HomeMy WebLinkAbout2018-02-22 Addendum 1
ADDENDUM NO. 1
105 South Main, Suite 323 Street Seattle WA 98104 v 206.624.4222 Page 1 of 2
Project: City of Port Townsend RAI Project No.: 306-17-02
Mountain View Commons Improvements Project
Date: February 9, 2018
Notice to Contractor: The Contract Documents for the Mountain Vew Commons Improvements project are amended as noted
below. This addendum forms a part of the Contract Documents and amends the original Contract Documents for Mountain
Vew Commons Improvements project dated January 24, 2018.
Receipt of this Addendum must be acknowledged on the Form of Proposal.
This Addendum consists of __2__ pages and __0__ attached drawings.
The attached drawings are:
NA
PART I: CHANGES TO PRIOR ADDENDA
No changes.
PART II: CHANGES TO DIVISION 0 - CONTRACT REQUIREMENTS
The Contract Requirements for the subject project are revised as follows:
Item II.1. Refer to INVITATION TO BID
ADD “A pre-bid meeting and site tour is planned for 1:00 PM, February 15, 2018”
Item II.2. Section 000106 PROJECT DRAWINGS
Section inadvertently left out of original bid set, ADD Section 000106 PROJECT DRAWINGS in its entirety. See
attached.
Item II.3. Section 000107 PROJECT DIRECTORY
Section inadvertently left out of original bid set, ADD Section 000107 PROJECT DIRECTORY in its entirety. See
attached.
PART III: CHANGES TO DIVISION 1 - GENERAL REQUIREMENTS
The General Requirements for the subject project are revised as follows:
Item III.1. Refer to Section 012300: ALTERNATES
DELETE section in its entirety
City of Port Townsend
Mountain View Commons Improvements Addendum No. 1 February 9, 2018
Arai Jackson Ellison Murakami, LLP Page 2 of 2
PART IV: CHANGES TO DIVISIONS 2 THROUGH 33 - TECHNICAL SPECIFICATIONS
The Technical Specifications for the subject project are revised as follows:
Item IV.1. Section 033500 CONCRETE FINISHING
Section inadvertently left out of original bid set, ADD Section 033500 CONCRETE FINISHING in its entirety. See
attached.
Item IV.2 Section 087100 DOOR HARDWARE
Section inadvertently left out of original bid set, ADD Section 087100 DOOR HARDWARE in its entirety. See
attached.
PART V: CHANGES TO DRAWINGS
No changes.
END OF ADDENDUM NO. 1
City of Port Townsend SECTION 000106
Mountain View Commons Improvements PROJECT DRAWINGS
000106 Page 1 of 2
Drawings consist of the following Contract Drawings and other drawings of type indicated:
G 1.01 TITLE SHEET
G 1.02 SITE PLAN
G 1.05 PHASING
D 0.01 SITE DEMOLITION PLAN
D 1.01 BLDG A WEST - DEMOLITION PLAN
D 1.02 BLDG A EAST - DEMOLITION PLAN
D 1.03 BLDG A - WEST REFLCT’D CEILING DEMO PLANS
D 1.04 BLDG A - EAST REFLCT’D CEILING DEMO PLANS
D 1.05 BUILDING B LEVEL 1 - DEMOLITION PLAN
D 1.06 BLDG B LEVEL 2 - DEMOLITION PLAN
A 1.01 BLDG A WEST - FLOOR PLAN
A 1.02 BLDG A EAST - FLOOR PLAN
A 1.03 BLDG A WEST - REFLECTED CEILING PLAN
A 1.04 BLDG A EAST - REFLECTED CEILING PLAN
A 2.01 BLDG A - EXT. ELEVATIONS - North/South
A 2.02 BLDGS B, C - EXT. ELEVATIONS
A 4.01 BLDGS A, B - ENLARGED PLANS
A 4.02 BLDG A - INT. ELEVATIONS
A 4.03 BLDG A - INT. ELEVATIONS
A 4.04 BLDG A - INT. ELEVATIONS
A 5.01 DETAILS & ADA
A 5.02 DETAILS
A 5.03 DETAILS
A 5.04 DETAILS
A 5.05 DETAILS
A 6.01 FINISH SCHEDULES
A 6.02 DOOR & WINDOW SCHEDULES
S 1.1 STRUCTURAL NOTES
S 1.2 SITE PLAN
S 2.1 STAIR AND RAMP PLANS
S 3.1 DETAILS
S 3.2 DETAILS
E0.0 GENERAL NOTES, ABBREVIATONS, AND DRAWING INDEX
E0.1 SYMBOL LEGENDS
E0.2 SPECIFICATIONS
E1.1 DEMOLITION PLAN - BUILDING A WEST
E1.2 DEMOLITION PLAN - BUILDING A EAST
E2.1 LIGHTING PLAN - BLDG A WEST
E2.2 LIGHTING PLAN - BLDG A EAST
E3.1 POWER PLAN - BLDG A WEST
E3.2 POWER PLAN - BLDG A EAST
City of Port Townsend SECTION 000106
Mountain View Commons Improvements PROJECT DRAWINGS
000106 Page 2 of 2
E3.3 POWER PLAN - BLDG B LEVEL 1
E3.4 POWER PLAN - BLDG B LEVEL 2
E4.1 LOW VOLTAGE PLAN - BLDG A WEST
E4.2 LOW VOLTAGE PLAN - BLDG A EAST
E5.0 ONE LINE DIAGRAMS
E6.0 PANEL SCHEDULES
E7.0 FIRE ALARM NOTES, LEGEND, AND SPECIFICATIONS
E7.1 FIRE ALARM DEMOLITION PLAN – BLDG A WEST
E7.2 FIRE ALARM DEMOLITION PLAN – BLDG A EAST
E7.3 FIRE ALARM DEMOLITION PLAN – BLDG B
E7.4 FIRE ALARM PLAN – BLDG A WEST
E7.5 FIRE ALARM PLAN – BLDG A EAST
E7.6 FIRE ALARM PLAN – BLDG B LEVEL 1
E7.7 FIRE ALARM PLAN – BLDG B LEVEL 2
M 0.01 LEGEND, ABBREVIATIONS, 2015 WSEC, AND DRAWING INDEX
M 0.02 GENERAL NOTES AND SCHEDULES
MD1.01 WEST WING DEMOLITION PLAN
MD1.02 EAST WING DEMOLITION PLAN
M1.01 MECHANICAL FOUNDATION PLAN
M2.01 WEST WING PLUMBING PLAN
M2.02 EAST WING PLUMBING PLAN
M3.01 WEST WING HVAC PLAN
M3.02 EAST WING HVAC PLAN
M4.01 DETAILS
END OF PROJECT DRAWINGS
City of Port Townsend SECTION 000107
Mountain View Commons Improvements PROJECT DIRECTORY
000107 Page 1 of 1
OWNER:
City of Port Townsend
250 Madison Street
Port Townsend, WA 98368
Contact: Alex Wisniewski, Public Works Operations Manager,
T. 360-379-5081,
E. awisniewski@cityofpt.us
DESIGN PROFESSIONALS
A. Architect:
Rolluda Architects
Richard Murakami AIA
105 South Main Street, Suite 323, Seattle, WA 98104
Project Contact: Richard Murakami AIA
T: 206-624-4222
F: 206-624-4226
E: Rich@RolludaArchitects.com
B. Structural:
CG Engineering
Greg Guillen PE, SE
250 4th Avenue South, Suite 200
Edmonds, WA 98020
E: GregO@cgengineering.com
C. Mechanical:
The Greenbusch Group, Inc.
