ADDENDUM 1 PHASE III ADDITION WHITE EARTH … Addendum_1.pdf · PHASE III ADDITION WHITE EARTH...

ADDENDUM 1

PHASE III ADDITION WHITE EARTH TRIBAL AND COMMUNITY COLLEGE 2250 COLLEGE RD MAHNOMEN, MN 56557 DATE OF ISSUE: JULY 2, 2015 DATE OF BID OPENING: JULY 14, 2015 @ 2:00 pm Notice to all known Planholders and Bidders: This addendum is issued by the Architect/Engineer to all known individuals, firms or corporations who have obtained or received drawings and specifications for the above referenced project. THIS ADDENDUM SHALL BE MADE A PART OF THE CONTRACT PLANS AND SPECIFICATIONS. BIDDERS SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE APPROPRIATE SPACE PROVIDED ON THE BID FORM. ARTEKTA Inc. DARYL BACHMEIER, AIA SEE OBERMILLER NELSON ENGINEERING ADDENDUM M1 ATTACHED. SEE VAREBERG ENGINEERING ADDENDUM E1 ATTACHED. CHANGES or CLARIFICATIONS TO PROCUREMENT REQUIREMENTS (DIVISION 00): 1. SECTION 00 01 00 ADVERTISEMENT FOR BIDS

A. Bid date shall be moved back one week to Thursday, July 14, 2015 at 2:00 pm in lieu of Thursday, July 7, 2015 at 2:00 pm. The location shall remain the same.

2. PLANHOLDERS LIST – Updated and Attached.

CHANGES or CLARIFICATIONS TO GENERAL REQUIREMENTS (DIVISION 01): 1. SECTION 01 21 00 ALLOWANCES – added and attached. 2. SECTION 01 40 00 QUALITY REQUIREMENTS – Subparagraph 1.6 Quality Control: All testing

is assigned to Contractor. CHANGES or CLARIFICATIONS TO SPECIFICATIONS – GENERAL (DIVISION 02-12, 31-33): 1. SECTION 02 00 00 EXISTING CONDITIONS – added and attached. 2. SECTION 02 32 00 GEOTECHNICAL INVESTIGATION – information available from directly-

adjacent previous projects on our website: www.artekta.com “Public Documents”: Phase 1 Environmental Site Assessment of 08/28/2006 and Phase 2 Geotechnical Investigation Report of 11/24/2010.

3. SECTION 06 10 00 ROUGH CARPENTRY – add Subparagraph: “2.4 Plywood Sheathing: A. Wall Sheathing: Exposure 1, Structural 1 sheathing, 1/2” CDX meeting span rating 24” minimum, performance grade 7/16” minimum. B. Soffit Sheathing: Exterior sheathing, 5/8” A/C with battens and continuous metal vent.”

4. SECTION 06 40 00 ARCHITECTURAL WOODWORK – added and attached. 5. SECTION 07 41 13 METAL ROOF PANELS, Subparagraph 1.3.B.1 Revise to read as follows:

“Roofing contractor to accept responsibility for all tie-in areas to adjacent existing work” in lieu of “Previous Phase roofing contractor will be the only contractor considered for this Work”.

6. SECTION 07 41 13 METAL ROOF PANELS, Subparagraph 1.8 WARRANTY REQUIREMENTS – Replace with the following: “A. Comply with all warranty procedures required by manufacturer, including notifications, scheduling, and inspections.

http://www.artekta.com/

B. Manufacturer’s warranty is in addition to, and not a limitation of, other rights the owner may have under the contract documents. C. Warranty: Manufacturer’s Limited Warranty covering roof panels, associated metal components, and accessories, covering weather tightness, finish, materials, labor, and workmanship.

1. Limit of Liability: No dollar limitation. 2. Scope of Coverage: Repair leaks in the roofing system caused by:

a. Ordinary wear and tear of the elements. b. Manufacturing defect in materials. c. Defective workmanship used to install these materials. d. Damage due to winds up to 55 mph.

