central park restroom building. -...

Central Park Restroom Building South Salt Lake City

2797 South 200 East South Salt Lake City, UT 84115

Central Park Restroom Building. 2797 South 200 East

South Salt Lake City Utah 84115

OWNER South Salt Lake City

220 East Morris Avenue STE 200

South Salt Lake City, UT 84115

ARCHITECT Architect Project No. 12-1128-014.

Carbon Architects. 2444 Washington Blvd. STE 200

Ogden, UT 84401 Phone: 801-668-4241

[email protected] carbonarchitects.us Issued: April 6, 2017



TABLE OF CONTENTS 013300 SUBMITTAL PROCEDURES 015000 TEMPORARY FACILITIES AND CONTROLS 017419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017700 CLOSEOUT PROCEDURES 017839 PROJECT RECORD DOCUMENTS 024119 SELECTIVE DEMOLITION 033000 CAST-IN-PLACE CONCRETE 040110 MASONRY CLEANING 042200 CONCRETE UNIT MASONRY 051200 STURCTURAL STEEL FRAMING 051213 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING 061000 ROUGH CARPENTRY 061600 SHEATHING 071113 BITUMINOUS DAMP PROOFING 074113 FORMED METAL ROOF PANELS 074213 FORMED METAL WALL PANELS 083323 OVERHEAD COILING DOORS 099113 EXTERIOR PAINTING 099600 HIGH PERFORMANCE COATINGS 102800 TOILET ACCESSORIES



SECTION 01 3300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes requirements for the submittal schedule and administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

B. Related Requirements: 1. Section 01 7839 "Project Record Documents" for submitting record Drawings,

record Specifications, and record Product Data.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Architect's and Construction Manager's responsive action.

B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's and Construction Manager's responsive action. Submittals may be rejected for not complying with requirements.

1.3 ACTION SUBMITTALS

A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and Construction Manager and additional time for handling and reviewing submittals required by those corrections.

1.4 SUBMITTAL ADMINISTRATIVE REQUIREMENTS

A. Architect's Digital Data Files: Electronic copies of digital data files of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals.

1. Architect will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings and Project record drawings.

a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings.



b. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Owner and Architect.

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

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

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

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

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 10 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 10 days for review of each resubmittal.

D. Paper Submittals: Place a permanent label or title block on each submittal item for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Include the following information for processing and recording action taken:

a. Project name. b. Date. c. Name of Architect. d. Name of Construction Manager. e. Name of Contractor. f. Name of subcontractor. g. Name of supplier. h. Name of manufacturer. i. Submittal number or other unique identifier, including revision identifier.

j. Number and title of appropriate Specification Section. k. Drawing number and detail references, as appropriate. l. Location(s) where product is to be installed, as appropriate. m. Other necessary identification.



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

a. Submit one copy of submittal to concurrent reviewer in addition to specified number of copies to Architect.

E. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:

1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

2. Name file with submittal number or other unique identifier, including revision identifier.

3. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect.

4. Transmittal Form for Electronic Submittals: Use electronic form acceptable to Owner.

5. Metadata: Include the following information as keywords in the electronic submittal file metadata:

a. Project name. b. Number and title of appropriate Specification Section. c. Manufacturer name. d. Product name.

F. Options: Identify options requiring selection by Architect.

G. Deviations: Identify deviations from the Contract Documents on submittals.

H. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate extent

of revision. 3. Resubmit submittals until they are marked with approval notation from Architect's

action stamp.

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

J. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's and Construction Manager's action stamp.



PART 2 - PRODUCTS

2.1 SUBMITTAL PROCEDURES

A. General Submittal Procedure Requirements:

1. Submit electronic submittals via email as PDF electronic files.

a. Architect, through Construction Manager, will return annotated file. Annotate and retain one copy of file as an electronic Project record document file.

2. Action Submittals: Submit three paper copies of each submittal unless otherwise indicated. Architect will return two copies.

3. Informational Submittals: Submit three paper copies of each submittal unless otherwise indicated. Architect will not return copies.

4. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

a. Provide a digital signature with digital certificate on electronically-submitted certificates and certifications where indicated.

b. Provide a notarized statement on original paper copy certificates and certifications where indicated.

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

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

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's catalog cuts. b. Manufacturer's product specifications. c. Standard color charts. d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency. f. Application of testing agency labels and seals. g. Notation of coordination requirements. h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:

a. Wiring diagrams showing factory-installed wiring. b. Printed performance curves.



c. Operational range diagrams.d. Clearances required to other construction, if not indicated on

accompanying Shop Drawings.

5. Submit Product Data before or concurrent with Samples.6. Submit Product Data in the following format:

a. PDF electronic file.b. Three paper copies of Product Data unless otherwise indicated. Architect

will return two copies.

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

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Identification of products.b. Schedules.c. Compliance with specified standards.d. Notation of coordination requirements.e. Notation of dimensions established by field measurement.f. Relationship and attachment to adjoining construction clearly indicated.g. Seal and signature of professional engineer if specified.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches, but no larger than 30 by 42 inches.

3. Submit Shop Drawings in the following format:a. Two opaque (bond) copies of each submittal. Architect will return one copy.

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

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:

a. Generic description of Sample.b. Product name and name of manufacturer.c. Sample source.d. Number and title of applicable Specification Section.

3. For projects where electronic submittals are required, provide corresponding electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record.



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

a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.

b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

5. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

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

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

a. Number of Samples: Submit one set of Samples. Architect will retain one Sample sets; remainder will be returned.

1) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.

E. Coordination Drawings Submittals: Comply with requirements specified in Section 01 3100 "Project Management and Coordination."

F. Contractor's Construction Schedule: Comply with requirements specified in Section 01 3200 "Construction Progress Documentation."

G. Application for Payment and Schedule of Values: Comply with requirements specified in Section 01 2900 "Payment Procedures.

H. Test and Inspection Reports and Schedule of Tests and Inspections Submittals: Comply with requirements specified in Section 01 4000 "Quality Requirements."

I. Closeout Submittals and Maintenance Material Submittals: Comply with requirements specified in Section 01 7700 "Closeout Procedures."



J. Maintenance Data: Comply with requirements specified in Section 01 7823 "Operation and Maintenance Data."

K. LEED Submittals: Comply with requirements specified in Section 01 8113.13 "Sustainable Design Requirements - LEED for New Construction and Major Renovations," Section 01 8113.16 "Sustainable Design Requirements - LEED for Commercial Interiors," Section 01 8113.19 "Sustainable Design Requirements - LEED for Core and Shell Development," and Section 01 8113.23 "Sustainable Design Requirements - LEED for Schools."

L. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.

M. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.

N. Installer Certificates: Submit written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

O. Manufacturer Certificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.

P. Product Certificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

Q. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

R. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.

S. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

T. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project.

U. Schedule of Tests and Inspections: Comply with requirements specified in Section 01 4000 "Quality Requirements."



V. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

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

X. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

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

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Action and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.

B. Project Closeout and Maintenance Material Submittals: See requirements in Section 01 7700 "Closeout Procedures."

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

3.2 ARCHITECT'S ACTION

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

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



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

D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.

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

END OF SECTION 01 3300



SECTION 01 5000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1 SUMMARY

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

1.2 USE CHARGES

A. General: Installation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities without cost, including, but not limited to, Owner's construction forces, Architect, testing agencies, and authorities having jurisdiction.

B. Water and Sewer Service from Existing System: Water from Owner's existing water system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations.

C. Electric Power Service from Existing System: Electric power from Owner's existing system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations.

1.3 INFORMATIONAL SUBMITTALS

A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction personnel.

B. Erosion- and Sedimentation-Control Plan: Show compliance with requirements of EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent.

C. Fire-Safety Program: Show compliance with requirements of NFPA 241 and authorities having authority. Indicate Contractor personnel responsible for management of fire prevention program.

1.4 QUALITY ASSURANCE

A. Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70.



B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspecteach temporary utility before use. Obtain required certifications and permits.

C. Accessible Temporary Egress: Comply with applicable provisions in the U.S.Architectural & Transportation Barriers Compliance Board's ADA-ABA AccessibilityGuidelines and ICC/ANSI A117.1.

1.5 PROJECT CONDITIONS

A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service toassume responsibility for operation, maintenance, and protection of each permanentservice during its use as a construction facility before Owner's acceptance, regardlessof previously assigned responsibilities.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Portable Chain-Link Fencing: Minimum 2-inch, 0.148-inchthick, galvanized-steel, chain-link fabric fencing; minimum 6 feet high with galvanized-steel pipe posts; minimum 2-3/8-inch- OD line posts and 2-7/8-inch- OD corner and pull posts, with 1-5/8-inch- OD top and bottom rails. Provide galvanized-steel bases for supporting posts.

2.2 TEMPORARY FACILITIES

A. Field Offices, General: Prefabricated or mobile units with serviceable finishes,temperature controls, and foundations adequate for normal loading.

B. Common-Use Field Office: Of sufficient size to accommodate needs of Owner,Architect, Construction Manager, and construction personnel office activities and toaccommodate Project meetings specified in other Division 01 Sections. Keep officeclean and orderly.

C. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped toaccommodate materials and equipment for construction operations.

2.3 EQUIPMENT

A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as requiredby locations and classes of fire exposures.

B. HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, providevented, self-contained, liquid-propane-gas or fuel-oil heaters with individual spacethermostatic control.



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

2. Heating Units: Listed and labeled for type of fuel being consumed, by a qualified testing agency acceptable to authorities having jurisdiction, and marked for intended location and application.

3. Permanent HVAC System: If Owner authorizes use of permanent HVAC system for temporary use during construction, provide filter with MERV of 8 at each return-air grille in system and remove at end of construction and clean HVAC system as required in Section 01 7700 "Closeout Procedures".

PART 3 - EXECUTION

3.1 INSTALLATION, GENERAL

A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.

1. Locate facilities to limit site disturbance as specified in Section 01 1000 "Summary."

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

3.2 TEMPORARY UTILITY INSTALLATION

A. General: Install temporary service or connect to existing service.

1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary, to make connections for temporary services.

B. Water Service: Install water service and distribution piping in sizes and pressures adequate for construction.

C. Water Service: Connect to Owner's existing water service facilities. Clean and maintain water service facilities in a condition acceptable to Owner. At Substantial Completion, restore these facilities to condition existing before initial use.

D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with requirements of authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities.

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



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

G. Electric Power Service: Connect to Owner's existing electric power service. Maintain equipment in a condition acceptable to Owner.

H. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.

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

I. Telephone Service: Provide temporary telephone service in common-use facilities for use by all construction personnel. Install 1 telephone line for each field office.

1. 2Provide superintendent with cellular telephone or portable two-way radio for use when away from field office.

J. Electronic Communication Service: Provide a desktop computer in the primary field office adequate for use by Architect and Owner to access project electronic documents and maintain electronic communications. Equip computer with not less than the following:

1. Printer: "All-in-one" unit equipped with printer server, combining color printing, photocopying, scanning, and faxing, or separate units for each of these three functions.

2. Internet Service: Broadband modem, router and ISP, equipped with hardware firewall, providing minimum 384 Kbps upload and 1 Mbps download speeds at each computer.

3. Internet Security: Integrated software, providing software firewall, virus, spyware, phishing, and spam protection in a combined application.

3.3 SUPPORT FACILITIES INSTALLATION

A. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate for construction operations. Locate temporary roads and paved areas within construction limits indicated on Drawings.

1. Provide dust-control treatment that is nonpolluting and nontracking. Reapply treatment as required to minimize dust.

B. Traffic Controls: Comply with requirements of authorities having jurisdiction.



1. Protect existing site improvements to remain including curbs, pavement, and utilities.

2. Maintain access for fire-fighting equipment and access to fire hydrants.

C. Parking: Use designated areas of Owner's existing parking areas for construction personnel.

D. Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. Maintain Project site, excavations, and construction free of water.

1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties or endanger permanent Work or temporary facilities.

2. Remove snow and ice as required to minimize accumulations.

E. Project Signs: Provide Project signs as indicated. Unauthorized signs are not permitted.

1. Identification Signs: Provide Project identification signs. 2. Temporary Signs: Provide other signs as indicated and as required informing

public and individuals seeking entrance to Project.

a. Provide temporary, directional signs for construction personnel and visitors.

3. Maintain and touchup signs so they are legible at all times.

F. Waste Disposal Facilities: Comply with requirements specified in Section 01 7419 "Construction Waste Management and Disposal."

G. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to handle waste from construction operations. Comply with requirements of authorities having jurisdiction. Comply with progress cleaning requirements in Section 01 7300 "Execution."

H. Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel.

1. Truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.

3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities.

B. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction as required to comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects.



C. Temporary Erosion and Sedimentation Control: Provide measures to prevent soil erosion and discharge of soil-bearing water runoff and airborne dust to undisturbed areas and to adjacent properties and walkways, according to requirements of 2003 EPA Construction General Permit or authorities having jurisdiction, whichever is more stringent.

D. Stormwater Control: Comply with requirements of authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains.

E. Tree and Plant Protection: Comply with requirements specified in Section 01 5639 "Temporary Tree and Plant Protection."

F. Site Enclosure Fence: Before construction operations begin, furnish and install site enclosure fence in a manner that will prevent people and animals from easily entering site except by entrance gates.

1. Extent of Fence: As indicated on Drawings. 2. Maintain security by limiting number of keys and restricting distribution to

authorized personnel.

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

H. Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades, including warning signs and lighting.

I. Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated and as required by authorities having jurisdiction.

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

1. Where heating or cooling is needed and permanent enclosure is not complete, insulate temporary enclosures.

K. Temporary Partitions: Provide floor-to-ceiling dustproof partitions to limit dust and dirt migration and to separate areas occupied by Owner and tenants from fumes and noise.

1. Construct dustproof partitions with two layers of 6-mil polyethylene sheet on each side. Overlap and tape full length of joints.

2. Insulate partitions to control noise transmission to occupied areas.



3. Seal joints and perimeter. Equip partitions with gasketed dustproof doors and security locks where openings are required.

4. Protect air-handling equipment. 5. Provide walk-off mats at each entrance through temporary partition.

L. Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241; manage fire prevention program.

1. All work must follow 2009 IFC Chapter 14 “FIRE SAFETY DURING CONSTRUCTION AND DEMOLTION”

2. Prohibit smoking in construction areas. 3. Supervise welding operations, combustion-type temporary heating units, and

similar sources of fire ignition according to requirements of authorities having jurisdiction.

4. Develop and supervise an overall fire-prevention and -protection program for personnel at Project site. Review needs with local fire department and establish procedures to be followed PRIOR TO COMMENCEMENT OF DEMOLITION AND CONSTRUCITON ACTIVITIES. Instruct personnel in methods and procedures. Post warnings and information.

3.5 MOISTURE AND MOLD CONTROL

A. Contractor's Moisture Protection Plan: Avoid trapping water in finished work. Document visible signs of mold that may appear during construction.

B. Exposed Construction Phase: Before installation of weather barriers, when materials are subject to wetting and exposure and to airborne mold spores, protect materials from water damage and keep porous and organic materials from coming into prolonged contact with concrete.

C. Partially Enclosed Construction Phase: After installation of weather barriers but before full enclosure and conditioning of building, when installed materials are still subject to infiltration of moisture and ambient mold spores, protect as follows:

1. Do not load or install drywall or other porous materials or components, or items with high organic content, into partially enclosed building.

2. Keep interior spaces reasonably clean and protected from water damage. 3. Discard or replace water-damaged and wet material. 4. Discard, replace, or clean stored or installed material that begins to grow mold. 5. Perform work in a sequence that allows any wet materials adequate time to dry

before enclosing the material in drywall or other interior finishes.

