DOCUMENT 009100 - ADDENDUM NO. 1 Date: May 27, 2015

75644.4310 009100-1

DOCUMENT 009100 - ADDENDUM NO. 1 Issued to all Bidders: Date: May 27, 2015 Contract Name: Pre Engineered Metal Buildings Contract Number: C4310 This addendum forms a part of the Bid described above. The original Contract documents and any prior addenda remain in full force and effect except as modified by the following which shall take precedence over any contrary provisions in the prior documents. Each Bidder shall acknowledge receipt of this addendum by affixing signature below, by noting this addendum on Bidder’s Bid Form, and by attaching this addendum to the Bid. ACKNOWLEDGEMENT The undersigned acknowledges receipt of this addendum and the Bid submitted is in accordance with information, instructions, and stipulations set forth herein.

Bidder: ___________________________

By: ______________________________

Date: _____________________________

DOCUMENT 009100 - ADDENDUM NO. 1: continued

009100-2 75644.4310

BIDDER QUESTIONS AND ANSWERS: 1. See the document included with this addendum “C4310 – Pre Engineered Metal Buildings

Bidders Correspondence Log”. 2. See attached memorandum regarding perforated liner panels. 3. See attached pre bid meeting agenda as requested.

RFP Document:

1. Section IV “Evaluation of Proposals shall be modified to read as follows: An evaluation committee comprised of Electric Utility staff and consultants will be used to evaluate the proposals. The committee will evaluate the proposals based on the following criteria:

1. Schedule (10%): Respondent’s ability to meet Guaranteed Dates outlined in Exhibit 1 of the attached contract.

2. Experience (20%): Respondent’s credentials and experience in providing similar services.

3. Safety (20%):

a. Respondent’s average safety record over the past 3 years meets the following targets:

i. TRIR <= 2

ii. DART <= 1

iii. EMR <= 1

iv. No fatalities in the past 3 years

b. Evaluation of respondent’s OSHA 300-300A logs

4. Cost (50%): Total cost of services being provided.

The City of Coffeyville (“City”) reserves the right to reject any or all bids and to waive any informalities or irregularities therein. THE FOLLOWING DOCUMENTS, PROVIDED WITH THIS ADDENDUM, ARE ADDED TO THE BID AND SHALL BE CONSIDERED CONTRACT DOCUMENTS UNDER C4310: Specifications:

• SECTION 042000 – UNIT MASONRY ASSEMBLIES • SECTION 087050 – FINISH HARDWARE REV A

Drawings:

• AE700 ISSUED FOR ADDENDUM #1 – POWER BLOCK BUILDING ROOM FINISH AND DOOR SCHEDULES

• AE702 ISSUED FOR ADDENDUM #1 – POWER BLOCK BUILDING DOOR AND WINDOW DETAILS II

• P100 REV 1 – OVERALL PLUMBING PLAN • P500 REV 1 – PLUMBING DETAILS

Page 1 of 1

City of Coffeyville, KS Issued for: Addendum 1Coffeyville Municipal Light & Power Issue Date: 5/27/2015

Item Category Date Rcv'd RFP Section Technical Exception, Clarification or Question Resp. Initials COC Response Response

Date Bidder Reply Response Date COC Response Response

Date

1 Question 21-May-2015 Drawings Who supplies fire extinguishers and cabinets? CJG Fire extinguishers and fire cabinets are supplied by Others. 27-May-2015

2 Question 21-May-2015 Drawings Drawing AE104 room 106 indicates cabinets. AE601 indicates no cabinets. Please confirm if cabinets are required. CJG Cabinets are required. 27-May-2015

3 Question 21-May-2015 Drawings Will temp wall be rebuilt after each engine is set? CJG

No, the temp wall will be built once during initial building erection. It will be taken down prior to the first engine being set and the bay will be left open until all engines are inside the building. After all engines are inside the building, the permanent panels will be installed. See revised Attachment A - Exhibit 1 which shows dates for engine setting.

27-May-2015

4 Question 21-May-2015 Appendix C

Will periodic drug testing be required for on site personel during construction after the initial drug test prior to mobilizing? How soon is the initial drug test required to occur prior to the person arriving at site?

CJG

Testing must be performed within 5 days of person arriving on site. Tests are required annually for each person on site after their pre arrival test. Contractor is also required to perform monthly random testing of their employees on site. See Chapter C Substance and Alcohol Abuse Prevention Program for further detail on testing requirements.

27-May-2015

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C4310 - Pre Engineered Metal BuildingsBidder's Correspondence Log

Memorandum

Date: 5/27/2015 To: Prospective Bidders

From: David Findlay

Subject: Perforated Liner Panels Memorandum re: Section 133419

The intent of the perforated liner panels is to allow sound to be absorbed by the rock wool insulation, in conjunction with the metal building blanket insulation. To this end, we specified a 40% open area, 20ga. aluminum liner panel, ribbed or corrugated, with a manufacturer’s white coating. We have found that a 21ga panel may be more standard and/or readily available. Ordering of perforated liner panels meeting the design requirements can be a long lead item. Be aware that inability to deliver panels due to poor scheduling will be borne entirely by the sub-contractor. The purpose of this memorandum it to advise bidders, that it is acceptable to provide perforated liner panels with an open area of between 36% and 44%, and that the gauge of the aluminum may be not less than 21 gage. With this amount of panel open area, it is recommended that all fasteners have washers to prevent panel damage/tear out. The size of the perforation or the spacing is not as important as the open area requirement. To this end, a more available 13% open area or 26% open area panel is unacceptable and will be rejected. Be aware, these panels are more subject to damage than steel panels. There is a high frequency of replacement of these panels where sub-contractors are not careful in the treatment of their surroundings. It is recommended that the panels selected be a standard panel type, rather than a special run. At this time, we will not modify the perforated liner panel paragraphs found in Section 133419. If you are submitting a substitute alternate perforated liner panel product, provide the alternate information, including any cost or schedule savings by using the alternate.

DF/df

City of Coffeyville Generation Facility No. 2 C4310 – Pre Engineered Metal Buildings Pre Bid Conference Agenda Meeting Date: 5/21/2015 Meeting Time: 2:00 p.m. CST Location: Conference Call Call In Number: 1-866-429-9395, Conference Code: 303-474-2299 See meeting invite for WebEx meeting

1. Project Overview a. City of Coffeyville Generation Facility No. 2 – The project is a natural gas fired,

reciprocating engine power plant designed for a 56 MW (nominal) net electric power output. The Project consists of three (3) Wartsila model 18V50SG gas engine generators, designed for indoor installation. The Project “Substantial Completion” date is in October of 2016. This bid package is for the metal buildings, interior finishes and HVAC.

2. Introductions a. Client/Owner – City of Coffeyville/Coffeyville Municipal Light & Power b. Burns & McDonnell’s role

3. Bid documents

a. Available on City of Coffeyville website: http://www.coffeyville.com/bids.aspx b. RFP & Contract Documents c. Attachment A – Commercial Terms & Conditions d. Attachment B – Specifications & Drawings e. Attachment C – Safety & Health Program f. Attachment D – Quality Plan

4. Scope Overview

a. Power Gen Building i. Layout

ii. Building shell 1. Penetrations

iii. Ancillary structural steel iv. Bridge Crane & Crane Access Platform v. Masonry walls

vi. HVAC 1. Switchgear and Mechanical Rooms and Admin Area 2. Engine Hall Ventilation 3. BAS 4. Gas unit heaters

vii. Plumbing

http://www.coffeyville.com/bids.aspx

City of Coffeyville Generation Facility No. 2 C4310 – Pre Engineered Metal Buildings Pre Bid Conference Agenda

b. Work by Others

i. Foundations and Underground Utilities (C8220) 1. Building Steel anchor bolts to be supplied by Foundation Contractor 2. All below ground piping, including floor drains. Stub ups will be

provided. 3. CMU dowels

ii. Plant Mechanical Construction (C8320) 1. House gas piping by Mechanical Contractor 2. All fire protection including duct detectors 3. Piping penetrations

iii. Electrical Construction (C8410) 1. All Power wiring by Electrical Contractor 2. Control for Engine Vent fans and Power Gen Building ridge vent by

others. iv. Auxiliary and Generator side ventilation fans supplied by Owner v. Security System by others

5. Site Arrangement

a. Site Access Road b. Laydown c. Parking d. Trailers e. Construction utilities – 480V power and water. No sanitary.