D. Painted Finish Warranty: Provide Firestone standard Red Shield non-prorated warranty (or similar of other manufacturers) covering durability of painted finish, to include film integrity, color change, fading, and chalking, unless otherwise indicated below.

1. Warranty Period: 35 years commencing on date of substantial completion. 2. Firestone Standard Color “Regal Red” (or similar of other manufacturers): Warranted

against color change or fading for a maximum period of ten (10) years.” 5. SECTION 07 41 13 METAL ROOF PANELS, Subparagraph 2.4 FINISHES – Replace with the

following: “A. Fluoropolymer Coating: 70 percent full strength Kynar 500/Hylar 5000.

1. Exposed Surface: 1.0 mil (0.25 mm) plus/minus 0.1 mil (0.025 mm) total dry film thickness.

2. Concealed Surface: 0.2 to 0.3 mils (0.05 to 0.08 mm) total dry film thickness. 3. Color: To be selected from manufacturer’s standard and premium colors, to match

existing. 4. Provide factory applied strippable plastic film for protection during fabrication and

installation.” 6. SECTION 31 37 00 RIP RAP – added and attached. CHANGES or CLARIFICATIONS TO DRAWINGS 1. See attached Supplemental Drawings A201, A401, A601, A701 2. A201: Add low roof access door #202 – see schedule 3. A401: EISF, motif & all related work deleted, In lieu provide siding panels as shown. 4. A601: Add Access Door 202 to schedule. Note change of WD-1 doors to WD-2 (with glazing) 5. A701: Add locks to ALL casework throughout entire project as shown by illustration (see spec).

PRIOR APPROVALS: The following products have been approved as acceptable contingent upon compliance with the specifi-cations, drawings, along with acceptable installation.

DIVISION ITEM APPROVED

09 51 00 Acoustical Panels USG Eclipse w/ Shadowline Edge 09 51 00 Suspension System USG Donn Brand DX/DXL

ATTACHMENTS: Obermiller Nelson Engineering Addendum M1 4 pages Vareberg Engineering Addendum E1 4 pages Planholders List - 1 page SECTION 01 21 00 ALLOWANCES 1 page SECTION 02 00 00 EXISTING CONDITIONS 3 pages SECTION 06 40 00 ARCHITECTURAL WOODWORK 3 pages SECTION 31 37 00 RIP RAP 2 pages SUPPLEMENTAL DRAWINGS A201, A401, A601, A701 4 pages

Total attached - 22 pages

END OF ADDENDUM 1 COVER

ADDENDUM – M1 Date July 1st, 2015

Project Name White Earth Community College Phase 3

Project Location Mahnomen, Minnesota

NOTICE TO BIDDERS: This Addendum is prepared to supplement information presented in the Drawings and Project Manual for

the above referenced project. All additions, changes, omissions and conditions listed herein shall become an integral part of the

Contract Documents.

DRAWINGS/NOTES ITEM NO. 1ITEM NO. 1ITEM NO. 1ITEM NO. 1 Boiler flue vent and intake revisions

A. Please see attached partially revised drawings M401, M402, and M501 for revised boiler flue

vent and intake sizing.

ITEM NO. 2ITEM NO. 2ITEM NO. 2ITEM NO. 2 Humidifier Controls

A. In addition to the factory humidifier controls, the temperature controls contractor shall provide

a monitored space humidistat. Provide all wiring back to the humidifier as required.

PRIOR APPROVALS

END OF ADDENDUM

Section Description of Equipment Approved Manufacturer

230600 Sealed Combustion Hot Water Boilers Lochinvar Power Fin

230600 Boiler Venting Security Secure Seal

230700 Suspended Unit Heaters and Cabinet Unit Heaters Sterling

Sheet Number:

File Name:

Project No. :

Checked By :

Drawn By :

Project Information:

JAF

DLV

2014263

Date : 7-2-14

2015085-M401.dwg

Mahnomen, MN

Project Name:

Project Location:

This drawing is copyrighted and shall not bereproduced without Engineer's written permission.