D. Controlled Construction Phase of Construction: After completing and sealing of the building enclosure but prior to the full operation of permanent HVAC systems, maintain as follows:



1. Control moisture and humidity inside building by maintaining effective dry-in conditions.

2. Remove materials that can not be completely restored to their manufactured moisture level within 48 hours.

3.6 OPERATION, TERMINATION, AND REMOVAL

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

B. Maintenance: Maintain facilities in good operating condition until removal.

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

C. Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion.

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

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

2. At Substantial Completion, repair, renovate, and clean permanent facilities used during construction period. Comply with final cleaning requirements specified in Section 01 7700 "Closeout Procedures."




SECTION 01 7419 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for the following:

1. Salvaging nonhazardous demolition and construction waste. 2. Recycling nonhazardous demolition and construction waste. 3. Disposing of nonhazardous demolition and construction waste.

B. Related Requirements: 1. Section 04 2000 "Unit Masonry" for disposal requirements for masonry waste.

1.2 DEFINITIONS

A. Construction Waste: Building and site improvement materials and other solid waste resulting from construction, remodeling, renovation, or repair operations. Construction waste includes packaging.

B. Demolition Waste: Building and site improvement materials resulting from demolition or selective demolition operations.

C. Disposal: Removal off-site of demolition and construction waste and subsequent sale, recycling, reuse, or deposit in landfill or incinerator acceptable to authorities having jurisdiction.

D. Recycle: Recovery of demolition or construction waste for subsequent processing in preparation for reuse.

E. Salvage: Recovery of demolition or construction waste and subsequent sale or reuse in another facility.

F. Salvage and Reuse: Recovery of demolition or construction waste and subsequent incorporation into the Work.



PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 RECYCLING DEMOLITION AND CONSTRUCTION WASTE, GENERAL

A. General: Recycle paper and beverage containers used by on-site workers.

B. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for recycling waste materials shall accrue to Contractor.

C. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate recyclable waste by type at Project site to the maximum extent practical per approved construction waste management plan.

1. Provide appropriately marked containers or bins for controlling recyclable waste until they are removed from Project site. Include list of acceptable and unacceptable materials at each container and bin.

a. Inspect containers and bins for contamination and remove contaminated materials if found.

2. Stockpile processed materials on-site without intermixing with other materials. Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.

3. Stockpile materials away from construction area. Do not store within drip line of remaining trees.

4. Store components off the ground and protect from the weather. 5. Remove recyclable waste from Owner's property and transport to recycling

receiver or processor.DISPOSAL OF WASTE

D. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having authority.

1. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate on-site.

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

E. Burning: Do not burn waste materials.

F. Disposal: Remove waste materials from Owner's property and legally dispose of them.

G. Attach samples of forms that will be issued with this Section here or after end of Section according to office preference. END OF SECTION 01 7419



SECTION 01 7700 - CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Substantial Completion procedures. 2. Final completion procedures. 3. Warranties. 4. Final cleaning. 5. Repair of the Work.

B. Related Requirements: 1. Section 01 7839 "Project Record Documents" for submitting record Drawings,

record Specifications, and record Product Data.


A. Product Data: For cleaning agents.

B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.

C. Certified List of Incomplete Items: Final submittal at Final Completion.

1.3 CLOSEOUT SUBMITTALS

A. Certificates of Release: From authorities having jurisdiction.

B. Certificate of Insurance: For continuing coverage.

C. Field Report: For pest control inspection.

1.4 MAINTENANCE MATERIAL SUBMITTALS

A. Schedule of Maintenance Material Items: For maintenance material submittal items specified in other Sections.



1.5 SUBSTANTIAL COMPLETION PROCEDURES

A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's punch list), indicating the value of each item on the list and reasons why the Work is incomplete.

B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.

2. Submit closeout submittals specified in other Division 01 Sections, operation and maintenance manuals, final completion construction photographic documentation, damage or settlement surveys, property surveys, and similar final record information.

3. Submit closeout submittals specified in individual Sections, including specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents.

4. Submit maintenance material submittals specified in individual Sections, including tools, spare parts, extra materials, and similar items, and deliver to location designated by Architect. Label with manufacturer's name and model number where applicable.

a. Schedule of Maintenance Material Items: Prepare and submit schedule of maintenance material submittal items, including name and quantity of each item and name and number of related Specification Section. Obtain Architect's signature for receipt of submittals.

5. Submit test/adjust/balance records. 6. Submit changeover information related to Owner's occupancy, use, operation,

and maintenance.

C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.

1. Advise Owner of pending insurance changeover requirements. 2. Make final changeover of permanent locks and deliver keys to Owner. Advise

Owner's personnel of changeover in security provisions. 3. Complete startup and testing of systems and equipment. 4. Perform preventive maintenance on equipment used prior to Substantial

Completion. 5. Instruct Owner's personnel in operation, adjustment, and maintenance of

products, equipment, and systems. Submit demonstration and training video recordings specified in Section 01 7900 "Demonstration and Training."

6. Advise Owner of changeover in heat and other utilities.



7. Participate with Owner in conducting inspection and walkthrough with local emergency responders.

8. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.

9. Complete final cleaning requirements, including touchup painting. 10. Touch up and otherwise repair and restore marred exposed finishes to eliminate

visual defects.

D. Inspection: Submit a written request for inspection to determine Substantial Completion a minimum of 10 days prior to date the work will be completed and ready for final inspection and tests. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Architect, that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for final completion.

1.6 FINAL COMPLETION PROCEDURES

A. Preliminary Procedures: Before requesting final inspection for determining final completion, complete the following:

1. Submit a final Application for Payment according to Section 01 2900 "Payment Procedures."

2. Certified List of Incomplete Items: Submit certified copy of Architect's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Architect. Certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

3. Certificate of Insurance: Submit evidence of final, continuing insurance coverage complying with insurance requirements.

4. Submit pest-control final inspection report and warranty. 5. Instruct Owner's personnel in operation, adjustment, and maintenance of

products, equipment, and systems.

B. Inspection: Submit a written request for final inspection to determine acceptance. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.



1.7 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Organization of List: Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction.

1. Organize list of spaces in sequential order.2. Organize items applying to each space by major element, including categories

for ceiling, individual walls, floors, equipment, and building systems.3. Submit list of incomplete items in the following format:

a. PDF electronic file. Architect will return annotated copy.

1.8 SUBMITTAL OF PROJECT WARRANTIES

A. Time of Submittal: Submit written warranties on request of Architect for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated, or when delay in submittal of warranties might limit Owner's rights under warranty.

B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.

1. Bind warranties and bonds in heavy-duty, three-ring, vinyl-covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive8-1/2-by-11-inch paper.

2. Provide heavy paper dividers with plastic-covered tabs for each separate warranty. Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer.

3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor.

4. Warranty Electronic File: Scan warranties and bonds and assemble complete warranty and bond submittal package into a single indexed electronic PDF file with links enabling navigation to each item. Provide bookmarked table of contents at beginning of document.

C. Provide additional copies of each warranty to include in operation and maintenance manuals.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer orfabricator of the surface to be cleaned. Do not use cleaning agents that are potentiallyhazardous to health or property or that might damage finished surfaces.



PART 3 - EXECUTION

3.1 FINAL CLEANING

A. General: Perform final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project:

a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.

c. Rake grounds that are neither planted nor paved to a smooth, even-textured surface.

d. Remove tools, construction equipment, machinery, and surplus material from Project site.

e. Remove snow and ice to provide safe access to building. f. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free

condition, free of stains, films, and similar foreign substances. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition.

g. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.

h. Sweep concrete floors broom clean in unoccupied spaces. i. Vacuum carpet and similar soft surfaces, removing debris and excess nap;

clean according to manufacturer's recommendations if visible soil or stains remain.

j. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision-obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces.

k. Remove labels that are not permanent. l. Wipe surfaces of mechanical and electrical equipment and similar

equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances.

m. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure.



n. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces of diffusers, registers, and grills.

o. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.

p. Leave Project clean and ready for occupancy.

3.2 REPAIR OF THE WORK

A. Complete repair and restoration operations before requesting inspection for determination of Substantial Completion.

B. Repair or remove and replace defective construction. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. Where damaged or worn items cannot be repaired or restored, provide replacements. Remove and replace operating components that cannot be repaired. Restore damaged construction and permanent facilities used during construction to specified condition.

1. Remove and replace chipped, scratched, and broken glass, reflective surfaces, and other damaged transparent materials.

2. Touch up and otherwise repair and restore marred or exposed finishes and surfaces. Replace finishes and surfaces that that already show evidence of repair or restoration.

a. Do not paint over "UL" and other required labels and identification, including mechanical and electrical nameplates. Remove paint applied to required labels and identification.

3. Replace parts subject to operating conditions during construction that may impede operation or reduce longevity.

4. Replace burned-out bulbs, bulbs noticeably dimmed by hours of use, and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures.




SECTION 01 7839 - PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative and procedural requirements for project record documents, including the following:

1. Record Drawings. 2. Record Specifications. 3. Record Product Data.


A. Record Drawings: Comply with the following:

1. Number of Copies: Submit one set of marked-up record prints. 2. Number of Copies: Submit copies of record Drawings as follows:

a. Initial Submittal: 1) Submit PDF electronic files of scanned record prints and one set of

file prints.

b. Final Submittal: 1) Submit PDF electronic files of scanned record prints and 1 set of

prints.

c. Final Submittal:

1) Submit one paper-copy set(s) of marked-up record prints. 2) Submit record digital data files 3) Record Specifications: Submit one paper copy of Project's

Specifications, including addenda and contract modifications.

B. Record Product Data: Submit one paper copy of each submittal.

PART 2 - PRODUCTS

2.1 RECORD DRAWINGS

A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop Drawings, incorporating new and revised Drawings as modifications are issued.



1. Preparation: Mark record prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints.

a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.

b. Record data as soon as possible after obtaining it. c. Record and check the markup before enclosing concealed installations.

2. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints.

3. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.

4. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.

B. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.

1. Record Prints: Organize record prints and newly prepared record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets.

2. Format: Annotated PDF electronic file. 3. Record Digital Data Files: Organize digital data information into separate

electronic files that correspond to each sheet of the Contract Drawings. Name each file with the sheet identification. Include identification in each digital data file.

4. Identification: As follows:

a. Project name. b. Date. c. Designation "PROJECT RECORD DRAWINGS." d. Name of Architect. e. Name of Contractor.

2.2 RECORD SPECIFICATIONS

A. Preparation: Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.



3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made.

4. Note related Change Orders, record Product Data, and record Drawings where applicable.

B. Format: Submit record Specifications as scanned PDF electronic file(s) of marked-up paper copy of Specifications.

2.3 RECORD PRODUCT DATA

A. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.

3. Note related Change Orders, record Specifications, and record Drawings where applicable.

B. Format: Submit record Product Data as scanned PDF electronic file(s) of marked-up paper copy of Product Data.

2.4 MISCELLANEOUS RECORD SUBMITTALS

A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.

B. Format: Submit miscellaneous record submittals as scanned PDF electronic file(s) of marked-up miscellaneous record submittals.

PART 3 - EXECUTION

3.1 RECORDING AND MAINTENANCE

A. Recording: Maintain one copy of each submittal during the construction period for project record document purposes. Post changes and revisions to project record documents as they occur; do not wait until end of Project.

B. Maintenance of Record Documents and Samples: Store record documents and Samples in the field office apart from the Contract Documents used for construction. Do not use project record documents for construction purposes. Maintain record documents in good order and in a clean, dry, legible condition, protected from



deterioration and loss. Provide access to project record documents for Architect's reference during normal working hours.




SECTION 02 4119 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: 1. Demolition and removal of selected site elements.

1.2 DEFINITIONS

A. Remove: Detach items from existing construction and legally dispose of them off-site unless indicated to be removed and salvaged or removed and reinstalled.

B. Existing to Remain: Existing items of construction that are not to be permanently removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

1.3 PREINSTALLATION MEETINGS

A. Predemolition Conference: Conduct conference at Project site located at 2855 South 200 East South Salt Lake City Utah.


A. Qualification Data: For refrigerant recovery technician.

B. Predemolition Photographs or Video: Submit before Work begins.


A. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

1.6 QUALITY ASSURANCE (NOT USED)

1.7 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. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.

D. 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.

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.

1.8 WARRANTY

A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties.

PART 2 - PRODUCTS

2.1 PEFORMANCE 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 ANSI/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. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

C. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to Architect.

D. Perform an engineering survey of condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of structure or adjacent structures during selective building demolition operations.

E. Survey of Existing Conditions: Record existing conditions by use of measured drawings and/or preconstruction photographs.

3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS

A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.

1. Comply with requirements for existing services/systems interruptions specified in Section 01 1000 "Summary."

B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off indicated 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 indicated 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 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.

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.

C. Refrigerant: Remove refrigerant from mechanical equipment to be selectively demolished according to 40 CFR 82 and regulations of authorities having jurisdiction.

3.3 PREPARATION

A. 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.

1. Comply with requirements for access and protection specified in Section 01 5000 "Temporary Facilities and Controls."

B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

C. Temporary Shoring: 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.

3.4 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. 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, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain.

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

3. 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 fire watch and portable fire-suppression devices during flame-cutting operations.

4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

5. Dispose of demolished items and materials promptly. Comply with requirements in Section 01 7419 "Construction Waste Management and Disposal."



3.5 DISPOSAL OF DEMOLISHED MATERIALS

A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill.

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 01 7419 "Construction Waste

Management and Disposal."

B. Burning: Do not burn demolished materials.

C. Disposal: Transport demolished materials off Owner's property and legally dispose of them.

3.6 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.




SECTION 03 3000 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes.


A. Product Data: For each type of product indicated.

B. Design Mixtures: For each concrete mixture.

C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement.

D. Formwork Shop Drawings: Prepared by or under the supervision of a qualified professional engineer detailing fabrication, assembly, and support of formwork.


A. Welding certificates.

B. Material certificates.

C. Material test reports.

D. Floor surface flatness and levelness measurements.


A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities."

B. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated.



C. Welding Qualifications: Qualify procedures and personnel according to AWS D1.4/D 1.4M, "Structural Welding Code - Reinforcing Steel."

D. ACI Publications: Comply with the following unless modified by requirements in the Contract Documents:

1. ACI 301, "Specifications for Structural Concrete," Sections 1 through 5

2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

E. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures.

PART 2 - PRODUCTS

2.1 FORM-FACING MATERIALS

A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.

2.2 STEEL REINFORCEMENT

A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed.

B. Plain-Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain, fabricated from as-drawn steel wire into flat sheets.

C. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice.

2.3 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project:

1. Portland Cement: ASTM C 150, Type I Type III, gray.

B. Normal-Weight Aggregates: ASTM C 33, graded.

1. Maximum Coarse-Aggregate Size: 3/4 inch nominal. 2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Water: ASTM C 94/C 94M and potable.



2.4 ADMIXTURES

A. Air-Entraining Admixture: ASTM C 260.

B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatiblewith other admixtures and that will not contribute water-soluble chloride ions exceedingthose permitted in hardened concrete. Do not use calcium chloride or admixturescontaining calcium chloride.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.2. Retarding Admixture: ASTM C 494/C 494M, Type B.3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M,

Type G.6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.

2.5 FIBER REINFORCEMENT

A. Synthetic Micro-Fiber: Monofilament or fibrillated polypropylene micro-fibers

2.6

engineered and designed for use in concrete, complying with ASTM C 1116/C 1116M, Type III, 1/2 to 1-1/2 inches long.