6. Schedule/Liquidated Damages

a. Schedule is a priority. Dates and LD amounts for C4310 package are identified in Exhibit 1 of Attachment A –Commercial Terms and Conditions.

b. LD’s will apply to Power Gen Building enclosure and substantial completion.

7. Bid Process a. Bid Opening June 17th, 2015 b. Please read the bid instruction carefully c. Please provide pricing per the summary sheet in the bid documents. Tab or clearly

identify this page in your bid package.

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DIVISION 4 - MASONRY SECTION 042000 - UNIT MASONRY ASSEMBLIES

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes unit masonry assemblies consisting of the following:

1. Concrete masonry units. 2. Mortar and grout. 3. Reinforcing steel. 4. Masonry joint reinforcement. 5. Ties and anchors. 6. Miscellaneous masonry accessories. 7. Masonry-cell insulation.

B. Related Sections include the following: 1. Through –Penetration Firestop Systems: DIVISION 7: SECTION 078413. 2. Fire Resistive Joint Systems: DIVISION 7: SECTION 078443. 3. Steel Doors and Frames: DIVISION 8: SECTION 081100.

1.02 REFERENCES: A. American Concrete Institute (ACI):

1. 315 - Details and Detailing of Concrete Reinforcement. 2. 530.1/ASCE 6/TMS 602 - Specification for Masonry Structures.

B. American Society for Testing and Materials (ASTM): 1. A36/A36M - Carbon Structural Steel. 2. A82 - Steel Wire, Plain, for Concrete Reinforcement. 3. A153 - Zinc Coating (Hot-Dip) on Iron and Steel Hardware. 4. A325/A325M - Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile

Strength. 5. A563/A563M - Carbon and Alloy Steel Nuts. 6. A615/A615M - Deformed and Plain Billet-Steel Bars for Concrete Reinforcement. 7. A616/A616M - Rail-Steel Deformed and Plain Bars for Concrete Reinforcement. 8. A617/A617M - Axle-Steel Deformed and Plain Bars for Concrete Reinforcement. 9. A641/A641M - Zinc-Coated (Galvanized) Carbon Steel Wire. 10. A653/A653M - Steel Sheet Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated

(Galvannealed) by the Hot-Dip Process. 11. A951 - Masonry Joint Reinforcement. 12. C55 - Concrete Brick. 13. C90 - Loadbearing Concrete Masonry Units. 14. C140 - Test Methods of Sampling and Testing Concrete Masonry Units. 15. C143 - Test Method for Slump of Hydraulic Cement Concrete. 16. C144 - Aggregate for Masonry Mortar. 17. C150 - Portland Cement. 18. C207 - Hydrated Lime for Masonry Purposes. 19. C270 - Mortar for Unit Masonry. 20. C404 - Aggregates for Masonry Grout. 21. C476 - Grout for Masonry. 22. C780 - Method for Preconstruction and Construction Evaluation of Mortars for Plain and

Reinforced Unit Masonry.

SECTION 042000 - UNIT MASONRY ASSEMBLIES: continued

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23. C1019 - Test Method of Sampling and Testing Grout. 24. C1093 - Practice for Accreditation of Testing Agencies for Unit Masonry. 25. C1314 - Test Method for Constructing and Testing Masonry Prisms Used to Determine

Compliance with Specified Compressive Strength of Masonry. 26. C1329 - Mortar Cement. 27. D1056 - Flexible Cellular Materials - Sponge or Expanded Rubber. 28. D2000 - Classification System for Rubber Products in Automotive Applications. 29. D2287 - Nonrigid Vinyl Chloride Polymer and Copolymer Molding and Extrusion

Compounds. 30. E119 - Test Method for Fire Tests of Building Construction and Materials. 31. E488 - Test Method for Strength of Anchors in Concrete and Masonry Elements. 32. E548 - Guide for General Criteria Used for Evaluating Laboratory Competence.

C. Code of Federal Regulations (CFR): 1. 29 CFR 1926 - Standards for the Construction Industry (OSHA).

D. International Conference of Building Officials (UBC): 1. Standard 21-3 - Concrete Building Brick. 2. Standard 21-4 - Hollow and Solid Load-Bearing Concrete Masonry Units. 3. Standard 21-10 - Joint Reinforcement for Masonry. 4. Standard 21-11 - Cement, Masonry. 5. Standard 21-13 - Hydrated Line for Masonry Purposes. 6. Standard 21-14 - Mortar Cement. 7. Standard 21-15 - Mortar for Unit Masonry and Reinforced Masonry Other Than Gypsum. 8. Standard 21-16 - Field Test Specimens for Mortar. 9. Standard 21-17 - Test Method for Compressive Strength of Masonry Prisms. 10. Standard 21-18 - Method of Sampling and Testing Grout. 11. Standard 21-19 - Grout for Masonry.

E. National Concrete Masonry Association (NCMA): 1. TEK 8-2 - Removal of Stains from Concrete Masonry Walls.

1.03 DEFINITIONS: A. Reinforced Masonry: Masonry containing reinforcing steel in grouted cells.

1.04 PERFORMANCE REQUIREMENTS: A. Provide unit masonry that develops the following net-area compressive strengths (f 'm) at

28 days. Determine compressive strength of masonry by testing masonry prisms according to ASTM C1314. 1. For Concrete Unit Masonry: f 'm = 1500 psi (10.34 MPa).

1.05 SUBMITTALS: A. Submit as specified in DIVISION 1. B. Product Data: For each different masonry unit, accessory, and other manufactured product

specified. C. Shop Drawings: Show fabrication and installation details for the following:

1. Reinforcing Steel: Detail bending and placement of unit masonry reinforcing bars. Comply with ACI 315, "Details and Detailing of Concrete Reinforcement." Show elevations of reinforced walls.

D. Material Test Reports: From a qualified testing agency indicating and interpreting test results of the following for compliance with requirements indicated: 1. Each type of masonry unit required.


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a. Include size-variation data for units, verifying that actual range of sizes falls within specified tolerances.

b. Include test results, measurements, and calculations establishing net-area compressive strength of masonry units.

2. Mortar complying with property requirements of ASTM C270. 3. Grout mixes complying with compressive strength requirements of ASTM C476. Include

description of type and proportions of grout ingredients. 4. Insulation: With product data, submit copies of certified test reports showing compliance

with specified performance values, including R-values, fire performance and sound abatement characteristics.

E. Material Certificates: Signed by manufacturers certifying that each of the following items complies with requirements: 1. Each type of masonry unit required.

a. Include test data, measurements, and calculations establishing net-area compressive strength of masonry units.

2. Each combination of masonry unit type and mortar type. Include statement of net-area compressive strength of masonry units, mortar type, and net-area compressive strength of masonry determined according to Tables 1 and 2 in ACI 530.1

3. Each material and grade indicated for reinforcing bars. 4. Each type and size of joint reinforcement. 5. Each type and size of anchor, tie, and metal accessory. 6. Insulation: Material Safety Data Sheet - Submit Material Safety Data Sheet complying

with OSHA Hazard Communication Standard, 29 CRF 1910 1200.

1.06 QUALITY ASSURANCE: A. Testing Agency Qualifications: An independent testing agency, acceptable to authorities

having jurisdiction, qualified according to ASTM C1093 to conduct the testing indicated, as documented according to ASTM E548.

B. Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, through one source from a single manufacturer for each product required.

C. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from one manufacturer for each cementitious component and from one source or producer for each aggregate.

D. Preconstruction Testing Service: Contractor shall engage a qualified independent testing agency to perform the following preconstruction testing. Retesting of materials failing to meet specified requirements shall be done at Contractor's expense.

E. 1. Concrete Masonry Unit Test: For each concrete masonry unit indicated, per

ASTM C140. 2. Prism Test: For each type of wall construction indicated, per ASTM C1314. 3. Mortar Test: For mortar properties per ASTM C270. 4. Grout Test: For compressive strength per ASTM C1019.

