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HomeMy WebLinkAbout8.d. Accept Quotes / Award Contract - Jaycees Park Ballfield FenceCITY OF ROSEMOUNT XECUTIVE SU14HARY FOR ACTION CITY COUNCIL MEETING DATE: July 7,'1992 AGENDA ITEM: AGENDAp,, SECTION• ACCEPT QUOTES / WARD CONTRACT FOR JAYCEE PARK BALLeIELD FENCE NEW BUSINESS PREPARED BY: DAVID �,BECHT LD / DIR. P & R - AGENDU # 8 0 in Jaycee park to c Y1 ATTACffib=s —. APPROVED BY: COPY OFIQUOTES AS RECEIVED Specs were drawn using basic design concepts as used in Wolk Park in Burnsville. A c�py of the specs were delivered to five vendors. Those vendors were Crowley Fence Dakota Fence, Fenco Inc., Midwest Fence, and',Century Fence. Funding for this fence project is from account # 202 24413 and from the Jaycee Park Grant. $ 15,000 is from account # 202 - 24413 and $ 7,500 is froth the awarded grant proposal Money will be taken from Park Dedication and reimbursed to that fund when grant money is applied for and sent to us The fence is to be installed on or before July 31, 1992. This is to assure us that he fence is completely installed prior to the irrigation project',that is proposed to begin in early August in that same'ballfield The following is asummary of the vendors and the quotes received: VENDOR NAME AMOUNT OF QUOTE 1 CROWLEY FENCE NO QUOTE 2. DAKOTA FENCE $ 23,935,00 3. FENCO INC. $ 18,840.00 4. MIDWEST FENCEII NO QUOTE 5. CENTURY FENCE $ 18,814.00 -RECOMMENDED ACTION: Requested Council Iction istoaccept the quotes and to award the contract for the m terials and installation of the ballfield`fence in Jaycee park to ENTURY FENCE CO. for an amount of $ 18,814.00. COUNCIL ACTION: L 3 PROJECT MANUAL �gEMOpy IRISH PARK SHELTER FOR JAYCEE PARK 15425 SHANNON PARKWAY ROSEMOUNT, MINNESOTA CITY OF ROSEMOUNT 2875 145TH STREET WEST ROSEMOUNT, MINNESOTA 55068 PROJECT NO: 92005 © 1992 SCHWARZ/WEBER ARCHITECTS PROJECT MANUAL PARK SHELTER FOR JAYCEE PARK 15425 SHANNON PARKWAY ROSEMOUNT, MINNESOTA PROJECT 92005 OWNER: CITY OF ROSEMOUNT 2875 145TH STREET WEST ROSEMOUNT, MN 55068 ARCHITECTS: SCHWARZ/WEBER ARCHITECTS, INC. 3952 LOUISIANA AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55426 (612)926-1156 STRUCTURAL ENGINEER McCONKEY & ASSOCIATES, INC. 3144 HENNEPIN AVENUE SOUTH MINNEAPOLIS, MINNESOTA 55408 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a registered architect in the State of Minnesota. Neil Weber Registration Number 11325 I r TABLE OF CONTENTS Title Page Table of Contents A. Biddina Documents Advertisement for Bids Instructions to Bidders Bid Proposal Form B. CONDITIONS OF THE CONTRACT General Conditions (AIA A201-1987) Supplementary Conditions GENERAL REQUIREMENTS 01005 Summary of Work 01068 Definitions and Standards 01155 Reporting and Payments 01340 Submittals 01505 Temporary Facilities 01705 Project Closeout 01710 Cleaning -Up SITEWORK 02220 Earthwork CONCRETE 03310 Concrete MASONRY 04200 Unit Masonry METAL 05500 Metal Fabrications WOOD AND PLASTIC 06100 Carpentry 06192 Fabricated Wood Trusses t TABLE OF CONTENTS Page 1 of 2 PAGE 1 1-2 1-2 1-2 1-2 1-24 1-3 1-3 1-3 1-2 1 1-4 1-2 92005 TABLE OF CONTENTS Page 2 of 2 THERMAL & MOISTURE PROTECTION 07200 Thermal Insulation 07311 Asphalt Shingles 07317 Wood Shingles 07900 Joint Sealers DOORS. WINDOWS GLASS 08100 Steel Doors & Frames 08520 Aluminum Windows 08700 Finish Hardware 08806 Glass and Glazing FINISHES 09300 Tile 09680 Carpet 09900 Painting SPECIALITIES 10000 Miscellaneous Specialities MECHANICAL WORK 15300 Heating and Ventilating 15600 Plumbing ELECTRICAL WORK 16100 Electrical 92005 1-2 1-2 1 1-2 1-2 1 1-3 1-2 1 1-2 1-3 1-3 1-2 1-3 1-4 J Advertisement for Bids Page 1 of 2 CITY OF ROSEMOUNT ADVERTISEMENT FOR BIDS PARK SHELTER FOR JAYCEE PARK Notice is hereby given that sealed bids will be received by the City Clerk's office in the City of Rosemount, Dakota County, Minnesota, at the City Hall, 2875 145th Street West, Rosemount, Minnesota 55068, until 10:00 A.M., Tuesday, July 28, 1992 and will be publicly opened at said time and place by two or more designated offices or agents of the City of Rosemount for PARK SHELTER FOR JAYCEE PARK 15425 SHANNON PARKWAY ROSEMOUNT, MINNESOTA Bids arriving after the designated time will be returned unopened. Bids must be submitted on the proposal form and in accordance with the Contract Documents on file with the City Clerk of Rosemount. Bids will be taken for a single contract including general construction, mechanical and electrical construction. Plans and specifications are on file for inspection at the following locations: Department of Parks and Recreation, City of Rosemount, 2875 145th Street West, Rosemount, Minnesota 55068 Mpls., Builders Exchange, 1123 Glenwood Avenue, Minneapolis St. Paul Builders Exchange, 445 Farrington, St. Paul Dodge Plan Room, 7600 Parklawn Avenue, Suite 352, Edina Construction Market Data, 8401 73rd Avenue North, Brooklyn Park Schwarz/Weber Architects, 3952 Louisiana Avenue South, Minneapolis Prime bidders, only, may obtain one or two sets of bidding documents at the Architect's office upon deposit of $50.00 for each set of documents. Subcontractors and material suppliers may purchase whole or partial sets at the cost of $.25 per page of specifications and $1.50 per sheet of drawings. The full amount of the deposit will be refunded to those bidders who submit a bona fide complete bid and return the plans and specifications within 15 days after the bid opening with no markings and in good condition. Cost of partial sets is non-refundable. No bids will be considered unless sealed and filed with the City Clerk and accompanied by a money order, certifiedcheck or bid bond, payable to the City of Rosemount, for the amount i Y_ZSI#V Advertisement for Bids Page 2of2 of 5% of the bid. This will be taken as liquidated damages in the event the bid be accepted and the bidder shall fail to enter into a written contract, furnish the required performance bond for 100% of the contract amount and provide the insurance coverages as specified. The City reserves the right to reject all bids and to accept any bid deemed to be in the City's best interest. City Clerk City of Rosemount 92005 Instructions to Bidders Page 1 of 2 INSTRUCTIONS TO BIDDERS Delivery of Bids Sealed proposals for general construction of a Park Shelter for Jaycee Park, Rosemount, Minnesota, will be received by the City Clerk at 2875 145th Street West, Rosemount, Minnestota 55068, until 10:00 A.M., Tuesday, July 28, 1992, and will be opened immediately thereafter. Award and Contract Execution The Rosemount City Council will consider the bids at the scheduled Council meeting, August 4, 1992. Acceptance of a proposal shall bind the bidder to provide bonds and certifications and to execute a contract on AIA Document A101 within ten (10) days of notification of such award. Form of Proposal All proposals must be submitted in duplicate on the forms provided and included with these specifications. Each proposal must be submitted in a sealed envelope clearly marked as follows: PARK SHELTER FOR JAYCEE PARK 15425 SHANNON PARKWAY ROSEMOUNT, MINNESOTA All entries shall be in handwritten or type written ink, excepting signatures which shall be in handwritten ink. Entries shall be without correction erasure or interlineation. Bidders shall fill in all blanks including breakdown of sum for individual projects. Bids not conforming may be rejected as irregular. No oral, telephonic or telegraphic proposals or modifications will be considered. Each contract will be awarded for the total base bid plus alternates, if selected. The Owner reserves the right to include or assemble alternates in any combination or order. Addenda Any addenda, if issued, will be mailed or delivered to each person receiving a set of contract documents and shall become a part of such documents. Bidders shall clearly list on the proposal form, in the space provided, the numbers of each addendum used in compiling the proposal. Bid Security Each bid shall be accompanied by a certified check, cashier's check or bid bond acceptable to the owner in an amount equal to at least 5% of the proposal payable to the Owner as a guarantee that the bidder, if awarded the contract, will properly execute such contract as required by the contract documents. The bid bonds will be returned to bidders as soon as the contract is awarded. 92005 Instructions to Bidders Page 2 of 2 ntractor's Performance Bond The bidder to whom the contract is awarded shall provide a Performance Bond and Labor and Material Payment Bond in the full amount of the contract amount on in a form acceptable to the City of Rosemount. The bond shall cover the one-year guarantee period following acceptance of the project by the Owner. Interpretation of Documents If any questions on interpretation, discrepancies, omissions or conflicts occur during the examination of contract documents or site, the bidder shall submit a request for interpretation not less than three (3) days prior to due date for proposals. Any interpretation or changes of the documents will be made only by addendum. Neither the owner nor the Architect will be responsible for any oral instructions or interpretations given. 92005 Bid Proposal Form Page 1 of 2 BID PROPOSAL FORM PARK SHELTER FOR JAYCEEPARK 15425 SHANNON PARKWAY ROSEMOUNT, MINNESOTA City Clerk City of Rosemount 2875 145th Street West Rosemount, Minnesota 55068 Gentlemen: In accordance with the Advertisement for Bids inviting proposals for the construction of the Park Shelter for Jaycee Park, Rosemount, Minnesota as described by and in conformance with the plans and specifications on file at the offices of the City of Rosemount, the undersigned hereby certifies that an examination has been made of the plans and specifications and the site of the work and hereby proposes to furnish all necessary machinery, equipment, tools, labor and other means of construction to furnish all work in the manner and time specified. Base Bid ($ ) Alternates Alternate 1: Substitute wood shingle roof for asphalt shingles: Add the sum of IS ) Unit Prices Unit Price A: Cost per cubic yard for additional excavation, hauling and disposal of unsuitable soil materials ($ ) Unit Price B: Cost per cubic yard to furnish, place and compact new granular fill beyond requirements of bidding documents ($ ) The undersigned agrees to start the work within ten (10) days of Notification to Proceed and that all work will be substantially complete within the time periods for construction specified and that all work included in this proposal will be completed within calendar days, following Notification to Proceed. The undersigned agrees that, upon written acceptance of this bid, he will, within 10 days of receipt of such notice, execute AIA Agreement between Owner -Contractor with the City of Rosemount, and that he will provide the Performance Bond and Labor and Material Payment Bond as required. 92005 MEETING SCHEDULE JULY - AUGUST 1992 Friday, July 3 HOLIDAY Tuesday, July 7 5:30 p.m. Port Authority 7:30 p.m. City Council Wednesday, July 8 1:15 P.M. Staff Meeting Friday, July 10 SECOND DRAFT BUDGET DUE to Finance Director Monday, July 13 6:30 p.m. Utilities Commission Tuesday, July 14 1:15 p.m. Budget/Staff Meeting 5:00 P.M. Planning Commission Wednesday, July 15 1:15 p.m. Staff Meeting Thursday, July 16 6:30 p.m. Special Council Meeting/Budget July 17 - July 26 LEPRECHAUN DAYS Monday, July 20 6:30 p.m. Parks & Rec Committee -Tuesday, July 21 5:30 p.m. Port Authority 7:30 p.m. City Council Wednesday, July 22 1:15 P.M. Staff Meeting 7:30 p.m. MVTA Meeting,- Burnsville Tuesday, July 28 5:00 P.M. Planning Commission Wednesday, July 29 1:15 p.m. Staff Meeting Tuesday, August 4 5:30 p.m. Port Authority 7:30 p.m. City Council Wednesday, August 5 1:15 P.M. Staff Meeting Friday, August 7 THIRD DRAFT BUDGET DUE to Finance Director Monday, August 10 6:30 p.m. Special Council Meeting with Administrator 6:30 p.m. Utilities Commission Tuesday, August 11 1:15 P.M. Budget/Staff Meeting 5:00 P.M. Planning Commission Wednesday, August 12 1:15 p.m. Staff Meeting Monday, August 17 6:30 p.m. Parks & Rec Committee Tuesday, August 18 5:30 p.m. Port Authority 7:30 p.m. City Council Wednesday, August 19 1:15 P.M. Staff Meeting Tuesday, August 25 5:00 P.M. Planning Commission 7:30 p.m. Special Council Meeting/Budget Wednesday, August 26 1:15 P.M. Staff Meeting 0 Bid Proposal Form Page 2of2 Accompanying this proposal is a Bid Security required to be furnished by the contract documents, the same being subject to forfeiture in the event of default by the undersigned. In submitting this bid, it is understood that the right is reserved by the City to reject any or all bids, and it is agreed that this bid may not be withdrawn for a period of thirty (30) days from the opening thereof. If a corporation, what is the state of the incorporation? If a partnership, state full names of all co-partners: Official Address: Firm Name: Date: By: Title: ACKNOWLEDGEMENT OF ADDENDA I hereby acknowledge that 1 have received and am fully aware of the following addenda: (Initial each) 2. 3. 