VAPOR RETARDERS

A. Sheet Vapor Retarder: ASTM E 1745, Class A. Include manufacturer's recommended adhesive or pressure-sensitive tape.

B. Sheet Vapor Retarder: Polyethylene sheet, ASTM D 4397, not less than 10 mils thick.

2.7 CURING MATERIALS

A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application to fresh concrete.

B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry.

C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

D. Water: Potable.

E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating.



F. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, nondissipating.

G. Clear, Solvent-Borne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A.

1. VOC Content: Curing and sealing compounds shall have a VOC content of 200 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24).

H. Clear, Waterborne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A.

1. VOC Content: Curing and sealing compounds shall have a VOC content of 200 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24).

2.8 RELATED MATERIALS

A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber.

2.9 CONCRETE MIXTURES

A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301.

B. Cementitious Materials: Use fly ash, pozzolan, ground granulated blast-furnace slag, and silica fume as needed to reduce the total amount of portland cement, which would otherwise be used, by not less than 40 percent.

C. Admixtures: Use admixtures according to manufacturer's written instructions.

1. Use water-reducing high-range water-reducing or plasticizing admixture in concrete, as required, for placement and workability.

2. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.

3. Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water-cementitious materials ratio below 0.50.

D. Proportion normal-weight concrete mixture as follows: 1. SEE STRUCTURAL DRAWINGS

2.10 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."



2.11 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M and ASTM C 1116/C 1116M, and furnish batch ticket information.

1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

PART 3 - EXECUTION

3.1 FORMWORK

A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to supportvertical, lateral, static, and dynamic loads, and construction loads that might beapplied, until structure can support such loads.

B. Construct formwork so concrete members and structures are of size, shape, alignment,elevation, and position indicated, within tolerance limits of ACI 117.

C. Chamfer exterior corners and edges of permanently exposed concrete.

3.2 EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoiningwork that is attached to or supported by cast-in-place concrete. Use setting drawings,templates, diagrams, instructions, and directions furnished with items to be embedded.

3.3 VAPOR RETARDERS

A. Sheet Vapor Retarders: Place, protect, and repair sheet vapor retarder according to ASTM E 1643 and manufacturer's written instructions.

1. Lap joints 6 inches and seal with manufacturer's recommended tape.

3.4 STEEL REINFORCEMENT

A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement.

1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarderbefore placing concrete.



3.5 JOINTS

A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.

B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.

C. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows:

1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces.

2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch- wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks.

D. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated.

E. Waterstops: Install in construction joints and at other joints indicated according to manufacturer's written instructions.

3.6 CONCRETE PLACEMENT

A. Before placing concrete, verify that installation of formwork, reinforcement, andembedded items is complete and that required inspections have been performed.

B. Deposit concrete continuously in one layer or in horizontal layers of such thickness thatno new concrete will be placed on concrete that has hardened enough to cause seamsor planes of weakness. If a section cannot be placed continuously, provide constructionjoints as indicated. Deposit concrete to avoid segregation.

1. Consolidate placed concrete with mechanical vibrating equipment according toACI 301.

C. Cold-Weather Placement: Comply with ACI 306.1.

D. Hot-Weather Placement: Comply with ACI 301.



3.7 FINISHING FORMED SURFACES

A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material withtie holes and defects repaired and patched. Remove fins and other projections thatexceed specified limits on formed-surface irregularities.

B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material,arranged in an orderly and symmetrical manner with a minimum of seams. Repair andpatch tie holes and defects. Remove fins and other projections that exceed specifiedlimits on formed-surface irregularities.

1. Apply to concrete surfaces exposed to public view.

C. Rubbed Finish: Apply the following to smooth-formed finished as-cast concrete whereindicated:

1. Smooth-Rubbed Finish: Not later than one day after form removal, moistenconcrete surfaces and rub with carborundum brick or another abrasive untilproducing a uniform color and texture. Do not apply cement grout other than thatcreated by the rubbing process.

2. Grout-Cleaned Finish: Wet concrete surfaces and apply grout of a consistency ofthick paint to coat surfaces and fill small holes. Mix one part portland cement toone and one-half parts fine sand with a 1:1 mixture of bonding admixture andwater. Add white portland cement in amounts determined by trial patches socolor of dry grout will match adjacent surfaces. Scrub grout into voids andremove excess grout. When grout whitens, rub surface with clean burlap andkeep surface damp by fog spray for at least 36 hours.

3. Cork-Floated Finish: Wet concrete surfaces and apply a stiff grout. Mix one partportland cement and one part fine sand with a 1:1 mixture of bonding agent andwater. Add white portland cement in amounts determined by trial patches socolor of dry grout will match adjacent surfaces. Compress grout into voids bygrinding surface. In a swirling motion, finish surface with a cork float.

D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformedsurfaces adjacent to formed surfaces, strike off smooth and finish with a texturematching adjacent formed surfaces. Continue final surface treatment of formedsurfaces uniformly across adjacent unformed surfaces unless otherwise indicated.

3.8 FINISHING FLOORS AND SLABS

A. General: Comply with ACI 302.1R recommendations for screeding, restraightening,and finishing operations for concrete surfaces. Do not wet concrete surfaces.

B. Float Finish: Consolidate surface with power-driven floats or by hand floating if area issmall or inaccessible to power driven floats. Restraighten, cut down high spots, and filllow spots. Repeat float passes and restraightening until surface is left with a uniform,smooth, granular texture.

1. Apply float finish to surfaces to receive trowel finish.



C. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power-driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings.

1. Apply a trowel finish to surfaces exposed to view or to be covered with resilient flooring, carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin-film-finish coating system.

2. Finish and measure surface so gap at any point between concrete surface and an unleveled, freestanding, 10-ft.- long straightedge resting on two high spots and placed anywhere on the surface does not exceed 3/16 inch.

CI. Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces where ceramic or quarry tile is to be installed by either thickset or thin-set method. While concrete is still plastic, slightly scarify surface with a fine broom.

1. Comply with flatness and levelness tolerances for trowel-finished floor surfaces.

CII. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated.

3.9 CONCRETE PROTECTING AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot-weather protection during curing.

B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.

C. Cure concrete according to ACI 308.1, by one or a combination of the following methods:

1. Moisture Curing: Keep surfaces continuously moist for not less than seven days.2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-

retaining cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape.

3. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period.

a. Removal: After curing period has elapsed, remove curing compound without damaging concrete surfaces by method recommended by curing



compound manufacturer unless manufacturer certifies curing compound will not interfere with bonding of floor covering used on Project.

4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated in acontinuous operation by power spray or roller according to manufacturer's writteninstructions. Recoat areas subjected to heavy rainfall within three hours afterinitial application. Repeat process 24 hours later and apply a second coat.Maintain continuity of coating and repair damage during curing period.

3.10 CONCRETE SURFACE REPAIRS

A. Defective Concrete: Repair and patch defective areas when approved by Architect.Remove and replace concrete that cannot be repaired and patched to Architect'sapproval.

3.11 FIELD QUALITY CONTROL

A. Testing and Inspecting: Owner will engage a qualified testing and inspecting agency toperform field tests and inspections and prepare test reports.




SECTION 040110 - MASONRY CLEANING

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes cleaning the following:

1. Unit masonry surfaces.

1.2 DEFINITIONS

A. Low-Pressure Spray: 100 to 400 psi; 4 to 6 gpm.


A. Product Data: For each type of product.


A. Mockups: Prepare mockups of cleaning on existing surfaces to demonstrate aestheticeffects and to set quality standards for materials and execution.

1. Cleaning: Clean an area approximately 25 sq. ft. for each type of masonry andsurface condition.

a. Test cleaners and methods on samples of adjacent materials for possibleadverse reactions. Do not test cleaners and methods known to havedeleterious effect.

b. Allow a waiting period of not less than seven days after completion ofsample cleaning to permit a study of sample panels for negative reactions.

PART 2 - PRODUCTS

2.1 CLEANING MATERIALS

A. Water: Potable.

B. Hot Water: Water heated to a temperature of 140 to 160 deg F.



C. Acidic Cleaner: Manufacturer's standard acidic masonry cleaner composed of hydrofluoric acid or ammonium bifluoride blended with other acids, detergents, wetting agents, and inhibitors.

1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:a. EaCo Chem, Inc.; GS-Restoration.b. PROSOCO, Inc.; Enviro Klean Restoration Cleaner Enviro Klean

SafRestorer, Sure Klean Heavy-Duty Restoration Cleaner, or Sure Klean Restoration Cleaner.

c. Or approved equal.

2.2 CHEMICAL CLEANING SOLUTIONS

A. Dilute chemical cleaners with water to produce solutions not exceeding concentrationrecommended in writing by chemical-cleaner manufacturer.

PART 3 - EXECUTION

3.1 PROTECTION

A. Comply with each manufacturer's written instructions for protecting building and othersurfaces against damage from exposure to its products. Prevent paint removers andchemical cleaning solutions from coming into contact with people, motor vehicles,landscaping, buildings, and other surfaces that could be harmed by such contact.

1. Cover adjacent surfaces with materials that are proven to resist paint removersand chemical cleaners used unless products being used will not damageadjacent surfaces. Use protective materials that are waterproof and UV resistant.Apply masking agents according to manufacturer's written instructions. Do notapply liquid strippable masking agent to painted or porous surfaces. When nolonger needed, promptly remove masking to prevent adhesive staining.

3.2 CLEANING MASONRY, GENERAL

A. Cleaning Appearance Standard: Cleaned surfaces are to have a uniform appearanceas viewed from 20 feet away by Architect.

B. Proceed with cleaning in an orderly manner; work from top to bottom of each scaffoldwidth and from one end of each elevation to the other. Ensure that dirty residues andrinse water do not wash over dry, cleaned surfaces.

C. Use only those cleaning methods indicated for each masonry material and location.

1. Brushes: Do not use wire brushes or brushes that are not resistant to chemicalcleaner being used.

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2. Spray Equipment: Use spray equipment that provides controlled application atvolume and pressure indicated, measured at nozzle. Adjust pressure and volumeto ensure that cleaning methods do not damage surfaces, including joints.

a. Equip units with pressure gages.b. For chemical-cleaner spray application, use low-pressure tank or chemical

pump suitable for chemical cleaner indicated, equipped with nozzle havinga cone-shaped spray.

c. For water-spray application, use fan-shaped spray that disperses water atan angle of 25 to 50 degrees.

d. For heated water-spray application, use equipment capable of maintainingtemperature between 140 and 160 deg F at flow rates indicated.

D. Perform each cleaning method indicated in a manner that results in uniform coverageof all surfaces, including corners, moldings, and interstices, and that produces an eveneffect without streaking or damaging masonry surfaces. Keep wall wet below areabeing cleaned to prevent streaking from runoff.

E. Perform additional general cleaning, paint and stain removal, and spot cleaning ofsmall areas that are noticeably different when viewed according to the "CleaningAppearance Standard" Paragraph, so that cleaned surfaces blend smoothly intosurrounding areas.

F. Water-Spray Application Method: Unless otherwise indicated, hold spray nozzle atleast 6 inches from masonry surface and apply water in horizontal back-and-forthsweeping motion, overlapping previous strokes to produce uniform coverage.

G. Chemical-Cleaner Application Methods: Apply chemical cleaners to masonry surfacesaccording to chemical-cleaner manufacturer's written instructions; use brush or sprayapplication. Do not spray apply at pressures exceeding 50 psi. Do not allow chemicalsto remain on surface for periods longer than those indicated or recommended in writingby manufacturer.

H. Rinse off chemical residue and soil by working upward from bottom to top of eachtreated area at each stage or scaffold setting. Periodically during each rinse, test pH ofrinse water running off of cleaned area to determine that chemical cleaner iscompletely removed.

1. Apply neutralizing agent and repeat rinse if necessary to produce tested pH ofbetween 6.7 and 7.5.

3.3 PRELIMINARY CLEANING

A. Preliminary Cleaning: Before beginning general cleaning, remove extraneoussubstances that are resistant to planned cleaning methods. Extraneous substancesinclude paint, caulking, asphalt, and tar.



3.4 CLEANING MASONRY

A. Acidic Chemical Cleaning:

1. Wet surface with cold water applied by low-pressure spray.2. Apply cleaner to surface in two applications by brush or low-pressure spray.3. Let cleaner remain on surface for period recommended in writing by chemical-

cleaner manufacturer.4. Rinse with cold water applied by low-pressure spray to remove chemicals and

soil. Rinse until all foaming, if any, stops and suds disappear.5. Repeat cleaning procedure above where required to produce cleaning effect

established by mockup. Do not repeat more than once. If additional cleaning isrequired, use steam cleaning.

END OF SECTION 040110



SECTION 04 2200 - CONCRETE UNIT MASONRY

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Concrete masonry units (CMU's).2. Steel reinforcing bars.



B. Shop Drawings: For reinforcing steel. Detail bending and placement of unit masonryreinforcing bars. Comply with ACI 315, "Details and Detailing of ConcreteReinforcement."


A. Material Certificates: For each type and size of product indicated. For masonry unitsinclude material test reports substantiating compliance with requirements.

B. Mix Designs: For each type of mortar and grout. Include description of type andproportions of ingredients.

1. Include test reports for mortar mixes required to comply with propertyspecification. Test according to ASTM C 109/C 109M for compressive strength,ASTM C 1506 for water retention, and ASTM C 91 for air content.

2. Include test reports, according to ASTM C 1019, for grout mixes required tocomply with compressive strength requirement.


A. Masonry Standard: Comply with ACI 530.1/ASCE 6/TMS 602 unless modified byrequirements in the Contract Documents.

1.5 PROJECT CONDITIONS

A. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coatedwith ice or frost. Do not build on frozen substrates. Remove and replace unit masonry



damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.

B. Hot-Weather Requirements: Comply with hot-weather construction requirementscontained in ACI 530.1/ASCE 6/TMS 602.

PART 2 - PRODUCTS

2.1 MASONRY UNITS, GENERAL

A. Defective Units: Referenced masonry unit standards may allow a certain percentage ofunits to contain chips, cracks, or other defects exceeding limits stated in the standard.Do not use units where such defects will be exposed in the completed Work.

B. Fire-Resistance Ratings: Where indicated, provide units that comply with requirementsfor fire-resistance ratings indicated as determined by testing according to ASTM E 119,by equivalent masonry thickness, or by other means, as acceptable to authoritieshaving jurisdiction.

2.2 CONCRETE MASONRY UNITS

A. Shapes: Provide shapes indicated and for lintels, corners, jambs, sashes, movementjoints, headers, bonding, and other special conditions.

B. CMUs: ASTM C 90.

2.3 MORTAR AND GROUT MATERIALS

A. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather construction. Provide natural color or white cement as required to produce mortar color indicated.

B. Hydrated Lime: ASTM C 207, Type S.

C. Portland Cement-Lime Mix: Packaged blend of portland cement and hydrated lime containing no other ingredients.

D. Mortar Cement: ASTM C 1329.

1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:

a. Lafarge North America Inc.; Lafarge Mortar Cement or Magnolia Superbond Mortar Cement.

b. Or approved equal.

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E. Aggregate for Mortar: ASTM C 144.

1. For joints less than 1/4 inch thick, use aggregate graded with 100 percent passing the No. 16 sieve.

2. White-Mortar Aggregates: Natural white sand or crushed white stone.3. Colored-Mortar Aggregates: Natural sand or crushed stone of color necessary to

produce required mortar color.

F. Aggregate for Grout: ASTM C 404.

G. Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying with ASTM C 494/C 494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated.

