HAUSBECK PICKLE COMPANY, INC. WAREHOUSE … · project manual . for. hausbeck pickle company, inc. warehouse addition/ building renovations . saginaw, michigan . 1626 hess street

PROJECT MANUAL FOR

HAUSBECK PICKLE COMPANY, INC.

WAREHOUSE ADDITION/ BUILDING RENOVATIONS SAGINAW, MICHIGAN

1626 Hess Street SAGINAW, MICHIGAN 48601

May 31, 2013

OWNER

HAUSBECK PICKLE COMPANY, INC.

ARCHITECT / ENGINEER

William A. Kibbe & Associates, Inc. 1475 S. Washington Ave. Saginaw, Michigan 48601

WAK Project No. 13-1340-0070

Hausbeck Pickle Company, Inc. Project No. 13-1340-0070 Warehouse Addition/ Building Renovations Saginaw, Michigan

TABLE OF CONTENTS 00001

TABLE OF CONTENTS GENERAL DOCUMENTS 00000 – COVER PAGE 00001 – TABLE OF CONTENTS 00002- DRAWING INDEX 00020 - INVITATION TO BID 00310 - PROPOSAL FORM 01310 - PROJECT MANAGEMENT AND COORDINATION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION 01330 - SUBMITTAL PROCEDURES 01500 - TEMPORARY FACILITIES AND CONTROLS 08710- FINISH HARDWARE The balance of the Project Specifications are noted on the Drawings.

Hausbeck Pickle Company, Inc. Project No. 13-1340-0070 Warehouse Addition/ Building Renovation Saginaw, Michigan

DRAWING INDEX 00002

DRAWING INDEX TS TITLE SHEET ARCHITECTURAL A1.0 DEMOLITION DRAWINGS A2.0 OVERALL FIRST AND SECOND FLOOR PLANS A3.0 ENLARGED FIRST FLOOR PLAN- ADDITION A3.1 ENLARGED SECOND FLOOR PLAN- ADDITION A3.2 ENLARGED LOCKER AND RESTROOM PLANS AND INTERIOR ELEVATIONS A3.3 ROOM FINISH AND DOOR AND FRAME SCHEDULES AND DETAILS A4.0 ENLARGED STAIR PLANS, SECTION AND DETAILS A5.0 EXTERIOR ELEVATIONS- ADDITION A5.1 BUILDING SECTIONS- ADDITION AND VESTIBULE A6.0 ROOF PLAN AND DETAILS- ADDITION A7.0 WALL SECTIONS A8.0 ENLARGED LABORATORY CASEWORK PLANS, ELEVATIONS AND DETAILS A8.1 ENLARGED LUNCHROOM PLANS, ELEVATIONS, CABINETS AND DETAILS A9.0 REFLECTED CEILING PLANS- ADDITION STRUCTURAL S1.0 NOTES S1.1 FOUNDATION/ FIRST FLOOR PLAN S1.2 SECOND FLOOR FRAMING PLAN S1.3 ROOF FRAMING PLAN S1.4 FOUNDATION/ FIRST FLOOR DETAILS S1.5 SECOND FLOOR/ ROOF DETAILS S1.6 TYPICAL DETAILS S1.7 TYPICAL DETAILS AND SCHEDULES PLUMBING P1.1 FIRST FLOOR DWV PLAN- ADDITION P1.2 FIRST FLOOR DOMESTIC WATER PLAN- ADDITION P1.3 ENLARGED LOCKER AND RESTROOM PLUMBING PLANS P1.4 PLUMBING STANDARD DETAILS


INVITATION TO BID 00020 - 1

SECTION 00020 - INVITATION TO BID 1.1 GENERAL A. The Owner requests proposals on Work as follows: 1. Project: Warehouse Addition and Building Renovations 2. Project Address: 1626 Hess Street Saginaw, Michigan 48601 3. Owner: Hausbeck Pickle Company, Inc. 4. Engineer: William A. Kibbe & Associates, Inc. Bob Kjorli – Project Manager Cell # 989-239-4245 5. Bid Due: Prior to 2:00 p.m. EST time, June 13, 2013 6. Place Due: Proposal Form via email to: [email protected]

B. The term “Warehouse Addition” as used in this document, shall be comprised of the following work (general overview, not intended to be all inclusive, including but not limited to):

1. Prepare site/surroundings in affected area to receive new addition on the west side of the

existing facility. 2. Site prep to include stockpiling of topsoil, selective demolition of walks and asphalt paving,

miscellaneous landscaping demo and verification of underground utilities in the affected area.

3. Selective building demolition and rework of various openings for relocated louvers, doors and windows.

4. Construction of a new two-story addition measuring approximately 2000 SF per story, including Lunchroom, Laboratory, Stair and Sanitation Room on the First Level; Office Spaces and Stair on the Second Level. Reinforced concrete foundation system, concrete slab on grade, combination steel column/beam and load-bearing masonry perimeter walls, cavity insulation, CMU veneer, steel beam/ concrete slab/metal deck second floor system, sloped steel framed roof/ metal deck with poly-iso and metal roofing. Upper level metal siding/cladding system.

5. Plumbing work, both underground and above grade, is to be included in this work scope. 6. The Owner intends to hire an HVAC Contractor and an Electrical Contractor outside the

scope of work for this package. It is assumed and understood that the successful bidder will be required to coordinate his work and the requirements of this package, with any other work associated with the Owner’s HVAC and Electrical Contractors.

The term “Building Renovations” as used in this document, shall be comprised of the following

work (general overview, not intended to be all inclusive, including but not limited to):

1. Creation of a new “air lock” vestibule within the existing building footprint, near the intersection of column lines A and 10.


INVITATION TO BID 00020 - 2

2. Metal panel covering of the existing interior warehouse exposed roof insulation, in the approximate area bounded by column lines A, L, 6 and 10.

3. Renovation of the existing quality control laboratory and lunch room, to create a newly expanded men’s locker room. Note: This work may not commence until the proposed new laboratory and lunchroom are constructed and fully functioning in the new addition.

4. Plumbing work related to the new men’s locker room, including trough sink and floor drain. 5. Locker bases and installation of men’s lockers (supplied by Owner), locker room benches

and drip racks for raingear. 6. Selective demolition and miscellaneous patching and finishing work as indicated.

All work to be provided as shown in the contract documents prepared by William A. Kibbe & Associates, Inc. dated May 31, 2013.

C. Declining:

Any firm declining to provide a proposal on this project must state so in writing and return the bidding documents prior to the bid due date.