F. Fire-Resistance Ratings: Where indicated, provide materials and construction identical to those of assemblies with fire-resistance ratings determined per ASTM E119 by a testing and inspecting agency, by equivalent concrete masonry thickness, or by another means, as acceptable to authorities having jurisdiction.

G. Insulation materials Fire-Resistance Ratings: Provide insulation materials which are identical to those whose fire performance characteristics, as listed for each material or assembly of


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which insulation is a part, have been determined by testing, per methods indicated below, by a testing agency acceptable to authorities having jurisdiction.

a. Fire Resistance Ratings: ASTM E-119 b. Surface Burning Characteristics: ASTM E-84 c. Combustion Characteristics: ASTM E-136

1.07 DELIVERY, STORAGE, AND HANDLING: A. Store masonry units on elevated platforms in a dry location. If units are not stored in an

enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry. 1. Protect Type I concrete masonry units from moisture absorption so that, at the time of

installation, the moisture content is not more than the maximum allowed at the time of delivery.

B. Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp.

C. Store aggregates where grading and other required characteristics can be maintained and contamination avoided.

D. Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil.

1.08 PROJECT CONDITIONS: A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with

waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1. Extend cover a minimum of 24 inches down both sides and hold cover securely in place.

B. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least 3 days after building masonry walls or columns.

C. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry. 1. Protect base of walls from rain-splashed mud and from mortar splatter by coverings

spread on ground and over wall surface. 2. Protect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window and door frames, as well as similar products with painted and

integral finishes, from mortar droppings. 4. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from

splashing mortar and dirt onto completed masonry. D. Hot-Weather Requirements: Protect unit masonry work when temperature and humidity

conditions produce excessive evaporation of water from mortar and grout. Provide artificial shade and wind breaks and use cooled materials as required. 1. When ambient temperature exceeds 100oF, or 90oF with a wind velocity greater than

8 mph, do not spread mortar beds more than 48 inches ahead of masonry. Set masonry units within one minute of spreading mortar.

PART 2 - PRODUCTS

2.01 CONCRETE MASONRY UNITS: A. General: Provide shapes indicated and as follows:


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1. Provide special shapes for lintels, corners, jambs, sash, control joints, headers, bonding, and other special conditions.

2. Provide bullnose units for outside corners and at door jambs. B. Concrete Masonry Units: ASTM C90 and as follows:

1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 1900 psi.

2. Weight Classification: Normal weight. 3. Provide Type II, moisture-controlled units. 4. Size (Width): Manufactured to the following dimensions:

a. 12 inches nominal; 11-5/8 inches actual. b. 8 inches nominal; 7 5/8 inches actual

5. Exposed Faces: Manufacturer's standard color and texture, unless otherwise indicated. C. Concrete Building Brick: ASTM C55 and as follows:

1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 3000 psi.

2. Weight Classification: Light weight. 3. Provide Type I, moisture-controlled units. 4. Size: Manufactured to the following actual dimensions:

a. Modular: 3-5/8 inches wide by 2-1/4 inches high by 7-5/8 inches long.

2.02 MORTAR AND GROUT MATERIALS: A. Portland Cement: ASTM C150, Type I or II, except Type III may be used for cold-weather

construction. Provide natural color as required to produce mortar color indicated. B. Hydrated Lime: ASTM C207, Type S. C. Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM

C150, Type I or Type III, and hydrated lime complying with ASTM C207. D. Mortar Cement: ASTM C1329. E. Aggregate for Mortar: ASTM C144; except for joints less than 1/4 inch thick, use aggregate

graded with 100% passing the No. 16 sieve. F. Aggregate for Grout: ASTM C404.

2.03 REINFORCING STEEL: A. Uncoated Steel Reinforcing Bars: ASTM A615/A615M; ASTM A616/A616M, including

Supplement 1; or ASTM A617/A617M, Grade 60 (Grade 400).

2.04 MASONRY JOINT REINFORCEMENT: A. General: ASTM A951 and as follows:

1. Hot-dip galvanized, carbon-steel wire for interior walls. 2. Wire Size for Side Rods: W2.8 or 0.188-inch diameter. 3. Wire Size for Cross Rods: W2.8 or 0.188-inch diameter. 4. Provide in lengths of not less than 10 feet, with prefabricated corner and tee units where

indicated. B. For single-wythe masonry, provide either ladder or truss type with single pair of side rods and

cross rods spaced not more than 16 inches o.c. vertically.

2.05 TIES AND ANCHORS, GENERAL: A. General: Provide ties and anchors, specified in subsequent articles, made from materials that

comply with this Article, unless otherwise indicated.


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B. Mill Galvanized Carbon-Steel Wire: ASTM A82; with ASTM A641 (ASTM A641M), Class 1 coating.

C. Hot-Dip Galvanized Carbon-Steel Wire: ASTM A82; with ASTM A153, Class B-2 coating. D. Stainless-Steel Wire: ASTM A580/A580M, Type 304 or 316. E. Steel Plates, Shapes, and Bars: ASTM A36/A36M. F. Corrugated metal strap ties are not permitted.

2.06 BENT WIRE TIES: A. General: Rectangular units with closed ends and not less than 4 inches wide. Z-shaped ties

with ends bent 90o to provide hooks not less than 2 inches long may be used for masonry constructed from solid units or hollow units laid with cells horizontal. 1. Where coursing between wythes does not align, use adjustable ties composed of 2 parts;

1 with pintles, the other with eyes; with maximum misalignment of 1-1/4 inches. B. Wire: Fabricate from 1/4-inch-diameter, hot-dip galvanized steel.

2.07 ADJUSTABLE ANCHORS FOR CONNECTING TO STEEL FRAME: A. General: Provide two-piece assemblies that allow vertical or horizontal adjustment but resist

tension and compression forces perpendicular to plane of wall. 1. Tie Section: Triangular-shaped wire tie, sized to extend within 1 inch of masonry face,

made from 0.25-inch-diameter, hot-dip galvanized steel wire.

2.08 ANCHORS FOR CONNECTING TO CONCRETE: A. General: Provide two-piece assemblies that allow vertical or horizontal adjustment but resist

tension and compression forces perpendicular to plane of wall. 1. Tie Section: Triangular-shaped wire tie, sized to extend within 1 inch of masonry face,

made from 0.25-inch-diameter, hot-dip galvanized steel wire.

2.09 RIGID ANCHORS: A. General: Fabricate from steel bars as follows:

1. 1-1/2 inches wide by 1/4 inch thick by 24 inches long, with ends turned up 2 inches or with cross pins.

2. As indicated. 3. Finish: Hot-dip galvanized to comply with ASTM A153.

B. Concrete Masonry Unit Lateral Supporting Anchors: 1. Z-Type Rigid Steel: 1/4" thickness x 28" length x 2" bends x 1" width, galvanized.

C. Steel Column and Wall Anchors - Wall Parallel to Flange: 1. Twisted Bar Type: 1/4" thickness x 1" width x 6" length between 2-inch bend on flange

and 1-1/4-inch bend into masonry, galvanized steel. Provide right and left anchors as indicated.

D. Steel Column and Wall Anchors - Wall Parallel to Web: 1. Twisted L-Type: 1/8" thickness x 1-1/4" width x length as indicated, with flange hook

and 1-1/2" bend into masonry, galvanized steel. Provide right and left anchors as indicated.

E. Steel Beam and Wall Anchors: 1. Top and Bottom Flange Type: 1/8" x 1-1/4" galvanized steel x length indicated, with

flange hook and 1-1/2" bend into masonry.


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2.10 MISCELLANEOUS ANCHORS: A. Anchor Bolts: Steel bolts complying with ASTM A307, Grade A (ASTM F568, Property

Class 4.6); with ASTM A563 (ASTM A563M) hex nuts and, where indicated, flat washers; hot-dip galvanized to comply with ASTM A153, Class C; of diameter and length indicated and in the following configurations: 1. Headed bolts.

