Project Schedule:

(Meeting No. 4)
Dawn R. with LF advised that bar joist delivery may be as much as 4 weeks behind schedule: 6/1/98 in lieu of the originally scheduled 5/1/98 delivery date. Dawn R. further advised that Vaulcraft, the bar joist supplier, is doing every thing possible to improve upon the projected 6/1/98 delivery date. Doug H. directed Dawn R. to address a letter to Arnell-West stating by what means LF proposes to meet the original structural steel erection dates identified in the 2/18/98 construction schedule.

(Meeting No. 5)
Doug H. advised that the project is on schedule per the 2/18/98 original Construction Schedule. Doug H. advised all sub-contractors to carefully follow the 2/18/98 Construction Schedule taking note of the late start and the late finish dates and corresponding activity durations in order to have the necessary materials, equipment and man power available to complete the respective activity items on /or ahead of schedule.

Doug H. advised that weather permitting all masonry work could be completed by as much as 7 days ahead of schedule.

Dawn R. with LF advised that the bar joist delivery is now scheduled for week of Mon. 5/25/98 with a possibility that bar joist materials could be delivered as soon as week of Mon. 5/18/98. Dawn R. further advised that even though the structural steel erection is starting approximately 3 weeks behind the originally scheduled 5/1/98 start date, that additional man power will be committed to the project to complete the steel erection as close as possible to the originally scheduled 6/17/98 completion date.

(Meeting No. 6)
Dawn R. with LF advised that all bar joist materials are scheduled to arrive Fri. 5/22/98 with some metal decking materials. Remaining decking and structural steel materials are scheduled to arrive week of 5/25/98. The crane is scheduled to arrive Wed. 5/20/98.

Doug H. advised that Arnell West will prepare and distribute a revised construction schedule as soon as LF confirms the revised structural steel erection start and completion dates.

Doug H. reminded Dawn R. with LF that Arnell West is still waiting for the requested letter stating by what means LF proposes to meet the original structural steel dates identified in the 2/18/98 construction schedule.

See the attached Milestone Construction Schedule for key activity start and completion dates.

(Meeting No. 7)
Doug H. advised that the crane to be used for the structural steel erection arrived Thur. 5/21/98. The bar joist materials also arrived Thur. 5/21/98.

Structural steel erection started Tue. 5/26/98 and bar joist members are scheduled to be set for auditoriums 5 thru 11 by Fri. 5/29/98.

Doug H. advised that the John Masonry Co. masonry work which started on Tue. 3/5/98 and was completed by Fri. 5/8/98, finished 2 full weeks ahead of schedule and would have finished 3 weeks ahead of schedule were it not 6 days lost due to inclement weather.

Doug H. advised that Kelleher Concrete completed the auditorium slab-on-grade concrete work Wed. 5/26/98, 3 full days ahead of schedule.

Construction progress photos taken through 6/1/98 can be observed by accessing the following Web Site: www.ivb.com (click on "PPM" highlighted in red towards the bottom of page 1 then click on the heading entitled "Featured Projects" which will take you to the heading "Carmike Cinemas--15 plex)"

Major work Activities Scheduled for Week of Monday 6/1/98:

• Install gas service.
• Install fire main stub-up.
• Complete remaining brick work on the West & South walls.
• Continue structural steel erection
• Start metal deck installation.
• Start interior masonry wall metal furring channel installation.
• Continue exterior wall and below slab on grad electrical rough-in.

Milestone Construction Schedule:

See the attached Milestone Construction Schedule for key activity start and completion dates.

Project Budget:

Doug H. directed all subcontractors to inform him of any work items that the subcontractor considers to be outside the scope of their original contract before the questionable work is started by the subcontractor. Doug H. advised that he will issue a written work order prior to any scope change work commencing.

(Meeting No. 4)
Doug H. reminded all applicable subcontractors to submit Change Request No. 3 Proposed Cost Change information to Arnell West by 4:00pm Wed. 4/29/98.

Dirk L. further advised that the addition of fire smoke dampers to the project will result in a significant cost increase.

(Meeting No. 6)
Dirk L. with RSM and Mark J. with CE both advised that they cannot complete pricing for Change Request No. 3 until ADG provides the requested missing fire smoke damper information.

