120507_207 CHANGE RESPONSE t:\12144 state bank of bottineau\5 - supplementary documents\5a - addendums\addendum 3\206 addendum 3 270214.doc

ADDENDUM NOTICE TO CONTRACTORS This Addendum is prepared to supplement information presented in the Drawings and Project Manual dated February 10, 2014 for the above referenced project. All additions, changes, omissions and conditions listed herein shall become an integral part of the Contract Documents.

**PLEASE NOTE: BIDDING LOCATION HAS CHANGED** PROCUREMENT AND CONTRACTING REQUIREMENTS

1. SECTION 00 1113 – ADVERTISEMENT FOR BIDS o Change first paragraph to read as follows:

“Sealed proposals for Construction of an approximately 11,300 square foot new bank facility for the State Bank of Bottineau will be received by the Owner to the attention of Mr. Pat Artz, Bank President at the State Bank of Bottineau, 103 11th St E, Bottineau, ND 58318, until 2:00 PM local time on Tuesday, March 4, 2014. Bids will be opened and read aloud.”

2. SECTION 00 2113 – INSTRUCTIONS TO BIDDERS o Delete paragraph 1.16 A.

The OWNER will be responsible for providing Builder’s Risk Insurance, not the G.C. SPECIFICATIONS

1. SECTION 07 4213 – METAL WALL PANELS o Add attached section in its entirety.

APPROVED EQUALS The following products have been approved for use on this project. All approved products must still meet all product specifications as listed in the product specification section.

Section Material ID or description Basis of Design Approved Equal

08 5200 Wood Windows Marvin Clad Ultimate Casement

Jeld-Wen

09 3000 <CER TILE10,20,21> Ceramica Colli Wow Series by Maline Tile

Timeless by UnicomStarker

DRAWINGS

1. A611 – CASEWORK DETAILS o See attached detail 3.1.

Modified cubby for better constructability. Detail is similar at all cubby locations. 2. A702 – CEILING DETAILS

o See attached detail 3.2. Modified overall wood ceiling dimensions to correspond with standard 8’-0” plank length.

JLG Architects

Eric Hoffer 2705 4th Avenue NW Minot, ND 58703 p. 701.852.4178 f. 701.852.4179 ehoffer@jlgarchitects.com

JLG 12144 - State Bank of Bottineau

RE: addendum 3

Issued: February 27, 2014

Addendum 3

CIVIL ITEMS 1. None

STRUCTURAL ITEMS

1. Masonry veneer lintels shall have a bearing of 1" per foot of span each end, 6" minimum. Lintel angles which have not been shown otherwise to be as follows for each 4" of wall thickness:

o Spans to 4'-0" - 3 1/2" x 3 1/2" x 1/4" angle o 4'-0" to 6'-0" - 4" x 3 1/2" x 1/4" angle o 6'-0" to 8'-0" - 5" x 3 1/2" x 5/16" angle o 8'-0" to 10'-0" - 6"x4"x3/8" angle (L.L.V.)

MECHANICAL ITEMS

1. See attached mechanical addendum

ELECTRICAL ITEMS 1. See attached electrical addendum

ATTACHMENTS

1. SECTION 07 4213 METAL WALL PANELS 2. Drawing 3.1 Modified Cubby Detail 3. Drawing 3.2 Modified wood ceiling detail 4. Mechanical Addendum M2 (8 pages) 5. Electrical Addendum E2 (1 page) 6. Current Plan Holder List

END OF ADDENDUM

State Bank of Bottineau 07 4213 - 1JLG 12144 METAL WALL PANELS

SECTION 07 4213 - METAL WALL PANELS

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Manufactured metal panels for soffits, with related flashings and accessory components.

1.02 RELATED REQUIREMENTS

A. Section 07 9005 - Joint Sealers.

1.03 REFERENCE STANDARDS

A. ASTM B209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2010.

B. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate [Metric];2010.

1.04 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures.