B. Postinstalled Anchors: Anchors as described below, with capability to sustain, without failure, load imposed within factors of safety indicated, as determined by testing per ASTM E488, conducted by a qualified independent testing agency. 1. Type: Expansion anchors. 2. Corrosion Protection:

a. Carbon-steel components zinc plated to comply with ASTM B633, Class Fe/Zn 5 (5 microns) for Class SC 1 service condition (mild).

3. For Postinstalled Anchors in Concrete: Capability to sustain, without failure, a load equal to four times the loads imposed.

4. For Postinstalled Anchors in Grouted Masonry Units: Capability to sustain, without failure, a load equal to six times the loads imposed.

2.11 MISCELLANEOUS MASONRY ACCESSORIES: A. Compressible Filler: Premolded filler strips complying with ASTM D1056, Grade 2A1;

compressible up to 35%; of width and thickness indicated; formulated from neoprene, urethane or PVC.

B. Preformed Control-Joint Gaskets: Material as indicated below, designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated. 1. Styrene-Butadiene-Rubber Compound: ASTM D2000, Designation M2AA-805. 2. PVC: ASTM D2287, Type PVC-65406.

C. Bond-Breaker Strips: Asphalt-saturated, organic roofing felt complying with ASTM D226, Type I (No. 15 asphalt felt).

D. Reinforcing Bar Positioners: Wire units designed to fit into mortar bed joints spanning masonry unit cells with loops for holding reinforcing bars in center of cells. 1. Provide units with either two loops or four loops as needed for number of bars indicated.

2.12 MASONRY-CELL INSULATION A. Foamed-In-Place Masonry Insulation: Two component thermal insulation produced by

combining a plastic resin and catalyst foaming agent surfactant which, when properly ratioed and mixed, together with compressed air produce a cold-setting foam insulation in the hollow cores of hollow unit masonry walls. 1. Fire-Resistance Ratings: Minimum four (4) hour fire resistance wall rating (ASTM E-

119) for 8" and 12" concrete masonry units when used in standard two (2) hour rated CMUs.

2. Surface Burning Characteristics: Maximum flame spread, smoke developed and fuel contributed of 0, 5 and 0 respectively.

3. Combustion Characteristics: Noncombustible, Class A building material. 4. Thermal Values: "R" Value of 4.91/inch @ 32 degrees F mean; ASTM C-177. 5. Sound Abatement: Minimum Sound Transmission Class ("STC") rating of 53 and a

minimum Outdoor Indoor Transmission Class ("OITC") rating of 44 for 8" wall assembly (ASTM E 90-90).

B. Acceptable Manufacturers:


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1. Basis of Design: The following product is a basis of design and is not meant to limit the sub-contractor from providing equal performing products. Equal products must meet technical criteria listed in Paragraph 2.12.A and subsequent sub-paragraphs. a. "Core-Fill 500"; Tailored Chemical Products, P.O. Drawer 4186, Hickory, N.C.

28603, (800) 627-1687

2.13 MASONRY CLEANERS: A. Job-Mixed Detergent Solution: Solution of 1/2-cup (0.14-L) dry measure tetrasodium

polyphosphate and 1/2-cup (0.14-L) dry measure laundry detergent dissolved in 1 gal. (4 L) of water.

2.14 MORTAR AND GROUT MIXES: A. General: Do not use admixtures, including pigments, air-entraining agents, accelerators,

retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated. 1. Do not use calcium chloride in mortar or grout.

B. Mortar for Unit Masonry: Comply with ASTM C270, Property Specification. 1. Limit cementitious materials in mortar to portland cement, mortar cement, and lime. 2. For reinforced masonry and where indicated, use Type S.

C. Grout for Unit Masonry: Comply with ASTM C476. 1. Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse) that will

comply with Table 5 of ACI 530.1/ASCE 6/TMS 602 for dimensions of grout spaces and pour height.

2. Provide grout with a slump of 8 to 11-inches as measured according to ASTM C143.

2.15 SOURCE QUALITY CONTROL: A. Contractor shall engage a qualified independent testing agency to perform source quality-

control testing indicated below, retesting of materials failing to meet specified requirements shall be done at Contractor’s expense.

B. Concrete Masonry Unit Tests: For each type of concrete masonry unit indicated, units will be tested according to ASTM C140.

PART 3 - EXECUTION

3.01 EXAMINATION: A. Examine conditions, with Installer present, for compliance with requirements for installation

tolerances and other conditions affecting performance. 1. Verify that foundations are within tolerances specified. 2. Verify that reinforcing dowels are properly placed. 3. Proceed with installation only after unsatisfactory conditions have been corrected.

B. Before installation, examine rough-in and built-in construction to verify actual locations of piping connections.

3.02 INSTALLATION, GENERAL: A. Thickness: Build masonry construction to the full thickness shown. Build single-wythe walls

to the actual widths of masonry units, using units of widths indicated. B. Leave openings for equipment to be installed before completing masonry. After installing

equipment, complete masonry to match the construction immediately adjacent to the opening.


81799_4310_042000 042000-9

C. Cut masonry units with motor-driven saws to provide clean, sharp, unchipped edges. Cut units as required to provide a continuous pattern and to fit adjoining construction. Where possible, use full-size units without cutting. Allow units cut with water-cooled saws to dry before placing, unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed.

D. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and textures.

3.03 CONSTRUCTION TOLERANCES: A. Comply with tolerances in ACI 530.1/ASCE 6/TMS 602 and the following: B. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion

and control joints, do not vary from plumb by more than 1/4 inch in 20 feet, nor 1/2 inch maximum.

C. For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4 inch in 10 feet, nor 1/2 inch maximum.

D. For conspicuous horizontal lines, such as exposed lintels, sills, parapets, and reveals, do not vary from level by more than 1/4 inch in 20 feet, nor 1/2 inch maximum.

E. For exposed bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch, with a maximum thickness limited to 1/2 inch. Do not vary from bed-joint thickness of adjacent courses by more than 1/8 inch.

F. For exposed head joints, do not vary from thickness indicated by more than plus or minus 1/8 inch. Do not vary from adjacent bed-joint and head-joint thicknesses by more than 1/8 inch.

3.04 LAYING MASONRY WALLS: A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint

thicknesses and for accurate location of openings, movement-type joints, returns, and offsets. Avoid using less-than-half-size units, particularly at corners, jambs, and, where possible, at other locations.

B. Lay exposed masonry in the following bond pattern; do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs. 1. Running bond with vertical joint in each course centered on units in courses above and

below. C. Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less

than 2 inches. Bond and interlock each course of each wythe at corners. Do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs.

D. Stopping and Resuming Work: In each course, rack back one-half-unit length for one-half running bond or one-third-unit length for one-third running bond; do not tooth. Clean exposed surfaces of set masonry, wet clay masonry units lightly if required, and remove loose masonry units and mortar before laying fresh masonry.

E. Built-in Work: As construction progresses, build in items specified under this and other Sections of the Specifications. Fill in solidly with masonry around built-in items.

F. Fill space between hollow-metal frames and masonry solidly with mortar, unless otherwise indicated.

G. Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath in the joint below and rod grout into core.

H. Fill cores in hollow concrete masonry units with grout 24 inches under bearing plates, beams, lintels, posts, and similar items, unless otherwise indicated.


042000-10 81799_4310_042000

I. Build non-load-bearing interior partitions full height of story to underside of solid floor or roof structure above, unless otherwise indicated. 1. Install compressible filler in joint between top of partition and underside of structure

above. 2. Fasten partition top anchors to structure above and build into top of partition. Grout cells

of CMUs solidly around plastic tubes of anchors and push tubes down into grout to provide 1/2-inch (13-mm) clearance between end of anchor rod and end of tube. Space anchors 48-inches o.c., unless otherwise indicated.

3. Wedge non-load-bearing partitions against structure above with small pieces of tile, slate, or metal. Fill joint with mortar after dead-load deflection of structure above approaches final position.

4. At fire-rated partitions, install firestopping in joint between top of partition and underside of structure above to comply with SECTION 078443 - FIRE-RESISTIVE JOINT SYSTEMS.

