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PROJECT MANUAL

FOR THE

Human Resources Renovation – Administration Building AT

GLENDALE COMMUNITY COLLEGE

1500 N. Verdugo Road, Glendale, California

Prepared by

MORETO MATHISON & ASSOCIATES, ARCHITECTS, INC.

1315 S. Grand Avenue, Suite 202

Glendora, California 91740

For

GLENDALE COMMUNITY COLLEGE DISTRICT

October 4, 2018

David Mathison, ArchitectMoreto Mathison & Associates

1315 S. Grand Ave. #202Glendora, CA 91740

Edward D. Burtch, PEGoss Engineering Inc.

320 S. Main Street, Suite 102Corona, CA 92882

Shaw A. Gentry, PEGoss Engineering Inc.

320 S. Main Street, Suite 102Corona, CA 92882

Project Signature Page

APP. INC:REVIEWED FOR

SS FLS ACS

DATE:

IDENTIFICATION STAMP DIV. OF THE STATE ARCHITECT

03-118991

✔ ✔ ✔

12/11/18

GLENDALE COMMUNTIY COLLEGE

Human Resources Renovation – Administration Building

October 4, 2018

TABLE OF CONTENTS 1

TABLE OF CONTENTS

SPECIFICATIONS

DIVISION 01- GENERAL REQUIREMENTS

014523 Test & Inspection

DIVISION 02 – EXISTING CONDITIONS

024119 Selective Demolition

DIVISION 06 – WOOD, PLASTIC AND COMPPOSITES

064116 Plastic-Laminate-Faced Architecture Cabinets

DIVISION 08 – DOORS

081213 Hollow Metal Frames

081416 Flush Wood Doors

087100 Hardware Specifications

08800 Glazing

DIVISION 09 – FINISHES

092216 Non Structural Metal Framing

092300 Gypsum Plastering

092900 Gypsum Board

093013 Ceramic Tiling

095113 Acoustical Panel Ceilings

096513 Resilient Base and Accessories

096519 Resilient Tile Flooring

096813 Tile Carpeting

099100 Painting

DIVISION 10 – SPECIALTIES

101423.16 Room-Identification Panel Signage



October 4, 2018

TABLE OF CONTENTS 2

DIVISION 11 – EQUIPMENT

113013 Residential Appliances

DIVISION 12 – FURNISHINGS

122413 Roller Window Shades

DIVISION 22 – PLUMBING

220500 Common Work Results for Plumbing

220523 General-Duty Valves for Plumbing Piping

220529 Hangers and Supports for Plumbing Piping and Equipment

220548 Noise, Vibration and Seismic Control of Plumbing Piping and Equipment

220553 Identification for Plumbing Piping and Equipment

220719 Plumbing Piping Insulation

221116 Domestic Water Piping

221119 Plumbing Specialties

221316 Sanitary Waste and Vent Piping

224000 Plumbing Fixtures

DIVISION 23 – HEATING, VENTILATION, AND AIR CONDITIONING (HVAC)

230500 Common Work Results for Mechanical

230519 Meter and Gages for HVAC Piping

230523 General-Duty Valves for HVAC

230529 Hangers and Supports for HVAC Piping and Equipment

230548 Vibration and Seismic Controls for HVAC Piping and Equipment

230553 Identification for HVAC Piping and Equipment

230593 Testing, Adjusting, and Balancing for HVAC 230700 HVAC Insulation

232113 Hydronic Piping

233113 HVAC Ductwork – Metal Ducts 233300 Air Duct Accessories

233600 Air Terminal Units

233713 Diffusers, Registers, and Grilles

DIVISION 26 – ELECTRICAL

260500 Common Work Results for Electrical

260501 Minor Electrical Demolition

260519 Low Voltage Electrical Power Conductors and Cables

260526 Grounding and Bonding for Electrical Systems

260529 Hangers and Supports for Electrical Systems



October 4, 2018

TABLE OF CONTENTS 3

260533 Raceways and Boxes for Electrical Systems

260536 Cable Trays for Electrical Systems

260553 Identification for Electrical Systems

260923 Lighting Control Devices

262726 Wiring Devices

265103 Interior Solid State Lighting

DIVISION 28 – FIRE ALARM

283111 Digital Addressable Fire Alarm System

FIRE ALARM CUT SHEETS FOR REFERENCE

END OF TABLE OF CONTENTS

GLENDALE COMMUNITY COLLEGE October 4, 2018


TESTING & INSPECTION 01452 - 1

SECTION 01452 – TESTING & INSPECTION

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Testing and inspection services to meet requirements of the California Building Code

(CBC).

B. Tests of materials are required by a DSA certified testing agency as set forth in Section 4-

335 of the California Building Standards Commission’s California Administrative Code.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 TESTS

A. OWNER will select and provide an independent DSA certified testing agency to conduct

tests, sampling, and testing of materials. Selection of material to be tested shall be by the

agency (per DSA-103) and not the Contractor.

B. Any material shipped from the source of supply prior to having satisfactorily passed such

testing and inspection, or prior to the receipt of notice from PI such testing and inspection

is not required, shall not be incorporated into the Work.

C. OWNER will select, and directly reimburse, the agency for costs of all DSA required

tests and inspections; however, the agency may be reimbursed by SUBCONTRACTOR

for such costs as specified or noted in related sections of the Contract Documents.

D. The independent testing agency is not authorized to release, revoke, alter, or enlarge

requirements of the Contract Documents or approve or accept any portion of the Work.

E. The agency shall not perform any duties of CONTRACTOR and SUBCONTRACTOR.

F. SUBCONTRACTOR shall provide an insulated curing box with the capacity for concrete

cylinders as required by the scope of work.

3.2 TEST REPORTS

A. Test reports shall include all tests performed, regardless of whether such tests indicate the material is satisfactory or unsatisfactory. Samples taken but not tested shall also be

reported. Records of special sampling operations, when and as required, shall also be

reported. Reports shall indicate the material (or materials) was sampled and tested in

accordance with requirements of CBC, Title 24, Parts 1 and 2, as indicated on the Drawings. Test reports shall indicate specified design strength and specifically state

whether or not the material (or materials) tested comply with the specified requirements.




3.3 VERIFICATION OF TEST REPORTS

A. Each testing agency shall submit to the Division of State Architect, in duplicate, a

verified report covering all tests required to be performed by that agency during the

progress of the Work. Such report, covering all required tests, shall be furnished prior to

Substantial Completion and/or, when construction on the Work is suspended, covering all

tests up to the time of Work suspension.

3.4 INSPECTION BY OWNER

A. OWNER, and is representatives, shall have access, for purposes of inspection, at all times

to all parts of the Work and to all shops wherein the Work is in preparation.

SUBCONTRACTOR shall, at all times, maintain proper facilities and provide safe access

for such inspection.

B. ARCHITECT OF RECORD (AOR) shall have the right to reject materials and/or

workmanship deemed defective Work and to require correction. Defective workmanship

shall be corrected in a satisfactory manner and defective materials shall be removed from

the premises and legally disposed of without charge to OWNER. If

SUBCONTRACTOR does not correct such defective Work within a reasonable time,

fixed by written notice and in accordance with the terms and conditions of the Contract

Documents, OWNER may correct such defective Work and proceed in accordance with

related Articles of the Contract Documents.

C. SUBCONTRACTOR is responsible for compliance to all applicable local, state, and

federal regulations regarding codes, regulations, ordinances, restrictions, and

requirements.

3.5 PROJECT INSPECTOR

A. A Project Inspector shall be employed by OWNER in accordance with requirements of

Title 24 of the California Code of Regulations with their duties specifically defined

therein. Additional DSA certified inspectors may be employed and assigned to the Work

by Owner in accordance with the requirements of California Building Standards

Commission’s California Administrative Code with their duties as specifically defined in

Section 4-333(b).

B. Inspection of Work shall not relieve SUBCONTRACTOR from any obligation to fulfill

all terms and conditions of the Contract Documents.