92005 SUPPLEMENTARY CONDITIONS Page 1 of 3 SUPPLEMENTARY CONDITIONS General Conditions of the Contract in AIA 201 are herewith amended and modified as follows: Unaltered provisions of each Article, Paragraph, Subparagraph or Clause shall remain in effect. ARTICLE 11 - INSURANCE AND BONDS Modify 11 as follows: The Contractor shall indemnify and save harmless the County, its officers and employees from all suits, actions and claims of any character brought because of injuries or damages received or sustained by any person, persons, or property on account of the operations of the said Contractor; or on account of or in consequence of any neglect in safeguarding the work; or through use of unacceptavle materials in constructing the work; or because of any act or omission, neglect, or misconduct of siad Contractor; or because of any claims arising or amounts recovered from infringements, of patent, trademark, or copyright; or because of any claims arising or amounts recovered under the Worker's Compensation Act, or under any other law, ordinance, order, or decree. The County may retain for its use, so much of the money which is due the Contractor under and by virtue of his COntract, as may be necessary to cover any suits, actions or claims arising on account of the Contractor's operations or in consequence of any act, neglect, omission, or misconduct or said Contractor; or, in case no money is due, his Sureties may be held liable until those suits, actions, or claims have been settled and suitable evidence to that effect has been furnished to the County. However, monies will not be withheld from the Contractor if he produces satisfactory evidence indicating that he is adequately protected by public liability and property damage insurance. The insurance required shall be written for not less than any limits of liability specified below or required by law, whichever is greater. The Contractor's minimum limits of liability, which he shall also require from his Subcontractors, unless he shall insure their operations under his policy, are as follows: GENERAL LIABILITY Each Occurrence Aggregate Bodily Injury $ 200,000 $ 600,000 Property Damage 200,000 600,000 BI & PD Conbined 1,000,000 1,000,000 Personal Injury - - - - - 1,000,000 AUTOMOBILE LIABILITY Bodily Injury (Per Person) $ 200,000 - - - - - Bodily Injury (Per Accident) 600,000 - - - - - Property Damage 250,000 - - - - - BI & DP Combined 1,000,000 - - - - - ESCESS LIABILITY BI & PD Combined $1,000,000 $1,000,000 92005 J SUPPLEMENTARY CONDITIONS Page 2 of 3 WORKER'S COMPENSATION Statutory AND EMPLOYER'S LIABILITY Each Accident $100,000 Disease - Policy Limit 500,000 Disease - Each Employee 100,000 (1) The Contractor shall purchase and maintain comprehensive general liability insurance as required to protect himself and the County from claims set forth below which may arise out of or result from operastions of the COntractor and whether such operations be by himself or by any Subcontractor or by anyone directly or indirectly employed by any of them or be anyone for whose acts any of them may be liable. Insurance shall be purchased from a company licensed to do business in Minnesota. (2) COntractor's liability insurance shall be written on comprehensive general liability form with all coverages indicated. Coverage shall be on an "occurrence" basis not an "accident" basis. The insurance specified shall be ocnsidered as minimum requirements. The Contractor is responsible for providing any additional insurance he deems necessary to protect his interest from other hazards or claims in excess of the minimum coverage. Coverages shall include: Products - Completed Operations Blanket Explosion, Collapse and Underground Property Damage Umbrella, Excess Liability (f) Personal Injury, with Employment Exclusion deleted: $500,000 Aggregate 3. Comprehensive Automobile Liability (owned, non -owned, hired): (a) Bodily Injury: $500,000 Each Person $500,000 Each Accident (b) Property Damage $500,000 Each Occurrence Indemnity Provisions Contractor agrees that it will indemnify and hold harmless the Owner and Architect and their respective officers, agents and employees from any loss, cost, damage, expense and liability by reason of property damage, personal injury, or both such damage and injury of whatsoever nature of kind arising out of or as a result of any negligent act or negligent failure to act in connection with the performance of the work by Contractor, its employees, agents and subcontractors, and Contractor agrees that the Public Liability and Property Damage Insurance (including Automobile Public Liability and Property Damage Insurance) which it is required to maintain pursuant to the article hereof entitled "Insurance" shall cover the obligations set forth. 92005 SUPPLEMENTARY CONDITIONS Page 3 of 3 Modify 11.2 as follows: The Contractor shall provide Owner's Liability Insurance with the following limits': 1) Bodily Injury: $500,000 Each Occurrence $500,000 Aggregate 2) Property Damage: $500,000 Each Occurrence $500,000 Aggregate 3) Personal Injury with Employment Exclusion deleted: $500,000 Aggregate Modify 11.3 as follows: The Contractor shall provide all Risk Property Insurances as specified in this paragraph on a Completed Value Form in the names of the owner, Contractor, Sub -contractors and Sub -sub -contractors as their interest may appear for the full insurable value of the work. 92005 SECTION 01005 Page 1 of 3 SECTION 01005 SUMMARY OF WORK 1. DESCRIPTIVE SUMMARY OF THE WORK 1.1 Provide all labor, equipment, materials and services required to complete general plumbing, heating and electrical work required for the construction of the park shelter building described and shown in the drawings and specifications entitled: PARK SHELTER FOR JAYCEE PARK 15425 SHANNON PARKWAY ROSEMOUNT, MINNESOTA 2 This Project includes construction of a single story building with concrete and masonry foundation, wood frame exterior walls and partitions, wood truss roof construction, and includes plumbing, heating, ventilation and electrical work. The site has been leveled and prepared for the building construction under previous sitework contracts. Sitework in this contract is limited to excavation, backfilling, blending of grades into existing grades and restoration of all surfaces and site elements to conditions encountered before start of construction. Connections to existing utility services as indicated are part of the work included in this contract. Placement of topsoil, seeding and/or sodding, and construction of bituminous paths are not a part of the work in this contract. 1.3 An area of each park will be designated as the "Project Site" by the Owner and/or Architect and will be available to the Contractor for his use during the building operations. At completion of construction this site shall be cleaned and restored to conditions comparable to those encountered before construction. 1.4 The Project Site will be available for use by the Contractor throughout the construction period. General recreation activities will continue and work by other contractors and City forces may be underway in adjacent areas of the park throughout the construction process.- 2. rocess., 2. ALTERNATES: Listino, Acceptance Requirements: Refer to the individual work sections of specifications and other contract documents for requirements of work to be performed as "Alternates". Refer to Contract for indication of which Alternates have been accepted. Accepted Alternates are in full force and effect, as though included originally in base bid. Each must be completely integrated and coordinate with surrounding work. Alternate 1: Substitute Class C wood shingle roof for asphalt shingle roofing specified in Base Bid. See Section 07317 for specifications. 92005 SECTION 01005 Page 2of3 4. UNIT PRICES: A unit price is an amount proposed by Bidders and stated on the Bid Form as a price per unit of measurement for materials or services that will be added to or deducted from the Contract Sum by Change Order if estimated quantities of Work required by Contract Documents are increased of decreased. Unit prices include necessary material, overhead, profit and applicable taxes. Refer to individual Sections for construction activities requiring establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections. The Owner reserves the right to reject the Contractor's measurement of Work -in-place that involves use of established unit prices, and to have this Work measured by an independent surveyor acceptable to the Contractor at the Owner's expense. Unit Price A: Cost per cubic yard for excavation, hauling and disposal of soil materials determined to be unsuitable for building site use. Unit Price B: Cost per cubic yard to furnish, place and compact new granular fill to 95% of standard Proctor density. 4. CUTTING AND PATCHING: Structural Work: Do not cut -and -patch structural work in a manner resulting in a reduction of load -carrying capacity or load/deflection ratio. Submit proposal and request and obtain Architect's/Engineer's approval before proceeding with cut -and -patch of structural work. 5. ADMINISTRATION AND SUPERVISION: Coordination: Coordinate various elements of the work and entities engaged to perform work; and coordinate the work with existing facilities/conditions, and with work by separate contractors (if any) and by Owner. 6. SURVEYING/LAYOUT: General: Working from established lines and levels as established by the Owner and Architect at project site, establish and maintain dependable markers for lines and levels of the work. Calculate dimensions and measure for layout of work; do not scale the drawings. Record deviations (if any) from drawing information on existing conditions, and review with Architect at time of discovery. 7. INSPECTIONS AND TESTING: General: Provide inspection and testing services specified to be by independent agencies, where not indicated specifically as owner's responsibility (this provision supplements General Conditions). Neither inspection -and -test results nor failure thereof to disclose deficiencies relieves Contractor of responsibility to comply with requirements of contract documents. Provide services to inspection and testing agencies (Owner's and Contractor's), including taking and delivery of samples, patching work and similar 92005 SECTION 01005 Page 3 of 3 assistance. Require engaged agencies to perform indicted testing and submit reports promptly; and to report significant observations having an important bearing on the work, to the Architect/Engineer by the most expeditious means possible. 8. GENERAL PROVISIONS: Contract Documents: Requirements of the work are contained in the contract documents, and include cross-references herein to published information, which is not necessarily bound therewith. Installation: Comply with manufacturer's instructions and recommendations to extent printed information is more detailed or stringent than requirements contained directly in contract documents. Timina: Install work during time and under conditions which will ensure best possible results, coordinated with required inspection and testing. Anchor work securelv in place, properly located by measured line and level, organized for best possible uniformity, visual effect, operational efficiency, durability, and similar benefit to Owner's use. Isolate non -compatible materials from contact, sufficiently to prevent deterioration. Mount individual units of work at industry -recognized mounting heights, if not otherwise indicated; refer uncertainties to Architect/Engineer before preceding. Cleaning and Protection: Clean each element of work at time of installation. Provide sufficient maintenance and protection during construction to ensure freedom from damage and deterioration at time of substantial completion. 9. OPERATING INSTRUCTIONS The contractor/installer of all mechanical heating and ventilation systems that require continuous operation/maintenance by the Owner's operating personnel shall provide on site instruction to the Owner's personnel to ensure safe reuse, efficient utilization and operation of systems and equipment. 10. ACCESSIBILITY REQUIREMENTS: All products supplied under this Contract and the installation thereof must meet the requirements of the Americans With Disabilities Act and the State of Minnesota Building Code requirements for accessibility. Where requirements differ, the more stringent requirements have been chosen. It is the responsibility of each supplier and/or subcontractor to make certain that the products and installation meet the requirements of these standards. Where these standards conflict, resolution of the standards shall be referred to the Architect or the Owner's representative. 11. PERMITS AND FEES The Contractor shall acquire and pay for all building permits and shall pay all applicable SAC, WAC and miscellaneous fees that may be required. END OF SECTION 01005 92005 SECTION 01068 Page 1 of 2 SECTION 01068 DEFINITIONS AND STANDARDS 1. DEFINITIONS: 1.1 General: Except as specifically defined otherwise, the following definitions supplement definitions of the Contract, General Conditions, Supplementary Conditions and other general contract documents, and apply generally to the work. 1.2 General Requirements: Provisions of Division -1 sections of these specification. 1.3 Indicated: Shown on drawings by notes, graphics or schedules, or written into other portions of contract documents. Terms such as "shown", or "noted% "scheduled" and "specified" have same meaning as "indicated", and are used to assist the reader in locating particular information. 1.4 Directed, Requested, Approved, Accepted, etc: These terms imply "by the Architect/Engineer", unless otherwise indicated. 1.5 Proiect Site: Space available to Contractor at location of project, either exclusively or to be shared with separate contractors, for performance of the work. 1.6 Furnish: Supply and deliver to project site, ready for unloading, unpacking, assembly, installation, and similar subsequent requirements. 1.7 Install: Operations at project site, including unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar requirements. 1.8 Provide: Furnish and install, complete and ready for intended use. 1.9 Installer: Entity (firm or person) engaged to install work, by Contractor, subcontractor or sub -sub -contractor. Installers are required to be skilled in work they are engaged to install, having a minimum of 5 previous projects smaller in size to this project. 1.10Overlawina/Conflicting Requirements: Most stringent (generally most costly) applies and will be enforced, unless more detailed language written directly into contract documents clearly indicated that a less stringent requirement is acceptable. Refer uncertainties to Architect/Engineer for decision before preceding. Where optional requirements are specified in a parallel manner, option is intended to be Contractor's unless otherwise indicated. 1.1 1 Minimum Requirements: Indicted requirements are for a specific minimum acceptable level of quality/quantity, as recognized in the industry. Actual work must comply (within specified tolerances), or may exceed minimums within reasonable limits. Refer uncertainties to Architect/Engineer before preceding. 92005 SECTION 01068 Page 2 of 2 1.12 Abbreviations, Plural Words: Abbreviations, where not defined in contract documents, will be interpreted to mean the normal construction industry terminology, determined by recognized grammatical rules, by the Architect/Engineer. Plural words will be interpreted as singular and singular words will be interpreted as plural where applicable for context of contract documents. 1.13Testino Laboratory: An independent entity engaged for the project to provide inspections, tests, interpretations, reports and similar services. 2. STANDARDS AND REGULATIONS: 2.1 Industry Standards: Applicable standards of construction industry have same force and effect on performance of the work as if copies directly into contract documents or bound and published therewith. Standards referenced in contract documents or in governing regulations have precedence over nonreferenced standards, insofar as different standards may contain overlapping or conflicting requirements. Comply with standards in effect as of date of contract documents, unless otherwise indicated. 3. Abbreviations: Where abbreviations or acronyms are used in contract documents, they mean the well recognized name of entity in building construction industry; refer uncertainties to Architect/Engineer before preceding, or consult "Encyclopedia of Associations" by Gale Research Company. 4. Trade Union Jurisdictions: Maintain current information on jurisdictional matters, regulations, actions and pending actions ; and administer/supervise performance of work in a manner which will minimize possibility of disputes, conflicts, delays, claims or losses. END OF SECTION 01068 92005 SECTION 01 155 Page 1 of 2 SECTION 01155 REPORTING AND PAYMENTS 1. MEETING AND REPORTING: 1.1 Preconstruction Meetind: The Architect will conduct a preconstruction meeting at the time of commencement of the work to assist the Owner and Contractor in preparing progress schedules, payment requests and submittals that will be required. The Architect will record discussions and decisions and distribute copies to those attending and other affected. 