3.05 MORTAR BEDDING AND JOINTING: A. Lay hollow masonry units as follows:

1. With full mortar coverage on horizontal and vertical face shells. 2. Bed webs in mortar in starting course on footings and in all courses of piers, columns,

and pilasters, and where adjacent to cells or cavities to be filled with grout. 3. For starting course on footings where cells are not grouted, spread out full mortar bed,

including areas under cells. B. Lay solid brick-size masonry units with completely filled bed and head joints; butter ends with

sufficient mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush head joints.

C. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than the joint thickness, unless otherwise indicated.

3.06 MASONRY JOINT REINFORCEMENT: A. General: Provide continuous masonry joint reinforcement as indicated. Install entire length of

longitudinal side rods in mortar with a minimum cover of 5/8 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcement a minimum of 6 inches. 1. Space reinforcement not more than 16 inches o.c. 2. Space reinforcement not more than 8 inches o.c. in foundation walls and parapet walls. 3. Provide reinforcement not more than 8 inches above and below wall openings and

extending 12 inches beyond openings. a. Reinforcement above is in addition to continuous reinforcement.

B. Cut or interrupt joint reinforcement at control and expansion joints, unless otherwise indicated. C. Provide continuity at corners and wall intersections by using prefabricated "L" and "T"

sections. Cut and bend reinforcing units as directed by manufacturer for continuity at returns, offsets, column fireproofing, pipe enclosures, and other special conditions.

3.07 ANCHORING MASONRY TO STRUCTURAL MEMBERS: A. Anchor masonry to structural members where masonry abuts or faces structural members to

comply with the following: 1. Provide an open space not less than 1 inch in width between masonry and structural

member, unless otherwise indicated. Keep open space free of mortar or other rigid materials.


81799_4310_042000 042000-11

2. Anchor masonry to structural members with flexible anchors embedded in masonry joints and attached to structure.

3. Space anchors as indicated, but not more than 24 inches o.c. vertically and 36 inches o.c. horizontally.

3.08 CONTROL AND EXPANSION JOINTS A. General: Install control and expansion joint materials in unit masonry as masonry progresses.

Do not allow materials to span control and expansion joints without provision to allow for in-plane wall or partition movement.

B. Form control joints in concrete masonry using one of the following methods: 1. Install preformed control-joint gaskets designed to fit standard sash block. 2. Install interlocking units designed for control joints. Install bond-breaker strips at joint.

Keep head joints free and clear of mortar or rake out joint for application of sealant.

3.09 LINTELS: A. Provide masonry lintels where shown and where openings of more than 12 inches for brick-

size units and 24 inches for block-size units are shown without structural steel or other supporting lintels. 1. Provide prefabricated or built-in-place masonry lintels. Use specially formed bond beam

units with reinforcing bars placed as indicated and filled with grout. Temporarily support built-in-place lintels until cured.

3.10 REINFORCED UNIT MASONRY INSTALLATION: A. Temporary Formwork and Shores: Construct formwork and shores to support reinforced

masonry elements during construction. 1. Construct formwork to conform to shape, line, and dimensions shown. Make it

sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry.

2. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other temporary loads that may be placed on them during construction.

B. Placing Reinforcement: Comply with requirements of ACI 530.1/ASCE 6/TMS 602. C. Grouting: Do not place grout until entire height of masonry to be grouted has attained

sufficient strength to resist grout pressure. 1. Comply with requirements of ACI 530.1/ASCE 6/TMS 602 for cleanouts and for grout

placement, including minimum grout space and maximum pour height.

3.11 MASONRY CELL INSULATION A. Fill all open cells and voids in hollow concrete masonry walls. The foam insulation shall be

pressure injected through a series of 5/8" to 7/8" holes drilled into every vertical column of block cells (every 8" on center) beginning at an approximate height of four (4) feet from finished floor level. Repeat this procedure at an approximate height of ten (10) feet above the first horizontal row of holes (or as needed) until the void is completely filled. Patch holes with mortar and score to resemble existing surface.

3.12 FIELD QUALITY CONTROL: A. Owner will engage a qualified independent testing agency to perform field quality-control

testing indicated below.


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1. Retesting of materials failing to meet specified requirements shall be done at Sub-Contractor's expense.

B. Testing Frequency: Tests and Evaluations listed in this Article will be performed during construction for each 5000 sq. ft. of wall area or portion thereof.

C. Mortar properties will be tested per ASTM C780. D. Grout will be sampled and tested for compressive strength per ASTM C1019. E. Concrete Masonry Unit Tests: For each type of concrete masonry unit indicated, units will be

tested according to ASTM C140. F. Prism-Test Method: For each type of wall construction indicated, masonry prisms will be

tested per ASTM C1314, and as follows: 1. Prepare 1 set of prisms for testing at 7 days and 1 set for testing at 28 days.

3.13 REPAIRING, POINTING, AND CLEANING: A. Remove and replace masonry units that are loose, chipped, broken, stained, or otherwise

damaged or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar, pointed to eliminate evidence of replacement.

B. Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant application.

C. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints.

D. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: 1. Remove large mortar particles with wooden paddles and nonmetallic scrape hoes or

chisels. 2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for

comparison purposes. Obtain Engineer's approval of sample cleaning before proceeding with cleaning of masonry.

3. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering surfaces with liquid strippable masking agent, polyethylene film, or waterproof masking tape.

4. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing the surfaces thoroughly with clear water.

5. Clean brick by the bucket-and-brush hand-cleaning method described in BIA Technical Notes No. 20, using job-mixed detergent solution.

3.14 MASONRY WASTE DISPOSAL: A. Recycling: Unless otherwise indicated, excess masonry materials are Sub-Contractor's

property. At completion of unit masonry work, remove from Project Site. B. Excess Masonry Waste: Remove excess, clean masonry waste that cannot be used as fill, as

described above, and other masonry waste, and legally dispose of off Owner's property. END OF SECTION 042000

81799_4310_087050 087050-1

SECTION 087050 - FINISH HARDWARE

PART 1 - GENERAL

1.01 SUMMARY: A. This Section includes hardware for the proper installation, operation, and control of doors. B. Some door hardware will be provided under separate contract. See paragraph 3.02, this

SECTION. C. Related Work Specified Elsewhere:

1. Steel Doors and Frames: SECTION 081100. 2. Sound Control Door Assemblies: SECTION 083473. 3. Electrical: DIVISION 26.

1.02 REFERENCES: A. Applicable Standards:

1. American National Standards Institute (ANSI): a. A115 Series - Door and Frame Preparation. b. A156 Series - Hardware. c. A117.1 - Buildings and Facilities - Providing Accessibility and Usability for

Physically Handicapped People. 2. Builders Hardware Manufacturers Association (BHMA):

a. 1301 - Materials and Finishes. 3. Door and Hardware Institute (DHI):

a. Keying - Procedures, Systems and Nomenclature. b. Architectural Hardware Scheduling Sequence and Schedule Format. c. Abbreviations and Symbols. d. Processing Hardware for Custom Aluminum Doors. e. Hardware for Labeled Fire Doors. f. Recommended Locations for Builders Hardware for Standard Steel Doors and

Frames. g. Recommended Procedure for Processing Hardware Schedules and Templates.

4. National Fire Protection Association (NFPA): a. 80 - Standards for Fire Doors and Windows. b. 101 - Life Safety Code.

5. Underwriters Laboratories (UL): a. Building Materials Directory. b. 305 - Panic Hardware.

6. Americans With Disabilities Act (ADA): (1) Accessibility Guidelines (AG).

1.03 SUBMITTALS: A. Submit as specified in DIVISION 1. B. Architectural Door Hardware Consultant contact information.

1. Provide contact information of the Architectural Door Hardware consultant, including registration number, date of registration, and professional certification level. Failure to provide this will result in an automatic rejection of all door related submittals.

C. Door, Door Frame, Door Hardware Submittal: Prepared by or under the supervision of Installer's Architectural Hardware Consultant. Only a SINGLE, unified, submittal for all personnel doors, frames, and hardware shall be submitted for review. Coordinate with other applicable specification sections.