C. SUBCONTRACTOR shall be responsible for scheduling times of inspection, tests,

sample taking, and similar activities of the Work.

3.6 TESTS AND INSPECTIONS

The following tests and inspections do not limit inspection of the Work but are required by DSA, other

agencies, or are required in related Sections of the Contract Documents.




TEST & INSPECTION REQUIREMENTS CBC SECTION

CONCRETE – CHAPTER 19A

1. MATERIALS

+ PORTLAND CEMENT 1705A.7

+ CONCRETE AGGREGATES 1705A.3.2; 1903A.5

+ REINFORCING BARS 1705A.3.2; 1910A.2

2. QUALITY

+ PROPORTIONS OF CONCRETE 1910A.1; TABLE 1705A.3, ITEM 5

+ STRENGTH TESTS OF CONCRETE 1905A.1.16; TABLE 1705A.3, Item 6; ACI 318-14 Sec. 26.12

+ COMPOSITE CONSTRUCTION CORES 1910A.4

3. INSPECTION

+ BATCH PLANT 1705A.3.3

+ WAIVER OF BATCH PLANT 1705A.3.3.1

+PREPLACEMENT AND PLACING 1705A.3.6

+POST INSTALLED ANCHORS IN CONC. 1903A.8; 1705A.3.1; TABLE 1705A.3, Item 2;

TABLE1705A.2.1, Item 5B

MASONRY-CHAPTER 21A

1. MATERIALS

+ MASONRY UNITS 2103A.1

+ PORTLAND CEMENT LIME 2103A

+ MORTAR AND GROUT AGGREGATES 2103A.2; 2103A.3

+ REINFORCING BARS 2103A.4

2. QUALITY

+ PORTLAND CEMENT TESTS 1910A.1

+ MORTAR AND GROUT TESTS 2105A.3

+ MASONRY PRISM TESTS 2105A.2




+ MASONRY CORE TESTS 2105A.4

+ MASONRY UNIT TESTS 2105A.2; 2105A.3; 1705A.4

+REINFORCING BAR TESTS 1910A.2

3. INSPECTION

+ REINFORCED MASONRY 1705A.4

END OF SECTION



SELECTIVE DEMOLITION 024119 - 1

SECTION 024119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

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

Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Demolition and removal of selected portions of building or structure.

2. Salvage of existing items to be reused or recycled.

B. Related Requirements:

1. Section 011000 "Summary" for restrictions on use of the premises, Owner-occupancy

requirements, and phasing requirements.

2. Section 017300 "Execution" for cutting and patching procedures.

3. Section 013516 "Alteration Project Procedures" for general protection and work

procedures for alteration projects.

1.3 DEFINITIONS

A. Remove: Detach items from existing construction and dispose of them off-site unless indicated

to be salvaged or reinstalled.

B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage,

and deliver to Owner ready for reuse.

C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage,

prepare for reuse, and reinstall where indicated.

D. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise

indicated to be salvaged or reinstalled.

E. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle

methods and equipment to prevent damage to the item and surfaces; disposing of items unless

indicated to be salvaged or reinstalled.

1.4 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.




B. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones

and their contents, commemorative plaques and tablets, and other items of interest or value to

Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.5 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site.

1. Inspect and discuss condition of construction to be selectively demolished.

2. Review structural load limitations of existing structure.

3. Review and finalize selective demolition schedule and verify availability of materials,

demolition personnel, equipment, and facilities needed to make progress and avoid

delays.

4. Review requirements of work performed by other trades that rely on substrates exposed

by selective demolition operations.

5. Review areas where existing construction is to remain and requires protection.

1.6 INFORMATIONAL SUBMITTALS

A. Qualification Data: For refrigerant recovery technician.

B. Engineering Survey: Submit engineering survey of condition of building.

C. Proposed Protection Measures: Submit report, including Drawings, that indicates the measures

proposed for protecting individuals and property, for dust control and , for noise control.

Indicate proposed locations and construction of barriers.

D. Schedule of Selective Demolition Activities: Indicate the following:

1. Detailed sequence of selective demolition and removal work, with starting and ending

dates for each activity. Ensure Owner's on-site operations are uninterrupted.

2. Interruption of utility services. Indicate how long utility services will be interrupted.

3. Coordination for shutoff, capping, and continuation of utility services.

4. Use of elevator and stairs.

5. Coordination of Owner's continuing occupancy of portions of existing building and of

Owner's partial occupancy of completed Work.

E. Predemolition Photographs or Video: Show existing conditions of adjoining construction,

including finish surfaces, that might be misconstrued as damage caused by demolition

operations. Comply with Section 013233 "Photographic Documentation." Submit before Work

begins.

F. Statement of Refrigerant Recovery: Signed by refrigerant recovery technician responsible for

recovering refrigerant, stating that all refrigerant that was present was recovered and that

recovery was performed according to EPA regulations. Include name and address of technician

and date refrigerant was recovered.




G. Warranties: Documentation indicating that existing warranties are still in effect after completion

of selective demolition.

1.7 CLOSEOUT SUBMITTALS

A. Inventory: Submit a list of items that have been removed and salvaged.

1.8 QUALITY ASSURANCE

A. Refrigerant Recovery Technician Qualifications: Certified by an EPA-approved certification

program.

1.9 FIELD CONDITIONS

A. Owner will occupy portions of building immediately adjacent to selective demolition area.

Conduct selective demolition so Owner's operations will not be disrupted.

B. Notify Architect of discrepancies between existing conditions and Drawings before proceeding

with selective demolition.

C. Hazardous Materials: It is not expected that hazardous materials will be encountered in the

Work.

1. Hazardous materials will be removed by Owner before start of the Work.

2. If suspected hazardous materials are encountered, do not disturb; immediately notify

Architect and Owner. Hazardous materials will be removed by Owner under a separate

contract.

D. Hazardous Materials: Present in buildings and structures to be selectively demolished. A report

on the presence of hazardous materials is on file for review and use. Examine report to become

aware of locations where hazardous materials are present.

1. Hazardous material remediation is specified elsewhere in the Contract Documents.

2. Do not disturb hazardous materials or items suspected of containing hazardous materials

except under procedures specified elsewhere in the Contract Documents.

3. Owner will provide material safety data sheets for suspected hazardous materials that are

known to be present in buildings and structures to be selectively demolished because of

building operations or processes performed there.

E. Storage or sale of removed items or materials on-site is not permitted.

F. Utility Service: Maintain existing utilities indicated to remain in service and protect them

against damage during selective demolition operations.

1. Maintain fire-protection facilities in service during selective demolition operations.




1.10 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged

during selective demolition, by methods and with materials and using approved contractors so

as not to void existing warranties. Notify warrantor before proceeding. Existing warranties

include the following:

B. Notify warrantor on completion of selective demolition, and obtain documentation verifying

that existing system has been inspected and warranty remains in effect. Submit documentation

at Project closeout.

1.11 COORDINATION

A. Arrange selective demolition schedule so as not to interfere with Owner's operations.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Regulatory Requirements: Comply with governing EPA notification regulations before

beginning selective demolition. Comply with hauling and disposal regulations of authorities

having jurisdiction.

B. Standards: Comply with ASSE A10.6 and NFPA 241.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting selective demolition

operations.

B. Review Project Record Documents of existing construction or other existing condition and

hazardous material information provided by Owner. Owner does not guarantee that existing

conditions are same as those indicated in Project Record Documents.

C. Steel Tendons: Locate tensioned steel tendons and include recommendations for de-tensioning.

D. Verify that hazardous materials have been remediated before proceeding with building

demolition operations.

E. Survey of Existing Conditions: Record existing conditions by use of measured drawings.

1. Inventory and record the condition of items to be removed and salvaged. Provide

photographs or video of conditions that might be misconstrued as damage caused by

salvage operations.




2. Before selective demolition or removal of existing building elements that will be

reproduced or duplicated in final Work, make permanent record of measurements,

materials, and construction details required to make exact reproduction.