Building Permit Status:

Dirk L. with RSM advised that the Apple Valley Building Inspector is still in the process of reviewing the Mechanical Permit Drawings. Dirk L. advised that code interpretation by the building inspector may require changes to the currently designed/specified fire dampers and/or smoke detectors.

(Meeting No. 2)
Doug H. advised that he had received a copy of the 4/3/98 Apple Valley Building Inspectors Mechanical Plan Review comments. Doug H. advised he is awaiting official directive from ADG regarding any design changes required to comply with the Cities Plan Review/Code interpretation.

(Meeting No. 4)
Doug H. advised all applicable subcontractors to carefully review the Change Request No. 3 documents for included items responding to the 4/3/98 Apple Valley Building Inspectors Mechanical Plan Review comments.

(Meeting No. 5)
Doug H. advised that Deane Running, the Apple Valley Fire Marshall, has requested a letter from ADG listing specific items that have been included in the Change Request No. 3 documents that pertain to the 1/8/98 Apple Valley Plan Review comments. ADG to respond to the Fire Marshall’s request by Tue. 5/19/98

Design Issues:

See item 1.7 Request For Information Response Status.

(Meeting No. 3)
Doug H. advised that Change Request No. 3 was received by Arnell West in Salt Lake City, Utah yesterday and that a reproducible set of drawings would be shipped to Minneapolis for printing. Planned sets will be printed Fri. 4/17/98 and available for subcontractor distribution on Mon. 4/20/98. Plan sets will be available for pick up at the job site office trailer. Subcontract Proposed Cost Changes and Scheduling Changes are to be faxed to Arnell West, attn. Lonnie Kimbell by 4:00pm Wed. 4/29/98.

(Meeting No. 5)
Dirk L. with RSM and Mark J. with CE both advised that missing fire smoke damper information not included with the Change Request No. 3 drawings precludes them from finalizing applicable Cost Changes. See attached CE letter dated 5/16/98. ADG to provide this info by Fri. 5/15/98

Request for Information (RFI) Response Status:

(Meeting No. 5)
Doug H. advised that Tom Marsh with ADG conducted a site visit on Wed. 5/6/98 at which time the majority of the outstanding RFI’s were finalized.

Doug H. advised that RFI No. 28 dated 3/31/98 regarding missing slab-on-grade elevations and ramp/landing location dimensions needs to be faxed to the job site by no later than Mon. 5/11/98 in order to prevent delaying start of the slab on grade concrete work.

See attached RFI summary.

Shop Drawing Approval Status:

(Meeting No. 2)
Dawn R. advised that the Bar Joist Shop Drawings mailed directly from ADG were received Mon. 4/6/98, however 3 different items of information requested on the Shop Drawing had not been addressed by ADG, therefore, Vulcraft, the bar joist supplier will not release the bar joist for detailing and subsequent fabrication until this information is received.

Dirk L. with RSM advised that the bar joist web configuration information is needed immediately so it can be determined if required duct work sizes will fit between the bar joist web members. Dirk L. further advised that there is the possibility that duct work sizing required by Air Flow Requirements may be too large to fit between the bar joist members.

(Meeting No. 3)
Doug H. advised that as of 9:30am today the three outstanding issues that were part of the Vulcraft Bar Joist Shop Drawing approval had been resolved. The three issues in question were resolved by locating the respective information that was specified on the original drawings. Doug H. advised that Ken Price the structural engineer with SCH Engineering stated that since this information was clearly noted on the original drawings that ADG would not be responsible for any bar joist delivery delays as a result of the shop drawing approval process.

Doug H. requested Dawn R. with LF to reconfirm the delivery dates for structural steel and bar joist materials to the job site.

(Meeting No. 4)
Doug H. advised that all subcontractors to send all shop drawing submittals to Arnell-West via next day mail to insure that mail delivery delays do not contribute to delayed shop drawing approvals.

(Meeting No. 5)
Dirk L. with RSM advised that the Bar Joist Web Configuration information was received on Mon. 5/4/98 and that he is in the process of determining whether or not the web configuration will accommodate the required duct sizes and locations.