1.2 Proiect Meetinsas: The Contractor shall conduct Project Meetings at times deemed necessary during the construction period. Project Meetings may be called to coordinate work and review payment requests. The Contractor shall record and distribute a record of discussions and decisions made. 2. SCHEDULES: 2.1 Construction Schedules: The Contractor shall submit a Construction Schedule indicating start and completion times and periods of work for each major trade for each of the building projects. The schedule shall be submitted within 10 days of award or prior to the preconstruction conference, whichever comes first. 2.2 Schedule of Values: The Contractor shall prepare a schedule of values for each project to show breakdown of Contract Sum corresponding with payment request breakdown. Show dollar value and per cent of total for each unit of work scheduled. Submit within 10 days of award of contract or prior to preconstruction meeting, whichever is earliest. 2.3 List of Subcontractors: Submit to the Architect a list of all subcontractors and material suppliers within 10 days of notice of contract award or before the preconstruction meeting, whichever is earliest. 3. PAYMENT REQUESTS: 3.1 Submit Reouest for each calendar month. Requests for payment shall be submitted by the fifth of the month for work performed during the previous month. Use form AIA G702 or computerized equivalent fully completed and executed; submitted in triplicate. 3.2 Following completion of the following requirements, final payment request may be submitted. Complete work listed as incomplete at time of substantial completion. Settle liens and other claims, or assure Owner of subsequent settlement. Provide lien waivers from all suppliers and subcontractors as required by owner. Submit proof of payment on fees, taxes and similar obligations. Submit completed Affidavit for obtaining Final Settlement of Contract, Form 1 C-134 for each subcontractor with request for final payment. 92005 SECTION 01 155 Page 2 of 2 Transfer operational, access, security and similar provisions to Owner; and remove temporary facilities, tools and similar items. Complete of requirements specified in "Project Closeout" section. Obtain consent of surety for final payment. 3.3 Retainage: Ten percent (10%) of the value of completed work will be retained by the Owner until substantial completion. Upon substantial completion the retainage will be reduced to five percent (5%) of the value of completed work. END OF SECTION 01 155 92005 SECTION 01340 Page 1 of 1 SECTION 01340 SUBMITTALS General: The provisions of this section apply to required submittals, related to units of work, not to administrative submittals including payment requests, insurance certificates an progress reports. 1.1 Shoo Drawings: Coordinate submittals with progress schedule and actual progress of work; allow 10 days for Architect's/Engineer's initial processing of submittals requiring review and return. Submit one blue/black-line copy and one reproducible copy (sepia) of each shop drawing in format larger than 8-1/2 X 11. The Contractor shall maintain one complete final set of approved shop drawings for the Owner and shall turn them over to the Owner upon completion of the Project. 1.2 Color Selections: Samples of all materials required for color selections shall be made within thirty (30) days of contract award. 1.3 Maintenance Manuals: Provide two bound copies of maintenance information for all mechanical equipment. Submit at time of Substantial Completion. Maintenance manuals shall be properly identified and indexed. Include operating and maintenance instructions; extended to cover emergencies, spare parts, warranties, inspection procedures, diagrams, safety, security, and similar appropriate data for each system or equipment item. 1.4 Completed Materials and Supplier Inventory Form: following substantial completion, complete and submit the Completed Materials and Supplier Inventory in a form approved by the Owner. END OF SECTION 01340 92005 SECTION 01505 Page 1 of 2 SECTION 01505 TEMPORARY FACILITIES GENERAL DEFINITIONS: 1.1 Refer to General Conditions for basic commitments to provide temporary facilities. This section specified certain minimum temporary facilities to be provided, regardless of methods and means selected for performance of the work, but not by way of limitation and not assured for compliance with governing regulations. Use of alternate temporary facilities is Contractor's option subject to Architect's/Engineer's acceptance. Temporary facilities is defined to exclude tools and construction machines, testing, demolition, alterations, soil borings, mock-ups and similar items. 1.2 Costs: Except as otherwise indicated, costs associated with temporary facilities are Contractor's (in Contract Sum), including power/fuel/water usage until time of substantial completion for each major area of project. Temporary facilities remain property of Contractor. 2. TEMPORARY UTILITY SERVICES: 2.1 Temporary Electrical Power: Contractor shall arrange and pay for temporary power service required for construction purposes. It is not known at the time of bidding when installation of power into will be completed. The use of portable generators may be necessary. 2.2 Temporary Heating: It is anticipated that all construction on the project will be completed without need for temporary heat, however, the following conditions apply if required. Until the time WE systems of project can be used to provide temporary heat, provide gas/oil fired space heaters which are UL labeled and approved for construction space heating by appropriate agency. Provide adequate ventilation and thermostatic control. 2.3 Power Distribution: Provide weatherproof, grounded circuits with ground -fault interruption features, with proper power characteristics and either permanently wired or plug-in connections as appropriate for intended use. Provide overload -protected disconnect switch for each circuit at distribution panel. Space 4 -gang convenience outlets (200 Amp circuit) so that every portion of work can be reached with 100' extension cords. 2.4 Temporary Lighting: Provide lighting of intensity and quality sufficient for proper and safe performance of the work, and for access thereto and security thereof. 2.5 Temporary Toilets: Provide and maintain in a sanitary conditiofi temporary toilet facilities at each project location during the period of time that major construction is underway until new toilets are operable. 2.6 Miscellaneous Facilities: Provide miscellaneous facilities as needed, including staging, shoring, scaffolding, railings, bracing, barriers, closures, platforms, temporary partitions, and similar items. 92005 t SECTION 01505 Page 2 of 2 2.7 Security and Safety: Provide facilities and services as necessary to effectively protect project from losses and persons from injury during the course of construction. 2.8 Barricades: Provide barricades at hazardous locations, complete with signs, general lighting, warning lights and similar devices where appropriate or required by regulations. END OF SECTION 01505 92005 SECTION 01705 Page 1 of 1 SECTION 01705 PROJECT CLOSEOUT 1. GENERAL DEFINITIONS: The provisions of this section apply primarily to closeout of actual physical work, not to administrative matters such as final payment and changeover of insurances. Closeout requirements relate to both final completion and substantial completion of work, and apply to individual portions of completed work as well as the total work. Specific requirements in other sections have precedence over general requirements of this section. 2. PROCEDURES AT SUBSTANTIAL COMPLETION: 2.1 Prerequisites: Comply with General Conditions and complete the following before requesting Architect's inspection of the work, or designated portion thereof, for substantial completion: Submit list of incomplete work Submit executed warranties, workmanship bonds, maintenance agreements, inspection certificates and similar required documentation for specific units of work, enabling Owner's unrestricted occupancy and use. Submit record documentation, maintenance manuals, complete set of final approved shop drawings, tools, spare parts, keys and similar operational items. Complete final cleaning, remove temporary facilities and tools Schedule operating instruction of Owner's personnel for all mechanical equipment. 2.2 Inspection Procedures: Upon receipt of Contractor's request, Architect/Engineer will either proceed with inspection or advise Contractor of prerequisites not fulfilled. Following initial inspection, Architect/Engineer will either prepare certificate of substantial completion, or advise Contractor of work which must be performed prior to issuance of certificate; and repeat inspection when requested and assured that work has been substantially completed. Results of complete inspection will form initial "punch -list" for final acceptance. 3. PROCEDURES AT FINAL ACCEPTANCE: 3.1 Reinspection Procedure: Upon receipt of Contractor's notice that work has been completed, including punch -list items resulting from earlier inspections, and excepting incomplete items delayed because of acceptable circumstances, Architect/Engineer will reinspect work. Upon completion of reinspection, Architect/Engineer will either recommend final acceptance and final payment, or advise Contractor of work not completed or obligations not fulfilled as required for final acceptance. If necessary, procedure will be repeated. END OF SECTION 01705 92005 SECTION 01710 Page 1 of 2 SECTION 01710 CLEANING -UP 1. GENERAL Cleaning up required for specific trades and work is specified in sections pertaining to that trade or work. 2. PRODUCTS Cleaning Materials: Use only cleaning materials recommended by manufacturer or surface to be cleaned. Use cleaning material only on surfaces recommended by cleaning material manufacturer. 3. EXECUTION During Construction: Oversee cleaning and ensure that building and ground are maintained free from accumulations of waste materials and rubbish. At weekly intervals during progress of work, clean up site and access and dispose of waste materials, rubbish and debris. Do not allow waste materials, rubbish, and debris to accumulate and become an unsightly or hazardous condition. Remove waste materials, rubbish and debris from the site and legally dispose of at public or private dumping areas off the Owner's property. Lower waste materials in a controlled manner with as few handlings as possible, do not drop or throw materials from heights. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. 4. FINAL CLEANING: Use experienced workmen or professional cleaners for final cleaning. At completion of construction and just prior to acceptance or occupancy, conduct a final inspection of exposed interior and exterior surfaces. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials from interior and exterior surfaces. Repair, patch and touch up marred surfaces to match adjacent finishes. Broom clean paved surfaces; rake clean other surfaces of grounds. 92005 SECTION 01710 Page 2 of 2 Remove snow and ice from access to building. Maintain cleaning until building and site are accepted by owner. END OF SECTION 01710 92005 SECTION 02200 Page 1 of 3 SECTION 02200 EARTHWORK 1. GENERAL 1.1 Scope of Work: Earthwork specified herein includes the following: Remove and stockpiling of all existing topsoil and the removal and disposal of all roots, rocks and debris from the areas occupied by the buildings, roadways and path systems and the areas indicated to be regraded. Rough and final grading of the site as indicated with the construction limits blending into existing grade. Excavation and backfill as required for building construction including placement of granular fill under floor slabs as detailed. Restoration of all areas disturbed by construction operations whether within or outside of construction limits. Placement of topsoil is not a part of work under this Contract. 1.2 Protections: Protect structures, utilities, sidewalks, pavements, and other facilities in areas of work. Barricade open excavations and provide warning lights. Comply with regulations of authorities having jurisdiction. 1.3 Provide bracing and shoring as required in excavations to maintain sides and to protect adjacent structures from settlement, complying with local codes and regulations. Maintain until excavations are backfilled. 1.4 Inspections: Soil conditions at bearing elevations shall be inspected and approved by the Architect prior to pouring of footings. 1.5 Unit Prices: Provide unit prices in accordance with Section 01005 for the following work beyond normal limits of work to be performed under provision of the Contract, i.e. excavation or fill beyond elevations indicated: Unit Price A: Cost per cubic yard for excavation hauling and disposal of soil materials determined to be unsuitable for the building site for reasons of poor drainage or inadequate bearing capacity. Unit Price B: Cost per cubic yard to furnish place and compact new granular fill material as required if additional excavation is required. 92005 SECTION 02200 Page 2 of 3 2. MATERIALS 2.1 Imported Fill Material: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, free of vegetation, debris, or other objectionable materials, having less than 10% of fines by weight passing the #200 sieve. 2.2 Topsoil: Provide topsoil to supplement that available for reuse at site. Provide clean, fertile, friable, natural loan obtained from a local, well drained source. 2.3 Imprevious Soil Laver: Where indicated provide a top surface of impervious soil at backfilled areas and at all unpaved surfaces surrounding footings and buildings. Layer shall consist of 12" - 18" deep compacted clay loam material from site or if site material is not adequate from offsite. Grade surface to provide positive drainage away from building. 2.4 Granular Fill Under Floor Slabs: Medium coarse to coarse sand with less than 5% passing #200 sieve. 3. EXCAVATION 3.1 Excavation: Remove and dispose of material encountered to obtain required subgrade elevations, including pavement, obstructions visible on ground surface, underground structures and utilities indicated to be removed. 3.2 Unauthorized excavation (removal of materials beyond indicated subgrade elevations) may be filled with lean concrete, or corrected by extending indicated bottom elevation of footing to lower elevation, as acceptable to Architect. 3.3 Stockpile excavated materials where directed, until required for backfill and fill. Excavate for structure to elevations and dimensions shown, extending excavation a sufficient distance to permit placing and removal of other work and for inspection. Trim bottom to required lines and grades to provide solid base to receive concrete. 3.4 Cut around under pavements to comply with cross-sections, elevations, and grades indicated. 