D. Withdrawal: Bids may not be withdrawn for a period of (30) thirty calendar days after the bid due date. END OF SECTION 00020


PROPOSAL FORM 00310 - 1

SECTION 00310 - PROPOSAL FORM TO: HAUSBECK PICKLE COMPANY, INC. (Hereinafter called “Owner”) ATTN: TIM HAUSBECK Date__________________________ Having read the specifications and examined the drawings for the subject project, __________________________________________________________ (Hereinafter called “Contractor”) offers the following proposal for the construction of the Hausbeck Pickle Company Warehouse Addition and Building Renovations in Saginaw, Michigan. Having examined the Project Manual and Construction Documents prepared by William A. Kibbe & Associates, Inc. and being familiar with the site of the proposed work, and with all conditions surrounding construction of proposed project including availability of materials and labor, Contractor hereby proposes to furnish all labor, materials, tools, equipment, supervision, and services required for the completion of the work in accordance with Request for Proposal and Construction Documents, within time set forth herein, at the price stated below. This price covers all expenses incurred in performing the work required as listed in the Project Manual and Construction Documents. The total lump sum for the combined General Construction contract (excluding mechanical and electrical trades) is _____________________________________________________ Dollars $___________________ Note: The “Building Renovations” work must be a stand alone price, including its own General Conditions, and may or may not be awarded in conjunction with the “Warehouse Addition” work. For quote analysis, the base quote must be subdivided as outlined below: General Conditions $____________________ Warehouse Addition $____________________ Building Renovations $____________________ TOTAL BASE BID $_ ___ __________________ Exceptions to the Project Specifications: If none, please indicate _____ No exceptions taken to the Project Specifications.



SUBCONTRACTORS: The Contractor shall state here the names of the Subcontractors that form the basis of this quote. Work Item Subcontractor's Name Value Concrete Work __________________________________________________________________ Masonry Work_________________________________________________________________ ______ Steel Work____________________________________________________________________________ Metal Ceiling Panels (Interior) _____________________ Metal Siding Panels/ Roofing _____________________ Carpentry- Rough ____________ ____________ Carpentry- Finish ____________ ____________ Drywall/ Acoustical____________________________________________________________________ Plumbing_____________________________________________________________________________ PRICE GUARANTEE The prices stated in this quotation are guaranteed for days from date thereof, and, if authorized to proceed within that period, we will agree to complete the work covered by this quotation at said price. All taxes are in included in above base Proposals. Each contractor agrees that this Proposal will be valid, and will not be withdrawn for a period of 30 calendar days after the date for opening of the Proposal. Contractor understands the Owner reserves the right to reject any or all Proposals and to waive any informalities or irregularities therein. Upon notice of acceptance of this Proposal, the Contractor will execute Contract Agreement to Owner within 7 days. Contractor, if awarded a Contract, hereby agrees to commence work under this contract on or before a date to be specified within the “Notice to Proceed” of Owner and to fully complete the Warehouse Addition project within ____________________ consecutive calendar days thereafter. Assuming the Authorization to Proceed came within two weeks of the bid due date, the building renovations work would be completed in a timeframe commencing on _________________, 2013 and be completed by _______________, 2013. Contractor agrees, that if invited to a pre-award conference for review and discussion of his proposal, that he will prepare and provide a milestone schedule demonstrating his ability and intent to complete the project as required by the bid documents. Contractor acknowledges receipt of the following Addenda: ___________________________________________________________________________________



____________________________________________________________________________________ RESPECTFULLY SUBMITTED, Signature: ______________________________________ Printed Name: ______________________________________ Company: ______________________________________ Business Address: ______________________________________ Telephone Number: ______________________________________ Email: ___________________________________________


PROJECT MANAGEMENT AND COORDINATION 01310 - 1

SECTION 01310 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. General Project coordination procedures. 2. Coordination Drawings. 3. Project meetings.

1.2 COORDINATION

A. Coordination: Coordinate construction operations included in various Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

B. If necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Contractor's Construction Schedule. 2. Preparation of the Schedule of Values. 3. Installation and removal of temporary facilities and controls. 4. Delivery and processing of submittals. 5. Progress meetings. 6. Pre-installation conferences. 7. Project closeout activities.



1.3 PROJECT MEETINGS

A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated.

1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times.

2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Record significant discussions and agreements achieved. Distribute the

meeting minutes to everyone concerned, including Owner and Architect, within 3 days of the meeting.

B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 7 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments.

1. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; manufacturers; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Discuss items of significance that could affect progress, including the following:

a. Tentative construction schedule. b. Phasing. c. Critical work sequencing. d. Designation of responsible personnel. e. Procedures for processing field decisions and Change Orders. f. Procedures for processing Applications for Payment. g. Distribution of the Contract Documents. h. Submittal procedures. i. Preparation of Record Documents. j. Use of the premises. k. Responsibility for temporary facilities and controls. l. Parking availability. m. Office, work, and storage areas. n. Equipment deliveries and priorities. o. First aid. p. Security. q. Progress cleaning. r. Working hours.

C. Pre-installation Conferences: Conduct a pre-installation conference at Project site before each construction activity that requires coordination with other construction.

1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and



installations that have preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates.

2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:

a. Contract Documents. b. Options. c. Related Change Orders. d. Purchases. e. Deliveries. f. Submittals. g. Review of mockups. h. Possible conflicts. i. Compatibility problems. j. Time schedules. k. Weather limitations. l. Manufacturer's written recommendations. m. Warranty requirements. n. Compatibility of materials. o. Acceptability of substrates. p. Temporary facilities and controls. q. Space and access limitations. r. Regulations of authorities having jurisdiction. s. Testing and inspecting requirements. t. Required performance results. u. Protection of construction and personnel.

3. Record significant conference discussions, agreements, and disagreements. 4. Do not proceed with installation if the conference cannot be successfully concluded.

Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.

D. Progress Meetings: Conduct progress meetings at weekly intervals. Coordinate dates of meetings with preparation of payment requests.

1. Attendees: In addition to representatives of Owner and Architect, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project.

a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.



b. Review present and future needs of each entity present, including the following:

1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries. 5) Off-site fabrication. 6) Access. 7) Site utilization. 8) Temporary facilities and controls. 9) Work hours. 10) Hazards and risks. 11) Progress cleaning. 12) Quality and work standards. 13) Change Orders. 14) Documentation of information for payment requests.

3. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report.

a. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01310


CONSTRUCTION PROGRESS DOCUMENTATION 01320 - 1

SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Contractor's Construction Schedule. 2. Submittals Schedule.

1.2 SUBMITTALS

A. Submittals Schedule: Submit three copies of schedule. Arrange the following information in a tabular format:

1. Specification Section number and title. 2. Submittal category (action or informational). 3. Name of subcontractor. 4. Description of the Work covered.

B. Contractor's Construction Schedule: Submit two Insert number printed copies of initial schedule, one a reproducible print and one a blue- or black-line print, large enough to show entire schedule for entire construction period.

C. Daily Construction Reports: Submit two copies at weekly intervals.

1.3 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors.

B. Coordinate Contractor's Construction Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from parties involved.

2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence.



PART 2 - PRODUCTS

2.1 SUBMITTALS SCHEDULE

A. Preparation: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, resubmittal, ordering, manufacturing, fabrication, and delivery when establishing dates.

1. Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and Contractor's Construction Schedule.

2. Submit concurrently with the first complete submittal of Contractor's Construction Schedule.

2.2 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL

A. Time Frame: Extend schedule from date established for commencement of the Work to date of Final Completion.

1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.

B. Activities: Treat separate area as a separate numbered activity for each principal element of the Work. Comply with the following:

1. Activity Duration: Define activities so no activity is longer than 20 days, unless specifically allowed by Architect.

2. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

3. Submittal Review Time: Include review and resubmittal times indicated in Division 1 Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule.

4. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion.

C. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Phasing: Arrange list of activities on schedule by phase.

a. Coordination with existing construction. b. Limitations of continued occupancies. c. Uninterruptible services. d. Use of premises restrictions. e. Environmental control.



2. Work Stages: Indicate important stages of construction for each major portion of the Work.

D. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis to demonstrate the effect of the proposed change on the overall project schedule.

2.3 REPORTS

A. Daily Construction Reports: Prepare a daily construction report recording events at Project site, including the following:

1. High and low temperatures and general weather conditions. 2. Accidents. 3. Stoppages, delays, shortages, and losses. 4. Orders and requests of authorities having jurisdiction. 5. Services connected and disconnected. 6. Equipment or system tests and startups.

B. Field Condition Reports: Immediately on discovery of a difference between field conditions and the Contract Documents, prepare a detailed report. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.

PART 3 - EXECUTION

3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE

A. Contractor's Construction Schedule Updating: At weekly intervals, update schedule to reflect actual construction progress and activities. Issue schedule two days before each regularly scheduled progress meeting.

1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.

2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.

3. As the Work progresses, indicate Actual Completion percentage for each activity.

B. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. Post copies in Project meeting rooms and temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and post in the

same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.



SUBMITTAL PROCEDURES 01330 - 1

SECTION 01330 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals.

B. See Section "Construction Progress Documentation" for submitting schedules and reports, including Contractor's Construction Schedule and the Submittals Schedule.

C. See Division 1 Section "Closeout Procedures" for submitting warranties.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Architect's responsive action.

B. Informational Submittals: Written information that does not require Architect's approval. Submittals may be rejected for not complying with requirements.

1.3 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities.

C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal.

1. Initial Review: Allow 7 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Architect will advise Contractor when a submittal being processed must be delayed for coordination.



2. If intermediate submittal is necessary, process it in same manner as initial submittal. 3. Allow 7 days for processing each resubmittal. 4. No extension of the Contract Time will be authorized because of failure to transmit

submittals enough in advance of the Work to permit processing.

D. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 4 by 5 inches on label or beside title block to record

Contractor's review and approval markings and action taken by Architect. 3. Include the following information on label for processing and recording action taken:

a. Project name. b. Date. c. Name and address of Architect. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Unique identifier, including revision number. i. Number and title of appropriate Specification Section. j. Drawing number and detail references, as appropriate. k. Other necessary identification.

E. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

F. Additional Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

1. Additional copies submitted for maintenance manuals will not be marked with action taken and will be returned.

G. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form.

1. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents.

H. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

I. Use for Construction: Use only final submittals with mark indicating action taken by Architect in connection with construction.



PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Number of Copies: Submit three copies of each submittal, unless otherwise indicated. Architect will return two copies. Mark up and retain one returned copy as a Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable:

a. Manufacturer's written recommendations. b. Manufacturer's product specifications. c. Manufacturer's installation instructions. d. Manufacturer's catalog cuts. e. Wiring diagrams showing factory-installed wiring. f. Printed performance curves. g. Operational range diagrams. h. Compliance with recognized trade association standards. i. Compliance with recognized testing agency standards.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Include the following information, as applicable:

a. Dimensions. b. Identification of products. c. Fabrication and installation drawings. d. Roughing-in and setting diagrams. e. Wiring diagrams showing field-installed wiring, including power, signal, and

control wiring. f. Shopwork manufacturing instructions. g. Templates and patterns. h. Schedules. i. Notation of coordination requirements. j. Notation of dimensions established by field measurement.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 24 by 36 inches.

D. Coordination Drawings: Comply with requirements in Section "Project Management and Coordination."



E. Samples: Prepare physical units of materials or products, including the following:

. 1. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or

sections of units showing the full range of colors, textures, and patterns available.

a. Submit one full set of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return submittal with options selected.

2. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from the same material to be used for the Work, cured and finished in manner specified, and physically identical with the product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

a. Submit three sets of Samples. Architect will retain two Sample sets; remainder will be returned.

3. Preparation: Mount, display, or package Samples in manner specified to facilitate review of qualities indicated. Prepare Samples to match Architect's sample where so indicated. Attach label on unexposed side.

4. Submit Samples for review of kind, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and installed.

5. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

F. Product Schedule or List: Prepare a written summary indicating types of products required for the Work and their intended location.

G. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation."

H. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design.

2.2 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated. Architect will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be



signed by an officer or other individual authorized to sign documents on behalf of that entity.

B. Contractor's Construction Schedule: Comply with requirements in Section "Construction Progress Documentation."

C. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements.

D. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project.

E. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements. Include evidence of manufacturing experience where required.

F. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements.

G. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements.

H. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

I. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements.

J. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

K. Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.

L. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.

M. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a



product or equipment. Include name of product and name, address, and telephone number of manufacturer.

N. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

3.2 ARCHITECT'S ACTION

A. General: Architect will not review submittals that do not bear Contractor's approval stamp and will return them without action.

B. Action Submittals: Architect will review each submittal, make marks to indicate corrections or modifications required, and return it. Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken.

C. Informational Submittals: Architect will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Architect will forward each submittal to appropriate party.

D. Submittals not required by the Contract Documents will not be reviewed and may be discarded.



TEMPORARY FACILITIES AND CONTROLS 01500 - 1

SECTION 01500 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities.

1.2 DEFINITIONS

A. Permanent Enclosure: As determined by Architect, permanent or temporary roofing is complete, insulated, and weathertight; exterior walls are insulated and weathertight; and all openings are closed with permanent construction or substantial temporary closures.

1.3 USE CHARGES

A. General: Cost or use charges for temporary facilities are not chargeable to Owner or Architect and shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Owner's construction forces Architect testing and inspecting agencies and personnel of authorities having jurisdiction.

B. Water Service: Use water from Owner's existing water system without metering and without payment of use charges.

C. Electric Power Service: Use electric power from Owner's existing system without metering and without payment of use charges.

1.4 PROJECT CONDITIONS

A. Temporary Utilities: At earliest feasible time, when acceptable to Owner, change over from use of temporary service to use of permanent service.

1. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities.

B. Conditions of Use: The following conditions apply to use of temporary services and facilities by all parties engaged in the Work:

1. Keep temporary services and facilities clean and neat. 2. Relocate temporary services and facilities as required by progress of the Work.