1. Products: Subject to compliance with requirements, [provide the following][provide one of the following] [available products that may be incorporated into the Work include, but are not limited to, the following]:

a. Euclid Chemical Company (The); Accelguard 80.b. Grace Construction Products, W. R. Grace & Co. - Conn.; Morset.c. Sonneborn Products, BASF Aktiengesellschaft; Trimix-NCA.d. <Insert manufacturer's name; product name or designation>.

H. Water: Potable.

2.4 REINFORCEMENT

A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60.

B. Masonry Joint Reinforcement, General: ASTM A 951/A 951M.

1. Interior Walls: Hot-dip galvanized, carbon steel.2. Exterior Walls: Hot-dip galvanized, carbon steel.3. Wire Size for Side Rods: 0.187-inch diameter.4. Wire Size for Cross Rods: 0.187-inch diameter.5. Wire Size for Veneer Ties: 0.187-inch diameter.6. Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches o.c.7. Provide in lengths of not less than 10 feet , with prefabricated corner and tee

units.

2.5 TIES AND ANCHORS

A. Materials: Provide ties and anchors specified in this article that are made frommaterials that comply with the following unless otherwise indicated.

1. Hot-Dip Galvanized, Carbon-Steel Wire: ASTM A 82/A 82M; withASTM A 153/A 153M, Class B-2 coating.







2. Steel Sheet, Galvanized after Fabrication: ASTM A 1008/A 1008M, CommercialSteel, with ASTM A 153/A 153M, Class B coating.

3. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.

B. Adjustable Anchors for Connecting to Structural Steel Framing: Provide anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall.

1. Anchor Section for Welding to Steel Frame: Crimped 1/4-inch- diameter, hot-dip galvanized steel wire.

2. Tie Section: Triangular-shaped wire tie, sized to extend within 1 inch of masonry face, made from 0.187-inch- diameter, hot-dip galvanized steel wire.

C. Partition Top anchors: 0.105-inchthick metal plate with 3/8-inch- diameter metal rod 6 inches long welded to plate and with closed-end plastic tube fitted over rod that allows rod to move in and out of tube. Fabricate from steel, hot-dip galvanized after fabrication.

D. Rigid Anchors: Fabricate from steel bars 1-1/2 inches wide by 1/4 inch thick by 24 inches long, with ends turned up 2 inches or with cross pins unless otherwise indicated.

1. Corrosion Protection: Hot-dip galvanized to comply with ASTM A 153/A 153M.

E. Anchor Bolts: Headed or L-shaped steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers; hot-dip galvanized to comply with ASTM A 153/A 153M, Class C; of dimensions indicated.

2.6 EMBEDDED FLASHING MATERIALS

A. Metal Flashing: Provide metal flashing complying with SMACNA's "Architectural Sheet Metal Manual" and as follows:

1. Metal Drip Edge: Fabricate from stainless steel. Extend at least 3 inches into wall and 1/2 inch out from wall, with outer edge bent down 30 degrees and hemmed.

B. Flexible Flashing: Use one of the following unless otherwise indicated:

1. Rubberized-Asphalt Flashing: Composite flashing product consisting of a pliable, adhesive rubberized-asphalt compound, bonded to a high-density, cross-laminated polyethylene film to produce an overall thickness of not less than 0.040 inch.

a. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following:1) Hohmann & Barnard, Inc.; Textroflash. 2) Or approved equal.





C. Adhesives, Primers, and Seam Tapes for Flashings: Flashing manufacturer's standardproducts or products recommended by flashing manufacturer for bonding flashingsheets to each other and to substrates.

2.7 MASONRY-CELL INSULATION

A. Loose-Granular Fill Insulation: Perlite complying with ASTM C 549, Type II (surfacetreated for water repellency and limited moisture absorption) or Type IV (surfacetreated for water repellency and to limit dust generation).

2.8 MORTAR AND GROUT MIXES

A. General: Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures unless otherwise indicated.

1. Do not use calcium chloride in mortar or grout.2. Use portland cement-lime or mortar cement mortar unless otherwise indicated.3. For exterior masonry, use portland cement-lime or mortar cement mortar.4. For reinforced masonry, use portland cement-lime or mortar cement mortar.5. Add cold-weather admixture (if used) at same rate for all mortar that will be

exposed to view, regardless of weather conditions, to ensure that mortar color is consistent.

B. Preblended, Dry Mortar Mix: Furnish dry mortar ingredients in form of a preblendedmix. Measure quantities by weight to ensure accurate proportions, and thoroughly blend ingredients before delivering to Project site.

C. Mortar for Unit Masonry: Comply with ASTM C 270. Provide the following types of mortar for applications stated unless another type is indicated.

1. For masonry below grade or in contact with earth, use Type S.2. For reinforced masonry, use Type S.3. For mortar parge coats, use Type S.4. For exterior, above-grade, load-bearing and non-load-bearing walls and parapet

walls; for interior load-bearing walls; for interior non-load-bearing partitions; and for other applications where another type is not indicated, use Type N.

D. Grout for Unit Masonry: Comply with ASTM C 476.

1. Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse) that will comply with Table 1.15.1 in ACI 530.1/ASCE 6/TMS 602 for dimensions of grout spaces and pour height.

2. Proportion grout in accordance with ASTM C 476.3. Provide grout with a slump of 10 to 11 inches as measured according to

ASTM C 143/C 143M.



PART 3 - EXECUTION

3.1 TOLERANCES

A. Dimensions and Locations of Elements:

1. For dimensions in cross section or elevation do not vary by more than plus 1/2 inch or minus 1/4 inch.

2. For location of elements in plan do not vary from that indicated by more than plus or minus 1/2 inch.

3. For location of elements in elevation do not vary from that indicated by more than plus or minus 1/4 inch in a story height or 1/2 inch total.

B. Lines and Levels:

1. For bed joints and top surfaces of bearing walls do not vary from level by more than 1/4 inch in 10 feet, or 1/2 inch maximum.

2. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum.

3. For vertical lines and surfaces do not vary from plumb by more than 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 inch maximum.

4. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum.

5. For lines and surfaces do not vary from straight by more than 1/4 inch in 10 feet, 3/8 inch in 20 feet, or 1/2 inch maximum.

C. Joints:

1. For bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch, with a maximum thickness limited to 1/2 inch.

2. For head and collar joints, do not vary from thickness indicated by more than plus 3/8 inch or minus 1/4 inch.

3. For exposed head joints, do not vary from thickness indicated by more than plus or minus 1/8 inch.

3.2 LAYING MASONRY WALLS

A. Lay out walls in advance for accurate spacing of surface bond patterns with uniformjoint thicknesses and for accurate location of openings, movement-type joints, returns,and offsets. Avoid using less-than-half-size units, particularly at corners, jambs, and,where possible, at other locations.

B. Use full-size units without cutting if possible. If cutting is required to provide acontinuous pattern or to fit adjoining construction, cut units with motor-driven saws;provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting



of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed.

C. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in running bond; do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs.

D. Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items.

E. Fill space between steel frames and masonry solidly with mortar unless otherwise indicated.

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

G. Fill cores in hollow CMUs with grout 24 inches under bearing plates, beams, lintels, posts, and similar items unless otherwise indicated.

3.3 MORTAR BEDDING AND JOINTING

A. Lay hollow CMUs as follows:

1. With face shells fully bedded in mortar and with head joints of depth equal to bedjoints.

2. With webs fully bedded in mortar in all courses of piers, columns, and pilasters.3. With webs fully bedded in mortar in grouted masonry, including starting course

on footings.4. With entire units, including areas under cells, fully bedded in mortar at starting

course on footings where cells are not grouted.

B. Lay solid masonry units with completely filled bed and head joints; butter ends withsufficient mortar to fill head joints and shove into place. Do not deeply furrow bed jointsor slush head joints.

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

D. Cut joints flush for masonry walls to receive plaster or other direct-applied finishes(other than paint) unless otherwise indicated.

3.4 MASONRY JOINT REINFORCEMENT

A. General: Install entire length of longitudinal side rods in mortar with a minimum cover of5/8 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcement a minimum of 6 inches.



1. Space reinforcement not more than 16 inches o.c.2. Space reinforcement not more than 8 inches o.c. in foundation walls and parapet

walls.3. Provide reinforcement not more than 8 inches above and below wall openings

and extending 12 inches beyond openings in addition to continuous reinforcement.

B. Interrupt joint reinforcement at control and expansion joints unless otherwise indicated.

C. Provide continuity at wall intersections by using prefabricated T-shaped units.

D. Provide continuity at corners by using prefabricated L-shaped units.

3.5 ANCHORING MASONRY TO STRUCTURAL STEEL AND CONCRETE

A. Anchor masonry to structural steel and concrete where masonry abuts or faces structural steel or concrete to comply with the following:

1. Provide an open space not less than 1/2 inch wide between masonry and structural steel or concrete unless otherwise indicated. Keep open space free of mortar and other rigid materials.

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

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

3.6 FLASHING

A. General: Install embedded flashing in masonry at lintels, ledges, other obstructions to downward flow of water in wall, and where indicated.

B. Install flashing as follows unless otherwise indicated:

1. Prepare masonry surfaces so they are smooth and free from projections that could puncture flashing. Where flashing is within mortar joint, place through-wall flashing on sloping bed of mortar and cover with mortar. Before covering with mortar, seal penetrations in flashing with adhesive, sealant, or tape as recommended by flashing manufacturer.

2. At lintels, extend flashing a minimum of 6 inches into masonry at each end. At heads and sills, extend flashing 6 inches at ends and turn up not less than 2 inches to form end dams.

3. Install metal drip edges beneath flexible flashing at exterior face of wall. Stop flexible flashing 1/2 inch back from outside face of wall and adhere flexible flashing to top of metal drip edge.

4. Install metal flashing termination beneath flexible flashing at exterior face of wall. Stop flexible flashing 1/2 inch back from outside face of wall and adhere flexible flashing to top of metal flashing termination.



C. Install single-wythe CMU flashing system in bed joints of CMU walls where indicated tocomply with manufacturer's written instructions. Install CMU cell pans with upturnededges located below face shells and webs of CMUs above and with weep spoutsaligned with face of wall. Install CMU web covers so that they cover upturned edges ofCMU cell pans at CMU webs and extend from face shell to face shell.

3.7 REINFORCED UNIT MASONRY INSTALLATION

A. Temporary Formwork and Shores: Construct formwork and shores as needed to support reinforced masonry elements during construction.

1. Construct formwork to provide shape, line, and dimensions of completed masonry as indicated. Make forms sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry.

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

B. Placing Reinforcement: Comply with requirements in ACI 530.1/ASCE 6/TMS 602.

C. Grouting: Do not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure.

1. Comply with requirements in ACI 530.1/ASCE 6/TMS 602 for cleanouts and for grout placement, including minimum grout space and maximum pour height.

2. Limit height of vertical grout pours to not more than 60 inches.


A. Testing and Inspecting: Owner will engage special inspectors to perform tests andinspections and prepare reports. Allow inspectors access to scaffolding and workareas, as needed to perform tests and inspections. Retesting of materials that fail tomeet specified requirements shall be done at Contractor's expense.

B. Inspections: special inspections according to the "International Building Code."

C. Concrete Masonry Unit Test: For each type of unit provided, according to ASTM C 140for compressive strength.

D. Mortar Aggregate Ratio Test (Proportion Specification): For each mix provided,according to ASTM C 780.

E. Mortar Test (Property Specification): For each mix provided, according to ASTM C 780.Test mortar for mortar air content and compressive strength.

F. Grout Test (Compressive Strength): For each mix provided, according toASTM C 1019.



3.9 REPAIRING, POINTING, AND CLEANING

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

B. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry asfollows:

1. Test cleaning methods on sample wall panel; leave one-half of panel uncleanedfor comparison purposes.

2. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2Aapplicable to type of stain on exposed surfaces.

3.10 MASONRY WASTE DISPOSAL

A. Waste Disposal as Fill Material: Dispose of clean masonry waste, including excess or soil-contaminated sand, waste mortar, and broken masonry units, by crushing and mixing with fill material as fill is placed.

1. Do not dispose of masonry waste as fill within 18 inches of finished grade.

B. Excess Masonry Waste: Remove excess clean masonry waste that cannot be used as fill, as described above, and other masonry waste, and legally dispose of off Owner's property.




SECTION 05 1200 - STRUCTURAL STEEL FRAMING

PART 1 - GENERAL

1.1 SUMMARY


1. Structural steel.2. Grout.

B. Related Requirements:

1. Section 05 1213 "Architecturally Exposed Structural Steel Framing" for additionalrequirements for architecturally exposed structural steel.

1.2 DEFINITIONS

A. Structural Steel: Elements of the structural frame indicated on Drawings and asdescribed in AISC 303, "Code of Standard Practice for Steel Buildings and Bridges."


A. Preinstallation Conference: Conduct conference at Project site.


A. Qualification Data: For Installer, fabricator, and testing agency.

B. Welding certificates.

C. Mill test reports for structural steel, including chemical and physical properties.

D. Source quality-control reports.

E. Field quality-control and special inspection reports.


A. Fabricator Qualifications: A qualified fabricator that participates in the AISC QualityCertification Program and is designated an AISC-Certified Plant, Category STD.



B. Installer Qualifications: A qualified installer who participates in the AISC QualityCertification Program and is designated an AISC-Certified Erector, Category CSE.

C. Welding Qualifications: Qualify procedures and personnel according toAWS D1.1/D1.1M, "Structural Welding Code - Steel."

D. Comply with applicable provisions of the following specifications and documents:

1. AISC 303.2. AISC 360.3. RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."

PART 2 - PRODUCTS

2.1 STRUCTURAL-STEEL MATERIALS

A. W-Shapes: ASTM A 992/A 992M.

B. Channels, Angles-Shapes: ASTM A 572/A 572M, Grade 50.

C. Plate and Bar: ASTM A 36/A 36M.

D. Cold-Formed Hollow Structural Sections: ASTM A 500/A 500M, Grade B, structural tubing.

E. Steel Pipe: ASTM A 53/A 53M, Type E or Type S, Grade B.

F. Welding Electrodes: Comply with AWS requirements.

2.2 BOLTS, CONNECTORS, AND ANCHORS

A. High-Strength Bolts, Nuts, and Washers: ASTM A 325, Type 1, heavy-hex steel structural bolts; ASTM A 563, Grade C, heavy-hex carbon-steel nuts; and ASTM F 436, Type 1, hardened carbon-steel washers; all with plain finish.

1. Direct-Tension Indicators: ASTM F 959, Type 325, compressible-washer type with plain finish.

B. Shear Connectors: ASTM A 108, Grades 1015 through 1020, headed-stud type, cold-finished carbon steel; AWS D1.1/D1.1M, Type B.

C. Unheaded Anchor Rods: ASTM F 1554, Grade 36.

1. Configuration: Straight.2. Finish: Plain.

D. Headed Anchor Rods: ASTM F 1554, Grade 36, straight.



1. Finish: Plain.

E. Threaded Rods: ASTM A 36/A 36M.

1. Finish: Plain.

2.3 PRIMER

A. Low-Emitting Materials: Paints and coatings shall comply with the testing and productrequirements of the California Department of Public Health's (formerly, the CaliforniaDepartment of Health Services') "Standard Method for the Testing and Evaluation ofVolatile Organic Chemical Emissions from Indoor Sources Using EnvironmentalChambers."

B. Primer: Comply with Section 09 9113 "Exterior Painting" and Section 09 9123 "InteriorPainting."

C. Primer: SSPC-Paint 25, Type I, zinc oxide, alkyd, linseed oil primer.

D. Primer: Fabricator's standard lead- and chromate-free, nonasphaltic, rust-inhibitingprimer complying with MPI#79 and compatible with topcoat.