3.2 PREPARATION

A. Refrigerant: Before starting demolition, remove refrigerant from mechanical equipment

according to 40 CFR 82 and regulations of authorities having jurisdiction.

3.3 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and

protect them against damage.

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify,

disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas

to be selectively demolished.

1. Owner will arrange to shut off indicated services/systems when requested by Contractor.

2. Arrange to shut off utilities with utility companies.

3. If services/systems are required to be removed, relocated, or abandoned, provide

temporary services/systems that bypass area of selective demolition and that maintain

continuity of services/systems to other parts of building.

4. Disconnect, demolish, and remove fire-suppression systems, plumbing, and HVAC

systems, equipment, and components indicated on Drawings to be removed.

a. Piping to Be Removed: Remove portion of piping indicated to be removed and cap

or plug remaining piping with same or compatible piping material.

b. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same

or compatible piping material and leave in place.

c. Equipment to Be Removed: Disconnect and cap services and remove equipment.

d. Equipment to Be Removed and Reinstalled: Disconnect and cap services and

remove, clean, and store equipment; when appropriate, reinstall, reconnect, and

make equipment operational.

e. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove

equipment and deliver to Owner.

f. Ducts to Be Removed: Remove portion of ducts indicated to be removed and plug

remaining ducts with same or compatible ductwork material.

g. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible

ductwork material and leave in place.

3.4 PROTECTION

A. Temporary Protection: Provide temporary barricades and other protection required to prevent

injury to people and damage to adjacent buildings and facilities to remain.

1. Provide protection to ensure safe passage of people around selective demolition area and

to and from occupied portions of building.




2. Provide temporary weather protection, during interval between selective demolition of

existing construction on exterior surfaces and new construction, to prevent water leakage

and damage to structure and interior areas.

3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are

exposed during selective demolition operations.

4. Cover and protect furniture, furnishings, and equipment that have not been removed.

5. Comply with requirements for temporary enclosures, dust control, heating, and cooling

specified in Section 015000 "Temporary Facilities and Controls."

B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as

required to preserve stability and prevent movement, settlement, or collapse of construction and

finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of

construction being demolished.

1. Strengthen or add new supports when required during progress of selective demolition.

C. Remove temporary barricades and protections where hazards no longer exist.

3.5 SELECTIVE DEMOLITION, GENERAL

A. General: Demolish and remove existing construction only to the extent required by new

construction and as indicated. Use methods required to complete the Work within limitations of

governing regulations and as follows:

1. Proceed with selective demolition systematically, from higher to lower level. Complete

selective demolition operations above each floor or tier before disturbing supporting

members on the next lower level.

2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use

cutting methods least likely to damage construction to remain or adjoining construction.

Use hand tools or small power tools designed for sawing or grinding, not hammering and

chopping. Temporarily cover openings to remain.

3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring

existing finished surfaces.

4. Do not use cutting torches until work area is cleared of flammable materials. At

concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden

space before starting flame-cutting operations. Maintain portable fire-suppression devices

during flame-cutting operations.

5. Maintain fire watch during and for at least 2 hours after flame-cutting operations.

6. Maintain adequate ventilation when using cutting torches.

7. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and

promptly dispose of off-site.

8. Remove structural framing members and lower to ground by method suitable to avoid

free fall and to prevent ground impact or dust generation.

9. Locate selective demolition equipment and remove debris and materials so as not to

impose excessive loads on supporting walls, floors, or framing.

10. Dispose of demolished items and materials promptly.

B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal

operations to ensure minimum interference with roads, streets, walks, walkways, and other

adjacent occupied and used facilities.




C. Work in Historic Areas: Selective demolition may be performed only in areas of Project that are

not designated as historic. In historic spaces, areas, and rooms, or on historic surfaces, the terms

"demolish" or "remove" shall mean historic "removal" or "dismantling" as specified in

Section 024296 "Historic Removal and Dismantling."

D. Removed and Salvaged Items:

1. Clean salvaged items.

2. Pack or crate items after cleaning. Identify contents of containers.

3. Store items in a secure area until delivery to Owner.

4. Transport items to Owner's storage area designated by Owner.

5. Protect items from damage during transport and storage.

E. Removed and Reinstalled Items:

1. Clean and repair items to functional condition adequate for intended reuse.

2. Pack or crate items after cleaning and repairing. Identify contents of containers.

3. Protect items from damage during transport and storage.

4. Reinstall items in locations indicated. Comply with installation requirements for new

materials and equipment. Provide connections, supports, and miscellaneous materials

necessary to make item functional for use indicated.

F. Existing Items to Remain: Protect construction indicated to remain against damage and soiling

during selective demolition. When permitted by Architect, items may be removed to a suitable,

protected storage location during selective demolition and cleaned and reinstalled in their

original locations after selective demolition operations are complete.

3.6 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS

A. Concrete: Demolish in small sections. Using power-driven saw, cut concrete to a depth of at

least 3/4 inch (19 mm) at junctures with construction to remain. Dislodge concrete from

reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove

remainder of concrete. Neatly trim openings to dimensions indicated.

B. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain

and at regular intervals using power-driven saw, and then remove concrete between saw cuts.

C. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain,

using power-driven saw, and then remove masonry between saw cuts.

D. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up and

remove.

E. Resilient Floor Coverings: Remove floor coverings and adhesive according to recommendations

in RFCI's "Recommended Work Practices for the Removal of Resilient Floor Coverings." Do

not use methods requiring solvent-based adhesive strippers.




3.7 DISPOSAL OF DEMOLISHED MATERIALS

A. Remove demolition waste materials from Project site and dispose of them in an EPA-approved

construction and demolition waste landfill acceptable to authorities having jurisdiction.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces

and areas.

3. Remove debris from elevated portions of building by chute, hoist, or other device that

will convey debris to grade level in a controlled descent.

4. Comply with requirements specified in Section 017419 "Construction Waste

Management and Disposal."

B. Burning: Do not burn demolished materials.

3.8 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective

demolition operations. Return adjacent areas to condition existing before selective demolition

operations began.

END OF SECTION



PLASTIC LAMINATE FACED ARCH. CABINETS 064116 - 1

SECTION 064116 - PLASTIC LAMINATE-FACED ARCHITECTURAL CABINETS

PART 1 - GENERAL




1.2 SUMMARY


1. Plastic-laminate-faced architectural cabinets.

2. Wood furring, blocking, shims, and hanging strips for installing plastic-laminate-

faced architectural cabinets unless concealed within other construction before

cabinet installation.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: Show location of each item, dimensioned plans and elevations, large-

scale details, attachment devices, and other components.

1. Show details full size.

2. Show locations and sizes of furring, blocking, and hanging strips, including

concealed blocking and reinforcement specified in other Sections.

3. Show locations and sizes of cutouts and holes for electrical switches and outlets

installed in architectural plastic-laminate cabinets.

4. Apply WI Certified Compliance Program label to Shop Drawings.

C. Samples for Verification:

1. Plastic laminates, 8 by 10 inches, for each color, pattern, and surface finish, and

specified edge material applied to one edge.

2. Exposed cabinet hardware and accessories, one unit for each type and finish.


A. Qualification Data: For Installer and fabricator.

B. Woodwork Quality Standard Compliance Certificates: WI Certified Compliance Program

certificates.




1.5 QUALITY ASSURANCE

A. Fabricator Qualifications: Shop that employs skilled workers who custom fabricate

products similar to those required for this Project with minimum 10 years experience and

whose products have a record of successful in-service performance.

1.6 DELIVERY, STORAGE, AND HANDLING

A. Do not deliver cabinets until painting and similar operations that could damage

woodwork have been completed in installation areas. If cabinets must be stored in other

than installation areas, store only in areas where environmental conditions comply with

requirements specified in "Field Conditions" Article.


A. Environmental Limitations: Do not deliver or install cabinets until building is enclosed,

wet work is complete, and HVAC system is operating and maintaining temperature and

relative humidity at occupancy levels during the remainder of the construction period.