PART 2 - PRODUCTS

2.1 MATERIALS

A. General: Provide new materials. Undamaged, previously used materials in serviceable condition may be used if approved by Architect. Provide materials suitable for use intended.

B. Tarpaulins: Fire-resistive labeled with flame-spread rating of 15 or less.

C. Temporary wall and wall coverings: As required to minimize dust and debris from entering the existing production facilities. Layout, extents, and materials to be submitted for approval prior to installation.

2.2 EQUIPMENT

A. Field Offices: Prefabricated, mobile units, or job-built construction with lockable entrances, operable windows, and serviceable finishes; heated and air conditioned; on foundations adequate for normal loading.

B. Fire Extinguishers: Hand carried, portable, UL rated. Provide class and extinguishing agent as indicated or a combination of extinguishers of NFPA-recommended classes for exposures.

1. Comply with NFPA 10 and NFPA 241 for classification, extinguishing agent, and size required by location and class of fire exposure.

C. Self-Contained Toilet Units: Single-occupant units of chemical, aerated recirculation, or combustion type; vented; fully enclosed with a glass-fiber-reinforced polyester shell or similar nonabsorbent material.

D. Heating Equipment: Unless Owner authorizes use of permanent heating system, provide vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control.

1. Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units is prohibited.

E. Electrical Outlets: Properly configured, NEMA-polarized outlets to prevent insertion of 110- to 120-V plugs into higher-voltage outlets; equipped with ground-fault circuit interrupters, reset button, and pilot light.

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Locate facilities where they will best serve the project and result in minimum interference with performance of the Work. Relocate and modify facilities as required.



B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities.

3.2 TEMPORARY UTILITY INSTALLATION.

A. Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment from that specified that will not have a harmful effect on completed installations or elements being installed.

1. Maintain a minimum temperature of 50 deg F in permanently enclosed portions of building for normal construction activities, and 65 deg F for finishing activities and areas where finished Work has been installed.

B. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of high humidity. Select equipment from that specified that will not have a harmful effect on completed installations or elements being installed. Coordinate ventilation requirements to produce ambient condition required and minimize energy consumption.

C. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations and traffic conditions.

1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system.

2. Install exterior-yard site lighting that will provide adequate illumination for construction operations, traffic conditions, and signage visibility when the Work is being performed.

3. At your temporary office, post a list of important telephone numbers, including police and fire departments ambulance service, Contractor's home office, Architect's office, and principal subcontractors' field and home offices.

4. Provide a portable cellular telephone for superintendent's use in making and receiving telephone calls when away from field office.

3.3 SUPPORT FACILITIES INSTALLATION

A. General: Comply with the following:

1. Locate field offices, storage sheds, sanitary facilities, and other temporary construction and support facilities for easy access.

2. Provide incombustible construction for offices, shops, and sheds located within construction area or within 30 feet of building lines. Comply with NFPA 241.

3. Maintain support facilities until near Substantial Completion. Remove before Substantial Completion. Personnel remaining after Substantial Completion will be permitted to use permanent facilities, under conditions acceptable to Owner.



B. Project Identification and Temporary Signs: Prepare Project identification and other signs in sizes indicated. Install signs where indicated to inform public and persons seeking entrance to Project. Do not permit installation of unauthorized signs.

1. Engage an experienced sign painter to apply graphics for Project identification signs. Comply with details indicated.

2. Prepare temporary signs to provide directional information to construction personnel and visitors.

C. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste.

1. If required by authorities having jurisdiction, provide separate containers, clearly labeled, for each type of waste material to be deposited.

D. Existing Stair Usage: Use of Owner's existing stairs will be permitted, as long as stairs are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore stairs to condition existing before initial use.

1. Provide protective coverings, barriers, devices, signs, or other procedures to protect stairs and to maintain means of egress. If, despite such protection, stairs become damaged, restore damaged areas so no evidence remains of correction work.

E. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Avoid using tools and equipment that produce harmful noise. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near Project site.

F. Tree and Plant Protection: Install temporary fencing located as indicated or outside the drip line of trees to protect vegetation from construction damage. Protect tree root systems from damage, flooding, and erosion.

G. Security Enclosure and Lockup: Install substantial temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security.

H. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and public of possible hazard. Where appropriate and needed, provide lighting, including flashing red or amber lights.

I. Temporary Enclosures: Provide temporary enclosures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior.



1. Where heating or cooling is needed and permanent enclosure is not complete, provide insulated temporary enclosures. Coordinate enclosure with ventilating and material drying or curing requirements to avoid dangerous conditions and effects.

2. Vertical Openings: Close openings of 25 sq. ft. or less with plywood or similar materials. 3. Horizontal Openings: Close openings in floor or roof decks and horizontal surfaces with

load-bearing, wood-framed construction. 4. Install tarpaulins securely using fire-retardant-treated wood framing and other materials.

J. Temporary Partitions: Erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migration and to separate areas from fumes and noise.

1. Construct dustproof partitions of not less than nominal 4-inch studs, 5/8-inch type “X” gypsum wallboard both sides with joints taped on both sides.

2. Seal joints and perimeter. Equip partitions with dustproof doors and security locks. 3. Protect air-handling equipment. 4. Weatherstrip openings.

K. Temporary Fire Protection: Until fire-protection needs are supplied by permanent facilities, install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses.

1. Provide fire extinguishers, installed on walls on mounting brackets, visible and accessible from space being served, with sign mounted above.

a. Locate fire extinguishers where convenient and effective for their intended purpose. Provide not less than one extinguisher on each floor at or near each usable stairwell.

2. Store combustible materials in containers in fire-safe locations. 3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire-

protection facilities, stairways, and other access routes for firefighting. Prohibit smoking in hazardous fire-exposure areas.

4. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition.

5. Develop and supervise an overall fire-prevention and first-aid fire-protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information.

3.4 OPERATION, TERMINATION, AND REMOVAL

A. Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse, limit availability of temporary facilities to essential and intended uses.

B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage caused by freezing temperatures and similar elements.



1. Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage.

2. Prevent water-filled piping from freezing. Maintain markers for underground lines. Protect from damage during excavation operations.

C. Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired.

1. Materials and facilities that constitute temporary facilities are the property of Contractor. Owner reserves right to take possession of Project identification signs.