2.4 GROUT

A. Metallic, Shrinkage-Resistant Grout: ASTM C 1107/C 1107M, factory-packaged,metallic aggregate grout, mixed with water to consistency suitable for application and a30-minute working time.

B. Nonmetallic, Shrinkage-Resistant Grout: ASTM C 1107/C 1107M, factory-packaged,nonmetallic aggregate grout, noncorrosive and nonstaining, mixed with water toconsistency suitable for application and a 30-minute working time.

2.5 FABRICATION

A. Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricateaccording to AISC 303, "Code of Standard Practice for Steel Buildings and Bridges,"and to AISC 360.

B. Shear Connectors: Prepare steel surfaces as recommended by manufacturer of shearconnectors. Use automatic end welding of headed-stud shear connectors according toAWS D1.1/D1.1M and manufacturer's written instructions.



2.6 SHOP CONNECTIONS

A. High-Strength Bolts: Shop install high-strength bolts according to RCSC's"Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of boltand type of joint specified.

1. Joint Type: Snug tightened.

B. Weld Connections: Comply with AWS D1.1/D1.1M for tolerances, appearances,welding procedure specifications, weld quality, and methods used in correcting weldingwork.

2.7 SHOP PRIMING

A. Shop prime steel surfaces except the following:

1. Surfaces embedded in concrete or mortar. Extend priming of partially embedded members to a depth of 2 inches.

2. Surfaces to be field welded.3. Surfaces of high-strength bolted, slip-critical connections.4. Surfaces to receive sprayed fire-resistive materials (applied fireproofing).5. Galvanized surfaces.6. Surfaces enclosed in interior construction.

B. Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and spatter, slag, or flux deposits. Prepare surfaces according to the following specifications and standards:

1. SSPC-SP 2, "Hand Tool Cleaning."2. SSPC-SP 3, "Power Tool Cleaning."3. SSPC-SP 7/NACE No. 4, "Brush-off Blast Cleaning."

C. Priming: Immediately after surface preparation, apply primer according to manufacturer's written instructions and at rate recommended by SSPC to provide a minimum dry film thickness of 1.5 mils. Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces.

2.8 SOURCE QUALITY CONTROL

A. Testing Agency: Owner will engage a qualified testing agency to perform shop testsand inspections.

1. Provide testing agency with access to places where structural-steel work is beingfabricated or produced to perform tests and inspections.

B. Bolted Connections: Inspect shop-bolted connections according to RCSC's"Specification for Structural Joints Using ASTM A 325 or A 490 Bolts."



C. Welded Connections: Visually inspect shop-welded connections according toAWS D1.1/D1.1M and the following inspection procedures, at testing agency's option:

1. Liquid Penetrant Inspection: ASTM E 165.

D. Prepare test and inspection reports.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify, with certified steel erector present, elevations of concrete- and masonry-bearingsurfaces and locations of anchor rods, bearing plates, and other embedments forcompliance with requirements.

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

3.2 ERECTION

A. Set structural steel accurately in locations and to elevations indicated and according toAISC 303 and AISC 360.

B. Baseplates Bearing Plates and Leveling Plates: Clean concrete- and masonry-bearingsurfaces of bond-reducing materials, and roughen surfaces prior to setting plates.Clean bottom surface of plates.

1. Set plates for structural members on wedges, shims, or setting nuts as required.2. Weld plate washers to top of baseplate.3. Snug-tighten anchor rods after supported members have been positioned and

plumbed. Do not remove wedges or shims but, if protruding, cut off flush withedge of plate before packing with grout.

4. Promptly pack grout solidly between bearing surfaces and plates so no voidsremain. Neatly finish exposed surfaces; protect grout and allow to cure. Complywith manufacturer's written installation instructions for shrinkage-resistant grouts.

C. Maintain erection tolerances of structural steel within AISC 303, "Code of StandardPractice for Steel Buildings and Bridges."

3.3 FIELD CONNECTIONS

A. High-Strength Bolts: Install high-strength bolts according to RCSC's "Specification forStructural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of jointspecified.

1. Joint Type: Snug tightened.



B. Weld Connections: Comply with AWS D1.1/D1.1M for tolerances, appearances,welding procedure specifications, weld quality, and methods used in correcting weldingwork.

1. Comply with AISC 303 and AISC 360 for bearing, alignment, adequacy oftemporary connections, and removal of paint on surfaces adjacent to field welds.

2. Remove backing bars or runoff tabs, back gouge, and grind steel smooth.3. Assemble and weld built-up sections by methods that maintain true alignment of

axes without exceeding tolerances in AISC 303, "Code of Standard Practice forSteel Buildings and Bridges," for mill material.


A. Special Inspections: Owner will engage a qualified special inspector to perform thefollowing special inspections:

1. Verify structural-steel materials and inspect steel frame joint details.2. Verify weld materials and inspect welds.3. Verify connection materials and inspect high-strength bolted connections.

B. Testing Agency: Owner will engage a qualified testing agency to perform tests andinspections.

C. Bolted Connections: Inspect bolted connections according to RCSC's "Specification forStructural Joints Using ASTM A 325 or A 490 Bolts."

D. Welded Connections: Visually inspect field welds according to AWS D1.1/D1.1M.

1. In addition to visual inspection, test and inspect field welds according toAWS D1.1/D1.1M and the following inspection procedures, at testing agency'soption:

a. Liquid Penetrant Inspection: ASTM E 165.b. Magnetic Particle Inspection: ASTM E 709; performed on root pass and on

finished weld. Cracks or zones of incomplete fusion or penetration are notaccepted.

c. Ultrasonic Inspection: ASTM E 164.d. Radiographic Inspection: ASTM E 94.




SECTION 051213 - ARCHITECTURALLY EXPOSED STRUCTURAL STEEL FRAMING

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes architecturally exposed structural-steel (AESS).

1. Requirements in Section 051200 "Structural Steel Framing" also apply to AESS.

1.2 DEFINITIONS

A. AESS: Structural steel designated as "architecturally exposed structural steel" or"AESS" in the Contract Documents.


A. Preinstallation Conference: Conduct conference at Project site.


A. Shop Drawings: Show fabrication of AESS components. Shop Drawings for structural steel may be used for AESS provided items of AESS are specifically identified and requirements below are met for AESS.

1. Indicate welds by standard AWS symbols, distinguishing between shop and field welds, and show size, length, and type of each weld. Show backing bars that are to be removed and supplemental fillet welds where backing bars are to remain. Indicate grinding, finish, and profile of welds.

2. Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify pretensioned and slip-critical, high-strength bolted connections. Indicate orientation of bolt heads.

B. Samples: Submit Samples of AESS to set quality standards for exposed welds.

1. Two steel plates, 3/8 by 8 by 4 inches, with long edges joined by a groove weld and with weld ground smooth.

2. Steel plate, 3/8 by 8 by 8 inches, with one end of a short length of rectangular steel tube, 4 by 6 by 3/8 inches, welded to plate with a continuous fillet weld and with weld ground smooth and blended.




A. Fabricator Qualifications: A qualified fabricator that participates in the AISC QualityCertification Program and is designated an AISC-Certified Plant, Category STD, or isaccredited by the IAS Fabricator Inspection Program for Structural Steel (AC 172).

B. Installer Qualifications: A qualified installer who participates in the AISC QualityCertification Program and is designated an AISC-Certified Erector.

C. Shop-Painting Applicators: Qualified according to AISC's Sophisticated Paint SSPC-QP 3, "Standard Procedure for Evaluating Qualifications of Shop Painting Applicators."

1.6 DELIVERY, STORAGE, AND HANDLING

A. Use special care in handling to prevent twisting, warping, nicking, and other damage.Store materials to permit easy access for inspection and identification. Keep steelmembers off ground and spaced by using pallets, dunnage, or other supports andspacers. Protect steel members and packaged materials from corrosion anddeterioration.

1. Do not store materials on structure in a manner that might cause distortion,damage, or overload to members or supporting structures. Repair or replacedamaged materials or structures as directed.

1.7 FIELD CONDITIONS

A. Field Measurements: Where AESS is indicated to fit against other construction, verifyactual dimensions by field measurements before fabrication.

PART 2 - PRODUCTS

2.1 BOLTS, CONNECTORS, AND ANCHORS

A. Tension-Control, High-Strength Bolt-Nut-Washer Assemblies: ASTM F 1852, Type 1,round-head assemblies, consisting of steel structural bolts with splined ends, heavy-hex carbon-steel nuts, and hardened carbon-steel washers.

1. Finish: Mechanically deposited zinc coating.

FILLER

B. Filler: Polyester filler intended for use in repairing dents in automobile bodies.

2.2 PRIMER

A. Low-Emitting Materials: Paints and coatings shall comply with the testing and productrequirements of the California Department of Public Health's (formerly, the California



Department of Health Services') "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."

B. Primer: Comply with Section 099113 "Exterior Painting" and Section 099600 "High-Performance Coatings."

C. Etching Cleaner for Galvanized Metal: MPI#25.

D. Galvanizing Repair Paint: MPI#18, MPI#19, or SSPC-Paint 20 ASTM A 780/A 780M.

2.3 FABRICATION

A. In addition to special care used to handle and fabricate AESS, comply with the following:

1. Fabricate with exposed surfaces smooth, square, and free of surface blemishes including pitting, rust, scale, and roughness.

2. Grind sheared, punched, and flame-cut edges of AESS to provide smooth surfaces and edges.

3. Fabricate AESS with exposed surfaces free of mill marks.4. Fabricate AESS with exposed surfaces free of seams to maximum extent

possible.5. Remove blemishes by filling or grinding or by welding and grinding, before

cleaning, treating, and shop priming.6. Fabricate with piece marks fully hidden in the completed structure or made with

media that permits full removal after erection.7. Seal-weld open ends of hollow structural sections with 3/8-inch (9.5-mm) closure

plates.

B. Coping, Blocking, and Joint Gaps: Maintain uniform gaps of 1/8 inch (3.2 mm) with a tolerance of 1/32 inch (0.8 mm).

C. Bolt Holes: Cut, drill,or punch standard bolt holes perpendicular to metal surfaces.

D. Cleaning Corrosion-Resisting Structural Steel: Clean and prepare steel surfaces that are to remain unpainted according to SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning."

E. Holes: Provide holes required for securing other work to structural steel and for other work to pass through steel members.1. Baseplate Holes: Cut, drill, mechanically thermal cut, or punch holes

perpendicular to steel surfaces.2. Weld threaded nuts to framing and other specialty items indicated to receive

other work.



2.4 SHOP CONNECTIONS

A. High-Strength Bolts: Shop install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified.

B. Weld Connections: Comply with AWS D1.1/D1.1M for tolerances, appearances, welding procedure specifications, weld quality, and methods used in correcting welding work, and comply with the following:

1. Assemble and weld built-up sections by methods that will maintain true alignment of axes without exceeding specified tolerances.

2. Use weld sizes, fabrication sequence, and equipment for AESS that limit distortions to allowable tolerances.

3. Provide continuous, sealed welds at angle to gusset-plate connections and similar locations where AESS is exposed to weather.

4. Provide continuous welds of uniform size and profile where AESS is welded.5. Grind butt and groove welds flush to adjacent surfaces within tolerance of plus

1/16 inch, minus zero inch.6. Make butt and groove welds flush to adjacent surfaces within tolerance of plus

1/16 inch, minus zero inch. Do not grind unless required for clearances or for fitting other components, or unless directed to correct unacceptable work.

7. Remove backing bars or runoff tabs; back-gouge and grind steel smooth.8. At locations where welding on the far side of an exposed connection of AESS

occurs, grind distortions and marking of the steel to a smooth profile aligned with adjacent material.

9. Make fillet welds oversize and grind to uniform profile with smooth face and transition.

10. Make fillet welds of uniform size and profile with exposed face smooth and slightly concave. Do not grind unless directed to correct unacceptable work.

2.5 GALVANIZING

A. Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to structural steelaccording to ASTM A 123/A 123M.

1. Do not quench or apply post-galvanizing treatments that might interfere with paintadhesion.

2. Fill vent and drain holes that are exposed in the finished Work, unless indicatedto remain as weep holes, by plugging with zinc solder and filing off smooth.

3. Galvanize lintels attached to structural-steel frame and located in exterior walls.

2.6 SHOP PRIMING

A. Shop prime steel surfaces except the following:

1. Surfaces embedded in concrete or mortar. Extend priming of partially embedded members to a depth of 2 inches (50 mm).

2. Surfaces to be field welded.



3. Surfaces to be high-strength bolted with slip-critical connections.4. Surfaces to receive sprayed fire-resistive materials.5. Galvanized surfaces.

B. Surface Preparation for Nongalvanized Steel:

1. SSPC-SP 3, "Power Tool Cleaning."2. SSPC-SP 7/NACE No. 4, "Brush-off Blast Cleaning."3. SSPC-SP 14/NACE No. 8, "Industrial Blast Cleaning."4. SSPC-SP 11, "Power Tool Cleaning to Bare Metal."5. SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning."6. SSPC-SP 10/NACE No. 2, "Near-White Blast Cleaning."

C. Preparing Galvanized Steel for Shop Priming: After galvanizing, thoroughly clean steel of grease, dirt, oil, flux, and other foreign matter, and treat with etching cleaner.

D. Priming: Immediately after surface preparation, apply primer according to manufacturer's written instructions and at rate recommended by SSPC to provide a minimum dry film thickness of 1.5 mils (0.038 mm). Use priming methods that result in full coverage of joints, corners, edges, and exposed surfaces.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify, with steel erector present, elevations of concrete- and masonry-bearingsurfaces and locations of anchor rods, bearing plates, and other embedments forcompliance with requirements.

1. Prepare a certified survey of bearing surfaces, anchor rods, bearing plates, andother embedments showing dimensions, locations, angles, and elevations.

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

3.2 PREPARATION

A. Provide temporary shores, guys, braces, and other supports during erection to keepAESS secure, plumb, and in alignment.

1. If possible, locate welded tabs for attaching temporary bracing and safety cablingwhere they will be concealed from view in the completed Work.

3.3 ERECTION

A. Set AESS accurately in locations and to elevations indicated and according toAISC 303 and AISC 360.



1. Erect AESS to the tolerances specified in AISC 303 for steel that [is] [is not]designated AESS.

3.4 FIELD CONNECTIONS

A. High-Strength Bolts: Install high-strength bolts according to RCSC's "Specification forStructural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of jointspecified.

1. Orient bolt heads in same direction for each connection and to maximum extentpossible in same direction for similar connections.

B. Weld Connections: Comply with requirements in "Weld Connections" Paragraph in"Shop Connections" Article.

1. Remove backing bars or runoff tabs; back-gouge and grind steel smooth.2. Remove erection bolts, fill holes, and grind smooth.3. Fill weld access holes and grind smooth.


A. Testing Agency: Owner will engage a qualified independent testing and inspectingagency to inspect AESS as specified in Section 051200 "Structural Steel Framing."The testing agency is not responsible for enforcing requirements relating to aestheticeffect.

B. Architect will observe AESS in place to determine acceptability relating to aestheticeffect.

3.6 REPAIRS AND PROTECTION

A. Remove welded tabs that were used for attaching temporary bracing and safetycabling and that are exposed to view in the completed Work. Grind steel smooth.

B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas andrepair galvanizing to comply with ASTM A 780/A 780M.




SECTION 061000 - ROUGH CARPENTRY

PART 1 - GENERAL

1.1 SUMMARY


1. Framing with dimension lumber.2. Framing with engineered wood products.


A. Product Data: For each type of process and factory-fabricated product.

1. Include data for wood-preservative treatment from chemical treatmentmanufacturer and certification by treating plant that treated materials comply withrequirements

2. Include data for fire-retardant treatment from chemical treatment manufacturerand certification by treating plant that treated materials comply with requirements.


