Garage Update 2.10.26 — Agenda packet

2 West 1st Street, Suite 201, Duluth, Minnesota 55802 tel (218) 727-2626 fax (218) 722-7467 dsgw.com Recognized as JUST organization by the International Living Future Institute DSGW is an Equal Opportunity Employer Specifications BRULE PUBLIC WORKS GARAGE Brule, Wisconsin Project # 025170.00 March 10th, 2026 25170 – Brule Public Works Garage 00 01 01 - 1 PROJECT MANUAL & REGISTRATION SHEET SECTION 00 01 01 PROJECT MANUAL TITLE AND REGISTRATION SHEET BRULE PUBLIC WORKS GARAGE BRULE, WISCONSIN DSGW PROJECT NO.: 025170.00 DATE: MARCH 10 th, 2026 ARCHITECT DSGW ARCHITECTS 2 West 1st Street, Suite 201 Duluth, MN 55802 Phone: 218-727-2626 STRUCTURAL/CIVIL ENGINEER NORTHLAND CONSULTING ENGINEERS 102 South 21st Avenue West, Suite 1 Duluth, MN 55806 Phone: 218-727-5995 MECHANCIAL/ELECTRICAL ENGINEER WINDSOR ENGINEERS 4802 Oneota St – Suite 2 Duluth, MN 55807 Phone: 612-389-1658 I hereby certify that these plans, specifications, or report were prepared by me or under my direct supervision and that I am a duly registered Architect under the laws of the state of Wisconsin. John Erickson Reg. No. 9676-055 © DSGW. All rights reserved. The architectural works depicted herein are the sole property of DSGW and may not be constructed or used without its express written permission. No permission to modify or reproduce any of these architectural works, including without limitation the construction of any building, is expressed or should be implied from delivery of preliminary drawings or unsealed construction drawings. Permission to construct the building depicted in sealed construction drawings is expressly conditioned on the full and timely payment of all fees otherwise due DSGW and, in the absence of any written agreement to the contrary, is limited to a one-time use on the site indicated on these plans. END OF SECTION DOCUMENT 000105 – CERTIFICATIONS PAGE PART 1 – GENERAL 1.1 DESIGN PROFESSIONALS OF RECORD Mechanical Engineer, HVAC & Plumbing: I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed Professional Engineer under the laws of the State of Wisconsin. DIVISION 22 & 23 TECHNICAL SPECIFICATIONS. Calenn Heppner, PE Windsor Engineers License Number: 48270 _________________________________________ _________________ Signature Date Electrical Engineer: I hereby certify that the portion of this technical submission described below was prepared by me or under my direct supervision and responsible charge. I am a duly licensed Professional Engineer under the laws of the State of Wisconsin. DIVISION 26 & 27 TECHNICAL SPECIFICATIONS. Louis Meyette, PE Windsor Engineers License Number: 100172 _________________________________________ _________________ Signature Date 03/09/2026 03/09/2026 25170 – Brule Public Works Garage 00 01 10 - 1 TABLE OF CONTENT SECTION 00 01 10 TABLE OF CONTENTS BRULE PUBLIC WORKS GARAGE BRULE, WISCONSIN DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS 00 01 01 – Project Manual and Registration Sheet 00 01 05 – Certifications Page 00 01 10 – Table of Contents 00 01 15 – Schedule of Drawings 00 11 13 – Advertisement for Bids 00 21 13 – Instructions to Bidders 00 22 13 – Supplementary Instructions to Bidders 00 31 00 – Available Project Information ----------- – Report of Geotechnical Exploration 00 40 00 – Bid Form Instructions 00 41 00 – Bid Form 00 43 25 – Request for Approval of Substitutions 00 72 00 - General Conditions 00 73 00 - Supplementary Conditions DIVISION 01 -- GENERAL REQUIREMENTS 01 10 00 - Summary 01 20 00 - Price and Payment Procedures 01 30 00 - Administrative Requirements 01 40 00 - Quality Requirements 01 50 00 - Temporary Facilities and Controls 01 60 00 - Product Requirements 01 70 00 - Execution and Closeout Requirements 01 78 00 - Closeout Submittals DIVISION 03 -- CONCRETE 03 10 00 - Concrete Forming and Accessories 03 20 00 - Concrete Reinforcing 03 30 00 - Cast-in-Place Concrete DIVISION 05 -- METALS 05 40 00 – Cold Formed Metal Framing 05 50 00 – Metal Fabrications DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES 06 10 00 – Rough Carpentry 06 20 00 – Finish Carpentry 06 41 00 - Architectural Wood Casework 06 82 13 – Fiberglass Reinforced Wall Panels 25170 – Brule Public Works Garage 00 01 10 - 2 TABLE OF CONTENT DIVISION 07 -- THERMAL AND MOISTURE PROTECTION 07 11 13 – Bituminous Dampproofing 07 21 00 – Thermal Insulation 07 21 17 – Pre-Engineered Building Insulation 07 21 19 – Foamed in Place Insulation 07 25 00 – Weather Barriers 07 42 14 – Insulated Metal Wall Panels 07 62 00 – Sheet Metal Flashing and Trim 07 84 00 – Firestopping 07 90 05 - Joint Sealers DIVISION 08 -- OPENINGS 08 11 13 - Hollow Metal Doors & Frames 08 14 16 - Flush Wood Doors 08 31 00 – Access Doors 08 36 13 – Sectional Doors 08 43 13 - Aluminum-Framed Storefronts 08 71 00 - Door Hardware 08 80 00 – Glazing DIVISION 09 -- FINISHES 09 21 16 - Gypsum Board Assemblies 09 51 00 - Acoustical Ceilings 09 65 00 - Resilient Flooring 09 67 00 – Fluid Applied Flooring 09 90 00 - Painting and Coating DIVISION 10 -- SPECIALTIES 10 14 19 – Cast Letters 10 14 23 - Interior Signage 10 28 00 – Toilet, Bath, And Laundry Accessories 10 44 00 - Fire Protection Specialties DIVISION 12 -- FURNISHINGS 12 24 13 – Window Shade Systems DIVISION 13 – SPECIAL CONSTRUCTION 13 34 19 – Metal Building Systems DIVISION 22 -- PLUMBING 22 05 00 – Common Work Results for Plumbing 22 05 16 – Expansion Fittings and Loops for Plumbing Piping 22 05 17 – Sleeves and Sleeve Seals for Plumbing Piping 22 05 19 – Meters and Gauges for Plumbing Piping 22 05 23 – General-Duty Valves for Plumbing Piping 22 05 29 – Hangers and Supports for Plumbing Piping and Equipment 22 05 48 – Vibration and Seismic Controls for Plumbing Piping and Equipment 22 05 53 – Identification for Plumbing Piping and Equipment 25170 – Brule Public Works Garage 00 01 10 - 3 TABLE OF CONTENT 22 07 16 – Plumbing Equipment Insulation 22 07 19 – Plumbing Piping Insulation 22 10 05 – Plumbing Piping 22 10 06 – Plumbing Piping Specialties 22 11 23 – Dometic Water Pumps 22 13 19 – Sanitary Waste Piping Specialties 22 15 00 – General-Service Compressed-Air Systems 22 30 00 – Plumbing Equipment 22 40 00 – Plumbing Fixtures 22 45 00 – Emergency Plumbing Fixtures DIVISION 23 – HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 23 05 17 – Sleeves and Sleeve Seals for HVAC Piping 23 05 29 – Hangers and Supports for HVAC Piping and Equipment 23 05 48 – Vibration and Seismic Controls for HVAC 23 05 53 – Identification for HVAC Piping and Equipment 23 05 93 – Testing Adjusting, and Balancing for HVAC 23 07 13 – Duct Insulation 23 07 19 – HVAC Piping Insulation 23 08 00 – Commissioning of HVAC 23 11 23 – Facility Natural-Gas Piping 23 21 13 – Hydronic Piping 23 21 14 – Hydronic Specialties 23 21 23 – Hydronic Pumps 23 23 00 – Refrigerant Piping 23 31 00 – HVAC Ducts and Casing 23 33 00 – Air Duct Accessories 23 34 23 – HVAC Power Ventilators 23 35 16 – Engine Exhaust Systems 23 37 00 – Air Outlets and Inlets 23 52 16 – Condensing Boilers 23 55 33 – Fuel-Fire Unit Heaters 23 72 23 – Packaged Air-to-Air Energy Recovery Units 23 81 26.13 – Small-Capacity Split-System Air Conditioners 23 84 10 – Electric Heating Equipment DIVISION 26 -- ELECTRICAL 26 05 19 – Low-Voltage Electrical Power Conductors and Cables 26 05 26 – Grounding and Bonding for Electrical Systems 26 05 29 – Hangers and Supports for Electrical Systems 26 05 33.13 – Conduit for Electrical Systems 26 05 33.16 – Boxes for Electrical Systems 26 05 53 – Identification for Electrical Systems 26 05 73 – Power System Studies 25170 – Brule Public Works Garage 00 01 10 - 4 TABLE OF CONTENT 26 09 23 – Lighting Control Devices 26 24 16 – Panelboards 26 27 13 – Electricity Metering 26 28 16.16 – Enclosed Switches 26 32 13 – Engine Generators 26 36 00 – Transfer Switches 26 43 00 – Surge Protective Devices 26 51 00 – Interior Lighting 26 56 00 – Exterior Lighting DIVISION 27 -- COMMUNICATIONS 27 05 33.13 – Conduit for Communications Systems 27 10 00 – Structured Cabling END OF SECTION 25170 – Brule Public Works Garage 00 01 15 - 1 SCHEDULE OF DRAWINGS SECTION 00 01 15 SCHEDULE OF DRAWINGS BRULE PUBLIC WORKS GARAGE BRULE, WISCONSIN SHEET TITLE G1.1 Life Safety Plan & Energy Code Summary G1.2 Mounting Heights CIVIL G001 Sheet Index and Notes G002 Civil Legends and Abbreviations G003 Topographic Survey C050 Existing Conditions and Demolition C100 Composite Site and Utility Plan C110 Erosion Control and Grading C111 Grading Enlargement C300 Stormwater Facility C600 Erosion Control Details C610 Site Details C620 Sewer Details STRUCTURAL S0.1 General Notes/Sheet Index S1.0 Typical Details – Concrete S1.1 Typical Details – Light Gauge Steel S2.0 Foundation Plan/Mezzanine Framing Plan S3.0 Sections and Details ARCHITECTURAL A2.0 Floor Plan A2.1 Enlarged Plans & Interior Elevations A2.2 Roof Plan / RCP Plan A4.1 Schedules and Types A5.1 Exterior Elevations A5.2 Exterior Elevations 3D A6.1 Building Sections & Wall Sections A6.2 Wall Sections MECHANICAL - PLUMBING M0.1 Cover Sheet – Mechanical M0.2 Schedules – Mechanical M2.1 Floor Plan – Mechanical M2.2 ME – Mechanical M5.1 Cover Sheet – Mechanical P0.1 Cover Sheet P0.2 Schedules P0.3 Schedules P2.1 Underfloor Plan P2.2 Floor Plan P3.1 Enlarged Floor Plan P5.1 Details P5.2 Details P6.1 Diagrams 25170 – Brule Public Works Garage 00 01 15 - 2 SCHEDULE OF DRAWINGS ELECTRICAL E0.1 Cover Sheet – Electrical E0.2 Schedules – Electrical E1.0 Site Plan – Electrical E2.1 Floor Plan – Electrical E3.1 Lighting RCP – Electrical E5.1 Details – Electrical E6.1 One-Line Diagram – Electrical END OF SECTION 25170 – Brule Public Works Garage 00 11 13 - 1 ADVERTISEMENT FOR BIDS SECTION 00 11 13 ADVERTISEMENT FOR BIDS BRULE PUBLIC WORKS GARAGE BRULE, WISCONSIN The City of Brule, Wisconsin will receive sealed bids for the “BRULE PUBLIC WORKS GARAGE”, until Tuesday, March 31st, 2026, by 2:00 p.m., at the Town of Brule, ATTN: Diane Nelson, Town Clerk, 5231 South County Line Road, Brule, WI 54820, at which time all Bids will be publicly opened, read aloud and tabled. City of Brule to act on this item at a future meeting. All bids must be sealed and clearly marked, "BID FOR: BRULE PUBLIC WORKS GARAGE", along with bidder's name, and must be accompanied by a certified check or bidder's bond in the amount of five percent (5%) of the net base bid amount, payable to the order of City of Brule, Wisconsin as warranty that the successful bidder will enter into a contract and furnish the usual Bonds (Performance Bond and Labor and Material Payment Bond) as required within ten (10) days after Notice of Award of Contract. Bid Documents (plans and specifications) will be available electronically beginning Tuesday, March 10 th, 2026. Free access to the plans & specifications may be obtained by contacting DSGW Architecture, (218) 727-2626. Bid Documents may also be examined at the builder’s exchanges of: Minnesota Builders Exchange, Construct Connect, and Dodge Data & Analytics. Pre-printed plans and specifications will not be provided. No Bidder shall modify, withdraw or cancel their Bid or any part thereof for sixty (60) days after the date designated for the receipt of bids. The Owner reserves the right to reject any and all bids and to waive any irregularities and informalities therein and to award the Contract to other than the lowest bidder, if in their discretion the interest of the project will be best served thereby. *Project is tax-exempt. City of Brule will provide tax exemption forms to awarded contractor. A Pre-Bid Meeting is scheduled for Tuesday, March 17th, 2026 at 2:00 p.m. at the Brule Town Hall, 5820 Maple Street, Brule, WI 54820. Milestone Dates: 1. Bids due Tuesday, March 31st, 2026, by 2:00 p.m. 2. Plans will be issued for bid on Tuesday, March 10th, 2026. 3. Pre-Bid Meeting will be Tuesday, March 17th, 2026, at 2:00 p.m. END OF SECTION 25170 – Brule Public Works Garage 00 21 13 - 1 INSTRUCTIONS TO BIDDERS SECTION 00 21 13 INSTRUCTIONS TO BIDDERS PART I GENERAL 1.01 INSTRUCTIONS TO BIDDERS A. The "Instructions to Bidders", AIA Document No. A701, copyright 2018, as published by the American Institute of Architects, Article 1 thru 8, inclusive, are hereby made a part of the Contract Documents to the same extent as if bound herein and as supplemented hereinafter. A copy of A701 is on file in the Architect's office. B. The "Supplementary Instructions to Bidders", Section 00 22 13, shall modify, replace or define portions of AIA A701, Instructions to Bidders, 2018 Edition. END OF SECTION 25170 – Brule Public Works 00 21 13 - 1 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS SECTION 00 22 13 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS THE FOLLOWING SUPPLEMENTARY INSTRUCTIONS TO BIDDERS SHALL MODIFY, REPLACE, OR DEFINE PORTIONS OF THE A.I.A. INSTRUCTIONS TO BIDDERS, A701, 2018 EDITION. THOSE PORTIONS OF THE A.I.A. INSTRUCTIONS TO BIDDERS, A701, WHICH ARE NOT ALTERED BY THESE SUPPLEMENTARY GENERAL CONDITIONS SHALL REMAIN IN EFFECT AS PUBLISHED. 1. ARTICLE 1 - DEFINITIONS ADD the following Paragraph: 1.10 The word "product" herein means any material, equipment, assembly, manufacturer, brand, trade name, element, item or similar description as applicable. Wherever a product is named on the Drawings or in the Specifications, the phrase "or acceptable substitute in the opinion of the Architect" shall be implied throughout the Specification, whether specifically noted or not. 2. ARTICLE 3 - BIDDING DOCUMENTS ADD to and modify paragraph 3.1.1 as follows: 3.1.1 Bidders may access the documents electronically as noted in the Advertisement for Bids, Section 00 11 13. ADD paragraph 3.2.4 as follows: 3.2.4 It is the Bidder's (and Contractor's) responsibility to bring all discrepancies, ambiguities, omissions, for matters in need of clarification to the attention of the Architects or interpretation and decision. ADD the following Subparagraphs after paragraph 3.3.1: 3.3.1.1 Any product or manufacturer used as basis of the Specifications shall generally set the criteria. It shall be expressly understood that any other product or manufacturer listed in the Specification or any addenda as acceptable will be acceptable provided they fully comply with the requirements and match the basic and essential criteria of the product used for base Specification, including the level of workmanship quality, as determined by the Architect. For final acceptance for use in the work, the Architect shall have the right to accept or reject proposed deviations. Should a proposed product be unable to meet requirements, the product shall not be used. 3.3.1.2 Where two or more products are shown or specified, the Bidder and Contractor has his option of which to use, provided the product proposed will meet all requirements of the Specifications and the design criteria. The right is reserved by the Architect to accept or reject proposed deviations in design, function, construction or similar differences that will affect design intent or quality, or, 3.3.1.3 For any same or like product for this Project, only one brand, manufacturer, source or type shall be used, as approved by Architect. 3.3.1.4 For products specified or shown by describing proprietary items, model numbers, catalog numbers, manufacturers, trade names or similar reference, each Bidder obligates himself to submit bids and accept awards of a contract based upon the use of such products. The reference is intended to establish the measure for the quality, which has been determined as requisite and necessary for the Project. 25170 – Brule Public Works 00 21 13 - 2 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS REVISE paragraph 3.3.2 as follows: 3.3.2 No substitutions will be considered prior to receipt of bids unless written request for approval has been received by the Architect at least seven (7) days prior to the Date for receipt of Bids. ADD the following at the end of paragraph 3.3.3: ...If a written reply is required, the Contractor shall furnish two (2) copies of the request and a self-addressed, stamped envelope. FAX REQUESTS WILL NOT BE ACCEPTED. ADD paragraph 3.3.6 as follows: 3.3.6 The supplier or manufacturer providing any acceptable product shall bear the cost of any required modifications to spaces, services, utilities and other features as the result of the use of his product, including but not limited to, larger capacity mechanical or electrical service, devices or utilities resulting from acceptance of the product for bidding purposes, as well as to pipes, conduits, ducts, and controls for conveying, distributing, and controlling those services or utilities; as well as insulation, wrapping, coatings, or other integral features of the lines or items conveying those lines, and additional costs of the products installation. 3. ARTICLE 4 - BIDDING PROCEDURES 4.1 FORM AND STYLE OF BIDS DELETE paragraphs 4.1.1 and ADD the following: 4.1.1 Bids shall be submitted on forms identical to the form included in the Bidding Documents, photo copies will be acceptable. The Bidder shall submit two (2) copies of the bid Form with his Bid. DO NOT REMOVE BID FORMS FROM BIDDING DOCUMENTS. 4. ARTICLE 6 - POST BID INFORMATION ADD the following paragraph: 6.4 TIME AND COMPLETION 6.4.1 Each Bidder agrees to commence work on or before a date to be specified in a written "Notice to Proceed" signed by the Owner, and to substantially complete the work by the date stated on the Bid Form. 5. ARTICLE 7 - PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND 7.1 BOND REQUIREMENTS ADD the following paragraph: 7.1.4.1 Performance/Payment Bonds are required. 25170 – Brule Public Works 00 21 13 - 3 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 6. ADDITIONAL LAWS AND REGULATIONS A. The Bidder's attention is directed to the fact that all applicable State laws, County and municipal ordinances and the Rules and Regulations of all authorities having jurisdiction over the construction of the project shall apply to the contract throughout and they will be deemed to be included in the Contract the same as though written. B. The bidders shall account for most recent edition of Prevailing Wage Rates set forth by the State of Wisconsin – Douglas County. 1. https://dwd.wisconsin.gov/er/laborstandards/prevailingwage/ C. The bidders shall account for most recent edition of Prevailing Wage Rates set forth by the U.S. Department of Labor. D. Project is Tax-Exempt. END OF SECTION 25170 – Brule Public Works Garage 00 31 00 - 1 AVAILABLE PROJECT INFORMATION SECTION 00 31 00 AVAILABLE PROJECT INFORMATION PART 1 GENERAL 1.01 GEOTECHNICAL REPORT A. Geotech Evaluation Report for proposed Town of Brule Public Works Garage in Brule, WI by Twin Ports Testing, dated December 5, 2025. Appended to this section. PART 2 PRODUCTS (NOT USED) PART 3 EXECUTION (NOT USED) END OF SECTION Geotechnical Evaluation Report Proposed Town of Brule Public Works Garage Brule, Wisconsin Prepared for: DSGW Architecture I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under th e laws of the State of Wisconsin. Michael A. Haapala, PE License Number: E-40299 December 5, 2025 TPT Project Number: 25G2116 1301 N 3 rd St. ⚫ Superior WI 54880 ⚫ 715 - 392 - 7114 ⚫ 1 - 800 - 373 - 2562 ⚫ F 715 - 392 - 7163 ⚫ www.twinportstesting.com December 5, 2025 TPT Project No. 25G2116 Nick Hulstrom, AIA, NCARB Architect DSGW Architecture 14 East Bayfield Street Washburn, WI Re: Proposal for Geotechnical Services Town of Brule Public Works Garage Town of Brule Douglas County, WI Dear Mr. Hulstrom: Enclosed is our geotechnical evaluation report for the above referenced project. We have prepared this report and based our conclusions upon current applicable professional standards. If you have any questions concerning the data, the recommendations presented, or if we may be of further service on this project, please contact us at 715.392.7114. We appreciate the opportunity to be of service to you. Sincerely, Twin Ports Testing Brett Carlson, PE (MN) Geotechnical Engineer Michael A. Haapala, PE Principal Engineer Attachment: Geotechnical Evaluation Report 1 Introduction 1.1 Scope of Services ..................................................................................................................... 1 1.2 Proposed Project ..................................................................................................................... 1 2 Site Conditions ..................................................................................................................... 2 2.1 Site Locations and Existing Conditions .................................................................................... 2 2.2 Topography .............................................................................................................................. 3 2.3 Geologic Setting ....................................................................................................................... 3 3 Field Procedures .................................................................................................................. 4 3.1 Boring Locations and Elevations .............................................................................................. 4 3.2 Sampling .................................................................................................................................. 4 3.3 Boring Logs .............................................................................................................................. 5 3.4 Water Level Readings .............................................................................................................. 5 4 Subsurface Conditions ......................................................................................................... 5 4.1 Soil ........................................................................................................................................... 5 4.2 Groundwater ........................................................................................................................... 6 5 Laboratory Testing ............................................................................................................... 6 4.1 Water Content ......................................................................................................................... 6 4.2 Sieve Analysis .......................................................................................................................... 7 6 Analysis and Design Recommendations ................................................................................ 7 6.1 Design Considerations ............................................................................................................. 7 6.2 Site Preparation ....................................................................................................................... 7 6.3 Shallow Foundations ............................................................................................................... 7 6.4 Slabs ......................................................................................................................................... 9 6.5 Retaining Structures and Lateral Earth Pressures ................................................................. 10 6.6 Slopes and Drainage .............................................................................................................. 11 6.7 Backfill and Fill ....................................................................................................................... 11 6.7 Parking an Drive Areas .......................................................................................................... 12 7 Recommendations for Construction .................................................................................... 13 7.1 Excavations and Grading ....................................................................................................... 13 7.2 Observation ........................................................................................................................... 14 7.3 Frequency of Testing ............................................................................................................. 14 8 Limitations of Evaluation and Report .................................................................................. 15 8.1 Site Variations ........................................................................................................................ 15 8.2 Design Review ....................................................................................................................... 15 8.3 Continuity of Professional Responsibility .............................................................................. 15 8.4 Safe Working Conditions ....................................................................................................... 15 8.5 Exclusive Use ......................................................................................................................... 15 Appendix: Boring Location Map, Boring Logs B-1 throu gh B-8, Boring Log Notes and Soil Classification Data 25G2116 1 1 Introduction This report presents the results of our geotechnical evaluation for the proposed Town of Brule Public Works Garage and Administration Office on Old Highway 2 in Brule, Wisconsin. 1.1 Scope of Services Our scope of services for this geotechnical evaluation as outlined in our proposal 2 5G2116 dated October 24, 2025 included: • Performing an exploration program consisting of eight (8) Standard Penetration Test (SPT) borings: four (4) to depths of 25 feet or refusal within the building footprint, three (3) to depths of 15 feet or refusal within the stormwater pond footprint, and one (1) to a depth of 10 feet or refusal within the parking area footprint. • Performing laboratory tests and observations of soil samples to evaluate pertinent engineering properties of materials encountered. • Preparing a report containing a description of the drilling program, a description of the geology and subsurface conditions encountered, groundwater conditions, boring logs with a boring location sketch, results of laboratory testing, and recommendations for site preparation, foundation design, pavement design, and construction. Twin Ports Testing II, Inc. (TPT) prepared this report for design purposes only. It may not have sufficient subsurface information to prepare an accurate construction bid. We recommend that contractors preparing bids or proposals for this project be provided with a complete copy of this report as a supplement to the plans and specifications. 1.2 Proposed Project We understand tha t DSGW Architects is in the design process to construct a public works garage and administration office in Brule, Wisconsin. Addition al site work includes concrete sidewalks, paved parking and drive areas, and a stormwater pond. The building construction type and building loads are not known at the time of this report ; though we assume column loads less than 50 kips and wall loads less than five kips per lineal foot. Changes in the nature, design, and location of all or parts of this project may occur. The conclusions and recommendations contained in this report shall not be considered applicable to changes unless they are reviewed by the geotechnical engineer of record. We will then make necessary changes or modifications to this report in writing only. 25G2116 2 1.2.1 Reference Information We referenced the following documents as part of this project: • Wisconsin Geological and N atural History Survey titled, “ Quaternary Geology of Wisconsin,” dated 2025, prepared by J. Elmo Rawling III, Eric C. Carson, John W. Attig, David M. Mickelson, William N. Mode, Mark D. Johnson, and Kent M. Syverson. • Web Soil Survey website, prepared by the United States Department of Agriculture and the Natural Resources Conservation Service. http://websoilsurvey.nrcs.usda.gov. • Google Earth™ 2 Site Conditions 2.1 Site Location and Existing Conditions The proposed site is located around 500 feet northeast of the intersection of Old Highway 2 and Hill Drive in Brule, Wisconsin as shown in Figure 1 below. The current building footprint and parking area were cleared and graded. The surrounding areas and stormwater pond area currently consist of wooded areas. Figure 1: Site Location (Google Earth™) Site Location 25G2116 3 2.1.1 Review of Historical Images As part of our evaluation we looked at historical images of the site using Google Earth. Based upon available imagery, this site has changed little since the first available image dated 1992. 2.2 Topography This site has been previously graded and is relatively flat. Elevations between the boring locations varied by less than 3 ½ feet. 2.3 Geologic Setting Through an understanding of the geologic history and processes of an area, we are better able to define and understand the range of geotechnical properties observed in the geological materials encountered at the site. Knowledge of the anticipated subsurface profile at the site is important for interpreting and correlating the borings from the field exploration program. Based upon information from geologic survey reports, the geology local to the site generally consists of glacial sediment of the Copper Falls Formation an d lake sediment. Glacial sediment is defined as reddish-brown to brown sandy till and similar sediment deposited by the Langlade, Wisconsin Valley, Chippewa, Superior, and Ontonagon lobes late in the Wisconsin Glaciation. Areas of hummocky topography with typically 10 m of relief. Contains areas of sandy and gravelly outwash and sandy and silty lake sediment. Ice -walled lake plains are common. Lake sediment is defined as s tratified and well -sorted sandy gravel, sand, silt, and clay deposited along shorelines of the Great Lakes and ice -marginal lakes; includes dunes, wave -cut benches, sand bars, spits, and offshore plains. (Rawling III, Carson, Attig, Mickelson, Mode, Johnson, and Syverson) 2.3.1 Results of Web Soil Survey As part of our evaluation for this project we reviewed the Web Soil Survey website. The Web Soil Survey consists of publically available soils information prepared by the United States Department of Agriculture and the Natural Resources Conservation Service (NRCS). Our review of this information identified one primary soil unit throughout the project area consisting of “Rubicon sand”. In general, the Web Soil Survey suggests these soils consist of outwash sands. In general, soil units in the Web Soil Survey correspond well with the results of our field investigation. 2.3.2 Geologic Hazards The potential for most geologic hazards is generally low for this site. A hazard potential summary is shown in Table 1. 25G2116 4 Table 1: Geologic Hazard Summary Geologic Hazard Present? Comments Earthquake/Seismic Activity No The proposed site is in an area of low seismic activity. Flooding Unlikely This site is not located in areas with historic flood activity. However, the proposed site is relatively flat and may collect some stormwater. Slope Failure/Landslides No The proposed site is relatively flat with little to no potential for slope failures. Made Ground No The proposed site has only been graded for drilling access at the time of this report. Swelling/Shrinking Soil Unlikely Glacial and lake sediment soils at the site have low to moderate potential for swelling and shrinking when exposed to changes in water content or freezing temperatures. 3 Field Procedures Field procedures for this project included performing Standard Penetration Test (SPT) borings at eight (8) locations; four (4) SPT borings within the proposed building footprint to depths of 20 feet, three (3) SPT borings within the proposed stormwater ponds to depths of 15 feet, and one (1) SPT boring within the proposed parking areas to a depth of 10 feet. SPT borings were performed with a Geoprobe Systems 7822DT track mounted drill rig using hollow stem auger drilling methods. Drilling procedur es were performed on November 13, 2025 and November 14, 2025. 3.1 Boring Locations and Elevations Boring locations were staked in the field by Pine Ridge Surveying prior to our field crews’ arrival on site . The a pproximate boring locations are shown on the Boring Location Map in the Appendix. Boring elevations were recorded in the field by TPT personnel using a surveying level and rod. The base of the west side entrance gate was used as a benchmark and was assigned an elevation of 100 feet. Boring elevations can be found on the boring logs included in the Appendix. 3.2 Sampling 3.2.1 Standard Penetration Test (SPT) Borings At selected depth intervals in the borings, Standard Penetration Tests (SPT) were conducted in substantial compliance with ASTM Method D1586. The SPT “N” values shown on the boring logs 25G2116 5 are the number of blows required to drive a standard split barrel sampler 12 inches (two six - inch increments) into undisturbed soil using a 140 pound drive hammer dropped 30 inc hes per blow after an initial “set” of six inches. The “N” value is an index of the relative density of cohesion-less soils and consistency of cohesive soils . The values shown on the boring logs are field values and have not been corrected for hammer energy, surcharge, etc. Partially disturbed samples obtained from the SPT borings were sealed in glass jars and returned to the laboratory for testing. 3.3 Boring Logs A field boring log was prepared for each boring by our field supervisor. These logs contain factual information and field interpretation of the soil conditions observed, as described in substantial compliance with ASTM D420 and D2488. Final boring logs are included in the Appendix. The final logs represent our interpretation of the contents of the field logs after laboratory observations b y a geotechnical engineer and laboratory tests of the field samples were complete. Soils are described in this report according to the Unified Soil Classification System (USCS), as outlined in the Boring Log Notes and Soil Classification Data in the Appendix. 