© 2015, Obermiller Nelson Engineering , Inc.

Phase 3 AdditionWhite Earth Tribal and

Community College

Revision Number:

Revision:

ARTEKTA ARCHITECTS406 N. BROADWAYFARGO, ND, 58102

701.526.3693

Architect:

EN

Sheet Number:

File Name:

Project No. :

Checked By :

Drawn By :


JAF

DLV

2014263

Date : 7-2-14

2015085-M402.dwg

Mahnomen, MN

Project Name:

Project Location:




Community College

Revision Number:

Revision:


701.526.3693

Architect:

EN

Sheet Number:

File Name:

Project No. :

Checked By :

Drawn By :


JAF

DLV

2014263

Date : 7-2-14

2015085-M501.dwg

Mahnomen, MN

Project Name:

Project Location:




Community College

Revision Number:

Revision:


701.526.3693

Architect:

EN

Phase III Addition White Earth Tribal and Community College White Earth, Minnesota VE #15023

VAREBERG ENGINEERING, LTD. CONSULTING ENGINEERS

1331 32ND Avenue South Fargo, ND 58103 Phone (701)234-0926 Fax (701)234-0576

PHASE III ADDITION White Earth Tribal and Community College White Earth, Minnesota ADDENDUM E1 SPECIFICATION CHANGES:

NONE

DRAWING CHANGES:

A. SHEET E001

1. Electrical Notes: Revise Note #1 to read, “ROUTE NEW CABLES FOR FIRE ALARM DATA/TELEPHONE, CARD ACCESS & VIDEO SECURITY SYSTEMS TO EXISTING SERVER ROOM VIA EXISTING UNDERGROUND CONDUITS.”

2. Electrical Notes: Revise Note #2 to read, “INTERCEPT EXISTING UNDERGROUND DATA CONDUIT AND EXTEND TO NEW DATA ROOM.”.

3. Electrical Notes: Revise Note #4 to be Note #3. 4. Drawing 1/E001: Revise routing of data conduits as shown on attached Drawing ES.02.

B. SHEET E100

1. Drawing 1/E100: Adjust location of light switch in Room #154a to be on southeast corner of the room. See Architectural Sheet SD-01 for updated background.

2. Drawing 1/E100: Revise location of photocell to be on north side of building.

C. SHEET E200

1. Drawing 1/E200: Add GFCI double duplex receptacle over the counter in Room #154. Connect to circuit LP4A-50.

2. Drawing 1/E200: Revise Room #183 (Distance Learning) as shown on attached Drawing ES01.

D. SHEET E400

1. Light Fixture Schedule: Revise Type ‘E1’ fixture remarks to read, “SINGLE FACE DIE CAST EXIT LIGHTS…”

2. Light Fixture Schedule: Revise Type ‘E2’ fixture remarks to read, “DOUBLE FACE DIE CAST EXIT LIGHTS…”

3. Light Fixture Schedule: Delete Type ‘P1’ fixture. 4. Light Fixture Schedule: Revise Type ‘R1’ fixture mounting to ‘RECESSED’. 5. Light Fixture Schedule: Delete Type ‘ZL2’ fixture. 6. Light Fixture Schedule: Revise Type ‘UC4’ fixture to “CATALOG #VCL-4-LD4-35-A12125-

ED-UNV; UNDERCABINET MOUNTING; 120V; LED; 9.1W; 800 LUMENS; 4’ UNDERCABINET LIGHT FIXTURE”.