2. At Substantial Completion, clean and renovate permanent facilities used during construction period.



FINISH HARDWARE 08710 - 1

SECTION 08710 - FINISH HARDWARE PART 1 - GENERAL 1.1 SUMMARY A. Work included: 1. Furnish hardware required to complete the work as shown on the drawings and as

specified herein; 2. Furnish trim attachments and fastenings, specified or otherwise required, for proper and

complete installation. 3. Furnish all items of Finish Hardware specified, scheduled, shown or required herein

except those items specifically excluded from this section of the specification. B. Related work: 1. Division 1 – General Requirements 2. Division 6 – Rough Carpentry 3. Division 6– Finish Carpentry: Installation of Finish Hardware 4. Division 8 – Steel Doors and Frames 5. Division 8 – Wood Doors 6. Division 8 – Special Doors 7. Division 8 – All Glass Entrances and Storefronts 8. Division 8 – Aluminum Framed Entrances and Storefronts 9. Division 16 – Smoke Detection Systems 10. Division 16 – Security Access Systems C. Specific Omissions: Hardware for the following is specified or indicated elsewhere, unless specifically listed in the hardware sets: 1. Cabinet Hardware. 2. Signs, except as noted. 3. Folding partitions, except cylinders where detailed. 4. Sliding aluminum doors 5. Chain link and wire mesh doors and gates 6. Access doors and panels 7. Overhead and Coiling doors 8. Revolving Doors 1.2 REFERENCES A. National Fire Protection Associations (NFPA): 1. NFPA 101-2009, "Life Safety Code" 2. NFPA 80-2007, "Installation of Fire Doors and Windows" B. Michigan Building Code -2009 C. American National Standards Institute (ANSI): 1. ANSI A 156 Standards series. 2. ICC/ANSI A117.1-2003 Accessible and Usable Buildings and Facilities.



1.3 DEFINITIONS A. "Finish Hardware": Items required for swinging, sliding and folding doors, except special

types of unique and non-matching hardware specified under door and frame Sections of these Specifications.

1.4 SYSTEM DESCRIPTION A. Design requirements: 1. Review of hardware requirements: a. Thoroughly review finish hardware schedule, comparing it with the floor plan, door

schedule, and door details to verify hardware requirements, quantities, door swings, finishes, and sizes.

b. If an inconsistency or error in the proposed construction documents is suspected, the hardware supplier is to bring it immediately to the attention of the Architect. If the quantity of items is questioned, for bidding purposes, assume the higher quantity is required and price accordingly.

c. Architect’s review of Submittals is for design concept only, and does not relieve the Contractor of the responsibility to furnish sufficient material and functions required for a complete and code-worthy installation. Determination of all quantities is the responsibility of the Contractor.

B. Performance requirements:

1. Furnish finish hardware complying with the requirements of laws, codes, ordinances and guidelines of governmental authorities having jurisdiction:

a. NFPA 101, “Life Safety Code”, 2009 edition b. NFPA 80, “Installation of Fire Doors and Windows”, 2007 edition c. Michigan Building Code -2009 d. ICC/ANSI A117.1-2003 Accessible and Usable Buildings and Facilities 1.5 SUBMITTALS A. Hardware Schedule 1. Submit number of Hardware Schedules as directed in Division 1. 2. Follow guidelines established in Door & Hardware Institute Handbook (DHI) Sequence

and Format for the Hardware Schedule unless noted otherwise. 3. Schedule will include the following: a. Door Index including opening numbers and the assigned Finish Hardware set. b. Preface sheet listing category only and manufacturer's names of items being

furnished as follows: CATEGORY SPECIFIED SCHEDULED Hinges Manufacturer A Manufacturer B Lock sets Manufacturer X Manufacturer X Kick Plates Open Manufacturer Z c. Hardware Locations: Refer to Article 3.1 B.2 Locations. d. Opening Description: Single or pair, number, room locations, hand, active leaf,

degree of swing, size, door material, frame material, and UL listing.



e. Hardware Description: Quantity, category, product number, fasteners, and finish. f. Headings that refer to the specified Hardware Set Numbers. g. Scheduling Sequence shown in Hardware Sets. h. Product data of each hardware item, and shop drawings where required, for special conditions and specialty hardware. i. Electrified Hardware system operation description. j. "Vertical" scheduling format only. "Horizontal" schedules will be returned "Not Approved." k. Typed Copy. l. Double-Spacing. m. 8 1/2 x 11 inch sheets n. U.S. Standard Finish symbols or BHMA Finish symbols. B. Product Data: 1. Submit, in booklet form Manufacturers Catalog cut sheets of scheduled hardware. 2. Submit product data with hardware schedule. C. Samples: 1. Prior to submittal of the final hardware schedule and prior to final ordering of finish

hardware, submit one sample, if required, of each type of exposed hardware unit, finished as required and tagged with full description for coordination with schedule.

2. Samples will be returned to the supplier. Units, which are acceptable and remain undamaged through submittal, review and field comparison procedures, may, after final check of operation, be used in the work, within limitations of keying coordination requirements.

D. Key Schedule: 1. Submit detailed schedule indicating clearly how the Owner's final keying instructions

have been followed. 2. Submit as a separate schedule. E. Electrified Hardware Drawings: 1. Submit RPI HH42913 drawings showing relationship of all electrical hardware

components to door and frame. Indicate number and gage of wires required. a. Include wiring drawing showing point to point wire hook up for all components. b. Include system operations descriptions for each type of opening; describe each

possible condition. F. Submit to General Contractor/Construction Manager, the factory order acknowledgement

numbers for the various hardware items to be used on the project. The factory order acknowledgement numbers shall help to facilitate and expedite any service that may be required on a particular hardware item. General Contractor/Construction Manager shall keep these order acknowledgement numbers on file in the construction trailer.

1.6 QUALITY ASSURANCE

A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the



necessary crafts and who are completely familiar with the requirements and the methods needed for proper performance of the work of this Section.

B. Supplier qualifications: 1. A recognized architectural finish hardware supplier. 2. Continuously in business of finish hardware supply for not less than 5 years. C. Provide the service of a qualified Architectural Hardware Specialist to: 1. Be available for consultation with the Architect at no additional cost to the Owner during

progress of construction, and: a. Inspect installation of all finish hardware items; b. Make all minor adjustments required; and c. Report to the Architect on completeness of the installation. 2. The hardware consultant may be an employee of the supplier. D. Installer qualifications: Employ a competent hardware installer with at least five (5) years

experience installing commercial grade hardware similar to that proposed for the Work. E. Source limitations: Obtain each type of hardware (latch and lock sets, hinges, closers, etc.)

from a single manufacturer, although several may be indicated as offering products complying with requirements.

1.7 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620. B. Product identification: 1. Tag and mark each item separately in manufacturers unopened package, identifying it by

product number and architectural opening number, as listed in the approved Finish Hardware Schedule.

2. Include instructions, templates, and fasteners needed for installation. C. Deliver individually packaged hardware items on a vehicle operated by a direct employee of

the Hardware Supplier. Contractor shall immediately, and in the presence of the Hardware Supplier, inventory the contents of the delivery.

D. Hardware supplier: Furnish finish hardware items directly to the factory or mill for factory-

installation, where required. 1.8 PROJECT CONDITIONS A. Provide a secure, well lit, dry storage area for the sole purpose of storing finish hardware.