B. Established Dimensions: Where cabinets are indicated to fit to other construction,

establish dimensions for areas where cabinets are to fit. Provide allowance for trimming

at site, and coordinate construction to ensure that actual dimensions correspond to

established dimensions.

1.8 COORDINATION

A. Coordinate sizes and locations of framing, blocking, furring, reinforcements, and other

related units of Work specified in other Sections to ensure that cabinets can be supported

and installed as indicated.

PART 2 - PRODUCTS

2.1 PLASTIC-LAMINATE-FACED ARCHITECTURAL CABINETS

A. Quality Standard: Unless otherwise indicated, comply with the "Architectural Woodwork

Standards" for grades of architectural plastic-laminate cabinets indicated for construction,

finishes, installation, and other requirements.

1. The Contract Documents contain selections chosen from options in the quality

standard and additional requirements beyond those of the quality standard.

Comply with those selections and requirements in addition to the quality

standard.

B. Grade: Custom.

C. Type of Construction: Frameless.




D. Cabinet, Door, and Drawer Front Interface Style: Flush overlay.

E. High-Pressure Decorative Laminate: NEMA LD 3, grades as indicated or if not indicated,

as required by woodwork quality standard.

1. Manufacturers: Subject to compliance with requirements, available

manufacturers offering products that may be incorporated into the Work include,

but are not limited to, the following:

a. Formica Corporation.

b. Wilsonart

F. Laminate Cladding for Exposed Surfaces:

1. Countertop: Quartz stone countertop and splash.

2. Base Cabinets: Grade HGS. (Wilsonart/Formica – as indicated in the drawings)

3. Upper Cabinets: Grade HGS. (Wilsonart/Formica – as indicated in the drawings)

4. Tall Cabinets: Grade HGS. (Wilsonart/Formica – as indicated in the drawings)

5. Edges: Grade HGS

6. Pattern Direction: Vertically for drawer fronts, doors, and fixed panels.

G. Materials for Semi-exposed Surfaces:

1. Surfaces Other Than Drawer Bodies: White Melamine.

H. Dust Panels: 1/4-inch plywood or tempered hardboard above compartments and drawers

unless located directly under tops.

I. Concealed Backs of Panels with Exposed Plastic-Laminate Surfaces: High-pressure

decorative laminate, NEMA LD 3, Grade BKL.

J. Drawer Construction: Fabricate with exposed fronts fastened to subfront with mounting

screws from interior of body.

1. Join subfronts, backs, and sides with glued rabbeted joints supplemented by

mechanical fasteners or glued dovetail joints.

K. Colors, Patterns, and Finishes: Provide materials and products that result in colors and

textures of exposed laminate surfaces complying with the following requirements:

1. As indicated by laminate manufacturer's designations.

2.2 WOOD MATERIALS

A. Wood Products: Provide materials that comply with requirements of referenced quality

standard for each type of woodwork and quality grade specified unless otherwise

indicated.

1. Wood Moisture Content: 8 to 13 percent.

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2.3 CABINET HARDWARE AND ACCESSORIES

A. General: Provide cabinet hardware and accessory materials associated with architectural

cabinets.

B. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 135 degrees of

opening, self-closing.

C. Pulls: Back mounted, stainless steel, 3.75” centers European bar pulls (5.25” Overall)

D. Catches: Magnetic catches, BHMA A156.9

E. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071; with shelf rests,

B04081.

F. Drawer Slides: BHMA A156.9.

1. Grade 1 and Grade 2: Side mounted and extending under bottom edge of drawer.

G. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with

BHMA A156.18 for BHMA finish number indicated.

1. Dark, Oxidized, Satin Bronze, Oil Rubbed: BHMA 613 for bronze base;

BHMA 640 for steel base; match.

H. For concealed hardware, provide manufacturer's standard finish that complies with

product class requirements in BHMA A156.9.

2.4 MISCELLANEOUS MATERIALS

A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried

to less than 15 percent moisture content.

B. Anchors: Select material, type, size, and finish required for each substrate for secure

anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors.

Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior

walls and at floors.

2.5 FABRICATION

A. Fabricate cabinets to dimensions, profiles, details and specified appliances as indicated in

the drawings.

B. Complete fabrication, including assembly and hardware application, to maximum extent

possible before shipment to Project site. Disassemble components only as necessary for

shipment and installation. Where necessary for fitting at site, provide ample allowance

for scribing, trimming, and fitting.

1. Trial fit assemblies at fabrication shop that cannot be shipped completely

assembled. Install dowels, screws, bolted connectors, and other fastening devices

that can be removed after trial fitting. Verify that various parts fit as intended and




check measurements of assemblies against field measurements before

disassembling for shipment.

C. Shop-cut openings to maximum extent possible to receive hardware, appliances,

electrical work, and similar items. Locate openings accurately and use templates or

roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of

cutouts to remove splinters and burrs.

PART 3 - EXECUTION

3.1 PREPARATION

A. Before installation, condition cabinets to average prevailing humidity conditions in

installation areas.

B. Before installing cabinets, examine shop-fabricated work for completion and complete

work as required.

3.2 INSTALLATION

A. Grade: Install cabinets to comply with same grade as item to be installed.

B. Assemble cabinets and complete fabrication at Project site to the extent that it was not

completed in the shop.

C. Install cabinets level, plumb, true, and straight. Shim as required with concealed shims.

Install level and plumb to a tolerance of 1/8 inch in 96 inches.

D. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged

finish at cuts.

E. Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure

with countersunk, concealed fasteners and blind nailing. Use fine finishing nails for

exposed fastening, countersunk and filled flush with woodwork.

1. Use filler matching finish of items being installed.

F. Cabinets: Install without distortion so doors and drawers fit openings properly and are

accurately aligned. Adjust hardware to center doors and drawers in openings and to

provide unencumbered operation. Complete installation of hardware and accessory items

as indicated.

1. Install cabinets with no more than 1/8 inch in 96-inch sag, bow, or other variation

from a straight line.

2. Fasten wall cabinets through back, near top and bottom, and at ends not more

than 16 inches o.c. with No. 10 wafer-head sheet metal screws through metal

backing or metal framing behind wall finish.




3.3 ADJUSTING AND CLEANING

A. Repair damaged and defective cabinets, where possible, to eliminate functional and

visual defects; where not possible to repair, replace woodwork. Adjust joinery for

uniform appearance.

B. Clean, lubricate, and adjust hardware.

C. Clean cabinets on exposed and semiexposed surfaces.

END OF SECTION



HOLLOW METAL FRAMES 081213 - 1

SECTION 081213 - HOLLOW METAL FRAMES

PART 1 - GENERAL




1.2 SUMMARY

A. Section includes:

1. Interior standard steel frames.

1.3 DEFINITIONS

A. Minimum Thickness: Minimum thickness of base metal without coatings according to

NAAMM-HMMA 803 or SDI A250.8.

1.4 COORDINATION

A. Coordinate anchorage installation for hollow-metal frames. Furnish setting drawings, templates,

and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and

items with integral anchors. Deliver such items to Project site in time for installation.

B. Coordinate requirements for installation of door hardware, electrified door hardware, and access

control and security systems.


A. Preinstallation Conference: Conduct conference at Project site.


A. Product Data: For each type of product.

1. Include construction details, material descriptions and finishes.

B. Shop Drawings: Include the following:

1. Elevations of each frame type.

2. Frame details for each frame type, including dimensioned profiles and metal thicknesses.

3. Locations of reinforcement and preparations for hardware.




4. Details of each different wall opening condition.

5. Details of electrical raceway and preparation for electrified hardware, access control

systems, and security systems.

6. Details of anchorages, joints, field splices, and connections.

7. Details of accessories.

8. Details of moldings, removable stops, and glazing.

C. Samples for Initial Selection: For hollow-metal frames with factory-applied color finishes.

D. Product Schedule: For hollow-metal frames, prepared by or under the supervision of supplier,

using same reference numbers for details and openings as those on Drawings. Coordinate with

final door hardware schedule.