B. Shop Drawings: Indicate dimensions, layout, joints, construction details, methods of anchorage.

C. Samples: Submit two samples of wall panel, 2 inch (50 mm) by 2 inch (50 mm) in size illustrating finishcolor, sheen, and texture.

1.05 QUALITY ASSURANCE

A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in thissection with minimum three years of documented experience.

B. Installer Qualifications: Company specializing in manufacturing the products specified in this sectionwith minimum three years of documented experience.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Protect panels from accelerated weathering by removing or venting sheet plastic shipping wrap.

B. Store prefinished material off ground and protected from weather. Prevent twisting, bending, orabrasion, and provide ventilation to stored materials. Slope metal sheets to ensure drainage.

C. Prevent contact with materials that may cause discoloration or staining of products.

1.07 WARRANTY

A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.

B. Correct defective work within a 25 year period after Substantial Completion for degradation of panelfinish, including color fading caused by exposure to weather.

C. Correct defective Work within a five year period after Substantial Completion, including defects in watertightness and integrity of seals.

State Bank of Bottineau 07 4213 - 2JLG 12144 METAL WALL PANELS

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Manufacturers:1. Centria: www.centria.com.2. Metal Sales Manufacturing Corporation : www.metalsales.us.com.3. Petersen Aluminum Corporation: www.pac-clad.com.4. Substitutions: See Section 01 6000 - Product Requirements.

2.02 MANUFACTURED METAL PANELS

A. Soffit Panel System: Factory fabricated prefinished metal panel system, site assembled.1. Provide soffit panels.2. Design and size components to withstand dead and live loads caused by positive and negative

wind pressure acting normal to plane of wall.3. Design Pressure: In accordance with applicable codes.4. Maximum Allowable Deflection of Panel: 1/90 of span.5. Movement: Accommodate movement within system without damage to components or

deterioration of seals, movement within system; movement between system and perimetercomponents when subject to seasonal temperature cycling; dynamic loading and release of loads;and deflection of structural support framing.

6. Drainage: Provide positive drainage to exterior for moisture entering or condensation occurringwithin panel system.

7. Fabrication: Formed true to shape, accurate in size, square, and free from distortion or defects;pieces of longest practical lengths.

8. Corners: Factory-fabricated in one continuous piece with minimum 18 inch (450 mm) returns.9. Exterior Finish: Panel manufacturer's standard polyvinylidene fluoride (PVDF) coating, top coat

over epoxy primer.10. Exterior Panel Back Coating: Panel manufacturer's standard polyester wash coat.

B. Soffit Panels:1. Basis of Design: PAC-750 fully vented by PAC-CLAD.2. Profile: Style as indicated.3. Panel Width: 12 inches.4. Material: Precoated aluminum sheet, minimum 0.032 inch (0.8 mm) thick.5. Color: As selected by Architect from manufacturer's full line.

C. Internal and External Corners: Same material, thickness, and finish as exterior sheets; profile to suitsystem; shop cut and factory mitered to required angles.

D. Expansion Joints: Same material, thickness and finish as exterior sheets; 22 gage (0.8 mm thick);manufacturer's standard brake formed type, of profile to suit system.

E. Trim: Same material, thickness and finish as exterior sheets; brake formed to required profiles.

F. Anchors: Galvanized steel.

State Bank of Bottineau 07 4213 - 3JLG 12144 METAL WALL PANELS

2.03 MATERIALS

A. Precoated Aluminum Sheet: ASTM B209 (ASTM B209M), 3105 alloy, O temper, smooth surface texture;continuous-coil-coated on exposed surfaces with specified finish coating and on panel back withspecified panel back coating.

2.04 ACCESSORIES

A. Gaskets: Manufacturer's standard type suitable for use with system, permanently resilient.

B. Sealants: As specified in Section 07 9005.

C. Fasteners: Manufacturer's standard type to suit application; with soft neoprene washers, steel, hot dipgalvanized. Fastener cap same color as exterior panel.

D. Bituminous Paint: Asphalt base.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that framing members are ready to receive panels.

