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

Email

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

Email

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