A. Material Certificates: For dimension lumber specified to comply with minimumallowable unit stresses. Indicate species and grade selected for each use and designvalues approved by the ALSC Board of Review.

B. Evaluation Reports: For the following, from ICC-ES:

1. Wood-preservative-treated wood.2. Engineered wood products.3. Power-driven fasteners.4. Powder-actuated fasteners.5. Expansion anchors.6. Metal framing anchors.

PART 2 - PRODUCTS

2.1 WOOD PRODUCTS, GENERAL

A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no gradingagency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an



agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated.

1. Factory mark each piece of lumber with grade stamp of grading agency.2. Provide dressed lumber, S4S, unless otherwise indicated.

B. Maximum Moisture Content of Lumber: 15 percent for 2-inch nominal thickness or less, 19 percent for more than 2-inch nominal thickness unless otherwise indicated.

C. Engineered Wood Products: Provide engineered wood products acceptable to authorities having jurisdiction and for which current model code research or evaluation reports exist that show compliance with building code in effect for Project.

1. Allowable Design Stresses: Provide engineered wood products with allowable design stresses, as published by manufacturer, that meet or exceed those indicated. Manufacturer's published values shall be determined from empirical data or by rational engineering analysis and demonstrated by comprehensive testing performed by a qualified independent testing agency.

2.2 WOOD-PRESERVATIVE-TREATED LUMBER

A. Preservative Treatment by Pressure Process: AWPA U1; Use Category UC2[ for interior construction not in contact with the ground, Use Category UC3b for exterior construction not in contact with the ground, and Use Category UC4a for items in contact with the ground].

1. Preservative Chemicals: Acceptable to authorities having jurisdiction and containing no arsenic or chromium. Do not use inorganic boron (SBX) for sill plates.

B. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent. Do not use material that is warped or that does not comply with requirements for untreated material.

C. Mark lumber with treatment quality mark of an inspection agency approved by the ALSC Board of Review.

D. Application: Treat items indicated on Drawings, and the following:

1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing.

2. Wood sills, sleepers, blocking, and similar concealed members in contact with masonry or concrete.

3. Wood framing and furring attached directly to the interior of below-grade exterior masonry or concrete walls.

4. Wood framing members that are less than 18 inches (460 mm) above the ground in crawlspaces or unexcavated areas.



5. Wood floor plates that are installed over concrete slabs-on-grade.

2.3 ENGINEERED WOOD PRODUCTS

A. Engineered Wood Products, General: Products shall contain no urea formaldehyde.Paragraphs and subparagraphs in this article are examples of descriptive and propertyrequirements based on product data of various manufacturers. Verify that currentproducts comply or revise. See Evaluations.

B. Laminated-Veneer Lumber: Structural composite lumber made from wood veneers withgrain primarily parallel to member lengths, evaluated and monitored according toASTM D 5456 and manufactured with an exterior-type adhesive complying withASTM D 2559.

1. See structural drawings.

C. Wood I-Joists: Prefabricated units, I-shaped in cross section, made with solid orstructural composite lumber flanges and wood-based structural panel webs, let intoand bonded to flanges. Provide units complying with material requirements of and withstructural capacities established and monitored according to ASTM D 5055.

1. See structural drawings.

2.4 MISCELLANEOUS LUMBER

A. General: Provide miscellaneous lumber indicated and lumber for support or attachmentof other construction, including the following:

1. Blocking.2. Nailers.3. Rooftop equipment bases and support curbs.4. Cants.5. Furring.6. Grounds.

B. For items of dimension lumber size, provide No. 2 or better lumber of any species.

PART 3 - EXECUTION


A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut,and fitted. Fit rough carpentry to other construction; scribe and cope as needed foraccurate fit. Locate nailers, blocking, and similar supports to comply with requirementsfor attaching other construction.



B. Framing Standard: Comply with AF&PA's WCD 1, "Details for Conventional WoodFrame Construction," unless otherwise indicated.

C. Framing with Engineered Wood Products: Install engineered wood products to complywith manufacturer's written instructions.

D. Install fire-retardant treated plywood backing panels with classification marking oftesting agency exposed to view.

E. Shear Wall Panels: Install shear wall panels to comply with manufacturer's writteninstructions.

F. Metal Framing Anchors: Install metal framing anchors to comply with manufacturer'swritten instructions. Install fasteners through each fastener hole.

G. Do not splice structural members between supports unless otherwise indicated.

H. Comply with AWPA M4 for applying field treatment to cut surfaces of preservative-treated lumber.

I. Where wood-preservative-treated lumber is installed adjacent to metal decking, installcontinuous flexible flashing separator between wood and metal decking.

J. Securely attach rough carpentry work to substrate by anchoring and fastening asindicated, complying with the following:

1. NES NER-272 for power-driven fasteners.2. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code.3. Table R602.3(1), "Fastener Schedule for Structural Members," and

Table R602.3(2), "Alternate Attachments," in ICC's International ResidentialCode for One- and Two-Family Dwellings.

3.2 PROTECTION

A. Protect wood that has been treated with inorganic boron (SBX) from weather. If,despite protection, inorganic boron-treated wood becomes wet, apply EPA-registeredborate treatment. Apply borate solution by spraying to comply with EPA-registeredlabel.

B. Protect rough carpentry from weather. If, despite protection, rough carpentry becomeswet apply EPA-registered borate treatment. Apply borate solution by spraying tocomply with EPA-registered label.




SECTION 061600 - SHEATHING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:1. Roof sheathing.


A. Product Data: For each type of process and factory-fabricated product. Indicatecomponent materials and dimensions and include construction and application details.

1. Include data for wood-preservative treatment from chemical treatmentmanufacturer and certification by treating plant that treated plywood complieswith requirements.

2. Include data for fire-retardant treatment from chemical treatment manufacturerand certification by treating plant that treated plywood complies withrequirements.

PART 2 - PRODUCTS

2.1 WOOD PANEL PRODUCTS

A. Emissions: Products shall meet the testing and product requirements of the CaliforniaDepartment of Health Services' "Standard Practice for the Testing of Volatile OrganicEmissions from Various Sources Using Small-Scale Environmental Chambers."

B. Oriented Strand Board: DOC PS 2.

2.2 ROOF SHEATHING

A. Oriented-Strand-Board Roof Sheathing: See Structural

2.3 MISCELLANEOUS MATERIALS

A. Adhesives for Field Gluing Panels to Framing: Formulation complying with APA AFG-01that is approved for use with type of construction panel indicated by manufacturersof both adhesives and panels.

1. No VOC’s2. Adhesives shall comply with the testing and product requirements of the

California Department of Health Services' "Standard Practice for the Testing of



Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers."

PART 3 - EXECUTION


A. Do not use materials with defects that impair quality of sheathing or pieces that are toosmall to use with minimum number of joints or optimum joint arrangement. Arrangejoints so that pieces do not span between fewer than three support members.

B. Cut panels at penetrations, edges, and other obstructions of work; fit tightly againstabutting construction unless otherwise indicated.

C. Securely attach to substrate by fastening as indicated, complying with the following:

1. NES NER-272 for power-driven fasteners.2. Table 2304.9.1, "Fastening Schedule," in ICC's "International Building Code."3. Table R602.3(1), "Fastener Schedule for Structural Members," and

Table R602.3(2), "Alternate Attachments," in ICC's "International ResidentialCode for One- and Two-Family Dwellings."

D. Coordinate roof sheathing installation with flashing and joint-sealant installation sothese materials are installed in sequence and manner that prevent exterior moisturefrom passing through completed assembly.

E. Do not bridge building expansion joints; cut and space edges of panels to matchspacing of structural support elements.




SECTION 07 1113 - BITUMINOUS DAMPPROOFING

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes cold-applied, emulsified-asphalt dampproofing.



PART 2 - PRODUCTS

2.1 MATERIALS, GENERAL

A. VOC Content: Products shall comply with VOC content limits of authorities havingjurisdiction unless otherwise required.

B. Trowel Coats: ASTM D 4586, Type I, Class 1, fibered.

C. Brush and Spray Coats: ASTM D 4479, Type I, fibered.

2.2 COLD-APPLIED, EMULSIFIED-ASPHALT DAMPPROOFING

A. Manufacturers: Subject to compliance with requirements, available manufacturersoffering products that may be incorporated into the Work include, but are not limited to,the following:

1. APOC, Inc.; a division of Gardner-Gibson.2. BASF Construction Chemicals - Building Systems; Sonneborn Brand Products.3. Brewer Company (The).4. ChemMasters, Inc.5. Euclid Chemical Company (The); an RPM company.6. Gardner-Gibson, Inc.7. Henry Company.8. Karnak Corporation.9. Koppers Inc.10. Malarkey Roofing Products.11. Meadows, W. R., Inc.

B. Trowel Coats: ASTM D 1227, Type II, Class 1.

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C. Fibered Brush and Spray Coats: ASTM D 1227, Type II, Class 1.

D. Brush and Spray Coats: ASTM D 1227, Type III, Class 1.

PART 3 - EXECUTION

3.1 APPLICATION, GENERAL

A. Comply with manufacturer's written instructions for substrate preparation,dampproofing application, cure time between coats, and drying time before backfillingunless more stringent requirements are indicated.

1. Apply dampproofing to provide continuous plane of protection.2. Apply additional coats if recommended in writing by manufacturer or to achieve a

smooth surface and uninterrupted coverage.

B. Where dampproofing footings and foundation walls, apply from finished-grade line totop of footing; extend over top of footing and down a minimum of 6 inches over outsideface of footing.

1. Extend dampproofing 12 inches onto intersecting walls and footings, but do notextend onto surfaces exposed to view when Project is completed.

2. Install flashings and corner protection stripping at internal and external corners,changes in plane, construction joints, cracks, and where shown as "reinforced,"by embedding an 8-inch- wide strip of asphalt-coated glass fabric in a heavy coatof dampproofing. Dampproofing coat for embedding fabric is in addition to othercoats required.

C. Where dampproofing exterior face of inner wythe of exterior masonry cavity walls, lapdampproofing at least 1/4 inch onto flashing, masonry reinforcement, veneer ties, andother items that penetrate inner wythe.

1. Extend dampproofing over outer face of structural members and concrete slabsthat interrupt inner wythe.

2. Lap dampproofing at least 1/4 inch onto shelf angles supporting veneer.

D. Where dampproofing interior face of above-grade, exterior concrete and masonrywalls, continue dampproofing through intersecting walls by keeping vertical mortarjoints at intersection temporarily open or by dampproofing wall before constructingintersecting walls.

3.2 COLD-APPLIED, CUT-BACK-ASPHALT DAMPPROOFING

A. Concrete Foundations: Apply two brush or spray coats at not less than 1.25 gal./100sq. ft. for first coat and 1 gal./100 sq. ft. for second coat or one trowel coat at not lessthan 4 gal./100 sq. ft..



B. Unparged Masonry Foundation Walls: Apply primer and two brush or spray coats at notless than 1.25 gal./100 sq. ft. for first coat and 1 gal./100 sq. ft. for second coat orprimer and one trowel coat at not less than 4 gal./100 sq. ft..

C. Unexposed Face of Concrete Retaining Walls: Apply one brush or spray coat at notless than 1.25 gal./100 sq. ft..

D. Unexposed Face of Masonry Retaining Walls: Apply primer and one brush or spraycoat at not less than 1.25 gal./100 sq. ft..

E. Concrete Backup for Brick Veneer Assemblies: Apply one brush or spray coat at notless than 1 gal./100 sq. ft..

F. Masonry Backup for Brick Veneer Assemblies: Apply primer and one brush or spraycoat at not less than 1 gal./100 sq. ft..

G. Exterior Face of Inner Wythe of Cavity Walls: Apply primer and one brush or spray coatat not less than 1 gal./100 sq. ft..

3.3 COLD-APPLIED, EMULSIFIED-ASPHALT DAMPPROOFING

A. Concrete Foundations: Apply two brush or spray coats at not less than 1.5 gal./100 sq.ft. for first coat and 1 gal./100 sq. ft. for second coat, one fibered brush or spray coat atnot less than 3 gal./100 sq. ft., or one trowel coat at not less than 4 gal./100 sq. ft..

B. Unparged Masonry Foundation Walls: Apply primer and two brush or spray coats at notless than 1.5 gal./100 sq. ft. for first coat and 1 gal./100 sq. ft. for second coat, primerand one fibered brush or spray coat at not less than 3 gal./100 sq. ft. or primer and onetrowel coat at not less than 5 gal./100 sq. ft..

C. Unexposed Face of Concrete Retaining Walls: Apply one brush or spray coat at notless than 1.25 gal./100 sq. ft..

D. Unexposed Face of Masonry Retaining Walls: Apply primer and one brush or spraycoat at not less than 1.25 gal./100 sq. ft..

E. Concrete Backup for Brick Veneer Assemblies: Apply one brush or spray coat at notless than 1 gal./100 sq. ft..

F. Masonry Backup for Brick Veneer Assemblies: Apply primer and one brush or spraycoat at not less than 1 gal./100 sq. ft..

G. Exterior Face of Inner Wythe of Cavity Walls: Apply primer and one brush or spray coatat not less than 1 gal./100 sq. ft..

H. Interior Face of Exterior Concrete Walls: Where above grade and indicated to be furredand finished, apply one brush or spray coat at not less than 1 gal./100 sq. ft..



I. Interior Face of Exterior Masonry Walls: Where above grade and indicated to be furredand finished, apply primer and one brush or spray coat at not less than 1 gal./100 sq.ft..

3.4 INSTALLATION OF PROTECTION COURSE

A. Where indicated, install protection course over completed-and-cured dampproofing.Comply with dampproofing-material and protection-course manufacturers' writteninstructions for attaching protection course.




SECTION 074113.13 - FORMED METAL ROOF PANELS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes exposed-fastener, lap-seam, metal roof panels.




A. Product test reports.

B. Warranties: Sample of special warranties.


A. Maintenance data.


A. Installer Qualifications: An entity that employs installers and supervisors who aretrained and approved by manufacturer.

B. UL-Certified, Portable Roll-Forming Equipment: UL-certified, portable roll-formingequipment capable of producing metal panels warranted by manufacturer to be thesame as factory-formed products. Maintain UL certification of portable roll-formingequipment for duration of work.

1.6 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repairor replace components of metal panel systems that fail in materials or workmanshipwithin specified warranty period.

1. Warranty Period: Two years from date of Substantial Completion.

B. Special Warranty on Panel Finishes: Manufacturer's standard form in whichmanufacturer agrees to repair finish or replace metal panels that show evidence ofdeterioration of factory-applied finishes within specified warranty period.



1. Finish Warranty Period: 20 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Structural Performance: Provide metal panel systems capable of withstanding theeffects of the following loads, based on testing according to ASTM E 1592:

1. Wind Loads: As indicated on Drawings.

B. Wind-Uplift Resistance: Provide metal roof panel assemblies that comply with UL 580for wind-uplift-resistance class indicated.

1. Uplift Rating: UL 90.

2.2 EXPOSED-FASTENER, LAP-SEAM, METAL ROOF PANELS

A. General: Provide factory-formed metal roof panels designed to be installed by lappingside edges of adjacent panels and mechanically attaching panels to supports usingexposed fasteners in side laps. Include accessories required for weathertightinstallation.1. Basis-of-Design Product: Subject to compliance with requirements, provide

comparable product by one of the following:

a. AEP Span; a BlueScope Steel company.b. Alcoa Inc.c. CENTRIA Architectural Systems.d. Fabral.e. Firestone Metal Products, LLC.f. Flexospan Steel Buildings, Inc.g. MBCI; a division of NCI Building Systems, L.P.h. McElroy Metal, Inc.i. Metal Sales Manufacturing Corporation.j. Morin; a Kingspan Group company.k. Union Corrugating Company.l. VICWEST.

