANCHORING FRAME ANCHOR►NG FRAP✓E ANCHOR(tdG o : <br /> MASQt+tRY 52"X?3"MAX. 42"X 58"MAn. Z � <br /> •� w �i <br /> o °o � <br /> U � <br /> � N <br /> � CONCRE7E ANCHOR NOTES. a i <br /> 1 Concrefe anchor�ocafions ot the comers moy be adjusted to mainfoin the min, n m <br /> edge dislance!o moAarjoints. ^F d <br /> n 2.Concrete anchor iocations nofed os"MAX.ON CENiER"musf be adjusted fo =a ; <br /> � mointoin the min.edge dislance!o moMarjoints,additiona!coricrete onchors �+° z <br /> may be required to ensure the"MAX.ON CENTER"dimensions are not exceeded. <br /> � ° 3. Concrete anchor table: 3p �� z <br /> •o .......... .............................................`MIN:CLEARANCE.`MIN:'.C4EARA'N.CE, w�: n <br /> q AACHORi;.NCHORt : :MINt: sc�xE�o N.LS. <br /> e . ;. : 70';MASCJNRY : ..TO.ADIACEN7 ; <br /> v 7YFE: �: SiZE: EMBfQMENT� _.:.: <br /> .. � <br /> o :... ...........:................ ..........................:. ....'EDGE..... .. `......ANCHOR,.... m+c.sr: JK m <br /> v �rn e ��q�� �_��q�� 2•t/2" 4° auc sr: LFS � <br /> -o TAPCON �*+��� <br /> N <br /> � ELCO m FL-14911.21 a <br /> � ULTRACON 1/A" 1-1/4" 1" 4" <br /> o � <br /> sttt�' 4 ov 5 � <br /> 3 <br /> � <br />