7. Light Fixture Schedule: Revise Type ‘ZL1’ fixture mounting to ‘SURFACE’.

Phase III Addition White Earth Tribal and Community College White Earth, Minnesota VE #15023

VAREBERG ENGINEERING, LTD. CONSULTING ENGINEERS

1331 32ND Avenue South Fargo, ND 58103 Phone (701)234-0926 Fax (701)234-0576

E. SHEET E400

1. Drawing 1/E400: Add circuit LP4A-59 for floorboxes in Room #182 to Panel Schedule.

F. SHEET E500

1. Drawing 6/E500: Revise MPS-2 label to “TVSS”.

PRIOR APPROVALS:

This product has been approved as acceptable contingent upon compliance with the specifications and drawings, and acceptable installation. Contractor may consider quotation from same in preparing their bid proposals:

DIVISION ITEM APPROVED

26 5100 Light Fixtures Type ‘A1’ Daybrite, Columbia Type ‘B1’ Alera Type ‘C1’ Daybrite, Columbia Type ‘E1’ Evenlite, Mule Lighting, Emergilite Type ‘E2’ Evenlite, Mule Lighting, Emergilite Type ‘EM’ Envoy, Dual-Lite Type ‘EM1’ Lithonia Type ‘EM2’ Lithonia Type ‘M1’ Columbia Type ‘R1’ Gotham, Prescolite Type ‘R2’ Elite Type ‘UC3’ Philips Daybrite Type ‘UC4’ Lithonia, Cooper, Philps Daybrite Type ‘ZL1’ Lithonia, Philips Daybrite, Columbia Type ‘BB1’ Lithonia, Philips, Spaulding Type ‘DD1’’ Presolite Type ‘DD1’’ Dual-Lite 27 1500 Communications Horizontal Cabling UTP Cable Hitachi UTP Cable Hardware Signamax

END OF ADDENDUM E1

Plan Organization Scope Street Address City State Zip Code Telephone # Fax # Email1 Lisa McArthur-White Earth Tribal Finance 35500 Eagle View Road Ogema MN 56569 218-983-4645 218-983-3709 [email protected] Deb McArthur, Director of Projects -WETCC Owner 102 3rd St. NE, PO Box 478 Mahnomen MN 56557 [email protected] Katherine Warren - White Earth Zoning 35500 Eagle View Rd White Earth MN 56591 [email protected] Monica Hedstrom - Director of Natural Resources 216 North Main Street Mahnomen MN 56557 [email protected] Gary Marshall - White Earth Builders Owner Rep. 3282 US Hwy 59, Ste. 40 Waubun MN 56589 [email protected] ARTEKTA Architect 406 N. Broadway Fargo ND 58102 701-526-3693 701-526-3694 [email protected] Obermiller Nelson Engineering Civil & Mechanical Engineer 2201 12th St. N., Ste. E Fargo ND 58102 [email protected]; [email protected] Liberty Structural Consultants Structural Engineer 417 Main Ave. Ste. 210 Fargo ND 58102 [email protected] Vareberg Engineering Electrical Engineer 1331 32nd Avenue South Fargo ND 58103 701-234-0926 701-234-0576 [email protected]

PLAN ROOMS:F-M Builders Exchange Plan Room 1010 Page Dr Fargo ND 58103 701-237-6772 701-222-1653 [email protected]

Grand Forks Builders Exchange Plan Room 523 Demers Ave Grand Forks ND 58201 701-772-7798 701-772-0387 [email protected]

Minneapolis Builders Exchange Plan Room 1123 Glenwood Ave Minneapolis MN 55405 612-381-2620 612-381-2621 [email protected]

McGraw Hill Construction/ Dodge SCAN Plan Room 4530 W 77th Street, Suite 350 Edina MN 55435 952-831-5700 [email protected]

CMD Plan Room 30 Technology Parkway South, Suite 500 Norcross GA 30092 800-699-8640 [email protected]

St. Cloud Builders Exchange Plan Room 110 - 6th Avenue South St. Cloud MN 56301 320-252-5832 320-251-0081 [email protected]

MEDA Minority Plan Room Plan Room 250 Second Ave. South, Suite 106 Minneapolis MN 55401 612-332-6332 612-317-1002 [email protected]

Duluth Builders Exchange Plan Room 802 Garfield Ave Duluth MN 55802 218-722-2836 218-722-2626 [email protected]