3.5 If unsatisfactory soil materials are encountered at design elevations, continue excavation as directed by Architect or Engineer. If conditions are not a result of Contractors negligence, additional excavation will be measured as directed by Architect or Engineer and paid for in accordance with contract conditions relative to changes in work. 3.6 Backfill and Fill: Place and compact acceptable soil material in layers to required elevations. Use soil material free of clay, rock or gravel larger than 2" in any dimension, debris, vegetable matter, waste, and frozen materials. Compact backfill to 90% of maximum density. 3.7 Compaction: Fill shall be placed and compacted to 95% of standard Proctor density according to ASTM D698 within the building area. 92005 SECTION 02200 Page 3of3 3.8 Pavement SubbaseCourse: Place subbase material in layers of indicated thickness, over subgrade surface to support walks and pavement. Place single layer for course 6" thick or less and equal layers for courses more than 6" thick. Compact each lift. 3.9 Grading: Rough grade site to grades indicated or if not shown, rough grade site within 10' of building and/or shelter line to slope away from the building and to blend with existing grades. Place 4" of topsoil and blend with existing grades. 3.10Maintenance: Repair and re-establish grades in settled, eroded, rutted, or otherwise damaged areas. In damaged compacted areas, scarify surface, re -shape, and compact to required density prior to further construction. 3.11 Disposal: Transport acceptable excess excavated material to designated soil storage areas on site, stockpile or spread as directed. Remove and dispose of unacceptable excavated material, trash, and debris from site. 3.12Restoration: Restore all site areas used or damaged during construction to a condition equal to the condition prior to start of construction. END OF SECTION 02200 92005 SECTION 03310 Page 1 of 3 SECTION 03310 CONCRETE 1. GENERAL 1.1 Scope of Work: Concrete work specified herein includes all concrete foundation, concrete paving surfaces, floor slabs, and concrete toppings including formwork, reinforcing steel and all accessories. Install all anchor bolts and devices specified in other sections to be embedded in concrete. 1.2 Codes and Standards: ACI 301 "Specifications for Structural Concrete for Buildings"; ACI 318 "Building Code Requirements for Reinforced Concrete"; ACI 347 "Recommended Practice for CONCRETE Formwork"; ACI 304 "Recommended Practice for Measuring, Mixing, Transporting, and Placing Concrete"; comply with applicable provisions except as otherwise indicated. 1.3 Mix Progortions and Design" Proportion mixes by either laboratory trial batch or field experience method complying with ACI 211.1. Submit written regort to Architect for each proposed concrete mix at least 15 days prior to start of work. do not begin concrete production until mixes have been reviewed and are acceptable to Architect. Mix designs may be adjusted when material characteristics, job conditions, weather, test results or other circumstances warrant. Do not use revised concrete mixes until submitted to and accepted by Architect. Use air -entering admixture in all concrete, providing not less than 5% nor more than 8% entrained air for concrete exposed to freezing and thawing, and from 2% to 4% for other locations. Compressive Strength: 4000 psi, minimum at 28 days for concrete floor and exterior slabs, 3000 psi at all other locations. A minimum compressive strength for concrete topping shall be 3000 psi. 1.4 Concrete Testing Services: Provide concrete testing by an acceptable independent testing laboratory in accordance with provisions of the State Building Code and Chapter 5, ACI 318-89. Reports shall be submitted to the Architect and Structural Engineer. 2. MATERIALS 2.1 Concrete Materials: Portland Cement: ASTM C 150, Type as required. Aggregates: ASTM C 33. Water: Clean, drinkable, Air-Entaining Admixture: ASTM C 260. 92005 SECTION 03310 Page 2 of 3 2.2 Related Materials: Moisture Barrier: Clear 6 -mil thick polyethylene Curing and Sealing Compound: for use on all interior slabs except slabs to receive ceramic tile finish shall be B -W Crete Seal, Sonneborn Kur-N- Seal, Euclid Rez-Seal or approved equal conforming to ASTM C309-81. Verify compatability of curing compounds used on slabs to receive liquid membrane waterproofing with membrane materials. Joint Fillers: FS HF -F-341, AASHTO M153, ASTM D1752, compatible with sealants (see Section 07900). 2.3 Form Materials: Provide materials with sufficient stability to withstand pressure of placed concrete without bow or deflection. 2.4 Reinforcing: Deformed Reinforcing Bars: ASTM A 615, Grade 60 unless otherwise indicated. Welded Wire Fabric: ASTM A 185. 2.5 Ready -Mix Concrete: ASTM C 94. 3. EXECUTION 3.1 Formwork: Construct so that concrete members and structures are of correct size, shape, alignment, elevation and position, complying with ACI 347. Checking completed formwork for grade and alignment to following tolerances: Top of Forms not more than 1/.8' in 10'. Vertical face on longitudinal axis, not more than 1/4" in 10'. Clean forms after each use, and coat with form release agent as often as required to ensure separation from concrete without damage. Provide openings in formwork to accommodate work of other trades. Accurately place and securely support items built into forms. 3.2 Reinforcement: Position, support and secure reinforcement against displacement. Locate and support with metal chairs, runners, bolsters, spacers and hangers, as required. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. Install welded wire fabric in as long lengths as practicable, lapping at least one mesh. 3.3 Joints: Construct expansion, weakened -plane (contraction), and construction joints true -to -line with face perpendicular to surface of concrete. Construct transverse joints at right angles to centerline, unless otherwise indicated. 92005 SECTION 03310 Page 3 of 3 Expansion Joints: Install joint filler adjacent to all masonry wall surfaces and as otherwise shown to insolate floor slabs and sidewalks. Weakened -Plane Construction Joints (Control Joints): Provide weakened -plane contraction joints, sectioning concrete into areas as shown on drawings. Construct tooled joints in exterior slabs and sidewalks for a depth equal to at least 1/4 concrete thickness, by forming joints in fresh concrete by grooving portion with a recommended cutting tool and finishing edges with a jointer. Saw control joints in interior slabs as soon as surface of slab will allow traffic. 3.4 Installation of Embedded Items: Set and build into work all anchorage devices and other embedded items required for other work that is attached to or supported by cast -in-place concrete. Use setting diagrams, templates and instructions provided by others for locating and setting. 3.5 Concrete Placement: Comply with ACI 304. placing concrete in a continuous operation within planned joints or sections. Do not begin placement until work of other trades affecting concrete is completed. Consolidate placed concrete using mechanical vibrating equipment with hand rodding and tamping, so that concrete is worked around reinforcement and other embedded items and into all part of forms. Protect concrete from physical damage or reduced strength due to weather extremes during mixing, placement and curing. In cold weather comply with ACI 306. In hot weather comply with ACI 305. 3.6 Concrete Finishes: Slab Trowel Finish: Apply trowel finish to monolithic slab surfaces that are exposed -to - view or are to be covered with resilient flooring, paint or other thinfilm coating. Consolidate concrete surfaces by finish troweling, free of trowel marks, uniform in texture and appearance. Slabs Broom Brush: Finish exterior slabs by drawing a fine -hair broom across concrete surface, perpendicular to line of traffic. Repeat operation if required to provide a fine line texture. 3.7 Curing: Begin initial curing as soon as free water has disappeared from exposed surfaces. Where possible, keep continuously moist for not less than 72 hours. Continue curing by use of moisture -retaining cover or membrane -forming curing compound. Cure formed surfaces by moist curing until forms are removed. Provide protections as required to prevent damage to exposed concrete surfaces. END OF SECTION 03310 92005 SECTION 04200 Page 1 of 2 SECTION 04200 UNIT MASONRY WORK 1. GENERAL 1.1 Scope of Work: Provide and install all concrete block masonry, mortar and accessories indicated on drawings or specified herein. 1.2 Standards: Comply with all applicable recommendations of Brick Institute of America (BIA), and National', Concrete Masonry Assoc. (NCMA). 2. MATERIALS 2.1 Concrete Masonry Units (CMU): ASTM C 90, Grade N -l. 2.2 Mortar Materials Portland Cement: ASTM C 150, Type I; natural or white except white where required for color match. Lime: Hydrated lime, ASTM C 207, Type S. Water: Clean and Potable. 2.3 Loose Fill Installation Pourable insulation in concrete masonry: water repellent treated perlite conforming to requirements of ASTM C 549 and the Standard Specification adopted by the Perlite Institute Inc., or approved equal. 2.4 Miscellaneous Masonry Wire Ties: D/A 510 as manufactured by Dur -O -Wall or equal, galvanized finish. Horizontal Joint Reinforcing: Dur -O -Wall truss design or equal, minimum 9 -gage welded steel wire, 0.8 oz. hot -dip zinc coating (after fabrication) . Reinforcing Bar: ASTM A 615, Grade 60. 3. EXECUTION 3.1 Mortar for Unit Masonry: ASTM C 270 and C 476, Proportion Specification for types of mortar required. Limit cemetitious materials to portland cement -lime. Use Type M, L or S Mortar for masonry below grade and exterior masonry. Minimum compressive strength 2500 psi and 1800 psi respectively. Use Tyoe N mortar for exterior above -grade and walls and for other applications where another type is not indicated. Minimum compressive strength 750 psi. 92005 SECTION 04200 Page 2 of 2 3.2 Install (lav) masonry units in the bond pattern indicated, or if none is indicated, in running bond. Cut exposed masonry units, where necessary, with a power saw, Avoid the use (by proper layout) of less -than -half-size units. Bond intersecting walls with masonry units or provide anchors spaced 2'-0". Hold uniform joint sizes as indicated, or if not indicated, hold joint sizes to suit modular size of masonry units. Cut joints flush and tool slightly concave, unless otherwise indicated. Strike joints flush at masonry to receive membrane waterproofing. Anchor ends of walls to structure with anchors spaced 2'0", except as otherwise shown. Provide control and expansion ioints at locations shown, and keep clean of mortar droppings. Provide concealed flashing in exteriors masonry work as indicated . Provide flashing under copings and sills, through wall at counterflashing locations, and above elements of structural support for masonry. Build other work into the masonry work as shown, fitting masonry units around other work, and grouting for secure anchorage. Protect newly laid masonry from exposure to precipitation, excessive drying, freezing, soiling, backfill and other harmful elements. Dry -Brush masonry work at end of each day's work. Clean glazed masonry with soft cloths, soap and water. Do not scratch glaze. END OF SECTION 04200 92005 SECTION 05500 Page 1 of 1 SECTION 05500 METAL FABRICATIONS GENERAL 1.1 Provide and install all miscellaneous metal and metal fabrications indicated including but not limited to the following: Vanity Countertop Supports 1.2 Submittals: Shop Drawings showing details of fabrication, assembly and installation including templates for anchor bolt placement. 2. PRODUCTS 2.1 neral: For work exposed to view use materials selected for their smoothness and freedom from surface blemishes. 2.2 Steel Plates. Shapes, and Bars: ASTM A 36. 2.3 Fasteners: Provide bolts, nuts, lag bolts, machine screws, wood screws, toggle bolts, masonry anchorage devices, lock washers as required for application indicated and complying with applicable Federal standards. 2.4 Shop Primer for Ferrous Metal: Manufacturer's or Fabricator's standard, fast -curing lead-free, universal modified alkyd primer; resistant to normal atmospheric corrosion, compatible with finish paint systems indicated, capable of providing a sound foundation for field -applied topcoats despite prolonged exposure; complying with performance requirements of FS TT -P-645 2.5 Rouah Hardware" Furnish custom -fabricated bolts, plates, anchors, hangers, dowels, and other miscellaneous steel and iron shapes for framing and supporting and anchoring woodwork. 3. EXECUTION 3.1 Installation: Perform cutting, drilling and fitting required for installation; set work accurately in location, alignment and elevation, measured from established lines and levels. Provide anchorage devices and fasteners where necessary for installation to other work. END OF SECTION 05500 92005 SECTION 06100 Page 1 of 4 SECTION 06100 ROUGH CARPENTRY 1. GENERAL 1.1 Scope of Work: Provide and install all lumber, plywood, siding, trim and accessories specified herein. Glu -lam timbers, timber connections, fabricated trusses, and architectural woodwork are specified elsewhere in Division 6. 1.2 Submittals: Submit the following: Wood treatment data including treatment plant's certification of compliance with indicated requirements. 2. PRODUCTS 2.1 Lumber, General: Furnish grade stamped lumber that is dressed S4S and complies with PS20 and applicable grading rules of inspection agencies certified by ALSC's Board of Review. Provide seasoned lumber with 19 percent moisture content at time of dressing and shipment, for sizes 2" or less in thickness. For exposed lumber, apply grade stamps to ends or back of each piece or omit grade stamps entirely and issue certificate of grade compliance. 2.2 Dimension Lumber: Provide lumber of the following product classification in grade and species indicated: Studs (2" - 4" thick, 2" - 6" wide 10' and shorter): "Stud" or No. 3 Structural Light Framing grade, any species graded under WWPA, WCLIB, SPIB or NLGA rules. Any species of grade indicated. Structural Light Framing (2" - 4" thick 2'---6' wide): Hem -Fir No. 2 grade or better, except as noted otherwise. Structural Joists and Planks (2" - 4" thick 8" and wider): Hen -Fir No. 2 grade or better, except as noted otherwise. 2.3 Concealed Boards: Standard grade, any species graded under WCLIB/VW1/PA rules or No. 3 grade Southern Pine graded under SPIB rules. 2.4 Lumber for Miscellaneous Uses: Unless otherwise indicated, provide Standard grade lumber for support of other work, including rooftop equipment and support bases, cant strips, bucks, nailers, blocking, furring, grounds, stripping and similar members. 92005 SECTION 06100 Page 2 of 4 2.5 Construction Panels: For types of concealed applications indicated below, provide wood panel products and complying with PS 1 where applicable, and with "APA Performance Standard and Policies for Structural Use Panels" (Form E445) for requirements indicated. For following types of applications where exposure durability classification or span rating is not given, provide EXPOSURE 1 rating required to suit support spacing indicated. Wall Sheathing: APA Rated Sheathing: CDX plywood or Oxboard Roof Sheathing: APA Rated Sheathing: CDX plywood or Oxboard Plywood Backing for Electrical and Telephone Eguipment: APA C -D PLUGGED INT with exterior glue, fire -retardant treated, 1/2" thick except as otherwise indicated. 