c1, c2, c3, c4, c4.1, c5, c6, a1.01 ... - cam builders, llc - addenda/addendum 1 with... · page 1...

ADDENDUM NO. 01 PAGE 1

A NEW CENTRAL FIRE DEPARTMENT for the CITY OF OPELIKA Opelika, Alabama PROJECT NO. AMGM140034 November 30, 2016 ADDENDUM NO. 01 This Addendum is hereby made part of the Contract Documents to the same extent as though it was originally included therein. Receipt for this Addendum must be acknowledged by the Bidder by statement of receipt indicated on the Proposal Form. SPECIFICATIONS: 1. See attached Pre-Bid RFIs and Responses dated 11-30-16.

2. See attached Pre-Bid Meeting Notes.

3. Refer to Table of Contents, and delete the section titled 13 34 10 - Metal Building Systems. This section is not included in the project.

4. Refer to Table of Contents, and add the attached new Section 01 21 00 – Allowances to the Contract Documents.

5. Refer to Table of Contents, and add the attached new Section 03 45 00 – Precast Architectural Concrete to the Contract Documents.

6. Refer to Section 08 71 00 - Finish hardware, delete original section and add the attached revised Section 08 71 00 - Finish Hardware.

REVISIONS TO DRAWINGS: 7. Refer Sheets C1, C2, C3, C4, C4.1, C5, C6, A1.01, A3.02, A4.13, A5.01, A6.11, A6.21,

A6.22, A7.01, E1.01, E1.02, E1.03, E1.04, E2.01, E3.01, E3.02 and E4.01, and replace original sheets with attached revised sheets.

8. Refer to attached new Sheets C7, C8, C9 and C10, and add these to the Contract Documents.

9. Refer to Sheet M0.02 - Mechanical Schedules and Details: Variable Refrigerant Flow Outdoor Unit

Schedule: Replace note #2 with the following, “Install unit on concrete housekeeping pad, 6” larger in each plan dimension than unit, and 6” high. Install on rubber isolation pads.”

10. Refer to Sheet M3.01 - Enlarged Ground Floor Mechanical Plan: Relocate VRFO-1 further from the building than is indicated on the plans, such that it is 4 ft off the building.

SUSBTITUTIONS:

11. Refer to Section 08 36 13 - Sectional Doors, and add the following as an approved manufacturer(s):

ADDENDUM NO. 01 PAGE 2

A. Raynor.

12. Refer to Section 238125 – Variable Refrigerant Flow Air Conditioners, and add the following as an approved manufacturer(s):

A. Samsung. ATTACHMENTS:

Specifications: Pre-Bid RFIs and Responses dated 11-30-16 Pre-Bid Meeting Notes New Section 01 21 00 - Allowances New Section 03 45 00 - Precast Architectural Concrete Revised Section 08 71 00 - Finish Hardware Civil Drawings: Revised Sheet C1 Existing Conditions Demolition Plan Revised Sheet C2 Site Plan Revised Sheet C3 Utility Plan Revised Sheet C4 Grading Plan Revised Sheet C4.1 Erosion Control Plan Revised Sheet C5 Details Revised Sheet C6 Details New Sheet C7 Specifications New Sheet C8 Specifications New Sheet C9 Specifications New Sheet C10 Specifications Architectural Drawings: Revised Sheet A1.01 First Floor Plan Revised Sheet A3.02 Building Sections Revised Sheet A4.13 Large Scale Stair Plans, Sections and Details Revised Sheet A5.01 Large Scale Plans Revised Sheet A6.11 Door/Frame Schedule, Door, Window and Frame Types Revised Sheet A6.21 Door and Storefront Details Revised Sheet A6.22 Door and Window Details Revised Sheet A7.01 Interior Elevations Electrical Drawings: Revised Sheet E1.01 Electrical Legend & Disconnect Schedule Revised Sheet E1.02 Power Riser Diagram & Fire Alarm Riser Diagram Revised Sheet E1.03 Panelboard Schedules & Notes Revised Sheet E1.04 Details, Panels, Relay Control Schedules & Notes Revised Sheet E2.01 Lighting Plan Revised Sheet E3.01 Power Plan Revised Sheet E3.02 Large Scale Power Plan Revised Sheet E4.01 Auxiliary Plan Note: changes to drawings have clouded and identified as Addendum 1.

END OF ADDENDUM NO. 01

Pre-Bid RFI’s and Responses (11-30-16)

1. The Table of Contents lists division 13, however there is no division 13 spec. Please advise. (First

Team). Response: Not required. See Addendum #1.

2. Can the AISC certification be omitted from the bid. This will allow for more competitive bids.

(Russell) Response: No, AISC certification will be required.

3. Please provide the fencing detail and the location of the fence. Drawing S0.03 shows fencing on

the retaining wall and says to see Architectural. Please clarify. (Russell) Response: A guard rail

is to be provided on top of wall as shown in detail 3/A3.02. Delete reference to fencing.

4. Storefront frame SF6 is located in a 1 hour rated wall. Does the window need to be fire rated?

(Russell). Response: Revised to rated HM. See Addendum #1.

5. Please clarify who is responsible for ALL testing for the project. (Russell) Response: See Pre-bid

Meeting Notes elsewhere in Addendum #1.

6. Doors 124 J & K are listed as single 3070 doors but referenced frame SF2 is for a pair of doors.

Please clarify. (Precision Glass) Response: At doors 124 J & K, revise frame type on door

schedule to be SF-1.

7. Door HM-D2 not shown on Door Schedule. Please clarify. (Precision Glass) Response: There is no

door HM-D2

8. No erosion control plan is included in bid set. Please advise. (Twin Oaks Environmental) Erosion

Control Plan added to plans - Refer to C4.1 Erosion Control Plan – Addendum 1 dated 11/30/16

9. Please provide details of trench drain shown on sheet C3 – dimensions, model number, etc.

(Twin Oaks Environmental) Refer to C3 Utility Plan – Addendum 1 dated 11/30/16

10. Drawing P2.03, the continuation of SP-1 discharge piping is not shown on the civil plans. Please

clarify. (Russell) Refer to C3 Utility Plan – Addendum 1 dated 11/30/16

11. Is all natural gas piping to be welded? (Russell) Response: Yes. Refer to specification 221123,

2.1.A

12. Are all building soil, waste and vent piping to be hub & spigot below ground? (Russell) Response:

Yes. Refer to specification 220000, 2.2.A

13. The limits of construction on C1 do not appear to allow for the existing parking lot and curb to

be removed for the installation of the NW retaining wall. In a standard retaining wall

installation, it will be necessary to remove and replace part of the parking stalls in order to

properly bench the excavation behind the retaining wall. Please indicate whether or not it is

anticipated by the Architect & Owner that a portion of the parking stalls will be removed and

replaced. (CAM) Response: Refer to revised civil drawing C2 for clarification.

14. C4 indicates that top of retaining walls are to be built to approx. 1ft above the upper grade

elevation. The retaining wall details on S0.03 align with this by referencing a guardrail to be

shown in the architectural plans. The retaining wall detail in the architectural plans [5/A3.01]

shows the retaining wall extending 3’6” above the upper grades to act as a guardrail. a) Which is

correct: the top of wall numbers on C4? or shall these be extended to accommodate 5/A3.01? b)

are guardrails (or retaining wall extensions to 3’-6” above upper grade) to be at all retaining wall

locations or only those that exceed 30” in height? (CAM) Response: Refer to revised civil and

architectural drawings issued in Addendum 1 for information on retaining walls.