John Greenlaw PE, LEED
1900 West Nickerson Street, Suite 201
Seattle, WA 98119
E: JohnG@Greenbusch.com
D. Electrical:
Sazan Group, Inc.
Niels Fallisgaard LEED
600 Stewart Street, Suite 1400
Seattle, WA 98101
E: NFallisgaard@Sazan.com
END OF DOCUMENT 000107
City of Port Townsend SECTION 033500
Mountain View Commons Improvements CONCRETE FINISHING
033500 Page 1 of 7
SECTION 033500
POLISHED CONCRETE FINISHING
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Polished concrete.
1.2 REFERENCES
A. American Concrete Institute (ACI): ACI 302.1R - Guide for Concrete Floor and Slab
Construction.
B. American National Standards Institute (ANSI): Standards B-101.1/2009.
C. American Society of Concrete Contractors – Concrete Polishing Council
D. ASTM International (ASTM):
1. ASTM C 309 - Standard Specification for Liquid Membrane-Forming Compounds for
Curing Concrete.
2. ASTM C 171 - Standard Specification for Sheet Materials for Curing Concrete.
3. ASTM C 779 - Standard Test Method for Abrasion Resistance of Horizontal Concrete
Surfaces.
E. National Floor Safety Institute (NFSI): NFSI Test Method 101-A - Standard for Evaluating
High-Traction Flooring Materials.
1.3 SYSTEM DESCRIPTION
A. Performance Requirements: Provide polished flooring that has been designed, manufactured
and installed to achieve the following:
1. Abrasion Resistance: ASTM C779, Method A, high resistance, no more than 0.008
inch (0.20 mm) wear in 30 minutes.
2. Reflectivity: Increase of 35% as determined by standard gloss meter.
3. Waterproof Properties: Rilem Test Method 11.4, 70% or greater reduction in
absorption.
4. High Traction Rating: NFSI 101-A, ANSI B-101.1 2009 non-slip properties.
B. Design Requirements:
1. Hardened Concrete Properties:
a. Minimum Concrete Compressive Strength: 3500 psi (24 MPa).
b. Normal Weight Concrete: No lightweight aggregate.
c. Non-air entrained.
2. Placement Properties:
a. Natural concrete slump of 4-1/2 inches to 5 inches (114 to 127 mm).
Admixtures may be used.
b. Flatness Requirements:
1) Overall FF 50.
2) Local FF 40.
3. Hard-Steel Troweled (3 passes) Concrete: No burnishing marks. Finish to ACI
302.1R, Class 5 floor.
4. Curing Options:
City of Port Townsend SECTION 033500
Mountain View Commons Improvements CONCRETE FINISHING
033500 Page 2 of 7
a. Membrane forming curing compounds (ASTM C309, Type 1, Class B, all
resin, dissipating cure). 1) Acrylic curing and sealing compounds not
recommended.
b. Sheet membrane (ASTM C171); polyethylene film not recommended.
c. Damp Curing: Seven day cure.
1.4 SUBMITTALS
A. Submit under provisions of Section 01 30 00 - Administrative Requirements.
B. Shop Drawings: Indicate information on shop drawings as follows:
1. Typical layout including dimensions and floor grinding schedule.
2. Plan view of floor and joint pattern layout.
3. Hardener, sealer, densifier identified in notes.
C. Product Data: Submit product data, including manufacturer's SPEC-DATA product sheet,
for specified products.
1. Material Safety Data Sheets (MSDS).
2. Preparation and concrete grinding procedures.
D. Quality Assurance Submittals:
1. Test Reports: Certified test reports showing compliance with specified performance
characteristics and physical properties as cited in Performance Requirements.
2. Certificates:
a. Product certificates signed by manufacturer certifying materials comply with
specified performance characteristics and criteria and physical requirements.
b. Letter of certification from the National Floor Safety Institute confirming the
system has been tested and passed phase Two Level of certification when tested
by Method 101-A. ANSI B-101.1 2009 non-slip properties.
c. Current contractor's certificate signed by manufacturer declaring Contractor as
an approved installer of polishing system.
3. Manufacturer's Instructions: Manufacturer's installation instructions.
E. Warranty: Submit warranty documents specified.
F. Operation and Maintenance Data: Submit operation and maintenance data for installed
products.
1. Manufacturer's instructions on maintenance renewal of applied treatments.
2. Protocols and product specifications for joint filing, crack repair and/or surface repair.
1.5 QUALITY ASSURANCE
A. Installer Qualifications:
1. Installer with a minimum of 5 years' experience in performing work of this section
who has specialized in installation of work similar to that required for this project.
2. Installer trained and holding a current certificate as a FGS PermaShine installer.
3. Current Certification from the CPAA stating that the technicians are trained
craftsmen.
B. Concrete finishing components and materials shall be from single manufacturer.
C. Manufacturer Qualifications:
1. Manufacturer capable of providing field service representation during construction
City of Port Townsend SECTION 033500
Mountain View Commons Improvements CONCRETE FINISHING
033500 Page 3 of 7
and approving application method.
2. Manufacturer shall have a minimum 5 years of experience in manufacturing
components similar to or exceeding requirements of project.
Regulatory Requirements: Comply with NFSI Test Method 101-A Phase Two Level High Traction
Material.