3.4 Water Level Readings Water level readings were observed in the borings at the times and under the conditions stated on the boring logs. We have reviewed the data and have reported interpretations in the text of this report. However, it must be noted that fluctuations in the level of ground water may occur because of variations in rainfall, temperature, subsurface materials and other conditions or factors different from those observed at the time of our measurements. It should be noted that such conditions are subject to change. 4 Subsurface Conditions 4.1 Soil The subsurface soils encountered at this site generally consisted of four stratigraphic units: (1 ) Topsoil, (2) Silty Sand, (3) Poorly Graded Sand with Silt , (4) Silt with Sand . These units are described below. 4.1.1 Topsoil Topsoil was encountered in all boring locations from the surface to depths up to six inches. Topsoil generally consisted of silty sand, contained trace roots and fibers , was fine to medium grained, dark brown, and moist. 25G2116 6 4.1.2 Silty Sand Silty sand soils were encountered below the topsoil in all boring locations at varying depths and thicknesses. Silty sand soils generally contained trace gravel, were fine to medium grained, brown to light brown, and moist. Trace organics, roots, and fibers were encountered to depths up to 6 feet. SPT N -values suggest that silty sand soils generally ranged from loose to medium dense in relative density. 4.1.3 Poorly Graded Sand with Silt Poorly graded sand with silt soils were encountered below the topsoil in all boring locations excluding B -6 and B -7, at varying depths and thicknesses . Poorly graded sand with silt soils generally contained trace gravel, were fine to medium grained, brown to light brown , and moist. Trace organics, roots, and fibers were encountered to depths up to 6 feet. SPT N -values suggest that poorly graded sand soils generally ranged from loose to medium dense in relative density. 4.1.4 Silt with Sand Silt with sand soils were encountered below the silty sand soils in Borings B-3 and B-4 at varying depths and thicknesses. Silt with sand soils were brown and moist. SPT N-values suggest that silt with sand soils generally ranged from loose to medium dense in relative density. 4.2 Groundwater Groundwater was not encountered within our borings during field procedures at this site. Perched water may be encountered during excavation activities . A detailed evaluation of groundwater levels at the site would require long term monitoring of piezometers and was not included in the scope of this evaluation. 5 Laboratory Testing Results of the field testing and observed subsurface conditions were evaluated to develop a laboratory testing program. Laboratory testing of collected samples included visual classification by a geotechnical engineer , water content testing , and sieve analysis. Results of laboratory tests are shown on the boring logs in the Appendix. 25G2116 7 5.1 Water Content Laboratory water content testing was performed in accordance with ASTM D2216 on select collected samples from the field exploration. Values of water content are shown on the Boring Logs in the Appendix. 5.2 Sieve Analysis Sieve analysis testing of material passing the #200 sieve was performed in general accordance with ASTM D114 0 procedures on two individual split spoon samples . Test results are shown in Boring Logs in the Appendix. Table 2: Summary of Sieve Analysis Results Boring Depth (feet) Description of Material % Passing #200 B-3 2.0-3.5 SP-SM 7.9 B-5 2.0-3.5 SP-SM 7.3 SP-SM = Poorly Graded Sand with silt 6 Analyses and Design Recommendations 6.1 Design Considerations 6.1.1 Topsoil and Soils Containing Organics Topsoil and soils containing organics, roots and fibers were encountered at all boring locations at this site to depths up to six feet. It is possible that these soils will cause settlement beyond the allowable limits of the structures when loaded. 6.2 Site Preparation Topsoils and soils containing organics, roots, and fibers were encountered at all boring locations at this site from the surface to depths up to six feet. We recommend removing all topsoil, fill soils, and soils containing organics (>5%) encountered within the footprint and influence area (1H:1V out from the outside edge of slabs/footings of the proposed structure) and replacing with compacted engineered fill to reach design elevations. We also recommend removing all fill and organic soils within existing utility trenches, if encountered, during excavation. Excavations of six feet or greater should be anticipated. 6.3 Shallow Foundations It is our understanding that frost depth footings are the preferred foundation option for this project. Both frost depth footings and frost protected shallow foundations are feasible options at this site. Recommendations for both systems are provided below. 25G2116 8 6.3.1 Frost Depth Footings Frost depth footings bearing on native sand soils or compacted engineered fill over native sand soils are a feasible option for this site. We recommend that footings and column pads for unheated structures, as well as isolated exterior footings, bear a minimum of six feet below grade. Footings for heated structures should bear a minimum of five feet below grade to provide frost protection. Interior footings may bear directly below slabs. 6.3.2 Frost Protected Shallow Foundations Frost protected shallow foundations are also a feasible option for this site. We recommend using design methods outlined in ASCE 32 -01 “Design and Construction of Frost -Protected Shallow Foundations.” Recommended R -Values for insulation assuming a design Air Freezing Index of 3,000º F days are provided for unheated structures as shown in Table 3 below. Table 3: Minimum Insulation R-Values Structure Type Vertical Insulation R-Value Horizontal R-Value, Along Walls Horizontal R-Value, At Corners Heated Structure 7.8 6.5 8.6 Unheated Structure -* 18.2 18.2 * = No vertical insulation required for unheated structures. Assumes a continuous layer of insulation beneath the footing and extending outward. For heated structures, insulation should extend out at least 24 inches horizontally within 40 inches of outside corners and at least 12 inches horizontally away from outside corners. Vertical insulation should be extended from the sill plate to the bottom of the footing to avoid cold bridging. Insulation above grade should be provided with UV protection. For unheated structures, insulation should extend horizontally a minimum of 79 inches outside of foundations both along walls and at corners. If non -frost susceptible fill soil extends to a depth of six feet or more beneath shallow foundations, insulation is not required to provide frost protection. Insulation may be required to meet energy code requirements. We recomme nd a minimum footing depth of 18 inches for frost protected shallow foundations. 6.3.3 Net Allowable Bearing Stress Results of the field and laboratory testing program were used to evaluate the net allowable bearing stress for shallow foundations. In our opinion, a net allowable bearing stress (with a minimum factor of safety of at least 3.0) of 3,000 psf (pounds per square foot) may be used to design footings placed on native soils or engineered fill over native soils. 6.3.4 Settlement Estimate For foundations designed according to the net allowable bearing stress es outlined above , we estimate total settlement of less than one inch and differential settlements of less than ½ inch. 25G2116 9 6.3.5 Inclined and Eccentric Loads Loading a footing eccentrically will reduce the bearing capacity of the footing. Footings should be designed so that the resultant load is applied to the middle third (kern) of the footing. This will allow the contact stress to remain greater than zero over the area of the footing. 6.3.6 Lateral Resistance A coefficient of friction of 0.4 between compacted engineered fill and concrete footings may be used for this project. Additional lateral resistance will also be provided by the passive earth pressure between the side of the footing and adjacent soil. Lateral earth pressure parameters for soil types encountered at this site are shown in Table 4. 6.3.7 Uplift For a conservative approach, uplift of a footing can be resisted by the weight of the footing plus the effective weight of the soil above the footing. If necessary, additional uplift resistance can also be provided by the effective weight of the wedge of soil defined by a line extending up and out from the edge of the footing at an angle of 30 degrees from vertical. Estimated unit weights of soils types encountered at this site are shown in Table 4. 6.4 Slabs 6.4.1 Heated Structures Interior slabs for heated structures can be supported on a layer of granular fill material placed over engineered backfill. We recommend that a minimum of six inches of well-graded granular material (classifying as SP in the Unified Soil Classification System) be used beneath slabs. 6.4.2 Unheated/Exterior Slabs Unheated slabs may be constructed as part of this project. Soils encountered near the surface at the site are considered frost susceptible. If provided a water source and freezing temperatures, several inches or more of frost heave can occur. We recommend that slabs be provided with frost protection as outlined in Section 6.3.2. Heave can also be prevented by removing frost susceptible soils down to a depth of six feet below slabs and replacing with non -frost susceptible soils having less than 5% passing the No. 200 sieve or by supporting slabs on frost depth foundations and leaving a void space for frost heave. 6.4.3 Modulus of Subgrade Reaction Slabs are anticipated to bear on native sand soils or compacted engineered fill over native sand soils. The anticipated slab subgrade is a minimum of six inches of granular fill over native sand soils. It is our opinion that a modulus of subgrade reaction, k, of 150 pounds per square inch per inch of deflection (pci) may be used to design slabs. 25G2116 10 6.5 Retaining Structures and Lateral Earth Pressures Retaining walls or below -grade structures should be designed to resist lateral earth pressures. Recommendations are provided below. 6.5.1 Lateral Earth Pressure Parameters Lateral earth pressures are an important part of designing underground structures including retaining walls. Free standing walls where some displacement at the top of the wall is acceptable can be designed to resist active lateral earth pressures. If no displacement at the top of the wall is acceptable, such as basement walls, walls should be designed to resist at -rest lateral earth pressures. Anchored walls should be designed to resist passive lateral earth pressures. Estimated lateral earth pressure coefficients are shown in Table 4 below. Design of retaining structures should account for any surcharge loads at the surface. The estimated soil friction angles and coefficients of lateral earth pressure provided in Table 4 are for sustained loads (loads defined as permanent or semi -permanent such as dead weight). Sustained loads allow time for excess soil pore water pressures to dissipate, resulting in drained soil conditions. An effective stress analysis is used for sustained loads. The soil parameters shown in Table 4 are estimates based on data from the borings and past experiences near the site. A more extensive laboratory testi ng program would be required to more accurately determine soil strength parameters. Table 4: Estimated Soil Strength Parameters for Effective Stress Analysis Soil Type Dry Unit Weight (pcf) Friction Angle (φ’, degrees) Cohesion (C’, psf) Coefficients of Lateral Earth Pressure K0 KA KP ENGINEERED FILL* 120 33 0 0.46 0.29 3.4 SP-SM (Native) 125 34 0 0.44 0.28 3.5 SM (Native) 120 33 0 0.46 0.29 3.4 ML (Native) 110 28 0 0.53 0.36 2.8 SP-SM = Poorly Graded Sand SM = Silty Sand ML = Silt with Sand *Soil parameters for engineered fill are conservative estimates. Additional laboratory testing would be required to more accurately estimate soil parameters once an engineered fill source has been selected. 6.5.2 Drainage If water percolates down alongside the wall it may become perched within the wall backfill. Collecting run-off and discharging it well away from the foundation(s) and sloping the surface down and away from the retaining wall are two common methods of reducing infiltration and percolation. To collect surface water infiltration within the wall backfill we recommend installing a perimeter foundation drain system. The drain system should consist of perforated 25G2116 11 pipe embedded in gravel and placed at an invert within two inches of the bottom -of-footing elevation. A geotextile filter fabric should encase the pipe and gravel. The drain system should be routed to a storm sewer, sump pump, low area on the site, or other suitable drainage channels. Another suitable drainage system for non -basement retaining includes placing a layer of free-draining granular material behind the walls, connected to “weep holes” in the face of the walls. 6.6 Slopes and Drainage We recommend sloping backfill next to the proposed structures away from the foundation at a minimum slope of 10H:1V to promote drainage away from the structure. It is our understanding that stormwater collection ponds or infiltration basins are not part of this project. Therefore, we have not provided recommendations for soil infiltration rates. We can provide this information upon request if necessary. 6.7 Backfill and Fill A wide variety of materials can be considered as suitable for engineered backfill and fill. The choice of materials is a function of structural requirements, water table conditions, seasonal construction constraints, placement and compaction methods, and other site or project specific needs. Soils which classify as SP or SP-SM in the Unified Soil Classification System (ASTM D2487) are usually the most available suitable soils for engineered backfill and fill. 6.7.1 Recommended Gradation for Engineered Backfill and Fill Table 5: Recommended Gradation for Engineered Backfill and Fill Sieve Size Percent Passing 3'' 100 2'' 85-100 3/4'' 71-100 #4 35-100 #200 0-7 Alternative gradations should be evaluated by a geotechnical engineer for acceptability if these guidelines cannot be satisfied by locally available backfill materials. 6.7.2 Re-using Existing Soils Existing native sand soils appear to be suitable for re -use as engineered fill. If soils are encountered during excavation activities that are desired for re -use we recommend that the suitability be confirmed with laboratory testing of bulk samples 6.7.3 Compaction Standard We recommend using ASTM D1557 - Modified Proctor as the laboratory compaction standard. 25G2116 12 6.7.4 Density We recommend compacting each lift to a minimum of the following percentage of the above compaction standard for the respective types of fill materials: Table 6: Compaction Recommendation Type of Engineered Fill % Minimum Compaction Foundation Structural Backfill 95% Slab-on-Grade Backfill 95% Non-structural Foundation Backfill 90% Utility Trenches 90% Within 3 Feet of Pavement Section 95% 6.7.5 Lift Thickness Place engineered backfill and fill materials in lifts not to exceed eight inches in a loose condition, unless the contractor can demonstrate satisfactory results when placing thicker lifts. Maximum compacted lift thickness should not exceed 12 inches in a loose condition. 6.7.6 Moisture In general, granular fill materials should be placed and compacted within two percent of optimum moisture content, as determined by the above applicable compaction standard. When fill materials are not in this range of moisture content, compaction to the required density may be difficult if not impossible. The excavating contractor is responsible for controlling and adjusting moisture content of backfill materials. 6.8 Parking and Drive Areas Parking and drive areas at this site will likely be subjected to passenger vehicle traffic and some truck traffic. As such, pavement sections throughout truck areas are expected to consist of medium duty sections. Light duty sections may be used in automobile parking areas not subjected to trucks. It is our understanding that either asphalt (flexible) or concrete (rigid) pavements may be used. 6.8.1 Preparation Prior to placing materials in parking or drive areas, the site should be scarified and any observed soft or organic soils should be fully removed until competent material is encountered. These areas should be brought to the desired subgrade elevations using compacted engineered fill. After initial grading procedures, subgrade soils should be proof -rolled and observed by a geotechnical engineer or designated representative to determine if soft areas are still present. Any observed soft areas should be removed and replaced with compacted engineered fill to provide a stable subgrade. We recommend that a geotextile fabric ( WisDOT type SAS or equivalent) be placed between the subgrade and the engineered pavement section to provide separation and promote drainage. 25G2116 13 6.8.2 Pavement Sections Recommended pavement sections for asphalt pavements are provided below assuming a 20 - year design life. Table 9: Recommended Pavement Section – Light Duty Pavement Type Wear Course (in) Non-Wear Course (in) Aggregate Base (in) Granular Sub-base (in) Asphalt 1 ½ 2 6 10 Table 10: Recommended Pavement Sections – Medium Duty Pavement Type Wear Course (in) Non-Wear Course (in) Aggregate Base (in) Granular Sub-base (in) Asphalt 2 2 8 12 We recommend using aggregate base meeting the specifications of WisDOT ¾” Dense Graded Base. Granular subbase should meet the requirements of WisDOT Granular backfill - Grade 1. Base and subbase should be compacted to 95 percent of their Modified Proctor dry density. 6.8.3 Subgrade Drainage For drive areas constructed on granular material amongst clay soils, we recommend that surfaces adjacent to drive and parking areas be properly sloped to promote drainage away from the site and reduce the potential for creating a “bathtub” effect in roadway areas. If surface drainage cannot be achieved, we recommend installing drain tile beneath the pavements in low areas or around catch basins. The drain tile should be routed to a nearby manhole, daylight, or other suitable collection point. 6.8.4 Maintenance Achieving the best performance and lifespan of a pavement section requires routine maintenance throughout the pavement life. We recommend that facility operations include plans for performing crack sealing and seal coating of pavements as needed. 7 Recommendations for Construction We offer the following recommendations for use during construction of this project. 7.1 Excavation 7.1.1 Dewatering Groundwater was not encountered at this site at depths affecting construction. However, if excavations extend below the hydrostatic groundwater surface an advanced dewatering system will be required. An experienced dewatering contractor should be contacted for excavations below the hydrostatic groundwater level. 25G2116 14 7.1.2 Over Sizing Excavations for the placement of engineered backfill should extend horizontally at least a minimum of one foot beyond the bottom of footing for every one foot of over excavation depth required below the footing as shown in Figure 2 below. Figure 2: Oversizing Example 7.1.3 Frozen Materials If construction occurs during temperatures below freezing, the base of all excavations and backfill materials should be protected from freezing. Excavated surfaces which become frozen should be completely thawed before placing of backfill or pavement. If freezing has loosened the excavation surface, remove the frozen material to the undisturbed surface. Frozen material should not be used as backfill. 7.2 Observation 7.2.1 Excavations Excavation bottoms and engineered fill operations should be observed by a geotechnical engineer or a designated representative to assure that the recommendations in this report are being followed. In -place density testing should be performed to document that project specifications are met. 7.2.2 Foundations Installation of foundations should be observed and documented by a qualified technician or engineer. We recommend that at a minimum, concrete be tested for air content, temperature, slump, and compressive strength. 7.3 Frequency of Testing For this project, we recommend a minimum density testing frequency of one test per 1,000 square feet of backfill area of backfill and fill (per lift), with a minimum of one test per lift. For isolated locations or questionable areas, we recommend a minimum of one test per occasion. 25G2116 15 8 Limitations of Evaluation and Report 8.1 Site Variations We have based the analyses and recommendations submitted in this report in part on the data obtained from eight (8) SPT borings. The nature and extent of variations at the site will not become evident until construction. Where major variations appear it will be necessary for us to re-evaluate the recommendations of this report. 8.2 Design Review As the geotechnical engineer for this project, we recommend that we be provided an opportunity to perform a general review of final plans and specifications for this project to determine that recommendations provided have been properly interpreted and included in the design. We assume no responsibility for misinterpretation or improper application of our recommendations and conclusions by others. 8.3 Continuity of Professional Responsibility We recommend that we be retained to provide geotechnical engineering services during construction. This would allow us to observe compliance with the plans, compliance with the specifications and recommendations, provides continuity of professional responsibility, and allows design changes to be made in the event that subsurface conditions differ from those anticipated. 8.4 Safe Working Conditions Responsibility to provide safe working conditions for earthwork and below grade aspects of this project is solely that of the contractors working on the project. It appears that the on site soils are generally OSHA Type A and C soils . However, our site exploration was limited to eight boring locations, and therefore excavations should be evaluated individually at the time of construction by the contractor. All local, state and federal requirements, statutes, ordinances, and building codes relating to slopes or temporary sheeting and bracing of trenches and excavations must be observed during construction. 8.5 Exclusive Use We have prepared this report for the exclusive use of DSGW Architects for specific application to the design of the proposed Town of Brule Public Works Garage and Administration Office on Old Highway 2 in Brule, Wisconsin . Professional services provided to this project by us were completed, findings obtained, and recommendations prepared using generally accepted engineering principles and practices. Conclusions and recommendations contained herein are based upon the applicable standards of our profession at the time this report was prepared. No warranty, express or implied, is made. 25G2116 16 APPENDIX Boring Location Map (1 Page) Boring Logs B-1 through B-8 (8 Pages) Soil Classification Data/Boring Log Notes (2 Pages) 1234567 8 9 SSSSHSASSHSASSHSASSHSASSHSASSHSASSHSASS 0.3 9.0 26.0 (TOPSOIL) Silty Sand, trace roots and fibers, fine to mediumgrained, dark brown, moist(SP-SM) POORLY GRADED SAND with Silt, trace gravel,trace roots and fibers, fine to medium grained, light brown,moist, very loose to looseno roots and fibers (SM) SILTY SAND, fine to medium grained, light brown tobrown, moist, loose to medium dense Boring then Backfilled with Bentonite ChipsEnd of Boring CLIENT:Town of Brule Public Works GaragePROJECT: 11/14/25 NE WD AutohammerCAVE IN LEVELWATER LEVEL SITE LOCATION:DSGW Architecture RIGSPT HAMMERBORING STARTEDCREW CHIEFCH WATER LEVEL DSGW ArchitectureBrule, WisconsinARCHITECT - ENGINEER: THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPESIN-SITU, THE TRANSITION MAY BE GRADUAL.11/13/25 11/13/25 REPORT DATE: 7822DT WATER LEVELBORING COMPLETEDABBREVIATIONS: ACR-After Casing Removal, BCR-Before CasingRemoval, AB-After Boring, WD-While Drilling, WS-While Sampling,NE-None Encountered, DB-Diamond Bit, HSA-Hollow Stem Auger,RB-Rock Bit, SS-Split Spoon, ST-Shelby Tube, PA-Power Auger, MR-MudRotary, CS-Continuous, RP-Rock Probe, PH-Percussion Hammer,WL-Water Level, WOH-Weight of Hammer, EIL-Exceeds Instrument Level,TS-Topsoil, PP-Pocket Penetrometer 25G2116 SAMPLE NO.DEPTH (ft)ELEVATION (ft)0.0 10.0 20.0 30.0 101.7 91.7 81.7 71.7 SAMPLE DISTANCEPLASTICLIMIT % TPT Project No.: UNCONFINED COMPRESSIVE STRENGTH (TONS/FT2)PERCENT PASSING #200 SIEVE10 20 30 40 501 2 3 4 5 10 20 30 40 50 Page 1 of 1B-1 See Boring Location Map RECOVERY10 20 30 40 50 DESCRIPTION OF MATERIALWATERCONTENT %LIQUIDLIMIT % WATER LEVELSAMPLE TYPE BORING LOCATION: BORING LOG STANDARD PENETRATION TEST N-VALUE BOREHOLE LOG 25G2116 BRULE PUBLIC WORKS.GPJ TWINPORT.GDT 12/5/25 GRAPHIC LOGSURFACE ELEVATION:101.7 ftSTRATA CHANGE DEPTH35571079 13 5 1234567 8 9 SSSSHSASSHSASSHSASSHSASSHSASSHSASSHSASS 0.44.0 9.0 14.0 26.0 (TOPSOIL) Silty Sand, trace roots and fibers, fine to mediumgrained, dark brown, moist(SP-SM) POORLY GRADED SAND with Silt, trace gravel, withroots and fibers, fine to medium grained, brown, moist, veryloose to loose(SP-SM) POORLY GRADED SAND with Silt, fine to mediumgrained, brown, moist, loose(SM) SILTY SAND, fine to medium grained, brown, moist, loose (SP-SM) POORLY GRADED SAND with Silt, fine grained, lightbrown, moist, loose to medium dense *silt lenses at 15-20 feet Boring then Backfilled with Bentonite ChipsEnd of Boring CLIENT:Town of Brule Public Works GaragePROJECT: 11/14/25 NE WD AutohammerCAVE IN LEVELWATER LEVEL SITE LOCATION:DSGW Architecture RIGSPT HAMMERBORING STARTEDCREW CHIEFCH WATER LEVEL DSGW ArchitectureBrule, WisconsinARCHITECT - ENGINEER: THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPESIN-SITU, THE TRANSITION MAY BE GRADUAL.11/13/25 11/13/25 REPORT DATE: 7822DT WATER LEVELBORING COMPLETEDABBREVIATIONS: ACR-After Casing Removal, BCR-Before CasingRemoval, AB-After Boring, WD-While Drilling, WS-While Sampling,NE-None Encountered, DB-Diamond Bit, HSA-Hollow Stem Auger,RB-Rock Bit, SS-Split Spoon, ST-Shelby Tube, PA-Power Auger, MR-MudRotary, CS-Continuous, RP-Rock Probe, PH-Percussion Hammer,WL-Water Level, WOH-Weight of Hammer, EIL-Exceeds Instrument Level,TS-Topsoil, PP-Pocket Penetrometer 25G2116 SAMPLE NO.DEPTH (ft)ELEVATION (ft)0.0 10.0 20.0 30.0 102.0 92.0 82.0 72.0 SAMPLE DISTANCEPLASTICLIMIT % TPT Project No.: UNCONFINED COMPRESSIVE STRENGTH (TONS/FT2)PERCENT PASSING #200 SIEVE10 20 30 40 501 2 3 4 5 10 20 30 40 50 Page 1 of 1B-2 See Boring Location Map RECOVERY10 20 30 40 50 DESCRIPTION OF MATERIALWATERCONTENT %LIQUIDLIMIT % WATER LEVELSAMPLE TYPE BORING LOCATION: BORING LOG STANDARD PENETRATION TEST N-VALUE BOREHOLE LOG 25G2116 BRULE PUBLIC WORKS.GPJ TWINPORT.GDT 12/5/25 GRAPHIC LOGSURFACE ELEVATION:102.0 ftSTRATA CHANGE DEPTH256681012 12 6 1234567 8 9 SSSSHSASSHSASSHSASSHSASSHSASSHSASSHSASS 0.5 6.5 12.513.015.018.022.526.0 (TOPSOIL) Silty Sand, trace roots and fibers, fine to mediumgrained, dark brown, moist(SP-SM) POORLY GRADED SAND with Silt, trace gravel,trace organics, fine to medium grained, light brown, moist, veryloose to loose(SM) SILTY SAND, trace gravel, fine to medium grained,brown, moist, loose (ML) SILT with Sand, brown, moist, loose(SM) SILTY SAND, fine to medium grained, brown, moist, loose(ML) SILT with Sand, brown, moist, loose(SM) SILTY SAND, fine to medium grained, brown, moist, loose(ML) SILT with Sand, brown, moist, medium denseBoring then Backfilled with Bentonite ChipsEnd of Boring CLIENT:Town of Brule Public Works GaragePROJECT: 11/14/25 NE WD AutohammerCAVE IN LEVELWATER LEVEL SITE LOCATION:DSGW Architecture RIGSPT HAMMERBORING STARTEDCREW CHIEFCH WATER LEVEL DSGW ArchitectureBrule, WisconsinARCHITECT - ENGINEER: THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPESIN-SITU, THE TRANSITION MAY BE GRADUAL.11/13/25 11/13/25 REPORT DATE: 7822DT WATER LEVELBORING COMPLETEDABBREVIATIONS: ACR-After Casing Removal, BCR-Before CasingRemoval, AB-After Boring, WD-While Drilling, WS-While Sampling,NE-None Encountered, DB-Diamond Bit, HSA-Hollow Stem Auger,RB-Rock Bit, SS-Split Spoon, ST-Shelby Tube, PA-Power Auger, MR-MudRotary, CS-Continuous, RP-Rock Probe, PH-Percussion Hammer,WL-Water Level, WOH-Weight of Hammer, EIL-Exceeds Instrument Level,TS-Topsoil, PP-Pocket Penetrometer 25G2116 SAMPLE NO.DEPTH (ft)ELEVATION (ft)0.0 10.0 20.0 30.0 100.3 90.3 80.3 70.3 SAMPLE DISTANCEPLASTICLIMIT % TPT Project No.: UNCONFINED COMPRESSIVE STRENGTH (TONS/FT2)PERCENT PASSING #200 SIEVE10 20 30 40 501 2 3 4 5 10 20 30 40 50 Page 1 of 1B-3 See Boring Location Map RECOVERY10 20 30 40 50 DESCRIPTION OF MATERIALWATERCONTENT %LIQUIDLIMIT % WATER LEVELSAMPLE TYPE BORING LOCATION: BORING LOG STANDARD PENETRATION TEST N-VALUE BOREHOLE LOG 25G2116 BRULE PUBLIC WORKS.GPJ TWINPORT.GDT 12/5/25 GRAPHIC LOGSURFACE ELEVATION:100.3 ftSTRATA CHANGE DEPTH3355887 5 15 1234567 8 9 SSSSHSASSHSASSHSASSHSASSHSASSHSASSHSASS 0.5 7.08.5 18.0 26.0 (TOPSOIL) Silty Sand, trace roots and fibers, fine to mediumgrained, dark brown, moist(SM) SILTY SAND, trace gravel, trace roots and fibers, fine tomedium grained, brown, moist, very loose to loose(ML) SILT with Sand, brown, moist, medium dense(SP-SM) POORLY GRADED SAND with Silt, fine to mediumgrained, light brown, moist, loose (SM) SILTY SAND, fine to medium grained, light brown tobrown, moist, loose Boring then Backfilled with Bentonite ChipsEnd of Boring CLIENT:Town of Brule Public Works GaragePROJECT: 11/14/25 NE WD AutohammerCAVE IN LEVELWATER LEVEL SITE LOCATION:DSGW Architecture RIGSPT HAMMERBORING STARTEDCREW CHIEFCH WATER LEVEL DSGW ArchitectureBrule, WisconsinARCHITECT - ENGINEER: THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPESIN-SITU, THE TRANSITION MAY BE GRADUAL.11/13/25 11/13/25 REPORT DATE: 7822DT WATER LEVELBORING COMPLETEDABBREVIATIONS: ACR-After Casing Removal, BCR-Before CasingRemoval, AB-After Boring, WD-While Drilling, WS-While Sampling,NE-None Encountered, DB-Diamond Bit, HSA-Hollow Stem Auger,RB-Rock Bit, SS-Split Spoon, ST-Shelby Tube, PA-Power Auger, MR-MudRotary, CS-Continuous, RP-Rock Probe, PH-Percussion Hammer,WL-Water Level, WOH-Weight of Hammer, EIL-Exceeds Instrument Level,TS-Topsoil, PP-Pocket Penetrometer 25G2116 SAMPLE NO.DEPTH (ft)ELEVATION (ft)0.0 10.0 20.0 30.0 100.7 90.7 80.7 70.7 SAMPLE DISTANCEPLASTICLIMIT % TPT Project No.: UNCONFINED COMPRESSIVE STRENGTH (TONS/FT2)PERCENT PASSING #200 SIEVE10 20 30 40 501 2 3 4 5 10 20 30 40 50 Page 1 of 1B-4 See Boring Location Map RECOVERY10 20 30 40 50 DESCRIPTION OF MATERIALWATERCONTENT %LIQUIDLIMIT % WATER LEVELSAMPLE TYPE BORING LOCATION: BORING LOG STANDARD PENETRATION TEST N-VALUE BOREHOLE LOG 25G2116 BRULE PUBLIC WORKS.GPJ TWINPORT.GDT 12/5/25 GRAPHIC LOGSURFACE ELEVATION:100.7 ftSTRATA CHANGE DEPTH35411976 6 8 12 3 4 5 SSSSHSASSHSASSHSASS 0.5 6.5 9.011.0 (TOPSOIL) Silty Sand, trace roots and fibers, fine to mediumgrained, dark brown, moist(SP-SM) POORLY GRADED SAND with Silt, trace roots andfibers, fine to medium grained, brown, moist, very loose (SM) SILTY SAND, fine to medium grained, brown, moist,medium dense(SP-SM) POORLY GRADED SAND with Silt, fine to mediumgrained, light brown, moist, medium denseBoring then Backfilled with Bentonite ChipsEnd of Boring CLIENT:Town of Brule Public Works GaragePROJECT: 11/14/25 NE WD AutohammerCAVE IN LEVELWATER LEVEL SITE LOCATION:DSGW Architecture RIGSPT HAMMERBORING STARTEDCREW CHIEFCH WATER LEVEL DSGW ArchitectureBrule, WisconsinARCHITECT - ENGINEER: THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPESIN-SITU, THE TRANSITION MAY BE GRADUAL.11/14/25 11/14/25 REPORT DATE: 7822DT WATER LEVELBORING COMPLETEDABBREVIATIONS: ACR-After Casing Removal, BCR-Before CasingRemoval, AB-After Boring, WD-While Drilling, WS-While Sampling,NE-None Encountered, DB-Diamond Bit, HSA-Hollow Stem Auger,RB-Rock Bit, SS-Split Spoon, ST-Shelby Tube, PA-Power Auger, MR-MudRotary, CS-Continuous, RP-Rock Probe, PH-Percussion Hammer,WL-Water Level, WOH-Weight of Hammer, EIL-Exceeds Instrument Level,TS-Topsoil, PP-Pocket Penetrometer 25G2116 SAMPLE NO.DEPTH (ft)ELEVATION (ft)0.0 10.0 100.5 90.5 SAMPLE DISTANCEPLASTICLIMIT % TPT Project No.: UNCONFINED COMPRESSIVE STRENGTH (TONS/FT2)PERCENT PASSING #200 SIEVE10 20 30 40 501 2 3 4 5 10 20 30 40 50 Page 1 of 1B-5 See Boring Location Map RECOVERY10 20 30 40 50 DESCRIPTION OF MATERIALWATERCONTENT %LIQUIDLIMIT % WATER LEVELSAMPLE TYPE BORING LOCATION: BORING LOG STANDARD PENETRATION TEST N-VALUE BOREHOLE LOG 25G2116 BRULE PUBLIC WORKS.GPJ TWINPORT.GDT 12/5/25 GRAPHIC LOGSURFACE ELEVATION:100.5 ftSTRATA CHANGE DEPTH22 4 16 12 1234567 SSSSHSASSHSASSHSASSHSASSHSASS 0.5 16.0 (TOPSOIL) Silty Sand, trace roots and fibers, fine to mediumgrained, dark brown, moist(SM) SILTY SAND, fine to medium grained, brown, moist, veryloose to medium dense trace gravel Boring then Backfilled with Bentonite ChipsEnd of Boring CLIENT:Town of Brule Public Works GaragePROJECT: 11/14/25 NE WD AutohammerCAVE IN LEVELWATER LEVEL SITE LOCATION:DSGW Architecture RIGSPT HAMMERBORING STARTEDCREW CHIEFCH WATER LEVEL DSGW ArchitectureBrule, WisconsinARCHITECT - ENGINEER: THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPESIN-SITU, THE TRANSITION MAY BE GRADUAL.11/14/25 11/14/25 REPORT DATE: 7822DT WATER LEVELBORING COMPLETEDABBREVIATIONS: ACR-After Casing Removal, BCR-Before CasingRemoval, AB-After Boring, WD-While Drilling, WS-While Sampling,NE-None Encountered, DB-Diamond Bit, HSA-Hollow Stem Auger,RB-Rock Bit, SS-Split Spoon, ST-Shelby Tube, PA-Power Auger, MR-MudRotary, CS-Continuous, RP-Rock Probe, PH-Percussion Hammer,WL-Water Level, WOH-Weight of Hammer, EIL-Exceeds Instrument Level,TS-Topsoil, PP-Pocket Penetrometer 25G2116 SAMPLE NO.DEPTH (ft)ELEVATION (ft)0.0 10.0 20.0 99.7 89.7 79.7 SAMPLE DISTANCEPLASTICLIMIT % TPT Project No.: UNCONFINED COMPRESSIVE STRENGTH (TONS/FT2)PERCENT PASSING #200 SIEVE10 20 30 40 501 2 3 4 5 10 20 30 40 50 Page 1 of 1B-6 See Boring Location Map