15. Please confirm that the site is under an acre and no ADEM permit or water monitoring is

required. (CAM) Response: Contractor is responsible for obtaining ADEM Permit for Site

Disturbance and Water Monitoring.

16. Please provide specs for divisions 31, 32, 33. We do not have these sections in our specification

book. (CAM) Response: Refer to civil drawings C7 through C10 issued with Addendum 1 for

specifications.

17. Section 01 30 00 section 3.11 paragraph 3.21 identifies a party to be a CM to this contract. Will a

CM be appointed to the contract and if so who will be the CM? (CAM) Response: There will be

no CM on this project.

November 29, 2016

City of Opelika

New Central Fire Station

Pre-bid Meeting Agenda (meeting notes after agenda)

Representative for City of Opelika: Mr. Michael J. Hilyer, Director of Public Works

Bid Date: December 6, 2016

Bid Time: 2:00 PM

Bid Location: City Hall Conference Room

Pre-qualified general contractors:

1. Bailey-Harris Construction

2. CAM Builders

3. First Team Construction

4. J. A. Lett Construction

5. Russell Construction

Tax Exempt Status:

This project is exempt from sales and use taxes. Please provide estimated sales and use taxes

that would apply if the project were not exempt on Attachment B to proposal form.

Bid Procedures:

1. Bids must be submitted in sealed envelopes

2. GC License number must be shown on the outside of the envelope

3. Any notes on the outside of the envelope must be signed

4. Proposal must be signed

5. All required attachments must be included

Required Attachments to bid Proposals:

1. Bid bond or certified check

2. Attachment A – Unit Prices

3. Attachment B – Accounting of Sales & Use Tax

4. Attachment C – List of Major Subcontractors or Suppliers (to be submitted within 24

hours of bid time)

Note: There are no bid alternates on this project

Form of Contract:

The form of contract for this project will be AIA Document A101 (2007) with general

conditions per AIA Document A201 (2007) and supplementary conditions as shown in

specifications.

Requests for Information:

Cutoff for receiving RFI’s is 5:00 PM on Thursday Dec. 1.

Building Permit:

A permit is required, but City will waive permit fees.

Testing and Special Inspections:

See section 01 41 00 of specifications for structural testing and special inspections to be

provided by Owner.

Time of Completion:

Time of completion from date of Notice to Proceed is 300 Calendar Days.

Project Safety:

Safety on the project site is the sole responsibility of the contractor. This is a high-profile

project in a busy public area and the site is to be maintained in a safe and secure manner at

all times.

Discussion Items:

1. Field office on site

2. Protection of work area

3. Restrictions on work hours

4. Site access, deliveries, etc.

Forthcoming Addendum Items:

1. Pre-bid meeting notes

2. Pre-bid meeting sign-in sheet

3. RFI log and responses

4. Precast concrete spec – retaining wall cap

5. Door hardware schedule and related electrical requirements

6. Brick selection

Architect: Goodwyn, Mills & Cawood, Inc.,

Gary Greenshields, AIA [email protected]

Pre-bid Meeting Notes:

1. The general contractor and subcontractors will be required to have a current City of

Opelika business license and City occupational fees will apply to this project.

2. The City will waive permit and inspection fees.

3. There will be no impact fee for sanitary sewer connection.

4. The contractor is responsible for contacting all other utilities, including water and

power, to determine any other impact fees or costs that will be incurred for

connecting to those utilities. Contractor is responsible for including all such costs in

bid proposal.

5. A portion of the parking lot adjacent to City Hall will be available to the contractor

during construction.

6. The contractor will be responsible for the costs of all required testing during

construction other than structural testing and special inspections.

7. The Owner will be responsible for structural testing and special inspections during

construction.

8. Anticipated date for Notice to Proceed is mid-January.

9. The sign-in sheet from the meeting is attached.

NEW CENTRAL FIRE DEPARTMENT ARCHITECT'S PROJECT NO: AMGM140034CITY OF OPELIKA OPELIKA, ALABAMA

ALLOWANCES 01 21 00 - 1 of 1

SECTION 01 21 00ALLOWANCES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Contingency allowance.

1.02 RELATED REQUIREMENTS

A. Section 01 20 00 - Price and Payment Procedures: Additional payment and modification procedures.

1.03 CONTINGENCY ALLOWANCE

A. Contractor's costs for products, delivery, installation, labor, insurance, payroll, taxes, bonding,equipment rental, overhead and profit will be included in Change Orders authorizing expenditure offunds from this Contingency Allowance.

B. Funds will be drawn from the Contingency Allowance only by Change Order.

C. At closeout of Contract, funds remaining in Contingency Allowance will be credited to Owner byChange Order.

1.04 ALLOWANCES SCHEDULE

A. ALLOWANCE NO. 1 - Contractor shall include and state in his base bid the in-place allowance of$15,000 for all residential appliances. Refer to Section 11 35 00 - Residential Appliances for additionalinformation. Any unused portion shall be a credit to the Owner.

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USEDEND OF SECTION


PRECAST ARCHITECTURAL CONCRETE 03 45 00 - 1 of 5

SECTION 03 45 00PRECAST ARCHITECTURAL CONCRETE

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Architectural precast concrete decorative elements.

B. Supports, anchors, and attachments.

1.02 RELATED REQUIREMENTS

A. Section 03 30 00 - Cast-in-Place Concrete: Admixtures.

B. Section 07 92 00 - Joint Sealants: Sealing perimeter and intermediate joints.

1.03 REFERENCE STANDARDS

A. ACI 318 - Building Code Requirements for Structural Concrete and Commentary; 2011.

B. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2014.

C. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware;2009.

D. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSITensile Strength; 2014.

E. ASTM A563 - Standard Specification for Carbon and Alloy Steel Nuts; 2007a (Reapproved 2014).

F. ASTM A563M - Standard Specification for Carbon and Alloy Steel Nuts [Metric]; 2007.

G. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon Steel Bars for ConcreteReinforcement; 2015.

H. ASTM A1064/A1064M - Standard Specification for Carbon-Steel Wire and Welded WireReinforcement, Plain and Deformed, for Concrete; 2015.

I. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2013.

J. ASTM C150/C150M - Standard Specification for Portland Cement; 2015.

K. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete; 2010.

L. AWS D1.1/D1.1M - Structural Welding Code - Steel; 2015.

M. AWS D1.4/D1.4M - Structural Welding Code - Reinforcing Steel; 2011.

N. PCI MNL-117 - Manual for Quality Control for Plants and Production of Architectural Precast ConcreteProducts; 2007.



O. PCI MNL-120 - PCI Design Handbook - Precast and Prestressed Concrete; 2010, Seventh Edition.

P. PCI MNL-122 - Architectural Precast Concrete; 2007, Third Edition.

Q. PCI MNL-123 - Design and Typical Details of Connections for Precast and Prestressed Concrete; 1988,Second Edition.

R. PCI MNL-135 - Tolerance Manual for Precast and Prestressed Concrete Construction; 2000.

1.04 SUBMITTALS

A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.