2.6 Finish Lumber and Siding Sidin : 1 x8 saw textured red cedar channel rustic siding. Select for no holes, tight knots. Plywood Soffits: 5/8" rough sawn cedar APA 303 6W plain plywood siding. Exterior and Interior Cedar Trim: 5/4 and 1 x as indicated smooth Western Red Cedar boards, #3 and better. Trim shown as 1 x or 3/4" shall be uniformly planed or milled to 3/4" dimension. Interior Plywood Paneling: Panelling shall be clear fir plywood siding 19/32" thick, 1" groove, 6.75" o.c APA 303-oc. Orient panels to eliminate or minimize end joints. Plywood paneling for walls and ceilings in Equipment and Janitor Rooms shall be 1/2" A grade fir plywood. 2.7 Miscellaneous Accessories: Truss anchors, ioist hangers, metal bracing, bridging and other standard accessories shall be Simpson, TECO, Kant -Sag or equal. Soffit Vents shall be 2" wide aluminum strip vent SV201 by AirVent, Inc., or equal; 9 square inches per linear foot. Adhesives for Field Gluing Panels to Framing: Formulation complying with APA AFG- 01, approved by both adhesive and panel manufacturer. Building Paper: Asphalt saturated felt, non -perforated ASTM D 226. Sill Sealer Gasket: Glass fiber resilient insulation fabricated in strip form for use as a sill sealer; 1 " thick nominal thickness compressible to 1/32"; in rolls of 50' or 100' in length. 92005 SECTION 06100 Page 3of4 2.8 Fasteners: Of size and type indicated that comply with the following requirements. Where rouch carpentry is exposed to weather, in ground contact, or in areas of high relative humidity, provide hot -dip zing -coated fasteners per ASTM A 153 or AISI Type 304 stainless steel fasteners. Nails, Wire. Brads and Staples: FS FF -N-105. Power Driven Fasteners: National Evaluation Report NER-272. Wood Screws: ANSI 818.6.1. Lao Bolts: ANSI 618.2.1 Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and where indicated, flat washers. 2.9 Preservative pressure treat lumber and plywood with water -borne preservatives to comply with AWPA C2 and CO respectively, and with requirements indicated below. Mark each treated item with the AWPB or SPIB Quality Mark Requirements. Pressure -treat above around items with water -borne preservatives to a minimum retention of 0.25 pcf. For interior uses, after treatment, kiln -dry lumber and plywood to a maximum moisture content, respectively, of 19 percent and 15 percent. Treat indicated items and the following: Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing.. Wood sills, sleepers, blocking, furring, stripping, and similar concealed members in contact with masonry or concrete. Wood floor plates installed over concrete slabs directly in contact with earth. 3. INSTALLATION: 3.1 Install rough caroentry work to comply with "Manual of House Framing" by National Forest Products Assoc. (N.F.P.A.) and with recommendations of American Plywood Association (APA), unless otherwise indicated. For sheathing, underlayment and other products not covered in above standards, comply with recommendations of manufacturer of product involved for use intended. Set carpentry work to required levels and lines, with members plumb and true and cut to fit. 3.2 Securely attach carpentry work to substrates and supporting members using fasteners of size that will not penetrate members where opposite side will be exposed to view or receive finish materials. Install fasteners without splitting wood; fasten panel products to allow for expansion at joints unless otherwise indicated. 92005 SECTION 06100 Page 4 of 4 3.3 Provide wood framing members of size and spacing indicated; do not splice structural members between supports. Firestop concealed spaces with wood blocking not less than 2" thick, if not blocked by other framing members. Provide solid blocking at all edges of plywood'', finishes. 3.4 Install finish carpentry work plumb, level, true and straight with no distortions. Shim as required using concealed shims. Scribe and cut finish carpentry items to fit adjoining work. Anchor finish carpentry work securely to supports and substrates, using concealed fasteners and blind nailing where possible. Use fine finishing nails for exposed nailing except as indicated, countersunk and filled flush with finished surface. 3.5 Standing and Running Trim: Install with minimum number of joints possible, using full- length pieces from maximum length of lumber available. Cope at returns, miter at corners to produce tight fitting joints. Use scarf joints for end-to-end joints. 3.6 Beveled Siding: Attach to studs with non -corrosive siding nails of sufficient length to penetrate studs at minimum of 1-1/2" and to comply with siding manufacturer's recommendations. 3.7 Board Type Paneling: Comply with paneling manufacturer's instructions using adhesive or concealed clip system as appropriate to type of substrate provided or as indicated. END OF SECTION 06100 92005 SECTION 06192 Page 1 of 2 SECTION 06192 PREFABRICATED METAL -PLATE CONNECTED WOOD TRUSSES 1. GENERAL 1.1 Scope of Work: Furnish and install all engineered and fabricated wood trusses indicated on drawings and specified here. 1.2 Standards: Comply with N.f.P.A. "National Design Specification for Wood Construction" and with TPI standards including "Quality Standard for Metal Plate Conneted Wood Trusses," "Commentary and Recommendations for Handling and Erecting Wood Trusses." "Commentary and Recommendations for Bracing Wood Trusses," "Design Specification for Metal Plate Connected Wood Trusses," and "Design Specification for Metal Plate Connected Parallel Chord Wood Trusses," as appropriate for job conditions. 1.3 Submittals: In addition to product data for truss components submit the following: Shop Drawings showing sizes, design values, materials, and dimensional relationships of components as well as bearing and anchorage details. Design calculations for truss from metal plate connector manufacturer. Product certificate signed by officer of fabricating firm, certifying that metal -plate - connected wood trusses supplied for Project comply with specified requirements. 1.4 Single -Source Engineering Responsibility: Provide trusses engineered by the metal plate connector manufacturer to support superimposed dead and live loads indicated, with design approved and certified by a professional engineer legally authorized to practice in the State of Minnesota. 1.5 Handle and store trusses with care and to comply with TPI recommendations to avoid damage from bending, overturning or other cause. 2. PRODUCTS 2.1 Lumber: Provide dressed lumber S4S, complying with PS 20 and requirements indicated. Moisture content: Seasoned, with 19 percent moisture content at time of dressing and shipment. Lumber Species: Any softwood, at Contractor's option, graded under WWPA, WCLB, SPIB or NLGA rules, which complies with structural and other requirements. Lumber Grade: Any grade fulfilling structural requirements indicated. Stress Rating: Provide lumber which has been graded or tested, and certified to comply with stress ratings required by engineering. 92005 SECTION 06192 Page 2 of 2 2.2 Metal Connector Plates: Metals and thickness as indicated. Hot -Dip Galvanized Sheet Steel: ASTM A 446, Grade A, G60, minimum thickness of 0.036 inches. 2.3 Fasteners: Of size, type, material and finish suited to application shown and complying with applicable standards including FS FF -N-105 for nails, wire brads and staples, HER - 272 for power driven fasteners. 2.4 Metal Framing Anchors: Provide metal framing anchors of type, size, metal, and finish indicated that comply with requirements specified including the following: Current Evalution/REsearch Reports: Provide products for which model code evaluation/research reports exist that are acceptable to authorities having jurisdiction and that evidence compliance of metal framing anchors for application indicated with the building code in effect for this Project. ALlowable Design Loads: As published by manufacturer and determined from empirical data or by rational engineering analysis and verified through comprehensive testing by a qualified independent testing laboratory. Galvanized Steel Sheet: Zinc -coated by hot -dip process to comply with ASTM A 525, Coating Designation G60, and complying with ASTM A 446, Grade A; ASTM A 526; or ASTM A 527. 3. EXECUTION 3.1 Fabrication: Fabricate and assemble trusses to comply with TPI Quality Control Manual to provide units of configuration indicated, with closely fitted joints and connector plates securely fastened to wood members. 3.2 Installation: Install trusses to comply with TPI Quality Control Manual and Other indicated requirements. END OF SECTION 06192 92005 SECTION 07200 Page 1 of 2 SECTION 07200 THERMAL INSULATION 1. GENERAL: 1.1 Provide and install building insulation indicated on drawings and specified herein. 1.2 Thermal Resistivity or "r -value" represents the reciprocal of thermal conductivity (k - value), which is the rate of heat flow through a homogenous material exactly 1 inch thick. Thermal resistivities are expressed by the temperature difference in degrees F between the two exposed faces required to cause one BTU to flow through one sq. ft. per hour at mean temperatures indicated. 1.3 Submittals: Submit product data for each form and type of insulation indicated. 2. PRODUCTS: 2.1 General: Provide preformed units in sizes to fit applications indicated, selected from manufacturer's standard thicknesses, widths, and lengths. 2.2 Extruded Polystyrene Board Insulation: ASTM C 578, type as indicated below; with 5 - year aged R -values per inch of 5.4 and 5 at 40 and 75 deg F (4.4 and 23.9 dec C), respectively. 2.3 Unfaced Mineral Fiber Blanket/Batt Insulation: ASTM C 665 for Type I (blankets without membrane facing); and as follows: Insulation in 2x6 walls shall be 5-1/2" thick fiber glass with R -value of 21. Ceiling/roof insulation shall have R -value indicated with two layers of fiberglass batts. 2.4 Polyethylene Vapor Retarder.- ASTM D 4397, 6.0 mils thick, with a maximum permeance rating of 0.13 perms. 2.5 Tape for Vapor Retarder: Pressure sensitive tape of type recommended by vapor retarder manufacturer for sealing joints and penetrations in vapor retarder. 2.6 Adhesive for Bondin4 Insulation: Product with demonstrated capability to bond insulation or mechanical anchors securely to substrates indicated without damaging or corroding either insulation, anchors, or substrates. 2.7 Insulation Barriers: Provide approved paper or cardboard barriers at building perimeter where required to provide positive ventilation of attic space. 92005 SECTION 07200 Page 2 of 2 3. EXECUTION 3.1General: Comply with insulation manufacturer's instructions for installation of insulation. 3.2 Support insulation units by adhesive or mechanical anchorage or both as applicable to location and conditions indicated. END OF SECTION 07200 92005 SECTION 07311 Page 1 of 2 SECTION 07311 ASPHALT SHINGLES 1. GENERAL 1.1 Scope of Work: Provide and install asphalt shingle roofing, underlayment and accessories as indicated. 1.2 Alternate 1: If Alternate 1 is accepted, asphalt shingles specified in this section are omitted. 1.3 Delivery, Storage and Handling: Deliver materials in manufacturer's unopened, labeled bundles, rolls or containers. Store materials to avoid water damage, and store rolled goods on end. Comply with manufacturers recommendations for job -site storage and protection. 1.4 Job Conditions: Proceed with shingle installation only when all penetrating work has been completed and when substrate is dry and weather conditions are favorable. 2. PRODUCTS 2.1 Asphalt Shingles shall be laminated strip shingles, fiberglass based asphalt shingles complying with ASTM -D-3018 bearing UL CLass A external fire exposure label weighing not less than 300 lbs per square. Color to be selected. Shingles shall be one of the following,or approved equal. Timberline by GAF Corp. Heritage 30 by Tamko Roofing Products Dimensionel Ili by Celotex Hip and Ridge Shingles: Manufacturer's standard factory pre-cut units to match shingles or job -fabricated units cut from actual shingles used. Roofing Felt: No. 15, asphalt -saturated unperforated organic roofing felt, complying with ASTM D 226, Type 1, 36" wide, approximate weight 18 lbs./square. Asohalt Plastic Cement: Fibrated asphalt cement complying with ASTM D 2822, designed for trowel application. Ice Sheet: Owens Corning Fiberglass Deck-Dri, or approved equal. Nails: Aluminum or hot -dip galvanized 11 or 12 gage sharp pointed conventional roofing nails with barbed shanks, minimum 3/8" diameter head, and of sufficient length to penetrate minimum 3/4" into solid decking or to penetrate through plywood sheathing. -Staples: Minimum 16 -gage zinc -coated steel roofing staples with minimum crown width of 15/16" and of sufficient length to penetrate 3/4" into deck lumber or through plywood deck. Metal Cap Flashing and Drip Edge: Minimum 26 gage prefinished steel sheet colorklad, or equal, formed to sizes and configurations shown or required. 92005 SECTION 07311 Page 2 of 2 3. INSTALLATION 3.1 General: Comply with published recommendations of shingle manufacturer details and recommendations of Steep Roofing section of NRCA Roofing and Waterproofing Manual for installation of underlayment and shingles, using number of nails and coursing of shingles in accordance with manufacturer's standards. 3.2 Provide ice grotection underlayment at all eaves to a point a minimum of 24" inside the exterior wall face. 3.3 Final Adiustment: Replace any damaged shingles and remove shingle installation debris from site. END OF SECTION 07311 92005 SECTION 07317 Page 1 of 1 SECTION 07317 WOOD SHINGLES 1. GENERAL 1 .1 Finish and install wood shingles roofing and accessories as specified herein. 1.2 Delivery, Storaae and Handling: Deliver materials in manufacturer's unopened bundles, rolls or containers with labels intact. Store materials to avoid water damage, and store rolled goods on end. Comply with manufacturers recommendations for job -site storage and protection. 2. PRODUCTS 2.1 Wood Shingles: Grade 1 Blue label sawn and kiln dried Certi-Guard Class C (Red Cedar Shingle & Handsplit Shake Bureau) western red cedar shingles, 16" length, 5" exposure. 2.2 Asphalt -Saturated Felt Underlavment• ASTM D 226, Type 1 (commonly referred to as No. 15); lay 36" wide strip of felt under first course, 18" strip covering 4" tail of each succeeding course. 2.3 Ice Sheet: Owens-Corning Fiberglass Deck-Dri or approved equal. 2.4 Nails: Hot -dipped zinc -coated or aluminum, or type and size recommended by RCS & HS Bureau. 3. EXECUTION 3.1 Install shingles beginning at lower end with a double layer starter course, projecting shingles 1-1/2" beyond sheathing. Space adjoining shingles 1/4" to 1/2" apart, nailing each shingle with two nails spaced 3/4" from edge of shingle and 1 " above butt line of subsequent course. Stagger edge joints a minimum of 1-1 /2" in succeeding courses. Install shingles to provide weather exposure as indicated. Cut and fit shingles at ridges and edges to provide maximum weather protection. 