A. Product Test Reports: For each type of hollow-metal frame assembly, for tests performed by a

qualified testing agency.

B. Oversize Construction Certification: For assemblies required to be fire-rated and exceeding

limitations of labeled assemblies.


A. Deliver hollow-metal frames palletized, packaged, or crated to provide protection during transit

and Project-site storage. Do not use nonvented plastic.

1. Provide additional protection to prevent damage to factory-finished units.

B. Deliver welded frames with two removable spreader bars across bottom of frames, tack welded

to jambs and mullions.

C. Store hollow-metal frames vertically under cover at Project site with head up. Place on

minimum 4-inch- (102-mm-) high wood blocking. Provide minimum 1/4-inch (6-mm) space

between each stacked door to permit air circulation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, provide products by one of the

following:

1. Door Components, Inc.

2. Hollow Metal Inc.

3. Republic Doors and Frames.

4. Security Metal Products; a brand of ASSA ABLOY.

5. Steelcraft; an Allegion brand.

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2.2 STANDARD STEEL FRAMES

A. Construct hollow-metal frames to comply with standards indicated for materials, fabrication,

hardware locations, hardware reinforcement, tolerances, and clearances, and as specified.

B. Interior Frames: SDI A250.8. At locations indicated in the Door and Frame Schedule.

1. Materials: Uncoated steel sheet, minimum thickness of 0.053 inch.

2. Construction: Full profile welded.

3. Exposed Finish: Prime.

2.3 FRAME ANCHORS

A. Jamb Anchors:

1. Type: Anchors of minimum size and type required by applicable door and frame

standard, and suitable for performance level indicated.

2. Quantity: Minimum of three anchors per jamb, with one additional anchor for frames

with no floor anchor. Provide one additional anchor for each 24 inches (610 mm) of

frame height above 7 feet (2.1 m).

3. Postinstalled Expansion Anchor: Minimum 3/8-inch- (9.5-mm-) diameter bolts with

expansion shields or inserts, with manufacturer's standard pipe spacer.

B. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor.

C. Material: ASTM A 879/A 879M, Commercial Steel (CS), 04Z (12G) coating designation; mill

phosphatized.

2.4 MATERIALS

A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable

for exposed applications.

B. Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M, Commercial Steel (CS), Type B; free of

scale, pitting, or surface defects; pickled and oiled.

C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B.

D. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.

E. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for application

indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for

attaching hollow-metal frames of type indicated.




2.5 FABRICATION

A. Hollow-Metal Frames: Fabricate in one piece except where handling and shipping limitations

require multiple sections. Where frames are fabricated in sections, provide alignment plates or

angles at each joint, fabricated of metal of same or greater thickness as frames.

1. Frames: Provide closed tubular members with no visible face seams or joints, fabricated

from same material as door frame. Fasten members at crossings and to jambs by welding.

2. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners

unless otherwise indicated.

3. Door Silencers: Except on weather-stripped frames, drill stops to receive door silencers

as follows. Keep holes clear during construction.

a. Single-Door Frames: Drill stop in strike jamb to receive three door silencers.

b. Double-Door Frames: Drill stop in head jamb to receive two door silencers.

4. Terminated Stops: Terminate stops 6 inches above finish floor with a 45-degree angle

cut, and close open end of stop with steel sheet closure. Cover opening in extension of

frame with welded-steel filler plate, with welds ground smooth and flush with frame.

B. Hardware Preparation: Factory prepare hollow-metal frames to receive templated mortised

hardware, and electrical wiring; include cutouts, reinforcement, mortising, drilling, and tapping

according to SDI A250.6, the Door Hardware Schedule, and templates.

1. Reinforce frames to receive nontemplated, mortised, and surface-mounted door hardware.

2. Comply with BHMA A156.115 for preparing hollow-metal frames for hardware.

2.6 STEEL FINISHES

A. Prime Finish: Clean, pretreat, and apply manufacturer's standard primer.

1. Shop Primer: Manufacturer's standard, fast-curing, lead- and chromate-free primer

complying with SDI A250.10; recommended by primer manufacturer for substrate;

compatible with substrate and field-applied coatings despite prolonged exposure.

PART 3 - EXECUTION

3.1 PREPARATION

A. Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding,

filling, and dressing, as required to make repaired area smooth, flush, and invisible on exposed

faces. Touch up factory-applied finishes where spreaders are removed.

B. Drill and tap frames to receive nontemplated, mortised, and surface-mounted door hardware.




3.2 INSTALLATION

A. General: Install hollow-metal frames plumb, rigid, properly aligned, and securely fastened in

place. Comply with approved Shop Drawings and with manufacturer's written instructions.

Comply with SDI A250.11.

B. Set frames accurately in position; plumbed, aligned, and braced securely until permanent

anchors are set. After wall construction is complete, remove temporary braces without damage

to completed Work.

1. Where frames are fabricated in sections, field splice at approved locations by welding

face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on

exposed faces. Touch-up finishes.

2. Install frames with removable stops located on secure side of opening.

C. Floor Anchors: Secure with postinstalled expansion anchors.

1. Floor anchors may be set with power-actuated fasteners instead of postinstalled

expansion anchors if so indicated and approved on Shop Drawings.

D. Solidly pack mineral-fiber insulation inside frames.

E. Installation Tolerances: Adjust hollow-metal frames to the following tolerances:

1. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90

degrees from jamb perpendicular to frame head.

2. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line

parallel to plane of wall.

3. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on

parallel lines, and perpendicular to plane of wall.

4. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs at floor.

3.3 CLEANING AND TOUCHUP

A. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of

prime coat and apply touchup of compatible air-drying, rust-inhibitive primer.

B. Touchup Painting: Cleaning and touchup painting of abraded areas of paint are specified in

painting Sections.

END OF SECTION



FLUSH WOOD DOORS 081416 - 1

SECTION 081416 - FLUSH WOOD DOORS

PART 1 - GENERAL




1.2 SUMMARY


1. Solid-core doors with wood-veneer faces.

2. Shop priming flush wood doors.

3. Factory fitting flush wood doors to frames and factory machining for hardware.

B. Related Requirements:

1. Section 088000 "Glazing" for glass view panels in flush wood doors.


A. Preinstallation Conference: Conduct conference at Project site.


A. Product Data: For each type of door. Include details of core and edge construction, and trim for

openings.

B. Shop Drawings: Indicate location, size, and hand of each door; elevation of each kind of door;

construction details not covered in Product Data; and the following:

1. Dimensions and locations of blocking.

2. Dimensions and locations of mortises and holes for hardware.

3. Dimensions and locations of cutouts.

4. Undercuts.

5. Doors to be factory finished and finish requirements.

6. Fire-protection ratings for fire-rated doors.

C. Samples for Initial Review: For stained-finished doors (to match stain color and sheen of

existing corridor wood doors).

D. Samples for Verification:




1. Stained wood finish applied to actual door face materials, approximately 8 by 10 inches,

for each material and finish.

2. Corner sections of doors, approximately 8 by 10 inches (200 by 250 mm), with door

faces and edges representing actual materials to be used.

a. Provide Samples for each species of veneer and solid lumber required.

3. Frames for light openings, 6 inches (150 mm) long, for each material, type, and finish

required.


A. Sample Warranty: For special warranty.

B. Quality Standard Compliance Certificates: WI Certified Compliance Program certificates.


A. Comply with requirements of referenced standard and manufacturer's written instructions.

B. Package doors individually in cardboard cartons and wrap bundles of doors in plastic sheeting.

C. Mark each door on top and bottom rail with opening number used on Shop Drawings.


A. Environmental Limitations: Do not deliver or install doors until spaces are enclosed and

weathertight, wet work in spaces is complete and dry, and HVAC system is operating and

maintaining ambient temperature and humidity conditions at occupancy levels during remainder

of construction period.