RECOVERY10 20 30 40 50 DESCRIPTION OF MATERIALWATERCONTENT %LIQUIDLIMIT % WATER LEVELSAMPLE TYPE BORING LOCATION: BORING LOG STANDARD PENETRATION TEST N-VALUE BOREHOLE LOG 25G2116 BRULE PUBLIC WORKS.GPJ TWINPORT.GDT 12/5/25 GRAPHIC LOGSURFACE ELEVATION:99.7 ftSTRATA CHANGE DEPTH125816910 1234567 SSSSHSASSHSASSHSASSHSASSHSASS 0.5 16.0 (TOPSOIL) Silty Sand, trace roots and fibers, fine to mediumgrained, dark brown, moist(SM) SILTY SAND, trace gravel, trace roots and fibers, fine tomedium grained, brown, moist, very loose to medium dense *silt lenses at 12 feet Boring then Backfilled with Bentonite ChipsEnd of Boring CLIENT:Town of Brule Public Works GaragePROJECT: 11/14/25 NE WD AutohammerCAVE IN LEVELWATER LEVEL SITE LOCATION:DSGW Architecture RIGSPT HAMMERBORING STARTEDCREW CHIEFCH WATER LEVEL DSGW ArchitectureBrule, WisconsinARCHITECT - ENGINEER: THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPESIN-SITU, THE TRANSITION MAY BE GRADUAL.11/14/25 11/14/25 REPORT DATE: 7822DT WATER LEVELBORING COMPLETEDABBREVIATIONS: ACR-After Casing Removal, BCR-Before CasingRemoval, AB-After Boring, WD-While Drilling, WS-While Sampling,NE-None Encountered, DB-Diamond Bit, HSA-Hollow Stem Auger,RB-Rock Bit, SS-Split Spoon, ST-Shelby Tube, PA-Power Auger, MR-MudRotary, CS-Continuous, RP-Rock Probe, PH-Percussion Hammer,WL-Water Level, WOH-Weight of Hammer, EIL-Exceeds Instrument Level,TS-Topsoil, PP-Pocket Penetrometer 25G2116 SAMPLE NO.DEPTH (ft)ELEVATION (ft)0.0 10.0 20.0 98.3 88.3 78.3 SAMPLE DISTANCEPLASTICLIMIT % TPT Project No.: UNCONFINED COMPRESSIVE STRENGTH (TONS/FT2)PERCENT PASSING #200 SIEVE10 20 30 40 501 2 3 4 5 10 20 30 40 50 Page 1 of 1B-7 See Boring Location Map RECOVERY10 20 30 40 50 DESCRIPTION OF MATERIALWATERCONTENT %LIQUIDLIMIT % WATER LEVELSAMPLE TYPE BORING LOCATION: BORING LOG STANDARD PENETRATION TEST N-VALUE BOREHOLE LOG 25G2116 BRULE PUBLIC WORKS.GPJ TWINPORT.GDT 12/5/25 GRAPHIC LOGSURFACE ELEVATION:98.3 ftSTRATA CHANGE DEPTH2478678 1234567 SSSSHSASSHSASSHSASSHSASSHSASS 0.5 9.0 16.0 (TOPSOIL) Silty Sand, trace roots and fibers, fine to mediumgrained, dark brown, moist(SM) SILTY SAND, trace gravel, trace roots and fibers, fine tomedium grained, brown, moist, very loose to loose not roots and fibers(SP-SM) POORLY GRADED SAND with Silt, fine to mediumgrained, light brown, moist, loose*trace silt lenses Boring then Backfilled with Bentonite ChipsEnd of Boring CLIENT:Town of Brule Public Works GaragePROJECT: 11/14/25 NE WD AutohammerCAVE IN LEVELWATER LEVEL SITE LOCATION:DSGW Architecture RIGSPT HAMMERBORING STARTEDCREW CHIEFCH WATER LEVEL DSGW ArchitectureBrule, WisconsinARCHITECT - ENGINEER: THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY LINES BETWEEN SOIL TYPESIN-SITU, THE TRANSITION MAY BE GRADUAL.11/14/25 11/14/25 REPORT DATE: 7822DT WATER LEVELBORING COMPLETEDABBREVIATIONS: ACR-After Casing Removal, BCR-Before CasingRemoval, AB-After Boring, WD-While Drilling, WS-While Sampling,NE-None Encountered, DB-Diamond Bit, HSA-Hollow Stem Auger,RB-Rock Bit, SS-Split Spoon, ST-Shelby Tube, PA-Power Auger, MR-MudRotary, CS-Continuous, RP-Rock Probe, PH-Percussion Hammer,WL-Water Level, WOH-Weight of Hammer, EIL-Exceeds Instrument Level,TS-Topsoil, PP-Pocket Penetrometer 25G2116 SAMPLE NO.DEPTH (ft)ELEVATION (ft)0.0 10.0 20.0 100.4 90.4 80.4 SAMPLE DISTANCEPLASTICLIMIT % TPT Project No.: UNCONFINED COMPRESSIVE STRENGTH (TONS/FT2)PERCENT PASSING #200 SIEVE10 20 30 40 501 2 3 4 5 10 20 30 40 50 Page 1 of 1B-8 See Boring Location Map RECOVERY10 20 30 40 50 DESCRIPTION OF MATERIALWATERCONTENT %LIQUIDLIMIT % WATER LEVELSAMPLE TYPE BORING LOCATION: BORING LOG STANDARD PENETRATION TEST N-VALUE BOREHOLE LOG 25G2116 BRULE PUBLIC WORKS.GPJ TWINPORT.GDT 12/5/25 GRAPHIC LOGSURFACE ELEVATION:100.4 ftSTRATA CHANGE DEPTH1227756 BORING LOG NOTES Water Level Water levels indicated on the boring logs are as measured at stated times. In c lean sand soils, the elevations indicated are considered relatively reliable levels. However, in less permeable soils, even after several days of monitoring, accurate determinations may not be possible. Therefore, additional/alternative methods of groundwater elevation monitoring should be sought. Commonly Used Moisture Conditions of Soils Term Meaning Dry Requires the addition of considerable mo isture to attain optimum for compaction Moist Near optimum moisture for compaction Wet Requires drying to attain optimum moisture for compaction Waterbearing Saturated granular soils Gradation Description and Terminology Soil Type Particle Name Size Range Coarse Grained Soils Boulders Over 12” Cobbles 3”-12” Gravels #4-3” Gravels – Coarse ¾”-3” Gravels – Fine #4-¾” Sands #200-#4 Sands – Coarse #10-#4 Sands – Medium #40-#10 Sands – Fine #200-#40 Fine Grained Soils Silt 0.005 mm-#200 Clay Less than 0.005 mm Descriptive Terms of Components Present in Sample (other than ASTM D 2487) Term Percent of Dry Weight Trace 1-5% With 5-12% Some 12-30% And 30-50% Relative Density of Granular Soils N-Value (SPT) Relative Density Standard “N” Penetration 0-4 Very Loose Blows per foot of a 140 pound hammer 5-10 Loose falling 30” on a 2” outside diameter 11-30 Medium Dense split barrel sampler 31-50 Dense Over 50 Very Dense Consistency of Cohesive Soils N-Value (SPT) Consistency (Q, tsf or kg/cm2) 0-2 Very Soft Less than 0.25 3-4 Soft 0.25-0.50 5-8 Medium 0.50-1.00 9-15 Stiff 1.00-2.00 16-30 Very Stiff 2.00-4.00 Over 30 Hard 4.00-8.00 UNIFIED SOIL CLASSIFICATION SYSTEM – ASTM D 2487 25170 – Brule Public Works Garage 00 40 00 - 1 BID FORMS - INSTRUCTIONS SECTION 00 40 00 BID FORMS - INSTRUCTIONS Loose copies or photocopies of the bid form following this Section shall be used by the bidder in submitting his bid (do not remove the attached forms from this document). The Bidder shall complete all the following items or the bid may be rejected. (See Sections 00 21 13 and 00 22 13 for additional requirements). 1. Date the Bid. 2. Clearly state the amount of the Base Bid in Written and Numerical Form. 3. Acknowledge receipt of all Addenda. 4. Complete any remaining required items. 5. Sign and indicate current mailing address, telephone and telefax numbers. 6. Include all required prevailing wage rates as related to section 00 22 13 & 00 73 00. 7. Include number of days of construction (schedule). END OF SECTION 25170 – Brule Public Works Garage 00 41 00 - 1 BID FORM SECTION 00 41 00 BID FORM THE PROJECT AND THE PARTIES 1.01 TO: A. Brule Public Works Garage Brule, WI 1.02 FOR: A. BRULE PUBLIC WORKS GARAGE 1.03 DATE: ______________________ (Bidder to enter date) 1.04 SUBMITTED BY: (Bidder to enter name and address) A. Bidder's Full Name 1. Address 2. City, State, Zip 3. Contact 4. Phone 5. Email 1.05 BASE BID A. Having examined the Place of The Work and all matters referred to in the Instructions to Bidders and the Contract Documents prepared by DSGW Architects for the above-mentioned project, we, the undersigned, hereby offer to enter into a Contract to perform the Work for the Sum of: _____________________________________________________________________ dollars ($______________________), in lawful money of the United States of America. 1.06 ACCEPTANCE A. This offer shall be open to acceptance and is irrevocable for thirty days from the bid closing date. B. If this bid is accepted by Owner within the time period stated above, we will: 1. Execute the Agreement within ten days of receipt of Notice of Award. 2. Furnish the required bonds within ten days of receipt of Notice of Award. 3. Commence work within seven days after written Notice to Proceed of this bid. 1.07 CONTRACT TIME A. Bidder agrees to commence the work after a "Notice to Proceed" has been issued by the Owner. B. Contractor to finish the work in ____ weeks. 25170 – Brule Public Works Garage 00 41 00 - 2 BID FORM 1.08 ADDENDA A. The following Addenda have been received. The modifications to the Bid Documents noted below have been considered and all costs are included in the Bid Sum. 1. Addendum # _______ Dated ________________. 2. Addendum # _______ Dated ________________. 3. Addendum # _______ Dated ________________. 1.09 OWNER’S RIGHT TO REJECT A. In submitting this Bid, the Bidder understands that the right is reserved by the Owner to reject any and all Bids, and to waive any informalities and irregularities in the Bids received and to accept the Bid which, in the Owner’s judgment, is in the Owner’s own best interests. 1.10 OWNER’S REQUIREMENTS A. In submitting this Bid, the Bidder must include all information related to Fond du Lac tribal requirements included in section 00 73 00. 1.11 BID SECURITY A. Enclosed herewith is a certified check________, cashier’s check________, bidder’s bond________, (check one), in the amount of: $_______________________________ __________________________________________Dollars ($__________________), being at least 5% of the amount of the proposal, made payable to the Owner as a proposal guarantee which it is agreed by the undersigned will be forfeited to the Owner as Liquidated Damage in the event I (we) fail to enter into a Contract or fail to furnish the required Performance and Payment Bonds within ten (10) days after received Notice of Award and acceptance of this Bid by the Owner. B. If base bid is less than $500,000, leave this section blank. 1.12 BID FORM SIGNATURE(S) A. The Corporate Seal of ____________________________________________ (Bidder - print the full name of your firm) was hereunto affixed in the presence of: ____________________________________________ (Authorized signing officer, Title) (Seal) ____________________________________________ (Authorized signing officer, Title) END OF BID FORM 25170 – Brule Public Works Garage REQUEST FOR APPROVAL 00 43 25 - 1 OF SUBSTITUTIONS SECTION 00 43 25 REQUEST FOR APPROVAL OF SUBSTITUTION Damberg Scott Gerzina Wagner Architects, Inc. BRULE PUBLIC WORKS GARAGE DSGW PROJECT NO.: 25170.00 DATE: BID DATE: We hereby submit for your consideration the following product to replace the specified item for the above project. SECTION LINE NO. SPECIFIED ITEM Proposed Substitution: [ ] Complete technical data, including laboratory tests, if applicable, is attached (include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its installation). Does the substitution affect dimensions shown on Drawings? [ ] Yes [ ] No If Yes Describe: Will the undersigned pay for changes to the building design, including Engineering and detailing costs caused by the requested substitution? [ ] Yes [ ] No Does substitution affect other trades? [ ] Yes [ ] No If Yes Describe: Does substitution impact construction schedule? [ ] Yes [ ] No If Yes Describe: Manufacturer's guarantees of the proposed and specified items are different? [ ] Yes [ ] No (Explain on attachment) Submitted By: RESPONSE OF ARCHITECT* [ ] Request is approved subject to Signature compliance with the Specification and an Addendum will be issued. Firm [ ] Approval cannot be granted because this request did not reach this office within the specified time. Address [ ] Approval cannot be granted at this Date: time. Telephone: [ ] Prior Approval for this substitution is not required by the Specification Email Address: By: *Written response will be made if stamped Signature self-addressed envelope is submitted with Date: this request. END OF SECTION 25170 – Brule Public Works Garage 00 72 00 - 1 GENERAL CONDITIONS SECTION 00 72 00 GENERAL CONDITIONS FORM OF GENERAL CONDITIONS 1.01 THE GENERAL CONDITIONS APPLICABLE TO THIS CONTRACT IS INCLUDED BY REFERENCE. A COPY OF THE GENERAL CONDITIONS IS ON FILE AT THE OFFICE OF THE ARCHITECT FOR THOSE WISHING TO VIEW IT. RELATED REQUIREMENTS 2.01 AIA DOCUMENT A201, GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, 2017 EDITION, IS THE GENERAL CONDITIONS BETWEEN THE OWNER AND CONTRACTOR. SUPPLEMENTARY CONDITIONS 3.01 REFER TO DOCUMENT 00 73 00 - SUPPLEMENTARY CONDITIONS FOR AMENDMENTS TO THESE GENERAL CONDITIONS. END OF SECTION 25170 – Brule Public Works Garage 00 73 00 - 1 SUPPLEMENTARY CONDITIONS SECTION 00 73 00 SUPPLEMENTARY CONDITIONS PART 1 GENERAL 1.01 SUMMARY 1.02 THESE SUPPLEMENTARY CONDITIONS AMEND AND SUPPLEMENT THE GENERAL CONDITIONS DEFINED IN DOCUMENT 00 72 00 - GENERAL CONDITIONS AND OTHER PROVISIONS OF THE CONTRACT DOCUMENTS AS INDICATED BELOW. PROVISIONS THAT ARE NOT SO AMENDED OR SUPPLEMENTED REMAIN IN FULL FORCE AND EFFECT. 1.03 THE TERMS USED IN THESE SUPPLEMENTARY CONDITIONS THAT ARE DEFINED IN THE GENERAL CONDITIONS HAVE THE MEANINGS ASSIGNED TO THEM IN THE GENERAL CONDITIONS. 1.04 MODIFICATIONS TO GENERAL CONDITIONS PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED MODIFICATIONS TO AIA A201 4.01 ARTICLE 1.1.1 - THE CONTRACT DOCUMENTS A. Add the following sentence to the end of Subparagraph 1.1.1: 1. The Contract Documents executed or identified in accordance with Subparagraph 1.5.1 shall prevail in case of an inconsistency with subsequent versions made through manipulatable electronic operations involving computers. 4.02 ARTICLE 1.2 - CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS A. Add the following Subparagraph 1.2.4 to Paragraph 1.2: B. 1.2.4: If there is an inconsistency in the quality or quantity of Work required by the Contract Documents, the greater quality or quantity of Work indicated shall be provided in accordance with the Architect's interpretation, and no change in the Contract Sum will be permitted. 4.03 ARTICLE 1.5 - OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE A. Add the following Subparagraph 1.5.3 to Paragraph 1.5: 1. 1.5.3 Contractor's Use of Instruments of Service in Electronic Form. 2. 1.5.3.1The Architect may, with the concurrence of the Owner, furnish to the Contractor versions of instruments of Service in electronic form. The Contract Documents executed or identified in accordance with Subparagraph 1.5.1 shall prevail in case of an inconsistency with subsequent versions made through manipulatable electronic operations involving computers. 3. 1.5.3.2The Contractor shall not transfer or reuse instruments of Service in electronic or machine readable form without prior written consent of the Architect. 4.04 ARTICLE 4.2 - ARCHITECTS ADMINISTRATION OF THE CONTRACT A. Add clause 4.2.2.1 to Subparagraph 4.2.2: 1. 4.2.2.1The Contractor shall reimburse the Owner for compensation to the Architect for additional site visits made necessary by the fault, neglect or request of the Contractor. 4.05 ARTICLE 11.1 – CONTRACTOR’S INSURANCE AND BONDS A. ADD the following Subparagraphs to 11.1.2: B. Add the following Clauses 11.1.2.2 through 11.1.2.2.3 to Subparagraph 11.1.2: 1. 11.1.2.2: The limits for Worker's Compensation and Employers' Liability insurance shall meet statutory limits mandated by State and Federal Laws. If (1) limits in excess of those required by statute are to be provided or (2) the employer is not statutorily bound to obtain such insurance coverage or (3) additional coverages are required, additional coverages and limits for such insurance shall be as follows: 25170 – Brule Public Works Garage 00 73 00 - 2 SUPPLEMENTARY CONDITIONS 2. 11.1.2.2.1: The limits for Commercial General Liability insurance including coverage for Premises-Operations, Independent Contractors' Protective, Products -Completed Operations, Contractual Liability, Personal Injury and Broad Form Property Damage (including coverage for Explosion, Collapse, and Underground Hazards) shall be as follows: a. $1,000,000 Each Occurrence b. $1,000,000 General Aggregate c. $1,000,000 Personal and Advertising Injury d. $1,000,000 Products-Completed Operations Aggregate .1: The policy shall be endorsed to have the General Aggregate apply to this Project only. .2: The Contractual Liability Insurance shall include coverage sufficient to meet the obligations in AIA Document A201-2017. .3: Products and Completed Operations Insurance shall be maintained for a period of at least (1) year(s) after either 90 days following Substantial Completion or final payment whichever is earlier. 3. 11.1.2.2.2: Automobile Liability insurance (owned, non-owned and hired vehicles) for bodily injury and property damage shall be as follows: a. $1,000,000 Each Accident 4. 11.1.2.2.3: Umbrella or Excess Liability coverage shall be as follows: a. $1,000,000 Each Occurrence 4.06 ARTICLE 11.1.3 - CONTRACTORS LIABILITY INSURANCE A. Add the following sentence to Subparagraph 11.1.3: 1. If this insurance is written on a Commercial General Liability policy form, the certificates shall be ACORD form 25-S, completed and supplemented in accordance with AIA Document G715, Instruction Sheet and Supplemental Attachment for ACORD Certificate of Insurance 25-S. 4.07. ADDITIONAL LAWS AND REGULATIONS A. The Bidder's attention is directed to the fact that all applicable State laws, County and municipal ordinances and the Rules and Regulations of all authorities having jurisdiction over the construction of the project shall apply to the contract throughout and they will be deemed to be included in the Contract the same as though written. B. The bidders shall account for most recent edition of Prevailing Wage Rates set forth by the State of Wisconsin – Douglas County. 1. https://dwd.wisconsin.gov/er/laborstandards/prevailingwage/ C. The bidders shall account for most recent edition of Prevailing Wage Rates set forth by the U.S. Department of Labor. D. Project is Tax-Exempt. END OF SECTION 25170 – Brule Public Works Garage 01 10 00 - 1 SUMMARY SECTION 01 10 00 SUMMARY PART 1 GENERAL 1.01 PROJECT A. Project Name: Brule Public Works Garage B. Owner: City of Brule C. Architect's Name: DSGW Architecture 1. 2 West First Street, Suite 201 2. Duluth, MN 55802 3. Phone: 218-727-2626 D. Structural Engineer: Northland Consulting Engineers L.L.P. 1. 102 South 21st Avenue West, Suite 1 2. Duluth, MN 55806 3. Phone: 218-727-5995 E. Civil/Mechanical/Electrical Engineer: Windsor Engineers 1. 4802 Oneota St – Suite 2 2. Duluth, MN 55807 3. Phone: 612-389-1658 F. The Project consists of a new commercial transportation garage building for the City of Brule in Brule, Wisconsin. The work includes construction of a Pre-Engineered Metal Building. Construction includes but is not limited to: foundation work for structure, concrete, minimum steel/metals work, carpentry/woods/plastics and composites, thermal properties, openings, finishes, specialties, furnishings, mechanical, electrical, plumbing, and civil work. See drawings and specifications herein. Coordinated work to be in compliance with most recent prevailing wage rates and the requirements of the State of WI building code requirements. Project is Tax-exempt. 1.02 CONTRACT DESCRIPTION A. Contract Type: A single prime contract based on a Stipulated Price as described in the drawings and specifications. B. These Specifications with the accompanying Drawings are intended to describe and illustrate all work necessary to carry out the work of the project listed. 1. Provide labor, materials articles, equipment, incidentals, items, tools, services, supplies, methods, operations, skills in such quantities as may be necessary to complete Project within the intent of the Contract Documents. Singular notations shall be considered plural where plural application is reasonably inferable. Mention or indication of extent of work under any work Division or Specification Section is done only for convenience of Contractor and shall not be construed as describing all work required under that Division or Section. 2. Drawings: The List of Drawing Sheets is included in Section 00 01 15. Contractors and all Subcontractors shall be bound by the information and requirements provided by the complete set of Drawings. Individual Detail Sheets shall be considered with and as a part of the Drawings and the overall Contract Documents. 3. The Divisions and Sections of the Technical Specifications primarily apply to the various trade divisions, but Contractor and all Subcontractors shall be bound to the information and requirements of the complete set of Specifications. 4. Other Requirements: The requirements of all Sections of Divisions 00 and 01 apply to and shall govern the Contractor and all Subcontractors for this Project. Supplementary General Conditions and all Sections Division 01 shall govern Work of all technical Sections. Where provisions and requirements are referred to as the responsibility of the Contractor or a particular Subcontractor, he shall have the primary responsibility to accomplish, provide, assume, and enforce, but the Contractor and all Subcontractors shall be governed by the requirements and cooperate fully in fulfilling the requirements. 25170 – Brule Public Works Garage 01 10 00 - 2 SUMMARY 5. Examination of Site and Documents: In submitting a bid and in accepting a Contract award, the Contractor represents he has examined the site, existing conditions as well as the entire set of documents, in accordance with the General Conditions and agrees to be bound by all conditions of the site, existing conditions, and all documents, without additional cost. 1.03 DESCRIPTION OF ALTERATIONS WORK A. Scope of demolition and removal work is shown on drawings and specified in Section 02 41 00. Design intent is to match that of existing conditions/systems. 1.04 WORK BY OWNER A. Refer also to document 00 72 00, General Conditions, Article 6.1. B. The Owner reserves the right to let other contracts in connection with this Project. This Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and execution of their work, and shall properly connect and coordinate his work with theirs. C. The Owner reserves the right to jointly occupy the premises with the Contractor in the performance of his duties and functions. The Owner also reserves the right to: enter into the Project and premises at all times; make installations of materials and equipment at appropriate times as the Work progresses; install equipment, furniture, and furnishings when spaces are at appropriate stages of completion. Contractor shall coordinate work with the Owner and cooperate with the Owner to minimize undue interferences. D. If any part, unit, phase, or the entire Project is substantially complete or ready for occupancy, the Owner may, upon notice to the Contractor, and without prejudice to any of the rights of the Owner or Contractors, enter into and make use of the Work that is substantially complete. 1.05 OWNER OCCUPANCY A. Owner intends to occupy the Project upon Substantial Completion. B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. C. Schedule the Work to accommodate Owner occupancy. 1.06 CONTRACTOR USE OF SITE AND PREMISES A. Do not infringe on areas outside of the established construction limits indicated on Drawings or designated by the Owner without permission of the Owner. Arrange temporary easements which may be required for construction operations, maintain safety precautions, and return to original conditions upon completion of the Contract. The Owner may caution Contractor about conditions which they observe, but shall not be held responsible to provide such advice or for enforcing any protection. B. Contractors and all other persons connected with this project shall only use parking areas approved. C. Contractors shall use and maintain in clean condition site access route as designated. No other access shall be used for vehicles or men. D. Move any stored products which interfere with operations of Owner or other Contractors. E. Do not load structures with weights which will endanger the structure. F. Maintain site in safe condition and keep free of construction materials and debris. G. Maintain fire protection and access at all times. Permit immediate access by firefighting equipment. H. Hazardous Protection: Warning signals, barricades and other protective measures for hazard shall be in place or operate 24 hours per day. I. The Contractor shall do all patching of existing property on or adjacent to the site, including but not limited to: walks, pavements, roadways, structures, and utilities which are cut or damaged by construction and are not designated for removal, relocation or replacement in the course of the construction. J. Work occurring on public property shall be constructed in accordance with all laws, ordinances, rules, regulations and orders of any public authority having jurisdiction. 25170 – Brule Public Works Garage 01 10 00 - 3 SUMMARY K. Site Management Requirements: 1. The Prime Contractor shall coordinate all work on site with the Owner and Architect. 2. General: Upon commencement of the Work at the site, the Prime Contractor shall assume the site management at areas within construction limits as agreed to by the Owner and Contractor, other areas where work is to be performed and adjacent storage areas, to provide proper direction to all contractors, subcontractors and workmen. Site management shall be coordinated with the Owner and shall include maintaining areas as specified and required to be free of construction activity, parking and storage where it is necessary to provide clear access and areas for the Owner's functions. 3. Responsibilities: Site management and maintenance shall include, but not be limited to: enforcement of access, parking, delivery, storage, noise and other restrictions; maintenance of fences in good condition; providing and maintaining temporary facilities as specified; dewatering the excavations, except water in trenches and excavations made by subcontractors solely for their own work; protection of adjacent structures as may be damaged caused by water; overall fire and safety management; protection for site features to remain; temporary partitions, closures, dust barriers and similar to separate work areas in existing building spaces; and similar overall or general management of the site and adjacent public and other property to fulfill the obligations of this Contract. 4. Fencing: Not applicable. 5. Use of Streets: Where the conduct of the work requires the obstruction or use of a roadway or parking lot, it shall be the responsibility of the respective Contractor to secure all necessary permission from the Owner. Contractors shall be responsible for the protection of the public in the vicinity of the work and nothing in these specifications shall be construed to relieve him of said responsibility. Protective devices shall conform to the requirements of the Highway Department having jurisdiction and/or the proper public authorities and shall be installed as required by the Owner. L. Provide access to and from site as required by law and by Owner: 1. Emergency Building Exits During Construction: Keep all exits required by code open during construction period; provide temporary exit signs if exit routes are temporarily altered. 2. Do not obstruct roadways, sidewalks, or other public ways without permit. 1.07 WORK SEQUENCE A. Schedule Information: 1. The Notice to Proceed will not be issued until Owner and Architect have reviewed and approved all bidding information. B. Begin work when scheduled by general contractor to achieve substantial completion as scheduled to prevent delay in the work by others. C. Deviations in the schedule must be authorized by the architect and owner. D. Time Set by Schedule: Where the constraints, completion and timing of Work specified in this or other Sections do not have specific dates or time imposed by the Contract Documents, they shall be considered and incorporated as established dates in the final Construction Schedule of the Prime Contractor. Where the activity affects the Owner, the time or dates established in the construction schedule shall be maintained, as the Owner will plan his activities accordingly. E. Other Considerations: In addition to the time of commencement, substantial completion and final completion dates, all other events, fasteners, and constraints shall be carefully considered in establishing the work program and schedule of the Project. The Contractor and subcontractors shall work closely in timing of operations and shall have materials, equipment and other elements ready to be able to immediately fulfill their obligations in the overall schedule. F. Final Completion: Within 10 days after substantial completion. 25170 – Brule Public Works Garage 01 10 00 - 4 SUMMARY G. Time of Completion: 1. The Contractor agrees that said work shall be prosecuted regularly, diligently, and uninterruptedly at such rate of progress as will ensure full completion thereof within the time specified. It is expressly understood and agreed, by and between the Contractor and the Owner, that the time for completion of the same, taking into consideration the average climatic range and usual industrial conditions prevailing in this locality. 2. Delays and Extension of Time: All time limits stated in the Contract Documents are of the essence of the Contract. The Contractor may be granted an extension of time and/or relief of Liquidated Damages because of causes beyond the Contractor's control which constitute a justifiable delay. The Owner will extend the time subject to the following provisions: a. Claims for extension of time shall be made per Article 8 of the GENERAL CONDITIONS. b. Written notice of the delay, an explanation of the cause and an estimate of the length of delay shall be forwarded to the Architect within five days of the beginning of such delay. c. Claims for extension of time shall be stated in numbers of whole calendar days. The actual dates on which the delay(s) occurred must be stated. In the case of claims for extension of time because unusual inclement weather prevented the execution of major items of the Work on normal working days, calendar days shall be computed by multiplying normal work days (five days per week) by a factor of 1.4. Contractor must provide documentation of all weather related delays and claims for the extension will be allowed only if the weather is distinctly out of line with the ten year average. d. Any claim for extension of time for strikes or lockouts shall be supported by a situation of facts concerning the strike, including but not limited to, the dates, the craft concerned, and the reason for the strike, efforts to resolve the dispute, and efforts to minimize the impact of the strike in progress. e. Any claims for extension of time for delays in transportation or for failure of suppliers shall be supported by a citation of facts demonstrating that the delays are beyond the Contractor's control, including, but not limited to, his efforts to overcome such delays. f. The time extensions for changes in the Work will depend upon the extent, if any, by which the changes cause delay in the completion of various elements of construction. g. A Change Order granting the time extension may provide that the Contract Completion Date will be extended only for those specific elements so delayed and that the remaining work will not be altered. Further, the amended completion date shall be of essence to this contract and shall be subject to the same conditions as the original completion time. 3. Project Schedule: a. General: The General Contractor shall prepare the Final Contractors Construction Schedule for the Work. The location and nature of the Project, the requirement to maintain the operation, functions, and services of the Owner dictates careful planning, scheduling and close cooperation between the Contractor, subcontractors and the Owner. The Contractor shall keep the Owner advised of his intended operations and schedule and be guided by other constraints or timing of work that may develop during construction. It is the intent of the Owner to cooperate as far as possible to minimize hampering of operations and the Contractor may suggest schedules and timing which will facilitate progress. b. Within ten work days after award of the Contract, prepare, submit and review with the Owner and Architect a detailed schedule addressing work activities and estimate duration of the activities. This schedule shall be prepared in such detail and form as the Architect may require and will be subject to the Approval of the Architect and Owner. 25170 – Brule Public Works Garage 01 10 00 - 5 SUMMARY c. In general, the schedule shall indicate the various phases of work coordinated and integrated time-wise with the other work. The schedule shall also indicate the various activities of each of the areas, stages, and phases of work, with integrated and coordinated commencement and completion times. After review by the Owner, including any revised sequencing proposed by the Contractor or Owner to improve the progress or minimize the disruption of the Owner's functions, the Contractor shall revise the schedule as the "final" schedule, which will provide the planning information for the Owner's relocation and other operations. d. Submit schedule updates and Material Status Report updates with applications of payments as requested by the Architect. e. Furnish manpower staffing information as requested by the Owner or Architect. f. Coordinate the letting of subcontracts, material purchases, shop drawings submissions, delivery of materials, sequence of operations, etc., to conform to the Project Schedule and furnish proof of same as may be required by the Architect. g. Revise and periodically update the Project Schedule as necessary to conform to the current status of the project and furnish copies to the Owner, Architect, and subcontractors. 4. Commencement of Work: a. No Contractor shall commence Work nor allow any Subcontractor or Sub- subcontractor to commence the Work until: 1) The Contract has been fully executed; and the Owner, has issued a Notice to Proceed. 2) The Owner has approved evidence of the Contractor's Liability Insurance and any other insurance required to be purchased by the Contractor. 