2. Metallic-Coated Steel Sheet: Zinc-coated (galvanized) steel sheet complying withASTM A 653/A 653M, G90 coating designation, or aluminum-zinc alloy-coatedsteel sheet complying with ASTM A 792/A 792M, Class AZ50 coatingdesignation; structural quality.


A. Panel Accessories: Provide components required for a complete, weathertight panelsystem including trim, copings, fasciae, mullions, sills, corner units, clips, flashings,

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sealants, gaskets, fillers, closure strips, and similar items. Match material and finish of metal panels unless otherwise indicated.

1. Closures: Provide closures at eaves and ridges, fabricated of same metal asmetal panels.

2. Backing Plates: Provide metal backing plates at panel end splices, fabricatedfrom material recommended by manufacturer.

3. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch- (25-mm-) thick,flexible closure strips; cut or premolded to match metal panel profile. Provideclosure strips where indicated or necessary to ensure weathertight construction.

B. Flashing and Trim: Provide flashing and trim formed from same material as metalpanels as required to seal against weather and to provide finished appearance.Locations include, but are not limited to, eaves, rakes, corners, bases, framedopenings, ridges, fasciae, and fillers. Finish flashing and trim with same finish systemas adjacent metal panels.

C. Panel Fasteners: Self-tapping screws designed to withstand design loads. Provideexposed fasteners with heads matching color of metal panels by means of plastic capsor factory-applied coating. Provide EPDM or PVC sealing washers for exposedfasteners.

D. Panel Sealants: Provide sealant types recommended by manufacturer that arecompatible with panel materials, are nonstaining, and do not damage panel finish.

1. Sealant Tape: Pressure-sensitive, 100 percent solids, gray polyisobutylenecompound sealant tape with release-paper backing; 1/2 inch wide and 1/8 inchthick.

2. Joint Sealant: ASTM C 920; as recommended in writing by metal panelmanufacturer.

3. Butyl-Rubber-Based, Solvent-Release Sealant: ASTM C 1311.

2.4 FABRICATION

A. General: Fabricate and finish metal panels and accessories at the factory, bymanufacturer's standard procedures and processes, as necessary to fulfill indicatedperformance requirements demonstrated by laboratory testing. Comply with indicatedprofiles and with dimensional and structural requirements.

B. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for fulllength of panel.

C. Fabricate metal panel joints with factory-installed captive gaskets or separator stripsthat provide a weathertight seal and prevent metal-to-metal contact, and that minimizenoise from movements.

D. Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply withmanufacturer's recommendations and recommendations in SMACNA's "Architectural



Sheet Metal Manual" that apply to design, dimensions, metal, and other characteristics of item indicated.

2.5 FINISHES

A. Panels and Accessories:

1. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not lessthan 70 percent PVDF resin by weight in color coat.

2. Three-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not lessthan 70 percent PVDF resin by weight in both color coat and clear topcoat.

3. Siliconized Polyester: Epoxy primer and silicone-modified, polyester-enameltopcoat; with a dry film thickness of not less than 0.2 mil for primer and 0.8 mil fortopcoat.

4. Concealed Finish: White or light-colored acrylic or polyester backer finish.

PART 3 - EXECUTION

3.1 PREPARATION

A. Miscellaneous Supports: Install subframing, furring, and other miscellaneous panelsupport members and anchorages according to ASTM C 754 and metal panelmanufacturer's written recommendations.

3.2 METAL PANEL INSTALLATION

A. Lap-Seam Metal Panels: Fasten metal panels to supports with fasteners at eachlapped joint at location and spacing recommended by manufacturer.

1. Lap ribbed or fluted sheets one full rib. Apply panels and associated items true toline for neat and weathertight enclosure.

2. Provide metal-backed washers under heads of exposed fasteners bearing onweather side of metal panels.

3. Locate and space exposed fasteners in uniform vertical and horizontal alignment.Use proper tools to obtain controlled uniform compression for positive sealwithout rupture of washer.

4. Install screw fasteners with power tools having controlled torque adjusted tocompress washer tightly without damage to washer, screw threads, or panels.Install screws in predrilled holes.

5. Flash and seal panels with weather closures at perimeter of all openings.6. Watertight Installation:

a. Apply a continuous ribbon of sealant or tape to seal lapped joints of metalpanels, using sealant or tape as recommend by manufacturer on side lapsof nesting-type panels and elsewhere as needed to make panelswatertight.



b. Provide sealant or tape between panels and protruding equipment, vents,and accessories.

c. At panel splices, nest panels with minimum 6-inch end lap, sealed withsealant and fastened together by interlocking clamping plates.

B. Accessory Installation: Install accessories with positive anchorage to building andweathertight mounting, and provide for thermal expansion. Coordinate installation withflashings and other components.

C. Flashing and Trim: Comply with performance requirements, manufacturer's writteninstallation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provideconcealed fasteners where possible, and set units true to line and level. Install workwith laps, joints, and seams that are permanently watertight.

3.3 CLEANING

A. Remove temporary protective coverings and strippable films, if any, as metal panelsare installed, unless otherwise indicated in manufacturer's written installationinstructions. On completion of metal panel installation, clean finished surfaces asrecommended by metal panel manufacturer. Maintain in a clean condition duringconstruction.

END OF SECTION 074113.13



SECTION 074213.13 - FORMED METAL WALL PANELS

PART 1 - GENERAL

1.1 SUMMARY


1. Exposed-fastener, lap-seam metal wall panels.



B. Shop Drawings: Include fabrication and installation layouts of metal panels; details ofedge conditions, joints, panel profiles, corners, anchorages, attachment system, trim,flashings, closures, and accessories; and special details.

C. Samples: For each type of metal panel indicated.


A. Product test reports.

B. Warranties: Samples of special warranties.




A. Installer Qualifications: An entity that employs installers and supervisors who aretrained and approved by manufacturer.

1.6 WARRANTY

A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repairor replace components of metal panel systems that fail in materials or workmanshipwithin specified warranty period.

1. Warranty Period: Two years from date of Substantial Completion.



B. Special Warranty on Panel Finishes: Manufacturer's standard form in whichmanufacturer agrees to repair finish or replace metal panels that show evidence ofdeterioration of factory-applied finishes within specified warranty period.

1. Finish Warranty Period: 20 years from date of Substantial Completion.

PART 2 - PRODUCTS


A. Structural Performance: Provide metal panel systems capable of withstanding the effects of the following loads, based on testing according to ASTM E 1592:

1. Wind Loads: As indicated on Drawings.2. Deflection Limits: For wind loads, no greater than 1/240 of the span.

B. Air Infiltration: Air leakage of not more than 0.06 cfm/sq. ft. when tested according to ASTM E 283 at the following test-pressure difference:

1. Test-Pressure Difference: 1.57 lbf/sq. ft.

C. Water Penetration under Static Pressure: No water penetration when tested according to ASTM E 331 at the following test-pressure difference:

1. Test-Pressure Difference: [2.86 lbf/sq. ft.

D. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes by preventing buckling, opening of joints, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Base calculations on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss.

1. Temperature Change (Range): [120 deg F, ambient; 180 deg F , material surfaces.

E. Fire-Resistance Ratings: Comply with ASTM E 119; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

1. Indicate design designations from UL's "Fire Resistance Directory" or from the listings of another qualified testing agency.

2.2 EXPOSED-FASTENER, LAP-SEAM METAL WALL PANELS

A. General: Provide factory-formed metal panels designed to be field assembled bylapping side edges of adjacent panels and mechanically attaching panels to supportsusing exposed fasteners in side laps. Include accessories required for weathertightinstallation.



B. Tapered-Rib-Profile, Exposed-Fastener Metal Wall Panels Formed with raised, trapezoidal major ribs.1. Basis-of-Design Product: Subject to compliance with requirements, provide

comparable product by one of the following:

a. Architectural Metal Systems; a Nucor company.b. Berridge Manufacturing Company.c. Butler Manufacturing Company; a BlueScope Steel company.d. CENTRIA Architectural Systems.e. Englert, Inc.f. Fabral.g. Firestone Metal Products, LLC.h. Flexospan Steel Buildings, Inc.i. MBCI; a division of NCI Building Systems, L.P.j. McElroy Metal, Inc.k. Metal Sales Manufacturing Corporation.l. Morin; a Kingspan Group company.m. Petersen Aluminum Corporation.n. Union Corrugating Company.o. United Steel Deck, Inc.; Subsidiary of Bouras Industries Inc.p. VICWEST.

2. Metallic-Coated Steel Sheet: Zinc-coated (galvanized) steel sheet complying with ASTM A 653/A 653M, G90 coating designation, or aluminum-zinc alloy-coated steel sheet complying with ASTM A 792/A 792M, Class AZ50 coating designation; structural quality. Prepainted by the coil-coating process to comply with ASTM A 755/A 755M.

a. Nominal Thickness: 0.022.b. Exterior Finish: Two-coat fluoropolymer.c. Color: As selected by Architect from manufacturer's full range.

3. Major-Rib Spacing: See drawings for dimensions.


A. Panel Accessories: Provide components required for a complete, weathertight panelsystem including trim, copings, fasciae, mullions, sills, corner units, clips, flashings,sealants, gaskets, fillers, closure strips, and similar items. Match material and finish ofmetal panels unless otherwise indicated.

1. Closures: Provide closures at eaves and rakes, fabricated of same metal asmetal panels.

2. Backing Plates: Provide metal backing plates at panel end splices, fabricatedfrom material recommended by manufacturer.

3. Closure Strips: Closed-cell, expanded, cellular, rubber or crosslinked, polyolefin-foam or closed-cell laminated polyethylene; minimum 1-inch thick, flexibleclosure strips; cut or premolded to match metal panel profile. Provide closurestrips where indicated or necessary to ensure weathertight construction.

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B. Flashing and Trim: Provide flashing and trim formed from same material as metalpanels as required to seal against weather and to provide finished appearance.Locations include, but are not limited to, bases, drips, sills, jambs, corners, endwalls,framed openings, rakes, fasciae, parapet caps, soffits, reveals, and fillers. Finishflashing and trim with same finish system as adjacent metal panels.

C. Panel Fasteners: Self-tapping screws designed to withstand design loads. Provideexposed fasteners with heads matching color of metal panels by means of plastic capsor factory-applied coating. Provide EPDM or PVC sealing washers for exposedfasteners.

D. Panel Sealants: Provide sealant type recommended by manufacturer that arecompatible with panel materials, are nonstaining, and do not damage panel finish.

1. Sealant Tape: Pressure-sensitive, 100 percent solids, gray polyisobutylenecompound sealant tape with release-paper backing; 1/2 inch wide and 1/8 inchthick.

2. Joint Sealant: ASTM C 920; as recommended in writing by metal panelmanufacturer.

3. Butyl-Rubber-Based, Solvent-Release Sealant: ASTM C 1311.

2.4 FABRICATION

A. General: Fabricate and finish metal panels and accessories at the factory, bymanufacturer's standard procedures and processes, as necessary to fulfill indicatedperformance requirements demonstrated by laboratory testing. Comply with indicatedprofiles and with dimensional and structural requirements.

B. On-Site Fabrication: Subject to compliance with requirements of this Section, metalpanels may be fabricated on-site using UL-certified, portable roll-forming equipment ifpanels are of same profile and warranted by manufacturer to be equal to factory-formed panels. Fabricate according to equipment manufacturer's written instructionsand to comply with details shown.

C. Provide panel profile, including major ribs and intermediate stiffening ribs, if any, for fulllength of panel.

D. Fabricate metal panel joints with factory-installed captive gaskets or separator stripsthat provide a weathertight seal and prevent metal-to-metal contact, and that minimizenoise from movements.

E. Sheet Metal Flashing and Trim: Fabricate flashing and trim to comply withmanufacturer's recommendations and recommendations in SMACNA's "ArchitecturalSheet Metal Manual" that apply to design, dimensions, metal, and other characteristicsof item indicated.



2.5 FINISHES

A. Panels and Accessories:

1. Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not lessthan 70 percent PVDF resin by weight in color coat.

PART 3 - EXECUTION

3.1 PREPARATION

A. Miscellaneous Supports: Install subframing, furring, and other miscellaneous panelsupport members and anchorages according to ASTM C 754 and metal panelmanufacturer's written recommendations.

3.2 METAL PANEL INSTALLATION

A. Lap-Seam Metal Panels: Fasten metal panels to supports with fasteners at each lapped joint at location and spacing recommended by manufacturer.

1. Lap ribbed or fluted sheets one full rib. Apply panels and associated items true to line for neat and weathertight enclosure.

2. Provide metal-backed washers under heads of exposed fasteners bearing on weather side of metal panels.

3. Locate and space exposed fasteners in uniform vertical and horizontal alignment. Use proper tools to obtain controlled uniform compression for positive seal without rupture of washer.

4. Install screw fasteners with power tools having controlled torque adjusted to compress washer tightly without damage to washer, screw threads, or panels. Install screws in predrilled holes.

5. Flash and seal panels with weather closures at perimeter of all openings.

B. Watertight Installation:

1. Apply a continuous ribbon of sealant or tape to seal lapped joints of metal panels, using sealant or tape as recommend by manufacturer on side laps of nesting-type panels; and elsewhere as needed to make panels watertight.

2. Provide sealant or tape between panels and protruding equipment, vents, and accessories.

3. At panel splices, nest panels with minimum 6-inch (152-mm) end lap, sealed with sealant and fastened together by interlocking clamping plates.

C. Accessory Installation: Install accessories with positive anchorage to building and weathertight mounting, and provide for thermal expansion. Coordinate installation with flashings and other components.

D. Flashing and Trim: Comply with performance requirements, manufacturer's written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Provide



concealed fasteners where possible, and set units true to line and level as indicated. Install work with laps, joints, and seams that are permanently watertight.

3.3 CLEANING

A. Remove temporary protective coverings and strippable films, if any, as metal panelsare installed, unless otherwise indicated in manufacturer's written installationinstructions. On completion of metal panel installation, clean finished surfaces asrecommended by metal panel manufacturer. Maintain in a clean condition duringconstruction.

END OF SECTION 074213.13

A


SECTION 083323 - OVERHEAD COILING DOORS

PART 1 - GENERAL

1.1 SUMMARY


1. Service doors.

B. Related Requirements:

1. Section 055000 "Metal Fabrications" for miscellaneous steel supports.


A. Product Data: For each type and size of overhead coiling door and accessory.

B. Shop Drawings: For each installation and for special components not dimensioned ordetailed in manufacturer's product data.

1. Include points of attachment and their corresponding static and dynamic loadsimposed on structure.

C. Samples: For each exposed product and for each color and texture specified.




A. Installer Qualifications: An entity that employs installers and supervisors who aretrained and approved by manufacturer for both installation and maintenance of unitsrequired for this Project.

PART 2 - PRODUCTS


A. Structural Performance, Exterior Doors: Capable of withstanding the design windloads.

A


1. Design Wind Load of 20 lbf/sq. ft., acting inward and outward.2. Testing: According to ASTM E 330

B. Seismic Performance: Overhead coiling doors shall withstand the effects of earthquakemotions determined according to ASCE/SEI 7

2.2 DOOR ASSEMBLY

A. Service Door: Overhead coiling door formed with curtain of interlocking metal slats.

1. Manufacturers: Subject to compliance with requirements, provide products byone of the following

a. ACME Rolling Doors.b. Alpine Overhead Doors, Inc.c. Alumatec Pacific Products.d. Amarr Garage Doors.e. ASTA Door Corporation.f. C.H.I. Overhead Doors.g. City-Gates.h. Clopay Building Products.i. Cookson Company.j. Cornell Iron Works, Inc.k. Janus International Corporation.l. Lawrence Roll-Up Doors, Inc.m. McKeon Rolling Steel Door Company, Inc.n. Metro Door.o. Overhead Door Corporation.p. QMI Security Solutions.q. Raynor.r. Southwestern Rolling Steel Door Co.s. Wayne-Dalton Corp.t. <Insert manufacturer's name>.