3.02 INSTALLATION

A. Install panels on soffits in accordance with manufacturer's instructions.

B. Protect surfaces in contact with cementitious materials and dissimilar metals with bituminous paint.Allow to dry prior to installation.

C. Fasten panels to structural supports; aligned, level, and plumb.

D. Locate joints over supports. Lap panel ends minimum 2 inches (50 mm).

E. Provide expansion joints where indicated.

F. Use concealed fasteners unless otherwise approved by Architect.

G. Seal and place gaskets to prevent weather penetration. Maintain neat appearance.

3.03 TOLERANCES

A. Maximum Offset From True Alignment Between Adjacent Members Butting or In Line: 1/16 inch (1.6mm).

B. Maximum Variation from Plane or Location Indicated on Drawings: 1/4 inch (6 mm).

3.04 CLEANING

A. Remove site cuttings from finish surfaces.

B. Clean and wash prefinished surfaces with mild soap and water; rinse with clean water.

END OF SECTION

MAIN F.F.E.

100' - 0"

3/4" X 3/4" METALREVEALS - TYP

SOLID WD TRIM@ BASE

3/4" WD VENEERPANELS OVER WDFRAMING

3/4"

1/2"

11" 3/4"

1'-1"

1 1/

2"

3/4

"

1/2"

1'-0

1/4

"

1/2"

1 1/

2"

2 1/2"1'-2

"

<QUARTZ PNL-1> OVER1/2" WD VENEER CASEWORK-POLISH ALL EXPOSED FACESOF QUARTZ MATERIAL

<QUARTZ CTOP-1>

NOTE: SHADED AREAS INDICATEQUARTZ PANELS OR COUNTERTOP MATERAL. DETAIL SIMILARAT ALL CUBBY LOCATIONSTHROUGHOUT PROJECT.

EXPOSED FACES & EDGESTO BE STAINED AND FINISHED..

PROJECTDATE

SHEET NO.FROM SHEET NO.

ISSUED FOR:

State Bank of BottineauState Bank of Bottineau

Bottineau, ND

JLG 1214402/27/14

3.1A611

ADDENDUM 3

1" = 1'-0"1

TYPICAL CUBBY DETAIL

TRUSS BEARING

112' - 0"

7A702

3 3/4" 11 7/8" 5'-6 1/4" 11 7/8" 3 3/4"

2'-4"

1'-2

"

3'-6"

1'-3 5/8" 1'-3 5/8" CROWN MOLDING- TO BE STAINED

WD BLOCKING- REF STRUCT

6" MTL STUDS- REF STRUCT

3-5/8" MTL STUDS- REF STRUCT

<GYP BD-1>

<GYP BD-1>

WD CEILINGSYSTEM - REFSPEC

GYB BD WALLBEYOND - TO BEPAINTED

<CLG PNL-30>

33

3/4" 8'-0" 3/4"

PROJECTDATE

SHEET NO.FROM SHEET NO.

ISSUED FOR:

State Bank of BottineauState Bank of Bottineau

Bottineau, ND

JLG 1214402/27/14

3.2A702

ADDENDUM 3

1" = 1'-0"1

MODIFIED WOOD CEILING DETAIL

ADDENDUM #M-2

Page 1 of 3

February 27, 2014

State Bank of BottineauBottineau, North DakotaProject No. 13043

PRAIRIE ENGINEERING, P.C.1905 17TH ST SEMINOT, NORTH DAKOTA

THIS ADDENDUM SHALL BECOME A PART OF THE PLANS AND SPECIFICATIONS AND ITSRECEIPT SHALL BE NOTED ON THE BID FORM.

ATTACHMENTS: This Addendum includes the following attached Drawings:

1. ADD M2.12. ADD M2.23. ADD M2.34. ADD M2.45. ADD M2.5

ITEM #1. MECHANICAL DRAWING CLARIFICATION

A. The M.C. shall identify each piping system and assure cross connections between differentsystems are not allowed. This applies to connections from one side of a similar system to theother side causing a short cycle.