Prohibit access to all jobsite personnel, except those employed by the installing contractor. 1.9 WARRANTY



A. Manufacturer’s warranty: 1. Refer to Division 1 for warranty requirements. B. During the warranty period, replace defective work, including labor, materials and other costs

incidental to the work. Replace work found to be defective as defined in the General Conditions.

C. Failures due to defective materials or workmanship to include, but not to be limited to: 1. Failures in operation of any operating component; 2. Defects which contribute to unsightly appearance, potential safety hazard, or potential untimely failure of the products furnished under this

Section. PART 2 - PRODUCTS 2.1 GENERAL A. Requirements for design, grade, function, finish, size, and other distinctive qualities of each

finish hardware item is indicated in the Finish Hardware Schedule at the end of this Section. B. Product designations: 1. One or more manufacturers are listed for each hardware type required. Product listed is

for basis of design. Only products listed in part 2 product descriptions will be allowed for substitution.

C. ANSI/BHMA designations: 1. Used to describe hardware items, or to define quality or function. Provide products

complying with these standards in addition to additional requirements of this Section. D. Hand of door: Drawings show direction of slide, swing (“hand”) of door leafs. E. Hardware: Use hardware manufactured to conform to published templates and, generally,

prepared for machine screw installation. Do not provide hardware which has been prepared for self-tapping sheet metal screws, except as specifically indicated.

2.2 MATERIALS A. Base metals: 1. Manufacturer's standard metal alloy, composition, temper and hardness, but in no case of

lesser (commercially-recognized) quality than that specified for applicable hardware units by applicable ANSI A156 series standard for each type hardware item and with ANSI A156.18 for finish designations indicated.

2. Do not furnish "optional" materials for those indicated, except as otherwise specified. B. Fasteners: 1. Furnish Phillips flat-head screws with each hardware item, unless otherwise indicated. 2. Exposed screws: Match finish of hardware (even where noted to be "prepared for paint").



3. Use concealed fasteners for hardware units which are exposed when door is closed, except where no standard units of type specified are available with concealed fasteners.

4. Do not use thru-bolts where bolt head or nut on opposite face would be exposed. 5. Where adequate reinforcement is not feasible, thru-bolting would only be acceptable if

through sleeves, or if sex-screw fasteners are used. C. Furnish a complete set of specialized tools and maintenance instructions as needed for

Owner's continued adjustment, maintenance, and removal and replacement of finish hardware. Additionally furnish 2 ea. 609 Cylinder Wrenches.

2.3 MANUFACTURED UNITS, GENERAL A. Reference standards: 1. Comply with ANSI A156 current series for each product type. B. Hardware finishes: 1. Materials and Finishes Standard: Comply with ANSI A156.18 Finish designations used

in schedules are listed, therein. 2. Provide matching finishes for hardware units at each door, unless otherwise indicated. 3. Match the color and texture of hardware items to manufacturer's standard finish for the

latchset, lockset, or push-pull unit. 4. Provide quality of finish, including thickness of plating or coating, composition,

hardness, and other qualities complying with manufacturer's standards, but in no case less than that specified or described by referenced standards.

C. Hardware for fire-rated openings: 1. Comply with NFPA 80 2. Tested and listed by Underwriters Laboratory (UL), or Factory Mutual (FM) for type,

size and use of door, and complying with requirements of door and door frame label. 3. Provide UL or FM label on door indicating "Fire door to be equipped with fire-exit

hardware". 4. Provide UL or FM label on exit device indicating "Fire Exit Hardware". 2.4 PRODUCTS A. Hinges: 1. Continuous Hinges: a. Continuous shall be Pin & Barrel Stainless steel hinges with 600lb rating. b. ANSI/BHMA A156.26 -Grade 1. c. Fire-rating: "WHI-listed" or "UL-listed” as necessary d. Placement of fire label will be on top of the door at cont. hinge locations. e. Furnish all continuous hinges with FBRG Flange Bearing option. f. Provide hinge filler plates to fill existing hinge preps. g. Undersize doors according to hinge clearance requirements. h. Acceptable manufacturer’s: Larsen & Shaw, IDC 2. Butt Hinges: a. ANSI A156.1 - for commercial quality.



b. Provide only template-produced units. c. All butt hinges to be ball bearing-5 knuckle type Standard or Heavy Weight as

specified. d. Hinges at exterior doors shall be of non-ferrous material. e. Hinges at out-swing corridor doors: Non-removable (NRP) f. Size hinges as specified; otherwise according to hinge manufacturer’s recommendation for door size and weight. g. Provide number of hinges indicated but not less than 3 hinges per door. h. Acceptable products: IDC, Bommer, Hager. B. Lock Cylinders and Keying: 1. General: a. Supplier shall meet with Owner and Architect to finalize keying requirements and

obtain final written instructions. 2. Cylinders: a. Type: Mortise or rim-type as required by function of locking device. b. Provide screw on cams or tail piece as required. c. Construct lock cylinder parts from brass/bronze, stainless steel or nickel silver. d. Provide solid machined cylinder rings with tension spring to resist wrenching of

cylinder. Length, finish and size as required. e. Provide cylinder(s) and core(s) as required by function for each locking device. 3. System: a. Provide cylinders, cores and keys to owners Master Key System. b. Provide a cylinder and combinated core for each locking device as required. 4. Keying: a. Deliver keys and final cores to the hardware installation Contractor for final

installation, when directed by the Owner. b. Comply with Owner's instructions for master keying and, except as otherwise

indicated, provide individual change key for each lock which is not designated to be keyed alike with a group of related locks.

c. Key material: Nickel silver d. Key quantity: (1) Two (2) change keys for each lock; (2) Five (5) master keys for each master system. C. Flushbolts: 1. Semi-Auto Flushbolts a. ANSI/BHMA A156 b. Fire-rating: "WHI-listed" and "UL-listed” as necessary c. Provide as specified. d. Provide a 3911 dust proof strike with each bottom flushbolt. e. Provide coordinator with proper fillers and wear bracket sized to opening. f. Acceptable manufacturer’s: Trimco, Hiawatha, IDC D. Locksets: 1. Mortise Locks a. Comply with ANSI A156.13 - 1987, Grade 1 criteria for mortise locks b. Function: Indicated in the hardware sets. c. Lockset case and nylon insert strikes shall to be non-handed.