B. Environmental Limitations: Do not deliver or install doors until spaces are enclosed and

weathertight, wet work in spaces is complete and dry, and HVAC system is operating and

maintaining temperature between 60 and 90 deg F and relative humidity between 17 and 50

percent during remainder of construction period.

1.8 WARRANTY

A. A. Special Warranty: Manufacturer agrees to repair or replace doors that fail in materials or

workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Warping (bow, cup, or twist) more than 1/4 inch in a 42-by-84-inch section.

b. Telegraphing of core construction in face veneers exceeding 0.01 inch in a 3-inch

span.

2. Warranty shall also include installation and finishing that may be required due to repair

or replacement of defective doors.




3. Warranty Period for Solid-Core Interior Doors: Life of installation.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers: Subject to compliance with requirements, available manufacturers offering

products that may be incorporated into the Work include, but are not limited to the following:

1. Eggers Industries.

2. Mohawk Flush Doors, Inc.

2.2 FLUSH WOOD DOORS, GENERAL

A. Quality Standard: In addition to requirements specified, comply with AWI's, AWMAC's, and

WI's "Architectural Woodwork Standards.

1. Provide WI Certified Compliance Labels indicating that doors comply with requirements

of grades specified.

2. Contract Documents contain selections chosen from options in quality standard and

additional requirements beyond those of quality standard. Comply with those selections

and requirements in addition to quality standard.

B. WDMA I.S.1-A Performance Grade:

1. Heavy Duty unless otherwise indicated.

C. Smoke- and Draft-Control Door Assemblies: Listed and labeled for smoke and draft control,

based on testing according to UL 1784.

D. Structural-Composite-Lumber-Core Doors:

1. Structural Composite Lumber: WDMA I.S.10.

a. Screw Withdrawal, Face: 700 lbf.

b. Screw Withdrawal, Edge: 400 lbf.

2.3 VENEER-FACED DOORS FOR TRANSPARENT FINISH

A. Interior Solid-Core Doors:

1. Grade: Custom Grade A faces.

2. Species: Select white ash.

3. Cut: Rotary cut.

4. Match between Veneer Leaves: Pleasing match.

5. Assembly of Veneer Leaves on Door Faces: Balance match.

6. Pair and Set Match: Provide for doors hung in same opening.

7. Room Match: Match door faces within each separate room or area of building.

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8. Room Match: Provide door faces of compatible color and grain within each separate

room or area of building.

9. Exposed Vertical and Top Edges: Same species as faces or a compatible species - edge

Type A.

10. Core: Either glued wood stave or structural composite lumber.

11. Construction: Five or seven plies. Stiles and rails are bonded to core, then entire unit is

abrasive planed before veneering. Faces are bonded to core using a hot press.

12. Construction: Seven plies, either bonded or nonbonded construction.

13. WDMA I.S.1-A Performance Grade: Heavy Duty.

2.4 LIGHT FRAMES AND LOUVERS

A. Wood Beads for Light Openings in Wood Doors: Provide manufacturer's standard wood beads

unless otherwise indicated.

1. Wood Species: Same species as door faces.

2. Profile: Manufacturer's standard shape.

2.5 FABRICATION

A. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of

referenced quality standard for fitting unless otherwise indicated.

B. Factory machine doors for hardware that is not surface applied. Locate hardware to comply with

DHI-WDHS-3. Comply with final hardware schedules, door frame Shop Drawings, BHMA-

156.115-W, and hardware templates.

1. Coordinate with hardware mortises in metal frames to verify dimensions and alignment

before factory machining.

2. Fabricate door panels with full-width, solid-lumber, meeting rails. Provide factory-

installed spring bolts for concealed attachment into jambs of metal door frames.

C. Openings: Factory cut and trim openings through doors.

1. Light Openings: Trim openings with moldings of material and profile indicated.

2. Glazing: Factory install glazing in doors. Comply with applicable requirements in Section

088000 "Glazing."

2.6 FACTORY FINISHING

A. General: Comply with referenced quality standard for factory finishing. Complete fabrication,

including fitting doors for openings and machining for hardware that is not surface applied,

before finishing.

1. Finish faces, all four edges, edges of cutouts, and mortises. Stains and fillers may be

omitted on bottom edges, edges of cutouts, and mortises.




B. Factory finish doors all interior doors to receive transparent finish.

C. Transparent Finish:

1. Grade: Custom.

2. Finish: AWI's, AWMAC's, and WI's "Architectural Woodwork Standards" System 11,

catalyzed polyurethane.

3. Finish: WDMA TR-6 catalyzed polyurethane.

4. Staining: Match stain color finish of existing corridor doors.

5. Effect: Semifilled finish, produced by applying an additional finish coat to partially fill

the wood pores.

6. Sheen: Semigloss.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine doors and installed door frames, with Installer present, before hanging doors.

1. Verify that installed frames comply with indicated requirements for type, size, location,

and swing characteristics and have been installed with level heads and plumb jambs.

2. Reject doors with defects.

B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. Hardware: For installation, see Section 087100 "Door Hardware."

B. Installation Instructions: Install doors to comply with manufacturer's written instructions and

referenced quality standard, and as indicated.

1. Install smoke- and draft-control doors according to NFPA 105.

C. Job-Fitted Doors: Align and fit doors in frames with uniform clearances and bevels as indicated

below; do not trim stiles and rails in excess of limits set by manufacturer or permitted for fire-

rated doors. Machine doors for hardware. Seal edges of doors, edges of cutouts, and mortises

after fitting and machining.

1. Clearances: Provide 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors.

Provide 1/8 inch (3.2 mm) from bottom of door to top of decorative floor finish or

covering unless otherwise indicated. Where threshold is shown or scheduled, provide1/4

inch (6.4 mm) from bottom of door to top of threshold unless otherwise indicated.

D. Factory-Fitted Doors: Align in frames for uniform clearance at each edge.




E. Factory-Finished Doors: Restore finish before installation if fitting or machining is required at

Project site.

3.3 ADJUSTING

A. Operation: Rehang or replace doors that do not swing or operate freely.

B. Finished Doors: Replace doors that are damaged or that do not comply with requirements.

Doors may be repaired or refinished if Work complies with requirements and shows no

evidence of repair or refinishing.

END OF SECTION 081416



DOOR HARDWARE 087100 - 1

SECTION 087100 DOOR HARDWARE

PART 1 - GENERAL

1.1 SUMMARY


1. Door hardware

B. Related Divisions:

1. Division 06 – door hardware installation

2. Division 08 – metal doors and frames, interior aluminum frames, wood doors,

integrated security systems, specialty doors, storefront and glazed curtainwall

systems.

C. Specific Omissions: Hardware for the following is specified or indicated elsewhere.

1. Cabinets, including open wall shelving and locks.

2. Conduit, junction boxes & wiring.

3. Access doors and panels, except cylinders where detailed.

1.2 REFERENCES:

A. Use date of standard in effect as of Bid date.

1. American National Standards Institute

a) ANSI 156.18 – Materials and Finishes.

2. BHMA – Builders Hardware Manufacturers Association

3. 2016 California Building Code

a) Chapter 11B – Accessibility To Public Buildings, Public

Accommodations, Commercial Buildings and Public Housing

4. DHI – Door and Hardware Institute

5. NFPA – National Fire Protection Association

a) NFPA 80 – Standard for Fire Doors and Other Opening Protectives.

b) NFPA 105 – Smoke and Draft Control Door Assemblies

c) NFPA 252 – Fire Tests of Door Assemblies

6. UL – Underwriters Laboratories

a) UL10C – Positive Pressure Fire Tests of Door Assemblies.

b) UL 305 – Panic Hardware

7. WHI – Warnock Hersey Incorporated State of California Building Code

8. Local applicable codes

9. SDI – Steel Door Institute

10. WI – Woodwork Institute

11. AWI – Architectural Woodwork Institute

12. NAAMM – National Association of Architectural Metal Manufacturers




B. Abbreviations

1. Manufacturers: see table at 2.1.A of this section

2. Finishes: see 2.6 of this section.

1.3 SUBMITTALS & SUBSTITUTIONS

A. SUBMITTALS: Submit six copies of schedule per D. Only submittals printed one sided

will be accepted and reviewed. Organize vertically formatted schedule into “Hardware

Sets” with index of doors and headings, indicating complete designations of every item

required for each door or opening. Minimum 10pt font size. Include following

information:

1. Type, style, function, size, quantity and finish of hardware items.

2. Use BHMA Finish codes per ANSI A156.18.

3. Name, part number and manufacturer of each item.

4. Fastenings and other pertinent information.

5. Location of hardware set coordinated with floor plans and door schedule.

6. Explanation of abbreviations, symbols, and codes contained in schedule.

7. Mounting locations for hardware.

8. Door and frame sizes, materials and degrees of swing.

9. List of manufacturers used and their nearest representative with address and

phone number.