ITEM #2. GLYCOL CLARIFICATION

A. The hot-water heating system fluid shall be a minimum 25 percent propylene glycol for freezeprotection to 13°F.

B. The Geothermal Heat Pump system fluid shall be a minimum 25 percent propylene glycol forfreeze protection to 13°F.

C. Glycol Basis for design: Dow Chemical Dowfrost Propylene Glycol.

ITEM #3. REVERSE OSMOSIS WATER SYSTEM

A. The Mechanical Contractor shall provide a Culligan Model AC-30 Reverse Osmosis Systemwith a 25 Gallon Storage Tank. Storage Tank shall be compatible for use with ReverseOsmosis water systems.

B. The Reverse Osmosis System and Storage Tank shall be installed on a G.C. provided 4”concrete pad. Coordinate the size and location of the 4” concrete pad with the G.C.

State Bank of Bottineau Addendum M-2Bottineau, North Dakota February 27, 2014Project No. 13043

Page 2 of 3

ITEM #4. WATER SOFTENER WATER SYSTEM

A. The Mechanical Contractor shall provide a Culligan Model HCE-120-2 water softener systemwith a 24”X5” Brine Tank.

B. The Water Softener Water System with Brine Tank shall be installed on a G.C. provided 4”concrete pad. Coordinate the size and location of the 4” concrete pad with the G.C.

ITEM #5. PROVIDE 2” FLOOR DRAIN IN MEN 110, WOMEN 11, MEN 118, WOMEN 119,WOMEN 131 & MEN 133

A. Provide 2” floor drains in all toilet rooms. Provide a 2” waste drain with p-trap from floordrains to the closest waste drain of adequate size. Provide a 1 ½” vent pipe serving the floordrain waste pipe to the closest vent pipe of adequate size. See attached drawings.

ITEM #6. CONDENSATE DRAIN PIPING

A. Tie the Main floor west side heat pump condensate drain in the tail piece of the lavatory locatedin Men 133. See attached drawings.

ITEM #7. STORM SEWER CONNECTION CLARIFICATION

A. The 6” RC piping shall be moved to the North mechanical chase. The normal RC pipe shall beran to below grade and extend 5’-0” outside of the building line. See attached drawings.

B. Change the sump drain and vent pipe as shown on the attached drawings.

ITEM #8. IT SERVER ROOM 009 HEAT PUMP CHANGE

A. Heat Pump 2/HP024 shall be increase in sized to a size 030 Water to Air Heat Pump with labelchanged to 2/HP030.

B. Provide 1” HPS and 1” HPR to 2/HP030. Change ductwork size and increase air flow to thediffusers as indicated on the attached drawings.

ITEM #9. TYPE “J” GRILLE CHANGE

A. Change all 22”X22” Type “J” return air grilles to Price model 530FF filter grilles.

ITEM #10. GEOTHERMAL SYSTEM SECTION 232200 SITE CONDITIONS PARAGRAPHCLARIFICATION

A. The following geological information is provided to the drilling contractor as a general guide asto what may be found in the bore holes, actual conditions will vary. This information wasgathered from the ND State Water Commission Mapservice website.

a) 0-18 feet - yellow clay

State Bank of Bottineau Addendum M-2Bottineau, North Dakota February 27, 2014Project No. 13043

Page 3 of 3

b) 18-120 feet – silty sandy clayc) 120-205 feet - clay

B. Geothermal Well location: Bottineau County, SW 1/4 SW ¼ NE ¼ Sec. 25 Twp. 162 N. Rg 76W.

CONTINGENT UPON MEETING ALL SPECIFICATIONS, FOLLOWING ITEMS AREACCEPTABLE FOR BIDDING:

Paragraph Item238100 Water to Air Heat Pumps by York/JCI238100 Water to Water Heat Pumps by York/JCI

2"ø WFRWFS

M.C. TO EXTEND 4" BUILDING WASTE DRAIN 5-0" OUTSIDE OFTHE BUILDING LINE. G.C. TO EXTEND TO SAN. SEWER.