d. Provide appropriate fasteners for lock and strike. e. Trim: S lever-type equal to Marshall Best Security. f. Acceptable products: MBS RS series, FSM SML Series, E. Exit devices: 1. General: a. Comply with ANSI A156.3, Grade 1, Types 1, 4, and 28 criteria for products

supplied. b. At fire doors: (1) Provide UL or FM label on exit device indicating "Fire Exit Hardware",

where appropriate. (2) Mount exit device using sex-bolts on labeled wood doors. 2. a. Type: Flat, push-bar type with noise deadening. b. Provide dead-locking latch bolts. c. Provide SDC 90KR Keyed removable mullion as specified. d. Mechanical and Electric functions indicated in the hardware sets. e. Provide strike and brackets as required for the frame application. f. Acceptable products: SDCS6000 series / MBS Q1000 / IDC 8000 F. Push / Pull bars & Grips: 1. General: a. ANSI A156.16 - 1989 Grade 1 criteria. 2. Description: a. Offset pull bar 1" in diameter x 12” center to center. b. Straight push bar 1" in diameter x length required by door width. 3. Mounting: a. Mount push-pull bars back to back with thru-bolts and N thru flow mount at free

ends. b. Mount pull bars with thru-bolts and N thru flow mount at free ends. 4. Acceptable products: Trimco, Hiawatha, FSB G. Push Plates & Pull Plates: 1. General: a. ANSI A156.6 Grade 1 criteria. 2. Description: a. Pull Plate: Pull Diameter: 1", CTC: 8", Projection: 3“, Plate: 4” x 16” x .050 b. Push Plate 6” x 16” x .050 c. Base Metal: Solid Stainless Steel 3. Mounting: a. Pull fasteners shall be concealed under Push Plate. 4. Acceptable Manufacture: Trimco, Hiawatha, FSB H. Door closers: 1. General: a. ANSI A156.4 - 1986 Grade 1 criteria. b. All closers shall be the products of one manufacturer. 2. Description: a. Full rack-and-pinion type b. Cast Iron Body.



c. Hydraulic fluid: Non-gumming and non-freezing. d. Closer body: Non-handed, multi-size spring power. e. With three non-critical V valves and hex key adjustment to independently regulate sweep latch speed and backcheck. f. Provide mounting brackets necessary to clear sound seals and weatherstrip. g. Enclose in a full, molded cover. h. Provide drop plates or special brackets for proper mounting. i. Pressure Relief Valves will NOT be accepted on Door Closers. j. Provide Barrier Free power setting as required by ANSI A117.1 3. Acceptable products: a. Intl. Door Closers 44CI series, MBS QDC-40, LCN 4041 I. Stops and Holders: 1. General: a. ANSI A156.16 - 1989 Grade 1 criteria. b. Provide stops where scheduled, wall or floor as opening conditions dictate utilizing

wall stops wherever possible. 2. Description: a. Wall stops: Cast or wrought brass, bronze or stainless steel. Concave wall stop to

have standard stainless steel fastener washer imbedded in rubber stop. b. Floor stops: Cast brass or bronze, and plated as required. Floor stop height shall be

universal for all floor conditions and door undercut. c. Overhead Stops: Surface type, Size to opening. 3. Fasteners: a. Provide required fastener based on wall or floor condition / type. 4. Acceptable products: a. FSB, Trimco, IDC J. Thresholds: 1. General: a. ANSI A156.21 - 1989, Grade 1 criteria. b. Comply with A.D.A. requirements, unless otherwise scheduled. 2. Description: a. Flat profile b. Installation locations are scheduled. c. Provide templates for thresholds to related door suppliers to coordinate proper

undercut. 3. Acceptable products: Reese, Durable, KN Crowder K. Door Seal: 1. General: a. ANSI A156.21 - 1989, Grade 1 criteria. 2. Description: a. Flat profile. b. Dimensions: Appropriate to door opening size. c. Installation locations are scheduled. d. Provide templates for thresholds to related door suppliers to coordinate proper

undercut. 3. Mounting:



a. Apply related hardware (closer, foot bracket, strike, etc.) on top of weatherstrip. b. Do not notch or splice weather strip. c. Adjust related template hardware locations, as required. 4. Acceptable products: Reese, Durable, KN Crowder L. Sweeps and strips: 1. General: a. ANSI A156.21 - 1989, Grade 1 criteria. 2. Description: a. Flat profile. b. Dimensions: Appropriate to door opening size. c. Installation locations are scheduled. 3. Acceptable products: Reese, Durable, KN Crowder M. Access Control Equipment: 1. General: a. All access control, control modules, to be furnished by Owner b. Access Control Door Hardware & Equipment specified in this section is to be

furnished by hardware distributor under this section 087100 and installed by carpenter contractor under section 087100.

c. Line voltage, circuits, cable and installation of power supplies for card readers, controllers and access control peripherals to be installed under Div 16.

2. Access Control Components: a. Comply with ANSI A156.5, Grade 1 for hardware products supplied. b. All products to be UL or WHI listed. c. Type: 24 V with required amp rating for load as required. d. Furnish access control equipment listed in hardware sets. I. Power Supply: 600 Series Power Supply with Amp load as required; 24 V with required amp rating for load as required. II. Door Contact: SDC MC-7 Door Contacts Indicated in the hardware sets. III. Power Transfers: SDC PTM10 Indicated in the hardware sets. IV. Provide Riser and Wire Diagrams RPI HH42913. c. Furnish access control equipment listed in hardware sets. Power supplies and Reader Interface modules may be consolidated upon finalization of project. Furnish power supplies with 125% required volts and amps based on electrified hardware specification requirements and wire runs. 3. Acceptable products: a. Acceptable products SDC, RPI. 2.5 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper

installation, as selected by the Contractor subject to the approval of the Architect. 2.6 HARDWARE FINISHES A. General: 1. Provide matching finishes for hardware units at each door or opening, to the greatest



extent possible and except as otherwise indicated. 2. Reduce differences in color and textures as much as commercially possible where the

base metal or metal forming process is different for individual units of hardware exposed at the same door or opening.

3. In general, match items to the manufacturer's standard finish for the latch and lock set (or push/pull units if no latch/lock sets) for color and texture.

4. Provide finishes matching those established by BHMA or, if none established, match the Architect's sample.

5. Provide quality of finish, including thickness of plating or coating (if any), composition, hardness and other qualities complying with manufacturer's standards, but in no case less than that specified for the applicable units of hardware by referenced standards.

6. Finish designations used in schedules and elsewhere listed in ANSI A156.18 "Materials and Finishes Standard", including coordination with the traditional U.S. finishes shown by certain manufacturers for their products.

B. Provide the following hardware finishes, unless otherwise scheduled: Dull Chrome, Stainless Steel, and Aluminum color pallet. C. Base material: Manufacturer’s standard high-carbon steel, brass, or bronze. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed.

Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected.