Hibbing Builders Excahnge Plan Room 211 East Howard Street Hibbing MN 55746 218-262-3895 218-262-3897 [email protected]

ISQFT Plan Room 2781 Freeway Blvd Suite 100 Brooklyn Center MN 55430 [email protected]

ISqFt of North Dakota Plan Room 4500 Lake Forest Dr, Ste. 502 Cincinnati OH 45242 800-364-2059 866-570-8187 [email protected]

Minot Builders Exchange Plan Room 2424 Burdick Expressway East Minot ND 58701 701-838-5353 701-839-0638Construction Plans Exchange Plan Room 215 Airport Rd Bismarck ND 58504 701-258-4215 701-258-1391 [email protected]

Sioux Falls Builders Exchange Plan Room 1418 C Avenue Sioux Falls SD 57104 605-357-8687 605-357-8566 [email protected]

10 Malstrom Electric Contractor 12375 County Hwy 17 Detroit Lakes MN 56501 218-847-3132 [email protected]

11 Gordon Construction of Mahnomen, Inc. Contractor 2222 270th Ave. Mahnomen MN 56557 218-935-2191 [email protected]

12 Roers Construction Contractor 200 45th St. S. Fargo ND 58103 701-356-5050 701-282-212113 Lee Jones & Son Contractor 2900 Fiechtner Dr. S. Fargo ND 58103 701-293-1845 701-293-842414 Vercon, Inc. Contractor 45 11th Street SE Menahga MN 5646415 Grotberg Electric Inc. Contractor 1049 5th Ave. NE West Fargo ND 58078 701-373-0663 701-373-066416 Peterson Sheet Metal Contractor 3728 Bemidji Ave N Bemidji MN 56601 218-751-4502 218-444-450517 Climate Makers Contractor 11075 Thiesse Raod Brainerd MN 56401

Online Viewers:Bear Claw Construction Management, LLC Contractor 100 E. 7th Street, Ste. 300 Kansas City MO 64106 816-659-9115 x208 816-659-9119 [email protected]

Wiebolt Electric, Inc. Contractor 3481 Laurel Dr NW #1 Bemidji MN 56601 218-444-9473 218-444-9985 [email protected]

Balzum Construction, Inc. Contractor 1973 263rd St. Ada MN 56510 218-784-3151 [email protected]

Berglund Heating Sheetmetal & Roofing Contractor 5099 Theater Ln NW Bemidji MN 56601 218-444-0280 [email protected]

Hy-Tec Construction Contractor 11360 Business 371 Brainerd MN 56401 218-829-8529 [email protected]

Shingobee Contractor 200 34th Ave. S. Waite Park MN 56387 320-202-1300 310-202-9192 [email protected]

Erdman & Associates Contractor Wykoff MN 507-352-5121 507-352-5121Construction Industry Center Contractor 605-343-5252 [email protected]

Lumber Mart Contractor 1910 Bus Hwy 2 East Grand Forks MN 56721 218-773-1151 218-773-7046 [email protected]

PHASE III ADDITION

WHITE EARTH TRIBAL AND COMMUNITY

COLLEGE

2250 COLLEGE RD.

MAHNOMEN, MINNESOTA 56557

Bid Date and Time:Thursday, July 14, 2015 at 2:00pm

PLAN HOLDERS LIST

mailto:[email protected]





















1514.03 PHASE III ADDITION 06.15.15 WHITE EARTH TRIBAL AND COMMUNITY COLLEGE

ALLOWANCES 01 21 00 - 1

SECTION 01 21 00 ALLOWANCES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements governing allowances.

1.2 SELECTION AND PURCHASE

A. At Architect's request, obtain proposals for each allowance for use in making final selections. Include recommendations that are relevant to performing the Work.