Mark J. with CE advised that the electrical switch gear, and light fixture and neon lighting shop drawings that were received by AW on 4/3/98 and subsequently forwarded to ADG and in turn to Campbell & Assoc., the electrical engineer, still have not been reviewed by Campbell & Assoc.. Mark J. further advised that until the approved shop drawings are received, an equipment order cannot be placed. Light fixture delivery is approximately 8 weeks out from date of order and even if approved shop drawings were received today, CE would not be able to meet the original construction schedule. Mark J. advised that CE will be formally requesting a time extension due to the delay in receiving these approved shop drawings.

Doug H. advised that Tom Marsh with ADG is pursuing the matter and will do everything possible to get these particular electrical shop drawing submittals sent out as soon as possible.

Brett T. with RSM advised that the Plumbing Shop Drawings will be sent to AW by Fri. 5/8/98

Chris H. with VS advised that the Sprinkler Shop Drawings will be sent to AW by Fri. 5/8/98

Mark J. with CE advised that the owner provided Sound System Shop Drawings are desperately needed in order to permit timely and correct electrical rough-in. Tom Marsh to do what ever is necessary to provide the owner provided Sound System Shop Drawings by Fri. 5/15/98.

Mark J. with CE advised that even though the Switch Gear Shop Drawings have not been approved, he had no choice but to release for delivery the "main switch board" in order to avoid delaying the electrical work further.

(Meeting No. 6)
Mark J. with CE advised that the outstanding electrical shop drawings were received today. Mark J. will advise at the next Project Coordination Meeting if any schedule delays resulted due to the late receipt of these shop drawings.

(Meeting No. 7)
Doug H. advised that Brinn Northwest Glass has been requested to submit store front glass and glazing shop drawings as soon as possible in order to insure delivery and installation start of store front materials as early as Thur. 7/9/98 and no later then Wed. 7/15/98.

Value Engineering (VE) Proposals:

(Meeting No. 6)
Mark J. with CE advised that since ADG has not responded to the CE Value Engineering proposal items that he sent a letter to Arnell-West dated 5/13/98 re-confirming which items he thought were accepted by ADG’s Electrical Engineering consultant, Mike Witfield.

Contracting Status:

(02000) Sitework:

1. Site utilities:

   1. Temporary Electrical Service:

      Doug H. advised that an auxiliary temporary electrical panel will be located within the building pad area adjacent to the Southeast area of auditoriums 5,6 and 7 as soon as the masonry work is complete for these auditoriums. This auxiliary panel will be fed from the main temporary panel located at the building pads Northwest corner.

   2. Permanent electrical service

      (Meeting No. 7)
      Doug H. advised that the electrical transformer concrete pad has been placed and that the permanent electrical service will be installed week of Mon. 6/8/98. See Milestone Construction Schedule for specifics.

   3. Storm Water System:

      (Meeting No. 5)
      Doug H. advised that the remaining city storm water piping work was completed Tue. 4/28/98

   4. Gas Service:

      (Meeting No. 7)
      Doug H. advised that Minnegasco is tentatively scheduled for installing the main gas line week of Mon. 6/1/98

   5. Water Service:

   6. Fire Main:

      (Meeting No. 7)
      Brett T. with RSM advised that the fire main will be stubbed into the building on Mon. 6/1/98

      Doug H. directed Tad W. with VS to be present when the fire main is stubbed in to verify that the fire main flange is installed at the correct location, elevation, and orientation.

      Doug H. advised that the Apple Valley Fire Marshall requires the fire main stub-in to have a witnessed flush test. Brett T. with RSM to coordinate the flush test requirements with the Apple Valley Fire Marshall.

   7. Telephone Service:

      (Meeting No. 3)
      Jim T. with CE advised that per discussions with Frontier Communications that the telephone service will enter the building along the South wall within 5' of the main electrical service location.

      Jim T. advised that the telephone service will be installed at the same time as the main electrical service installation and will parallel the main electrical service trench line.

      Jim T. to verify where the main telephone panel service is to be located.

      Doug H. to ask ADG who is scheduled to provide owner telephone system installation.