B. Product Data: Manufacturer's information on accessory products, including pigments, admixtures,inserts, plates, etc.

C. Shop Drawings: Indicate layout, unit locations, configuration, unit identification marks, reinforcement,integral insulation, insulated panel system connectors, connection details, support items, location oflifting devices, dimensions, openings, and relationship to adjacent materials. Provide erection drawings.

D. Samples: Submit two 2, 6 by 6 inch in size, illustrating surface finish, color and texture.

1.05 QUALITY ASSURANCE

A. Fabricator Qualifications:1. Firm having at least 2 years of documented experience in production of precast concrete of the type

required.

B. Welder Qualifications: Qualified within previous 12 months in accordance with AWS D1.1/D1.1M andAWS D1.4/D1.4M.

1.06 MOCK-UP

A. Construct mock-up in coordination with masonry mock-up panel. Refer to Section 04 20 00- UnitMasonry.

B. Include mock-up panel with precast cap.

C. Locate where directed.

1.07 DELIVERY, STORAGE, AND HANDLING

A. Handling: Lift and support precast units only from support points.

B. Protect units to prevent staining, chipping, or spalling of concrete.

PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Architectural Precast Concrete:

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1. Any manufacturer holding a PCI Group A Plant Certification for the types of products specified;see www.pci.org.

2. Georgia Precast Services.3. Cast Stone Inc..

2.02 PRECAST UNITS

A. Precast Architectural Concrete Units: Comply with PCI MNL-120, PCI MNL-122, PCI MNL-123, PCIMNL-135, and ACI 318.1. Design Loads: Static loads, anticipated dynamic loading, including positive and negative wind

loads, thermal movement loads, and erection forces as defined by applicable code.2. Calculate structural properties of units in accordance with ACI 318.3. Accommodate construction tolerances, deflection of building structural members, and clearances of

intended openings.4. Provide connections that accommodate building movement and thermal movement and adjust to

misalignment of structure without unit distortion or damage.

B. Finish Type A: Ensure exposed-to-view finish surfaces of precast units are uniform in color andappearance.

2.03 REINFORCEMENT

A. Reinforcing Steel: ASTM A615/A615M, Grade 40 (40,000 psi).1. Deformed billet-steel bars.2. Unfinished.

B. Steel Welded Wire Reinforcement (WWR): Plain type, ASTM A1064/A1064M.1. WWR Style: 6 by 12-W12 by W5.

2.04 CONCRETE MATERIALS

A. Cement: ASTM C150/C150M, Type I - Normal Portland type.

B. Fine and Coarse Structural Aggregates: ASTM C33/C33M.

C. Surface Finish Aggregate: Conforming to sample in office of Architect.

D. Color Additives: Pure, concentrated mineral pigments specifically intended for mixing into concrete andcomplying with ASTM C979/C979M.1. Color(s): As indicated on drawings.

E. Water: Clean and not detrimental to concrete.

F. Grout: 1. Non-shrink, non-metallic, minimum 10,000 psi, 28 day strength.

2.05 SUPPORT DEVICES

A. Connecting and Support Devices; Anchors and Inserts: ASTM A36/A36M steel; hot-dip galvanized inaccordance with ASTM A153/A153M.1. Clean surfaces of rust, scale, grease, and foreign matter.











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2. Prime paint in one coat, except surfaces in direct contact with concrete or requiring field welding.

B. Bolts, Nuts, and Washers: ASTM A307 heavy hex bolts, Type A, hot-dip galvanized, with matchingASTM A563 (ASTM A563M) nuts and matching washers.

C. Primer: Zinc rich type.

2.06 ACCESSORIES

A. Bearing Pads: High density plastic; Shore A Durometer as recommended; 1/8 inch thick, smooth bothsides.

2.07 FABRICATION

A. Fabricate in conformance with PCI MNL-117 and PCI MNL-135.

B. Maintain plant records and quality control program during production of precast units. Make recordsavailable upon request.

C. Use rigid molds, constructed to maintain precast unit uniform in shape, size, and finish.

D. Use form liners in accordance with manufacturer's instructions.

E. Maintain consistent quality during manufacture.

F. Fabricate connecting devices, plates, angles, items fit to steel framing members, inserts, bolts, andaccessories. Fabricate to permit initial placement and final attachment.

G. Embed reinforcing steel, anchors, inserts plates, angles, and other cast-in items.

H. Cure units to develop concrete quality, and to minimize appearance blemishes such as non-uniformity,staining, or surface cracking.

I. Minor patching in plant is acceptable, providing structural adequacy and appearance of units is notimpaired.

2.08 FABRICATION TOLERANCES

A. Conform to PCI MNL-117 and PCI MNL-135, except as specifically amended below.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that building structure, anchors, devices, and openings are ready to receive work of this section.

3.02 PREPARATION

A. Provide for erection procedures and induced loads during erection. Maintain temporary bracing in placeuntil final support is provided.







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3.03 ERECTION

A. Erect units without damage to shape or finish. Replace or repair damaged panels.

B. Erect units level and plumb within allowable tolerances.

C. Align and maintain uniform horizontal and vertical joints as erection progresses.

D. When units require adjustment beyond design or tolerance criteria, discontinue affected work; adviseArchitect.

E. Fasten units in place with mechanical connections.

F. Provide non-combustible shields during welding operations.

G. Touch-up field welds and scratched or damaged primed painted surfaces.

H. Set vertical units dry, without grout, attaining joint dimension with lead or plastic spacers. Pack grout tobase of unit.

I. Exposed Joint Dimension: 1/2 inch. Adjust units so that joint dimensions are within tolerances.

3.04 TOLERANCES

A. Erect members level and plumb within allowable tolerances. Conform to PCI MNL-135, except asspecifically amended below.1. Plan Location from Building Grid Datum: Plus or minus 3/8 in.2. Top Elevation from Nominal Top Elevation: Plus or minus 3/8 inch.3. Maximum Plumb Variation Over Height of Structure or 100 ft (whichever is less): Plus or minus

1/2 inch.4. Exposed Joint Dimension: Plus or minus 3/16 inch.5. Maximum Jog in Alignment of Matching Faces or Edges: Plus or minus 3/16 inch.

END OF SECTION



























NEW CENTRAL FIRE DEPARTMENT ARCHITECT’S PROJECT NO. AMGM140034 CITY OF OPELIKA OPELIKA, AL

FINISH HARDWARE 08 71 00 - 1 of 17

SECTION 08 71 00

FINISH HARDWARE PART 1 - GENERAL 1.01 WORK INCLUDED:

A. The work in this section shall include the furnishing of all items of finish hardware as hereinafter specified, or obviously necessary to complete the building, except those items which are specifically excluded from this section of the specification.

B. Drawings and general provisions of the Contract, including General and Supplementary Conditions

and Division 1 Specification Sections, apply to this Section. 1.02 RELATED WORK:

A. The following section of this specification should be examined in order to identify materials or equipment which may be obtained through this section.

1. Section 08 11 13 - “Steel Doors and Frames” 2. Section 08 14 16 - “Flush Wood Doors” 3. Section 08 43 13 - “Aluminum Storefront”

1.03 DESCRIPTION OF WORK:

A. Finish Hardware: Hardware used in building construction but particularly that used on or in connection with doors, frames, cabinets and other movable members. It also has a finished appearance as well as functional purpose and may be considered as a part of the decorative treatment of a room or building.

