SUBMITTAL REVIEW Submittal: No. 004 Spec Section: 03-3000 CAST-IN-PLACE CONCRETE Reviewed By: Tripp Lewton, Comma-Q Architecture Date: May 11, 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. 03 3000 2.6 A, B ADMIXTURES Project Data Sheets NEN 2. 03 3000 2.11 A, B, C, D CONCRETE MIXTURES Project Data Sheets NEN FOR BUILDING ELEMENTS

Notes:

1. See engineer’s comments.

END OF REVIEW

EMAIL TRANSMITTALPROJECT: DATE:

JOB#SUBMITTAL#

TO: Comma-Q ArchitectureADDRESS:

ATTENTION:PHONE:FAX:

TRANSMITTED:

ITEM DATE COPIES

(406) 585-1112

DESCRIPTION

5/11/201211011

109 N. Rouse Ave., #1

New Belgrade Elementary School

(406) 585-5518

Bozeman, MT. 59715

Laura Landon

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 COPIES1

TRANSMITVia:

No. Page: 1

REMARKS:

COPY TO:

DESCRIPTION

TRANSMITTED BY:

03-3000 Concrete Mix Designs & Admixtures

Scott Higinbothamfile

108 West Babcock Street, Bozeman, MT. 59715 Phone: (406) 582-9901 FAX: (406) 582-9992

Email

TRANSMITTAL May 07, 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

5/7/2012 1 (elec) Submittal 004- 03 3000 Cast-in-Place Concrete

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 59715-5801Telephone: (406) 586-8585 Facsimile: (406) 586-8646 DATE 05/07/12 JOB NO. 12-001

TRANSMITTAL/SUBMITTAL NO. 4.00TO: Comma Q Architects RE: Concrete Mix Designs and Admixtures

109 North Rouse Ave #1Bozeman, MT 59715

ATTENTION: Laura Landon BELGRADE ELEMENTARY SCHOOL

We are hand deliveringWe are sending via Email

ATTACHED UNDER SEPARATE COVER TheThe following items:

Shop drawings Prints Plans Samples Specifications

Copy of letter Change order X Product Data

COPIES DATE DWG NO. DESCRIPTION

1111

Section 03 3000 2.11 Mix Design 4000 psi FootingsSection 03 3000 2.11 Mix Design 3000 psi Footings, WallsSection 03 3000 2.11 Mix Design 3500 psi SOG and SOMDSection 03 3000 2.6 A,B Concrete Admixtures

5/7/12

5/7/12

5/7/12

5/7/12

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 File Scott -Nishkian 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�

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� 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�

✔

05/11/2012 SPH

� NO�EXCEPTIONS�TAKEN�

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� 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�

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05/11/2012 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�

✔

05/11/2012 SPH