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411111111111111k Mal&MEM INNIS 411111111111k MINIM III III <br /> RFI #3 <br /> Vr7rri QCT <br /> CONSTRUCTION INC. <br /> Gaffney Construction, Inc. Project:1277-Stadium Flowers <br /> 8105 Broadway 3620 Broadway <br /> Everett,Washington 98203 Everett,WA,Washington 98203 <br /> Phone:(425)355-5500 <br /> Fax:(425)355-4433 <br /> Back Wall Discrepancy <br /> TO: Matt Schreifels(ADA(Architectural Design FROM: Jessica Willmorth (Gaffney Construction,Inc.) <br /> Associates)) <br /> James Thomas(ADA(Architectural Design <br /> Associates)) <br /> DATE INITIATED: 10/24/2017 STATUS: Closed <br /> LOCATION: DUE DATE: 10/24/2017 <br /> -- ---------____ —._.__._____---._..._------------------_.—__ —------- ---___-----_ _—___—_.....-------- <br /> COST CODE: REFERENCE: <br /> COST IMPACT: SCHEDULE IMPACT: <br /> DRAWING NUMBER: SPEC SECTION: <br /> LINKED DRAWINGS: A1.2,A2.1,A3.0 <br /> RECEIVED FROM: Jim Wahl(Gaffney Construction,Inc.) <br /> COPIES TO: <br /> Joe Gaffney(Gaffney Construction,Inc.) <br /> Question from Jessica Willmorth (Gaffney Construction, Inc.) at 12:09 PM on 10/24/2017 <br /> We are looking for a detail for the finish floor below alley in NW corner of building.Finish floor appears to be 4'5"below the alley on the NW <br /> corner,please advise if this should be a stem wall. <br /> Official Response:Matt Schreifels(ADA(Architectural Design Associates))responded on Friday,October 27th,2017 at 10:42AM PDT <br /> Here are additional details for the foundation north and west sides of the building to accommodate for the change in grade height. <br /> Attachments: <br /> MX-M365N 20171026 163926.pdf <br /> Official Response:Pete Gaffney(Gaffney Construction,Inc.)responded on Monday,October 30th,2017 at 8:06AM PDT <br /> Matt,Walls need to be at least 10"Thick due to the brick veneer sitting on top of the wall,I would assume this doesn't change anything in the rebar <br /> layout?PETE <br /> Attachments: <br /> Official Response:Matt Schreifels(ADA(Architectural Design Associates))responded on Monday,October 30th,2017 at 10:55AM PDT <br /> Pete,You are correct.The brick veneer at the alley and north foundation wall will have to be 10"thick to accommodate the brickveneer because there <br /> is no footing to the exterior of the foundation wall due to its adjacency to the property line.The rebar layout will remain the same. <br /> Attachments: <br /> All Replies: <br /> Response from Matt Schreifels (ADA(Architectural Design Associates)) at 10:42 AM on 10/27/2017 <br /> Here are additional details for the foundation north and west sides of the building to accommodate for the change in grade height. <br /> Attachments: <br /> MX-M365N 20171026 163926.pdf <br /> Gaffney Construction, Inc. Page 1 of 2� � _ Printed On:11/27/2017 11 :42 AM <br />