PROVIDE 5'-0" MIN. OF EARTH COVER. COORDINATE INVERT &ALIGNMENT WITH G.C.

4"ø

11/

2"ø

SAN CW

M.C. TO EXTEND 1 1/2" CW DOMESTIC WATER SUPPLY 5'-0" OUTSIDE OFTHE BUIDNG LINE. G.C. TO EXTEND TO WATER MAIN. PROVIDE 8'-0" MIN.OF EARTH COVER. COORDINATE PIPE ELEVATION & ALIGNMENT WITHG.C.

RC

6"ø

M.C. TO EXTEND 6" RC PIPE 5'-0" OUTSIDE OF THE BUIDNG LINE. G.C.TO EXTEND TO STORM SEWER. PROVIDE 5'-0" MIN. OF EARTHCOVER. COORDINATE PIPE ELEVATION & ALIGNMENT WITH G.C.

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1

1/8" = 1'-0"1 MECHANICAL SITE PLAN (ADD M-2)

1/WTW060

6" RC UP

P-7

P-2P-1

HPRHPR

CW

CWCW

CW

HWRHWS

HPSHPR

HWRHWS

HPR

HPS

HWSHWR

HPS

HPR

VT

VT

VT

VT

HPR HPS

CWHW

SANSANSAN

SAN

SAN

SAN

CW

HW

CW

VT

VT

RHW

RO HPRHPSCWHW

CW

RO

ROHPRHWSHWR

HPS

SAN

HPSHPR HPS

HPRRO

CW

CW

HW

WH-1P-8

HPRHPR

1 1/2"ø

1 1/2"ø1/2"ø

1/2"

ø

1"ø 1"ø

3"ø3"ø

1 1/4"ø1 1/4"ø

3/4"ø3/4"ø

1 1/4"ø1 1/4"ø

WATER METER. PROVIDEBALL VALVES & UNION ONEACH SIDE OF METER1 1/2" CW WATER SUPPLY

1/2"ø

1/2"ø

1/2"ø

1/2"ø

SURGETANK

2/HP030

ET-3

ET-1 ET-2

M.C. SHALL PROVIDE ACULLIGAN MDL. HCE-120-2WATER SOFTNER SYSTEM

M.C. SHALL PROVIDE A CULLIGAN MDL.AC-30 REVERSE OSMOSIS SYSTEM

WITH 25 GALLON STORAGE TANK.

3/4"ø

1 1/4"ø1 1/4"ø

3/4"

ø

11/

4"ø

11/

4"ø

11/

4"ø

11/

4"ø

3"ø

3"ø

3"ø

2"ø3/4"ø

3/4"

ø 3/4"

ø

21/

2"ø

21/

2"ø

3/4"ø3/4"ø 1"ø

1"ø

1/2"ø1/2"ø

3"ø

3"ø

3"ø

3"ø

3"ø

3"ø

3"ø

1/2"ø

3"ø

3"ø

3"ø

3/4"ø 3/4"ø1"ø 1 1/4"ø1"ø

1"ø1/2"ø

005

009

010

011

002

1 1/2"ø

2" F.D.

2" F.D.

2" F.D.

2" F.D.2" F.D.

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2

1/4" = 1'-0"1

PARTIAL LOWER LEVEL PIPING PLAN(ADD M-2)

5/HP024

6/HP030

7/HP0098/HP036 9/HP009

10/HP018

15/HP00614/HP018

13/HP03012/HP018

11/HP024

COND COND CONDCOND

CO

ND

CO

ND

COND

COND CONDCOND

HPS

HPSHPR

HPSHPR

HPR

HPS

HPS

3/4"ø

3/4"

ø

3/4"

ø3/

4"ø

1/2"ø

1/2"ø

VTHW

CWRHW

CWHW

RHWCW

HWVT

HW

CW

RH

W

1/2"ø1"ø

3/4"ø 2"ø

1"ø

3/4"ø4" VTR

3" VTR2"ø

VT

FPH-13/4" CW

HPR

FPH-13/4" CW

1"ø1"ø

3/4"