2. Site Grading:

3. Site Concrete:

   (Meeting No. 5)
   Doug H. advised that he issued RFI No.’s 32 & 33 regarding exit door stoop footings and the dumpster enclosure location. Stoop footings are commonly specified for this part of the country however they are not indicated on our current plan set. Dumpster enclosure location specifics and frost footing information is also needed from ADG.

4. City curb, gutter & bituminous paving.

5. Landscaping:

(03000) Concrete:

(Meeting No. 6)
Doug H. advised that he will inform Bill Spight with ADG that under the General Notes concrete section on plan sheet S0.1 that construction or control are required joints every 1200 sq. ft.. Doug H. is concerned that slab-on-grade concrete cracking will occur from any where between a 10' x 10' to a 15' x 15' pattern ie at a interval of 100 sq. ft. to approximately 150 sq. ft.. The specified 1200 sq. ft. construction or control joint requirement will be insufficient to accommodate a concrete cracking pattern ranging from 100 sq. ft. to approximately 150 sq. ft.. ADG to advise if the 1200 sq. ft. requirement is to be modified.

(Meeting No. 7)
Doug H. advised that Bill Spight with ADG re-affirmed that the 1200 sq. ft. joint pattern is to be maintained.

(04000) Masonry:

(Meeting No. 4)
Doug H. advised that Bill Spight with ADG has approved the respective beige and burgundy brick mortar colors.

Doug H. also advised that Bill Spight directed Arnell West to insure that the EIFS color matches the beige brick and that a sample EIFS panel is required for ADG approval.

(05000) Metals:

(Meeting No. 5)
Doug H. directed Dawn R. with LF to provide an advanced copy of the stadium seating Structural Steel Shop Drawings so that a joint review meeting can be scheduled between Doug H., Listol Fabricating and Kelleher Concrete to discuss vertical support steel bearing plate issues.

(Meeting No. 7)
Dawn R. with LF advised that RSM has provided the roof top unit location information.

(06000) Wood & Plastics:

(07000) Thermal:

(Meeting No. 7)
Doug H. advised that he has informed Weather Proof Systems to be on standby for start of roofing work week of Mon. 6/8/98.

Doug H. advised that WPS is still waiting for ADG to respond to the 5/22/98 "Substitution Request" regarding Fesco Board roof insulation. Tom Marsh with ADG to respond by Thur. 6/4/98.

(08000) Doors, Windows and Glass:

(09000) Finishes:

(Meeting No. 6)
Doug H. advised that Tom M. with ADG changed the 7/8" metal furring channel size to a 1 1/4" metal furring channel for wall types A-1.1 and A-1.2. Tom M. with ADG to confirm if a standard 1 1/2" metal furring channel can be utilized in lieu of the non standard 1 1/4".

Standard drywall to provide pressing information to Arnell-West for both 1 1/4" and 1 1/2" metal furring channels.

(Meeting No. 7)
Doug H. advised that Tom Marsh with ADG clarified that the 7/8" metal furring channel can still be used, however, it is also acceptable to use either a 1 1/4" or 1 1/2" metal furring channel.

Doug H. advised that Standard Drywall is planning on using the original specified 7/8" metal furring channel size.

(10000) Specialties:

(11000) Equipment:

(12000) Furnishings:

(13000) Special Construction:

(14000) Elevators:

(15000) Mechanical:

1. HVAC:

   (Meeting. No. 6)
   Dirk L. with RSM advised that locations for roof top units 7 through 10 must be field verified due to bar joist web configurations. This field verification is necessary to insure that the sound actuators and duct work can fit between the bar joist webbing.

   Dawn R. with LF to notify field erection personel that roof top unit support frame for units 7 through 10 cannot be installed until the curbs have been set in proper position by RSM.

2. Plumbing:

   (Meeting No. 2)
   Brett T. with RSM advised that underground fittings at the gang restrooms will be prefabricated off-site. Prefabrication of these underground fittings will save valuable rough-in time however it is imperative that dimensions for the gang restrooms remain unchanged after Fri. 4/24/98.

   Tom M. with ADG to advise on or before Fri. 4/24/98 if the gang restroom dimensions will be changing.

