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i <br /> N � <br /> n m'� °� <br /> V M �m �V <br /> � . � Z C P <br /> _ �^ W 0 O <br /> � u P o 2�Z <br /> 6" {��' �`�q �a <br /> .. . �. �P•�� I�� � iom 2L`1E <br /> p r°�c�i a <br /> P �« • a Z "Z a in <br /> � e o�u E�� <br /> d <br /> _ a mdam°a 9 <br /> D •• 2X BUCK F -^ � � o r j <br /> � n E � LL U <br /> nP• y� 1X BUCK C, h � a <br /> 2X BUCK DIRECTTO p - <br /> BUCK 'P MASONRY � <br /> 1 NP. c� <br /> Z <br /> MEETING ----------- o <br /> --RAIL--- FRAME ———————— 3 U <br /> o Z <br /> o ¢ <br /> MASONRY OP N NG � �BUCK 3 •y � <br /> OPENING � K 1XBUCK -' ? -' <br /> m <br /> DIRECTTO �a' I �'�a o <br /> C' MASONRY ~ � o `� � <br /> . •- TYP. 1 ",' � v� � <br /> --�- 1 p I � V <br /> F- m <br /> � a a r <br /> ,� . . 7 I�'P) <br /> °c_ .•�_f�T�'r.-:_ ' m <br /> � ° � 2X BUCK — <br /> •i ANCHORS iHRU SILL <br /> � BLOCK�ITEM Ii30) H IX BUCK <br /> � M DIRECTTO <br /> � MASONRY Z <br /> � o <br /> � <br /> CONCREfEANCHOR NO7ES: � <br /> � 1.Substitu}ion of equal concrete anchors from a different supplier may have <br /> g different edge distance and cenfer distance requiremenfs. <br /> � 2.Concrete anchor locations of the corners may be adjusted to mafntain � <br /> the min.edge distance to mortar joinh.If concrete anchor locations b <br /> 6 noted as"/v1AX.ON CENiER"must be adjusted to maintaln the min,edge � <br /> distance to mortar joinh,additional concrete onchors may be required to � � <br /> ensure fhe"MAX.ON CENiER"dimensions are not exceeded. o � <br /> 3.Concrefe anchor table: Z <br /> �a _ <br /> � A'NCHbR:;ANCHOR;.•...:MIN;:.. ..:,;jU11NrC2EARANCE;LO'i.:A�tIN.'4�AJW'NCEiP i <br /> v .. 0��:10 12 13 i <br /> MASONRY�p.GE � - <br /> 9 . �►PE ; SIZE' ;.:EMBED,M�M, ;tADJACENfAI'!Cf(OR;, <br /> LL ,..,..:..:.. scuE: N.LS. ° <br /> � mY 7/4' L7/4' 2-1/2" 3^ owc.er: JK m <br /> � ELCO 7!4" 7-0/4' P q' <br /> cwc ar. LFS ; <br /> DRAWING N0. a <br /> �a FL-15780.4 � <br /> 0 <br /> SHFEf 4 OF $ N <br /> 3 — _ � <br /> � <br /> r <br />