5. Performance/Payment Bond: Required 6. Other Bonds, Permits, Fees: a. The GENERAL CONTRACTOR shall secure and pay the cost of the building permit for the Project. Included will be the building permit fees, plan check fees, State surcharge, and other fees customarily charged for the building permit. b. The GENERAL CONTRACTOR shall secure and pay any additional costs for the Certificate of Occupancy for the Project. c. Each CONTRACTOR OR SUBCONTRACTORS shall secure and pay for all other bonds, permits, governmental fees, license and inspections required necessary for the proper execution and completion of this work. 7. Layout of the Work: a. The PRIME CONTRACTOR shall be responsible for and shall assist Subcontractors and Prime Trade Contractors in the location of walls, partitions, columns, beams, floors, ceilings, and openings therein where their work must be located and placed prior to the erection of these items. b. The Contractor and/or Subcontractor is responsible for the accuracy with respect to layout of their work. Immediately report any perceived discrepancies or errors in the Drawings to the Architect and make adjustments in accordance with instructions given by the Architect. c. The contractor and subcontractor shall recognize that the drawings necessarily are diagrammatic in many instances. All work and in particular exposed piping, ducts, conduit and similar items shall be neatly and carefully laid out to provide the most useful space utilization and the most orderly appearance. Piping and similar work shall be installed as close to ceilings and walls as conditions permit, located to prevent interference with other work or with the use of the spaces in the manner required by the functions of the room and staff. Valves shall be located in inconspicuous but accessible places. Before proceeding with any work, particularly where exposed, the Contractor shall carefully plan the layout and review it with the Architect for acceptability of location. 8. Openings, Blocking, Backing and Grounds: a. Each Trade Contractor shall be responsible for providing backing and grounds in all walls and above ceilings necessary for the installation of all contracted work. 25170 – Brule Public Works Garage 01 10 00 - 6 SUMMARY b. Make suitable preparations for the hangers, inserts, anchors, grounds and supports that are to be embedded in concrete, masonry walls, floors, partitions or structural members, or that are to pass through or be attached thereto. Provide and install proper sleeves, boxes, receptacles or chases for all openings or recesses to receive work occurring in or passing through any such members, all of which shall be located accurately and secured firmly in place before any such masonry has been erected, concrete poured or walls/ceilings enclosed. 9. Field Dimensions: The need to obtain accurate file dimensions in ample time to permit fabrication of materials and equipment, for delivery and installation in accordance with the schedule, shall be recognized. Each Contractor and all subcontractors shall cooperate in completing work phases to accommodate the schedule for obtaining dimensions and to prevent fabrication delay. In the event it is impractical to have work in place to permit field dimensions, the Contractor shall guarantee necessary dimensions, before construction, to the various fabricators and be responsible to ensure the dimensions. 10. Reference to Standards and Codes: a. Notice of Variance: If a Contractor observes that the drawings and specifications are at variance with any applicable code or regulation of a governmental unit having authority, he shall promptly notify the Architect in writing, and any necessary changes shall be adjusted as provided in the Contract for Changes in the Work. If a Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Architect, he shall bear all costs and damages arising therefrom. b. Reference Standards: For products specified by association or trade standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes and other standards. c. Effect of Standards: The standards referred to, such as ASTM, Federal Specifications, NFPA and similar standards, shall have full force and effect as though printed in the Specifications, except as modified in the Specification. These standards are not furnished to bidders and Contractors as it is assumed that these standards are readily available and that the manufacturers and trades involved are familiar with their requirements. d. Date of Standard: Any material specified by reference to the number, symbol or title of a specific standard, such as ASTM, Commercial Standard, a Federal Specification, a trade association standard, or other similar standard, shall comply with the requirements in the latest revision thereof and any amendment or supplement thereto in effect on the date of the Contract Documents, unless otherwise noted. e. Certificate: For products specified in accordance with a Federal Specification, ASTM Standard, American National Standards Institute or similar association standards, upon request the Contractor shall provide an acceptable affidavit by independent testing laboratory or other source approved by the Architect, certifying that product furnished for this Project complies with the particular standard specifications. Where necessary, requested or specified, supporting test data shall be submit to substantiate compliance. The manufacturer is subject to Architect's acceptance. 11. Coordination Requirements: a. General: The nature of the Project makes it imperative the Contractor and all subcontractors and prime trade contractors coordinate their work and cooperate with each other and the Owner from the start of the Project to completion. PRIME CONTRACTOR shall be the Prime Coordinator for the Project and shall establish the overall schedule for the progress of the Project, the sequence of completion and general use of the site. b. Off-Site Fabrication: With the restricted site, off site fabrication is encouraged as much as possible and schedule of deliveries so materials and equipment can be installed immediately after delivery. The Project Coordination Administrator shall alert and advise subcontractors and suppliers of the need to hold deliveries until they are notified the materials are required on the site. 25170 – Brule Public Works Garage 01 10 00 - 7 SUMMARY c. Equipment: With respect to mechanical and electrical features of equipment, complete data must be exchanged directly between the Contractors and subcontractors involved as the progress of the Project requires. The person requesting the information shall advise when it will be required. The suppliers of equipment are expressly required to provide large scale layout drawings showing the required rough-in locations of all services (dimensioned from building features) service characteristics. In the event of incorrect, incomplete, delayed or improperly identified information, the party causing the delay or error shall be responsible and pay for any modifications or replacements necessary to provide a correct, proper and new installation, including relocations required. 1.08 GENERAL PROTECTION AND SAFETY A. General: In accordance with best construction practices, the Prime Contractor shall be responsible for conditions of the job site, including safety of all persons and property affected directly or indirectly by his operations during the performance of the Work. This requirement shall apply continuously 24 hours per day until acceptance of the Work by the Owner and shall not be limited to normal working hours. 1.09 PHOTOGRAPHS / PRESS RELEASES A. Do not take, or cause any photographs to be taken at the job site without prior approval of the Owner / Architect. B. Do not issue any press releases or disseminate information concerning the project to the news media without prior approval of the Owner / Architect. 1.10 WORKING HOURS A. This project shall be scheduled by the Prime Contractor to operate on a 5-day, 40-hour per week basis. Contractors employing trades who work other than the above hours must provide for coordination of their work as it relates to the work of other trades which work the above hours at no additional cost to the Owner. This schedule may be changed or modified with the approval of the Owner / Architect. 1.11 HAZARDOUS MATERIAL REMOVAL A. If during the construction of the Project hazardous material is suspected or encountered by the Contractor, the Contractor shall promptly notify the Architect and the Owner, with their own forces or by separate contract, shall be responsible for complete removal and disposition of the hazardous material. B. If the Contractor claims that delay and additional cost is involved because of this action, they shall make claim as provided elsewhere in the Contract Documents. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION 25170 – Brule Public Works Garage 01 20 00 - 1 PRICE AND PAYMENT PROCEDURES SECTION 01 20 00 PRICE AND PAYMENT PROCEDURES PART 1 GENERAL 1.01 SECTION INCLUDES A. Procedures for preparation and submittal of applications for progress payments. B. Documentation of changes in Contract Sum and Contract Time. C. Change procedures. 1.02 RELATED REQUIREMENTS A. Document 00 72 00 - General Conditions and Document 00 73 00 - Supplementary Conditions: Additional requirements for progress payments, final payment, changes in the Work. 1.03 SCHEDULE OF VALUES A. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. B. Forms filled out by hand will not be accepted. C. Submit Schedule of Values in triplicate within 15 days after date of Owner-Contractor Agreement. D. Format: Utilize the Table of Contents of this Project Manual. Identify each line item with number and title of the specification Section. Identify site mobilization and bonds and insurance. E. Include in each line item, the amount of Allowances specified in this section. For unit cost Allowances, identify quantities taken from Contract Documents multiplied by the unit cost to achieve the total for the item. F. Include within each line item, a direct proportional amount of Contractor's overhead and profit. G. Revise schedule to list approved Change Orders, with each Application For Payment. 1.04 APPLICATIONS FOR PROGRESS PAYMENTS A. Payment Period: Submit at intervals stipulated in the Agreement. B. Electronic media printout including equivalent information will be considered in lieu of standard form specified; submit sample to Architect for approval. C. Forms filled out by hand will not be accepted. D. Execute certification by signature of authorized officer. E. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed and for stored Products. F. Round off all figures on all progress payments to the nearest dollar, any adjustment required shall be made on the final application for payment. G. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work. H. Submit three copies of each Application for Payment. Upon review and approval, the Architect will sign and forward three (3) copies to the Owner with their recommendations. I. Include the following with the application: 1. Affidavits attesting to off-site stored products. a. No payment will be made to a contractor on account of materials and equipment in transit or stored at off site locations unless prior approval is received from the Owner and Architect. Proof of proper insurance must be submitted for materials stored of site before approval will be considered. 25170 – Brule Public Works Garage 01 20 00 - 2 PRICE AND PAYMENT PROCEDURES 2. Lien Waivers: Will be required for each payment request by each Contractor and Subcontractor. First lien waivers to be submitted with Payment Request No. 2 covering payment for Payment Request No. 1. They shall then continue with subsequent payment requests covering the preceding payment. a. With submission of the final payment request, or upon request for reduction of retainage, the Contractor shall provide lien waivers from all subcontractors and suppliers covering all dollar amounts for which a lien waiver has not yet been submitted. 3. Payroll Records: Will be required for each pay request by each Contractor and Subcontractor carrying out work on the site. Each application for payment submitted shall be accompanied by payroll records current to within twenty-one (21) days of the date of the application. a. Final payment to a contractor will not be made until payroll records are submitted covering completed project. J. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description. 1.05 RETAINAGE A. To ensure the proper performance of the Contract, the Owner will retain FIVE PERCENT of the amount of each Certificate for Payment issued by the Architect. Such amount will be retained by the Owner until Substantial Completion. At substantial completion the withholding amount will be reduced to Two Percent. B. In event of a very minor amount of work, incomplete or not corrected due to weather, unsuitable conditions for testing or similar conditions preventing the General Contractor from proceeding, the retained amount may be reduced to three times the value of the incomplete work upon recommendation of the Architect and approved by the Owner. 1.06 MODIFICATION PROCEDURES A. For minor changes not involving an adjustment to the Contract Price or Contract Time, Architect will issue instructions directly to Contractor. B. For other required changes, Architect will issue a document signed by Owner instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order. 1. The document will describe the required changes and will designate method of determining any change in Contract Sum or Contract Time. 2. Promptly execute the change. C. For changes for which advance pricing is desired, Architect will issue a document that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change with a stipulation of any overtime work required and the period of time during which the requested price will be considered valid. Contractor shall prepare and submit a fixed price quotation within 10 days. D. Contractor may propose a change by submitting a request for change to Architect, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation and a statement describing the effect on Work by separate or other contractors. Document any requested substitutions in accordance with Section 01 60 00. E. Computation of Change in Contract Amount: As specified in the Agreement and Conditions of the Contract. 1. For change requested by Architect for work falling under a fixed price contract, the amount will be based on Contractor's price quotation. 2. For change requested by Contractor, the amount will be based on the Contractor's request for a Change Order as approved by Architect. 3. For pre-determined unit prices and quantities, the amount will based on the fixed unit prices. 25170 – Brule Public Works Garage 01 20 00 - 3 PRICE AND PAYMENT PROCEDURES 4. For change ordered by Architect without a quotation from Contractor, the amount will be determined by Architect based on the Contractor's substantiation of costs as specified for Time and Material work. F. Substantiation of Costs: Provide full information required for evaluation. 1. Provide following data: a. Quantities of products, labor, and equipment. b. Taxes, insurance, and bonds. c. Overhead and profit. d. Justification for any change in Contract Time. e. Credit for deletions from Contract, similarly documented. 2. For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. G. Percentages allowed for Overhead and Profit shall be as listed in the Supplementary General Conditions, Section 00 73 00. H. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. I. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Sum. J. Promptly revise progress schedules to reflect any change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit. K. Promptly enter changes in Project Record Documents. 1.07 APPLICATION FOR FINAL PAYMENT A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due. B. Application for Final Payment will not be considered until the following have been accomplished: 1. All closeout procedures specified in Section 01 70 00. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION 25170 – Brule Public Works Garage 01 30 00 - 1 ADMINISTRATIVE REQUIREMENTS SECTION 01 30 00 ADMINISTRATIVE REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Preconstruction meeting. B. Progress meetings. C. Construction progress schedule. D. Coordination drawings. E. Submittals for review, information, and project closeout. F. Number of copies of submittals. G. Submittal procedures. 1.02 RELATED REQUIREMENTS A. Document 00 72 00 - General Conditions: Dates for applications for payment. B. Document 00 73 00 - Supplementary Conditions: Duties of the General Contractor. C. Section 01 10 00 - Summary: Stages of the Work, Work covered by each contract, occupancy. D. Section 01 70 00 - Execution and Closeout Requirements: Additional coordination requirements. E. Section 01 78 00 - Closeout Submittals: Project record documents. 1.03 PROJECT COORDINATION A. Project Coordinator: General Contractor. B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field offices and sheds, for site access, traffic, and parking facilities. C. During construction, coordinate use of site and facilities through the Project Coordinator. D. Comply with Project Coordinator's procedures for intra-project communications; submittals, reports and records, schedules, coordination drawings, and recommendations; and resolution of ambiguities and conflicts. E. Comply with instructions of the Project Coordinator for use of temporary utilities and construction facilities. F. Coordinate field engineering and layout work under instructions of the Project Coordinator. G. Make the following types of submittals to Architect through the Project Coordinator: 1. Requests for interpretation. 2. Requests for substitution. 3. Shop drawings, product data, and samples. 4. Test and inspection reports. 5. Design data. 6. Manufacturer's instructions and field reports. 7. Applications for payment and change order requests. 8. Progress schedules. 9. Coordination drawings. 10. Closeout submittals. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PRECONSTRUCTION MEETING A. Architect will schedule a meeting after Notice of Award. 25170 – Brule Public Works Garage 01 30 00 - 2 ADMINISTRATIVE REQUIREMENTS B. Attendance Required: 1. Owner. 2. Architect. 3. Contractor. C. Agenda: 1. Execution of Owner- Contractor Agreement. 2. Submission of executed bonds and insurance certificates. 3. Distribution of Contract Documents. 4. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule. 5. Designation of personnel representing the parties to Contract and Architect. 6. Designation of personnel representing the parties to Contract, General Contractor, Major Subcontractors, Owner and Architect. 7. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures. 8. Rules and regulations governing performance of Work. 9. Procedures for safety and first aid, security, quality control housekeeping, and other related matters. 10. Scheduling. 11. Any additional Owner or Architect/Engineer requirements. D. Record minutes and distribute electronic copies within two days after meeting to participants, with electronic copies to Architect, Owner, participants, and those affected by decisions made. 3.02 PROGRESS MEETINGS A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals. B. Contractor will make arrangements for meetings, prepare agenda with copies for participants, preside at meetings. C. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner, Architect, as appropriate to agenda topics for each meeting. D. Agenda: 1. Review minutes of previous meetings. 2. Review of Work progress. 3. Field observations, problems, and decisions. 4. Identification of problems that impede, or will impede, planned progress. 5. Review of submittals schedule and status of submittals. 6. Review of off-site fabrication and delivery schedules. 7. Maintenance of progress schedule. 8. Corrective measures to regain projected schedules. 9. Planned progress during succeeding work period. 10. Maintenance of quality and work standards. 11. Effect of proposed changes on progress schedule and coordination. 12. Other business relating to Work. E. Record minutes and distribute electronic copies within two days after meeting to participants, with electronic copies to Architect, Owner, participants, and those affected by decisions made. 3.03 PRE-INSTALLATION CONFERENCES A. When required in individual specification section, the Architect shall convene a pre-installation conference at work site prior to commencing work of the Section. When possible this shall be scheduled to coincide with a regular progress meeting. B. Attendance will be required by all parties directly affecting, or affected by, work of the specific Section. 25170 – Brule Public Works Garage 01 30 00 - 3 ADMINISTRATIVE REQUIREMENTS C. Notify all parties seven days in advance of meeting date. D. The Architect shall, preside at conference, record minutes, and distribute copies to all participants. E. Review conditions of installation, preparation and installation procedures, and coordination with related work. 3.04 CONSTRUCTION PROGRESS SCHEDULE A. Within 10 days after date of the Agreement, submit preliminary schedule defining planned operations for the first 60 days of Work, with a general outline for remainder of Work. B. If preliminary schedule requires revision after review, submit revised schedule within 10 days. C. Within 20 days after review of preliminary schedule, submit draft of proposed complete schedule for review. 1. Include written certification that major contractors have reviewed and accepted proposed schedule. D. Within 10 days after joint review, submit complete schedule. E. Submit updated schedule with each Application for Payment. 3.05 SUBMITTALS FOR REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Samples for selection. 4. Samples for verification. B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the contract documents. C. Samples will be reviewed only for aesthetic, color, or finish selection. D. Allow for at least two weeks review of submittals to avoid delay of work. E. Include with submittal preparation, field construction criteria, verification of catalog numbers and similar data, and coordination of Work requirements and Contract Documents. F. Make all submittals to the Architect through the project coordination administrator unless specified otherwise. G. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 78 00 - CLOSEOUT SUBMITTALS. 3.06 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections, submit them for information: 1. Design data. 2. Certificates. 3. Test reports. 4. Inspection reports. 5. Manufacturer's instructions. 6. Manufacturer's field reports. 7. Other types indicated. B. No shop drawings of equipment brochures, cuts of fixtures, etc. Such copies of standard manufactured items in the form of manufacturer's catalog sheets showing sizes, dimensions, performance characteristics, capacities, clearances, wiring diagrams, and shall be furnished in electronically unless otherwise specified. Electronic copies will be stamped, and electronic copies will be returned to the Project Coordination Administrator for distribution to the subcontractor or supplier. If notations and marks indicate that revised information is required before shop fabrications (or other work represented) can proceed, revised or corrected information shall be submitted. 25170 – Brule Public Works Garage 01 30 00 - 4 ADMINISTRATIVE REQUIREMENTS C. Unless otherwise specified, submit to the Architect two representative samples of size and nature representing typical qualities. Where required, submit a sufficient number of samples to demonstrate the complete range of variations of the material or quality. Written acceptance of the Architect is required prior to ordering any item for which samples are required. D. Submit samples to Architect securely packaged, with the name of the Project clearly indicated on the package exterior. Firmly attach a label or tag to the sample, with the following information: a) Name of Project; b) Name of Supplier; 3) Name of Trade Contractor, and, d) Product information such as manufacturer's designation, finish, type, class, grade, etc., as is appropriate. E. Erect field samples and mock-ups at the project site, unless otherwise specified in the Contract Documents, at a location acceptable to the Project Coordination Administrator, Architect and Owner. F. Review of shop drawings, product data and samples by the Architect or his consultant does not relieve the Contractor, Subcontractor or Supplier of responsibility for compliance with the Contract Documents, confirming and correlating quantities and dimensions, selecting fabrication processes and techniques of construction, coordination of the work represented by each submittal with other trades, performing the work in a safe and satisfactory manner, compliance with the Project Schedule and all other provisions of the agreements. G. The Architect's/Engineer's notation on the submittals is not an authorization for additional work or additional cost. If any notations represent a change to the Contract Sum, submit a cost proposal to the Architect, through the Project Coordination Administrator for the change in accordance with the procedures specified before proceeding with the work. Notify the Project Coordination Administrator by letter within five days of returned submittal. Resolve such issues before proceeding with the work. H. The Contractor, Subcontractor or supplier shall not begin fabrication until all specified submittal procedures have been fulfilled. I. In order to guarantee the delivery of materials for timely completion of the work, and to relieve the Contractor of direct responsibility in the event of materials shortages or transportation delays, the Supplier shall, within two (2) weeks after the receipt of Notice to Proceed, furnish to the Architect, confirmed orders showing the anticipated date of delivery to the site, for materials for all of the principle parts of the work and for such others as the Architect/Engineer or Owner may direct. J. In addition to Warranty provisions of the General Conditions, provide all extended warranties, bonds and service contracts as required by individual specification sections. K. Assemble and submit to the Architect warranties, bonds, and service and maintenance contracts as specified in the respective section of the Specifications. In conjunction with the submittals of Section 01 78 00, the table of contents for this submittal shall include the product of work item, the form, with the name of the principal, address and telephone number, scope, date of beginning of the warranty, bond or service maintenance contract, duration, information for the Owner's personnel providing the proper procedure in case of a failure and instances which might affect the validity of the warranty or bond. L. The beginning date of the warranty will be the date that the project is substantially completed. M. Reports of inspections, tests and approvals required by the Contract Documents shall be submitted to the Architect, through the Project Coordination Administrator, in the quantities indicated. N. Submit for Architect's knowledge as contract administrator or for Owner. No action will be taken. 3.07 SUBMITTALS FOR PROJECT CLOSEOUT A. When the following are specified in individual sections, submit them at project closeout: 1. Project record documents. 2. Operation and maintenance data. 25170 – Brule Public Works Garage 01 30 00 - 5 ADMINISTRATIVE REQUIREMENTS 3. Warranties. 4. Bonds. 5. Other types as indicated. B. Submit for Owner's benefit during and after project completion. 3.08 SUBMITTALS A. Documents for Review: 1. Transmit electronic copies of each shop drawing to Project Coordination Administrator. a. The Project Coordination Administrator shall generally review shop drawings for compliance with the Drawings and Specification. b. Electronic copies of shop drawings individually stamped by Project Coordination Administrator will be sent to Architect for review. 2. Architect or their consultant will review all shop drawings and will return electronic copies to the Project Coordination Administrator stamped to indicate action taken. a. The electronic copies of any shop drawings that are not satisfactory to the Architect or his consultant will be returned to the Project Coordination Administrator for necessary revision and resubmittal. b. Electronic copies of shop drawings that do not require major revisions, will have corrections, if any, noted, and will be stamped to indicate Architect's action. B. Documents for Information: Submit electronic copies. C. Documents for Project Closeout: Make one reproduction of submittal originally reviewed. Submit one extra of submittals for information. D. Samples: Submit the number specified in individual specification sections; one of which will be retained by Architect. 1. After review, produce duplicates. 2. Retained samples will not be returned to Contractor unless specifically so stated. 3.09 SUBMITTAL PROCEDURES A. Transmit each submittal with letter of transmittal. B. Sequentially number the transmittal form. Revise submittals with original number and a sequential alphabetic suffix. C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail number, and specification section number, as appropriate on each copy. D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents. E. Deliver submittals to Architect at business address. F. Schedule submittals to expedite the Project, and coordinate submission of related items. G. For each submittal for review, allow 15 days excluding delivery time to and from the Contractor. H. Identify variations from Contract Documents and Product or system limitations that may be detrimental to successful performance of the completed Work. I. Provide space for Contractor and Architect review stamps. J. When revised for resubmission, identify all changes made since previous submission. K. Distribute reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements. L. Submittals not requested will not be recognized or processed. END OF SECTION 25170 – Brule Public Works Garage 01 40 00 - 1 QUALITY REQUIREMENTS SECTION 01 40 00 QUALITY REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. References and standards. B. Control of installation. C. Tolerances. D. Testing and inspection services. E. Manufacturers' field services. 1.02 REFERENCE STANDARDS A. ASTM C1021 - Standard Practice for Laboratories Engaged in Testing of Building Sealants; 2008. B. ASTM C1077 - Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Construction and Criteria for Laboratory Evaluation. C. ASTM C1093 - Standard Practice for Accreditation of Testing Agencies for Masonry. D. ASTM D3740 - Standard Practice for Minimum Requirements for Agencies Engaged in the Testing and/or Inspection of Soil and Rock as Used in Engineering Design and Construction. E. ASTM E329 - Standard Specification for Agencies Engaged Construction Inspection and/or Testing. F. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing. 1.03 SUBMITTALS A. Test Reports: After each test/inspection, promptly submit electronic copies of report to Architect and to Contractor. 1. Include: a. Date issued. b. Project title and number. c. Name of inspector. d. Date and time of sampling or inspection. e. Identification of product and specifications section. f. Location in the Project. g. Type of test/inspection. h. Date of test/inspection. i. Results of test/inspection. j. Conformance with Contract Documents. k. When requested by Architect, provide interpretation of results. 2. Test report submittals are for Architect's knowledge as contract administrator for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents, or for Owner's information. B. Certificates: When specified in individual specification sections, submit certification by the manufacturer and Contractor or installation/application subcontractor to Architect, in quantities specified for Product Data. 1. Indicate material or product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate. 2. Certificates may be recent or previous test results on material or product, but must be acceptable to Architect. 25170 – Brule Public Works Garage 01 40 00 - 2 QUALITY REQUIREMENTS C. Manufacturer's Instructions: When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, for the Owner's information. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation. D. Manufacturer's Field Reports: Submit reports for Architect's benefit as contract administrator or for Owner. 1. Submit report in duplicate within 30 days of observation to Architect for information. 2. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. E. Erection Drawings: Submit drawings for Architect's benefit as contract administrator or for Owner. 1. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the contract documents. 2. Data indicating inappropriate or unacceptable Work may be subject to action by Architect or Owner. 1.04 REFERENCES AND STANDARDS A. For products and workmanship specified by reference to a document or documents not included in the Project Manual, also referred to as reference standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. Conform to reference standard of date of issue current on date of Contract Documents, except where a specific date is established by applicable code. C. Obtain copies of standards where required by product specification sections. D. Maintain copy at project site during submittals, planning, and progress of the specific work, until Substantial Completion. E. Should specified reference standards conflict with Contract Documents, request clarification from Architect before proceeding. F. Neither the contractual relationships, duties, or responsibilities of the parties in Contract nor those of Architect shall be altered from the Contract Documents by mention or inference otherwise in any reference document. 1.05 TESTING AND INSPECTION AGENCIES A. Owner will employ and pay for services of an independent testing agency to perform specified testing. B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents. PART 2 PRODUCTS – NOT USED PART 3 EXECUTION 3.01 CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality. 25170 – Brule Public Works Garage 01 40 00 - 3 QUALITY REQUIREMENTS F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement. 