D. Mock-Ups:
1. Mock-Up Size: 100 sf (9.3 m2) sample panel at jobsite on existing concrete slab at
location as directed under conditions similar to those which will exist during actual
placement.
2. Mock-up will be used to judge workmanship, concrete substrate preparation,
operation of equipment, material application, and shine.
3. Allow 24 hours for inspection of mock-up before proceeding with work.
4. When accepted, mock-up will demonstrate minimum standard of quality required for
this work.
a. Approved mock-up may remain as part of finished work.
b. Aggregate Exposure Class B – Fine Aggregate; Surface exposure of 85 to 95
percent fine aggregate and 5 to 15 percent cement fines and coarse aggregate
based on visual observation of the overall area of the polished floor.
c. Appearance Level 2: Satin.
E. Pre-installation Meetings: Conduct a pre-installation meeting to verify project requirements,
manufacturer's installation instructions and manufacturer's warranty requirements. Review
the following:
1. Environmental requirements.
2. Scheduling and phasing of work.
3. Coordinating with other work and personnel. Remind all trades that they are working
on a surface that is to become a finished surface.
4. Protection of adjacent surfaces.
5. Surface preparation.
6. Repair of defects and defective work prior to installation.
7. Cleaning.
8. Installation of polished floor finishes.
9. Application of liquid hardener, densifier.
10. Protection of finished surfaces after installation.
11. placing of materials on the concrete surface that may cause staining, etching or
scratching
1.6 DELIVERY, STORAGE AND HANDLING
A. Ordering: Comply with manufacturer's ordering instructions and lead time requirements to
avoid construction delays.
B. Delivery: Deliver materials in manufacturer's original packaging with identification labels
and seals intact.
C. Storage and Protection: Store materials protected from exposure to harmful weather
conditions and at temperature conditions recommended by manufacturer.
1.7 PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits
City of Port Townsend SECTION 033500
Mountain View Commons Improvements CONCRETE FINISHING
033500 Page 4 of 7
recommended by manufacturer for optimum results. Do not install products under
environmental conditions outside manufacturer's recommended limits.
B. Protect Concrete Slab:
1. Protect from petroleum stains during construction.
2. Diaper hydraulic power equipment.
3. Restrict vehicular parking.
4. Restrict use of pipe cutting machinery.
5. Restrict placement of reinforcing steel on slab.
6. Restrict use of acids or acidic detergents on slab.
C. Waste Management and Disposal:
1. Separate waste materials for Reuse and Recycling in accordance with Section 01 74
19 - Construction Waste Management and Disposal.
2. Remove from site and dispose of packaging materials at appropriate recycling
facilities.
1.8 PROJECT AMBIENT CONDITIONS
A. Installation Location: Comply with manufacturer's written recommendations.
1.9 SEQUENCING
A. Sequence with Other Work: Comply with manufacturer's written recommendations for
sequencing construction operations.
1.10 WARRANTY
A. Manufacturer's Warranty: Submit, for Owner's acceptance, manufacturer's standard warranty
document executed by authorized company official. Manufacturer's warranty is in addition
to, and does not limit, other rights Owner may have under Contract Documents.
PART 2 PRODUCTS
2.1 MANUFACTURERS
A. Acceptable Manufacturer:
1. L&M Construction Chemicals, which is located at: 1 LATICRETE Park N.; Bethany,
CT 06524-3423; Toll Free Tel: 800-362-3331; Tel: 402-453-6600; Email:request info
(info@lmcc.com); Web:www.laticrete.com/lmcc
2. Miracote, MPC
3. Mapei, Ultratop system
B. Requests for substitutions will be considered in accordance with provisions of Section
016000 - Product Requirements.
2.2 POLISHED CONCRETE
A. Products/Systems:
1. Hardener, Sealer, Densifier: Proprietary, water based, odorless liquid, VOC
compliant, environmentally safe chemical hardening solution leaving no surface film.
a. Acceptable Material: L & M Construction Chemicals, Inc., FGS Hardener Plus.
Basis of design.
b. Acceptable Material: L&M Construction Chemicals, Inc., Lion Hard may be
City of Port Townsend SECTION 033500
Mountain View Commons Improvements CONCRETE FINISHING
033500 Page 5 of 7
substituted when conditions exist where disposing of rinse water is in conflict
with local building codes.
2. Joint Filler: Semi-rigid, 2-component, self-leveling, 100% solids, rapid curing,
polyurea control joint and crack filler with Shore A 80 or higher hardness.
a. Acceptable Material: L & M Construction Chemicals, Inc., Joint Tite 750.
3. Oil Repellent Sealer: Ready to use, silane, siloxane and fluoropolymers blended water
based solution sealer, quick drying, low-odor, oil and water repellent, VOC compliant
and compatible with chemically hardened floors.
a. Acceptable Material: L & M Construction Chemicals, Inc., Petrotex.
4. Cleaning Solution: Proprietary, mild, highly concentrated liquid concrete cleaner and
conditioner containing wetting and emulsifying agents; biodegradable,
environmentally safe and certified High Traction by National Floor Safety Institute
(NFSI).
a. Acceptable Material: L & M Construction Chemicals, Inc., FGS Concrete
Conditioner.
5. Stain Guard Sealer: Ready to use, is a low odor, VOC compliant, topical sealer
consisting of low molecular emulsified cross-linking, coupling polymers that
effectively protect concrete and other natural stone floor surfaces from the damaging
effects of staining, defacing and deterioration due to contaminant penetration.
a. Acceptable Material: L& M Construction Chemicals, Inc. Permaguard SPS.
6. Finish: Standard High gloss (HG-1), 1500 grit.
PART 3 EXECUTION
3.1 EXAMINATION
A. Site Verification of Conditions:
1. Verify that concrete substrate conditions, which have been previously installed under
other sections or contracts, are acceptable for product installation in accordance with
manufacturer's instructions prior to installation of concrete finishing materials.
B. Do not begin installation until substrates have been properly prepared.
C. If substrate preparation is the responsibility of another installer, notify Architect of
unsatisfactory preparation before proceeding.
3.2 PREPARATION
A. Provide sound concrete surfaces free of laitance, glaze, efflorescence, curing compounds,
form-release agents, dust, dirt, oil, paint spatters and other contaminants incompatible with
liquid applied products and polishing.