1.04 QUALITY ASSURANCE:

A. Hardware has been specified herein by manufacturers’ name, brand and catalog numbers for the purpose of establishing a basis for quality, finish, design and operational function. No other products will be furnished unless approved by means of 1.4 Paragraph “D”.

B. To insure a uniform basis of acceptable materials, it is the intention that only manufacturers’ item

specified as “acceptable and approved” be furnished for use on this project.

C. Deviation from or modification of items will be permitted only for special instances caused by reason of construction characteristics and for the purpose of providing proper operational function. The contractor shall be responsible for checking any necessary deviations in order that hardware shall fit and function properly.

D. Substitutions: Request for substitutions of items of hardware other than those listed as “acceptable

and approved” shall be made to the architect no later than ten (10) days prior to bid opening. Approval of substitutions will only be given in writing or by Addenda. Requests for substitutions shall be accompanied by samples and/or detailed information for each manufacturer of each product showing design, functions, material thickness and any other pertinent information needed to compare



your product with that specified. Substitution requests for mortise locks, door closers and exit devices shall include a physical sample. Lack of this information will result in a refusal.

E. Supplier: A recognized builders hardware supplier whose principal office and place of business is

located within 150 miles of the project site, who has been furnishing hardware in the project's vicinity for a period of not less than five (5) years; and who is, or has in full time employment an Architectural Hardware Consultant (AHC) in good standing as certified by the American Society of Architectural Hardware Consultants, or equivalent, and who is a direct distributor of the products approved, for warranty purposes. This paragraph will be strictly enforced. All schedules shall be signed by an AHC.

The supplier must have demonstrated willingness to coordinate field problems, and (upon reasonable compensation) to assist the Owner in re-keying and service operations. He must have a reputation for supplying quality material. Pre-bid approval is required; the following are accorded such approval in advance:

1. Mullins Building Products; Montgomery, AL 2. Brabner & Hollon; Mobile, AL 3. Builders Door & Hardware; Dothan, AL 4. Building Specialties; Birmingham and Tuscaloosa, AL 5. Commercial Door Products; Montgomery, AL 6. Contract Hardware and Specialty Co.; Columbus, GA 7. Dothan Commercial Door; Dothan, AL 8. John Wright & Associates; Birmingham, AL 9. Mullins Building Products; Birmingham, AL

10. Rayford & Associates, Inc., Mobile, AL 11. Scarborough Door & Hardware; Florence, AL 12. Southern Sash; Montgomery, AL 13. U. S. Security Systems; Montgomery, AL 14. Wagstaff Taylor; Birmingham, AL 15. Kelley Brothers, Daphne, AL

F. Products and installation under the work of this Section shall be in compliance with, in part, at least

the more stringent provisions of the following, either the latest edition or latest adopted edition of the locality, and all revisions and amendments thereto:

1. Americans With Disabilities Act of 1990 (ADA) “Accessibility Guidelines” (ADA-AG),

and all revisions and amendments thereto. 2. “2010 ADA Standards for Accessible Design”, Published in the Federal Register September

15, 2010. 3. American National Standards Institute (ANSI), ANSI A 117.1, 2003. 4. Uniform Federal Accessibility Standards (UFAS). 5. International Building Code, either the latest edition or latest adopted edition of the locality

as applicable at the project locale. 6. Where this requires any substitution of products specified herein, advise Architect in writing

for necessary approvals. 1.05 SUBMITTALS:



A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections.

B. The finish hardware supplier shall, after award of a formal contract submit to the architect, six (6)

complete computerized or typewritten (handwritten are not acceptable) copies of the proposed finish hardware schedule for approval. The schedule shall be prepared using the “sequence and format” for the Door and Hardware Institute (DHI). After approval of the schedule the hardware supplier shall provide three (3) copies of this approved schedule to the contractor for file and distribution purposes. Hardware will not be ordered by the hardware supplier until an approved schedule has been received. Horizontal schedules will not be acceptable. Provide vertical format.

C. When submitting schedules for approval, include two manufacturers’ cut sheets on each hardware

item proposed. Index it with the use of number or letters or a combination of both, with the hardware schedule. The index numbers/letters are to be in right hand column on the same line as the respective manufacturers’ numbers. All manufacturers’ numbers shall be indexed even when appearing more than once.

D. Templates: The hardware supplier shall provide necessary templates and/or physical hardware to all

trades requiring them in order that they may cut, reinforce or otherwise prepare their material or product to receive the hardware item. If physical hardware is required by any manufacturer the hardware supplier shall ship to them such hardware via prepaid freight in sufficient time to prevent any delay in the execution of their work.

1.06 DELIVERY, STORAGE, AND HANDLING:

A. Comply with manufacturer’s current written instructions and recommendations. B. All items of hardware to be delivered to the job site shall be of completely packaged with all

necessary screws, bolts, miscellaneous parts, instructions and where necessary installation templates for manufacturers’ suggested installation. All boxes are to have a typed label with door hand, room location, item number and keying to conveniently identify them and their intended location in the building.

C. A representative of the general contractor shall receive the hardware when delivered at the job site.

A dry locked storage space complete with shelving, shall be set aside for the purpose of unpacking, sorting, checking and storage.

D. Finish hardware shall be delivered to the general contractor by the hardware supplier. Direct factory

shipments to the job site are not acceptable.

E. The hardware shall be jointly inventoried by the representative of the general contractor and the hardware supplier.

F. Items damaged in shipment shall be replaced promptly and with proper material without additional

cost to the general contractor.

G. All hardware shall be handled in a manner to minimize marring, scratching or damage. 1.07 WARRANTY:



A. Provide at least the following:

1. Locks and latches - 3 years. 2. FEMA locks and latches - 3 years 3. Mechanical exit devices - 3 years 4. Electro-mechanical exit devices - 1 year 5. Closer bodies - 25 years 6. Power supplies for Electro-mechanical Hardware – 1 year 7. Balance of electrical items - 1 year 8. Balance of hardware items - 1 year

B. Warranty is to cover failure due to manufacturing defects or material failure only. It shall not cover

abuse, vandalism, improper installation or maintenance. Defective materials are to be replaced at no cost to the owner.

C. The above warranties shall be in addition to, shall be in effect simultaneously with, and shall not

alter other project or product warranties or guarantees, nor shall they serve as a limitation to other remedies available to the Owner.

PART 2 - SPECIFIC REQUIREMENTS 2.01 ACCEPTABLE MANUFACTURERS:

A. Requirements for design, grade, function, finish, size and other distinctive qualities of each type of finish hardware are indicated in the hardware schedule at the end of this section.

2.02 FINISH OF HARDWARE:

A. Finish of hardware items shall conform to ANSI A156.18 unless otherwise specified in the hardware

sets, and shall be as follows for aluminum, hollow metal and wood doors:

1. Butts Exterior 630, Interior 652 2. Locksets & Cylinders 626, satin chrome 3. Exit Devices US26D, satin chrome, except exit device touch pads shall be satin stainless steel. 4. Deadlocks 626 5. Push & Pulls 630, satin stainless steel. 6. Closers 689, painted aluminum, except provide LCN “RAL” custom paint finish to match specified aluminum door

finish. Supplier to submit custom color chart during submittal process.