3.2 Provide Ice Protection Underlavment at all eaves to a point a minimum of 24" inside the exterior wall face. 3.3 Install metal flashing and vent flashing as indicated and in accordance with details and recommendations of Wood Shingle and Wood Shake section of "The NBCA Roofing and Waterproofing Manual" at all valleys and vertical penetrations. 3.4 Final Adiustment: Replace any damaged shingles and remove shingle installation debris from site. END OF SECTION 07317 92005 SECTION 07900 Page 1 of 2 SECTION 07900 JOINT SEALANTS 1. GENERAL 1.1 Furnish and install all joint sealants, backer rod, primers, and other accessories as indicated on drawings and specified herein. 1.2 Colors: Manufacturer's to be selected by Architect. 1.3 Compatibility: Provide materials selected for compatibility with each other and with substrates in each joint system; confirm with manufacturer. 1.4 General Characteristics: Provide type, grade, class, hardness and similar characteristics of material as indicated or, where not indicated, to comply with manufacturer's recommendations relative to exposures, traffic, weather conditions and other factors of the joint system for best possible overall performance. Except as otherwise indicated, joint sealers are required to permanently maintain airtight and waterproof seals, without failures in joint movement accommodation, cohesion, adhesion (where applicable), migration, staining, and other performances as specified. 2. PRODUCTS: 2.1 Sealant 1: Acrylic Latex with Silicone meeting ASTM C-834-76, DAP Acrylic latex with Silicone, or equal. Use as directed or wherever sealant type is not shown. 2.2 Sealant 2: Mildew resistant Silicone Sealant: Dow Corning 786 or equal. Use at perimeters of all plumbing fixtures and at control joints in ceramic the surfaces. 2.3 Sealant 3: One part Urethane Sealant for Horizontal Applications TT -S -203C, Type 1, Pecora Urexpan NR 201 or equal. Use at expansion joints in concrete pavements and floors. 2.4 Miscellaneous Accessories: Provide primers and sealers as required, bond breaker tapes and backer rod as recommended by sealant manufacturer. 3. EXECUTION: 3.1 Weather Conditions: Install exterior elastomeric sealants when temperature is in lower third of temperature range recommended by manufacturer for installation. 3.2 Clean ioint surfaces and prime or seal as recommended by sealant manufacturer. 3.3 Support sealants from back with construction as shown, or with joint filler or backer rod. 3.4 Install sealants o size and shape shown or, if not shown, with "hour glass" section profile and as follows: 92005 SECTION 07900 Page 2 of 2 Pavement/Sidewalk Traffic Joints: Depth equal to 75% of normal joint width but not more than 5/8" and not less than 3/8". Elastomeric Sealants, Non -Traffic Joints: Depth equal to 50% of normal joint width, but not more than 1/2" and not less than 1/4". Non-Elastomeric Sealants Non -Traffic Joints: Depth in range of 75% to 125% of normal joint width. 3.5 Install liquid sealants by proven methods which will ensure complete "wetting" of joint bond surfaces, without gaps or air pockets in beads, slightly concave on surface and slightly below adjoining surfaces, except form slight cove with sealant at inverted corner joints. END OF SECTION 07900 92005 SECTION 08100 Page 1 of 2 SECTION 08100 STEEL DOORS AND FRAMES 1. GENERAL 1.1 Finish and install all hollow metal doors and door frames shown and/or specified herein. 1.2 Standards: In addition to other specified requirements comply with Steel Door Institute "Recommended Specifications for Standard Steel Doors and Frames" ANSI/SDI-100. 1.3 Submittals: With manufacturer's standard details and specifications for steel doors and frames, submit shop drawinos showing elevation, detail conditions, location of hardware and reinforcement, connections and anchorage to adjoining construction application to project, as required. 2. PRODUCTS 2.1 Manufacturer: One of the following, or approved equal: Amweld Bldg. Products Div. Ceco Corp. Curries Mfg. Inc. Pioneer Republic Builders Prod. Corp. Steelcraft Mfg.. Co. 2.2 Materials: Hot -Rolled Steel Sheets and Stria: Commercial quality carbon steel, pickled and oiled, complying with ASTM A569 and ASTM A 568. Cold -Rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A 366 and ASTM A 568. Galvanized Steel Sheets: Zinc -coated carbon steel sheets of commercial quality, complying with ASTM A 526, or drawing quality, ASTM A 642, hot dipped galvanized in accordance with ASTM A 525, with A60 or G60 coating designation, mill phosphatized. 2.3 Su000rts and Anchors: Fabricate of not less than 18 -gage sheet steel; galvanized where used with galvanized frames. 2.4 Shog Aoolied Primer: Rust -inhibitive enamel or paint, either air -drying or baking, suitable as a base for specified finish paints complying with ANSI A224.1. 2.5 Fabrication: Fabricate units to be rigid, neat in appearance, and free from defects, warp or buckle. Weld exposed joints continuously, grind, dress, and make smooth, flush and invisible. 92005 SECTION 08100 Page 2 of 2 2.6 Prepare steel doors and frames to receive mortised and concealed finish hardware, including cutouts, reinforcing, drilling and tapping, complying with ANSI A 115 "Specifications for Door and Frame Preparation for Hardware". Reinforce units to receive surface- applied finish hardware to be field applied. Locate finish hardware as indicated or, if not indicated, per DHI "Recommended Locations for Builder's Hardware". 2.8'Doors: SDI grades and models specified below or as indicated on drawings or schedule: Interior Doors: ANSI/SDI-100, Grade II, heavy-duty, Model 3 or 4, minimum 18 -gage cold -rolled steel faces. Exterior Doors: ANSI/SDI-100, Grade III, extra heavy-duty, Model 4, minimum 16 -gage galvanized steel faces in compliance with SDI 112. Exterior doors shall have polystyrene or equal core V value 0.24. All exterior doors shall have flush channel at heads. 2.9 Frames: Comply with ANSI/SDI-100, of the types and styles indicated, for materials quality, metal gages, and construction details. Provide standard hollow metal frames for doors, transoms, sidelights, borrowed lights, and other openings as indicated. Prepare frames to receive 2 silencers on strike jambs of single door frames and on heads of double door frames. Provide 26 -gage steel plaster guards or mortar boxes, welded to frame, at back of hardware cutouts where installed in concrete, masonry or plaster openings. Protect inside faces of frames in plaster or masonry wall construction which are placed with anti -freeze additives, using high -build fibered asphalt emulsion coating. Form all frames from 16 -gage steel. Exterior frames shall be galvanized steel. 3. EXECUTION 3.1 Installation: Install hollow -metal units in accordance with manufacturer's instructions and final shop drawings (if any). Fit doors to frames and floors with clearances specified in ANSI/SDI-100. Install frames in accordance with SDI 105. Install fire -rated units in accordance with NFPA Std. No. 80. Finish hardware is specified in another Division 8 section. END OF SECTION 08100 92005 SECTION 08520 Page 1 of 1 SECTION 08520 ALUMINUM WINDOWS 1. GENERAL 1.1 Scope of Work: Provide and install all preglazed aluminum window units as shown on drawings and specified herein. 1.2 Submittals: Submit shop drawings showing elevations, details and anchorages for work not detailed in product data. 1.3 Testina and Performance Reauirements: Testing procedures and performance shall conform to all ANSI/AAMA 302.9-1977 A3 HP (65) requirements. 2. PRODUCTS 2.1 Window Units: Window units shall be EFCO series 660 thermally broken single hung aluminum windows and with sub frame head units as detailed, or approved equal, meeting or exceeding the performance requirements of the specified product. 2.2 Aluminum Sills: Provide extruded aluminum sills, Alcoa or equal or series indicated on drawings or as required by window manufacturer to meet installation requirements. Finish shall match windows. 2.3 Construction: Aluminum shall be commercial quality aluminum alloy 6063T5. Sash members shall be tubular design. Minimum wall thickness of sash and main frame members 0.062"; Frame sill, .094". 2.4 Hardware: Provide manufacturer's standard hardware of type (operational function) indicated. 2.5 Weatherstrippina: Provide manufacturer's standard stripping at each edge of each operable sash (vent). 2.6 Aluminum Finish: Finish shall be an electrostatically applied baked enamel finish in a selected dark bronze color. 2.7 Prealazed Construction: Glaze window units at shop prior to installation with 1 " tempered insulating glass, clear, two 1/4" tempered glass sheets with 1/2" air space. Comply with requirements of "Glass and Glazing" section for type of glass. 2.8 Provide stop to limit operation of window to 6 inches. 3. INSTALLATION/ERECTION: 3.1 Anchor window units securely in place plumb and level. Adjust and lubricate operating sash and hardware for proper operation. Clean aluminum surfaces promptly after installation; do not damage protective coating; repair minor damage of finish. Clean glass promptly after installation. END OF SECTION 08520 92005 SECTION 08700 Page 1 of 3 SECTION 08700 FINISH HARDWARE 1. GENERAL 1.1 Scooe of Work: Furnish and install hardward as specified herein. 1.2 Submittals: Submit five (5) copies of hardware schedule for approval. Submit templates to door and frame manufacturers to enable proper and accurate sizing of cutouts for hardware. 1.3 All products and installation threof in this section must meet requirements of the Americans with Disabilities Act and the accessibility provisions of the Minnesota State Building Code. Where products specified do not meet these standards or where the standards conflict, the Architect shall be notified prior to ordering or supplying the product. 2. PRODUCTS 2.1 Manufacturers: 3 BUTTS B - Brookline GJ - Glynn Johnson H - Hager N - Norton P - Pemko S - Schlage AC - Advance Corp. 2.2 Masterkey: Provide new master key and key individual locks as scheduled. 2.3 Hardware Schedule: GROUP 1 - PER DOOR H 3 BUTTS S 1 DEAD LOCK N 1 CLOSER B 1 PULL B 1 PUSH B 1 KICK PLATE P 1 THRESHOLD P 1 SWEEP P WEATHERSTRIP GJ 1 STOP GROUP 2 - PER DOOR H 3 BUTTS S 1 DEAD LOCK N 1 CLOSER BB1 168 4 1/2 X 4 1/2 X NRP X USP 8463 X 2 3/4 B.S. X 10-055 X 626 CLP -7700 BF X AL 775 X CUT FOR CYLINDER X 32D 775 X CUT FOR CYLINDER X 32D 10X34 X.050X32D 171 A X 36" 315AN X 36" 316AV 36" X 84" WB50 X 26D BB1168 4 1/2 X 4 1/2 X NRP X USP B 460P X 2 3/4 B.S. X 10-055 X 626 CLP -7700 BF(OUT); 7700 BF X AL (IN) 92005 SECTION 08700 Page 2of3 B 1 PULL 775 X CUT FOR CYLINDER X 32D B 1 KICK PLATE 10 X 34 X.050 X 32D P 1 THRESHOLD 171 A X 36" P 1 SWEEP 315AN X 36" P 1 WEATHERSTRIP 316AV 36" X 84" GROUP 3 - PER DOOR H 3 BUTTS BB1279 4 1/2" X 4 1/2" X NRP X USP S 1 DEADLOCK B463 X 2-3/4 B.S. X 10-055 X 626 N 1 CLOSER CLP 7700 BF X AL B 1 PULL 775 X CUT FOR CYLINDER X 32D B 1 PUSH 775 X CUT FOR CYLINDER X 32D B 1 KICK PLATE 10 X 34 X.050 X 32D P 1 THRESHOLD 254 X 196A X 36" P 1 SWEEP 315AN X 36" P 1 WEATHERSTRIP 316AV X 36" GJ 1 STOP GJ 80M -HD X 26D AC 1 SIGN TR 0608 [P101 (MEN) P102 WOMEN] GROUP 4 - PER DOOR H 3 BUTTS BB 1279 4 1/2 X 4 1/2 X NRP X USP S (ACT.) 1 DEADLOCK B460P X 2-3/4 B.S. X 10-055 X 626 S (ACT.) 1 PASSAGE D105 - RHO X 2-3/4 B.S. X ASA X 626 GJ (PAS.) 2 PUSH BOLTS F66 - 12" X VS 26D GJ (PAS.) 1 STRIKE DP -2 X US 26D GJ 1 HOLDER GJ80M - HD X US 26D P 1 THRESHOLD H171 X 72" (PER PAIR DOORS) P 1 SWEEP 315AN X 36" P 1 WEATHERSTRIP 316 AV 1/72" X 2/84" (PER PAIR DOORS) P 1 ASTRAGAL 303AS 2/84" (PER PAIR DOORS) GROUP 5 - PER DOOR H 3 BUTTS BB 1279 4 1/2 X 4 1/2 X NRP X USP S 1 DEAD LOCK 8462 X 2-3/4 B.S. X 10-055 X 626 N 1 CLOSER 7700 BF X AL B 1 PULL 775 X CUT FOR CYLINDER B 1 PUSH 775 X CUT FOR CYLINDER GJ 1 STOP WB50 X 26D AC 1 SIGN TR -0608 [P101 (MEN) P102 (WOMEN)) 92005 SECTION 08700 Page 3 of 3 GROUP 6 - PER DOOR H 3 BUTTS BB 1279 4 1/2 X 4 1/2 X NRP X USP S 1 DEADLOCK Bl 60N X 2-3/4 B.S. X 10-055 X 626 S 1 PASSAGE D10S-RHO X 2-3/4 B.S. X ASA X 626 GJ 1 STOP WB50 X 260 GROUP 7 PER DOOR H 3 BUTTS 1279 4 1/2 X 4 1/2 X NRP X USP S 1 DEADLOCK Bl 60N X 2-3/4 B.S. X 10-055 X 626 S 1 PASSAGE D10S-RHO X 2-3/4 B.S. X ASA X 626 GJ 1 STOP WB60 X 26D END OF SECTION 08700 92005 SECTION 08806 Page 1 of 2 SECTION 08806 GLASS AND GLAZING 1. GENERAL 1.1 Furnish and install all job installed glass as indicated and specified herein. Aluminum window units are factory glazed and are specified in Section 08520. 1.2 Standards: Provisions of this section are specified for general compliance with the following standards, which are applicable except as otherwise indicated. 2. PRODUCTS 2.1 Glazing Standard: Comply with FGMA "Glazing Manual" and "Sealant Manual." 2.2 Safety Glass Standard: Comply with ANSI Z97.1 and testing requirements of 16CFR Part 1201 for category II materials. 2.3 Sealed Insulating Glass Standard: ASTM E 774 Glass A units. Sealed Insulating Glass Units shall be 1 " thick units fabricated of two 1/4" clear tempered glass sheets with 1/2" air space, Glass shall comply with FS -DD -G-1403 for Grade B, Style I, Type I, quality q3, Class I. 2.4 Sealant-Tvoe Glazing Material: General: Provide colors indicated or as selected by Architect, black if not otherwise indicated/selected. Except as otherwise indicated, comply with manufacturer's recommendations for selection of hardnesses and other product variations to meet compatibility requirements and project/installation circumstances. Silicone Sealant: FS TT -S-001543, Class A. Butyl Rubber Glazing Tage: Partly -vulcanized self-adhesive, non -staining, 98% solids, elastomeric performance for 35% compression; passing 3000 -hr. Atlas Weatherometer test; plain or pre -shimmed, as required for installation. 3. EXECUTION 3.1General: Except as otherwise indicated, comply with glass manufacturer's instructions, glazing materials manufacturer's instructions, and "Glazing Manual" by FGMA and other technical publications of recognized authorities in the industry. Install each piece to achieve watertight and airtight performance, and to minimize breakage. 32. Provide glazing sealants, compounds, tapes and gaskets as indicated, making specific product selections in compliance with manufacturer's recommendations. Coordinate 92005 SECTION 08806 Page 2 of 2 materials for compatibility, and do not use solvent -release materials for glazing laminated glass, sealant -edged insulating glass, or glazing plastics. 3.3 Do not leave voids in the glazing channel except as specifically indicated or recommended by glass manufacturer. 3.4 Force sealants into channels, to eliminate voids and to effectively "wet" bond surfaced. Tool exposed surfaces to provide slight wash away from joint; trim and clean promptly. 3.5 Acceptance: Immediately prior to time of substantial completion, replace glass which is broken or otherwise damages, and wash and polish glass inside and out. END OF SECTION 08806 92005 SECTION 09300 Page 1 of 1 SECTION 09300 TILE WORK 1. GENERAL 1.1 Provide and install ceramic tile floor and wall finish as indicated on drawings and specified herein, 1.2 Standards: Mortar and grout materials and installation standards of the American National Standards Institute (ANSI) and Standard Specification for Ceramic Tile TCA 137.1 apply to the, work, except as otherwise indicated. 