SECTION 087050 - FINISH HARDWARE: continued

087050-2 81799_4310_087050

D. Coordinate door hardware schedule with doors, frames, and related work to ensure proper size, thickness, hand, function, and finish of door hardware. Product Data for each type of door and frame specified, including details of construction, materials, dimensions, hardware preparation, core, fire-resistance rating, label compliance, sound ratings, profiles, and finishes.

E. Includes, but not limited to, the following: 1. Product Data: Manufacturer's technical product data for each item of hardware. Include

information necessary to show compliance with requirements, including keying records and instructions for maintenance of operating parts and finish.

2. Hardware Schedule: a. Schedule all hardware on the vertical format with a horizontal summary conforming

to DHI standard following the prescribed scheduling sequence, and supplying door descriptions and keying designations where applicable.

b. For every article in which the complement of fasteners, the hand, size, finish, or the incorporation of accessories represents a differential, enter each such article on the quantity summary as a separate item. Make each entry on the quantity summary complete and accurate, showing that all materials necessary to the finished installation are included.

c. The use of abbreviations and symbols is limited to those prescribed in the DHI standard and to those incorporated in the product numbers normal to manufacturers' procedures.

d. Door numbers used in the schedule shall be the same as those used herein and on the Drawings.

e. Schedules shall include a numerically ordered door index showing the hardware set for each opening.

3. Provide 6-month maintenance report.

1.04 QUALITY ASSURANCE: A. Acceptable Products: Articles of hardware are specified in PART 2 - HARDWARE SETS,

this Section, with reference to the listing given in PART 3 – EXECUTION, this Section. Articles selected from this listing are acceptable.

1.05 ARCHITECTURAL HARDWARE CONSULTANT – REQUIRED. A. Subcontractor shall employ a registered Door Hardware Consultant with the following

certifiations: 1. Door hardware submittal documents shall be prepared by a certified Architectural

Hardware Consultant (AHC), an Electrical Hardware Consultant, (EHC), or a certified Architectural Opening Consultant (AOC). All electrified hardware shall be selected, reviewed, and perscribed by either an Electrical Hardware Consultant (EHC), or an Architectural Opening Consultant (AOC). a. Where the AHC, EHC, or AOC wishes to modify or add hardware sets, this request

shall be made following normal Request for Information tracking. Consultation with the Architect shall be performed, and changes shall be made as necessary to the contract documents for no additional cost to the project.

B. Installer Qualifications: Supervised or inspected by certified Architectural Hardware Consultant (AHC).

C. It is the responsibility of the AHC to coordinate the hardware schedule for both the Sound Transmission Control Door Assemblies: SECTION 083473, as well as the Steel Door and Frames: SECTION 081100.


81799_4310_087050 087050-3

D. STC Door Hardware: For STC Rated Doors only, the following door hardware will be provided by the STC Door Hardware Manufacturer, as part of the STC rated assembly. 1. Butts and/or Hinges 2. Perimeter sound seals 3. Automatic Door Bottom 4. Astragals for door pairs 5. Automatic flush bolts 6. Flush bolts

1.06 DELIVERY AND HANDLING: A. Mark each article in a manner corresponding to the Hardware Schedule. Additionally, mark

each keyed cylinder lock with its assigned door number. B. Package articles of hardware complete with manufacturer's instructions and accessories as

normally provided, and carton securely. C. Provide a complete copy of the approved schedule with each lot of delivery, marked to indicate

the contents of the delivery. D. Provide a safe and secure location for jobsite storage to give reasonable assurance against loss

or damage. E. Deliver extra hardware to Owner, boxed and identified.

1.07 JOB CONDITIONS AND CONTRACT COORDINATION: A. Coordinate hardware with other Work. B. Some door hardware will be provided under separate security consultant contract. It is

anticipated that the access control management system, access control panels, panel interface boards, electronic door controllers, and varistors will be provided under that contract.

C. Furnish templates and other detail matter as required to each fabricator of doors and frames, and to other Work to be prepared for the installation of hardware.

D. Where Modifications to this Specification are required due to unanticipated conditions, make recommendations of alternative procedures to the Engineer/Architect for his consideration and approval.

PART 2 - PRODUCTS

2.01 PRODUCT REQUIREMENTS: A. Hardware shall meet the respective applicable standards specified in PART 1, this Section. B. Provide hardware complete with all fasteners, anchors, instructions, layout templates, and any

specialized tools as required for satisfactory installation and adjustment. C. Provide manufacturer's standard products meeting the design intent of this Specification, free

of imperfections affecting appearance or serviceability.

2.02 ACCEPTABLE MANUFACTURERS: A. Locks and Latches:

1. Schlage Lock Co. 2. Sargent Mfg. Div.; Essex Industries. 3. Corbin Hardware, Black & Decker. 4. Russwin Hardware, Black & Decker.

B. Door Closers: 1. LCN Closers Div., Schlage Lock. 2. Norton Div.; Yale Security.


087050-4 81799_4310_087050

C. Butts and Hinges: 1. Hager Hinge Co. 2. Lawrence Brothers, Inc. 3. Stanley Hardware Division/Stanley Works. 4. McKinney Manufacturing Co.

D. Door Stops: 1. Glynn-Johnson. 2. Ives; H.B. Ives. 3. Sargent Mfg. Div.; Essex Industries. 4. Corbin Hardware, Black & Decker. 5. Russwin Hardware, Black & Decker.

E. Kick Plates, Door Pulls, Push Plates, and Bars: 1. Hiawatha, J.L. Industries. 2. Cipco Corp. 3. Quality Hardware Mfg. Co.

F. Automatic Flush Bolts and Coordinators: 1. Glynn-Johnson.

G. Thresholds and Weatherstripping: 1. Reese Enterprises, Inc. 2. Zero International, Inc. 3. Pemko Manufacturing Co.

H. Exit Devices: 1. Von Duprin. 2. Yale 3. Sargent Mfg. Div; Essex Industries.

I. Electric Strikes: 1. Adams Rite 2. HES 3. Von Duprin 4. Security Door Controls (SDC)

J. Electromagnetic Locks: 1. Von Duprin 2. Security Door Controls (SDC)

K. Door Position Sensor: 1. Security Door Controls (SDC) 2. General Electric (GE Interlogics Industrial)

L. HID Proximity Card Readers: 1. HID 2. Schlage

M. Other Materials: 1. Armored power transfer door loops – as required.

N. Other manufacturers desiring approval comply with DIVISION 1 and submit Samples of both specified item and proposed item for comparison.

2.03 HARDWARE - GENERAL: A. Provide hardware for fire-rated openings in compliance with UL and NFPA 80. This

requirement takes precedence over other requirements for such hardware. B. Provide only hardware which has been tested and listed by UL for types and sizes of doors. C. Furnish items of hardware for proper door swing.


81799_4310_087050 087050-5

D. Provide strikes with curved lips. Provide extended lips when necessary. E. Provide strike boxes. F. Provide lock devices which allow doors to be opened from interior of room without a key. G. Provide dustproof strikes for all doors with automatic- or manual-flush bolts or other bolts to

floor. H. Finishes:

1. Locks and Latches: 626. 2. Door Pulls, Push Bars, and Push Plates: 630. 3. Kick Plates: 630. 4. Exit Devices: 626. 5. Butts: 626. 6. Door Stops, Holders, Dead Locks, Mortise Bolts, Pivots, and Miscellaneous

Hardware: 626. 7. Exposed Arms and Covers of Closers: 689.

2.04 FASTENERS: A. Manufacture hardware to conform to templates. B. Generally, prepare for phillips oval-head, machine-screw installation. C. Exposed screws to match hardware finish or, if exposed in surfaces of other Work, to match

finish of other Work as closely as possible. D. For mineral-core doors use screws with threads to head to apply butts. E. Provide concealed fasteners unless through-bolted. F. Through-bolt closers on labeled doors. G. Provide noncorrosive fasteners.