7. Kick, mop and armor plates 630, satin stainless steel 8. Miscellaneous Items 626 or 630 9. Continuous Gear Hinges 628, satin aluminum, except hinges for aluminum doors shall be matching anodized aluminum or Kynar paint finish. Supplier to coordinate with door supplier. .

2.03 HINGES:



A. Templates Hinges: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, provide only template hinges which conform to ANSI whenever applicable.

B. Hinge pins, except as otherwise indicated, shall be as follows:

1. Steel Hinges: Steel Pins

2. Non-Ferrous Hinges: Stainless Steel Pins 3. Exterior Doors: Non-Removable Pins (NRP) or Security Stud 4. Out-Swing Corridor Doors: Non-Removable Pins (NRP), whether specified in the hardware

sets or not. 5. Interior Doors: Non-Rising Pins 6. Tips: Flat button and matching plug, finished to match leaves, except where hospital tip

indicated.

C. Where projection of door trim is such as to prevent desired degree of opening, the proper hinge width shall be provided to allow the door to clear the trim.

D. Acceptable and approved only as follows:

1. Ives 2. Bommer 3. Hager

E. Substitutions allowed only as described under paragraph 1.4.D of this section.

2.04 CYLINDERS, KEYS AND KEYING:

A. All lock cylinders shall be master keyed to owner’s existing Schlage master key system. Master key system shall be Schlage controlled access Schlage 29 series, patent expiration date of year 2029. All new cylinders shall 6-pin key removable core type, large format Schlage FSIC. New cylinders shall be master keyed, keyed alike or keyed different as directed by the owner. New key bittings shall be an extension of factory records created and maintained by Schlage Lock Company.

B. Supplier shall provide brass temporary construction use cores for all locking devices. The general contractor shall be responsible for removal of temporary cores and the install of permanent cores at the completion of the project. Permanent cylinders and keys shall be tested for proper operation at time of installation by the general contractor. Temporary construction use cores shall be returned to the hardware supplier by the general contractor. The general contractor shall reimburse the hardware supplier for construction cores not returned.

C. Key Quantities: 1. 12 construction master keys 2. 2 construction control keys 3. 2 operating keys per lock cylinder 4. 5 master keys per mk group created 5. 5 grand master keys 6. 4 permanent control keys 7. 50 Schlage 29 series blanks



2.05 MECHANICAL LOCKSETS & LATCHSETS:

A. Mortise Locks - Accepted and approved as follows:

1. Schlage L9000, 17B Design 2. Corbin ML2000 series, PSA Design 3. Note: All levers shall be solid metal, cast brass or bonze. Hollow or plastic filled levers

will not be accepted. Escutcheons shall be forged or wrought stainless steel.

B. Provide function specified in the door hardware sets. All locks shall be equipped with strike dust boxes. Strike size shall be ASA 4 7/8”. All locks shall be ANSI grade 1, UL listed for fire door use.

C. Substitutions allowed only as described in paragraph 1.4.D of this section.

2.06 CLOSERS:

A. Accepted and approved only as follows:

1. LCN 4050 Series 2. Sargent 351 Series 3. Norton 7500 Series

B. Substitutions allowed only as described in paragraph 1.4.D of this section.

C. All closers shall be mounted on interior side of rooms.

D. All closers shall have full covers. All regular arm mounted closers shall have forged steel arms. Parallel arm mounted door closers shall have forged steel arms equivalent LCN “EDA”. Closers shall be capable of adjustment as required to meet all ADA-AG opening force requirements. Closer case piston diameter shall be minimum 1-1/2”.

E. All closers shall be U.L. listed and shall meet ANSI grade 1 requirements. 2.07 FLAT GOODS:

A. Accepted and approved only as follows:

1. Ives 2. Trimco 2. Hiawatha

B. It is the responsibility of the hardware supplier to provide proper screw attachments per wall or floor

conditions for door stops.

C. Provide stops for each and every interior and exterior opening. Wall stops shall be of cast brass or bronze plated finish to match lock trim finish.



D. Kickplates and armor plates shall be equivalent to Ives “8400 series” and shall be mounted by sheet metal screws where indicated in hardware sets. All kick plates shall be .050" satin stainless steel, beveled all 4 edges, with screw holes drilled. Shape of screw head shall be conical to provide near complete countersink. Pan-head screws or substitution of manufacturer supplied screws will not be acceptable.

E. Substitutions allowed only as described under paragraph 1.4.D of this section.

2.08 THRESHOLDS AND WEATHERSTRIPPING:

A. Accepted and approved as follows:

1. Zero 2. National Guard 3. Reese

B. Substitutions allowed only as described under paragraph 1.4.D of this section.

2.09 CONTINUOUS GEAR HINGES:

A. Accepted and approved only as follows: 1. Ives 2. Stanley 3. Select Products

B. Substitutions allowed only as described under paragraph 1.4.D of this section. 2.10 EXIT DEVICES:

A. Accepted and approved only as follows: 1. Von Duprin 35A/98 Series – note other manufacturers will be considered prior to bid.

Submit physical sample for review with written prior approval request.

B. Substitutions allowed only as described under paragraph 1.4.D of this section. PART 3 - EXECUTION 3.01 INSTALLATION:

A. Mount hardware units at heights indicated in “recommended locations for builders hardware” for

(standard steel doors and frames), (custom steel doors and frames), (wood doors and frames) by the Door and Hardware Institute (DHI), except if otherwise specifically indicated or to comply with requirements of governing regulations, requirements for the disabled or handicapped, or if otherwise directed by the Architect.

B. Degree of opening for doors with overhead holders, closers, etc., shall be included in the hardware

schedule for the Architect's approval.



C. All hardware shall be installed by tradesmen skilled in the application of commercial grade

hardware.

D. Install each hardware item in compliance with the instructions and recommendations. Securely fasten all parts to be attached. Fit faces of mortised parts snug and flush. Make sure all operating parts move freely and smoothly without binding, sticking or excessive clearance. Wherever cutting and fitting is required to install hardware onto or into surfaces which are later to be painted and finished in another way, the hardware shall be removed and stored prior to the painting or finishing. Items shall then be reinstalled only when the finishes have been completed on the surface to which the hardware is to be applied.

E. After installation, representative templates, instruction sheets and installation details shall be placed

in a file folder to be turned over to the owner when the building is accepted. Included shall be at least five each of any special adjusting and/or installation tools furnished with the hardware by the manufacturers.

3.02 ADJUSTING AND CLEANING:

A. Adjust and check each operating item of hardware to ensure correct operation and function. Units which cannot be adjusted to operate as intended for the application made shall be replaced.

B. Where door hardware is installed more than one month prior to acceptance or occupancy of a space

or area, return to the installation during the week prior to acceptance or occupancy and make final check and adjustment of all hardware items in the space or area. Clean operating items as necessary to restore proper functions and finish of hardware and doors following manufacturer’s printed instructions. Adjust door control devices to compensate for final operation of heating and ventilating equipment.

3.03 PROTECTION:

A. Whenever hardware is located in areas where it may be subject to damage during construction by handling, cleaning, etc., (e.g., painting, cleaning of bricks) it shall be protected and/or removed from its location until the hazardous condition is terminated.