10. Catalog cuts.

11. Point-to-point wiring diagrams.

12. Manufacturer’s technical data and installation instructions for electronic

hardware.

B. Bid and submit manufacturer’s updated/improved item if scheduled item is discontinued.

C. Deviations: Highlight, encircle or otherwise identify deviations from “Schedule of Finish

Hardware” on submittal with notations clearly designating those portions as deviating

from this section.

D. If discrepancy between drawings and scheduled material in this section, bid the more

expensive of the two choices, note the discrepancy in the submittal and request direction

from Architect for resolution.

E. Substitutions per Division 1. Include product data and indicate benefit to the Project.

Furnish operating samples on request.

F. Items listed with no substitute manufacturers have been requested by Owner to meet

existing standard.

G. Furnish as-built/as-installed schedule with closeout documents, including keying

schedule, riser and point-to-point wiring diagrams, manufacturers’ installation,

adjustment and maintenance information, and supplier’s final inspection report.

1.4 QUALITY ASSURANCE:

A. Qualifications:




1. Hardware supplier: direct factory contract supplier who employs a certified

architectural hardware consultant (AHC), available at reasonable times during

course of work for project hardware consultation to Owner, Architect and

Contractor.

a) Responsible for detailing, scheduling and ordering of finish hardware.

Detailing implies that the submitted schedule of hardware is correct and

complete for the intended function and performance of the openings.

B. Hardware: Free of defects, blemishes and excessive play. Obtain each kind of hardware

(latch and locksets, exit devices, hinges and closers) from one manufacturer.

C. Exit Doors: Operable from inside with single motion without the use of a key or special

knowledge or effort.

D. Fire-Rated Openings: NFPA 80 compliant. Hardware UL10C (positive pressure)

compliant for given type/size opening and degree of label. Provide proper latching

hardware, non-flaming door closers, approved-bearing hinges, and resilient seals.

Coordinate with wood door section for required intumescent seals. Furnish openings

complete.

E. Furnish hardware items required to complete the work in accordance with specified

performance level and design intent, complying with manufacturers’ instructions and

code requirements.

1.5 DELIVERY, STORAGE AND HANDLING:

A. Delivery: coordinate delivery to appropriate locations (shop or field).

1. Permanent keys and cores: secured delivery direct to Owner’s representative.

B. Acceptance at Site: Items individually packaged in manufacturers’ original containers,

complete with proper fasteners and related pieces. Clearly mark packages to indicate

contents, locations in hardware schedule and door numbers.

C. Storage: Provide securely locked storage area for hardware, protect from moisture,

sunlight, paint, chemicals, dust, excessive heat and cold, etc.

1.6 PROJECT CONDITIONS AND COORDINATION:

A. Where exact types of hardware specified are not adaptable to finished shape or size of

members requiring hardware, provide suitable types having as nearly as practical the

same operation and quality as type specified, subject to Architect’s approval.

B. Coordination: Coordinate hardware with other work. Furnish hardware items of proper

design for use on doors and frames of the thickness, profile, swing, security and similar

requirements indicated, as necessary for proper installation and function, regardless of

omissions or conflicts in the information on the Contract Documents. Furnish related trades

with the following information:

1. Location of embedded and attached items to concrete.

2. Location of wall-mounted hardware, including wall stops.

3. Location of finish floor materials and floor-mounted hardware.




4. At masonry construction, coordinate with the anchoring and hollow metal

supplier prior to frame installation by placing a strip of insulation, wood, or

foam, on the back of the hollow metal frame behind the rabbet section for

continuous hinges, as well as at rim panic hardware strike locations, silencers,

coordinators, and door closer arm locations. When the frame is grouted in place,

the backing will allow drilling and tapping without dulling or breaking the

installer’s bits.

5. Manufacturers’ templates to door and frame fabricators.

C. Check Shop Drawings for doors and entrances to confirm that adequate provisions will

be made for proper hardware installation.

D. Environmental considerations: segregate unused recyclable paper and paper product

packaging, uninstalled metals, and plastics, and have these sent to a recycling center.

E. Prior to submittal, carefully inspect existing conditions to verify finish hardware required

to complete Work, including sizes, quantities, existing hardware scheduled for re-use,

and sill condition material. If conflict between the specified/scheduled hardware and

existing conditions, submit request for direction from Architect. Include date of jobsite

visit in the submittal.

1. Submittals prepared without thorough jobsite visit by qualified hardware expert will

be rejected as non-compliant.

1.7 WARRANTY:

A. Part of respective manufacturers’ regular terms of sale. Provide manufacturers’ written

warranties.

B. Include factory order numbers with close-out documents to validate warranty

information, required for Owner in making future warranty claims:

C. Minimum warranties:

1. Locksets: Three years

2. Closers: Thirty years mechanical

Two years electrical

3. Hinges: One year

4. Other Hardware Two years

1.8 COMMISSIONING:

A. Conduct these tests prior to request for certificate of substantial completion:

1. With installer present, test door hardware operation with climate control system

and stairwell pressurization system both at rest and while in full operation.

2. With installer, access control contractor and electrical contractor present, test

electrical, electronic and electro-pneumatic hardware systems for satisfactory

operation.

3. With installer and electrical contractor present, test hardware interfaced with

fire/life-safety system for proper operation and release.




1.9 REGULATORY REQUIREMENTS:

A. Locate latching hardware between 34 inches to 44 inches above the finished floor, per

2016 California Building Code, Section 11B-404.2.7.

1. Panic hardware: locate between 36 inches to 44 inches above the finished floor.

B. Handles, pull, latches, locks, other operable parts:

1. Readily openable from egress side with one hand and without tight grasping,

tight pinching, or twisting of the wrist to operate. 2016 California Building Code

Section 11B-309.4.

2. Force required to activate the operable parts: 5.0 pounds maximum, per 2016

California Building Code Section 11B-309.4.

C. Adjust doors to open with not more than 5.0-pounds pressure to open at exterior doors

and 5.0-pounds at interior doors. As allowed per 2016 California Building Code Section

11B-404.2.9, local authority may increase the allowable pressure for fire doors to achieve

positive latching, but not to exceed 15-pounds.

1. Exception: exterior doors’ pressure-to-open may be increased to 8.5-pounds if: at

a single location, and one of a bank of eight leafs or fraction of eight, and one

leaf of this bank is fitted with a low- or high-energy operator.

D. Smooth surfaces at bottom 10 inches of push sides of doors, facilitating push-open with

wheelchair footrests, per 2016 California Building Code Section 11B-404.2.10.

1. Applied kickplates and armor plates: bevel the left and right edges; free of sharp

or abrasive edges.

2. Tempered glass doors without stiles: bottom rail may be less than 10 inches if top

leading edge is tapered 60 degrees minimum.

E. Door opening clear width no less than 32 inches, measured from face of frame stop, or

edge of inactive leaf of pair of doors, to door face with door opened to 90 degrees.

Hardware projection not a factor in clear width if located above 30 inches and below 80

inches, and the hardware projects no more than 4 inches. 2016 California Building Code

Section 11B-404.2.3.

1. Exception: In alterations, a projection of 5/8-inch (15.9 mm) maximum into the

required clear width shall be permitted for the latch side stop.

