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\ <br /> �' <br /> l <br /> ., <br /> � <br /> �� ) <br /> , U1 <br /> BANK OF EVERETT �� ;' <br /> ADDEPIDA �2 � <br /> September 10 , 1976 � <br /> ILi-tirlll'Clu�mpxm <br /> ,�.I.A.Anhilec� <br /> Ihvk1 Tunxr,H�rtncr <br /> 17121',ici(ic <br /> li�cn�l,��i��liin�;tun FA'i301 <br /> (2(Nil'LiSkil:� <br /> 1 . Sheet 4 East elevation - change the stair rail height from <br /> 3' _ 0" to 32" . <br /> 2, 5heet 3 floor plan , Change one toilet stall width in the P1en <br /> and lJomen ' s toilets to 36" clear with 32" wide doors . <br /> 3 , Provide a green brir,k to be centered above gate �12 facino the court <br /> tvith letters 1 " high saying "This door to remain open during <br /> business hours . " <br /> 4 . Send 2 copies of the fire extinauishing layout to the Everett <br /> Buildina Gepartment as soon as they are prepared . <br /> 5 . Structural concrete is designed for a compressive strength of <br /> Z000 p . s . i . <br /> 6 . Sheet 4 detail 2 - install a brick bat: recessed 1 " from the outside <br /> face of the t��all at the reinforced sections ( 4 ' - 0" o . c. ) Provide <br /> mortar cover over the reinforcing to the inside face . <br /> 7 . Start the vertical steel at each of the 4 corners of the bricY. <br /> v�alls and detail as shown in the enclosed sketch . <br /> 8. Install veneer ties or pencil rods at 4 ' o. c. from the concrete <br /> beam into the ro��ilock course at the top of the brick wall . <br /> Champio�l;'�iurner, Pa�tnership <br /> . <br />