3.04 GENERAL NOTES:

A. Before installation of any hardware begins the contractor's installer shall contact the hardware supplier to discuss any special installation requirements for all hardware items. Their discussion shall include, but not be limited to such items as proper closer mounting, proper fasteners to be used for hardware, locksets and exit device backsets, etc.

B. Electric power tools should be used on hardware fasteners so as to prevent damage to screw heads.

C. Hardware supplier should verify all quantities in the following schedule.

3.05 SCHEDULES:

A. The following is a general listing of hardware requirements and is not intended for use as a final hardware schedule. Any items of hardware required by established standards of practice, or to meet



state and local codes shall be furnished whether or not specifically called out in the following listed groups.

B. Supplier shall supply hardware for every numbered opening, whether specified in the above

hardware sets or not. Hardware shall be same as similar openings. C. Hardware for aluminum entrance doors is specified in this section and shall be supplied under this

section. All products of a given type (locks, closers, exit devices, etc.) shall be by the same manufacturer. Hardware supplier shall deliver hardware to the aluminum door supplier for installation on the doors by the door supplier prior to delivery of doors to the project job site.

D. Special Hardware Set Information: 1. Provide fire rated hardware for fire rated doors. 2. Provide 4 butt hinges for doors 7’5” or more in height. 3. Provide silencers for all hollow metal frames. 4. Mount closers to the interior side of rooms (away from corridors) to maximum extent

possible. 5. Provide smoke gasket for fire doors as required by local code, Zero #188S for head &

jambs, Zero 328A at meeting edges of pairs of doors. 6. Low volt wire, wire termination is to be supplied by others. 120 volt wire and connections

for same to electric lock power supplies to be provided by electrician. General contractor to coordinate.

HW SET: 001 – ACCESS CONTROL OPENING

DOOR #(S): A100B PROVIDE EACH PR DOOR(S) WITH THE FOLLOWING: 2 EA CONT. HINGE 224HD TWP CON IVE 1 EA KEYED FIRE RATED REMOVABLE MULLION KR9954 VON 1 EA ELEC FIRE EXIT HARDWARE RX-LC-35A-EO-F-CON VON 1 EA ELEC FIRE EXIT HARDWARE RX-LC-QEL-35A-NL-OP-F-388-CON VON 1 EA RIM CYLINDER 20-057-ICX SCH 1 EA MORTISE CYLINDER 20-061-ICX SCH 2 EA FSIC CORE 23-030 SCH 2 EA 90 DEG OFFSET PULL 8190HD 12" O IVE 2 EA SURFACE CLOSER 4050 SCUSH LCN 2 EA MOP PLATE 8400 4" X 1" LDW B-CS IVE 2 EA KICK PLATE 8400 8" X 1 1/2" LDW B-CS IVE 1 EA GASKETING 188S-3M TAPE ZER 1 EA MULLION SEAL 8780N ZER 2 EA WIRE HARNESS CON-192 VON 2 EA WIRE HARNESS CON-38P VON 2 EA WIRE HARNESS CON-6W VON 1 EA POWER SUPPLY PS902 900-BBK 900-2RS VON 2 EA Door Position Switches 679-05HM SCH 1 CARD READER BY OTHERS 1 PROVIDE FACTORY POINT TO POINT WIRING DIAGRAMS 1 PROVIDE RISER DIAGRAMS MULLION REMOVABLE BY KEY. FREE EGRESS AT ALL TIMES. PRESSING PUSH BAR RETRACTS LATCHBOLTS. NO EXTERIOR TRIM. ONE INTERNAL SPDT SWITCH MONITORS THE DEPRESSION OF THE PUSHBAR OR



CROSSBAR. FREE EGRESS AT ALL TIMES. PRESSING PUSH BAR RETRACTS LATCHBOLTS. TRIM ALWAYS LOCKED, ENTRANCE BY OPTIONAL TRIM WHEN KEY RETRACTS LATCHBOLT FROM PULL SIDE. CONTROL CONTACT ELECTRICALLY RETRACTS THE LATCHBOLT EITHER FOR MOMENTARY UNLATCHING OR FOREXTENDED PERIODS OF TIME. PROVIDES QUIET OPERATION. ONE INTERNAL SPDT SWITCH MONITORS THE DEPRESSION OF THE PUSHBAR OR CROSSBAR. SELF-CLOSING. TEMPLATING ALLOWS SPRING CUSH ARM TO STOP THE DOOR'S SWING BETWEEN 85 AND 110 DEGREES. HARNESS WITH CONNECTORS. HARNESS WITH CONNECTORS AND PINS. HARNESS WITH CONNECTORS AND STRIPPED LEADS.

HW SET: 002

DOOR #(S): A110 A125 A215 A216 A219 PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING: 3 EA HINGE 5BB1 4.5 X 4.5 NRP IVE 1 EA STOREROOM LOCK L9080TD 17B SCH 1 EA FSIC CORE 23-030 SCH 1 EA SURFACE CLOSER 4050 CUSH LCN 1 EA MOP PLATE 8400 4" X 1" LDW B-CS IVE 1 EA GASKETING 188S-3M TAPE ZER

HW SET: 003

DOOR #(S): A109 PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING: 3 EA HINGE 5BB1 4.5 X 4.5 IVE 1 EA STOREROOM LOCK L9080TD 17B SCH 1 EA FSIC CORE 23-030 SCH 1 EA SURFACE CLOSER 4050-REG LCN 1 EA KICK PLATE 8400 8" X 1 1/2" LDW B-CS IVE 1 EA WALL STOP WS406/407CCV IVE 1 EA GASKETING 475AA ZER 1 EA DOOR BOTTOM 360AA6 ZER 1 EA THRESHOLD 564A-MSLA-10 ZER

HW SET: 004

DOOR #(S): A115A PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING:



3 EA HW HINGE 5BB1HW 4.5 X 4.5 NRP IVE 1 EA ENTRANCE W/DEADBOLT L9453T 17B L583-363 SCH 1 EA FSIC CORE 23-030 SCH 1 EA SURFACE CLOSER 4050 SCUSH LCN 1 EA ARMOR PLATE 8400 34" X 1" LDW B-CS IVE 1 EA GASKETING 188S-3M TAPE ZER 1 EA DOOR SWEEP 8192AA ZER 1 EA THRESHOLD 8655A-E-V3-226 ZER