B. Purchase products and systems selected by Architect from the designated supplier.

1.3 ACTION SUBMITTALS

A. Submit proposals for purchase of products or systems included in allowances, in the form of Change Orders.

1.4 LUMP-SUM ALLOWANCES

A. Allowance shall include cost to Contractor of specific products and materials ordered by Owner or selected by Architect under allowance and shall include taxes, freight and delivery to Project site. Contractor's costs for receiving and handling at Project site, labor, installation, overhead and profit, and similar costs related to products and materials under allowance shall be included as part of the Contract Sum and not part of the allowance.

1.5 ADJUSTMENT OF ALLOWANCES

A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.

3.2 SCHEDULE OF ALLOWANCES

A. Allowance No. 1: Lump-Sum Allowance: Include the sum of $3000.00: Include in the Base Bid for providing door and room signs. The Architect will lay out a signage system sometime after bids are awarded, the cost for same will be deducted from this allowance. Any monies not used shall be reimbursed back to Owner.

END OF SECTION

1514.03 PHASE III ADDITION

06.15.15 WHITE EARTH TRIBAL AND COMMUNITY COLLEGE

SECTION 00 20 00

EXISTING CONDITIONS

EXISTING CONDITIONS

00 20 00 -1

1. EIFS MOTIF & CLASSROOM WINDOWS. 2. EIFS COLOR PANEL INTERSECTION AT DRUM

HALL.

3. PITCHED ROOF SOFFIT & FASCIA

INTERSECTION AT DRUM HALL FLAT ROOF.

4. “THORN” ORNAMENT & DRUM HALL HIGH

WALL.

5. EXTERIOR DOOR SSYTEM TO REMAIN AT SOF-

FIT TO BE REMOVED.

6. SOUTH VIEW OF PHASE I



SECTION 00 20 00

EXISTING CONDITIONS

EXISTING CONDITIONS

00 20 00 -2

7. SIGNAGE TO BE DUPLICATED.

9. PHASE I SIDE ENTRY TO BE DUPLICATED.

11. DRUM HALL CORNER AT PROPOSED PHASE

III INTERSECTION.

8. PHASE I (LEFT) & PHASE II DRUM HALL

(RIGHT) & PHASE III AREA (FAR RIGHT) VIEWED

FROM WEST.

10. VIEW TO PHASE I & DRUM HALL

INTERSECTION.

12. DRUM HALL RAIN LEADER TO REMAIN AS-IS.

TIE IN NEW ROCK MULCH BED TO EXISTING.

OUTSIDE CORNER (RIGHT) IS INTERSECTION OF

NEW ADDITION.



SECTION 00 20 00

EXISTING CONDITIONS

EXISTING CONDITIONS

00 20 00 -3

13. DRUM HALL VIEW THROUGH DOORS TO

NEW ADDITION.

15. PHASE I SIDE ENTRY VESTIBULE TO BE

DUPLICATED.

14. CORRIDOR APPEARANCE TO BE

DUPLICATED.

16. IT HUB ROOM AT PHASE I. NOTE DOOR

CARD SWIPE CONTROLS (FAR RIGHT

PARTIAL).


ARCHITECTURAL WOODWORK 06 40 00 - 1

SECTION 06 40 00 ARCHITECTURAL WOODWORK

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes interior woodwork including for the following applications: 1. Plastic-laminate cabinets with locking hardware. 2. Plastic-laminate countertops.

B. Interior architectural woodwork includes wood furring, blocking, shims, and hanging strips, unless concealed within other construction before woodwork installation.

1.2 SUBMITTALS

A. Product Data: Cabinet hardware and accessories.

B. Shop Drawings: Include location of each item, plans and elevations, and other components.

C. Samples: Plastic-laminate-clad panel products, for each type, color, pattern, and surface finish.

1.3 QUALITY ASSURANCE

A. Installer Qualifications: Fabricator of woodwork.

B. Quality Standard: PREMIUM to comply with AWI's "Architectural Woodwork Quality Standards" for grades of interior architectural woodwork, construction, finishes, and other requirements. 1. Provide AWI certification labels or compliance certificate indicating that woodwork complies with

requirements of grades specified.