ø

3/4"ø 3/4"ø

3/4"

ø3/4"ø

3/4"ø

3/4"ø3/4"ø

3/4"

ø3/

4"ø

1"ø1"ø

3/4"

ø3/

4"ø

1 1/4"ø1 1/4"ø

1/2"ø1/2"ø

1/2"ø 1/2"ø1"ø1"ø

21/

2"ø

11/

4"ø

1"ø1"ø

11/

2"ø

21/

2"ø

2 1/2"ø3/4"ø3/4"ø

3/4"ø 3/4"ø 3/4"ø

3/4"

ø

3/4"

ø

3/4"

ø

2 1/2"ø

11/

4"ø

1 1/4"ø 1"ø

6" RD-16" RD-2

1/2"ø 1/2"ø

1/2"

ø

RO RO

RO

L-1 WC-1

S-2

S-2S-2

WC-1

L-1

WC-1WC-1

L-1S-1

MS-1

S-2

L-1

3/4"ø3/4"ø3/4"ø

EWC-1

11/

2"ø

3/4"ø

1/2" CWDROP

1-1/2" SANITARY,1-1/2" VT FOR

EWC-1

3" SUMP DRAIN DOWNSPOUTNOZZLE 12" AFG

3" SUMP VT FRESH AIR FITTING24" AFG

104

103

124

116A 116B

117

126

125

123 122121

120119

118

128

127

129130132

133 131

136

137 135

134

6" RC DOWNSPOUTNOZZLE 12" AFG

2" F.D.

2" F.D.

2" F.D.

TIE DRAIN INTO TAILPIECE OF LAV DRAIN

2" F.D.

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1/8" = 1'-0"1 MAIN LEVEL PIPING PLAN (ADD M-2)

D175 CFM

D175 CFM

D200 CFM

18"x10"

6"x6"

6"x6"

8"x8

"

8"x8

"

8"x8

"8"

x8"

6"x4"

8"x1

0"

10"x10"

6"x8"

6"x8"

12"x10"

12"x10"

1/HP018

60 CFM

G12"X6"

L12"X6

"

B250 CFM B

250 CFM

B250 CFM

B250 CFM

J22"X22"

14"x10"

12"x10"8"x8"

8"x8"

8"x8" 8"x8"

18"x10"

5"x5" 8"x6"

5"x5"

8"x6

"

8"x8

"10

"x6"

8"x8

"

8"x6"

B150 CFM

F6"X6"

F6"X6"

2/HP030

4/HP018

B150 CFM

B150 CFM

K12"X12"

K12"X12"

8"x6"

150 CFM

150 CFM

8"x6"

8"x6"

10"x8"

12"x10"

10"x10"

10"x8"

10"x8"10"x8"

12"x

10" I

16"X16"6"x4"

50 CFM

I16"X16"

6"x4

"

8"x6"

8"x6

"

10"x10"50 CFM

3/HP018

12"x10"

I12"X12"I

12"X12"

50 CFM

M12"X12"

M12"X12"

10"x8"

B150 CFM B

150 CFM

12"x10"

10"x10"10"x8"

6"x6"

75 CFM75 CFM

GENERAL NOTES:1. PROVIDE TURNING VANES IN ALL 90 DEG. ELBOWS.2. PROVIDE HIGH EFFICIENCY TAKE-OFF ON ALL BRANCH DUCTS.

008

007

006005

002

012

010

001

004003

011

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Page 1 of 1

ADDENDUM E-2

February 27, 2014State Bank of BottineauBottineau, North DakotaProject #13043

PRAIRIE ENGINEERING, P.C.1905 17th Street SEMINOT, NORTH DAKOTA

THIS ADDENDUM SHALL BECOME A PART OF THE PLANS ANDSPECIFICATIONS AND ITS RECEIPT SHALL BE NOTED ON THE BID FORM.