HW SET: 004A - ACCESS CONTROL OPENING

DOOR #(S): A122 A123 PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING: 1 EA CONT. HINGE 224HD TWP CON IVE 1 EA EU MORTISE LOCK L9092TEU 17B RXDPS SCH 1 EA FSIC CORE 23-030 SCH 1 EA SURFACE CLOSER 4050 SCUSH LCN 1 EA ARMOR PLATE 8400 34" X 1" LDW B-CS IVE 1 EA GASKETING 188S-3M TAPE ZER 1 EA DOOR SWEEP 8192AA ZER 1 EA THRESHOLD 8655A-E-V3-226 ZER 1 EA WIRE HARNESS CON-192 VON 1 EA WIRE HARNESS CON-38P VON 1 EA WIRE HARNESS CON-6W VON 1 EA POWER SUPPLY PS902 900-BBK 900-4R VON 1 CARD READER BY OTHERS 1 PROVIDE FACTORY POINT TO POINT WIRING DIAGRAMS 1 PROVIDE RISER DIAGRAMS OUTSIDE LEVER ELECTRICALLY UNLOCKED (FAIL SECURE) BY 12 OR 24V DC WITH ALLEGION CONNECT MOLEX 3” LEAD CONNECTOR. OUTSIDE KEY ALLOWS MANUAL RETRACTION OF LATCHBOLT. INSIDE LEVER ALWAYS FREE FOR IMMEDIATE EGRESS. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN LOCKED. THE RX SWITCH SIGNALS THE USE OF THAT OPENING TO SECURITY SYSTEMS DOOR POSITION SENSOR SELF-CLOSING. TEMPLATING ALLOWS SPRING CUSH ARM TO STOP THE DOOR'S SWING BETWEEN 85 AND 110 DEGREES. HARNESS WITH CONNECTORS. HARNESS WITH CONNECTORS AND PINS. HARNESS WITH CONNECTORS AND STRIPPED LEADS.

HW SET: 005 - ACCESS CONTROL OPENING

DOOR #(S): A120 A220 PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING:



3 EA HW HINGE 5BB1HW 4.5 X 4.5 NRP IVE 1 EA ELECTRIC HW HINGE 5BB1HW 4.5 X 4.5 CON TW8 IVE 1 EA EU MORTISE LOCK L9092TEU 17B RXDPS SCH 1 EA FSIC CORE 23-030 SCH 1 EA SURFACE CLOSER 4050 SCUSH LCN 1 EA KICK PLATE 8400 8" X 1 1/2" LDW B-CS IVE 1 EA GASKETING 188S-3M TAPE ZER 1 EA DOOR SWEEP 8192AA ZER 1 EA THRESHOLD 8655A-E-226 ZER 1 EA WIRE HARNESS CON-192 VON 1 EA WIRE HARNESS CON-38P VON 1 EA WIRE HARNESS CON-6W VON 1 EA ACCESSORIES CON-KIT VON OMIT THRESHOLD AND SWEEP STRIP AT DOOR A120. OUTSIDE LEVER ELECTRICALLY UNLOCKED (FAIL SECURE) BY 12 OR 24V DC WITH ALLEGION CONNECT MOLEX 3” LEAD CONNECTOR. OUTSIDE KEY ALLOWS MANUAL RETRACTION OF LATCHBOLT. INSIDE LEVER ALWAYS FREE FOR IMMEDIATE EGRESS. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN LOCKED. THE RX SWITCH SIGNALS THE USE OF THAT OPENING TO SECURITY SYSTEMS DOOR POSITION SENSOR SELF-CLOSING. TEMPLATING ALLOWS SPRING CUSH ARM TO STOP THE DOOR'S SWING BETWEEN 85 AND 110 DEGREES. HARNESS WITH CONNECTORS. HARNESS WITH CONNECTORS AND PINS. HARNESS WITH CONNECTORS AND STRIPPED LEADS.

HW SET: 006

DOOR #(S): A103 A104 A105 A106 A107 A108 A114 A116 A117 A119 PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING: 3 EA HINGE 5BB1 4.5 X 4.5 IVE 1 EA ENTRANCE LOCK L9050TD 17B SCH 1 EA FSIC CORE 23-030 SCH 1 EA MOP PLATE 8400 4" X 1" LDW B-CS IVE 1 EA MOP PLATE 8400 4" X 2" LDW B-CS IVE 1 EA WALL STOP WS406/407CCV IVE 3 EA SILENCER SR64 IVE

HW SET: 006A - ACCESS CONTROL OPENING

DOOR #(S): A115B PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING: 3 EA HW HINGE 5BB1HW 4.5 X 4.5 NRP IVE 1 EA ELECTRIC HW HINGE 5BB1HW 4.5 X 4.5 CON TW8 IVE 1 EA EU MORTISE LOCK L9092TEU 17B RXDPS SCH



1 EA FSIC CORE 23-030 SCH 1 EA SURFACE CLOSER 4050-REG LCN 1 EA MOP PLATE 8400 4" X 1" LDW B-CS IVE 1 EA KICK PLATE 8400 8" X 1 1/2" LDW B-CS IVE 1 EA WALL STOP WS406/407CCV IVE 1 EA THRESHOLD 544A-MSLA-10 ZER 3 EA SILENCER SR64 IVE 1 EA WIRE HARNESS CON-192 VON 1 EA WIRE HARNESS CON-38P VON 1 EA WIRE HARNESS CON-6W VON 1 EA POWER SUPPLY PS902 900-BBK 900-4R VON 1 CARD READER BY OTHERS 1 PROVIDE FACTORY POINT TO POINT WIRING DIAGRAMS 1 PROVIDE RISER DIAGRAMS OUTSIDE LEVER ELECTRICALLY UNLOCKED (FAIL SECURE) BY 12 OR 24V DC WITH ALLEGION CONNECT MOLEX 3” LEAD CONNECTOR. OUTSIDE KEY ALLOWS MANUAL RETRACTION OF LATCHBOLT. INSIDE LEVER ALWAYS FREE FOR IMMEDIATE EGRESS. AUXILIARY LATCH DEADLOCKS LATCHBOLT WHEN LOCKED. THE RX SWITCH SIGNALS THE USE OF THAT OPENING TO SECURITY SYSTEMS DOOR POSITION SENSOR SELF-CLOSING. HARNESS WITH CONNECTORS. HARNESS WITH CONNECTORS AND PINS. HARNESS WITH CONNECTORS AND STRIPPED LEADS.

HW SET: 007

DOOR #(S): A111 A112 PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING: 3 EA HW HINGE 5BB1HW 4.5 X 4.5 IVE 1 EA PRIVACY LOCK L9040 17B L583-363 L283-722 SCH 1 EA SURFACE CLOSER 4050T LCN 1 EA MOP PLATE 8400 4" X 1" LDW B-CS IVE 1 EA KICK PLATE 8400 8" X 1 1/2" LDW B-CS IVE 1 EA WALL STOP WS406/407CCV IVE 3 EA SILENCER SR64 IVE

HW SET: 008

DOOR #(S): A217 A218 PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING: 3 EA HW HINGE 5BB1HW 4.5 X 4.5 IVE 1 EA PUSH PLATE 8200 8" X 16" IVE 1 EA PULL PLATE 8303 8" 4" X 16" IVE 1 EA SURFACE CLOSER 4050T LCN 1 EA MOP PLATE 8400 4" X 1" LDW B-CS IVE 1 EA KICK PLATE 8400 8" X 1 1/2" LDW B-CS IVE



1 EA WALL STOP WS406/407CCV IVE 3 EA SILENCER SR64 IVE

HW SET: 009

DOOR #(S): A213 A214 PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING: 3 EA HINGE 5BB1 4.5 X 4.5 NRP IVE 1 EA CLASSROOM LOCK L9070TD 17B SCH 1 EA FSIC CORE 23-030 SCH 1 EA OH STOP 90S GLY 1 EA MOP PLATE 8400 4" X 1" LDW B-CS IVE 1 EA COAT AND HAT HOOK 572 IVE 3 EA SILENCER SR64 IVE

HW SET: 010

DOOR #(S): A113 A221 PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING: 3 EA HW HINGE 5BB1HW 4.5 X 4.5 NRP IVE 1 EA ENTRANCE LOCK L9050TD 17B SCH 1 EA FSIC CORE 23-030 SCH 1 EA SURFACE CLOSER 4050 EDA LCN 1 EA MOP PLATE 8400 4" X 1" LDW B-CS IVE 1 EA KICK PLATE 8400 8" X 1 1/2" LDW B-CS IVE 1 EA KICK DOWN HOLDER FS555 IVE 1 EA WALL STOP WS406/407CCV IVE 3 EA SILENCER SR64 IVE

HW SET: 011

DOOR #(S): A124A A124B A124C A124D A124E A124F A124G A124H PROVIDE EACH RU DOOR(S) WITH THE FOLLOWING: ALL HARDWARE PROVIDED BY DOOR SUPPLIER/MFG.