2. PRODUCTS 2.1 Wall and Floor the shall be 2" x 2" x 1/4" U.S. Ceramic or equal unglazed ceramic mosaic tile, "Standard Grade", all-purpose edge, mounted to sheets. Provide coved base and trim shapes of same material, size, color and texture as field tile. Colors to be selected. 2.2 Ceramic Mortar and Grout: ANSI A 108.1, materials and installation. Dry -Set Mortar: ANSI A 108.1, Commercial Cement Grout: Factory -blend of portland cement and additives. Hydroment Ceramic Tile Group/Joint Filler: Upco., USM Corp. L&M Acid -R Group: L&M-Surto Mfg., Inc. 3. EXECUTION 3.1 Installation: All tile shall be set with dry -set mortar or latex portland cement method in accordance with Tile Council of America method F113. Comply with ANSI A 108.1 and 108.4 through A 108.7, as applicable for type of tile and method of installation indicated. Comply with manufacturer's instructions for application for proprietary materials. 3.2 Joint Pattern: Use grid pattern with 1 /16" wide joints, unless otherwise indicated. 3.3 Grouting: Use commercial cement grout for joints in wall tile. Use a 1 -part portland cement. 1 -part findsand mixture for grouting floors; unless otherwise indicated. Color of grout to be selected 3.4 Cleaning and Protection: Clean tile in accordance with applicable ANSI standard for type of tile and method of installation used and manufacturer's instructions. Apply heavy Kraft paper or other heavy protective covering to prevent surface damage. END OF SECTION 09300 92005 SECTION 09680 Page 1 of 2 SECTION 09680 CARPET 1. GENERAL 1.1 Scope of Work: Furnish and install carpet by direct glue method as indicated on drawings and specified herein. 1.2 Submittals: in addition to product data, submit the following: Shop drawinas showing layout and seaming diagrams. Indicate pile or pattern direction and locations and types of edge strips. Show installation details at special conditions. 1.3 Substrate Conditions: No condensation within 48 hours on underside of 4 -foot by 4 - foot polyethylene sheet, fully taped at perimeter to substrate. pH of 9 or less when substrate wetted with potable water and pHydrion paper applied. 2. PRODUCTS 2.1 Carpet shall be Faculty 4 as manufactured by Lees Commercial Carpet or approved equal. 2.2 Carpet Edge Guard: Extruded or molded heavy duty vinyl or rubber of size and profile indicated; minimum 2 -inch -wide anchorage flange; manufacturer's standard colors. 2.3 Seamina Carpet: Hot -melt adhesive tape or similar product recommended by carpet manufacturer for taping seams and butting cut edges at backing to form secure seams and to prevent pile loss at seams. 2.4 Installation Adhesive: Water resistant and nonstaining as recommended by carpet manufacturer to comply with flammability requirements for installed carpet. 3. EXECUTION 3.1 Clear away debris and scrape up cementitious deposits from concrete surfaces to receive carpet; apply sealer to prevent dusting. 3.2 Installation, General: Comply with manufacturer's recommendations for seam locations and direction of carpet; maintain uniformity of carpet direction and lay of pile. Install carpet edge guard where edge of carpet is exposed; anchor guards to substrate. Install with pattern parallel to walls and borders. Fij sections of carpet prior to application of adhesive. Trim edges and butt cuts with seaming cement. Am* adhesive uniformly to substrate in accordance with manufacturer's instructions. Butt edges tight to form seams without gaps. Roll entire area lightly to eliminate air pockets and ensure uniform bond. 92005 SECTION 09680 Page 2 of 2 Remove adhesive from carpet surface with manufacturer's recommended cleaning agent. Remove and dispose of debris and unusable scraps. Vacuum with commercial machine with face -beater element. Remove spots. Replace carpet where spots cannot be removed. Remove protruding face yarn. Vacuum carpet. 3.3 Protection: Provide final protection and maintain conditions, in a manner acceptable to manufacturer and installer, to ensure carpet is not damaged or deteriorated at time of Substantial Completion. END OF SECTION 09689 92005 SECTION 09900 Page 1 of 3 SECTION 09900 PAINTING 1. GENERAL 1 Description of Work: Painting and finishing of interior and exterior items and surfaces, unless otherwise indicated. Paint all exposed surfaces, except as otherwise indicated. Colors will be selected by Architect from standard full range of colors available for the coatings required. 1.2 Work Not Included: Unless otherwise indicated, shop priming of ferrous metal items and fabricated components are included under their respective trades, Pre -finished items are not included. Unless otherwise indicated, painting not required on surfaces of concealed areas. Finished metals such as aluminum, stainless steel, bronze, and similar metals will not be painted. Do not paint any moving parts of operating units, or over any equipment identification, performance rating, name or nomenclature plates or code - required labels. 1.3 Delivery and Storage: Deliver materials to job site in new, original, and unopened containers bearing manufacturer's name, trade name, and label analysis. Store where indicated in accordance with manufacturer's instructions. 4 Protection: Protect work of other trades. Correct any painting related damages by cleaning, repairing or replacing, and refinishing, as directed by Architect. 1.5 Coordination: Provide finish coats which are compatible with prime paints used. Provide barrier coats over incompatible primers where required. Notify Architect in writing of anticipated problems using specified coatings with substrates primed by others. 2. PRODUCTS 2.1 All materials used on the project shall be the best quality as manufactured by Pratt & Lambert, Benjamin Moore, O'Brien, Glidden, Olympic or approved equal. 3. EXECUTION 3.1 Surface Preoaration• Perform preparation and cleaning procedures in strict accordance with coating manufacturer's instructions for each substrate condition. Remove hardware and accessories, machined surfaces, plates, lighting fixtures and similar items in place and not to be finish -painted or provide surface -applied protection. Reinstall removed items and remove protection coverings at completion of work. Seal wood required to be job -painted. Prime edges, ends, face, undersides and backsides of counters, cases, cabinets, counters, etc. use spar varnish for backpriming where transparent finish is required. 92005 SECTION 09900 Page 2 of 3 Backprime paneling only where masonry, plaster, or other wet wall construction occurs on backside. 3.2 Material Preoaratia'n: Mix, prepare, and store painting and finishing materials in accordance with manufacturer's directions. 3.3 Application: Apply painting and finishing materials in accordance with manufacturer's directions. use applicators, and techniques best suited for materials and surfaces to which applied. Apply additional coats when undercoats, stains and other conditions show through final paint coat, until paint film is of uniform finish, color and appearance. Paint interior surfaces of ducts, where visible through registers or grilles, flat, non - specular black. Finish exterior doors on tops, bottoms and edges same as exterior faces, unless otherwise indicated. Sand lightly between succeeding enamel or varnish coats. Omit first coat (primer) on metal surfaces which have been shop -primed and touch- up painted, unless otherwise specified. Apply prime coat to material which is required to be painted or finished, and which has not been prime coated by others. Apply each material at not less than the manufacturer's recommended spreading rate, to provide a total dry film to thickness of not less than 4.0 mils for entire coating system of prime and finish coats for 3 -coat work. Apply semi transparent stain by brush or roller -- back brush if applied by roller. 3.4 Comoleted Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements. 3.5 Painting Schedule: Exterior wood (including siding, trim, decking, columns and beam Two coats semi -transparent stain. Exterior metal (except wefinished) Touch up Shop primer Two coats Exterior Enamel Interior wood (stain finish) One coat semi -transparent stain. Interior metal One coat rust inhibitive metal primer (Touch up shop primer or primed material) Two coats satin enamel 92005 Interior Gypsum Board One coat latex primer -sealer Two coats latex satin enamel END OF SECTION 09900 SECTION 09900 Page 3 of 3 92005 SECTION 10000 Page 1 of 3 SECTION 10000 MISCELLANEOUS SPECIALTIES 1. GENERAL 1.1 Furnish and install!, all toilet accessories, toilet compartments, countertop lavatories, fire extinguishers, and exterior wall louvers as specified herein in quantities indicated on drawings. 1.2. Submit shop drawings and manufacturer's data and installation instructions for each product. 1.3 Handicapped Access ability Requirements: All specialties and accessories and the installation thereof must meet the requirements of the Americans with Disabilities Act and the requirements of the Minnesota State Building Code. 2. PRODUCTS 2.1 TOILET ACCESSORIES: General: Provide toilet and bath accessories as indicated or scheduled. Install units at locations and heights as indicated, plumb and level, firmly anchored, in accordance with manufacturer's instructions. Toilet Accessory Schedule: Provide as manufactured by one of the following; or approved equal: McKinney Parker Bobrick Stainless Steel Mirror Units (SS Mirror): Bobrick B 2906, or equal, stainless steel mirror with stainless steel frame, concealed vandal resistant anchors, sizes as indicated. Toilet Paper Holder: Bobrick C-274, double roll restricted, one at each toilet. Waste Receptacle: Bobrick-525, or equal. recessed stainless steel receptacle; one for each toilet room. Grab Bars: Bobrick B6206 series, or equal, 1-1/2" o.d. stainless steel bars with non- slip surface and concealed set screw anchorage, configuration as indicated; one set at each accessible toilet compartment. Sanitary Napkin Disposal: Bobrick B-354, or equal, mounted in partition between standard compartments; Bobrick B-3544 in handicapped accessible compartment, Women's Toilet Room. Hand Dryers: Bobrick B-7517, or approved equal, 230 V AC, 10 Amp; color to be selected; furnish two for each toilet room. 92005 SECTION 10000 Page 2 of 3 2.2 TOILET PARTITION Toilet Partitions shall be overhead braced solid plastic toilet doors and pilasters, Poly - Mar HD Series 1000 as manufactured by Santana Products Company, or approved equal. Materials: All materials, panels, doors, and pilasters, shall be fabricated from polymer resins under high pressure forming a single component section that is waterproof, corrosion -proof, impact -resistant, and non-absorbent, and which has a self-lubricating surface that resists marking with pens, pencils, lipsticks, and other writing or marking implements. Pilasters shall be 82" high and fastened to 3" high stainless steel shoes by means of theft proof stainless steel bolts. Construction: Partition panels and doors shall be 1 " thick, with all edges machined to a radius and all sharp corners removed. All doors shall be approximately 55" high and mounted 14" above finished floor. Full width aluminum edging strips shall be fastened to bottom edge of all doors and panels. Hardware: Hinges. door latches, door strikes, and wall brackets shall be bright -dip anodized aluminum. Fasteners, shoes shall be stainless steel. Furnish standard heavy duty door pulls, latches, stops, and coat hooks. Provide header with curtain hooks at shower as indicated. Provide full length continuous wall brackets for all panel to wall, and panel to pilaster connections. Color: To be selected. Installation: Installation shall be in accordance with approved drawings and manufacturer's standard recommendations. Approved shop drawings to be submitted through subcontractor and manufacturer showing plans, elevations, and details prior to fabrication and installation. All connections shall be made with tamper proof bolts. 2.3 FIRE EXTINGUISHERS: Dry Chemical Type: UL rated 2-A 10 -BC, 5 Ib. nominal capacity, enameled steel container, J.L. Industries Cosmic 5E, or equal, bracket mounted as indicated 2.4 LOUVERS: Stationary exterior louvers shall be Industrial Louver Model 258 or equal. Supply with loose Alcoa or equal aluminum sill. Finish of louver and sill shall be Kynar finish to be selected from standard colors. 92005 SECTION 10000 Page 3 of 3 2.5 COUNTERTOPS WITH INTEGRAL LAVATORY Countertor)s with intecaral lavatory bowls shall be 1/2" thick Dupont Corian or approved equal, with two 810S 13-3/8"x16-1 /2" bowls as indicated. Color to be selected from full range excluding Sierra colors. END OF SECTION 10400 92005 t SECTION 15300 Page 1 of 2 SECTION 15300 HEATING AND VENTILATION 1. GENERAL 1.1 Scooe of Work: The Heating and Ventilation Contractor shall provide all labor, materials and equipment necessary for a complete gas fired forced air heating system including furnace, all ductwork, louvers and registers, dampers, power fans, thermostats, and control wiring and other accessories required for complete installation. The Heating and Ventilation Contractor shall provide Toilet Room exhaust systems including grilles, fans, ductwork , wall and/or roof caps or soffit vents. The electrical subcontractor will be responsible for wiring and controls for Toilet Room exhaust fan and will provide power to a single point on or adjacent to the furnace for heating. Gas piping will be provided by plumbing contractor. The subcontractor shall be responsible for system engineering and obtaining all permits. 1.2 Protection of Eouinment and Duct Systems: Each outlet and return opening shall be property protected during the construction by capping openings and making it dust tight. Dust and dirt must be kept out of duct system during construction and delivery to Owner clean and ready to use. The furnace unit shall not be used for temporary heat without the use of filters which shall be changed every week under job construction conditions. All controls shall be operative. 1.3 Permits and Codes: All construction permits required to perform the work contained in this specification shall be paid for by the City and shall be purchased before work commences on the site. All work shall be installed in accordance with the local and state codes. 1.4 Testing and Adiusting Ventilation System: This contractor shall make adjustments of the heating system by properly setting all dampers to obtain the required airflow. 