SUBMITTAL REVIEW Submittal: No. 001 Spec Section: 05 4000 2.8 - Anchors Clips and Fasteners_ Anchor Bolts and Embed Reviewed By: Laura Landon, Comma-Q Architecture Date: May 4, 2012 Project: BPS – Belgrade Elementary School Location: Belgrade, MT Job Number: 11-03 Copy to: File, Owner
This review is only for general conformance with the design concept of the project and general compliance with the information given in the Contract Documents. Corrections or comments made on the submittals during this review do not relieve the CONTRACTOR from compliance with the requirements of the plans and specifications. An opinion of equivalence of a specific item shall not be interpreted as an opinion of equivalence of an assembly of which the item is a component. Submittal review comments have been made within this format and not on the submittal sheets according to the following:
NEN No Exceptions Noted GCAN Generally Conforms as Noted RAN Rejected for Reason as Noted IAS Incomplete as Submitted
1. 05 4000 2.8 - Anchors Clips and Fasteners Project Data Sheets GCAN Anchor Bolts and Embed
Notes: 1. See engineer’s comments
END OF REVIEW
EMAIL TRANSMITTAL
PROJECT: DATE:
JOB#
SUBMITTAL#
TO: Comma-Q Architecture
ADDRESS:
ATTENTION:
PHONE:
FAX:
TRANSMITTED:
ITEM DATE COPIES
Laura Landon
(406) 585-1112
DESCRIPTION
(406) 585-5518
Bozeman, MT. 59715
5/4/2012
11011
109 N. Rouse Ave., #1
New Belgrade Elementary School
108 West Babcock Street, Bozeman, MT. 59715 Phone: (406) 582-9901 FAX: (406) 582-9992
Prints
Proposal OtherShop Drawings
RFI Response
Field Report
Specifications
CalculationsLetter Sketches
No Exceptions Taken
These are Transmitted as Checked Below:
For Your File
For Your Use
Revise As Noted And Resubmit
Make Corrections Noted
Rejected/Resubmit As Specified
Reviewed For Load To Structure Only
As Requested
Submitted Previously
ITEM DATE COPIES
1
TRANSMIT
Via:
No. Page: 1
REMARKS:
COPY TO:
05-4000 2.8 Anchor Bolts & Embed Shop Drawings
Scott Higinbothamfile
DESCRIPTION
TRANSMITTED BY:
108 West Babcock Street, Bozeman, MT. 59715 Phone: (406) 582-9901 FAX: (406) 582-9992
TRANSMITTAL May 02, 2012
To: Nishkian Monks Attention: Scott Higginbotham
From: Laura Landon
Project: BPS – Belgrade Elementary School Location: Bozeman, MT Job Number: 11-03
Copy to: File
we are sending you :Attached
Under separate cover the following:
Shop drawings: Copy of letter: Specification: Prints: Samples: Drawings: Other:
these are transmitted as checked below:
Approved: Approved as corrected: Revise and resubmit: Rejected: For your signature: For return : For review & comment:
date qty description
5/2/2012 1 (elec) Submittal 001 - 05 4000 2.8 - Anchors Clips and Fasteners - Anchor Bolts and Embed
Remarks:
Scott, please review the attached submittal, please return an electronic version to our office with your comments.
Thanks
MARTEL CONSTRUCTION, INC. LETTER OF TRANSMITTAL1203 South Church AvenueBozeman, MT 59715-5801
Telephone: (406) 586-8585 Facsimile: (406) 586-8646 DATE 05/01/12 JOB NO. 12-001
TRANSMITTAL/SUBMITTAL NO. 1
TO: Comma Q Architects RE: Structural Steel - Anchor Bolts and Concrete
109 North Rouse Ave #1 Embed Shop Drawings
Bozeman, MT 59715
ATTENTION: Laura Landon BELGRADE ELEMENTARY SCHOOL
We are hand delivering
We are sending via Email
ATTACHED UNDER SEPARATE COVER TheThe following items:
X Shop drawings Prints Plans Samples Specifications
Copy of letter Change order Product Data
COPIES DATE DWG NO. DESCRIPTION
1 Section 05-4000 2.8 Anchors Clips and Fasteners - Anchor Bolts and Embed
shop drawings
THESE ARE TRANSMITTED as checked below:
X For approval Approved as Submitted Resubmit Copies for Approval
For your use Approved as Noted Submit Copies for Distribution
As requested Returned for Corrections Return Corrected Prints
For review and comment
FOR BIDS DUE PRINTS RETURNED AFTER LOAN TO US
REMARKS:
COPY TO
SIGNED: Mike Wilkinson - Project Engineer
If enclosures are not as noted, kindly notify us at once.