B. Remove existing adhesives remaining from removal of carpet
C. Examine surface to determine soundness of concrete for polishing.
3.3 INSTALLATION
A. Compliance: Comply with manufacturer's written data, including product technical bulletins,
product catalog installation instructions, product carton installation instructions.
B. Floor Surface Polishing and Treatment:
1. Provide polished concrete floor treatment in entirety of slab indicated by drawings.
City of Port Townsend SECTION 033500
Mountain View Commons Improvements CONCRETE FINISHING
033500 Page 6 of 7
Provide consistent finish in all contiguous areas.
2. Apply floor finish prior to installation of fixtures and accessories.
3. Diamond polish concrete floor surfaces with power disc machine recommended by
floor finish manufacturer. Sequence with coarse to fine grit. Installer to determine the
optimum starting grit in order to achieve the specified aggregate exposure.
a. Comply with manufacturer's recommended polishing grits for each sequence to
achieve desired finish level. Following the initial passes of metal bond
diamonds, the installer shall drop back a minimum of one grit level when
transitioning to resin bond diamonds. The separation in grit designation shall be
a minimum of 50 for the transitioning step. The installer shall refine each
abrasive grit to its fullest potential before moving on to the next level. Floor
shall be thoroughly scrubbed between each grit pass to remove all loose
material. Level of sheen shall match that of approved mock-up.
b. Expose aggregate in concrete surface only as determined by approved mock-up.
c. All concrete surfaces shall be as uniform in appearance as possible.
4. Polished Concrete:
a. Locate demarcation line between concrete surfaces and other finishes.
b. Polish concrete to the 400 grit level.
c. Remove residue with water and buffer pad; reapply as necessary for desired
result.
5. Hardener and Densifier Application:
a. First coat of FGS Hardener Plus at 250 ft2/gal (6.25 m2/L), following the 400
grit level. (Lion Hard at 400-600 sq ft / gallon).
b. Second coat of FGS Hardener Plus at 350 ft2/gal (8.75 m2/L), prior to the final
polishing pass (Lion Hard at 600-800 sq ft / gallon).
c. Follow manufacturer's recommendations for drying time between successive
coats.
6. Remove defects and re-polish defective areas.
7. Finish edges of floor finish adjoining other materials in a clean and sharp manner.
8. Final Polished Concrete Floor Finish:
a. Aggregate Exposure Class B – Fine Aggregate; Surface exposure of 85 to 95
percent fine aggregate and 5 to 15 percent cement fines and coarse aggregate
based on visual observation of the overall area of the polished floor.
b. Appearance Level 2 – Satin
1) Procedure: Recommended not less that 4 step process with full
refinement of each diamond tool with one application of densifier.
2) Measurement: Determine the Image Clarity Value, percent, and the Haze
Index.
a) Image Clarity Value, Percent: An average value of 10 to 39
measured in accordance with ASTM D5767 prior to the
application of sealers.
b) Haze Index: An average value less than 10 measured in
accordance with ASTM D4039 prior to the application of sealers.
c) The minimum number of tests distributed across the polished
surface should be three, for areas up to 1000 square feet and on
additional test for each 1000 square feet or fraction thereof, The
applies to both the Image Clarity Value and Haze Index.
3.4 ADJUSTMENTS
A. Re-polish those areas not meeting specified gloss levels per mock-up.
City of Port Townsend SECTION 033500
Mountain View Commons Improvements CONCRETE FINISHING
033500 Page 7 of 7
B. Fill joints flush to surface prior to the start of polishing operations.
3.5 FINAL CLEANING
A. Upon completion, remove surplus and excess materials, rubbish, tools and equipment.
3.6 PROTECTION
A. Protect installed product from damage during construction in accordance with
manufacturer's recommendations.
A.
END OF SECTION
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 1 of 14
SECTION 087100
DOOR HARDWARE
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes items known commercially as finish or door hardware that are required
for swing, sliding, and folding doors, except special types of unique hardware specified in the
same sections as the doors and door frames on which they are installed.
B. This Section includes the following, but is not necessarily limited to:
1. Door Hardware, including electric hardware.
2. Storefront and Entrance door hardware.
3. Gate Hardware.
4. Digital keypad access control devices.
5. Hold-open closers with smoke detectors.
6. Wall or floor-mounted electromagnetic hold-open devices.
7. Power supplies for electric hardware.
8. Low-energy door operators plus sensors and actuators.
9. Thresholds, gasketing and weather-stripping.
10. Door silencers or mutes.
C. Related Sections: The following sections are noted as containing requirements that relate to
this Section, but may not be limited to this listing.
1. Division 8: Section - Steel Doors and Frames.
2. Division 8: Section - Wood Doors.
3. Division 8: Section - Aluminum Storefront
4. Division 28: Section - Fire/Life-Safety Systems & Security Access Systems.
1.2 REFERENCES (USE DATE OF STANDARD IN EFFECT AS OF BID DATE.)
A. BHMA - Builders' Hardware Manufacturers Association
B. DHI - Door and Hardware Institute.
C. NFPA - National Fire Protection Association.
1. NFPA 80 - Fire Doors and Other Opening Protectives
2. NFPA 105 - Smoke and Draft Control Door Assemblies
D. D. UL - Underwriters Laboratories.
1. UL 10C - Fire Tests of Door Assemblies
2. UL 305 - Panic Hardware
E. WHI - Warnock Hersey Incorporated
F. SDI - Steel Door Institute
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 2 of 14
1.3 SUBMITTALS & SUBSTITUTIONS
A. General: Submit in accordance with Conditions of the Contract and Division 1 sections.
B. Submit product data (catalog cuts) including manufacturers' technical product information for
each item of door hardware, installation instructions, maintenance of operating parts and
finish, and other information necessary to show compliance with requirements.
C. Submit six (6) copies of schedule organized vertically into “Hardware Sets” with index of
doors and headings, indicating complete designations of every item required for each door or
opening. Include following information:
1. Include a Cover Sheet with;
a. Job Name, location, telephone number.
b. Architects name, location and telephone number.
c. Contractors name, location, telephone number and job number.
d. Suppliers name, location, telephone number and job number.
e. Hardware consultant's name, location and telephone number.