   (Meeting No. 4)
   Doug H. directed RSM to terminate all main sanitary line clean out stub outs at least 2' below finished floor with sealed caps. Doug H. stated that if the 6 each clean out stub outs are extended above finished floor elevation that there is a 100% likely hood that one or all six clean out extensions will be damaged inadvertently by other subcontractor operations. Doug H. advised that he will request Lonnie K. with Arnell West to compensate RSM for the approximate 4 hours of additional time to expose the buried clean out terminations and extend them to finished floor elevation just prior to slab on grade concrete placement.

3. Sprinkler:

   1. Fire Marshall Key Lock Box:

   (Meeting No. 3)
   Doug H. advised that Deane Running, the Apple Valley Fire Marshall, directed him to install a Key Lock Box directly below the exterior wall fire alarm valve which is located along the East building wall where the fire main enters the building. The lock box is to be mounted 5' above finish grade.

   Doug H. will order a surface mounted style key lock box which will have a tamper switch option so the lock box can be wired to the fire alarm monitoring system.

   (Meeting No. 7)
   Doug H. directed Chris H. with VS to provide Sprinkler Shop Drawings to LF, RSM and CE by Thur. 6/4/98.

(16000) Electrical:

1. Switch Gear:

2. Electrical Service:

3. Rough-in:

Progress Meeting Last Arrivee:

Doug H. advised that the last person to arrive at all future project coordination meetings will be required to provide donuts and rolls (and coffee?) for all attendees at the next project coordination meeting.

(Meeting. No. 6)
Doug H. thanked Brett T. with RSM for bringing orange juice and donuts to the meeting and reminded him that he is still required to bring donuts, rolls, OJ, etc. for the next 2 meetings because he was late for Project Coordination meetings 5 & 6 as well.

(Meeting No. 7)
Doug H. advised that since Brett T. with RSM has been late to every meeting thus far that he might as well just plan on bringing donuts and rolls to all future meetings.

Owner Provided Items:

Tom Marsh with ADG to provide shop drawing information for the following owner provided items:

1. Sconce lighting locations.
2. THX speaker layout information including reference dimentions from stud walls & masonry walls.
3. Sound panel drawings for electrical rough-in reference.
4. Screen baffle wall drawings for frame work construction.
5. Projection & sound equipment.
6. Concession stand, information desk BO millwork.
7. Concession stand equipment.
8. Floor tivoli equipment.

(Meeting. No. 6)
Mark J. with CE advised that wall sconce lighting information is required immediately in order not to delay wall sconce electrical rough in work. Tom M. with ADG to provide this information immediately.

(Meeting No. 7)
Doug H. advised that he has repeatedly requested Tom Marsh with ADG to provide Owner Provided Shop Drawing information for the above referenced items.

Mark J. with CE advised that if Shop Drawing information is not provided by Thur. 6/4/98 for the sconce lighting and speaker layout that further rough in for these items will cease on Fri. 6/5/98 until this information is received. Each day of delay in receiving this information will result in 1 day of delay in completing the electrical work. A formal time extension will be requested for each day that this information is not received beyond Fri. 6/5/98.

Job Site Security:

(Meeting No. 7)
Doug H. advised that there has been no further evidence of vandalism since the 4/28/98 incident however all sub-contractors are to be on guard and to be sure that all equipment and material are safely secured.

ADG Response to Project Coordination Meeting Minute Action Items:

Doug H. advised that ADG personnel must diligently respond to all applicable ADG action items by the date required. If ADG is unable to respond by the date required then ADG personnel are to call Doug H. and advise by what date responses will be received.

NEW BUSINESS

No new business items were discussed.

Next Project Coordination Meeting:

The next project coordination meeting is scheduled for 10:00am on Thursday, 6/4/98 at the Arnell-West jobsite trailer. Jobsite address is 15630 Cedar Avenue Apple Valley, Minnesota 55124.

If you have any additions or corrections to the above meeting minutes or due diligence items, please fax them to Doug Holmberg at (612)431-3590 by 4:00pm Wed. 6/3/98

Faxed copy furnished to:

All Attendees and other individuals noted

Doug Holmberg, PE
Arnell-West, Inc.
Phone: (612)431-3590
Mobile: (612)919-4000
Fax: (612)431-3590
Pager: (612)880-6646
Home: (612)774-0935
Web Site Address: www.ivb.com