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS NOTED
REVISE AS NOTED AND RESUBMIT
REJECTED/RESUBMIT AS SPECIFIED
REVIEWED FOR LOAD TO STRUCTURE ONLY
SUBMITTED PREVIOUSLY:
Not reviewed
Reviewed, identified additional data only
Notations Do Not Authorize Changes to Contract Sum.
Submittal was reviewed for structural design conformity
and general conformance to contract documents only.
Contractor is responsible for confirming and correlating
dimensions at job sites for tolerances, clearances,
quantities, fabrication processes and techniques of
construction, coordination of his work with other trades
and full compliance with contract documents.
Date: ________________By: __________________
NISHKIAN MONKS
CONSULTING & STRUCTURAL ENGINEERS
✔
05/04/2012 SPH
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS NOTED
REVISE AS NOTED AND RESUBMIT
REJECTED/RESUBMIT AS SPECIFIED
REVIEWED FOR LOAD TO STRUCTURE ONLY
SUBMITTED PREVIOUSLY:
Not reviewed
Reviewed, identified additional data only
Notations Do Not Authorize Changes to Contract Sum.
Submittal was reviewed for structural design conformity
and general conformance to contract documents only.
Contractor is responsible for confirming and correlating
dimensions at job sites for tolerances, clearances,
quantities, fabrication processes and techniques of
construction, coordination of his work with other trades
and full compliance with contract documents.
Date: ________________By: __________________
NISHKIAN MONKS
CONSULTING & STRUCTURAL ENGINEERS
✔
05/04/2012 SPH
? ? ?
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS NOTED
REVISE AS NOTED AND RESUBMIT
REJECTED/RESUBMIT AS SPECIFIED
REVIEWED FOR LOAD TO STRUCTURE ONLY
SUBMITTED PREVIOUSLY:
Not reviewed
Reviewed, identified additional data only
Notations Do Not Authorize Changes to Contract Sum.
Submittal was reviewed for structural design conformity
and general conformance to contract documents only.
Contractor is responsible for confirming and correlating
dimensions at job sites for tolerances, clearances,
quantities, fabrication processes and techniques of
construction, coordination of his work with other trades
and full compliance with contract documents.
Date: ________________By: __________________
NISHKIAN MONKS
CONSULTING & STRUCTURAL ENGINEERS
✔
05/04/2012 SPH
OK
OK
OK
SEE RFI#5
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS NOTED
REVISE AS NOTED AND RESUBMIT
REJECTED/RESUBMIT AS SPECIFIED
REVIEWED FOR LOAD TO STRUCTURE ONLY
SUBMITTED PREVIOUSLY:
Not reviewed
Reviewed, identified additional data only
Notations Do Not Authorize Changes to Contract Sum.
Submittal was reviewed for structural design conformity
and general conformance to contract documents only.
Contractor is responsible for confirming and correlating
dimensions at job sites for tolerances, clearances,
quantities, fabrication processes and techniques of
construction, coordination of his work with other trades
and full compliance with contract documents.
Date: ________________By: __________________
NISHKIAN MONKS
CONSULTING & STRUCTURAL ENGINEERS
✔
05/04/2012 SPH
2x2x1/4" PLATE
WASHERS TO BE
USED PER 9/S3.3
(MAY INSTALL AT
ANGLE IF REQ'D)
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS NOTED
REVISE AS NOTED AND RESUBMIT
REJECTED/RESUBMIT AS SPECIFIED
REVIEWED FOR LOAD TO STRUCTURE ONLY
SUBMITTED PREVIOUSLY:
Not reviewed
Reviewed, identified additional data only
Notations Do Not Authorize Changes to Contract Sum.
