RFI #052
RFI #052 2310 Washington Street Newton Lower Falls, Massachusetts 02462 Phone (617) 965-7300 Project: 545 Waterstone at the Circle To: Scott Engstrom (Elkus/Manfredi Architects) 25 Drydock Avenue Boston, Massachusetts 2210 617-368-3358 Subject: Location:
Anchor bolt locations at column A.1-11
Request for Information
Date Created: 4/22/2016
From:
Theresa Brazeau (Cranshaw Construction)
Due Date: 4/29/2016
Question
Anchor bolt locations at column A.1-11, Drawings: S100, S101, and S301 The anchor bolts at column A.1-11 are only 1 ½” away from the face of the concrete pier. Please confirm that this is acceptable. If not, please provide revised concrete pier dimensions or revised column base plate dimensions and anchor bolt locations. Scott Lombardi, Cranshaw Project Manager Attachments: attachment to RFI 052 (Norgate 36 Anchor Bolt Locations).pdf Responsible Contractor: Norgate Metal 2012 Inc. Contractor RFI Number: Norgate 36 All Replies: Copies to: Theresa Brazeau, (Cranshaw Construction) , Tom Burke, (Cranshaw Construction) , Sherry Clancy, (National Development) , Michael Cooperman, (Cranshaw Construction) , Linas Dabrila, (Veitas & Veitas Engineers) , Nick DiGiovanni, (Cranshaw Construction) , Scott Engstrom, (Elkus/Manfredi Architects) , Samantha Gajewski, (National Development) , Marty Gordon, (Cranshaw Construction) , Janaya Hart, (Elkus/Manfredi Architects) , Scott Lombardi, (Cranshaw Construction) , John Martin, (Elkus/Manfredi Architects) , Michael O'Neil, (Cranshaw Construction)
791 8e Rue Est, La Guadeloupe (Qc) G0M 1G0
FO-7.1-1
REQUEST FOR INFORMATION
RFI No: 036 Response required by: 04-22-2016 Date of Request: 04-21-2016 Contractor: Cranshaw Construction Project’s name: Waterstone at The Circle To: Scott Lombardi Phone: 617-965-7300 Fax: From: Pierre Perron Ref. Document: Anchor bolt locations at column A.1-11. Attachments: CR-036-A & CR-036-B Problem Identification or Question:
Refer to structural drawings S100, S101 & S301 and to the attached sketches CR-036-A & CR-036-B and please respond to all the clouded questions related to the anchor bolt locations at column A.1-11.
Norgate’s suggested Resolution:
Proposed resolution:
V&V: Base plate sized has been revised. See attached sketch.
Selected Resolution By:
Date:
APPROVER : Make sure that all questions related to this RFI (including the ones shown on attached sketches) are clearly answered to avoid delays.
11
5
A.1
P3
Anchor bolt locations at column A.1-11
Request for Information
Date Created: 4/22/2016
From:
Theresa Brazeau (Cranshaw Construction)
Due Date: 4/29/2016
Question
Anchor bolt locations at column A.1-11, Drawings: S100, S101, and S301 The anchor bolts at column A.1-11 are only 1 ½” away from the face of the concrete pier. Please confirm that this is acceptable. If not, please provide revised concrete pier dimensions or revised column base plate dimensions and anchor bolt locations. Scott Lombardi, Cranshaw Project Manager Attachments: attachment to RFI 052 (Norgate 36 Anchor Bolt Locations).pdf Responsible Contractor: Norgate Metal 2012 Inc. Contractor RFI Number: Norgate 36 All Replies: Copies to: Theresa Brazeau, (Cranshaw Construction) , Tom Burke, (Cranshaw Construction) , Sherry Clancy, (National Development) , Michael Cooperman, (Cranshaw Construction) , Linas Dabrila, (Veitas & Veitas Engineers) , Nick DiGiovanni, (Cranshaw Construction) , Scott Engstrom, (Elkus/Manfredi Architects) , Samantha Gajewski, (National Development) , Marty Gordon, (Cranshaw Construction) , Janaya Hart, (Elkus/Manfredi Architects) , Scott Lombardi, (Cranshaw Construction) , John Martin, (Elkus/Manfredi Architects) , Michael O'Neil, (Cranshaw Construction)
791 8e Rue Est, La Guadeloupe (Qc) G0M 1G0
FO-7.1-1
REQUEST FOR INFORMATION
RFI No: 036 Response required by: 04-22-2016 Date of Request: 04-21-2016 Contractor: Cranshaw Construction Project’s name: Waterstone at The Circle To: Scott Lombardi Phone: 617-965-7300 Fax: From: Pierre Perron Ref. Document: Anchor bolt locations at column A.1-11. Attachments: CR-036-A & CR-036-B Problem Identification or Question:
Refer to structural drawings S100, S101 & S301 and to the attached sketches CR-036-A & CR-036-B and please respond to all the clouded questions related to the anchor bolt locations at column A.1-11.
Norgate’s suggested Resolution:
Proposed resolution:
V&V: Base plate sized has been revised. See attached sketch.
Selected Resolution By:
Date:
APPROVER : Make sure that all questions related to this RFI (including the ones shown on attached sketches) are clearly answered to avoid delays.
11
5
A.1
P3