2. Job Index information included;
a. Numerical door number index including; door number, hardware heading number
and page number.
b. Complete keying information (referred to DHI hand-book "Keying Systems and
Nomenclature"). Provision should be made in schedule to provide keying information
when available; if it is not available at the time the preliminary schedule is submitted.
c. Manufacturers' names and abbreviations for all materials.
d. Explanation of abbreviations, symbols, and codes used in the schedule.
e. Mounting locations for hardware.
f. Clarification statements or questions.
g. Catalog cuts and manufacturer’s technical data and instructions.
3. Vertical schedule format sample:
Heading Number 1 (Hardware group or set number – HW -1)
(a) 1 Single Door #1 - Exterior from Corridor 101 (b)90 (c) RH
(d) 3' 0"x7' 0" x 1-3/4" x (e) 20 Minute (f) WD x
HM
(g) 1 (h) (i) ea (j) Hinges - (k) 5BB1HW 4.5 x 4.5 NRP (l) ½
TMS (m) 626 (n) IVE
2 6AA 1 ea Lockset - ND50PD x RHO x RH x 10-025 x JTMS 626 SCH
(a) - Single or pair with opening number and location. (b) - Degree of opening (c) -
Hand of door(s) (d) - Door and frame dimensions and door thickness. (e) - Label
requirements if any. (f) - Door by frame material. (g) - (Optional) Hardware item line
#. (h) - Keyset Symbol. (i) - Quantity. (j) - Product description. (k) - Product Number.
(l) - Fastenings and other pertinent information. (m) - Hardware finish codes per ANSI
A156.18. (n) - Manufacture abbreviation.
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 3 of 14
D. Make substitution requests in accordance with Division 1. Substitution requests must be
made prior to bid date. Include product data and indicate benefit to the project. Furnish
samples of any proposed substitution. NOTE: Hardware spec writer MUST approve all
submittals prior to ordering any orders can be placed.
E. Wiring Diagrams: Provide product data and wiring and riser diagrams for all electrical
products listed in the Hardware Schedule portion of this section.
F. Keying Schedule: Submit separate detailed schedule indicating clearly how the Owner's final
instructions on keying of locks has been fulfilled.
G. Templates for doors, frames, and other work specified to be factory prepared for the
installation of door hardware. Check shop drawings of other work to confirm that adequate
provisions are made for locating and installing door hardware to comply with indicated
requirements.
1.4 QUALITY ASSURANCE
A. Obtain each type of hardware (latch and lock sets, hinges, closers, exit devices, etc.) from a
single manufacturer.
B. Supplier Qualifications: A recognized architectural door hardware supplier, with
warehousing facilities in the project's vicinity, that has a record of successful in-service
performance for supplying door hardware similar in quantity, type, and quality to that
indicated for this project and that employs an experienced architectural hardware consultant
(AHC) who is available to Owner, Architect, and Contractor, at reasonable times during the
course of the Work, for consultation.
1. Responsible for detailing, scheduling and ordering of finish hardware.
2. Meet with Owner to finalize keying requirements and to obtain final instructions in
writing. Stock parts for products supplied and are capable of repairing and replacing
hardware items found defective within warranty periods.
C. Hardware Installer: Company specializing in the installation of commercial door hardware
with five years documented experience.
D. Fire-Rated Openings: Provide door hardware for fire-rated openings that complies with
NFPA Standard No. 80 and requirements of authorities having jurisdiction. Provide only
items of door hardware that are listed and tested by UL or Warnock Hersey for given
type/size opening and degree of label. Provide proper latching hardware, door closers,
approved-bearing hinges and seals whether listed in the Hardware Schedule or not.
1. Where emergency exit devices are required on fire-rated doors, (with supplementary
marking on doors' UL labels indicating "Fire Door to be Equipped with Fire Exit
Hardware") provide UL label on exit devices indicating "Fire Exit Hardware".
E. Exit Doors: Operable from inside with single motion without the use of a key or special
knowledge or effort.
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 4 of 14
1.5 DELIVERY, STORAGE AND HANDLING
A. Coordinate delivery of packaged hardware items to the appropriate locations (shop or field)
for installation.
B. Hardware items shall be individually packaged in manufacturers’ original containers,
complete with proper fasteners. Clearly mark packages on outside to indicate contents and
locations in hardware schedule and in work.
C. Provide locked storage area for hardware, protect from moisture, sunlight, paint, chemicals,
etc.
D. Inventory door hardware jointly with representatives of hardware supplier and hardware
installer until each is satisfied that count is correct.
1.6 WARRANTY
A. Provide warranties of respective manufacturers’ regular terms of sale from day of final
acceptance as follows:
1. Locksets: Seven (7) years.
2. Electronic or VIP Locks: One (1) year.
3. Closers: Ten (10) years, except electronic closers shall be two (2) years.
4. Exit devices: Three (3) years.
5. All other hardware: Two (2) years.
1.7 MAINTENANCE
A. Maintenance Tools and Instructions: Furnish a complete set of specialized tools and
maintenance instructions as needed for Owner's continued adjustment, maintenance, and
removal and replacement of door hardware.
1.8 PRE-INSTALLATION CONFERENCE
A. Convene a pre-installation conference at least one week prior to beginning work of this
section.
B. Attendance: Architect, Construction Manager, Contractor, Security Contractor, Hardware
Supplier, Installer, Key District Personnel, and Project Inspector.
C. Agenda: Review hardware schedule, products, installation procedures and coordination
required with related work. Review District's keying standards.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 5 of 14
Item Manufacturer Acceptable Substitutes
A. Hinges Ives Hager, Stanley, McKinney
B. Locks, Latches Schlage None
C. Cylinders KABA None
D. Exit Devices Von Duprin Sargent
E. Closers LCN Sargent
F. Auto Dr Operators LCN None
G. Push, Pulls
& Protection Plates Ives Trimco, BBW, DCI
H. Flush Bolts Ives Trimco, BBW, DCI
I. Dust Proof Strikes Ives Trimco, BBW, DCI
J. Coordinators Ives Trimco, BBW, DCI
K. Stops Ives Trimco, BBW, DCI
L. Overhead Stops Glynn-Johnson None
M. Thresholds Zero Pemko, National Guard
N. Seals & Bottoms Zero Pemko, National Guard
2.2 MATERIALS
A. Hinges: Exterior out-swinging door butts shall be non-ferrous material and shall have
stainless steel hinge pins. All doors to have non-rising pins.
1. Hinges shall be sized in accordance with the following:
a. Height:
1) Doors up to 41" wide: 4-1/2" inches.