SPECIFICATION ITEM#1. Section 270528 Voice/Data Rough-In

A. Delete Paragraph 1.1-B2

SPECIFICATION ITEM#2. Section 274133 TV Signal Cabling

A. 1.1-C Description of system: They system shall have the capability todistribution signals supplied by the local cable company ONLY.

B. Delete 2.2; 2.3; 2.6; and 2.7.

C. Part 3: Clarification: Installation shall be a home run cable from each locationback to the demark point where splitters shall be provided to distribute theserving utility’s signal.

ADDENDUM E1 CLARIFICATION: There are two separate PA systems in the building. TheConference room system and the Lobby System.

A. The conference room system shall not use the specified amplifier. Instead itshall use an Atlas Sound Model #PA1001G mounted to the projector mountingrod and taking input from the projector sound output. A secondary input toamplifier shall be the 1/8” phone jack in the cabinet (no RCA).

B. The Lobby system shall incorporate the specified amplifier located in the ITRoom. A remote source jack (1/8” phone) and a remote volume control shall bemounted on the column behind the teller line, adjacent the DMX lightingcontroller.

DRAWING ITEM #1. Include in price of electrical contract for removal of existing overheadservice lateral and utility pole that feeds the existing building. Otter Tail Power Company willremove pole and service lateral, electrical contractor shall include this cost in electrical bid.Contact Otter Tail Power Company for costs associated with removal of these items.

Printed: 2/27/2014

Plan Holders List PROJECT: JLG 12144 - State Bank of Bottineau

Owner Name: Pat Artz

Contractor Contract: Single or Multi-Prime

Bids Due (date/time): March 4th @ 2:00pm

Bids Due Location: 103 11th St E, Bottineau, ND

58318

PreBid WalkThru: None

Notice for Bids:

Mailed By:

Printed By:

Refundable Deposit: 250.00$

OWNER

State Bank of Bottineau Pat Artz x 2 2-12-14

ARCHITECT

JLG Architects Eric Hoffer 2705 4th ave NW Minot ND 58703 701-837-0302 701-852-4179 ehoffer@jlgarchitects.com 1 2-12-14

CONSULTANTS

civil Wold Engineering Matt Johnson

915 11th St E

Bottineau, ND 58318 701-228-2292 701-228-3938 mattj@woldengr.com x 1 2-12-14

mechanical Prairie Engineering Tony Benham

1905 17th St SE

Minot, ND 58701 701-852-6363 701-839-7085 tbenham@prengr.net x 1 2-12-14

structural CW Structural Mike Bentz

1000 E. Calgary Ave. Suite 2

Bismarck, ND 58503 701-204-0574 mikebentz@cwstructural.net x 1 2-12-14

electrical Prairie Engineering Bradly Gulbranson

1906 17th St SE

Minot, ND 58701 701-852-6363 701-839-7086 bgulbranson@prengr.net x 1 2-12-14

CITY

City of Bottineau Clayton Parrill (building inspector) 1 2-25-14

CITY EXCHANGES

Bismark/Mandan bis_manbe@midconetwork.com x

Fargo/Moorehead info@fmbx.org x

Grand Forks planroom@bntgf.com x

Minot mbe1@srt.com x 1 2-12-14

Sioux Falls, SD info@plainsbuilders.com x

Minneapolis/St Paul rh@mbex.org xWilliston willistonbuildersexchange@gmail.com xRapid City, SD cic@constructionindustrycenter.com x

Dickinson team@dickinsonchamber.org x

ADDITIONAL EXCHANGES

McGraw Hill joanna_dahn@mcgraw-hill.com x

Reed Construction rcdcentralnews@reedbusiness.com x

GENERAL

David Parrill Construction David Parrill PO Box 347, Bottineau ND 58318 520-870-4514 dparrillconstruction@yahoo.com x 1 2-12-14

Northwest Contracting, Inc Wayne Doln 701-255-7727 wayne@northwestcontracting.com x 1 2-12-14