Submittal was reviewed for structural design conformity
and general conformance to contract documents only.
Contractor is responsible for confirming and correlating
dimensions at job sites for tolerances, clearances,
quantities, fabrication processes and techniques of
construction, coordination of his work with other trades
and full compliance with contract documents.
Date: ________________By: __________________
NISHKIAN MONKS
CONSULTING & STRUCTURAL ENGINEERS
✔
05/04/2012 SPH
OK
OK
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS NOTED
REVISE AS NOTED AND RESUBMIT
REJECTED/RESUBMIT AS SPECIFIED
REVIEWED FOR LOAD TO STRUCTURE ONLY
SUBMITTED PREVIOUSLY:
Not reviewed
Reviewed, identified additional data only
Notations Do Not Authorize Changes to Contract Sum.
Submittal was reviewed for structural design conformity
and general conformance to contract documents only.
Contractor is responsible for confirming and correlating
dimensions at job sites for tolerances, clearances,
quantities, fabrication processes and techniques of
construction, coordination of his work with other trades
and full compliance with contract documents.
Date: ________________By: __________________
NISHKIAN MONKS
CONSULTING & STRUCTURAL ENGINEERS
✔
05/04/2012 SPH
D-4, D-5, G-8, I-8
36
12
AND J-11
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS NOTED
REVISE AS NOTED AND RESUBMIT
REJECTED/RESUBMIT AS SPECIFIED
REVIEWED FOR LOAD TO STRUCTURE ONLY
SUBMITTED PREVIOUSLY:
Not reviewed
Reviewed, identified additional data only
Notations Do Not Authorize Changes to Contract Sum.
Submittal was reviewed for structural design conformity
and general conformance to contract documents only.
Contractor is responsible for confirming and correlating
dimensions at job sites for tolerances, clearances,
quantities, fabrication processes and techniques of
construction, coordination of his work with other trades
and full compliance with contract documents.
Date: ________________By: __________________
NISHKIAN MONKS
CONSULTING & STRUCTURAL ENGINEERS
✔
05/04/2012 SPH
OK
VERIFY GLULAM DIMENSIONS
WITH SUPPLIER. CONFIRM
WITH REQUIREMENTS OF
SPEC SECTION 06 1800
NOTE: ARCHITECTURALLY
EXPOSED STEEL
PROVISIONS APPLY
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS NOTED
REVISE AS NOTED AND RESUBMIT
REJECTED/RESUBMIT AS SPECIFIED
REVIEWED FOR LOAD TO STRUCTURE ONLY
SUBMITTED PREVIOUSLY:
Not reviewed
Reviewed, identified additional data only
Notations Do Not Authorize Changes to Contract Sum.
Submittal was reviewed for structural design conformity
and general conformance to contract documents only.
Contractor is responsible for confirming and correlating
dimensions at job sites for tolerances, clearances,
quantities, fabrication processes and techniques of
construction, coordination of his work with other trades
and full compliance with contract documents.
Date: ________________By: __________________
NISHKIAN MONKS
CONSULTING & STRUCTURAL ENGINEERS
✔
05/04/2012 SPH
1-1/2" MAX
TYP.
1-1/2" MAX
TYP.
1" MAX
TYP.
1" MAX
TYP.
PROVIDE LARGEST FEASIBLE
HOLES FOR CONCRETE
CONSOLIDATION
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS NOTED
REVISE AS NOTED AND RESUBMIT
REJECTED/RESUBMIT AS SPECIFIED
REVIEWED FOR LOAD TO STRUCTURE ONLY
SUBMITTED PREVIOUSLY:
Not reviewed
Reviewed, identified additional data only
Notations Do Not Authorize Changes to Contract Sum.
Submittal was reviewed for structural design conformity
and general conformance to contract documents only.
Contractor is responsible for confirming and correlating
dimensions at job sites for tolerances, clearances,
quantities, fabrication processes and techniques of
construction, coordination of his work with other trades
and full compliance with contract documents.
Date: ________________By: __________________
NISHKIAN MONKS
CONSULTING & STRUCTURAL ENGINEERS
✔
05/04/2012 SPH
Top Related