2. Door closers and overhead stops: not less than 78 inches above the finished floor

or ground, per 2016 California Building Code 11B-307.4.

F. Thresholds: floor or landing no more than 0.50 inches below the top of the threshold of

the doorway, per 2016 California Building Code Section 11B-404.2.5. Vertical rise no

more than 0.25 inches, change in level between 0.25 inches and 0.50 inches: beveled to

slope no greater than 1:2 (50 percent slope). 2016 California Building Code Section 11B-

303.2 & ~.3.

G. Floor stops: Do not locate in path of travel. Locate no more than 4 inches from walls, per

DSA Policy #99-08 (Access).

H. Pairs of doors with independently-activated hardware both leafs: limit swing of right-

hand or right-hand-reverse leaf to 90 degrees to protect persons reading wall-mounted

tactile signage, per 2016 California Building Code Section 11B-703.4.2.




I. Door and door hardware encroachment: when door is swung fully-open into means-of-

egress path, the doo may not encroach/project more than 7 inches into the required exit

width, with the exception of door release hardware such as lockset levers or panic

hardware. These hardware items must be located no less than 34-inches and no more

than 48-inches above the floor/ground. 2016 California Building Code, Section 1005.7.1.

1. In I-2 occupancies, latch release hardware is not permitted to project in the

required exit width, regardless of its mounting height, per 2016 California

Building Code, Section 1005.7.1 at Exception 1.

PART 2 PRODUCTS

2.1 MANUFACTURERS:

A. Listed acceptable alternate manufacturers: these will be considered; submit for review

products with equivalent function and features of scheduled products.

ITEM: MANUFACTURER: ACCEPTABLE

ALTERNATE:

Hinges (IVE) Ives Hager, Bommer

Mechanical Locks (SCH) Schlage Owner standard

Closers (LCN) LCN Owner standard

Auto Flush Bolts (IVE) Ives Hager, DCI

Coordinators (IVE) Ives Hager, DCI

Kickplates (IVE) Ives Rockwood, Trimco

Stops & Holders (IVE) Ives Rockwood, Trimco

Overhead Stops (GLY) Glynn-Johnson Rixson, ABH

Seals & Bottoms (NGP) NGP Zero, Reese

2.2 HINGING METHODS:

A. Drawings typically depict doors at 90 degrees, doors will actually swing to maximum

allowable. Use wide-throw conventional or continuous hinges as needed up to 8 inches

in width to allow door to stand parallel to wall for true 180-degree opening. Advise

architect if 8-inch width is insufficient.

B. Conform to manufacturer’s published hinge selection standard for door dimensions,

weight and frequency, and to hinge selection as scheduled. Where manufacturer’s

standard exceeds the scheduled product, furnish the heavier of the two choices; notify

Architect of deviation from scheduled hardware.




C. Conventional Hinges: Steel or stainless-steel pins and approved bearings. Hinge open

widths minimum, but of sufficient throw to permit maximum door swing.

1. Outswinging exterior doors: non-ferrous with non-removable (NRP) pins and

security studs.

2. Non-ferrous material exteriors and at doors subject to corrosive atmospheric

conditions.

2.3 LOCKSETS, LATCHSETS, DEADBOLTS:

A. Mortise Locksets and Latchsets: as scheduled.

1. Chassis: cold-rolled steel, handing field-changeable without disassembly.

2. Universal lock case – 10 functions in one case.

3. Floating mounting tabs automatically adjusts to fit a beveled door edge.

4. Latchbolts: 0.75 inch throw stainless steel anti-friction type.

5. Lever Trim: through-bolted, accessible design, cast lever or solid extruded bar

type levers as scheduled. Filled hollow tube design unacceptable.

a) Spindles: security design independent breakaway. Breakage of outside

lever does not allow access to inside lever’s hubworks to gain wrongful

entry.

b) Inside lever applied by screwless shank mounting – no exposed trim

mount screws.

c) Levers rotate up or down for ease of use.

d) Vandalgard locks: locked lever freely rotates down while remaining

securely locked. This feature prevents damage to internal lock

components when subjected to excessive force.

6. Furnish solid cylinder collars with wave springs. Wall of collar to cover rim of

mortise cylinder.

7. Turnpieces: accessible offset turn-lever design not requiring pinching or twisting

motions to operate.

8. Deadbolts: stainless steel 1-inch throw.

9. Electric operation: Manufacturer-installed continuous duty solenoid.

10. Strikes: 16 gage curved steel, bronze or brass with 1-inch deep box construction,

lips of sufficient length to clear trim and protect clothing.

11. Scheduled Lock Series and Design: Schlage L series,17N design.

12. Certifications:

a) ANSI A156.13, 1994, Grade 1 Operational, Grade 1 Security.

b) ANSI/ASTM F476-84 Grade 31 UL Listed.

13. Accessibility: Require not more than 5 lb to retract the latchbolt or deadbolt, or

both, per CBC 2016 11B-404.2.7 and 11B-309.4.

2.4 CLOSERS

B. Surface Closers: 4040XP

1. Full rack-and-pinion type cylinder with removable non-ferrous cover and cast-

iron body. Double heat-treated pinion shaft, single piece forged piston, chrome-

silicon steel spring.

1. ISO 2000 certified. Units stamped with date-of-manufacture code.




2. Independent lab-tested 10,000,000 cycles.

3. Non-sized, non-handed, and adjustable. Place closer inside building, stairs, and

rooms.

4. Plates, brackets and special templating when needed for interface with particular

header, door and wall conditions and neighboring hardware.

5. Adjust doors to open with not more than 5.0-pounds pressure to open at exterior

doors and 5.0-pounds at interior doors. As allowed per 2016 California Building

Code Section 11B-404.2.9, local authority may increase the allowable pressure

for fire doors to achieve positive latching, but not to exceed 15-pounds.

a) Exception: exterior doors’ pressure-to-open may be increased to 8.5-

pounds if: at a single location, and one of a bank of eight leafs or fraction

of eight, and one leaf of this bank is fitted with a low- or high-energy

operator.

6. Separate adjusting valves for closing speed, latching speed and backcheck, fourth

valve for delayed action where scheduled.

7. Extra-duty arms (EDA) at exterior doors scheduled with parallel arm units.

8. Exterior door closers: tested to 100 hours of ASTM B117 salt spray test, furnish

data on request.

9. Exterior doors: seasonal adjustments not required for temperatures from 120

degrees F to -30 degrees F, furnish checking fluid data on request.

10. Non-flaming fluid, will not fuel door or floor covering fires.

11. Pressure Relief Valves (PRV) not permitted.

2.5 OTHER HARDWARE

A. Automatic Flush Bolts: Low operating force design.

B. Overhead Stops: Non-plastic mechanisms and finished metal end caps. Field-changeable

hold-open, friction and stop-only functions.

C. Kick Plates: Four beveled edges, .050 inches minimum thickness, height and width as

scheduled. Sheet-metal screws of bronze or stainless steel to match other hardware.

D. Door Stops: Provide stops to protect walls, casework or other hardware.

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. Locate overhead stops for maximum possible opening. Consult with Owner for

furniture locations. Minimum: 90deg stop / 95deg dead stop. Note degree of

opening in submittal.

2.6 FINISH:

A. Generally: BHMA 613/643e Oxidized and Oil Rubbed Bronze/Aged Bronze.

1. Areas using BHMA 613: furnish push-plates, pulls and protection plates of

BHMA 613, Oil Rubbed Bronze, unless otherwise scheduled.

B. Door closers: factory powder coated to match other hardware, unless otherwise noted.




2.7 KEYING REQUIREMENTS:

A. Key System: Schlage Everest D Primus 29 high-security utility-patented keyway,

interchangeable core throughout. Utility patent protection to extend at least until 2029.

Key blanks available only from factory-direct sources, not available from after-market

key blank manufacturers. For estimate use factory GMK charge. Coordinate meeting(s)

with Owner representatives to determine system keyway(s), keybow styl