HW SET: AL-01 - ACCESS CONTROL OPENING



DOOR #(S): A100A PROVIDE EACH PR DOOR(S) WITH THE FOLLOWING: 2 EA CONT. HINGE 112HD TWP CON IVE 1 EA KEYED REMOVABLE MULLION KR4954 VON 1 EA ELEC PANIC HARDWARE RX-LC-35A-EO-CON VON 1 EA ELEC PANIC HARDWARE RX-LC-QEL-35A-NL-OP-388-CON VON 1 EA RIM CYLINDER 20-057-ICX SCH 1 EA MORTISE CYLINDER 20-061-ICX SCH 2 EA FSIC CORE 23-030 SCH 2 EA 90 DEG OFFSET PULL 8190HD 12" O IVE 2 EA SURFACE CLOSER 4050-TJ LCN 2 EA MOUNTING PLATE 4050-18 LCN 2 EA FLOOR STOP FS18S IVE 1 EA MULLION SEAL 8780N ZER 2 EA DOOR SWEEP 381A ZER 1 EA THRESHOLD 8655A-E-V3-226 ZER 2 EA WIRE HARNESS CON-192 VON 2 EA WIRE HARNESS CON-38P VON 2 EA WIRE HARNESS CON-6W VON 1 EA POWER SUPPLY PS902 900-BBK 900-2RS VON 2 EA Door Position Switches 679-05HM SCH 1 CARD READER BY OTHERS 1 PROVIDE FACTORY POINT TO POINT WIRING DIAGRAMS 1 PROVIDE RISER DIAGRAMS 1 SEALS BY DOOR SUPPLIER MULLION REMOVABLE BY KEY. FREE EGRESS AT ALL TIMES. PRESSING PUSH BAR RETRACTS LATCHBOLTS. NO EXTERIOR TRIM. CONTROL CONTACT ELECTRICALLY RETRACTS THE LATCHBOLT, EITHER FOR MOMENTARY UNLATCHING, OR FOR EXTENDED PERIODS OF TIME. ONE INTERNAL SPDT SWITCH MONITORS THE DEPRESSION OF THE PUSHBAR OR CROSSBAR. FREE EGRESS AT ALL TIMES. PRESSING PUSH BAR RETRACTS LATCHBOLTS. TRIM ALWAYS LOCKED, ENTRANCE BY OPTIONAL TRIM WHEN KEY RETRACTS LATCHBOLT FROM PULL SIDE. DOGGING BY KEY CYLINDER LOCKS DOWN THE PUSHBAR OR CROSSBAR SO THE LATCHBOLT REMAINS RETRACTED. SELF-CLOSING. HARNESS WITH CONNECTORS. HARNESS WITH CONNECTORS AND PINS. HARNESS WITH CONNECTORS AND STRIPPED LEADS.

HW SET: AL-02 - ACCESS CONTROL OPENING

DOOR #(S): A124J A124K PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING: 1 EA CONT. HINGE 112HD TWP CON IVE 1 EA ELEC PANIC HARDWARE RX-LC-QEL-35A-NL-OP-388-CON VON 1 EA RIM CYLINDER 20-057-ICX SCH 1 EA FSIC CORE 23-030 SCH 1 EA 90 DEG OFFSET PULL 8190HD 12" O IVE



1 EA SURFACE CLOSER 4050-TJ-SRI LCN 1 EA MOUNTING PLATE 4050-18 LCN 1 EA FLOOR STOP FS18S IVE 1 EA DOOR SWEEP 381A ZER 1 EA THRESHOLD 8655A-E-V3-226 ZER 1 EA WIRE HARNESS CON-192 VON 1 EA WIRE HARNESS CON-38P VON 1 EA WIRE HARNESS CON-6W VON 1 EA POWER SUPPLY PS902 900-BBK 900-2RS VON 1 EA Door Position Switches 679-05HM SCH 1 CARD READER BY OTHERS 1 PROVIDE FACTORY POINT TO POINT WIRING DIAGRAMS 1 PROVIDE RISER DIAGRAMS 1 SEALS BY DOOR SUPPLIER FREE EGRESS AT ALL TIMES. PRESSING PUSH BAR RETRACTS LATCHBOLTS. TRIM ALWAYS LOCKED, ENTRANCE BY OPTIONAL TRIM WHEN KEY RETRACTS LATCHBOLT FROM PULL SIDE. DOGGING BY KEY CYLINDER LOCKS DOWN THE PUSHBAR OR CROSSBAR SO THE LATCHBOLT REMAINS RETRACTED. SELF-CLOSING. HARNESS WITH CONNECTORS. HARNESS WITH CONNECTORS AND PINS. HARNESS WITH CONNECTORS AND STRIPPED LEADS.

HW SET: AL-03

DOOR #(S): A118 PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING: 1 EA CONT. HINGE 112HD IVE 1 EA HOOKBOLT TD1820 TAH 1 EA MORTISE CYLINDER 20-062-ICX SCH 1 EA MORTISE THUMBTURN TT1025 TAH 1 EA FSIC CORE 23-030 SCH 1 SET PUSH/PULL BAR 9190HD-12"-NS IVE 1 EA SURFACE CLOSER 4050T HBMP SRI LCN 1 SEALS BY DOOR SUPPLIER

HW SET: AL-04

DOOR #(S): A200 PROVIDE EACH SGL DOOR(S) WITH THE FOLLOWING: 1 EA CONT. HINGE 112HD IVE 1 EA HOOKBOLT TD1820 TAH 1 EA MORTISE CYLINDER 20-062-ICX SCH 1 EA MORTISE THUMBTURN TT1025 TAH 1 EA FSIC CORE 23-030 SCH 1 SET PUSH/PULL BAR 9190HD-12"-NS IVE 1 EA SURFACE CLOSER 4050T HBMP LCN 1 SEALS BY DOOR SUPPLIER



Manufacturers

Abbrev Name

GLY Glynn-Johnson Corp Allegion, PLC

IVE H.B. Ives Allegion, PLC

LCN LCN Commercial Division Allegion, PLC

SCE Schlage Electronic Security Allegion, PLC

SCH Schlage Lock Company Allegion, PLC

TAH Thomas Architectural Hardware K.M. Thomas Company Ltd.

VON Von Duprin Allegion, PLC

ZER Zero International Inc

END OF SECTION