Boondocks Construction Adam Norling 218-689-1299 adam.con@hotmail.com x

OutContact# Drawing

Set (Full)E-mailAddress

Electronic/

FTP OnlyPhone Fax InPlanholders

Printed: 2/27/2014

OutContact# Drawing

Set (Full)E-mailAddress

Electronic/

FTP OnlyPhone Fax InPlanholders

Mike Swanson Mike Swanson 701-208-0705 mscscouts@hotmail.com x 1 2-14-14

Mattson Construction Jerome Gruenberg 701-852-3293 jerome@projectdelivery.com x

Rolac Construction Brian LaCount (701) 839-6525 brianl@rolac-nd.com x

Comstock Construction Chad Mack 4511 15th Ave N, Fargo ND, 58102 701.277.3274 701-277-3256 CMack@comstockconst.com x 1 2-14-14

Pro-Mark Services Mandy Grant 45 21st ave E, Suite C 701-356-2618 701-356-2619 Mandy@pro-markservicesinc.com x

Hight Construction Jay Hight PO Box 458, Minot ND 58702-5819 701-839-5819 1 2-18-14 2-26-14

First Dakota Enterprises Jedrey Baumann

1223 Sale Barn Road, PO Box 910,

Fort Pierre, SD 57532 605-223-9600 605-223-9511jedrey.baumann@firstdakotaenterprise

s.com x

T and J Plumbing Paul Milbrath 228-3994 tjplumbingbotno@hotmail.com x

Bottineau Plumbing and Heating Donn Peck 228-2333 botnoplumbing@live.com x 1 2-24-14

Metigoshe Refrigeration Dean Oakland 263-5408 log@srt.com x

Mowbray and Son Travis Mowbray 701-852-1491 travism@mowbrayandson.com x

Minot Plumbing/Heating Dean Eman 701-838-8612 plumberdean@srt.com x

C&C Plumbing Jamie Latch 701-852-8464 ccplumb@srt.com x

FD Walsh's inc Debra Walsh

9976 County Road 49

Bottineau, ND 58318 701-228-3525 701-228-3525 fdwalsh52@yahoo.com x 1 2-13-14

M.K. Electric Mike Foster 316 8th St E, Bottineau, ND 58318 701-228-3254 mkelect@utma.com x 1 2-18-14

Home and Electric Solutions Karsten Bartsch 871-0668homeandelectricsolutions@hotmail.co

m x

Electric Solutions Chris Bristol 263-1548 cbristol@utma.com x

R and D Electric Dwight Tolstad 263-7015 dtolstad@srt.com x

Wheeler Contracting Kevin Wheeler 321 66th Ave SW, Minot, ND 58701 (701) 852-5584 wheconkjw@srt.com 1 2-14-14

Outdoor Designs Brian Glintz 263-7168 or 7070 brianglintz@hotmail.com x

EllieAnn's Susan Brandlord 228-2728 eaid@utma.com x

St. Michaels Furniture Evan St. Michel 228-2208 stmichel@utma.com x

Troy Olson Troy Olson 228-2019 trecinc@yahoo.com x

Mikkelsen Aggregate Monte Mikkelsen 228-2233 mikkagg@utma.com x

Indigo Sign Co. 852-0331 nathan.helm@indigosignworks.com x

Northern Exposure Lois Raymo 228-2343 norexp@utma.com x

Bottineau Lumber Gayle College 228-3172 gcollege@min.midco.net x

Whetter Construction Joe Whetter 228-3416 whettmas@utma.com x

Lynnes Construction John Lynnes 201-1113 24@min.midco.net x

Joe Grandbois Joe Grandbois 228-4444 grandbois50@live.com x

Profession Concrete Services Bruce Bullinger 228-2454 bruce@pcs-nd.com x

Commercial Glass Todd 701-340-8728 cgsminot@srt.com x

Pecks Spray Foam Rob Peck 701-201-0015 peck@srt.com x

TOTAL SETS PRINTED 18

MECHANICAL

ELECTRICAL

SUB CONTRACTORS / SUPPLIERS