2. PRODUCTS AND INSTALLATION 2.1 Ductwork: All metal ductwork and flues, as shown, shall be galvanized iron. All sheet metal, shall be the best grade Keystone or ApolloBrand, heavily galvanized and of gauge as required by code. 2.2 All ductwork must be made practically air tight with large joints and seams caulked with asbestos cement. No open joints at the corners or elsewhere will be tolerated. All seams in ducts shall be standing seams with separate cleats mitered at the corners. All seams in vertical pipes shall be lock seams. Ducts shall be sufficiently braced to prevent vibration or sagging. All ductwork shall be substantially supported with hangers to the ceiling or otherwise, depending upon local conditions, placing supports not over 8'0" apart along the length 92005 SECTION 15300 Page 2 of 2 of the duct. All hangers shall be made of heavy 1 " wide straps rivited or bolted to sides of duct. The upper ends of hangers to be securely fastened to ceiling or masonry by means of expansion bolts. all necessary hangers, braces, tees, angles and supports shall be provided and secured in a satisfactory manner. Flexible connections shall be made at all points where any ductwork connects to a source of vibration. 2.3 All underground ductwork if required shall be PVC. 2.4 Grilles and Reoisters• This contractor shall furnish and install all diffusers, grilles and registers and such air distribution accessories as are necessary to effect uniform distribution of air, all as shown on the drawings as a part of the air supply and air exhaust systems. Supply registers shall be Titus Model 272RL5, or equal. Return air grilles shall be Titus Model 30G1, or equal Acceptable manufacturers are Titus Barber Colman, Tuttle and Bailey, and Air Balance, Inc. 2.5 Furnace: Furnace shall be Lennox Borg-Warner or approved equal of size required to provide a minimum inside temperature of 70 degrees at an outside temperature of -20 degrees. Minimum output shall be 80,000 BTU, 1640 cfm, 1/2 HP blower. 2.6 Furnace Flue: Extend class "B" flue up through roof and terminate with a weather cap. Flue shall be Metalbestos manufacturer or equal and have base section, Tee section, and intermediate sections. The horizontal flue shall also be a class "B" flue. 2.7 Controls: Provide a furnace control White -Rogers Model IF90 or approved equal. Mount Sensor in standard remote sensor housing in Multipurpose Room; thermostat controls in Equipment Room. 2.8 Exhaust Fans: Provide and install Loren Cook Company Gemini 5-10 or equal exhaust fans at each toilet room with duct work terminating at grille in building soffit. Interior and exterior grilles shall be metal grilles secured with tamper proof screws. Minimum capacity shall be 240 cfm. END SECTION 15300 92005 SECTION 15600 Page 1 of 3 SECTION 15600 PLUMBING 1. GENERAL 1.1 Scope of Work: The Plumbing Contractor shall provide all labor, materials and equipment necessary for complete installation of all plumbing systems, fixtures and piping indicated on the drawings and specified and scheduled herein. Water and sewer connections shall be made to existing services indicated. 1.2 The Plumbing Contractor shall provide gas piping for gas fired water heaters and gas fired furnaces. 1.3 Cutting and Patching: All cutting and patching or masonry shall be done at this contractor's expense, and shall be done in a neat and workmanlike manner. This contractor shall set all sleeves in new construction for his work. 1.4 Excavation: The mechanical subcontractor shall be responsible for all excavation and backfilling required for his work. Work shall conform with provisions of Section 02200. 1.5 Painting: All painting shall be by General Contractor. 1.6 Guarantee: This contractor shall be responsible for the proper installation and working of everything in this contract, and shall guarantee to remedy free of charge, any defects in workmanship and materials that may appear to give, or gives rise to trouble of any kind, for a period of one year from the time of final inspection or occupancy of the Owner. All mechanical apparatus, valves, etc., incorporated in this contract shall be guaranteed for one year. 1.7 Permits and Codes: All construction permits required to perform the work contained in this specification shall be acquired by this contractor. All work shall be installed in accordance with the local and state codes. 1.8 Department of Health Submittals: This contractor shall prepare and submit riser diagrams and all other drawings required by the State of Minnesota Department of Health and shall obtain and pay for permits required. Copies of submittals shall be provided to the Owner and the Architect. 1.9 Tests: All plumbing work shall be inspected, tested and approved as required by the local and state plumbing inspectors, and Department of Health. Tests shall be made in the presence of the proper inspectors or their duly authorized representatives and he shall furnish the engineer with a certificate. All work shall prove absolutely tight under required tests. All types of piping systems, except final tests of completed systems, shall be made before piping is covered or connected to fixtures and equipment. 92005 SECTION 15600 Page 2 of 3 1.10 Handicapped Accessibility Requirements: Fixtures indicated as handicapped accessible and the instructions thereof shall meet the requirements of the Americans with Disabilities Act and the accessibility requirements of the Minnesota State Building Code. 2. PRODUCTS 2.1 Water Piping: All underground water piping shall be type "K" copper. Water supplies above ground shall be hard drawn copper tube with sweated joints. Water services shall be 1 " copper pipe. Provide 1 " supply into each pipe chase, 1 " supply to each flush valve. i Water supply to 'remote drinking fountain (not mounted on building wall) may be approved plastic, water supply piping. Water supply piping shall not be run above ceilings in heated buildings. 2.2 Waste and Vent Piping: the above -ground waste, vent and downspout piping shall be scheduled 40 galvanized steel or no hub cast iron. 2.3 Inside Below Gound Sanitary Waste and Vent Piping: The sanitary sewer line shall be service weight cast iron. 2.4 Below Ground Sanitary Line Outside of Building: The sanitary sewer pressure main shall be cast iron water pipe with mechanical joints. 2.5 Gas Piping: All gas piping shall be schedule #40 black steel pipe. 2.6 Cleanout Fittings'; #58330 flush bronze adjustable with bronze cover frame. 2.7 Roof Jackets: Vent stacks from sewer, soil, waste and drain lines shall be extended at least 12" above roof, and shall be encased in galvanized iron frost jacket. The top of the frost jacket shall be designed as to permit the insertion therein of a testing plug of such form that it can be readily seen until removed, and said plug shall be removed at once after final inspection has been made and approved by the plumbing inspector. The vent pipe shall be cast iron where same passes through roof slab. The minimum size of any vent passing through roof slab shall be 2" in size. 2.8 Floor Drains: All floor drains provided under this contract shall be of Josam, J.R. Smith, Zurn, or Wade Manufacturer and shall be of type, material and construction indicated. Toilet Rooms: #30600 -AJ cast iron body, Nokoloy adjustable strainer and integral "p" trap with backwater valve. Mechanical Room: Same as Type "A" except P.B. strainer. 2.9 Fixture Schedule: Fixtures may be equivalent fixtures to those listed from alternate approved manufacturers: 92005 SECTION 15600 Page 3 of 3 Toilet: American Standard Instanto 251 1.012 Hanger: J.R. Smith type 430, single and double as required. Valve: Sloan Royal 143L with push-button operation and Sloan Easy -Access wallpanel and frame assembly with tamper proof screws. Seat: Church 9500C White Urinal: American Standard Washbrook 6401.011 Valve: Sloan Royal 195L with push-button operation. Provide Sloan Easy - Access wall panel and frame assembly with tamperproof screws. Lavatory: Countertop with integral lavatories is specified in Section 10000. Provide LK 174 grid strainer and Chicago Faucet No. 408A -E12 for each lavatory. Drinkina Fountain (DF -1): Most Dependable Fountains Model 440 dual pedestal model, modified as required to meet ADA standards, or approved equal. Color to be selected. Drinking Fountain (DF -2): Most Dependable Foundains Model 450, wall hung, or approved equal. Color to be selected. Service Sink: Fiat MSB 2424 molded stone basis Faucet: Chicago Faucet No. 897 Wall Hydrant: Woodford Model 74 Water Heaters: Provide one 10 gallon electric water heater Rheem 6AV-10S. END OF SECTION 15600 92005 SECTION 16100 Page 1 of 4 SECTION 16100 ELECTRICAL 1. GENERAL 1.1 The Electrical Contractor shall provide all equipment, labor and materials except as noted, necessary to complete the project in conformance with the drawings, Specifications and Contract Documents. The Contractor shall be responsible for the engineering of electrical systems provided herein. 1.2 Permits: The Contractor shall obtain and pay for all permits, procure certificates, and pay all fees required for the installation of work specified herein. 1.3 Codes and Standards - All materials used and work performed shall comply with the National Electrical Code, State and Local Codes, and the following, where applicable: ANSI - American National Standards Institute IES - Illuminating Engineering Society NFPA - National Fire Protection Association UL - Underwriters Laboratories, Inc. Where the Drawings and the Specifications call for construction in excess of minimum code requirements, these documents shall take precedence over the particular code requirements. Mounting heights for all equipment shall conform to the requirements of the Americans with Disabilities Act and the handicapped Accessibility requirements of the Minnesota State Building Code. 1.4 Examination of Site: The Contractor shall visit the site and familiarize himself with existing conditions and limitations before submitting a quotation for the work involved. 1.5 Coordination: The Contractor is referred to the Architectural, Structural and Mechanical Plans and Specifications. All such plans and specifications are Contract Documents. Electrical work shall not interfere with clearances required for General and Mechanical construction. Should electrical work be installed which interferes with the work of the other Contractors, such work shall be changed at no additional cost to the Owners. 1.6 Workmanship: The Contractor shall be a licensed master Electrician of the State in which the job is located. The work shall be done by experienced, competent mechanics in a first class, workmanlike manner. 1.7 Cutting, Patching and Cleaning: This Contractor shall do all cutting and patching required to install any portion of this work. Patch with new materials, of the same type as removed. Refinish patched surface to match existent adjacent surfaces. 92005 SECTION 16100 Page 2 of 4 Upon completion of the work, this Contractor shall remove all rubbish caused by this work, and shall thoroughly clean all equipment. Refinish or touchup the factory finish of all equipment marred during shipment or installation. 1.8 Guarantee: All work shall be guaranteed free of defects for a period of one year from date of final acceptance. All such defects shall be corrected by this Contractor at no expense to the owner. 1.9 Groundina: All electrical equipment, raceway, and devices shall be grounded in strict accordance with the N.E.C., Utility and Local Codes. 2. MATERIALS 2.1 All materials and equipment used in performance of the work shall be new and U.L. approached, Specification Grade unless specified otherwise. Equipment enclosures shall be NEMA 1 General Purpose for interior use, and Weatherproof for exterior use. 2.2 Conduit. Fittinas and Outlet Boxes: Conduit underground where protected from physical damage may be rigid PVC. Conduit exposed to weather shall be rigid galvanized steel. Conduit in dry above grade interior locations may be EMT. Outlet boxes shall be minimum of 4" trade size. 2.3 Wire: All wire shall be copper, #12 AWG minimum with Tw, THW, THHN, or THHW 600V insulation. 2.4 Wiring Devices: Receptacles shall be Hubbell, Slater, or Pass and Seymour. Devices shall be ivory in color. Switches shall be 20 amp., 1201277V, A.C. single pole Hubbell #1221. Receptacles shall be 20 amp grounding type, Hubbell #5362. Wall plates shall be stainless steel. Provide special purpose receptacles for special equipment where shown on the drawings. Verify exact configuration with equipment supplier. Provide GFI receptacles, 20 amp, 125 volt, duplex, 3 wire grounding type, Pass and Seymour #1591-F1. Provide flush weatherproof GFI receptacle enclosures, with gasketed, Bryant GFRWPH or equal. 92005 SECTION 16100 Page 3 of 4 2.5 SURFACE METAL RACEWAY Surface raceway shall be Wiremold 2000 Series multi outlet raceway, with outlets spaced 12" on center. Raceway shall be 3 wire, grounding type, 2 -circuit, with outlets wired on alternate circuits. 2.6 LIGHTING FIXTURES Provide lighting fixtures as shown on the Schedule of Drawings. All fixtures shall be U.L. approved. Furnish lamps specified for each fixture. Fluorescent ballasts shall be high power factor, with Class "P" protection, C.B.M. approved, and with sound rating of "A" or better. All fluorescent lamps shall be cool white. 2.7 EXTERIOR LIGHTING CONTROLS Provide complete exterior lighting combination photocell and time control systems for each building. Systems shall have 7 hay switch with spring reserve. Paragon NO. 7218-001 with CW 201-00 photo control. Provide a photocell mounted on the roof, pointed north, and connect to turn lights "ON" at sunset. 2.8 INTERIOR LIGHTING CONTROLS Each Toilet Room shall have a motion sensor switch located as detailed. Provide ceiling mounted sensor model MSCM-600 with transformer SDT 24 as manufactured by Bryant Electric or equivalent sensor by Sensarswitch. Provide standard toggle switch as shown for other areas. 2.9 ELECTRICAL SERVICE Electrical service will be 200 amp 120/240volt, single phase, 3 wire. Provide empty conduit stubbed out 30" below grade for connection of underground service cable to be provided by power company. 2.10 PANELBOARDS Provide electric service, C.T. cabinet meter sockets, and circuit breaker panel boards for each building as required. Panel boards shall be provided with main breakers and branch breakers as required. Panels shall be 120-240 v. single phase 3 wire 60 htz. Circuit breaker panelboards shall be as manufactured by Square D, Westinghouse, ITE, GE or comparable and shall have bolt on breakers. All circuit breakers shall be ambient compensated and quick -make, quick -break on manual and automatic operation. When any breaker is automatically tripped, the handle shall assume a center tripped position. Circuit breakers shall have an 92005 SECTION 16100 Page 4 of 4 instantaneous trip point of 10 to 15 times their ampere rating. Multiple breakers shall be common trip with individual spring pressure on each contact. Breakers shall be rated to interrupt the fault current available at each location. Provide a typewritten directory card on the interior of the panel door, with a description of each circuit. Balance branch circuits between phases of the system. 3. EXECUTION 3.1. _ Excavating and Backfilling: perform all trenching, backfill, compaction, repaving and resodding where necessary. Work shall conform with provision in Section 02200. 3.2 All conduit shall be concealed in masonry, walls, roof structure or underground. END OF SECTION 16100 92005