3.2 COORDINATION A. Coordinate as required with other trades to assure proper and adequate provision in the work of those trades for interface with the work of this Section. 3.3 INSTALLATION A. General: 1. Install each item in its proper location firmly anchored into position, level and plumb,

and in accordance with the manufacturer's recommendations. 2. Handing, hardware heights, locations, and degree of opening swing are indicated in the

Drawings and Finish Hardware Schedule. 3. Mount finish hardware units: a. At recommended heights and locations as shown in approved finish hardware

schedule, complying with requirements of the A.D.A., and pertinent provisions of the Building Code.

b. To function at proper degree of opening of doors as indicated on approved finish hardware schedule.



c. By manufacturer's template. d. Prior to final finishing of the door. Remove hardware to allow finishing of door,

and permanently reinstall hardware upon completion of finishing operation. 3. Reinforce, where necessary, the substrate to assure proper attachment. 4. Drill and countersink units which are not factory-prepared for anchorage fasteners. 5. Space fasteners and anchors in accordance with industry standards. 6. Provide hinge filler plates to fill existing hinge preps. 7. Patch and repair any hinge, lock, closer or miscellaneous hardware preps on existing

frames prior to hanging door and mounting new hardware. B. Installing closers: 1. Mount closers per manufacturer's template, and secure the Architect’s approval of the

closer installation. 2. The Contractor will be required to REPLACE doors onto which closers are improperly

mounted at no additional cost to the Owner. Repair or patching of such doors will not be acceptable.

C. Installing Stops: Install all wall stops into reinforced wall or stud. Projection type wall stops

(1298) should be mounted 80” from finish floor, with sloped portion of the stop facing up / flat side down. Install floor stops out of the way foot traffic at a height high enough to accommodate any ramp or uneven floor condition.

D. Installing thresholds at exterior doors: Set in full bed of butyl-rubber, or polyisobutylene

mastic sealant. E. Installing weatherstrip: Install weatherstrip prior to installing closers, OH Stops or panic

hardware. Template closers and panic devices from weatherstrip and install all closer / OH Stop shoe brackets and panic device strikes onto the weatherstrip without notching or cutting the weatherstrip.

F. Installing Sweeps: Install all sweeps on exterior side of opening. G. Installing Astragals: Install all single piece flat astragals on the exterior side of the opening

and meeting astragals on the interior of the opening. 3.4 FIELD QUALITY CONTROL A. Inspection of final hardware installation: The Contractor, hardware suppliers, and

Architectural Hardware Consultant (AHC) shall thoroughly check the quality of the installation and the functionality of each unit of finish hardware at all openings in the Work. The Hardware Supplier shall forward a detailed written report of all operational or installation deficiencies to the Architect and Contractor.

3.5 CLEANING AND ADJUSTING A. Check and adjust each item of hardware and each door upon completion of final installation.



Verify proper function, and replace units which cannot be made to operate freely and smoothly, as intended for the application.

B. Clean adjacent surfaces soiled by hardware installation. 3.6 FINISH HARDWARE SCHEDULE Hardware Set 1 – Single door w/ Push – Pulls [Always Unlocked] + Closer 3 ea. Butt Hinge BB81 4 ½” x 4 ½” 26D 1 ea. Pull Plate 1017-3B (mount prior to push plate) 32D 1 ea. Push Plate 1001-9 (mount over pull plate fasteners) 32D 1 ea. Closer 44CI RA (pull side mount) AL 1 ea. Wall stop 1298 26D 1 ea. Kickplate K0050 10 x 1 ½” LDW B4E 32D Note: Mount Pull Plate prior to Push Plate to conceal fasteners Hardware Set 2 –Single door w/ Push + Pull Set [Always Unlocked] + Closer 1 ea. Continuous Hinge LS300 32D 1 ea. Push / Pull bar set 1737 x N thru flow mounting 32D 1 ea. Door Closer 44CI RA (pull side mount) AL 1 ea. Floor stop 1209 26D 1 ea. Kickplate K0050 10 x 1 ½” LDW B4E 32D Hardware Set 3 –Single door w/ Electric Rim Panic [Access Control] + Closer 1 ea. Continuous Hinge LS300 EPT 32D 1 ea Power Transfer PTM10 AL 1 ea Electric Panic Device S6103P E R NL 32D 1 ea Power Supply 602RF -- 1 ea Door Contact MC-7 -- 1 set Riser and Wire Diagrams RPI HH42913 -- 1 ea Access Control Logic and Card Reader, by Owner -- 1 ea Rim Cylinder (NL) –type as required 26D 1 ea Mortise Cylinder (CD) –type as required 26D 1 ea. Pull bar 1191-3 x N thru flow mounting 32D 1 ea. Door Closer 44CI x 44-2023 (push side mount) AL 1 ea. Floor stop 1209 26D 1 ea. Kickplate K0050 10 x 1 ½” LDW B4E 32D 1 ea. Threshold S205A (notch & cope as required) AL 1 ea. Sweep 353A –Mount pull side AL 1 set Weatherstrip 855C (Hardware Compatible) AL Note: Template and apply related hardware (closer, foot bracket, strike, etc.) on top of hardware-compatible type weatherstrip. Access Control Logic and Card Reader, by Owner / Coordinated by GC



Hardware Set 4 –Pair w/ Semi-Auto Flushbolts + Classroom lock [Lock / Unlock] + Closers 6 ea. Butt Hinge BB81 4 ½ x 4 ½ 26D 1 set Semi-Auto Flushbolts 3820 x 3810 26D 1 ea Dust Proof Strike 3911 26D 1 ea. Classroom Lockset RS 05 S x Required cylinder 26D 1 ea Coordinator 3094 x Filler + Wear plates ---- 1 ea. Closer 44CI RA (pull side mount active door) AL 2 ea. Floor stop 1209 26D 2 ea. Kickplate K0050 10 x 1 ½” LDW B4E 32D Hardware Set 5 –Rated door w/ Rim Panic & Passage Trim [Always Unlocked] + Closer 1 ea Continuous Hinge LS300 32D 1 ea Panic Device S6114F x EK14 Passage Trim 32D 1 ea Closer 44CI RA (pull side mount) AL 1 ea Wall Stop 1298 26D 1 ea Kickplate K0050 B4E 10” x 2” LDW 32D Hardware Set 6 -Rated door w/ Classroom Lock [Lock / Unlock] + Closer 3 ea. Butt Hinge BB81 4 ½” x 4 ½” 26D 1 ea. Classroom Lockset RS 05 S x Required cylinder 26D 1 ea. Closer 44CI RA (pull side mount) AL 1 ea. Wall Stop 1298 26D 1 ea. Kickplate K0050 10 x 1 ½” LDW B4E 32D Hardware Set 7 –Rated door w/ Passage Set [Always Unlocked] + Closer 3 ea. Butt Hinge BB81 4 ½” x 4 ½” 26D 1 ea. Passage Set RS 01 S 26D 1 ea. Closer 44CI PA (pull side mount) AL 1 ea. Wall Stop 1298 26D 1 ea. Kickplate K0050 10 x 1 ½” LDW B4E 32D Hardware Set 8 -Single door w/ Office Lock [Lock / Unlock] 3 ea. Butt Hinge BB81 4 ½” x 4 ½” 26D 1 ea. Office Lockset RS 04 S x Required cylinder 26D 1 ea. Closer 44CI RA (pull side mount) AL 1 ea. Wall Stop 1270WV 26D END OF SECTION 08710