E1EY GUILD riARD'f ARC HIT E C T S

July 15, 2010

Jackson County School DistrictDr. Barry Amacker, SuperintendentP. O. Box 5069Vancleave MS 39565

PRINCIPALS

James H. Eley, FAIA

W Taylor Guild, III, AlA, CCSDavid J. Hardy, AlA

Stephen A. Stojcich, AlA

Joseph B. Crain, AlA

Mark E. Lishen, AlA, lEED AP

ASSOCIATES

Joseph R. Stevens, Jr., AlA, LEED AP

Eric J. Commarato, AlA

Douglas M. Roberts, AlA, LEED AP

Michael W SChwirian, AlA

Re: Renovations to the Original St. Martin High School and Junior High School

Dear Dr Amacker:

Enclosed please find Three (3) copies of, Construction Change Directive (AlADocument G714) No. One (1) in the amount of $91,879.68 decreasing the ContingencyAllowance, Electrical Allowance, and Steel Allowance from $85,000.00 to $0.00 for theabove referenced project.

Please execute all Three (3) copies, retaining One (1) for your records and return theother Two (2) copies to this office for distribution.

As always, if you have any questions regarding these documents, please do nothesitate to call.

Sincerely,

Denese BloomContract Administration Assistant

Eley Guild Hardy Architects PA

jdab

Enclosures

cc: D.N.P. Inc., Greg Nolte, Jr.

09-017 j contractor j construction change directive

BilOXI OFFICE

1091 Tommy Munro DriveBiloxi, MS 39532228.594.2323 P

228594.2223 F

JACKSON OFFICE

418 East Capitol StreetJackson, MS 39201

601.354.2572 P

601.355.2006 F

www.eleyguildhardy.com

== AlA~~,~~ Document G714™- 2007

Construction Change DirectivePROJECT: (Name alld address)09-017 Renovations to Original St MartinHigh School and Jr HighJackson County School District

TO CONTRACTOR: (Name alld address)D.N.P., Inc.15465 Hudson Krohn RoadBiloxi, MS 39532P. O. Box 6399D'Iberville, Mississippi 39540-6399

DIRECTIVE NUMBER: 001DATE: Junc2l, 2010

CONTRACT FOR: General Construction

CONTRACT DATED: April 21,2010ARCHITECT'S PROJECT NUMBER: 09-017

OWNER: 0"ARCHITECT: [gJ

CONSULTANT: 0CONTRACTOR: [gJ

FIELD: 0OTHER: 0

You are hereby directed to make the following change(s) in this Contract:(Describe briefl)' all)'proposed challges or list an)' attached informatioll ill the alternative)

]. Add for labor and materials for revisions in accordance with Work ChangeProposal Request #001, attached hereto. $9],879.68

Beginning Contingency Allowance $50,000.00

Electrical Allowance (submittal exchange website) $5,000.00

Steel Allowance $30,000.00

Total Allowances $85,000.00

Less Construction Change Directive No. One (I) $9 1,879.68

Total for Change Order No. One (I) $6,879.68

PROPOSED ADJUSTMENTS

1. The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is:o .Lump Sum decrease of$O.OO

o .Unit Price of$ pcr

o .As provided in Section 7.3.3 of AlA Document A20] -2007

~ • As follows: UNCHANGED

AlA Document G714™ - 2007. Copyright © 2001 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AlA" Document is

protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this PJA" Document, or any portion of it, may 1result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlAsoftware at 17:04:12 on 06/21/2010 under Order No.9955542448_1 which expires on 06/11/2011, and is not for resale.User Notes: (1498426210)

21

2. The Contract Time is proposed to (~hange~. The proposed adjustment, if any, is~ days.

When signed by the Owner and Architect and received by the Contractor, this documentbecomes effective ]MMEDIATEL Y as a Construction Change Directive (CCD), and theContractor shall proceed with the change(s) described above.

Eley Guild Hardy Architects PAARCHITECT (Firm namc)

109] Tommy Munro DriveirMississippi 39532

1...0\0

Jackson County School DistrictOWNER (Firm name)

PO Box 5069, VancleaveMississippi 39565

ADDRESS

BY (Signature)

Dr. Barry Amacker, Superintendent

(Typed name)

DATE

Contractor signature indicates agreementwith the proposed adjustments in ContractSum and Contract Time set forth in thisCCD.

D.N.P., Inc.CONTRACTOR (Firmnamc)

] 5465 HudsOl Krohn Road, Biloxi,MS 39532 . Box 6399,

D'lbervil ssissippi 39540-6399ADDR

7-12-10DATE

AlA Document G714 T. _ 2007. Copyright © 2001 and 2007 by The American Institute of Architects. All rights reserved. WARNING: This AlA"' Document is

protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA"' Document, or any portion of it, may 2result in severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AlAsoftware at 15:23:53 on 06/21/2010 under Order No.9955542448_1 which expires on 06/11/2011, and is not for resale.User Notes: (1330861903)

cLEY GUILD i-IARDYARCHITECTS

WORK CHANGE PROPOSAL REQUEST

Project No.: 09-017 Proposal Request #001Issue Date 6-10-10

Project Name:

Renovations to Original St. Martin High School & Junior High School, JCSD

To Contractor: Mike Cox

D.N.P., Inc.P. O. Box 6399

D'Iberville MS 39540-6399

From Architect: Quint Moran

Eley Guild Hardy Architects

1091 Tommy Munro DriveBiloxi, MS 39532

Please submit an itemized proposal for changes in the Contract sum and Contract time for the

proposed modifications to the Contract documents described herein. Within Ten ( 10 ) days, the

Contractor must submit this proposal or notify the Architect, in writing, of the date on whichproposal submission is anticipated.

THIS WORK IS NOT A CHANGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE OR ADIRECTION TO PROCEED WITH THE WORK IN THE PROPOSED MODIFICATIONS:

DESCRIPTION:

The attached drawings indicate revisions necessary to support existing roof decks and provide

shear wall resistance where walls are being deleted. We have revised whole sheets A 101, A 102,E104, E106 & E107 with bubbled areas to show what has been updated. WCP drawings show

structural options for revised walls. M1 & M2 sheets show partial plans of revised ducts. At wall

locations that remain, remove frames and openings and infill with CMU to match.Contractor may provide tube column in lieu of center CMU for option 3. Provide impact resistant

gyp board directly glued and screwed to the CMU or provide furring channels with impact

resistant gyp board for these CMU column and pilaster locations where necessary. Impact

resistant gyp board is also required around the tube steel if that option is chosen.Note that the millwork needs to be adjusted, in the shop drawing phase, due to the pilasters

added at rooms 112, 113, 114, 115, 117& 118. AlsoadjustTBat room 109.All ceilings throughout the facility may stay at their original heights.

AITACHMENTS:

A 101R & A 102R - Revised Architectural drawings.

WCP 1.0 - Overall plan showing noted options for each wall location.WCP 1.1-1.4 - Details for each wall option.WCP l.M1 & M2 - Mechanical duct revisions.

E104R, E106R & E107R - Revised Electrical drawings.

REQUESTED By,-p4At-­QUlllt Moran

09-017 /Work Change Proposal Request

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