3.02 TOLERANCES A. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. B. Comply with manufacturers' tolerances. Should manufacturers' tolerances conflict with Contract Documents, request clarification from Architect before proceeding. C. Adjust products to appropriate dimensions; position before securing products in place. 3.03 TESTING AND INSPECTION A. Testing Agency Duties: 1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services. 2. Perform specified sampling and testing of products in accordance with specified standards. 3. Ascertain compliance of materials and mixes with requirements of Contract Documents. 4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of Work or products. 5. Perform additional tests and inspections required by Architect. 6. Submit reports of all tests/inspections specified. B. Limits on Testing/Inspection Agency Authority: 1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. 2. Agency may not approve or accept any portion of the Work. 3. Agency may not assume any duties of Contractor. 4. Agency has no authority to stop the Work. C. Contractor Responsibilities: 1. Deliver to agency at designated location, adequate samples of materials proposed to be used that require testing, along with proposed mix designs. 2. Cooperate with laboratory personnel, and provide access to the Work and to manufacturers' facilities. 3. Provide incidental labor and facilities: a. To provide access to Work to be tested/inspected. b. To obtain and handle samples at the site or at source of Products to be tested/inspected. c. To facilitate tests/inspections. d. To provide storage and curing of test samples. 4. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services. 5. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. 6. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. D. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect. E. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor. 25170 – Brule Public Works Garage 01 40 00 - 4 QUALITY REQUIREMENTS 3.04 MANUFACTURERS' FIELD SERVICES A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, start-up of equipment, test, adjust and balance of equipment as applicable, and to initiate instructions when necessary. B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers' written instructions. 3.05 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to specified requirements. B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment. END OF SECTION 25170 – Brule Public Works Garage 01 50 00 - 1 TEMPORARY FACILITIES AND CONTROLS SECTION 01 50 00 TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL 1.01 SECTION INCLUDES A. Temporary utilities. B. Temporary telecommunications services. C. Temporary sanitary facilities. D. Temporary Controls: Barriers, enclosures, and fencing. E. Security requirements. F. Vehicular access and parking. G. Waste removal facilities and services. H. Field offices. 1.02 TEMPORARY UTILITIES A. Owner will provide the following: 1. Electrical power and metering, consisting of connection to existing facilities. 2. Water supply, consisting of connection to existing facilities. B. Temporary Light and Power: 1. Prime Contractor Responsibilities: a. The Prime Contractor shall coordinate temporary light and power during construction phases of the project. b. The Prime Contractor shall pay for all electrical energy used. c. Coordinate with the sitework contractor. 2. Electrical Sub-Contractor responsibilities: a. Provide temporary ties into an existing panel/panels within the general proximity of the remodeling and new construction. b. Provide at least one 20 amp., 120 volt, temporary branch circuit with three grounding, duplex receptacles for each 7500 sq. ft. of floor area. Locate receptacles so that extension cords will not exceed 100 feet in length. The temporary branch circuits may be used for portable tools, portable lights and other small power loads. c. Provide at least one 200 watt incandescent lamp, or the equivalent lighting for each 625 sq. ft. of floor area with at least one light in each room. Provide additional lights in corridors and stairwells as necessary to provide adequate illumination. Furnish all light bulbs for the temporary lighting system. d. Maintain the temporary electrical service and lighting during the normal work week which is defined as five days a week, including one-half hour before regular working hours and one-half after regular working hours for each trade. (10 hours per day) e. Remove the temporary light and power system and the temporary service terminals when no longer required, and repair any damage caused by the temporary system. 3. Separate Contractor/Subcontractor responsibilities: a. If 3-phase power or voltage higher than 120 volts is required, provide the necessary temporary wiring, and pay the cost thereof. Coordinate installation with Electrical Contractor. b. Do not use the temporary light and power system for electric welders, hoists, or heating. c. Maintain temporary electrical service and lighting if used beyond the normal work week. d. Each subcontractor shall make arrangements and pay the costs for electrical service, lighting and power for his field office, storage sheds, and other temporary buildings. e. Each Sub-Contractor shall furnish extension cords and contractors requiring supplemental lights shall furnish their own portable lights. 25170 – Brule Public Works Garage 01 50 00 - 2 TEMPORARY FACILITIES AND CONTROLS 4. Use of permanent electrical system: when installation of the permanent electric system is sufficiently complete to be operated safely and system may be used to provide construction light and power, and testing and operating of permanent equipment. 5. Permanent light and power: The Owner will assume the responsibility and pay the costs of providing electrical light and power including the energy cost on the date of his occupancy or the date of Substantial Completion of the Project, whichever is sooner. C. Water: 1. Water is available at the site for use by the Contractor. Contractors shall make every effort to conserve the use of water. 2. Water consumption cost will be paid by the Owner. 3. Contractors/Subcontractors are responsible for providing their own hoses to bring water from the temporary water source to their work areas. Only heavy duty 3/4" hose in good condition will be permitted. The discharge end of each hose will be equipped with a means of positive shut-off. Do not use hoses which leak at connections or elsewhere throughout their length. Disconnect all hoses from hose bibs when not in use and before the end of the work day. 4. Each Contractor/Subcontractor shall provide remote sanitary drinking water dispensers for use of their own personnel, convenient of work stations. 5. Those using the water shall protect or remove water supply during freezing temperatures. 1.03 CONSTRUCTION HEAT PRIOR TO ENCLOSURE A. Adhere to the approved Project Schedule, regardless of weather conditions, during the period when work is scheduled to be performed. All required work and the cost thereof to meet this obligation will be included in the Contractor's base proposal and in the resulting Contract Sum. No claim for an extension of Contract Time, or for an increase in Contract Sum will be honored by the Owner, if such claim is based upon the cost of providing construction heat as specified above. B. Each Contractor or Subcontractor to be responsible for providing temporary weather-tight enclosures as approved by the Owner and Architect, as work progresses, and as necessary to provide acceptable working conditions to accomplish their work without causing a delay in the project. 1.04 CONSTRUCTION HEAT AFTER ENCLOSURE A. For construction heat purposes, the building or portion thereof will be declared enclosed when all enclosing walls are erected, roof or floor construction above is installed, and all doors, windows, or openings in the exterior walls are covered. B. After enclosure, if required, the General Contractor shall provide, operate, and maintain a temporary system for heating the enclosed area of the building. This system shall consist of direct fired L.P. gas, temporary heat units or other devices as required to maintain the specified temperatures. C. After enclosure of the building, a minimum temperature of 50 degrees F. shall be maintained at all times. During the placing of interior millwork, resilient flooring, acoustic tile, ceramic tile, plaster, painting and decorating, and similar finish materials, and continuing until the Owner assumes responsibility for heating the building, the minimum temperature shall be 60 degrees F. It shall be the responsibility of each Contractor to coordinate with the General Contractor to assure that all temporary enclosures remain in the closed position. D. The General Contractor shall arrange for the ventilation of enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, and gases. E. This temporary heating and ventilation shall remain in place until the permanent heating and ventilation systems are installed, including ductwork. 25170 – Brule Public Works Garage 01 50 00 - 3 TEMPORARY FACILITIES AND CONTROLS 1.05 USE OF PERMANENT HEATING AND VENTILATING SYSTEMS: A. If required, the General Contractor and the Heating Contractor shall operate and maintain the equipment during its use for temporary heating. B. The cost of fuel and utilities used in the operation of the permanent heating system will be paid for by General Contractor. C. Warranties shall begin upon Substantial Completion. D. The permanent system shall be operated, after final review and acceptance, with a full complement of disposable filters which shall be replaced by the Mechanical Contractor upon completion of the project. 1.06 VENTILATION A. The General Contractor shall arrange for the ventilation of enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, and gases. 1.07 TELECOMMUNICATIONS SERVICES A. Each contractor shall be responsible for installation, payment of charges, and removal of any telephone they may require in their office or storage trailer. B. Use of cellular phones will be permitted. 1.08 TEMPORARY SANITARY FACILITIES A. Provide and maintain required facilities and enclosures. Provide at time of project mobilization. B. Maintain daily in clean and sanitary condition. C. The Prime Contractor shall provide & maintain one or more portable “Satellite type” temporary toilets convenient to each major area of construction, for the use of all Contractors, subcontractors, their personnel and employees. 1.09 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to areas that could be hazardous to workers or the public, to allow for owner's use of site and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Each Contractor shall furnish and maintain all necessary informational signs required to help maintain the safety and health at the work site such as "Danger" "High Voltage", etc. C. Provide barricades and covered walkways required by governing authorities for public rights-of-way and for public access to existing building. D. Protect non-owned vehicular traffic, stored materials, site, and structures from damage. 1.10 EXTERIOR ENCLOSURES A. Provide temporary weather tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification sections, and to prevent entry of unauthorized persons. Provide access doors with self-closing hardware and locks. 1.11 INTERIOR ENCLOSURES A. Provide temporary partitions and ceilings as indicated to separate work areas from Owner-occupied areas, to prevent penetration of dust and moisture into Owner-occupied areas, and to prevent damage to existing materials and equipment. B. Construction: Framing and reinforced polyethylene sheet materials with closed joints and sealed edges at intersections with existing surfaces: 25170 – Brule Public Works Garage 01 50 00 - 4 TEMPORARY FACILITIES AND CONTROLS 1.12 CONSTRUCTION ACCESS AND BARRIERS A. Each Contractor shall provide temporary construction access consisting of OSHA approved ladders and/or scaffolding required to carry out the work of their contract. These shall be placed at a location approved by the General Contractor. B. Each Contractor and Subcontractor shall provide hoisting facilities for his own use. C. Each Contractor shall provide temporary sheeting and shore and brace excavations and new construction as necessary for the safe and proper execution of the Work. Remove temporary supports when backfilling is complete or new construction can safely support the loads. D. The General Contractor shall provide protective fences, barricades and lights as required to prevent unauthorized entry to construction areas to meet all safety requirements of OSHA and to protect existing facilities and adjacent properties from damage from their construction operations. 1. Any contractor carrying out excavation or requiring excavations shall protect excavations, trenches, etc. from accidental access by placing protective fencing around openings. E. Protective fencing at all excavations shall be provided by the Excavator. F. Protective fencing at storage areas shall be provided by the Contractor who's materials require fencing. 1.13 SECURITY A. Provide security and facilities to protect Work, existing facilities, and Owner's operations from unauthorized entry, vandalism, or theft. B. The General Contractor shall be responsible for security of the building and site. Exterior openings at which work cannot be completed within one working day's time will be closed to prevent entry into existing buildings or new construction. C. This shall include those temporary closures as required under Construction Heat after enclosure. D. Each Contractor will be responsible for the security of his own property. 1.14 VEHICULAR ACCESS AND PARKING A. Coordinate access and haul routes with governing authorities and Owner. B. Provide and maintain access to fire hydrants, free of obstructions. C. Provide means of removing mud from vehicle wheels before entering streets. D. Provide temporary parking areas to accommodate construction personnel. When site space is not adequate, provide additional off-site parking. E. Parking locations will be designated by the General Contractor. F. Trucks and other vehicles belonging to Contractors, Subcontractors and suppliers may be parked on the site provided space is available and the vehicles are identified. Such parking shall be subject to the direction of the General Contractor. G. Perform cleaning of concrete equipment at location designated by the General Contractor. Remove from the site all residue accumulated from the cleaning operations of concrete equipment. H. Contractors failing to adequately clean vehicles or otherwise causing dirt or debris to be deposited on any public street or highway shall be responsible for all costs in connection with the cleaning thereof whether performed by the General Contractor, or at the direction of any public authority having jurisdiction. I. Access to the site shall be by roadways, approved by the Owner. J. Access Roads shall be established and maintained by the Earthwork Contractor, as directed the General Contractor. 25170 – Brule Public Works Garage 01 50 00 - 5 TEMPORARY FACILITIES AND CONTROLS 1.15 WASTE REMOVAL A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. B. Provide containers with lids. Remove trash from site periodically. C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction. D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids. E. Each contractor/subcontractor shall collect waste from the construction areas & dispose of in dumpsters as provided by the Prime Contractor. F. If contractor/subcontractor does not remove this waste on a timely basis, the Owner/Architect may direct the prime contractor to remove waste and the contractor/subcontractor may be back charged by the prime contractor for this removal. G. Separate construction waste & recycle dumpsters may be provided, and if so, all contractors shall separate all waste materials as directed and place into proper dumpster. 1.16 WATER AND EROSION CONTROL A. Any Contractor carrying out excavating or requiring excavations shall protect excavations, trenches, other temporary work, the building, and other work of the Project from damage from water (including ground water, rain water, backing up of sewers, and drains and ice and snow). Keep excavations and trenches free from water during the progress of the Work, and provide temporary enclosures, pumps and equipment and do all grading, pumping, bailing, or other work necessary to ensure this protection. B. Plan and execute construction and earth work by methods to control surface drainage from cuts and fills, and from borrow and waste disposal areas, to prevent erosion and sedimentation. 1. Hold the areas of bare soil exposed at one time to a minimum. 2. Provide temporary control measures such as berms, dikes, drains and silt fences as necessary. C. Construct fills and waste areas by selective placement to eliminate surface silts or clays which will erode. D. Protect site from puddling or running water. Provide water barriers and slope protection as required to protect site from erosion. E. Each Contractor shall provide protection against wind, storms, frost, rain, snow, heat and cold to avoid injury to material in transit, stored material, and Work in place. F. Periodically inspect earthwork to detect any evidence of the start of erosion, apply corrective measures as required to control erosion. G. Remove all items not required to remain upon completion of the project and approval of the General Contractor. H. Clean streets & walks adjacent to the project of dirt, mud or other materials on a weekly basis. I. Provide silt fences and other runoff control devices as required by agencies having jurisdiction. 1.17 TREE AND PLANT PROTECTION A. The General Contractor shall arrange for and pay the cost of all tree protection. This shall generally consist of a project boundary fence, which shall be erected immediately upon the start of construction of the Project. B. Each Contractor/Subcontractor shall be responsible for carefully supervising all work to prevent injury to trees and plants and to replace, or suitably repair, trees and plants which are damaged or destroyed due to construction operations. 25170 – Brule Public Works Garage 01 50 00 - 6 TEMPORARY FACILITIES AND CONTROLS 1.18 PROTECTION OF INSTALLED WORK A. Each Contractor shall see to it that protection is provided for work as follows: 1. Protect installed Work and provide special protection where specified in individual specification Sections. 2. Provide temporary and removable protection for installed Products. Control activity in immediate work area to minimize damage. 3. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. 4. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. 5. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. B. The Contractor shall arrange for the correction of any damage caused by the operations of themself or any Subcontractor and shall deduct the cost of corrections from monies due the Contract. 1.19 FIELD OFFICES A. Office: Weathertight, with lighting, electrical outlets, heating, cooling equipment, and equipped with sturdy furniture, drawing rack and drawing display table. B. Provide space for Project meetings, with table and chairs to accommodate 6 persons. C. If space is available, contractors may provide a field office for their own use, installed at a suitable location on the site as designated by the General Contractor. Provide and pay for all utilities used in conjunction with field office. D. Locate offices a minimum distance of 30 feet from existing and new structures. 1.20 TEMPORARY STORAGE A. Contractors may provide storage sheds and/or trailers as their needs may require, and as space is available, coordinate the location with the General Contractor. All temporary structures will be removed before final acceptance of the Work. B. Limit use of the premises for work and for storage. Cooperation with all separate contractors on the project shall be under the direction of the General Contractor. 1.21 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Remove underground installations to a minimum depth of 2 feet. Grade site as indicated. C. Clean and repair damage caused by installation or use of temporary work. D. Restore existing facilities used during construction to original condition. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION - NOT USED END OF SECTION 25170 – Brule Public Works Garage 01 60 00 - 1 PRODUCT REQUIREMENTS SECTION 01 60 00 PRODUCT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Re-use of existing products. B. Transportation, handling, storage and protection. C. Product option requirements. D. Substitution limitations and procedures. E. Procedures for Owner-supplied products. F. Maintenance materials, including extra materials, spare parts, tools, and software. 1.02 SUBMITTALS A. Product Data Submittals: Submit manufacturer's standard published data. Mark each copy to identify applicable products, models, options, and other data. Supplement manufacturers' standard data to provide information specific to this Project. B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances. C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work. 1. For selection from standard finishes, submit samples of the full range of the manufacturer's standard colors, textures, and patterns. PART 2 PRODUCTS 2.01 EXISTING PRODUCTS A. Do not use materials and equipment removed from existing premises unless specifically required or permitted by the Contract Documents. B. Existing materials and equipment indicated to be removed, but not to be re-used, relocated, reinstalled, delivered to the Owner, or otherwise indicated as to remain the property of the Owner, become the property of the Contractor; remove from site. C. Reused Products: Reused products include materials and equipment previously used in this or other construction, salvaged and refurbished as specified. 2.02 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. B. Provide interchangeable components of the same manufacture for components being replaced. 2.03 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers: Use a product of one of the manufacturers named and meeting specifications, no options or substitutions allowed. C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 2.04 MAINTENANCE MATERIALS A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections. B. Deliver to Project site; obtain receipt prior to final payment. 25170 – Brule Public Works Garage 01 60 00 - 2 PRODUCT REQUIREMENTS PART 3 EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Instructions to Bidders specify time restrictions for submitting requests for substitutions during the bidding period. Comply with requirements specified in this section. B. Substitutions may be considered when a product becomes unavailable through no fault of the Contractor. C. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. D. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension that may subsequently become apparent. E. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. F. Substitution Submittal Procedure: 1. Submit three copies of request for substitution for consideration. Limit each request to one proposed substitution. 2. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 3. The Architect will notify Contractor in writing of decision to accept or reject request. 3.02 OWNER-SUPPLIED PRODUCTS A. Owner's Responsibilities: 1. Arrange for and deliver Owner reviewed shop drawings, product data, and samples, to Contractor. 2. Arrange and pay for product delivery to site. 3. On delivery, inspect products jointly with Contractor. 4. Submit claims for transportation damage and replace damaged, defective, or deficient items. 5. Arrange for manufacturers' warranties, inspections, and service. B. Contractor's Responsibilities: 1. Review Owner reviewed shop drawings, product data, and samples. 2. Receive and unload products at site; inspect for completeness or damage jointly with Owner. 3. Handle, store, install and finish products. 4. Repair or replace items damaged after receipt. 3.03 TRANSPORTATION AND HANDLING A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. B. Transport and handle products in accordance with manufacturer's instructions. C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. 25170 – Brule Public Works Garage 01 60 00 - 3 PRODUCT REQUIREMENTS E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. F. Replace damaged materials at no additional cost to the owner. G. Deliver items required to be built into masonry or concrete promptly to the site so they may be built in as the work progresses. Provide templates showing exact locations. H. Do not deliver materials subject to damage unduly long before they are required in the work and suitable storage facilities are available at the site. I. Arrange for the return of packing materials, such as wood pallets, where economically feasible. 3.04 STORAGE AND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. B. Store and protect products in accordance with manufacturers' instructions. C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. E. For exterior storage of fabricated products, place on sloped supports above ground. F. Provide bonded off-site storage and protection when site does not permit on-site storage or protection. G. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. H. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matter. I. Prevent contact with material that may cause corrosion, discoloration, or staining. J. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. K. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. L. Arrange storage of products to permit access for inspection. Periodically inspect to ensure products are undamaged and are maintained under specified conditions. M. Replace damaged materials at no additional cost to the owner. END OF SECTION 25170 – Brule Public Works Garage 01 70 00 - 1 EXECUTION AND CLOSEOUT REQUIREMENTS SECTION 01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 GENERAL 1.01 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Requirements for alterations work, including selective demolition, except removal, disposal, and/or remediation of hazardous materials and toxic substances. C. Pre-installation meetings. D. Cutting and patching. E. Surveying for laying out the work. F. Cleaning and protection. G. Starting of systems and equipment. H. Demonstration and instruction of Owner personnel. I. Closeout procedures, except payment procedures. 1.02 REFERENCE STANDARDS A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. 1.03 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Survey work: Submit name, address, and telephone number of Surveyor before starting survey work. 1. On request, submit documentation verifying accuracy of survey work. 2. Submit a copy of site drawing signed by the Land Surveyor, that the elevations and locations of the work are in conformance with Contract Documents. 3. Submit surveys and survey logs for the project record. C. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of Owner or separate Contractor. D. Project Record Documents: Accurately record actual locations of capped and active utilities. 1.04 QUALIFICATIONS A. For demolition work, employ a firm specializing in the type of work required. B. For survey work, employ a land surveyor registered in the State in which the Project is located and acceptable to Architect. Submit evidence of Surveyor's Errors and Omissions insurance coverage in the form of an Insurance Certificate. C. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in the State in which the Project is located. 1.05 PROJECT CONDITIONS A. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain pumping equipment. B. Protect site from puddling or running water. Provide water barriers as required to protect site from soil erosion. C. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. 25170 – Brule Public Works Garage 01 70 00 - 2 EXECUTION AND CLOSEOUT REQUIREMENTS D. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property. E. Erosion and Sediment Control: Plan and execute work by methods to control surface drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and sedimentation. 1. Minimize amount of bare soil exposed at one time. 2. Provide temporary measures such as berms, dikes, and drains, to prevent water flow. 3. Construct fill and waste areas by selective placement to avoid erosive surface silts or clays. 4. Periodically inspect earthwork to detect evidence of erosion and sedimentation; promptly apply corrective measures. F. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. G. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects from damaging the work. H. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or invading premises. I. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations. 1.06 COORDINATION A. This PROJECT COORDINATION ADMINISTRATOR shall coordinate the work of this project, including the work of his subcontractors. B. This PROJECT COORDINATION ADMINISTRATOR shall coordinate all work of the project with the Owner, the Architect and other contractors carrying out work at the site. C. Each Sub-Contractor and Material Supplier shall coordinate the work of his and that of related contractors, subcontractors and material suppliers with the aid of the Project Coordination Administrator. D. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. E. Notify affected utility companies and comply with their requirements. F. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. G. Coordinate space requirements, supports, and installation of mechanical and electrical work that are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. H. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. I. Coordinate completion and clean-up of work of separate sections. J. After Owner occupancy of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of Owner's activities. PART 2 PRODUCTS 2.01 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. 25170 – Brule Public Works Garage 01 70 00 - 3 EXECUTION AND CLOSEOUT REQUIREMENTS B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 60 00. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of new work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or misfabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. Beginning of cutting or patching means acceptance of existing conditions. 3.02 PREPARATION A. Clean substrate surfaces prior to applying next material or substance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.03 PREINSTALLATION MEETINGS A. When required in individual specification sections, convene a preinstallation meeting at the site prior to commencing work of the section. B. Require attendance of parties directly affecting, or affected by, work of the specific section. C. Notify Architect four days in advance of meeting date. D. Prepare agenda and preside at meeting: 1. Review conditions of examination, preparation and installation procedures. 2. Review coordination with related work. E. Record minutes and distribute electronic copies within two days after meeting to participants, with electronic copies to Architect, Owner, participants, and those affected by decisions made. 3.04 LAYING OUT THE WORK A. Verify locations of survey control points prior to starting work. B. Promptly notify Architect of any discrepancies discovered. C. Protect survey control points prior to starting site work; preserve permanent reference points during construction. D. Promptly report to Architect the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. E. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect. F. Utilize recognized engineering survey practices. 25170 – Brule Public Works Garage 01 70 00 - 4 EXECUTION AND CLOSEOUT REQUIREMENTS G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading, fill and topsoil placement; utility locations, slopes, and invert elevations. 2. Grid or axis for structures. 3. Building foundation, column locations, ground floor elevations. H. Periodically verify layouts by same means. I. Maintain a complete and accurate log of control and survey work as it progresses. 3.05 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.06 ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as shown. 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of alterations work constitutes acceptance of existing conditions. B. Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications; take care to prevent water and humidity damage. 1. Where openings in exterior enclosure exist, provide construction to make exterior enclosure weatherproof. 2. Insulate existing ducts or pipes that are exposed to outdoor ambient temperatures by alterations work. C. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. 2. Relocate items indicated on drawings. 3. Where new surface finishes are to be applied to existing work, perform removals, patch, and prepare existing surfaces as required to receive new finish; remove existing finish if necessary for successful application of new finish. 4. Where new surface finishes are not specified or indicated, patch holes and damaged surfaces to match adjacent finished surfaces as closely as possible. D. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove, relocate, and extend existing systems to accommodate new construction. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components; if necessary, modify installation to allow access or provide access panel. 2. Where existing systems or equipment are not active and Contract Documents require reactivation, put back into operational condition; repair supply, distribution, and equipment as required. 3. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. a. Disable existing systems only to make switchovers and connections; minimize duration of outages. 25170 – Brule Public Works Garage 01 70 00 - 5 EXECUTION AND CLOSEOUT REQUIREMENTS b. Provide temporary connections as required to maintain existing systems in service. 