1.4 PROJECT CONDITIONS

A. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Wood Products: 1. Hardboard: AHA A135.4. 2. Medium-Density Fiberboard: ANSI A208.2, Grade MD. 3. Particleboard: ANSI A208.1, Grade M-2. 4. Softwood Plywood: DOC PS 1, Medium Density Overlay. 5. Hardwood Plywood and Face Veneers: HPVA HP-1.

B. Thermoset Decorative Overlay: Particleboard or medium-density fiberboard with surface of thermally fused, melamine-impregnated decorative paper complying with LMA SAT-1.

C. High-Pressure Decorative Laminate: NEMA LD 3.



1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

2. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. Arborite. b. Formica.

c. Laminart. d. Nevamar.

e. Pionite. f. Wilsonart.

2.2 CABINET HARDWARE AND ACCESSORIES

A. General: Provide cabinet hardware and accessory materials for a complete installation of architectural woodwork, except for items specified in Division 8 Section "Door Hardware."

B. Hardware Standard: Comply with BHMA A156.9 for items indicated by referencing BHMA numbers

C. Commercial Heavy-Duty Hinges: Full overlay, five knuckle hinge with 270 degree opening. Hinge is used with a magnetic catch to secure closure of door. Satin Bronze finish.

D. Locks: All drawers and doors shall receive locking mechanism. Lock shall be surface mount brass thru-key #14879 by Rockler or equal, all keyed alike. Bi-swing cabinet doors may be interlocked.

E. Wire Pulls: 4”, Satin Bronze finish (match existing)

F. Catches (where used): Magnetic, BHMA A156.9, B03141.

G. Adjustable Shelves: Shelf clips at 1” o.c. typical, except Archives Room 151 shall be recessed metal standards with metal clip system, in Satin Bronze or compatible finish.

H. Drawer Slides: Concealed self-closing with dampening system (self-regulating the closing speed) full extension runner, panel overlay, and rated for the following loads: 1. Drawer Slides: 150 lbf (670 N). 2. Pencil Drawer Slides: 45 lbf (200 N).

I. Exposed Hardware Finishes: Satin Bronze to match existing.

2.3 INSTALLATION MATERIALS

A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln-dried to less than 15 percent moisture content.

2.4 FABRICATION

A. General: Complete fabrication to maximum extent possible before shipment to Project site. Where necessary for fitting at site, provide allowance for scribing, trimming, and fitting. 1. Interior Woodwork Grade: Premium complying with the referenced quality standard. 2. Shop cut openings to maximum extent possible. Sand edges of cutouts to remove splinters and burrs. 3. Seal edges of openings in countertops with a coat of varnish. 4. Install glass to comply with applicable requirements in Division 8 Section "Glazing" and in GANA's

"Glazing Manual." For glass in wood frames, secure glass with removable stops. 5. For trim items wider than available lumber, use veneered construction. Do not glue for width. 6. Backout or groove backs of flat trim members and kerf backs of other wide, flat members, except for

members with ends exposed in finished work. 7. Assemble casings in plant except where limitations of access to place of installation require field

assembly.



B. Plastic-Laminate Cabinets: 1. AWI Type of Cabinet Construction: Flush overlay. 2. Reveal Dimension: 1/2 inch (13 mm). 3. Laminate Cladding for Exposed Surfaces: High-pressure decorative of grade indicated.

a. Horizontal Surfaces Other Than Tops: VGS. b. Postformed Surfaces: HGP. c. Vertical Surfaces: VGS. d. Edges: 3 mm PVC for door/drawer faces; 1 mm PVC for body edge and leading shelf edge. e. Interiors: TFM at closed units; VGS at open units.

4. Materials for Semiexposed Surfaces Other Than Drawer Bodies: High-pressure decorative laminate, Grade VGS. a. Drawer Sides and Backs: 1/2” particleboard core TFM. b. Drawer Bottoms: Hardwood plywood.