2) Doors 42" to 48" wide: 5 inches.
b. Width: Sufficient to clear frame and trim when door swings 180 degrees.
c. Number of Hinges: Furnish 3 hinges per leaf to 7'-5" in height. Add one for each
additional 2 feet in height.
2. Furnish non-removable pins (NRP) at all exterior out-swing doors and interior key lock
doors with reverse bevels.
B. Continuous Hinges: As manufactured by Ives, an Allegion Company. UL rated as required.
C. Extra Heavy duty Commercial Mortise Locks: Schlage “L” Series as scheduled with “06”
Style Lever and “A” Style Rose.
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 6 of 14
1. Locksets to comply with ANSI A156.13, Series 1000, Operational Grade 1 and Security
Grade 1 with all standard trims. Locksets shall also comply with UL10C Positive
Pressure requirements
2. Lock case shall be manufactured with heavy 12 gauge steel with fully wrapped design.
Lock cases with exposed edges are not acceptable. Lock case shall be multi-functional
allowing transformation to a different function without opening lock case.
3. Latchbolt shall have ¾” throw and be non-handed, field reversible without opening the
lock case. Solid latchbolts and / or plastic anti-friction devices are not acceptable.
4. The deadbolt, when used, shall be 1” throw stainless steel with a ¾” internal engagement
when fully extended.
5. All trim shall be through-bolted with the spring cages supporting the trim attached to the
lock cases to prevent torquing.
6. Levers to have independent rotation in both directions. Exterior lever assembly to be
one-piece design attached by threaded bushing. Interior lever assembly shall be attached
by screwless shank
7. Thru-bolt lever assemblies through the door for positive interlock. Locks using a through
the door spindle for attachment are not acceptable. Spindles shall be independent,
designed to “break-away” at a maximum of 75psi torque.
8. Hand of lock chassis to be changeable by simply moving one screw from one side to the
case to the other and pulling and reversing the latchbolt.
9. Cylinders to be secured by a cast stainless steel, dual retainer. Locks utilizing screws and
/ or stamped retainers are not acceptable.
D. Deadlocks: Rotating cylinder trim rings of attack-resistant design. Mounting plates and
actuator shields of plated cold-rolled steel. Mounting screws of ¼” diameter steel and
protected by drill-resistant ball bearings. Steel alloy deadbolt with hardened steel roller.
Strike alloy deadbolt with reinforcer and two 3” long screws. ANSI A156.5, 2001 Grade 1
certified.
E. Exit devices: Von Duprin as scheduled.
1. Provide certificate by independent testing laboratory that device has completed over
1,000,000 cycles and can still meet ANSI/BHMA A156.3 - 2001 standards.
2. All internal parts shall be of cold-rolled steel with zinc dichromate coating.
3. Mechanism case shall have an average thickness of .140".
4. Compression spring engineering.
5. Non-handed basic device design with center case interchangeable with all functions.
6. All devices shall have quiet return fluid dampeners.
7. All latchbolts shall be deadlocking with ¾” throw and have a self-lubricating coating to
reduce friction and wear.
8. Device shall bear UL label for fire and or panic as may be required.
9. All surface strikes shall be roller type and utilize a plate underneath to prevent
movement.
10. Lever Trim: “Breakaway” design, forged brass or bronze escutcheon with a minimum of
.130” thickness, match lockset lever design.
11. Removable Mullions: Removable with single turn of building key. Securely reinstalled
without need for key.
12. Furnish glass bead kits for vision lites where required.
13. All Exit Devices to be sex-bolted to the doors.
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 7 of 14
14. Panic Hardware shall comply with CBC Section 1008.1.9 and shall be mounted between
30" and 44" above the finished floor surface. The unlatching force shall not exceed 15
lbs. applied in the direction of travel.
F. Closers: LCN as scheduled. Place closers inside building, stairs, room, etc.
1. Door closer cylinders shall be of high strength cast iron construction with double heat
treated pinion shaft to provide low wear operating capabilities of internal parts
throughout the life of the installation. All door closers shall be tested to ANSI/BHMA
A156.4 test requirements by a BHMA certified testing laboratory. A written certification
showing successful completion of a minimum of 10,000,000 cycles must be provided.
2. All door closers shall be fully hydraulic and have full rack and pinion action with a shaft
diameter of a minimum of 11/16 inch and piston diameter of 1 inch to ensure longevity
and durability under all closer applications.
3. All parallel arm closers shall incorporate one piece solid forged steel arms with bronze
bushings. 1-9/16” steel stud shoulder bolts, shall be incorporated in regular arms, hold-
open arms, arms with hold open and stop built in. All other closers to have forged steel
main arms for strength, durability, and aesthetics for versatility of trim accommodation,
high strength and long life.
4. All parallel arm closers so detailed shall provide advanced backcheck for doors subject to
severe abuse or extreme wind conditions. This advanced backcheck shall be located to
begin cushioning the opening swing of the door at approximately 45 degrees. The
intensity of the backcheck shall be fully adjustable by tamper resistant non-critical screw
valve.
5. Closers shall be installed to permit doors to swing 180 degrees.
6. All closers shall utilize a stable fluid withstanding temperature range of 120 degrees F. to
-30 degrees F. without requiring seasonal adjustment of closer speed to properly close the
door.
7. Provide the manufactures drop plates, brackets and spacers as required at narrow head
rails and special frame conditions. NO wood plates or spacers will be allowed.
8. Maximum effort to operate closers shall not exceed 5 lbs., such pull or push effort being
applied at right angles to hinged doors. Compensating devices or automatic door
operators may be utilized to meet the above standards. When fire doors are required, the
maximum effort to operate the closer may be increased but shall not exceed 15 lbs. when
specifically approved by fire marshal. All closers shall be adjusted to operate with the
minimum amount of opening force and still close and latch the door. These forces do not
apply to the force required to retract latch bolts or disengage other devices that hold the
door in a closed position. Door shall take at least 3 seconds to move from an open
position of 70 degrees to a point of 3 inches from the latch jamb.
9. Provide sex-bolted or through bolt mounting for all door closers.
G. Flush Bolts & Dust Proof Strikes: Automatic Flush Bolts shall be of the low operating force
design. Utilize the top bolt only model for interior doors where applicable and as permitted
by testing procedures.
1. Manual flush bolts only permitted on storage or mechanical openings as scheduled.
2. Provide dust proof strikes at openings using bottom bolts.
H. Door Stops:
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 8 of 14
1. Unless otherwise noted in Hardware Sets, provide floor type with appropriate fasteners.
Where floor type cannot be used, provide wall type. If neither can be used, provide
overhead type.