4. Verify that abandoned services serve only abandoned facilities. 5. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification; patch holes left by removal using materials specified for new construction. E. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. F. Adapt existing work to fit new work: Make as neat and smooth transition as possible. 1. When existing finished surfaces are cut so that a smooth transition with new work is not possible, terminate existing surface along a straight line at a natural line of division and make recommendation to Architect. 2. Where removal of partitions or walls results in adjacent spaces becoming one, rework floors, walls, and ceilings to a smooth plane without breaks, steps, or bulkheads. 3. Where a change of plane of 1/4 inch or more occurs in existing work, submit recommendation for providing a smooth transition for Architect review and request instructions. 4. Trim existing wood doors as necessary to clear new floor finish. Refinish trim as required. G. Patching: Where the existing surface is not indicated to be refinished, patch to match the surface finish that existed prior to cutting. Where the surface is indicated to be refinished, patch so that the substrate is ready for the new finish. H. Refinish existing surfaces as indicated: 1. Where rooms or spaces are indicated to be refinished, refinish all visible existing surfaces to remain to the specified condition for each material, with a neat transition to adjacent finishes. 2. If mechanical or electrical work is exposed accidentally during the work, re-cover and refinish to match. I. Clean existing systems and equipment. J. Remove demolition debris and abandoned items from alterations areas and dispose of off-site; do not burn or bury. K. Do not begin new construction in alterations areas before demolition is complete. L. Comply with all other applicable requirements of this section. 3.07 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. B. See Alterations article above for additional requirements. C. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of mechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non-conforming work. D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. 25170 – Brule Public Works Garage 01 70 00 - 6 EXECUTION AND CLOSEOUT REQUIREMENTS E. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. F. Patching work shall be done by skilled mechanics experienced in the particular type of work involved. Patching work shall conform to the standards of the Specifications where applicable and where not specified, work shall conform to the highest standards of the trade. G. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. H. Restore work with new products in accordance with requirements of Contract Documents. I. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. J. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with Section 07 84 00, to full thickness of the penetrated element. K. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Match color, texture, and appearance. 3. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. L. Patch or replace surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. Repair substrate prior to patching finish. Finish patches to produce uniform finish and texture over entire area. When finish cannot be matched, refinish entire surface to nearest intersections. 3.08 PROGRESS CLEANING A. The Contractor and Subcontractors will be responsible for their own cleanup as specified and removal of their own debris. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury. E. Do not throw waste material and rubbish down from upper levels. F. Hammer in or bend over flush with the wood protruding nails in boards, planks, timbers, etc. G. Dispose of hazardous wastes in accordance with applicable laws and regulations. H. Promptly remove from the work area all waste materials and rubbish resulting from the performance of the work. Clean up on a day-to-day basis throughout the construction period. I. Perform continuous clean-up of flammable debris to prevent accumulation. J. Contractors and Subcontractors shall provide for the removal of stains and overages caused by operations, such as mastics, mortar, concrete, joint compounds, paint, caulking, etc. K. The Contractor shall provide periodic broom cleaning of project areas using sweeping compound as required to prevent airborne dust. L. The Architect may require the Contractor to broom clean any area or areas of the project at any time he feels there is excess dust or dirt, which inconveniences building occupants or finishing operations. 25170 – Brule Public Works Garage 01 70 00 - 7 EXECUTION AND CLOSEOUT REQUIREMENTS M. If the premises and the site are not maintained properly at all times, the Owner may have any accumulation of waste materials or trash removed and charge the cost to the Contractor who is responsible. N. In addition to cleaning above, each Contractor or Subcontractor shall thoroughly clean and vacuum floors prior to the installation of the finish flooring, such as sealing exposed slabs, ceramic or quarry tile, sheet vinyl flooring, V.C.T., carpet, etc. 3.09 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is necessary, obtain recommendations for protection from waterproofing or roofing material manufacturer. G. Remove protective coverings when no longer needed; reuse or recycle plastic coverings if possible. 3.10 SYSTEM STARTUP A. Coordinate schedule for start-up of various equipment and systems. B. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions that may cause damage. C. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. D. Verify that wiring and support components for equipment are complete and tested. E. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions. F. When specified in individual specification Sections, require manufacturer to provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. G. Submit a written report that equipment or system has been properly installed and is functioning correctly. 3.11 DEMONSTRATION AND INSTRUCTION A. Demonstrate operation and maintenance of products to Owner's personnel two weeks prior to date of Substantial Completion. B. Demonstrate start-up, operation, control, adjustment, trouble-shooting, servicing, maintenance, and shutdown of each item of equipment at scheduled time, at equipment location. C. For equipment or systems requiring seasonal operation, perform demonstration for other season within six months. D. Provide a qualified person who is knowledgeable about the Project to perform demonstration and instruction of owner personnel. E. Utilize operation and maintenance manuals as basis for instruction. Review contents of manual with Owner's personnel in detail to explain all aspects of operation and maintenance. F. Prepare and insert additional data in operations and maintenance manuals when need for additional data becomes apparent during instruction. G. The amount of time required for instruction on each item of equipment and system is that specified in individual sections. 25170 – Brule Public Works Garage 01 70 00 - 8 EXECUTION AND CLOSEOUT REQUIREMENTS 3.12 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. 3.13 FINAL CLEANING A. At Completion of the Work promptly remove tools, equipment, machinery, and surplus materials from the Project site. B. The Masonry Trade Contractor is responsible for final cleaning of all masonry surfaces. C. Use cleaning materials that are nonhazardous. D. Leave all surfaces broom clean and ready for final cleaning unless otherwise required by the Specifications. E. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. F. Remove all labels that are not permanent. Do not paint or otherwise cover fire test labels or nameplates on mechanical and electrical equipment. G. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. H. The Mechanical Contractor shall clean all ductwork and grills (in and out), and polish all plumbing fixtures, trim, etc. I. If air handling equipment is operated during construction, filters for air handling equipment shall be replaced or thoroughly cleaned according to manufacturer's instructions, by the HVAC contractor. Clean filters of operating equipment. J. The electrical subcontractor shall wash, vacuum, dust or otherwise clean light fixtures and other electrical work in finished spaces as necessary to remove all stains, dust and dirt. Other electrical equipment in mechanical rooms, transformer vaults, switch gear rooms, and similar unfinished spaces shall be left "broom clean". Burned out lamps shall be replaced. K. All areas within lights, ducts, chases and other items, areas or equipment which will be "closed up" by the Contractor, as a part of the work of their contract, shall be thoroughly cleaned by the Contractor prior to closing up. L. Clean debris from roofs, gutters, downspouts, and drainage systems. M. Clean site; sweep paved areas, rake clean landscaped surfaces. N. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. O. The Contractor shall arrange for professional cleaners or experienced workmen for other final cleaning, to remove dust, dirt, finger prints and labels from all interior and exterior surfaces and to polish glossy surfaces to a clear shine. P. The Work shall be maintained in a clean condition until the Architect determines that the Project is substantially complete. Q. Cleaning required by subsequent work done after Substantial Completion shall be carried out by the Contractor or Subcontractor of the required work and shall be accomplished prior to Final Completion. 3.14 CLOSEOUT PROCEDURES A. Make submittals that are required by governing or other authorities. B. Notify Architect when work is considered ready for Substantial Completion. 1. When the Work is considered Substantially Complete, as defined in the General Conditions THE PRIME OR PRIME TRADE CONTRACTOR shall submit to the Architect: a. A written notice that the Work, or designated portion thereof, is substantially complete. b. A list of items to be completed or corrected. 25170 – Brule Public Works Garage 01 70 00 - 9 EXECUTION AND CLOSEOUT REQUIREMENTS 2. Within a reasonable time after receipt of such notice, Architect will make a pre-final inspection to determine the status of completion. 3. Should the Architect determine that the Work is not Substantially Complete: a. Architect will promptly notify the Contractor in writing, giving the reasons therefor. b. Contractor will remedy the deficiencies in the Work, and send a second written notice of Substantial Completion to the Architect. c. The Architect will reinspect the Work. C. Should the Architect determine that the Work is not Substantially Complete: 1. Architect will promptly notify the Contractor in writing, giving the reasons therefor. a. Contractor will remedy the deficiencies in the Work, and send a second written notice of Substantial Completion to the Architect. b. The Architect will reinspect the Work. c. When the Architect finds that the Work of all Contractors is Substantially Complete, the Architect will execute and deliver to Certificates of Substantial Completion to the Prime contractor with a revised list of items to be completed or corrected before final payment. D. Submit written certification that Contract Documents have been reviewed, work has been inspected, and that work is complete in accordance with Contract Documents and ready for Architect's review. E. Correct items of work listed in executed Certificates of Substantial Completion and comply with requirements for access to Owner-occupied areas. F. Notify Architect when work is considered finally complete. 1. When the Work is considered complete, submit written certification to the Architect along with a copy of the punch list confirming completion of each individual item listed, that: a. Contract Documents have been reviewed. b. Work has been inspected for compliance with Contract Documents. c. Work has been completed in accordance with Contract Documents. d. Equipment and systems have been tested in the presence of the Owner's Representative and are operational. e. Work is clean and ready for final inspection. 2. Upon receipt of the above certification, the Architect/Engineer shall set a date for final inspection to be made only when the project is complete and when all deficiencies of the pre-final inspection have been corrected. 3. One week prior to this date, the Architect will inform the Owner and contractors of this inspection in writing. 4. Immediately following this inspection, the Architect shall prepare a written report listing the names of all persons present at the inspection and the Architect shall prepare a punch list of all deficiencies for completion and correction. Copies of this report will be provided to the Owner, General contractor and the bonding company. 5. Should Architect consider that the Work is incomplete or defective: a. Architect will promptly notify the Contractor or Contractors in writing, listing the incomplete or defective work. b. Contractor will take immediate steps to correct the stated deficiencies, and send a second written certification to Architect that the Work is complete. c. Architect will re-inspect the Work. d. Contractor or Contractors will be responsible for any reinspection cost incurred by Owner due to the necessity of the Architect's re-inspection. G. Final Completion: 1. Test Reports and Certificates: Provide all test reports and certificates required in the technical sections, prior to final payment. Provide a check list of required reports and certificates, by Specifications sections. 2. Retention of Records: Retain all records as required by law and good business practice. 3. Remove all temporary utilities as the job progress permits. 25170 – Brule Public Works Garage 01 70 00 - 10 EXECUTION AND CLOSEOUT REQUIREMENTS 4. Temporary Facilities: As the job progresses and facilities are no longer needed, they shall be removed by the Contractor. Prior to final payment, remove temporary sheds, fences, barricades, surplus materials, debris and other material or items not part of the Project. H. Closeout Submittals: 1. When the Owner has determined that the Work is acceptable under the Contract Documents and the Contract fully performed, Contractor shall prepare and submit final Application for Payment to the Architect together with the following: a. Insurance: Refer to Section 00 73 00. 1) The specified Property Insurance (Multiple Peril Builder's Risk) shall be maintained until final acceptance by the Owner of the entire Project. b. Contractor's Affidavit of Payment of Debts and Claims, AIA Document G706. c. Consent of surety to final payment of Consent of Surety Company to Final Payment, AIA Document G707. The Consent of the Surety Company must be obtained prior to any reduction of retained percentage and prior to final payment. d. Minnesota Department of Revenue "Withholding Affidavit for Contractors" document IC-134, fully completed and certified. e. Evidence of Compliance with requirements of governing authorities: 1) Certificate of Inspection from all required agencies and departments. 2) Certificate of Occupancy. f. Operating and Maintenance Data, Instructions to Owner's Personnel. g. Warranties and Bonds. h. Project Record Documents. i. Special tools required for Owner maintenance. 2. Submit four copies each of Items “b” and “c” above, and two copies each of Items “a” and “d” through “f”. I. Complete items of work determined by Architect's final inspection. J. Final Adjustment of Accounts: 1. Submit a Final Statement of accounting to the Architect. 2. Reflect all adjustments to the Contract Sum in the statement as follows: a. The original Contract Sum. b. Additions and deductions resulting from: 1) Previous Change Orders 2) Unit Prices. 3) Deductions for uncorrected Work. 4) Deductions for Re-inspection Payments. 5) Other Adjustments. c. Total Contract Sum, as adjusted. d. Previous Payments. e. Sum Remaining Due. 3. Submit the final Application for Payment in accordance with procedures and requirements stated in the Conditions of the Contract. K. Corrective Work & Follow-Up Inspections: The Owner shall notify the Contractor of required corrective work after completion, and the Contractor shall actively supervise such Work. The Institution shall not be inconvenienced as to prompt service and/or corrections by the Contractor that may be necessary. END OF SECTION 25170 – Brule Public Works Garage 01 78 00 - 1 CLOSEOUT SUBMITTALS SECTION 01 78 00 CLOSEOUT SUBMITTALS PART 1 GENERAL 1.01 SECTION INCLUDES A. Project Record Documents. B. Operation and Maintenance Data. C. Warranties and bonds. 1.02 RELATED REQUIREMENTS A. Section 00 72 00 - General Conditions: Performance bond and labor and material payment bonds, warranty, and correction of work. B. Section 01 30 00 - Administrative Requirements: Submittals procedures, shop drawings, product data, and samples. C. Section 01 70 00 - Execution and Closeout Requirements: Contract closeout procedures. D. Individual Product Sections: Specific requirements for operation and maintenance data. E. Individual Product Sections: Warranties required for specific products or Work. 1.03 SUBMITTALS A. Project Record Documents: Submit documents to Architect with claim for final Application for Payment. B. Operation and Maintenance Data: 1. Prepare data in the form of an instructional manual for use by the Owner's personnel. 2. Format shall conform to the following: a. Size 8-1/2" x 11" b. Text: Manufacturer's printed data, or neatly typewritten. c. Cover: Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". List: 1) Title of Project 2) Identity of separate structure as applicable. 3) Identity of general subject matter covered in the manual. d. Provide fly-leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. e. Cover: Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". List: 1) Title of Project 2) Identity of separate structure as applicable. 3) Identity of general subject matter covered in the manual. 3. Binders a. Commercial quality three-ring binders with durable and cleanable plastic covers. b. When multiple binders are used, correlate the data into related consistent groupings. C. Content of Manual: 1. Arrange neatly a typewritten table of contents for each volume, in the following systematic order. a. Trade Contractor, name of responsible principal, address and telephone number. b. A list of each product required to be included, indexed to the content of the volume. c. List, with each product, the name, address and telephone number of: 1) Trade Contractor or installer 2) Maintenance contractor, as appropriate 3) Identify the area of responsibility of each 4) Local source of supply for parts and replacement 25170 – Brule Public Works Garage 01 78 00 - 2 CLOSEOUT SUBMITTALS d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify the specific product or part installed. 2) Clearly identify the data applicable to the installation. 3) Delete references to inapplicable information. 3. Written text, as required to supplement product data for the particular installation: a. Organize in a consistent format under separate headings for different procedures. b. Provide a logical sequence of instructions for each procedure. c. Do not use Project Record Documents as maintenance drawings. 4. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. Architect will review draft and return one copy with comments. 5. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit completed documents within ten days after acceptance. 6. Submit one copy of completed documents 15 days prior to final inspection. This copy will be reviewed and returned after final inspection, with Architect comments. Revise content of all document sets as required prior to final submission. 7. Submit two sets of revised final documents in final form within 10 days after final inspection. D. Warranties and Bonds: 1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within 10 days after acceptance. 2. Make other submittals within 10 days after Date of Substantial Completion, prior to final Application for Payment. 3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within 10 days after acceptance, listing the date of acceptance as the beginning of the warranty period. 4. Copy of each warranty, bond and service contract issued. a. Provide information sheet for Owner's personnel, give: 1) Proper procedures in the event of failure. 2) Instances which might affect the validity of warranties or bonds. b. Provide a logical sequence of instructions for each procedure. PART 2 PRODUCTS - NOT USED PART 3 EXECUTION 3.01 PROJECT RECORD DOCUMENTS A. Maintain on site one set of the following record documents; record actual revisions to the Work: 1. Drawings. 2. Specifications. 3. Addenda. 4. Change Orders and other modifications to the Contract. 5. Reviewed shop drawings, product data, and samples. 6. Manufacturer's instruction for assembly, installation, and adjusting. 7. Architect/Engineer Field Orders or written instructions. 8. Field test records. B. Ensure entries are complete and accurate, enabling future reference by Owner. C. Store record documents separate from documents used for construction. D. Record information concurrent with construction progress. E. Maintain record documents in a clean, dry, legible condition and in good order. Do not use record documents for construction purposes. 25170 – Brule Public Works Garage 01 78 00 - 3 CLOSEOUT SUBMITTALS F. Make record documents and samples available at all times for inspection by Architect and/or Owner. G. Specifications: Legibly mark and record at each product section description of actual products installed, including the following: 1. Manufacturer's name and product model and number. 2. Product substitutions or alternates utilized. 3. Changes made by Addenda and modifications. H. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including: 1. Measured depths of foundations in relation to finish first floor datum. 2. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements. 3. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work. 4. Field changes of dimension and detail. 5. Changes made by Field Order or by Change Orders. 6. Details not on original Contract drawings. 3.02 OPERATION AND MAINTENANCE DATA A. For Each Product or System: List names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts. B. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information. C. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings. D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions. 3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES A. For Each Product, Applied Material, and Finish: 1. Product data, with catalog number, size, composition, and color and texture designations. 2. Information for re-ordering custom manufactured products. B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents and methods, precautions against detrimental cleaning agents and methods, and recommended schedule for cleaning and maintenance. 3.04 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS A. For Each Item of Equipment and Each System: 1. Description of unit or system, and component parts. 2. Identify function, normal operating characteristics, and limiting conditions. 3. Include performance curves, with engineering data and tests. 4. Complete nomenclature and model number of replaceable parts. B. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications; typed. C. Include color coded wiring diagrams as installed. D. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut-down, and emergency instructions. Include summer, winter, and any special operating instructions. E. Maintenance Requirements: Include routine procedures and guide for preventative maintenance and trouble-shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions. 25170 – Brule Public Works Garage 01 78 00 - 4 CLOSEOUT SUBMITTALS F. Provide servicing and lubrication schedule, and list of lubricants required. G. Include manufacturer's printed operation and maintenance instructions. H. Include sequence of operation by controls manufacturer. I. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance. J. Provide control diagrams by controls manufacturer as installed. K. Provide Contractor's coordination drawings, with color coded piping diagrams as installed. L. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. M. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage. N. Include test and balancing reports. O. Additional Requirements: As specified in individual product specification sections. 3.05 OPERATION AND MAINTENANCE MANUALS A. Prepare instructions and data by personnel experienced in maintenance and operation of described products. B. Prepare data in the form of an instructional manual. C. Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic covers; 2 inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings. D. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; identify title of Project; identify subject matter of contents. E. Provide tabbed dividers for each separate product and system, with typed description of product and major component parts of equipment. F. Text: Manufacturer's printed data, or typewritten data on 24 pound paper. G. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages. H. Arrange content by systems under section numbers and sequence of Table of Contents of this Project Manual. I. Contents: Prepare a Table of Contents for each volume, with each product or system description identified, in three parts as follows: 1. Part 1: Directory, listing names, addresses, and telephone numbers of Architect, Contractor, Subcontractors, and major equipment suppliers. 2. Part 2: Operation and maintenance instructions, arranged by system and subdivided by specification section. For each category, identify names, addresses, and telephone numbers of Subcontractors and suppliers. Identify the following: a. Significant design criteria. b. List of equipment. c. Parts list for each component. d. Operating instructions. e. Maintenance instructions for equipment and systems. f. Maintenance instructions for special finishes, including recommended cleaning methods and materials, and special precautions identifying detrimental agents. 3. Part 3: Project documents and certificates, including the following: a. Shop drawings and product data. b. Air and water balance reports. c. Certificates. d. Photocopies of warranties and bonds. 25170 – Brule Public Works Garage 01 78 00 - 5 CLOSEOUT SUBMITTALS J. Provide a listing in Table of Contents for design data, with tabbed dividers and space for insertion of data. K. Table of Contents: Provide title of Project; names, addresses, and telephone numbers of Architect, Consultants, and Contractor with name of responsible parties; schedule of products and systems, indexed to content of the volume. 3.06 WARRANTIES AND BONDS A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until the Date of Substantial completion is determined. B. Verify that documents are in proper form, contain full information, and are notarized. C. Co-execute submittals when required. D. Retain warranties and bonds until time specified for submittal. E. Manual: Bind in commercial quality 8-1/2 by 11 inch three D side ring binders with durable plastic covers. F. Cover: Identify each binder with typed or printed title WARRANTIES AND BONDS, with title of Project; name, address and telephone number of Contractor and equipment supplier; and name of responsible company principal. G. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification section in which specified, and the name of product or work item. H. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing. Provide full information, using separate typed sheets as necessary. List Subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal. END OF SECTION 25170 – Brule Public Works Garage CONCRETE FORMING 03 10 00 - 1 AND ACCESSORIES SECTION 03 10 00 CONCRETE FORMING AND ACCESSORIES PART 1 GENERAL 1.01 SECTION INCLUDES A. Formwork for cast-in place concrete, with shoring, bracing and anchorage. B. Openings for other work. C. Form accessories. D. Form stripping. 1.02 RELATED REQUIREMENTS A. Section 03 20 00 - Concrete Reinforcing. B. Section 03 30 00 - Cast-in-Place Concrete. 1.03 REFERENCE STANDARDS A. ACI 117 - Standard Specifications for Tolerances for Concrete Construction and Materials; 2010. B. ACI 301 - Specifications for Structural Concrete for Buildings; American Concrete Institute; 2010. 1.04 DESIGN REQUIREMENTS A. Design, engineer and construct formwork, shoring and bracing to conform to design and code requirements; resultant concrete to conform to required shape, line and dimension. 1.05 QUALITY ASSURANCE A. Perform work of this section in accordance with ACI 347, ACI 301, and ACI 318. 1.06 REGULATORY REQUIREMENTS A. Conform to applicable code for design, fabrication, erection and removal of formwork. PART 2 PRODUCTS 2.01 FORMWORK - GENERAL A. Provide concrete forms, accessories, shoring, and bracing as required to accomplish cast-in-place concrete work. B. Design and construct to provide resultant concrete that conforms to design with respect to shape, lines, and dimensions. C. Comply with applicable State and local codes with respect to design, fabrication, erection, and removal of formwork. 2.02 WOOD FORM MATERIALS A. Form Materials: At the discretion of the Contractor. 2.03 REMOVABLE PREFABRICATED FORMS A. Preformed Steel Forms: Minimum 16 gage matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished surfaces. B. Preformed Plastic Forms: Thermoplastic polystyrene form liner, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished surfaces. C. Glass Fiber Fabric Reinforced Plastic Forms: Matched, tight fitting, stiffened to support weight of concrete without deflection detrimental to tolerances and appearance of finished concrete surfaces. 25170 – Brule Public Works Garage CONCRETE FORMING 03 10 00 - 2 AND ACCESSORIES 2.04 FORMWORK ACCESSORIES A. Form Ties: Removable type, galvanized metal, fixed length, cone type, with waterproofing washer, free of defects that could leave holes larger than 1 inch in concrete surface. B. Form Release Agent: Colorless mineral oil that will not stain concrete, absorb moisture, impair natural bonding of concrete finish coatings, or affect color characteristics of concrete finish coatings. 1. Sonneborn - Cast-Off 2. Sika - Formtex 3. W.R. Meadows - Duogard II 4. Tamms: Aquaform 5. Substitutions: See Section 01 60 00 - Product requirements. C. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required, of sufficient strength and character to maintain formwork in place while placing concrete. D. Embedded Anchor Shapes, Plates, Angles and Bars: As specified. PART 3 EXECUTION 3.01 EXAMINATION A. Verify lines, levels and centers before proceeding with formwork. Ensure that dimensions agree with drawings. 3.02 ERECTION - FORMWORK A. Erect formwork, shoring and bracing to achieve design requirements, in accordance with requirements of ACI 301. B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork subject to overstressing by construction loads. C. Arrange and assemble formwork to permit dismantling and stripping. Do not damage concrete during stripping. Permit removal of remaining principal shores. D. Align joints and make watertight. Keep form joints to a minimum. 3.03 APPLICATION - FORM RELEASE AGENT A. Apply form release agent on formwork in accordance with manufacturer's recommendations. 3.04 INSERTS, EMBEDDED PARTS, AND OPENINGS A. Provide formed openings where required for items to be embedded in passing through concrete work. B. Locate and set in place items that will be cast directly into concrete. C. Coordinate with work of other sections in forming and placing openings, slots, reglets, recesses, sleeves, bolts, anchors, other inserts, and components of other work. D. Install accessories in accordance with manufacturer's instructions, so they are straight, level, and plumb. Ensure items are not disturbed during concrete placement. 3.05 FORM CLEANING A. Clean forms as erection proceeds, to remove foreign matter within forms. B. Clean formed cavities of debris prior to placing concrete. 1. Flush with water or use compressed air to remove remaining foreign matter. Ensure that water and debris drain to exterior through clean-out ports. 2. During cold weather, remove ice and snow from within forms. Do not use de-icing salts. Do not use water to clean out forms, unless formwork and concrete construction proceed within heated enclosure. Use compressed air or other means to remove foreign matter. 3.06 FORMWORK TOLERANCES A. Construct formwork to maintain tolerances required by ACI 117, unless otherwise indicated. 25170 – Brule Public Works Garage CONCRETE FORMING 03 10 00 - 3 AND ACCESSORIES 3.07 FORM REMOVAL A. Do not remove forms or bracing until concrete has gained sufficient strength to carry its own weight and imposed loads. B. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish concrete surfaces scheduled for exposure to view. END OF SECTION 25170 – Brule Public Works Garage 03 20 00 - 1 CONCRETE REINFORCING SECTION 03 20 00 CONCRETE REINFORCING PART 1 GENERAL 1.01 SECTION INCLUDES A. Reinforcing steel for cast-in-place concrete. B. Supports and accessories for steel reinforcement. 1.02 RELATED REQUIREMENTS A. Section 03 10 00 - Concrete Forming and Accessories. B. Section 03 30 00 - Cast-in-Place Concrete. 1.03 REFERENCE STANDARDS A. ACI 301 - Specifications for Structural Concrete for Buildings; American Concrete Institute International; 2020. B. ACI 318 - Building Code Requirements For Structural Concrete and Commentary; American Concrete Institute International; 2014 (Errata 2018). C. ACI SP-66 - ACI Detailing Manual; American Concrete Institute International; 2004. D. ASTM A184/A184M - Standard Specification for Welded Deformed Steel Bar Mats for Concrete Reinforcement 2019. E. ASTM A615/A615M - Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement; 2020. F. AWS D1.4/D1.4M - Structural Welding Code - Reinforcing Steel; American Welding Society; 2018. G. CRSI (DA4) - Manual of Standard Practice; Concrete Reinforcing Steel Institute; 2019. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Comply with requirements of ACI SP-66. Include bar schedules, shapes of bent bars, spacing of bars, and location of splices. 1.05 QUALITY ASSURANCE A. Perform work of this section in accordance with ACI 301. B. Welders' Certificates: Submit certifications for welders employed on the project, verifying AWS qualification within the previous 12 months. PART 2 PRODUCTS 2.01 REINFORCEMENT A. Reinforcing Steel: ASTM A615/A615M, Grade 60 (60,000 psi). 1. Deformed billet-steel bars. 2. Unfinished. B. Reinforcement Accessories: 1. Tie Wire: Annealed, minimum 16 gage, 0.0508 inch. 2. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for adequate support of reinforcement during concrete placement. 2.02 FABRICATION A. Fabricate concrete reinforcing in accordance with CRSI (DA4) - Manual of Standard Practice. B. Welding of reinforcement is permitted only with the specific approval of Architect. Perform welding in accordance with AWS D1.4/D1.4M. C. Locate reinforcing splices not indicated on drawings at point of minimum stress. 25170 – Brule Public Works Garage 03 20 00 - 2 CONCRETE REINFORCING PART 3 EXECUTION 3.01 PLACEMENT A. Place, support and secure reinforcement against displacement. Do not deviate from required position. B. Do not displace or damage vapor barrier. C. Accommodate placement of formed openings. D. Conform to applicable code for concrete cover over reinforcement. END OF SECTION 25170 – Brule Public Works Garage 03 30 00 - 1 CAST-IN-PLACE CONCRETE SECTION 03 30 00 CAST-IN-PLACE CONCRETE PART 1 GENERAL 1.01 SECTION INCLUDES A. Concrete building frame members. B. Floors and slabs on grade. C. Joint devices associated with concrete work. D. Concrete curing. 1.02 RELATED REQUIREMENTS A. Section 03 10 00 - Concrete Forming and Accessories: Forms and accessories for formwork. B. Section 03 20 00 - Concrete Reinforcing. C. Section 07 90 05 - Joint Sealers: Sealants for saw cut joints and isolation joints in slabs. 1.03 REFERENCE STANDARDS A. A. ACI 117 - Specifications for Tolerances for Concrete Construction and Materials 2010 (Reapproved 2015). B. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete 1991 (Reapproved 2009). C. ACI 301 - Specifications for Structural Concrete 2016. D. ACI 302.1R - Guide to Concrete Floor and Slab Construction 2015. E. ACI 304R - Guide for Measuring, Mixing, Transporting, and Placing Concrete 2000 (Reapproved 2009). F. ACI 305R - Guide to Hot Weather Concreting 2010. G. ACI 306R - Guide to Cold Weather Concreting 2016. H. ACI 308R - Guide to External Curing of Concrete 2016. I. ACI 318 - Building Code Requirements for Structural Concrete and Commentary 2014 (Errata 2018). J. ASTM C33/C33M - Standard Specification for Concrete Aggregates 2018. K. ASTM C39/C39M - Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens 2020. L. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete 2020. M. ASTM C150/C150M - Standard Specification for Portland Cement 2020. N. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete 2016. O. ASTM C618 - Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete 2019. P. ASTM C685/C685M - Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing 2017. Q. ASTM C1059/C1059M - Standard Specification for Latex Agents for Bonding Fresh to Hardened Concrete 2013. R. ASTM C1240 - Standard Specification for Silica Fume Used in Cementitious Mixtures 2020. S. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Non-extruding and Resilient Bituminous Types) 2018. T. ASTM D2103 - Standard Specification for Polyethylene Film and Sheeting 2015. U. ASTM E1155 - Standard Test Method for Determining FF Floor Flatness and FL Floor Levelness Numbers 2020. 25170 – Brule Public Works Garage 03 30 00 - 2 CAST-IN-PLACE CONCRETE V. ASTM E1155M - Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor Levelness Numbers (Metric) 2014. W. ICRI 310.2R - Selecting and Specifying Concrete Surface Preparation for Sealers, Coatings, Polymer Overlays, and Concrete Repair 2013. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Submit concrete mix design to the Architect for approval C. Product Data: Submit manufacturers' data on manufactured products showing compliance with specified requirements and installation instructions. D. Project Record Documents: Accurately record actual locations of embedded utilities and components that will be concealed from view upon completion of concrete work. 1.05 QUALITY ASSURANCE A. Perform work of this section in accordance with ACI 301 and ACI 318. B. Follow recommendations of ACI 305R when concreting during hot weather. C. Follow recommendations of ACI 306R when concreting during cold weather. PART 2 PRODUCTS 2.01 FORMWORK A. Comply with requirements of Section 03 10 00. 2.02 REINFORCEMENT A. Comply with requirements of Section 03 20 00. 2.03 CONCRETE MATERIALS A. Cement: ASTM C150/C150M, Type I - Normal Portland type. B. Fine and Coarse Aggregates: ASTM C 33. 1. Course Aggregate Material: Strong, clean crushed granite or limestone gravel, are subject to approval as to use, other inert material having similar characteristics, free from adherent coatings and injurious amount of friable or fragile pieces, flake organic matter, or other deleterious substances, all meeting the following gradation requirements: a. Footings - 1" b. Foundations - 1" c. Slabs - 1" 2. Fine Aggregate Material: Clean, strong, natural are subject to approval and authorization as to use, other inert material suitable for the work to be done, having characteristics similar to natural sand, free of frozen materials, all meeting the following grading limits: a. Passing No. 4 Sieve: 95% to 100% b. Passing No. 14 Sieve: 45% to 80% c. Passing No. 50 Sieve: 10% to 30% d. Passing No. 100 Sieve: 2% to 10% C. Fly Ash: ASTM C618, Class F. D. Silica Fume: ASTM C1240, proportioned in accordance with ACI 211.1. E. Water: Clean and not detrimental to concrete. 2.04 ADMIXTURES A. Do not use chemicals that will result in soluble chloride ions in excess of 0.1 percent by weight of cement. B. Air Entrainment Admixture: ASTM C 260 to produce Air Entrainment of between 5% to 7%. None - N/A Air entrainment admixture shall be used in strict accordance with the manufacturers recommendations and shall be one of the following or approved equal: 1. W.R. Grace - Darex AEA 25170 – Brule Public Works Garage 03 30 00 - 3 CAST-IN-PLACE CONCRETE 2. Protex Industries - Pro-Air 3. W.R. Meadows - Sealtight Air Entrainment Agent 4. Sika - Sika AER 5. Euclid - Air Mix C. Chemical Admixtures: ASTM C 494/C 494M, Type A - Water Reducing. 1. Provide products manufactured by Sika Corporation or The Euclid Chemical Company. 2. Water reducing admixtures are required for concrete slabs on grade to produce a water to cement ratio of 0.45. Submit manufacturer's literature for the specific water reducing admixture to be provided based on mix designers experience for results to be achieved based on specific conditions of the concrete pour. 2.05 ACCESSORY MATERIALS A. Underslab Vapor Retarder: High density polyethylene meeting the requirements of ASTM E 1745, Class A and with the following minimum characteristics: 1. Tensile Strength per ASTM E 154, Section 9: 45.0 lbf/in. 2. Puncture Resistance per ASTM D 1709, Method B: 2200 grams. 3. Permeance per ASTM E 96: 0.018 perms. 4. Under Slab Vapor Retarders shall be as manufactured by one of the following or approved equal: a. Barrier Bac, Inc. - VB 250; 509 South Wall Street, Calhoun, GA 30701; phone 877- 237-2841. b. Raven Industries Inc. - Vapor Block 15; 1812 E. Ave., Sioux Falls, SD 57104; phone 800-635-3456. c. Reef Industries, Inc. - 15 Mil Green; PO Box 750250, Houston, TX 77275-0250; phone 713-507-4200. d. W.R. Meadows, Inc. - Perminator 15 Mil; P.O. Box 338, Hampshire, IL 60140-0338; phone 800-342-5976. e. Stego Industries LLC - Stego Wrap 15 mil Class A, 27442 Calle Arroyo, Suite A, San Juan, CA 92675; phone 877-464-7834. f. Insulation Solutions Inc. - Viper VaporCheck II 15 mil Class A, 401 Truck Haven Road, East Peoria, Il 61611; phone 866-698-6562. 5. Furnish all sealants, sealing tapes, pipe boots and other accessories as required by the manufacturer for a complete installation. B. Underslab Vapor Retarder: ASTM E 1745, Class A, as specified in herein. Single ply polyethylene is prohibited. C. Underslab Vapor Retarder: Multi-layer, fabric-, cord-, grid-, or aluminum-reinforced polyethylene or equivalent, complying with ASTM E 1745, Class A; stated by manufacturer as suitable for installation in contact with soil or granular fill under concrete slabs. Single ply polyethylene is prohibited. Vapor Retarder shall be as specified in Section. 1. Accessory Products: Vapor retarder manufacturer's recommended tape, adhesive, mastic, prefabricated boots, etc., for sealing seams and penetrations in vapor retarder. D. Moisture-Retaining Cover: ASTM C171; clear polyethylene. E. Underlayment for leveling floors to tolerances shall be portland cement based pourable underlayment. Furnish primers as recommended by the manufacturer. Self-leveling underlayment shall be as manufactured by one of the following or approved equal: 1. Ardex Inc. - K-15 2. Sika - Sikaset 3. Euclid Chemical Company - Flo-Top 4. Tamms - Thin Patch F. Liquid Densifier/Sealer: Sodium Silicate Concrete Compound, liquid type. Chemical Hardener shall be as manufactured by one of the following or approved equal: 1. Sonneborn - Kure-N-Hard 2. TK Products - TK-5329 Floor Hardener and Densifier. 25170 – Brule Public Works Garage 03 30 00 - 4 CAST-IN-PLACE CONCRETE 3. L&M Construction Chemicals - Chem Hard 4. Euclid - Euco Diamond Hard 5. Vexcon Chemicals, Inc. - Starseal PS Clear. 6. Curecrete Chemical Company, Inc. - Ashford Formula G. Curing/Sealing Concrete Surfaces: Curing/Sealing compound shall be high solids, non- yellowing methyl methacrylate polymers conforming to ASTM 1315, Type 1, Class A. Compound shall be VOC compliant material to render the surface with a glossy appearance resistant to dirt and moisture penetration. All exposed aggregate floors shall receive two coats of the following or approved equal: 1. TK Products - Bright Kure & Seal. 2. The Euclid Chemical Company - Super Diamond Clear. 3. Vexcon Chemicals - Vexcon Starseal 1315. 4. Degussa Construction Chemicals - Kure-N-Seal 25LV. 5. W.R. Meadows - Epoxo-Gloss. H. Waterstop: shall be a flexible strip of Bentonite waterproofing compound American Colloid Company - Volclay Waterstop RX or approved equal. Provide primer and adhesive as required by the manufacturer. 2.06 BONDING AND JOINTING PRODUCTS A. BOND BREAKER: at juncture of interior concrete slabs and adjacent walls shall be 15 lb. felt with adhesive on one side. B. Expansion Joint Filler: shall be an asphalt, vegetable fibers and mineral filler joint formed under heat and pressure between two asphalt felt liners conforming to ASTM D994. It shall be resistant to oil, solvents, ozone and weathering. Joint Filler shall be as manufactured by W.R. Meadows, Inc. - Sealtight Asphalt Expansion Joint Filler. C. Sealant and Primer: As specified in Section 07 90 05. 2.07 CONCRETE MIX DESIGN A. Proportioning Normal Weight Concrete: Comply with ACI 211.1 recommendations. B. Furnish the following types of concrete: 1. Footings - 1" aggregate, 4000 psi, non-air entrained. 2. Foundations - 1" aggregate, 4000 psi, non-air entrained. 3. Slabs - 1" aggregate, 4000 psi, non-air entrained, water reducing admixture to produce a water to cement ratio of 0.45.. 4. Exterior Concrete - 1" aggregate, 4500 psi, air entrained. C. Admixtures: Add acceptable admixtures as recommended in ACI 211.1 and at rates recommended or required by manufacturer. D. Fiber Reinforcement: Add to mix at rate of 1 pound per cubic yard. 2.08 MIXING A. Transit Mixers: Comply with ASTM C94/C94M. PART 3 EXECUTION 3.01 EXAMINATION A. Verify lines, levels, and dimensions before proceeding with work of this section. 3.02 PREPARATION A. Coordinate placement of embedded items with erection of concrete formwork and placement of form accessories. B. Where new concrete is to be bonded to previously placed concrete, prepare existing surface by cleaning with steel brush and applying bonding agent in accordance with manufacturer's instructions. 25170 – Brule Public Works Garage 03 30 00 - 5 CAST-IN-PLACE CONCRETE C. Install vapor retarder under interior slabs on grade, as shown on drawings. Lap joints minimum 12 inches and seal watertight by taping edges and ends. All penetrations of the vapor retarder shall be sealed. Any stakes driven through the vapor retarder shall be sealed. 3.03 PLACING UNDERSLAB VAPOR BARRIER A. Install materials in accordance with manufacturer's instructions. B. Level and compact granular base as required. C. Unroll vapor retarder with the longest dimension of the pour and pull out the folds to the full width of the product. D. Lap vapor retarder onto the foundation wall to the height of the concrete slab and seal with two sided tape. E. Seal around all pipe penetrations with pipe boots or material and tape as per manufacturer's instructions. Seal around all other penetrations with an elastomeric sealant to create a monolithic membrane between the surface of the slab and moisture sources below and at the slab perimeter as per manufacturer's instructions. F. Holes or punctures through the vapor retarder shall be sealed with a patch and seaming tape prior to pouring concrete. G. Protection: When installing reinforcing steel and utilities in addition to the placement of concrete, take precautions to protect the vapor retarder. Provide additional protection in high traffic areas. H. Use only brick-type reinforcing bar supports to protect the membrane from puncture. I. Avoid driving stakes through the vapor retarder. If this cannot be avoided, each individual hole must be repaired. 3.04 PLACING CONCRETE A. Place concrete in accordance with ACI 304R. B. Place concrete for floor slabs in accordance with ACI 302.1R. C. Notify Architect not less than 24 hours prior to commencement of placement operations. D. Ensure reinforcement, inserts, embedded parts, and formed construction joint devices will not be disturbed during concrete placement. E. Finish floors level and flat, unless otherwise indicated, within the tolerances specified below. 3.05 SLAB JOINTING A. Locate joints as indicated on the drawings. B. Anchor joint fillers and devices to prevent movement during concrete placement. C. Isolation Joints: Use preformed joint filler with removable top section for joint sealant, total height equal to thickness of slab, set flush with top of slab. D. Separate slabs from vertical surfaces with bond breaker. E. Install joint devices in accordance with manufacturer's instructions. F. Apply sealants in joint devices in accordance with Section 07 9005. G. Maintain records of concrete placement. Record date, location, quantity, air temperature, and test samples taken. 3.06 FLOOR FLATNESS AND LEVELNESS TOLERANCES A. Minimum F(F) Floor Flatness and F(L) Floor Levelness Values: 1. Exposed to View and Foot Traffic: F(F) of 20; F(L) of 15, on-grade only. 2. Under Carpeting: F(F) of 25; F(L) of 20, on-grade only. 3. Under Thin Resilient Flooring and Thinset Tile: F(F) of 35; F(L) of 25, on-grade only. a. Coordinate with tolerance acceptance of specified products in section 09 30 00 as required. 25170 – Brule Public Works Garage 03 30 00 - 6 CAST-IN-PLACE CONCRETE B. Measure F(F) and F(L) in accordance with ASTM E1155, within 48 hours after slab installation; report both composite overall values and local values for each measured section. C. Correct the slab surface if composite overall value is less than specified and if local value is less than two-thirds of specified value or less than F(F) 13/F(L) 10. D. Correct defects by grinding or by removal and replacement of the defective work. Areas requiring corrective work will be identified. Re-measure corrected areas by the same process. 3.07 CONCRETE FINISHING A. Repair surface defects, including tie holes, immediately after removing formwork. B. Unexposed Form Finish: Rub down or chip off fins or other raised areas 1/4 inch or more in height. C. Exposed Form Finish: Rub down or chip off and smooth fins or other raised areas 1/4 inch or more in height. Provide finish as follows: 1. Smooth Rubbed Finish: Wet concrete and rub with carborundum brick or other abrasive, not more than 24 hours after form removal. D. Concrete Slabs: Finish to requirements of ACI 302.1R, and as follows: 1. Surfaces to Receive Thin Floor Coverings: "Steel trowel" as described in ACI 302.1R; thin floor coverings include carpeting, resilient flooring, seamless flooring, thin set quarry tile, and thin set ceramic tile. 2. Other Surfaces to Be Left Exposed: Trowel as described in ACI 302.1R, minimizing burnish marks and other appearance defects. E. In areas with floor drains, maintain floor elevation at walls; pitch surfaces uniformly to drains at 1:100 nominal. 3.08 CURING AND PROTECTION A. Comply with requirements of ACI 308R. Immediately after placement, protect concrete from premature drying, excessively hot or cold temperatures, and mechanical injury. B. Maintain concrete with minimal moisture loss at relatively constant temperature for period necessary for hydration of cement and hardening of concrete. 1. Normal concrete: Not less than 7 days. C. Formed Surfaces: Cure by moist curing with forms in place for full curing period. D. Surfaces Not in Contact with Forms: 1. Curing/Sealing New Concrete: a. Apply in accordance with manufacturer's instructions. b. Apply immediately after surface water has dissipated, and concrete can withstand weight. c. Apply at a rate of 200 - 300 square feet per gallon for the first and second coats using spray brush or roller. d. Avoid buildup which can cause slippery conditions or lifting action between coats. Protect from freezing Do not apply if concrete surface and ambient temperatures are below 40 degrees F. 3.09 FIELD QUALITY CONTROL A. An independent testing agency will perform field quality control tests, as specified in Section 01 40 00 - Quality Requirements. B. Provide free access to concrete operations at project site and cooperate with appointed firm. C. Submit proposed mix design of each class of concrete to inspection and testing firm for review prior to commencement of concrete operations. D. Tests of concrete and concrete materials may be performed at any time to ensure conformance with specified requirements. E. Compressive Strength Tests: ASTM C39/C39M. For each test, mold and cure three concrete test cylinders. Obtain test samples for every 50 cu yd or less of each class of concrete placed. 25170 – Brule Public Works Garage 03 30 00 - 7 CAST-IN-PLACE CONCRETE F. Take one additional test cylinder during cold weather concreting, cured on job site under same conditions as concrete it represents. G. Perform one slump test for each set of test cylinders taken, following procedures of ASTM C143/C143M. H. Slab Moisture Content: Test concrete slabs on grade in accordance with ASTM F2170 - 02, Standard Test Method for Determining Relative Humidity in Concrete Floor Slabs Using in situ Probes. Flooring materials shall not be installed over floors with a relative humidity greater than 80%. I. Tested concrete reports need to be coordinated with respective parties and shall be distributed to all associated parties including: Testing firm, Owner, CM or GC, Sub-contractor, and supplier. END OF SECTION 25170 – Brule Public Works Garage 05 40 00 - 1 COLD-FORMED METAL FRAMING SECTION 05 40 00 COLD-FORMED METAL FRAMING PART 1 GENERAL 1.01 SECTION INCLUDES A. Formed steel stud wall framing. 1.02 RELATED REQUIREMENTS A. Section 06 10 00 - Rough Carpentry: Wood blocking and miscellaneous framing. B. Section 07 21 00 - Thermal Insulation: Insulation within framing members. C. Section 07 25 00 - Weather Barriers: Weather barrier over sheathing. 1.03 REFERENCE STANDARDS A. AISI SG02-1 - North American Specification for the Design of Cold-Formed Steel Structural Members; American Iron and Steel Institute; 2001 with 2004 supplement. (replaced SG-971) B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2023. C. ASTM A 123/A 123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2000. D. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2023. E. ASTM A1003/1003M - Standard Specification for Steel Sheet, Carbon, Metallic and Nonmetallic Coated for Cold Formed Framing Members. F. ASTM C955 - Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases; 2011c. G. ASTM C 1007 - Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories; 2020. H. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing; 2017. I. AWS D1.1/D1.1M - Structural Welding Code - Steel; American Welding Society; Current edition. J. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); Society for Protective Coatings; 2019. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on standard framing members; describe materials and finish, product criteria, limitations and installation instructions. C. Shop Drawings: Provide shop drawings prepared by cold-formed metal framing manufacturer. Indicate component details, framed openings, and accessories or items required of related work. 1. Indicate stud and floor joist layout. 2. Describe method for securing studs to tracks and for bolted framing connections. 3. Provide design engineer's stamp on shop drawings. 4. Provide details and calculations for factory-made framing connectors, stamped by a Professional Structural Engineer. D. Manufacturer's Installation Instructions: Indicate special procedures, conditions requiring special attention. 25170 – Brule Public Works Garage 05 40 00 - 2 COLD-FORMED METAL FRAMING 1.05 QUALITY ASSURANCE A. Designer Qualifications: Design framing system under direct supervision of a Professional Structural Engineer experienced in design of this Work and licensed in the State in which the Project is located. B. Calculate structural properties of framing members in accordance with requirements of AISI North American Specification for the Design of Cold-Formed Steel Structural Members. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Metal Framing: 1. Clarkwestern Dietrich Building Systems LLC: www.clarkdietrich.com. 2. MiTek Industries, Inc: www.mii.com. 3. Aegis Metal Framing: www.aegismetalframing.com. B. Framing Connectors and Accessories: 2.02 FRAMING SYSTEM A. Provide primary and secondary framing members, bridging, bracing, plates, gussets, clips, fittings, reinforcement, and fastenings as required to provide a complete framing system. B. Design Criteria: Provide completed framing system having the following characteristics: 1. Design: Calculate structural characteristics of cold-formed steel framing members according to AISI North American Specification for the Design of Cold-Formed Steel Structural Members. 2. Structural Performance: Design, engineer, fabricate, and erect to withstand specified design loads for project conditions within required limits. 3. Design Loads: In accordance with applicable codes. 4. Live load deflection meeting the following, unless otherwise indicated: a. Exterior Walls: Maximum horizontal deflection under wind load of applicability. 1. L/600 (or L/720) for masonry/stone veneers. 2. L/360 for metal panels and other siding materials. b. Design non-axial loadbearing framing to accommodate not less than 1/2 in vertical deflection. 5. Able to tolerate movement of components without damage, failure of joint seals, undue stress on fasteners, or other detrimental effects when subject to seasonal or cyclic day/night temperature ranges. 6. Able to accommodate construction tolerances, deflection of building structural members, and clearances of intended openings. C. Metal Framing Connectors and Accessories: 1. Dietrich Metal Framing: www.dietrichindustries.com. 2. The Steel Network Inc: www.SteelNetwork.com. 3. Substitutions: See Section 01 60 00 - Product Requirements. 2.03 FRAMING MATERIALS A. Studs and Track: ASTM A653/653M-07; studs formed to channel shape with punched web; U- shaped track in matching nominal width and compatible height. All stud and tracks shall be 18 gauge minimum with a minimum yield stress Fy of 33 KSI. 1. Gage and depth: As indicated on the drawings. 2. Galvanized in accordance with ASTM A653/A653M G60/Z180 coating. B. Framing Connectors: Factory-made formed steel sheet, ASTM A1003/1003M SS Grade 50, with G90/Z275 hot dipped galvanized coating and factory punched holes. 1. Material: ASTM A653/A653M SS Grade 33 and 40 (minimum), with G90/Z275 hot dipped galvanized coating for thicknesses less than 10 gage (0.118 inch), and factory punched holes and slots. 25170 – Brule Public Works Garage 05 40 00 - 3 COLD-FORMED METAL FRAMING 2. Structural Performance: Maintain load and movement capacity required by applicable code, when evaluated in accordance with AISI North American Specification for the Design of Cold Formed Steel Structural Members. 3. Movement Connections: Provide mechanical anchorage devices that accommodate movement using slotted holes, shouldered screws or screws and anti-friction or stepped bushings, while maintaining structural performance of framing. Provide movement connections where indicated on drawings. a. Where top of stud wall terminates below structural floor or roof, connect studs to structure in manner allowing vertical and horizontal movement of slab without affecting studs; allow for minimum movement of 1/2 inch. b. Acceptable Products: VertiClip(r) or DriftClip(tm) manufactured by The Steel Network Inc. c. Rated Wall locations shall utilize Blazeframe Riptrak or approved equal. 4. Fixed Connections: Provide non-movement connections for tie-down to foundation, floor- to-floor tie-down, roof-to-wall tie-down, joist hangers, gusset plates, and stiffeners. 2.04 ACCESSORIES A. Bracing, Furring, Bridging: Formed sheet steel, thickness determined for conditions encountered; finish to match framing components. B. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with VOC limitations of authorities having jurisdiction. 2.05 FASTENERS A. Self-Drilling, Self-Tapping Screws, Bolts, Nuts and Washers: Hot dip galvanized per ASTM A153/A153M. B. Anchorage Devices: Powder actuated. C. Anchorage Devices: Power actuated. D. Welding: In conformance with AWS D1.1. 2.06 SHOP FABRICATED ASSEMBLIES A. Fabricate assemblies of framed sections of sizes and profiles required; with framing members fitted, reinforced, and braced to suit design requirements. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that substrate surfaces are ready to receive work. 3.02 INSTALLATION OF STUDS A. Install components in accordance with AISI's Standard Cold Formed Steel Framing - General Provisions. Comply with manufacturers' instructions unless more stringent requirements are indicated. B. Align floor and ceiling tracks; locate to wall layout. Secure in place with fasteners at maximum 16 inches on center. C. Construct corners using minimum of three studs. Install double studs at wall openings, door and window jambs. D. Install load bearing studs full length in one piece. Splicing of studs is not permitted. E. Install load bearing studs, brace, and reinforce to develop full strength and achieve design requirements. F. Coordinate placement of insulation in multiple stud spaces made inaccessible after erection. G. Install framing between studs for attachment of mechanical and electrical items, and to prevent stud rotation. 25170 – Brule Public Works Garage 05 40 00 - 4 COLD-FORMED METAL FRAMING H. Install batt insulation in areas that will be inaccessible after framing is installed, before studs are placed in their final position. END OF SECTION 25170 – Brule Public Works Garage 05 50 00 - 1 METAL FABRICATIONS SECTION 05 50 00 METAL FABRICATIONS PART 1 GENERAL 1.01 SECTION INCLUDES A. Shop fabricated steel items. 1.02 RELATED REQUIREMENTS A. Section 03 30 00 - Cast-in-Place Concrete: Placement of metal fabrications in concrete. B. Section 09 90 00 - Painting and Coatings: Field painting. 1.03 REFERENCE STANDARDS A. ANSI A14.3 - American National Standard for Ladders -- Fixed -- Safety Requirements. B. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2019. C. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; 2022. D. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2017. E. ASTM A283/A283M - Standard Specification for Low and Intermediate Tensile Strength Carbon Steel Plates; 2018. F. ASTM A325 - Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength; 2014. G. ASTM A325M - Standard Specification for Structural Bolts, Steel, Heat Treated 830 MPa Minimum Tensile Strength (Metric); 2014. H. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; 2023. I. ASTM A501/A501M - Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing; 2021. J. ASTM B209M - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate [Metric]; 2021a. K. ASTM B221 - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods, Wire, Profiles, and Tubes; 2021. L. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; 2020. M. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2025. N. SSPC-Paint 15 - Steel Joist Shop Primer/Metal Building Primer; 2004. O. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); 2019. P. SSPC-SP 2 - Hand Tool Cleaning; 2024. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable. 1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld lengths. C. Welders' Certificates: Submit certification for welders employed on the project, verifying AWS qualification within the previous 12 months. 25170 – Brule Public Works Garage 05 50 00 - 2 METAL FABRICATIONS PART 2 PRODUCTS 2.01 MATERIALS - STEEL A. Steel Sections: ASTM A36/A36M. B. Steel Tubing: ASTM A501/A501M hot-formed structural tubing. C. Plates: ASTM A283. D. Pipe: ASTM A53/A53M, Grade B Schedule 40, black finish. E. Bolts, Nuts, and Washers: ASTM A325 (ASTM A325M), Type 1, plain. F. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded. G. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities having jurisdiction. H. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with VOC limitations of authorities having jurisdiction. 2.02 FABRICATION A. Fit and shop assemble items in largest practical sections, for delivery to site. B. Fabricate items with joints tightly fitted and secured. C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. D. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise. 2.03 FABRICATED ITEMS A. Ledge Angles, Shelf Angles, Channels, and Plates Not Attached to Structural Framing: For support, and as required, etc. as shown on drawings; prime paint finish. See drawings. B. Bollards: Schedule 40 Steel Pipe, concrete filled, crowned cap, as detailed; prime paint finish. 1. Bollard Covers: Provide colored covers with two lines of reflective tape, sized as required to fit over pipe bollards. Bollard covers shall be as manufactured by Innoplast; phone 800-516- 9287; www.innoplast.com or approved equal. Provide standard color selections. 2.04 FINISHES - STEEL A. Prime paint steel items. 1. Exceptions: Do not prime surfaces in direct contact with concrete, and where field welding is required. B. Prime Painting: One coat. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. 3.02 PREPARATION A. Clean and strip primed steel items to bare metal where site welding is required. B. Supply setting templates to the appropriate entities for steel items required to be cast into concrete or embedded in masonry. 3.03 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. C. Field weld components as indicated on drawings. D. Perform field welding in accordance with AWS D1.1/D1.1M. 25170 – Brule Public Works Garage 05 50 00 - 3 METAL FABRICATIONS E. Obtain approval prior to site cutting or making adjustments not scheduled. F. After erection, prime welds, abrasions, and surfaces not shop primed or galvanized, except surfaces to be in contact with concrete. 3.04 TOLERANCES A. Maximum Variation From Plumb: 1/4 inch per story, non-cumulative. B. Maximum Offset From True Alignment: 1/4 inch. C. Maximum Out-of-Position: 1/4 inch. END OF SECTION 25170 – Brule Public Works Garage 06 10 00 - 1 ROUGH CARPENTRY SECTION 06 10 00 ROUGH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Preservative treated wood materials. B. Miscellaneous framing and sheathing. C. Communications and electrical room mounting boards. D. Wood nailers. E. Concealed wood blocking for support of wall mounted accessories, etc. 1.02 RELATED REQUIREMENTS A. Section 09 21 16 – Gypsum Board Assemblies: Related. 1.03 REFERENCE STANDARDS A. AFPA (WFCM) - Wood Frame Construction Manual for One- and Two-Family Dwellings; American Forest and Paper Association; 2012. B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2023. C. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2024. D. AWPA U1 - Use Category System: User Specification for Treated Wood; American Wood Protection Association; 2025. E. PS 1 - Structural Plywood; 2023. F. PS 20 - American Softwood Lumber Standard; National Institute of Standards and Technology (Department of Commerce); 2025. G. WWPA G-5 - Western Lumber Grading Rules; Western Wood Products Association; 2025. H. International Building Code and the State of Minnesota Building Code. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide technical data on wood preservative materials and fire treated materials. 1.05 QUALITY ASSURANCE A. Lumber: Comply with PS 20 and approved grading rules and inspection agencies. 1.06 DELIVERY, STORAGE, AND HANDLING A. General: Cover wood products to protect against moisture. Support stacked products to prevent deformation and to allow air circulation. PART 2 PRODUCTS 2.01 GENERAL REQUIREMENTS A. Dimension Lumber: Comply with PS 20 and requirements of specified grading agencies. 1. If no species is specified, provide any species graded by the agency specified; if no grading agency is specified, provide lumber graded by any grading agency meeting the specified requirements. 