2.05 LOCKS AND LATCHES:

A. ANSI A156.2, Grade 1, heavy-duty cylindrical; Schlage "ND series"; Sargent "8 series"; Corbin "400 series"; Russwin "400 series": 1. 2-3/4-inch (70-mm) backset. 2. Manufacturer: Schlage. 3. Design/Style: Rhodes. 4. Functions as indicated in accordance with ANSI A156.2:

Cylindrical Lock Numbers

ANSI FUNCTION SCHLAGE SARGENT CORBIN RUSSWIN

F75 Passage D10S 8U15 410 410 Exit D25D 6G15-3 411 416

F76 Privacy D40S 8U65 420 420 F81 Office D53PD 8G05 451 440 F84 Classroom D70PD 8G37 455 440-5/8 F86 Storeroom D80PD 8G04 457 452

B. ANSI A156.25, Grade 1, Networked, hardwired, heavy-duty electronic lock; 1. Basis of Design: Schlage AD300 Series: 2. 2-3/4-inch (70-mm) backset. 3. Manufacturer: Schlage. 4. Design/Style: Rhodes.


087050-6 81799_4310_087050

2.06 DOOR CLOSERS: A. LCN 4010 or 411:

1. Size door closers to comply with manufacturer's recommendations for door sizes and locations; adjust to opening force required by code. (Provide closers with full range power adjustability such that at the end of the range, opening force required is less than 5 pounds per ADA-AG.)

2. Supply arms, brackets, and plates as required. 3. Mount on room side of corridor doors. 4. All closers shall have integral back checks. 5. Entrance and vestibule doors shall have delayed-action closer and overhead stop. 6. Other exterior outswinging doors shall have closer with limiting cushion stop.

2.07 BUTTS AND HINGES: (Conform to ANSI A156.1.) A. The following table refers to manufacturers' numbers which are considered equal:

HAGER LAWRENCE STANLEY McKINNEY

Type 1 SLBB1199 B5151A FBB199 T4B3386 Type 2 SLBB1168 B5151 FBB168 T4B3786 Type 3 SLBB1279 B4101 FBB179 TB2714 Type 4 SL1279 2481 F179 T2714 Type 5 SLBB1191 BB4101A FBB191 TB2314 Type 6 SLBB1268 BB5152 FBB268 T4B3795 Type 7 940 4168 2060 1502

B. Flat button tips on all butts. C. Size butts to door size and weight and to clear trim and allow 180o door swing. D. Butt Types:

1. Exterior Outswinging Doors: Type 1 NRP. 2. Interior Doors Through 36 Inches Wide: Type 4. 3. Interior Doors With Closer: Type 3. 4. Interior Doors Over 36 Inches Wide: Type 2.

E. Butt Quantities: 1. Doors 61 to 90 Inches in Height: Three butts. 2. Doors 91 to 120 inches in Height: Four butts.

F. Butt Sizes: 1. 1-3/4-Inch Doors: 4-1/2" x 4-1/2.

2.08 DOOR STOPS: A. Wall-Mounted: Glynn-Johnson WB60X or WB60XT.

2.09 KICK PLATES: A. ANSI A156.6, Type J100. B. 8" high x 2" less than door width. C. Bevel three edges of plate. D. 0.05-inch thick stainless steel.

2.10 DOOR PULLS, PUSH PLATES, AND BARS: A. ANSI A156.6:


81799_4310_087050 087050-7

1. Pull: Type J400, 8-inch straight pull with round bar. 2. Push Plate: Type J300, 4" x 16" square corner, flat plate with beveled edges. 3. Push Bar: Type J500, rectangular bar.

B. Provide cutouts as required for cylinders.

2.11 DOOR PULLS, PUSH PLATES, AND BARS: A. Pull: Hiawatha 523A. B. Push Plate: Hiawatha 200F. C. Push Bar: Hiawatha 1073A. D. Additional Acceptable Manufacturers:

1. Brookline. 2. Cipco. 3. Baldwin.

E. Provide cutouts as required for cylinders.

2.12 THRESHOLDS: A. ANSI A156.6, Type J36100, aluminum. B. Provide 1-piece unit not more than 1/2 inch high. C. Provide required bolt cutouts. D. Basis of Design: Reese S204A, S205 1/2A, S207A, and/or T550A.

2.13 DUSTPROOF STRIKES: A. Ives 489.

2.14 EXIT DEVICES: A. ANSI A156.3, Grade 1; type and function as indicated. B. Von Duprin, 98/99 series. C. All dogging to be key-controlled.

2.15 FLUSH BOLTS, AUTOMATIC: A. Hollow Metal Doors:

1. Door Controls, 840. 2. Glynn-Johnson, FB7. 3. Hager 281D / 282D.

2.16 DOOR COORDINATORS: A. Provide shims, bars, as required if coordinator provided for door has stop which lacks enough

surface area to allow proper mounting. B. Provide solid shim or other fascia piece which will result in surface being flush with

coordinator. C. Manufacturers:

1. Door Controls - 600 series. 2. Glynn-Johnson - COR series.

2.17 ASTRAGAL: A. Flat steel, UL-listed for labeled doors.

2.18 WEATHERSTRIPPING: A. At Jambs and Head: Surface-mounted, adjustable, mounted on stops; Reese 49.


087050-8 81799_4310_087050

B. Between Pair of Doors Weatherstripping - Meeting Edges: Pair of Reese M35DUR. C. Head Drip on Doors Other than Main Entrance Doors: Reese R201DUR.

2.19 SWEEPS A. Vinyl Seal At Bottom of Exterior Doors: Reese DB593A.

2.20 SMOKE SEALS A. At Jambs and Head: Surface-mounted, self-adhesive strips: Reese 797B B. Between Pair of Doors - Meeting Edges: Pair of Reese M35DUR. C. Between STC Rated Pair of Doors – Meeting Edges: As recommended by STC Rated Door

Supplier.

2.21 ELECTRIC STRIKES: A. ANSI A156.5, Grade 1, Heavy-duty electric strike B. Basis of Design: Von Duprin “6211”

2.22 ELECTROMAGNETIC LOCKS: A. ANSI A156.23, Grade 1, Heavy-duty electric lock, B. Basis of Design: SDC Series 1512.

2.23 DOOR POSITION SENSOR: A. SPDT, 250mA @ 30 VDC – High security magnetic switch B. Basis of Design: GE1078 - SPDT, 250mA @ 30VDC.

2.24 CARD KEY PROXIMITY READERS AND CARD TECHNOLOGY: A. High security, ISO 15693/14443B contactless communication enabled. B. 64-bit, diversified read/write keys, 13.65MHz read/write smart card technology. C. TIP Enabled, SIO Data binding. D. Basis of Design: HID iClass SE. Alternates to be reviewed and considered by

Owner’s technology provider.

2.25 HARDWARE, MISCELLANEOUS: A. Standard items by Emhart Corp., Ives, or Sargent.

2.26 EXTRA MATERIAL AND TOOLS: A. Provide extra locks, closers, and latches to Owner for maintenance purposes.

1. Provide one of each function and type. B. Provide six sets of lock tools.

2.27 KEYING: A. Keying requirements shall be determined by consultation with Owner. B. All locks shall be keyed the same unless noted “Keyed Differently” in the hardware schedule. C. Provide and set up complete visible card-indexed system with key tags and control slips. D. Tag and identify keys. E. Provide three keys for each lock or cylinder. F. Master key in groups as directed. G. Key to existing master key system. H. Provide construction master keys for all exterior doors.


81799_4310_087050 087050-9

2.28 HARDWARE SETS: A. Reference end of Section for Hardware Sets.

PART 3 - EXECUTION

3.01 PREPARATION: A. Check all frames and doors for proper hardware cutouts and reinforcements. Fit hardware

before final door finishing. B. Except as specified otherwise, permanently install articles of hardware after finishes have been

completed on the substrate. Note all requirements for coordination with protective coating applications.

C. Install hardware at such a time in the Project schedule so as to minimize the possibility of damage from the activity of other trades prior to acceptance.

D. Installation constitutes responsibility for performance.

3.02 WIRING TERMINATION POINT: A. Contractor shall provide a metal junction box with lid, and metal conduit from the door frame

to a location above the door to run all wire leads. The metal junction box and conduit shall concealed behind finished drywalled in finished office spaces. For industrial spaces, the exposed junction box shall be located in close proximity to the top of the door frame, and the conduit will run to the top of the door frame and terminate in a clean and professional manner so as to conceal the wire leads. Installation shall be clean and uniform in appearance. Run all wire leads up and into the junction box, and label each accordingly.