5. Colors, Patterns, and Finishes: As selected from manufacturer's full range. 6. Provide dust panels of 1/4-inch (6.4-mm) plywood or tempered hardboard above compartments and

drawers, unless located directly under tops.

C. Plastic-Laminate Countertops: 1. High-Pressure Decorative Laminate Grade: HGS. 2. Colors, Patterns, and Finishes: As selected from manufacturer's full range. 3. Edge Treatment: Same as laminate cladding on horizontal surfaces. 4. Core Material at Sinks: MDF, W/R Type (“MEDEX” by Sierrapine). 5. Postform with nova edge.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Condition woodwork to average prevailing humidity conditions in installation areas and examine and complete work as required, including removal of packing and backpriming before installation.

B. Quality Standard: Install woodwork to comply with AWI Section 1700 for the same grade specified in this Section for type of woodwork involved.

C. Install woodwork level, plumb, true, and straight to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm). Shim as required with concealed shims.

D. Scribe and cut woodwork to fit adjoining work, and refinish cut surfaces and repair damaged finish at cuts.

E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing as required for complete installation.

F. Cabinets: Install without distortion so doors and drawers fit openings properly and are accurately aligned.

G. Countertops: Anchor securely by screwing through corner blocks of base cabinets or other supports into underside of countertop. Calk space between backsplash and wall with sealant specified in Division 7 Section "Joint Sealants."

END OF SECTION

1514.03 PHASE III ADDITION06.15.15 WHITE EARTH TRIBAL AND COMMUNITY COLLEGE

RIPRAP31 37 00 - 1

SECTION 31 37 00RIPRAP

PART 1 GENERAL1.1 SECTION INCLUDES

A. Riprap .1.2 REFERENCE STANDARDS

A. Standard Specifications for Construction, Minnesota Department of Transportation1.3 QUALITY ASSURANCE

A. Perform Work in accordance with Reference 1.2 A.PART 2 PRODUCTS2.1 MATERIALS

A. Riprap: Provide in accordance with Reference 1.2 A.1. Shall be Class II Random Riprap.

a. Gradation.1) 100% Passing 12 inch.2) 75% Passing 9 inch.3) 50% Passing 6 inch.4) 10% Passing 2 inch.

B. Granular Filter: Provide in accordance with Reference 1.2 A.1. Gradation.

a. 100% passing 6 inch sieve.b. 75% to 95% passing 3 inch sieve.c. 35% to 75% passing 1 inch sieve.d. 10% to 40% passing No. 4 sieve.e. 5% to 25% passing No. 10 sieve.f. 0% to 10% passing No. 40 sieve.g. 0% to 5% passing No. 200 sieve.

C. Geotextile Fabric: Provide in accordance with Reference 1.2 A.1. Type 3 per Table 3733-1.

PART 3 EXECUTION3.1 PLACEMENT

A. Provide and place stone riprap as shown on the plans or as directed by the Architect.B. Shape the foundation for the riprap, with geotextile fabric and filter material, to the cross

sections as shown on the plan details, unless otherwise directed by the Architect.1. Compact loose foundation material before placing the geotextile fabric.

C. Geotextile Fabric:1. Ensure foundation surface is relatively smooth and free of stones, sticks and debris that

may puncture the fabric.2. Place fabric with longest dimesion in direction of water flow..3. Overlap splices 18 inches minimum.4. Shingle joint laps in flow direction to direct water over joint without undermining the

geotextile fabric.5. Bury upgrade edges a minimum of 6 inches.

1514.03 PHASE III ADDITION06.15.15 WHITE EARTH TRIBAL AND COMMUNITY COLLEGE

RIPRAP31 37 00 - 2

D. Granular Filter:1. Spread the granular filter material to a minimum thickness of 6 inches over the prepared

foundation.E. Random Riprap:

1. Position random riprap to provide a uniform distribution of the various sizes of stone andproduce a dense, well-keyed layer of stones with the least practical voids volume.

2. Installed thickness shall be 12 inches.END OF SECTION

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