2. Grading Agency: Any grading agency whose rules are approved by the Board of Review, American Lumber Standard Committee (www.alsc.org) and who provides grading service for the species and grade specified; provide lumber stamped with grade mark unless otherwise indicated. B. Lumber fabricated from old growth timber is not permitted. 25170 – Brule Public Works Garage 06 10 00 - 2 ROUGH CARPENTRY 2.02 DIMENSION LUMBER FOR CONCEALED APPLICATIONS A. Grading Agency: Western Wood Products Association (WWPA). B. Sizes: Nominal sizes as indicated on drawings, S4S. C. Moisture Content: S-dry or MC19. D. Dimensional Lumber for framing (2x4 and 2x6): 1. Species: Spruce, Pine, Fir. 2. Grade: No. 2 or better, with minimum design values as shown on drawings. E. Dimensional Lumber (2x8, 2x10, 2x12): 1. Species: Douglas Fir or Southern Yellow Pine 2. Grade: No. 2, with minimum design values as shown on drawings. F. Miscellaneous Framing, Blocking, Nailers, Grounds, and Furring: 1. Lumber: S4S, No. 2 or Standard Grade. 2. Boards: Standard or No. 3. 2.03 CONSTRUCTION PANELS A. Subfloor/Underlayment Combination: APA PRP-108, Rated Sturd-I-Floor. 1. Exposure Class: Exterior. 2. Span Rating: 24 inches (610 mm). 3. Thickness: 3/4 inches (19 mm), nominal. B. Plywood Wall and Roof Sheathing: PS 1, Grade C-D, Exposure I, thickness as shown on drawings. At the Contractors option Oriented Strand Board of similar thickness and rating as the plywood sheathing may be used in lieu fo plywood sheathing. C. Communications and Electrical Room Mounting Boards: PS 1 A-D plywood, or medium density fiberboard; 3/4 inch (19 mm) thick; flame spread index of 25 or less, smoke developed index of 450 or less, when tested in accordance with ASTM E84. D. Other Applications: 1. Other Locations: PS 1, C-D Plugged or better. 2.04 ACCESSORIES A. Fasteners and Anchors: 1. Metal and Finish: Hot-dipped galvanized steel per ASTM A 153/A 153M for high humidity and preservative-treated wood locations, unfinished steel elsewhere. B. Subfloor Glue: APA AFG-01, Waterproof, water base, air cure type, cartridge dispensed. 2.05 FACTORY WOOD TREATMENT A. Treated Lumber and Plywood: Comply with requirements of AWPA U1 - Use Category System for wood treatments determined by use categories, expected service conditions, and specific applications. 1. Preservative-Treated Wood: Provide lumber and plywood marked or stamped by an ALSC-accredited testing agency, certifying level and type of treatment in accordance with AWPA standards. B. Fire Retardant Treatment: AWPA Treatment C27 for plywood, Interior Type A Low Temperature (low hygroscopic), chemical treatment pressure impregnated; capable of providing a maximum flame spread/smoke development rating of 25 or less / 25 or less. Provide Dricon manufactured by Hickson Corporation or approved equal. C. Preservative Pressure Treatment of Lumber Above Grade: AWPA U1, Use Category UC3B, Commodity Specification A using waterborne preservative to 0.25 lb/cu ft (4.0 kg/cu m) retention. 1. Kiln dry lumber after treatment to maximum moisture content of 19 percent. 2. Treat lumber in contact with roofing, flashing, or waterproofing. 3. Treat lumber in contact with masonry or concrete. 4. Treat lumber less than 18 inches (450 mm) above grade. 25170 – Brule Public Works Garage 06 10 00 - 3 ROUGH CARPENTRY 5. Preservative Pressure Treatment of Plywood Above Grade: AWPA U1, Use Category UC2 and UC3B, Commodity Specification F using waterborne preservative to 0.25 lb/cu ft (4.0 kg/cu m) retention. a. Kiln dry plywood after treatment to maximum moisture content of 19 percent. b. Treat plywood in contact with roofing, flashing, or waterproofing. c. Treat plywood in contact with masonry or concrete. d. Treat plywood less than 18 inches (450 mm) above grade. D. Preservative Pressure Treatment of Lumber in Contact with Soil: AWPA U1, Use Category UC4A, Commodity Specification A using waterborne preservative to 0.4 lb/cu ft (6.4 kg/cu m) retention. E. Preservative Pressure Treatment of Critical Structural Members in Contact with Soil: AWPA Use Category UC6A, Commodity Specification A (Treatment C2) using waterborne preservative to 0.6 lb/cu ft retention. PART 3 EXECUTION 3.01 PREPARATION A. Coordinate installation of rough carpentry members specified in other sections. 3.02 INSTALLATION - GENERAL A. Select material sizes to minimize waste. B. Reuse scrap to the greatest extent possible; clearly separate scrap for use on site as accessory components, including: shims, bracing, and blocking. C. Where treated wood is used on interior, provide temporary ventilation during and immediately after installation sufficient to remove indoor air contaminants. 3.03 FRAMING INSTALLATION A. Set structural members level, plumb, and true to line. Discard pieces with defects that would lower required strength or result in unacceptable appearance of exposed members. B. Make provisions for temporary construction loads, and provide temporary bracing sufficient to maintain structure in true alignment and safe condition until completion of erection and installation of permanent bracing. C. Install structural members full length without splices unless otherwise specifically detailed. D. Comply with member sizes, spacing, and configurations indicated, and fastener size and spacing indicated, but not less than required by applicable codes and AFPA Wood Frame Construction Manual. E. Construct double joist headers at floor and ceiling openings and under wall stud partitions that are parallel to floor joists; use metal joist hangers unless otherwise detailed. F. Frame wall openings with two or more studs at each jamb; support headers on cripple studs. 3.04 BLOCKING, NAILERS, AND SUPPORTS A. Provide framing and blocking members as indicated or as required to support finishes, fixtures, specialty items, and trim. 3.05 INSTALLATION OF ACCESSORIES AND MISCELLANEOUS WOOD A. Place full width continuous sill flashings under framed walls on cementitious foundations. Lap flashing joints 4 inches (100 mm) and seal. B. Install soffit vents in locations shown on drawings as per manufacturer's instructions. Butt sections end to end to form a continuous vent. C. All finished work shall be scribed and coped as required for an accurate fit and erected plumb, true square and in accordance with the drawings. Correlate location of nailers, blocking grounds and similar supports to allow proper attachment or other work. All work shall be secured in place with screws or nails as required. Countersink and fill all nail and screw heads exposed to view. 25170 – Brule Public Works Garage 06 10 00 - 4 ROUGH CARPENTRY D. This Contractor shall furnish and install all nails, spikes, screws, bolts and other similar items of rough hardware required in the progress of his work and shall install all items of finish hardware furnished by others. E. As finish hardware is delivered, this Contractor shall check all items against approved hardware listing and assume full responsibility for same until completion of building. He shall inspect the work of other trades which are to receive hardware and report in writing any defects found in same before installing. Installation of any hardware by this contractor shall imply his acceptance of the work of others. 3.06 INSTALLATION OF CONSTRUCTION PANELS A. Subflooring/Underlayment Combination: Glue and nail to framing; staples are not permitted. 1. Install flooring with long dimension perpendicular to supports with panels continuous over two or more spans. 2. Stagger panel end joints between courses. All panel joints shall occur over framing. 3. Allow 1/8 inch spacing at panel end and edge joints. 4. Glue panels to framing members with a continuous line of glue on the joists and a continuous line of glue in the panel grooves. 5. Nail panels with 10d ring shank nails 6 inches on center at panel edges and 10 inches on center at intermediate supports. B. Wall Sheathing: Secure with long dimension parallel to wall studs, with ends over firm bearing using nails. Stagger vertical joints at least one stud space. Allow 1/8" spacing at panel ends and edges. Attach APA rated wall sheathing to framing members with 6d common nails spaced 6" on center at the edges and 12" on center at intermediate supports. C. Roof Sheathing: Install APA rated roof sheathing with long dimension at right angles to framing members. Stagger end joints at each alternate course. Allow 1/8" spacing at panel ends and edges. Attach APA rated roof sheathing to decking members with 8d common nails spaced 4" on center at the edges, 6" on center at supports, and 12" on center throughout the field of the panel. D. Communications and Electrical Room Mounting Boards: Secure with screws to studs with edges over firm bearing; space fasteners at maximum 24 inches (610 mm) on center on all edges and into studs in field of board. 1. At fire-rated walls, install board over wall board indicated as part of the fire-rated assembly. 2. Where boards are indicated as full floor-to-ceiling height, install with long edge of board parallel to studs. 3. Install adjacent boards without gaps. END OF SECTION 25170 – Brule Public Works Garage 06 20 00 - 1 FINISH CARPENTRY SECTION 06 20 00 FINISH CARPENTRY PART 1 GENERAL 1.01 SECTION INCLUDES A. Finish carpentry items. 1.02 RELATED REQUIREMENTS A. Section 05 50 00 - Metal Fabrications B. Section 06 10 00 - Rough Carpentry: Support framing, grounds, and concealed blocking. C. Section 06 41 00 - Architectural Wood Casework: Related work. 1.03 REFERENCE STANDARDS A. AWI (QCP) - Quality Certification Program, www.awiqcp.org; current edition at www.awiqcp.org. B. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards. C. AWI/AWMAC (QSI) - Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork Institute and Architectural Woodwork Manufacturers Association of Canada, 8th Ed., Version 2.0. D. NHLA G-101 - Rules for the Measurement & Inspection of Hardwood & Cypress; National Hardwood Lumber Association. E. WI (MAN) - Manual of Millwork; Woodwork Institute. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements for submittal procedures. B. Shop Drawings: Indicate materials, component profiles, fastening methods, jointing details, and accessories, to a minimum scale of 1-1/2 inch to 1 ft. C. Samples: Submit two samples of wood trim 6 inches long. D. Samples: Submit two samples of Tackboard Fabric for selection by the Architect. Colors will be selected from manufacturer's standard line of colors. 1.05 QUALITY ASSURANCE A. Perform work in accordance with Woodwork Institute Manual of Millwork, grades as indicated. B. Grade materials in accordance with the following: 1. Softwood Lumber: In accordance with rules certified by ALSC; www.alsc.org. 2. Plywood: Certified by the American Plywood Association. 3. Hardwood Lumber: In accordance with NHLA Grading Rules; www.natlhardwood.org. C. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience. D. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum three years of documented experience. 1.06 DELIVERY, STORAGE, AND HANDLING A. Protect work from moisture damage. 1.07 PROJECT CONDITIONS A. Do not deliver materials to the site until all masonry, drywall and tile work has been completed and has had sufficient time to dry. B. Do not deliver materials to the site until the permanent heating system is installed and running so as to maintain a minimum temperature of 60 degrees. C. Materials shall be delivered to the site at least seven days in advance of installation and stored in the rooms they will be installed in and allowed to acclimate to the site 25170 – Brule Public Works Garage 06 20 00 - 2 FINISH CARPENTRY PART 2 PRODUCTS 2.01 FINISH CARPENTRY ITEMS A. Quality Grade: Unless otherwise indicated provide products of quality specified by AWI/AWMAC/WI (AWS) for Premium Grade. Design intent is to match that of existing conditions/systems. 2.02 WOOD-BASED COMPONENTS A. Wood fabricated from old growth timber is not permitted. 2.03 LUMBER MATERIALS A. Hardwood Lumber: Maple species, Plain sawn, Grade I, maximum moisture content of 6 percent; with vertical grain, of quality suitable for transparent finish. 1. Trim/mold pieces including but not limited to: chair rail, areas indicated on drawings. 2.04 ADHESIVE A. Adhesive: Type recommended by laminate manufacturer to suit application. 2.05 FASTENINGS A. Fasteners: Of size and type to suit application; finish in concealed locations and finish in exposed locations. B. Concealed Joint Fasteners: Threaded steel, or hardwood biscuits. C. Furnish "Z" type clips for fastening paneling to walls. 2.06 ACCESSORIES A. Lumber for Shimming, Blocking, and furring: Softwood lumber of Birch species. B. Wood Filler: Solvent base, tinted to match surface finish color. 2.07 HARDWARE A. Shelf Standards: Decorative Heavy Duty double slotted standards, 1-1/16 inch wide x 11/16 inch deep by length as shown on drawings. Shelf standards shall be KV - KV0082 color as selected. B. Shelf Brackets: double slotted Knife style, Powder Coated finish; KV0182 Bracket manufactured by KV. Bracket length shall be as required for shelving size as shown on drawings. 2.08 FABRICATION A. All paneling, casework, benches, display cases, etc. shall be fabricated in accordance with Architectural Woodwork Standards 1st edition. Coordinate glass items with Section 08 80 00. B. Shop assemble work for delivery to site, permitting passage through building openings. C. When necessary to cut and fit on site, provide materials with ample allowance for cutting. Provide trim for scribing and site cutting. D. Door frames for all doors shall be fabricated to AWI Quality Standards Section 9, Custom Grade. E. Paneling: All paneling on walls and on furniture items with edges exposed with a reveal shall have a 1/8 inch hardwood edging of the same species applied. F. Veneered Wood Paneling: Provide "Z" type fastening clips for hanging panels in place. 2.09 SHOP FINISHING - INTERIOR MOLDINGS, TRIM AND PANELING A. Apply wood filler in exposed nail and screw indentations. B. On items to receive transparent finishes, use wood filler that matches surrounding surfaces and is of type recommended for the applicable finish. C. Finish work in accordance with Woodwork Institute Manual of Millwork, Section 5, System #12 Waterbased Polyurethane. 25170 – Brule Public Works Garage 06 20 00 - 3 FINISH CARPENTRY D. Back prime woodwork items to be field finished, prior to installation. PART 3 EXECUTION 3.01 EXAMINATION A. Verify adequacy of backing and support framing. B. See Section 06100 for installation of recessed wood blocking. 3.02 INSTALLATION A. Install work in accordance with AWI/AWMAC/WI (AWS) requirements for grade indicated. B. Set and secure materials and components in place, plumb and level. C. Carefully scribe work abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim to conceal larger gaps. D. All finished work shall be scribed and coped as required for an accurate fit and erected plumb, true, square and in accordance with the drawings. Correlate location of nailers, blocking grounds and similar supports to allow proper attachment or other work. All work shall be secured in place with screws or nails as required. Countersink and fill all nail and screw heads exposed to view. E. This Contractor shall furnish and install all nails, spikes, screws, bolts and other similar items of rough hardware required in the progress of his work and shall install all items of finish hardware furnished by others. F. Install moldings to the following standards: 1. Moldings to receive transparent finish shall be selected for compatibility of grain and color. 2. No warped or twisted molding shall be allowed. 3. All moldings to be set plumb, level and true. 4. Moldings and trim shall be installed in maximum lengths possible to minimize joints. 5. All field joints to be tightly fitted and flush. 6. Field joints in running trim to be diagonal ("scarfed") joints. 7. Exposed ends of running trim shall have profiled or self-mitered returns. 8. All exposed fastenings (nails or trim head screws) shall be deep set. 9. Miters on large members (4" or larger) shall be doweled or splined and glued. 10. Blind nailing and concealed type fasteners to be used whenever possible. 11. Cope or miter inside corners where applicable, to produce tight fitting joints. 12. Miter outside joints to produce tight fitting joints. G. Install paneling pieces level and plumb in locations shown on drawings. Paneling shall be hung from "Z" clips or by other approved method with reveals as shown on drawings. Provide plastic laminate faced panels. H. Install shelving standards and brackets as shown on drawings, level and plumb. I. Install hardware in accordance with manufacturer's instructions. 3.03 TOLERANCES A. Maximum Variation from True Position: 1/16 inch. B. Maximum Offset from True Alignment with Abutting Materials: 1/32 inch. END OF SECTION 25170 – Brule Public Works Garage 06 41 00 - 1 ARCHITECTURAL WOOD CASEWORK SECTION 06 41 00 ARCHITECTURAL WOOD CASEWORK PART 1 GENERAL 1.01 SECTION INCLUDES A. Cabinet units B. Countertops 1.02 RELATED REQUIREMENTS A. Section 06 10 00 - Rough Carpentry: Support framing, grounds, and concealed blocking. 1.03 REFERENCE STANDARDS A. AWI/AWMAC/WI (AWS) - Architectural Woodwork Standards; 2014 (with Errata 2016). B. AWI/AWMAC (QSI) - Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork Institute and Architectural Woodwork Manufacturers Association of Canada; 2005, 8th Ed., Version 2.0. C. BHMA A156.9 - American National Standard for Cabinet Hardware; Builders Hardware Manufacturers Association; 2020 (ANSI/BHMA A156.9). D. GSA CID A-A-1936 - Adhesive, Contact, Neoprene Rubber; Federal Specifications and Standards; Revision A, 1996 (validated 2013). E. HPVA HP-1 - American National Standard for Hardwood and Decorative Plywood; Hardwood Plywood & Veneer Association; 2024 (ANSI/HPVA HP-1). 1.04 ADMINISTRATIVE REQUIREMENTS A. Pre-installation Meeting: Convene a pre-installation meeting not less than one week before starting work of this section; require attendance by all affected installers. 1.05 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Shop Drawings: Indicate materials, component profiles and elevations, assembly methods, joint details, fastening methods, accessory listings, hardware location and schedule of finishes. C. Product Data: Provide data for hardware accessories. 1.06 QUALITY ASSURANCE A. Fabricator Qualifications: Company specializing in fabricating the products specified in this section with minimum five years of documented experience. B. Perform work in accordance with AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, Custom quality, unless other quality is indicated for specific items. 1.07 DELIVERY, STORAGE, AND HANDLING A. Protect units from moisture damage. 1.08 FIELD CONDITIONS A. During and after installation of custom cabinets, maintain temperature and humidity conditions in building spaces at same levels planned for occupancy. PART 2 PRODUCTS 2.01 WOOD-BASED COMPONENTS A. Wood fabricated from old growth timber is not permitted. 2.02 CABINETS A. Quality Grade: Unless otherwise indicated provide products of quality specified by AWI//AWMAC/WI Architectural Woodwork Standards (AWS) for Premium Grade. B. Plastic Laminate Faced Cabinets: Custom grade. 25170 – Brule Public Works Garage 06 41 00 - 2 ARCHITECTURAL WOOD CASEWORK C. Cabinets: 1. Finish - Exposed Exterior Surfaces: Decorative laminate. 2. Finish - Exposed Interior Surfaces: Decorative laminate. 3. Finish - Concealed Surfaces: Laminate backing sheet. 4. Door and Drawer Front Edge Profiles: Square edge with thin applied band. 5. Casework Construction Type: Type A - Frameless. 6. Adjustable Shelf Loading: 50 lbs. per sq. ft. a. Deflection: L/144. 7. Cabinet Style: Flush overlay. 8. Cabinet Doors and Drawer Fronts: Flush style. 9. Drawer Side Construction: Manufacturer's option. 10. Drawer Construction Technique: As recommended by fabricator. D. Fabrication: 1. Finish - Exposed Exterior Surfaces: a. Standard 2. Finish - Exposed Interior Surfaces: a. Standard laminate. 3. Finish - Concealed Surfaces: Laminate backing sheet. 4. Casework Construction Type: Type A - Frameless. 5. Cabinet Doors and Drawer Fronts: a. Flush overlay style, square edge profile,3/4 inch thick with 1mm thin applied band. 6. Adjustable Shelf Loading: 50 lbs. per sq. ft. a. Deflection: L/144. 7. Drawer Sides, back and sub front Construction: Minimum ¾” thick particleboard, laminated with thermally fused melamine doweled and glued into sides. Top edge banded w/ 1mm PVC 8. Assembly: Shop assemble cabinets for delivery to site in units easily handled and to permit passage through building openings. 9. All casework shall conform to the standards of the Architectural Woodworking Institute - Section 10 Casework, Custom Grade, Flush Overlay Design. All body members and tops shall be thickness as shown on the drawings or as specified herein, medium density fiberboard or plywood covered on the exposed side with decorative plastic laminate and unexposed side with laminate backing sheet. Wood veneer shall be glued to the particle board under pressure. 10. Edging: Fit shelves, doors, and exposed edges with specified edging. Do not use more than one piece for any single length. 11. Mechanically fasten back splash to countertops as recommended by laminate manufacturer at 16 inches on center. 12. Apply laminate backing sheet to reverse side of plastic laminate finished surfaces. 13. Provide cutouts for plumbing fixtures. Verify locations of cutouts from on-site dimensions. Prime paint cut edges. E. Hardware: BHMA A156.9, types as indicated for quality grade specified. 1. Shelf Brackets: 1/8" diameter steel pins that fit into predrilled holes in the cabinet sides. Pins to have a flattened exposed surface to support the shelf. 2. Drawer and Door Pulls: Commercial grade standard. 3. Cabinet Locks: a. Keyed cylinder, two keys per lock, master keyed, steel with chrome finish. c. Locations as indicated on drawings 4. Catches: Magnetic. 5. Drawer Slides: a. Type: Full extension. b. Static Load Capacity: Commercial grade. c. Mounting: Side mounted. 25170 – Brule Public Works Garage 06 41 00 - 3 ARCHITECTURAL WOOD CASEWORK d. Stops: Integral type. e. Features: Provide self-closing/soft close type. 6. Hinges: Commercial grade standard. 7. Stainless steel sink enclosure: ADA Stainless steel enclosure – Type 304, #4 finish, Inter Dyne Systems, Part ADSE-24 or approved equal. 8. Plumbing Shields: ADA shields – Wall mounted shield concealment to hide plumbing piping under tops, size to accommodate, Trueform Concrete or approved equal. 2.03 PANEL MATERIALS A. Medium Density Fiberboard (MDF): ANSI A208.2; type as specified in AWI/AWMAC Architectural Woodwork Quality Standards Illustrated; composed of wood fibers pressure bonded with moisture resistant adhesive to suit application; sanded faces; thickness as required. B. Particleboard: ANSI A208.1; type as specified in AWI/AWMAC Architectural Woodwork Quality Standards Illustrated, composed of wood chips, medium density, made with moisture resistant; of grade to suit application; sanded faces. 2.04 LAMINATE MATERIALS A. Manufacturers: 1. Formica Corporation: www.formica.com. 2. Panolam Industries International, Inc\Nevamar: www.nevamar.com. 3. Wilsonart International, Inc: www.wilsonart.com. 4. Substitutions: See Section 01 60 00 - Product Requirements. B. Plastic Laminate: In accordance with AWI Quality Standards Illustrated, 0.048 inch General Purpose quality; color, pattern, and gloss surface texture as selected. 1. Standard custom flush overlay spec 2. 3mm PVC edge banding on door and drawer edges 3. Concealed Hinges 4. Standard wire pulls 5. Display cabinets: Glass inserts in doors C. High Pressure Decorative Laminate (HPDL): NEMA LD 3, types as recommended for specific applications and as follows: 1. Horizontal Surfaces: HGS, 0.048 inch nominal thickness, through color, colors as scheduled, finish as scheduled. 2. Vertical Surfaces: VGS, 0.028 inch nominal thickness, through color, colors as scheduled, finish as scheduled. 3. Post-Formed Horizontal Surfaces: HGP, 0.039 inch nominal thickness, through color, colors as scheduled, finish as scheduled. 4. Flame Retardant Surfaces: HGF, 0.048 inch nominal thickness, through color, colors as scheduled, finish as scheduled. 5. Cabinet Liner: CLS, 0.020 inch nominal thickness, through color, colors as scheduled, finish as scheduled. 6. Laminate Backer: BKL, 0.020 inch nominal thickness, undecorated; for application to concealed backside of panels faced with high pressure decorative laminate. 2.05 COUNTERTOPS A. Plastic Laminate: locations as indicated on drawings. 1. 3mm PVC edge banding on edges. 2. Backsplashes and sidesplashes. B. Solid Laminated Surfacing: Economy quality hardwood; As selected by architect, plain sawn, exposed edge grain; laminated with waterproof adhesives; thickness as recommended by fabricator; suitable for transparent finish. 1. Solid Surface: locations as indicated on drawings. a. Backsplashes and sidesplashes as indicated. b. At vanities: solid surface aprons, pipe shield. 25170 – Brule Public Works Garage 06 41 00 - 4 ARCHITECTURAL WOOD CASEWORK c. Window sills as indicated on drawings. C Countertops shall be fabricated to the size and configuration shown on drawings. D. Materials 1. Solid Surface Material (SSM) a. Standard. E. Edge Style: Square, eased edges F. Back & Side Splash: Set-on style G. Accessories 1. Adhesive: a. Type as recommended by manufacturer. 2. Joint Sealer a. Type as recommended by manufacturer. 3. Metal support concealed brackets: Rakks, EH-1818FM Surface Mount Countertop Support Bracket. Color: TBD PART 3 EXECUTION 3.01 EXAMINATION A. Verify adequacy of backing and support framing. B. Verify location and sizes of utility rough-in associated with work of this section. C. Field verify dimensions on site prior to fabrication 3.02 INSTALLATION A. Cabinets 1. Set and secure custom cabinets in place, assuring that they are rigid, plumb, and level. 2. Use concealed joint fasteners to align and secure adjoining cabinet units. 3. Carefully scribe casework abutting other components, with maximum gaps of 1/32 inch. Do not use additional overlay trim for this purpose. B. Countertops 1. Install countertops level, plumb, true, and straight. Shim as required with concealed shims. Install level and plumb to a tolerance of 1/8 inch in 96 inches. 2. Field Jointing: Where possible make in the same manner as shop jointing, using dowels, splines, adhesives, and fasteners recommended by manufacturer. Prepare edges to be joined in shop so Project-site processing of top and edge surfaces is not required. Locate field joints where shown on Shop Drawings. secure field joints with concealed clamping devices located within 6 inches of front and back edges and at intervals not exceeding 24 inches. 3. Provide cutouts for appliances, plumbing fixtures, electrical work, and similar items. 4. Anchor countertops securely to cabinets or other support framing. 5. Install countertops with no more than 1/8 inch in 96-inch sag, bow, or other variation from a straight line. 6. Secure backsplashes to wall with adhesive. 7. Seal junctures of tops, splashes, and walls with mildew-resistant silicone sealant or another permanently elastic sealing compound recommended by countertop material manufacturer. 8. Polish exposed undersurfaces of counters to match top finish. 9. Install enclosures and shields are required. See drawings, coordinate with Mechanical. 3.03 ADJUSTING A. Adjust installed work. B. Adjust moving or operating parts to function smoothly and correctly. C. Adjust joints to provide uniform surface appearance. D. Repair or replace damaged work which cannot be repaired to architect’s satisfaction. 25170 – Brule Public Works Garage 06 41 00 - 5 ARCHITECTURAL WOOD CASEWORK 3.04 CLEANING A. Clean casework, counters, window stools, shelves, hardware, fittings, and fixtures. END OF SECTION 25170 – Brule Public Works Garage 06 82 13 - 1 FIBERGLASS REINFORCED WALL PANELS SECTION 06 82 13 FIBERGLASS REINFORCED WALL PANELS PART 1 GENERAL 1.01 SECTION INCLUDES A. Sanitary Wall Panels (FRP). 1.02 RELATED SECTIONS A. Section 09 21 16 - Gypsum Board Assemblies. 1.03 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide manufacturer's literature and installation instructions. C. Samples: Submit samples for color selection. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing products specified in this section, with not less than three years of documented experience. B. Installer Qualifications: Company specializing in performing the work of this section with minimum 3 years of experience. 1.05 PRE-INSTALLATION MEETING A. Convene one week before starting work of this section. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Kemlite Company - Fire-X Glasbord B. Nudo Products Company - Fiber-Lite LP-F9-FR. C. Crane – Standard selection D. Substitutions: See Section 01 60 00 - Product Requirements. 2.02 MATERIALS A. Sanitary Wall Panels shall be a fiberglass reinforced plastic panel with a Class A Surface Burning Characteristic as per ASTM E84. Panels shall be .09 inches thick with an embossed surface finish. Color as selected by Architect from manufacturer's standard line of colors. B. See Interior Finish Material Schedule, Architectural drawings. 2.03 ACCESSORIES A. Furnish edge trim that matches the panel color as required for a complete installation. PART 3 EXECUTION 3.01 EXAMINATION A. Examine surfaces to which panels will be applied to determine that corners are plumb and straight, surfaces are clean and smooth. Fasteners shall be countersunk, joints and cracks filled and smooth with the adjoining surface. B. Do not begin installation until backup surfaces are put into satisfactory condition. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Do all cutting with carbide tipped saw blades or drill bits, or with snips. C. Install panels with manufacturer's recommended gap at panel joints. 25170 – Brule Public Works Garage 06 82 13 - 2 FIBERGLASS REINFORCED WALL PANELS D. Clean any adhesive or excessive sealant from panel face using solvent or cleaner as recommended by the panel manufacturer. END OF SECTION 25170 – Brule Public Works Garage 07 11 13 - 1 BITUMINOUS DAMPPROOFING SECTION 07 11 13 BITUMINOUS DAMPPROOFING PART 1 GENERAL 1.01 SECTION INCLUDES A. Bituminous dampproofing. 1.02 RELATED REQUIREMENTS A. Section 07 21 00 - Board Insulation: Rigid insulation board used as protection board. B. Section 31 23 23 - Fill. 1.03 REFERENCE STANDARDS A. ASTM D41/D41M - Standard Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing; 2011 (Reapproved 2023). 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide properties of primer, bitumen, and mastics. C. Manufacturer's Installation Instructions: Indicate special procedures and perimeter conditions requiring special attention. 1.05 FIELD CONDITIONS A. Maintain ambient temperatures above 40 degrees F for 24 hours before and during application until dampproofing has cured. PART 2 PRODUCTS 2.01 DAMPPROOFING PRODUCTS A. W.R. Meadows; Product Sealmastic Type I Spray Grade, Emulsion Type. B. Other Acceptable Manufacturers: 1. Karnak Chemical Corp - #100AF Non-Fibrated Emulsion Coating www.karnakcorp.com. 2. Henry Company - 788 Premium Foundation Coating. 3. Substitutions: See Section 01 60 00 - Product Requirements. 2.02 COLD ASPHALTIC MATERIALS A. Asphalt Primer: ASTM D41/D41M, compatible with substrate. B. Spray-On Bitumen: Emulsified asphalt, ASTM D1187 Type I, and ASTM D1227, Type III Class 1 unreinforced (Type III). PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify substrate surfaces are durable, free of matter detrimental to adhesion or application of dampproofing system. C. Verify that items that penetrate surfaces to receive dampproofing are securely installed. 3.02 PREPARATION A. Protect adjacent surfaces not designated to receive dampproofing. B. Clean and prepare surfaces to receive dampproofing in accordance with manufacturer's instructions. C. Do not apply dampproofing to surfaces unacceptable to manufacturer. D. Apply mastic to seal penetrations, small cracks, or minor honeycomb in substrate. E. Fill voids, cracks and holes in concrete or masonry with cement mortar and allow to dry. 25170 – Brule Public Works Garage 07 11 13 - 2 BITUMINOUS DAMPPROOFING 3.03 APPLICATION A. Prime surfaces in accordance with manufacturer's instructions and allow to dry prior to application of dampproofing. B. Apply bitumen by spray application. C. Apply bitumen in one coat, continuous and uniform, at a rate of 2-3 gallons per 100 square feet. D. Apply from 2 inches below finish grade elevation down to top of footings, including footing. E. Seal items projecting through dampproofing surface with mastic. Seal watertight. F. Coating shall be continuous and free of pinholes or holidays. Cover all slots, joints and grooves and apply into all chases and corners. G. Allow coating to dry minimum of 48 hours prior to backfilling. H. Place insulation protection board as specified in Section 07 21 00 directly over dampproofing prior to backfilling. 3.04 SCHEDULE A. Foundation Wall at areas with no below grade occupancy. One coating of asphalt dampproofing. END OF SECTION 25170 – Brule Public Works Garage 07 21 00 - 1 THERMAL INSULATION SECTION 07 21 00 THERMAL INSULATION PART 1 GENERAL 1.01 SECTION INCLUDES A. Board insulation at areas as required or as shown on drawings. B. Batt insulation as required or as shown on drawings. 1.02 RELATED REQUIREMENTS A. Section 07 25 00 - Weather Barriers: Separate air barrier and vapor retarder materials. B. Section 07 84 00 - Firestopping: Insulation as part of fire-rated through-penetration assemblies. 1.03 REFERENCE STANDARDS A. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation; 2023. B. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials; 2024. 1.04 SUBMITTALS A. See Section 01 30 00 - Administrative Requirements, for submittal procedures. B. Product Data: Provide data on product characteristics, performance criteria, and product limitations. C. Manufacturer's Installation Inst