B. Door Hardware sub-contractor scope of work ends at the junction box noted above.

3.03 INSTALLATION: A. Mount articles of hardware at locations and in the manner prescribed in the respective DHI

standards specified in PART 1, this Section, unless otherwise specified. B. Conform to manufacturer's instructions, (supervised or inspected by an AHC.). C. All field preparations, such as drilling, cutting, tapping, and countersinking shall be accurately

executed to assure precise fitting and adjustment. D. Use fasteners of correct size and type with anchoring devices as required by construction

conditions, suited to the nature of the attachment substrate and the duty performance required. E. In the course of installation, avoid damage to hardware mechanisms, finishes, and surrounding

surfaces; smearing of paints, sealants, and lubricants onto surfaces not intended to receive them; and the admission of foreign matter into chassis and cases of units and their associated preparations.

F. Cut and fit thresholds to door frame profiles. Prepare thresholds for the attachment of strikes and clearance for spindles as required. Set thresholds in a continuously laid bed of mastic sealant to completely fill voids and exclude moisture from every source.

G. Seal weather protection components attached to the exterior sides of doors and frames, such as drip caps, astragals, and sweeps, in place with clear silicone caulk in such a manner as to ensure a continuously filled seam throughout the joinery.

H. Cut and fit weatherstripping accurately so as to effect the greatest possible continuity of the contact element. Where hardware-compatible extrusions are specified "do not cut", adjust templating of soffit- mounted hardware to suit the extrusion thickness and mount all such items on the extrusions.


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I. Protection plates shall be installed on visual centers of closed doors. Bottom edges of all such plates shall be flush with bottoms of doors or shall meet top edges of surface-applied door sweeps where they are specified.

J. At exterior doors, obtain satisfactory operation of the installation, then apply a thin layer of clear silicone caulk under hinge leaves on both door and frame. Remove excess caulk after torquing fasteners.

K. Adjust door closers immediately upon installation. Adjust in exact conformance with manufacturer's printed instructions. Backcheck shall be advanced to reduce shock at dead stop. Latching speed shall be set to assure unassisted positive latching. Adjustment of closers may be required prior to acceptance as directed by the Engineer.

L. Degrees of swing of doors are given for closers and overhead stops where exact dimensioning of the installation to achieve the indicated angles is required.

M. Special installation instructions are given where required in PART 2 - PRODUCT REQUIREMENTS, this Section.

3.04 ADJUSTMENT AND CLEANING: A. Carefully check and adjust the operation of each unit. (Checking and adjustment shall be

performed by a certified Architectural Hardware Consultant to ensure proper operation and function of each unit.)

B. Lubricate units only as recommended by their manufacturers. C. Remove excess sealants, lubricants, and any other foreign substances and protect all

installations from subsequent damage. D. Clean and lubricate units just prior to final acceptance and only with materials and procedures

recommended by their manufacturers. Adjust door controls to compensate for operation of heating and ventilation equipment.

E. Replace units which cannot be adjusted and lubricated to operate smoothly and properly. F. Maintain in a readable condition the sheets of instruction, layout templates, and any

supplementary literature regarding hardware. Transmit to the Owner all such matter together with all spare parts, specialized tools, and other accessories supplied with the hardware. Also, transmit to the Owner a copy of the approved hardware schedule and keying system. Notify the Engineer in writing that such transmittal has occurred.

G. Instruct Owner's maintenance personnel in the proper adjustment and maintenance of door hardware and finishes. Instructions shall be performed by a qualified representative of the manufacturers.

H. Approximately 6 months after final acceptance, check and re-adjust to assure proper function of doors and hardware. 1. Clean and lubricate operational items. 2. Replace items which have deteriorated or failed. 3. Prepare a written report of current and predictable problems in operation of hardware.

Hardware schedule begins on the following page. Please assume that all hardware sets have been changed per Addendum #1, dated 5/27/2015.


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3.05 DOOR HARDWARE SCHEDULE: HW-1 Single Exterior Egress Door – Insulated, monitored 3 Hinges (NRP) 1 Exit Device – Key latch retraction ANSI F03 1 Door Position Sensor 1 Closer (90 deg back check) 1 Aluminum ADA Weatherstripped Threshold 1 Weatherstrip 1 Kickplate 1 Sweep 1 Drip Cap HW-2 Single Occupant (Privacy) Toilet 3 Hinges 1 Privacy Set ANSI F76 1 Wall Stop 3 Frame Silencers HW-3 Single Door – Multiple Occupant Toilet 3 Hinges 1 Push plate 1 Pull plate 1 Closer (90 deg back check) 1 Wall Stop 1 Kick plate 3 Frame Silencers HW-4 Single Door – Interior – Passage Exit – 90 minute listed 3 Hinges 1 Exit Device – passage function ANSI F14 1 Closer (90 deg back check) 1 Smoke Seal 1 Kickpate 1 Wall Stop


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HW-5 Single Passage Door – 90 minute – STC 48 3 Hinges 1 Latch Set ANSI F75 1 Closer (90 deg. stop and backcheck) 1 Automatic Door Bottom 1 Smoke Seal 1 Flush plate threshold 1 Kickpate 1 Wall Stop HW-6 Single Door – Closet / Conference – non locking 3 Hinges 1 Latch Set (passage function) ANSI F75 1 Silencers 1 Wall Stop HW-7 Single Door - Office 3 Hinges 1 Lock Set (classroom function) ANSI F84 1 Silencers 1 Wall Stop HW-8 Single Exterior Vestibule Exit Door - Insulated, monitored. 3 Hinges (NRP) 1 Exit Device – Lock / Unlock ANSI F08 1 Closer (90 deg. back check) 1 Door Position Sensor 1 Kickplate 1 Weatherstripping 1 Aluminum ADA Weatherstripped Threshold 1 Sweep 1 Drip Cap HW-9 Single Door – Office w/ closer 3 Hinges 1 Lock Set (classroom function) ANSI F84 1 Closer (90 deg. stop and backcheck) 1 Silencers 1 Wall Stop


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HW-10 Single – Interior, Fire-rated, Card Reader Access 3 Hinges 1 Electric Strike 1 Lock set (storeroom function) ANSI F86 1 Card Reader 1 Door Proximity Sensor 1 Closer (90 deg. stop and backcheck) 1 Smoke Seal 1 Kickplate HW-11 Single – Interior, Fire-rated, STC Rated, Card Reader Access 3 Hinges 1 Electric Strike 1 Lock set (storeroom function) ANSI F86 1 Card Reader 1 Door Proximity Sensor 1 Closer (90 deg. stop and backcheck) 1 Automatic Door Bottom 1 Flush plate threshold 1 Smoke Seal 1 Kickplate HW-12 Overhead Coiling Doors 1 Door Position Sensor HW-13 Pair – Exterior – Monitored 6 Hinges (NRP) 1 Exit Device (active leaf) ANSI F03 1 Door Position Switch (active leaf) 1 Flush bolts set (inactive leaf) 1 Astragal (active leaf) 1 Aluminum threshold 1 Closer (Active leaf)(90 deg. back check) 1 Weatherstripping 2 Sweeps


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HW-14 Pair – Interior – STC – Monitored – no entry – w/ Transom 6 Hinges 1 Exit Device (active leaf) ANSI F01 1 Surface Bolts Set (inactive leaf) 2 Closer (90 deg. stop and backcheck) 1 Astragal 1 Coordinator 2 Automatic Door Bottoms 1 Flush plate threshold 1 Perimeter seal set 1 Removable transom bar hardware HW-15 Pair – Interior – STC 6 Hinges 1 Exit Device (passage active leaf) ANSI F14 1 Surface Bolts Set (inactive leaf) 2 Closer (90 deg. back check) 1 Astragal 1 Coordinator 2 Automatic Door Bottoms 1 Flush plate threshold 1 Perimeter seal set 1 Removable transom bar hardware END OF SECTION 087050