2. Do not install floor stops more than four (4) inches from the face of the wall or partition
(CBC Section 1133B.8.6).
3. Overhead stops shall be made of stainless steel and non-plastic mechanisms and finished
metal end caps. Field-changeable hold-open, friction and stop-only functions.
I. Protection Plates: Fabricate either kick, armor, or mop plates with four beveled edges.
Provide kick plates 10" high and 2" LDW. Sizes of armor and mop plates shall be listed in
the Hardware Schedule. Furnish with machine or wood screws of bronze or stainless to
match other hardware.
J. Thresholds: As Scheduled and per details.
1. Thresholds shall not exceed 1/2" in height, with a beveled surface of 1:2 maximum slope.
2. Set thresholds in a full bed of butyl-rubber or polyisobutylene mastic sealant complying
with requirements in Division 7 “Thermal and Moisture Protection”.
3. Use ¼” fasteners, red-head flat-head sleeve anchors (SS/FHSL).
4. Thresholds shall comply with CBC Section 1133B.2.4.1.
K. Seals: Provide silicone gasket at all rated and exterior doors.
1. Fire-rated Doors, Resilient Seals: UL10C Classified, Category “J” listed seals complying
with NFPA 80 & NFPA 252 Standards. Coordinate with selected door manufacturers'
and selected frame manufacturers' requirements.
2. Fire-rated Doors, Intumescent Seals: Furnished by selected door manufacturer. Category
“G” furnish fire-labeled opening assembly complete and in full compliance with NFPA
252. Where required, intumescent seals vary in requirement by door type and door
manufacture -- careful coordination required.
3. Smoke & Draft Control Doors, Provide Category “H” listed seals complying with NFPA
105 for use on “S” labeled Positive Pressure door assemblies.
L. Door Shoes & Door Top Caps: Provide door shoes at all exterior wood doors and top caps at
all exterior out-swing doors.
M. Silencers: Furnish silencers for interior hollow metal frames, 3 for single doors, 2 for pairs
of doors. Omit where sound or light seals occurs, or for fire-resistive-rated door assemblies.
2.3 KEYING
A. Furnish a masterkey system as directed by the Owner. NOTE: Supply KABA cylinders per
owner’s standards.
2.4 FINISHES
A. Generally to be satin chrome US26D (626 on bronze and 652 on steel) unless otherwise
noted.
B. Furnish push plates, pull plates and kick or armor plates in satin stainless steel US32D (630)
unless otherwise noted.
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 9 of 14
C. Door closers shall be powder-coated to match other hardware, unless otherwise noted.
D. Aluminum items to be finished anodized aluminum except thresholds which can be furnished
as standard mill finish.
2.5 FASTENERS
A. Screws for strikes, face plates and similar items shall be flat head, countersunk type, provide
machine screws for metal and standard wood screws for wood.
B. Screws for butt hinges shall be flathead, countersunk, full-thread type.
C. Fastening of closer bases or closer shoes to doors shall be by means of sex bolts and spray
painted to match closer finish.
D. Provide expansion anchors for attaching hardware items to concrete or masonry.
E. All exposed fasteners shall have a phillips head.
F. Finish of exposed screws to match surface finish of hardware or other adjacent work.
G. All Exit Devices and Lock Protectors shall be fastened to the door by the means of sex bolts
or through bolts.
PART 3 - EXECUTION
3.1 INSPECTION
A. Verify that doors and frames are square and plumb and ready to receive work and dimensions
are as instructed by the manufacturer.
B. Beginning of installation means acceptance of existing conditions.
3.2 INSTALLATION
A. Install hardware in accordance with manufacturer's instructions and requirements of DHI.
B. Use the templates provided by hardware item manufacturer.
C. Mounting heights for hardware shall be as recommended by the Door and Hardware Institute.
Operating hardware will to be located between 30" and 44" AFF.
D. Set units level, plumb and true to line and location. Adjust and reinforce the attachment
substrate as necessary for proper installation and operation.
E. Drill and countersink units that are not factory-prepared for anchorage fasteners. Space
fasteners and anchors in accordance with industry standards.
F. Set thresholds for exterior doors in full bed of butyl-rubber sealant.
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 10 of 14
G. If hand of door is changed during construction, make necessary changes in hardware at no
additional cost.
H. Hardware Installer shall coordinate with security contractor to route cable to connect
electrified locks, panic hardware and fire exit hardware to power transfers or electric hinges
at the time these items are installed so as to avoid disassembly and reinstallation of hardware.
I. Hardware Installer shall also be present with the security contractor when the power is turned
on for the testing of the electronic hardware applications. Installer shall make adjustments to
solenoids, latches, vertical rods and closers to insure proper and secure operation.
J. All wiring for electro-mechanical hardware mounted on the door shall be connected through
the power transfer and terminated in the interface junction box specified for in the Electrical
Section.
K. Conductors shall be minimum 18 gage stranded, multicolored. A minimum 12 in. loop of
conductors shall be coiled in the interface junction box. Each conductor shall be permanently
marked with its function.
L. If a power supply is specified in the hardware sets, all conductors shall be terminated in the
power supply. Make all connections required for proper operation between the power supply
and the electro-mechanical hardware. Provide the proper size conductors as specified in the
manufacturer’s technical documentation.
3.3 ADJUST AND CLEAN
A. Adjust and check each operating item of hardware and each door, to ensure proper operation
or function of every unit. Replace units which cannot be adjusted to operate freely and
smoothly as intended for the application made.
B. Clean adjacent surface soiled by hardware installation.
C. Final Adjustment: Wherever hardware installation is made more than one month prior to
acceptance or occupancy, return to that work area and make final check and adjustment of all
hardware items in such space or area. Clean operating items as necessary to restore proper
function and finish of hardware and doors. Adjust door control devices to compensate for
final operation of heating and ventilating equipment.
D. Instruct Owner's Personnel in proper adjustment and maintenance of hardware finishes,
during the final adjustment of hardware.
E. Continued Maintenance Service: Approximately six months after the completion of the
project, the Contractor accompanied by the Architectural Hardware Consultant, shall return to
the project and re-adjust every item of hardware to restore proper functions of doors and
hardware. Consult with and instruct Owner's personnel in recommended additions to the
maintenance procedures. Replace hardware items which have deteriorated or failed due to
faulty design, materials or installation of hardware units. Prepare a written report of current
and predictable problems (of substantial nature) in the performance of the hardware.
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 11 of 14
3.4 HARDWARE LOCATIONS
A. Conform to ADAAG and the drawings for access-compliant positioning requirements for the
disabled.
3.5 FIELD QUALITY CONTROL
A. Architectural Hardware Consultant (AHC) to inspect installation and certify that hardware
and it's installation have been furnished and installed in accordance with manufacturer's
instructions and as specified herein.
3.6 SCHEDULE
A. Items listed in following schedule shall conform to requirements of foregoing specifications.
B. The Door Schedule on the Drawings indicates which hardware set is used with each door.
Manufacturers Abbreviations (Mfr.)
GLY = Glynn-Johnson Corporation Overhead Door Stops
IVE = Ives Hinges, Pivots, Bolts, Coordinators, Dust Proof
Strikes, Push Pull & Kick Plates, Door Stops &
Silencers
LCN = LCN Door Closers
SCH = Schlage Lock Company Locks, Latches & Cylinders
VON = Von Duprin Exit Devices
ZER = Zero Intl Thresholds, Weatherstrip
SPEXTRA: 368167
HW 01
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
1 EA
1 EA
1 EA
1 EA
2 EA
2 EA
2 EA
1 EA
BAR PULL
WALL MOUNTED TOP
TRACK
FASCIA
SPACER
RUNNING GEAR
SUSPENSION PLATE
DOOR STOPPER
LOWER GUIDE
HARDWARE BY DOOR
MANUFACTURER
941.00.353
941.12.435
941.13.220
941.12.000
941.12.000
941.12.000
941.12.000
BRUSHED
ALUM.
NATURAL
ANNODIZED
GRAY
WHITE
-
GRAY
ZINC-PLATED
SEE SPEC.
HAFELE
HAFELE
HAFELE
HAFELE
HAFELE
HAFELE
HAFELE
HAFELE
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 12 of 14
HW 02
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA PASSAGE SET L9010 06A 626 SCH
1 EA SURFACE CLOSER 4040XP CUSH 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA FLOOR STOP FS436 626 IVE
1 EA GASKETING 188S-BK S-BK ZER
HW 03
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA PRIVACY LOCK L9040 06A L583-363 626 SCH
1 EA FLOOR STOP FS436 626 IVE
3 EA SILENCER SR64 GRY IVE
HW 04
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA PRIVACY LOCK L9040 06A L583-363 626 SCH
1 EA SURFACE CLOSER 4040XP 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW B-CS 630 IVE
1 EA FLOOR STOP FS436 626 IVE
1 EA GASKETING 188S-BK S-BK ZER
HW 05
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA OFFICE/ENTRY LOCK L9050L 06A 626 SCH
1 EA FLOOR STOP FS436 626 IVE
3 EA SILENCER SR64 GRY IVE
HW 06
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
6 EA HINGE 5BB1 4.5 X 4.5 652 IVE
2 EA MANUAL FLUSH
BOLT
FB358 626 IVE
1 EA DUST PROOF STRIKE DP2 626 IVE
1 EA OFFICE/ENTRY LOCK L9050L 06A 626 SCH
2 EA FLOOR STOP FS436 626 IVE
4 EA SILENCER SR64 GRY IVE
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 13 of 14
HW 07
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
6 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA FIRE EXIT
HARDWARE
9927-EO-F-LBR-499F 626 VON
1 EA FIRE EXIT
HARDWARE
9927-L-F-LBR-06-499F-SNB 626 VON
1 EA RIM HOUSING 20-079 626 SCH
2 EA SURFACE CLOSER 4040XP 689 LCN
2 EA FLOOR STOP FS436 626 IVE
1 EA GASKETING 188S-BK S-BK ZER
HW 08
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
1 EA SURF. AUTO
OPERATOR
9553 REG/STD HL/D MS ANCLR LCN
2 EA ACTUATOR, WALL
MOUNT
8310-853TWP 630 LCN
RE-USE BALANCE OF DOOR, FRAME
& HARDWARE
HW 09
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
2 EA CONT. HINGE 112HD EPT 628 IVE
2 EA POWER TRANSFER EPT 10 CON 689 VON
1 EA ELEC PANIC
HARDWARE
EL-3327A-EO-LBR-CON 626 VON
1 EA ELEC PANIC
HARDWARE
EL-3327A-NL-OP-LBR-388-CON 626 VON
1 EA RIM HOUSING 20-079 626 SCH
1 EA SURF. AUTO
OPERATOR
9553 REG/STD HL/D MS ANCLR LCN
2 EA ACTUATOR, WALL
MOUNT
8310-853TWP 630 LCN
2 EA FLOOR STOP FS18S BLK IVE
1 EA THRESHOLD PER DETAIL
1 EA POWER SUPPLY PS914 LGR VON
SEALS BY DOOR SUPPLIER
City of Port Townsend SECTION 087100
Mountain View Commons Improvements DOOR HARDWARE
087100 Page 14 of 14
HW 10
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
6 EA HINGE 5BB1 4.5 X 4.5 652 IVE
2 EA PUSH PLATE 8200 4" X 16" 630 IVE
2 EA PULL PLATE 8302 10" 4" X 16" US32D IVE
1 EA SURF. AUTO
OPERATOR
9553 REG/STD HL/D MS ANCLR LCN
2 EA ACTUATOR, WALL
MOUNT
8310-853TWP 630 LCN
2 EA KICK PLATE 8400 10" X 1" LDW B-CS 630 IVE
4 EA SILENCER SR64 GRY IVE
HW 11
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
1 EA ELECTRIC STRIKE 6111 FS 630 VON
1 EA SURF. AUTO
OPERATOR
9542 HL/D MS ANCLR LCN
2 EA ACTUATOR, WALL
MOUNT
8310-853TWP 630 LCN
1 EA POWER SUPPLY PS914 LGR VON
RE-USE BALANCE OF DOOR, FRAME
& HARDWARE
HW 12
QTY DESCRIPTION CATALOG NUMBER FINISH MFR
1 EA SURF. AUTO
OPERATOR
9542 HL/D MS ANCLR LCN
2 EA ACTUATOR, WALL
MOUNT
8310-853TWP 630 LCN
RE-USE BALANCE OF DOOR, FRAME
& HARDWARE
END OF SECTION 087100