B. Operation Cycles: Door components and operators capable of operating for not lessthan 20,000.

C. Curtain R-Value: 4.5 deg F x h x sq. ft./ Door Curtain Material: Galvanized steel ORAluminum.

D. Door Curtain Slats: Flat profile slats of 1-7/8 center-to-center height.

E. Bottom Bar: Two angles, each not less than [1-1/2 by 1-1/2 by 1/8 inch (38 by 38 by 3mm) thick] <Insert dimensions>; fabricated from [hot-dip galvanized steel] [stainlesssteel] [or] [aluminum extrusions] and finished [to match door] <Insert requirement>.

F. Curtain Jamb Guides: Galvanized steel with exposed finish matching curtain slats.

G. Hood: Match curtain material and finish.




















A


1. Mounting: As shown on Drawings.

H. Locking Devices: Equip door with locking device assembly and chain lock keeper.

I. Manual Door Operator: Push-up operation

J. Curtain Accessories: Equip door with weatherseals.

2.3 MATERIALS, GENERAL

A. Electrical Components, Devices, and Accessories: Listed and labeled as defined inNFPA 70, by a qualified testing agency, and marked for intended location andapplication.

2.4 DOOR CURTAIN MATERIALS AND CONSTRUCTION

A. Door Curtains: Fabricate overhead coiling-door curtain of interlocking metal slats,designed to withstand wind loading indicated, in a continuous length for width of doorwithout splices. Unless otherwise indicated, provide slats of thickness and mechanicalproperties recommended by door manufacturer for performance, size, and type of doorindicated, and as follows:1. Metal Interior Curtain-Slat Facing: Match metal of exterior curtain-slat face, with

minimum steel thickness of and minimum aluminum thickness of 0.032 inch.

B. Curtain Jamb Guides: Manufacturer's standard angles or channels and angles of samematerial and finish as curtain slats unless otherwise indicated, with sufficient depth andstrength to retain curtain, to allow curtain to operate smoothly, and to withstandloading. Slot bolt holes for guide adjustment. Provide removable stops on guides toprevent overtravel of curtain.

2.5 HOODS

A. General: Form sheet metal hood to entirely enclose coiled curtain and operatingmechanism at opening head. Contour to fit end brackets to which hood is attached.Roll and reinforce top and bottom edges for stiffness. Form closed ends for surface-mounted hoods and fascia for any portion of between-jamb mounting that projectsbeyond wall face. Equip hood with intermediate support brackets as required to preventsagging.

1. Include automatic drop baffle on fire-rated doors to guard against passage ofsmoke or flame.

2.6 LOCKING DEVICES

A. Locking Device Assembly: Fabricate with cylinder lock, spring-loaded dead bolt,operating handle, cam plate, and adjustable locking bars to engage through slots intracks.

A


1. Keys: Three for each cylinder.

B. Chain Lock Keeper: Suitable for padlock.

2.7 CURTAIN ACCESSORIES

A. Weatherseals for Exterior Doors: Equip each exterior door with weather-strippinggaskets fitted to entire exterior perimeter of door for a weather-resistant installationunless otherwise indicated.

2.8 COUNTERBALANCING MECHANISM

A. General: Counterbalance doors by means of manufacturer's standard mechanism withan adjustable-tension, steel helical torsion spring mounted around a steel shaft andcontained in a spring barrel connected to top of curtain with barrel rings. Use grease-sealed bearings or self-lubricating graphite bearings for rotating members.

B. Brackets: Manufacturer's standard mounting brackets of either cast iron or cold-rolledsteel plate.

2.9 MANUAL DOOR OPERATORS

A. General: Equip door with manual door operator by door manufacturer.

B. Push-up Door Operation: Lift handles and pull rope for raising and lowering doors, withcounterbalance mechanism designed so that required lift or pull for door operationdoes not exceed 25 lbf .

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install overhead coiling doors and operating equipment complete with necessaryhardware, anchors, inserts, hangers, and equipment supports; according tomanufacturer's written instructions and as specified.

B. Adjust hardware and moving parts to function smoothly so that doors operate easily,free of warp, twist, or distortion. Lubricate bearings and sliding parts as recommendedby manufacturer. Adjust seals to provide tight fit around entire perimeter.

3.2 DEMONSTRATION

A. Engage a factory-authorized service representative to train Owner's maintenancepersonnel to adjust, operate, and maintain overhead coiling doors.

A





SECTION 09 9113 - EXTERIOR PAINTING

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes surface preparation and the application of paint systems on exteriorsubstrates.

B. 1. Steel.2. Wood.

1.2 DEFINITIONS

A. Gloss Level 1: Not more than 5 units at 60 degrees and 10 units at 85 degrees, according toASTM D 523.

B. Gloss Level 3: 10 to 25 units at 60 degrees and 10 to 35 units at 85 degrees, according toASTM D 523.

C. Gloss Level 4: 20 to 35 units at 60 degrees and not less than 35 units at 85 degrees, accordingto ASTM D 523.

D. Gloss Level 5: 35 to 70 units at 60 degrees, according to ASTM D 523.

E. Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523.

F. Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523.


A. Product Data: For each type of product. Include preparation requirements and applicationinstructions.

B. Samples: For each type of paint system and each color and gloss of topcoat.

C. Product List: For each product indicated. Include printout of current "MPI Approved ProductsList" for each product category specified, with the proposed product highlighted.


A. Furnish extra materials that match products installed and that are packaged with protectivecovering for storage and identified with labels describing contents.1. Paint: 5 percent, but not less than 1 gal. of each material and color applied.




A. Mockups: Apply mockups of each paint system indicated and each color and finish selected toverify preliminary selections made under Sample submittals and to demonstrate aestheticeffects and set quality standards for materials and execution.1. Architect will select one surface to represent surfaces and conditions for application of

each paint system specified in Part 3.a. Vertical and Horizontal Surfaces: Provide samples for Architects approvalb. Other Items: Architect will designate items or areas required.

2. Final approval of color selections will be based on mockups.a. If preliminary color selections are not approved, apply additional mockups of

additional colors selected by Architect at no added cost to Owner.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Products: Subject to compliance with requirements, available products that may be incorporatedinto the Work include, but are not limited to products listed in other Part 2 articles for the paintcategory indicated.

2.2 PAINT, GENERAL

A. MPI (Master Painters Institute) Standards: Provide products that comply with MPI standardsindicated and that are listed in its "MPI Approved Products List."

B. Material Compatibility:1. Provide materials for use within each paint system that are compatible with one another

and substrates indicated, under conditions of service and application as demonstrated bymanufacturer, based on testing and field experience.

2. For each coat in a paint system, provide products recommended in writing bymanufacturers of topcoat for use in paint system and on substrate indicated.

C. VOC Content: Provide materials that comply with VOC limits of authorities having jurisdiction.

D. Colors: As selected by Architect from manufacturer's full range.

2.3 BLOCK FILLERS

A. Block Filler, Latex, Interior/Exterior: MPI #4.

2.4 PRIMERS/SEALERS

A. Primer, Bonding, Water Based: MPI #17.

B. Primer, Bonding, Solvent Based: MPI #69.



2.5 METAL PRIMERS

A. Primer, Alkyd, Anti-Corrosive for Metal: MPI #79.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Applicator present, for compliance with requirementsfor maximum moisture content and other conditions affecting performance of the Work.

B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meteras follows:1. Concrete: 12 percent.2. Masonry (Clay and CMU): 12 percent.3. Wood: 15 percent.4. Portland Cement Plaster: 12 percent.5. Gypsum Board: 12 percent.

C. Verify suitability of substrates, including surface conditions and compatibility with existingfinishes and primers.

D. Proceed with coating application only after unsatisfactory conditions have been corrected.1. Application of coating indicates acceptance of surfaces and conditions.

3.2 PREPARATION

A. Comply with manufacturer's written instructions and recommendations in "MPI Manual"applicable to substrates and paint systems indicated.

B. Clean substrates of substances that could impair bond of paints, including dust, dirt, oil, grease,and incompatible paints and encapsulates.1. Remove incompatible primers and reprime substrate with compatible primers or apply tie

coat as required to produce paint systems indicated.APPLICATION

C. Apply paints according to manufacturer's written instructions and recommendations in "MPIManual."

D. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks,roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and colorbreaks.

3.3 CLEANING AND PROTECTION

A. Protect work of other trades against damage from paint application. Correct damage to work ofother trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, andleave in an undamaged condition.



B. At completion of construction activities of other trades, touch up and restore damaged ordefaced painted surfaces.

3.4 EXTERIOR PAINTING SCHEDULE

A. Concrete Substrates, Nontraffic Surfaces:1. Latex System:

a. Prime Coat: Latex, exterior, matching topcoat.b. Prime Coat: Primer, alkali resistant, water based, MPI #3.c. Intermediate Coat: Latex, exterior, matching topcoat.d. Topcoat: Latex, exterior semi-gloss (Gloss Level 5), MPI #11.e. Intermediate Coat: Sealer, water based, for concrete floors, MPI #99.f. Topcoat: Sealer, water based, for concrete floors, MPI #99.

2. Solvent-Based Clear Sealer System:a. Prime Coat: Sealer, solvent based, for concrete floors, MPI #104.b. Intermediate Coat: Sealer, solvent based, for concrete floors, MPI #104.c. Topcoat: Sealer, solvent based, for concrete floors[, MPI #104].

B. CMU Substrates:1. Latex System:

a. Prime Coat: Block filler, latex, interior/exterior, MPI #4.b. Intermediate Coat: Latex, exterior, matching topcoat.c. Topcoat: Latex, exterior semi-gloss (Gloss Level 5), MPI #11.

C. Steel Substrates:1. Water-Based Light Industrial Coating System:

a. Prime Coat: Primer, alkyd, anti-corrosive for metal, MPI #79.b. Prime Coat: Shop primer specified in Section where substrate is specified.c. Intermediate Coat: Light industrial coating, exterior, water based, matching

topcoat.d. Topcoat: Light industrial coating, exterior, water based, semi-gloss (Gloss

Level 5), MPI #163.




SECTION 099600 - HIGH-PERFORMANCE COATINGS

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes surface preparation and application of high-performance coatingsystems.

1. Exterior Substrates:

a. Concrete vertical surfaces.b. Concrete masonry units (CMU).c. Steel.d. Galvanized metal.

1.2 DEFINITIONS

A. Gloss Level 6: 70 to 85 units at 60 degrees, according to ASTM D 523.

B. Gloss Level 7: More than 85 units at 60 degrees, according to ASTM D 523.


A. Product Data: For each type of product indicated. Include preparation requirementsand application instructions.

B. Samples: For each type of coating system and in each color and gloss of topcoatindicated.

C. Product List: For each product indicated, include printout of current "MPI ApprovedProducts List" for each product category specified in Part 2, with the proposed producthighlighted.


A. Furnish extra materials that match products installed and that are packaged with protective covering for storage and identified with labels describing contents.

1. Coatings: 5 percent, but not less than 1 gal. of each material and color applied.




A. Mockups: Apply mockups of each coating system indicated to verify preliminaryselections made under sample submittals and to demonstrate aesthetic effects and setquality standards for materials and execution.

1. Architect will select one surface to represent surfaces and conditions forapplication of each coating system specified in Part 3.a. Architect will designate items or areas required.

2. Final approval of color selections will be based on mockups.

a. If preliminary color selections are not approved, apply additional mockupsof additional colors selected by Architect at no added cost to Owner.

PART 2 - PRODUCTS

2.1 HIGH-PERFORMANCE COATINGS, GENERAL

A. MPI Standards: Provide products that comply with MPI standards indicated and arelisted in "MPI Approved Products List."

B. Material Compatibility:

1. Provide materials for use within each coating system that are compatible withone another and substrates indicated, under conditions of service and applicationas demonstrated by manufacturer, based on testing and field experience.

2. For each coat in a coating system, provide products recommended in writing bymanufacturers of topcoat for use in coating system and on substrate indicated.

3. Provide products of same manufacturer for each coat in a coating system.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates and conditions, with Applicator present, for compliance withrequirements for maximum moisture content and other conditions affectingperformance of the Work.

1. Maximum Moisture Content of Substrates: When measured with an electronicmoisture meter as follows:

a. Concrete: 12 percent.b. Masonry (Clay and CMU): 12 percent.

B. Verify suitability of substrates, including surface conditions and compatibility withexisting finishes and primers.



C. Proceed with coating application only after unsatisfactory conditions have beencorrected.

1. Beginning coating application constitutes Contractor's acceptance of substratesand conditions.

3.2 PREPARATION

A. Comply with manufacturer's written instructions and recommendations in "MPIArchitectural Painting Specification Manual" applicable to substrates indicated.

B. Clean substrates of substances that could impair bond of coatings, including dust, dirt,oil, grease, and incompatible paints and encapsulates.

1. Remove incompatible primers and reprime substrate with compatible primers orapply tie coat as required to produce coating systems indicated.

3.3 APPLICATION

A. Apply high-performance coatings according to manufacturer's written instructions andrecommendations in "MPI Architectural Painting Specification Manual."

B. Apply coatings to produce surface films without cloudiness, spotting, holidays, laps,brush marks, runs, sags, ropiness, or other surface imperfections. Produce sharp glasslines and color breaks.

3.4 CLEANING AND PROTECTION

A. Protect work of other trades against damage from coating operation. Correct damageby cleaning, repairing, replacing, and recoating, as approved by Architect, and leave inan undamaged condition.

B. At completion of construction activities of other trades, touch up and restore damagedor defaced coated surfaces.

3.5 EXTERIOR HIGH-PERFORMANCE COATING SCHEDULE

A. Concrete Substrates, Vertical Surfaces:

1. Anti-Graffiti Coating:

a. Sherwin Williams Anti-graffiti coating 1K Siloxane - clear (or equal).b. Apply per manufactures instructions.

B. CMU Substrates:1. Anti-Graffiti Coating:



a. Sherwin Williams Anti-graffiti coating 1K Siloxane - clear (or equal).b. Apply per manufactures instructions.

C. Galvanized-Metal Substrates:

1. Epoxy System:

a. Prime Coat: TNEMEC Series 1 Omnithaneb. Topcoat: TNEMEC Series 20 POTA-POX




SECTION 102800 – TOILET ACCESSORIES

PART 1 - GENERAL

1.1 SUMMARY


1. Public-use washroom accessories.



B. Product Schedule: Indicating types, quantities, sizes, and installation locations by roomof each accessory required.

1. Identify locations using room designations indicated.2. Identify products using designations indicated.


A. Warranty: Sample of special warranty.




A. Electrical Components, Devices, and Accessories: Listed and labeled as defined inNFPA 70, by a qualified testing agency, and marked for intended location andapplication.

1.6 WARRANTY

A. Special Mirror Warranty: Manufacturer's standard form in which manufacturer agrees toreplace mirrors that develop visible silver spoilage defects and that fail in materials orworkmanship within specified warranty period.

1. Warranty Period: 15 years from date of Substantial Completion.



PART 2 - PRODUCTS

2.1 PUBLIC-USE WASHROOM ACCESSORIES

A. Manufacturers: Subject to compliance with requirements, provide products by one ofthe following. Basis-of-Design Product: Subject to compliance with requirements,provide product indicated on Drawings or comparable product by one of the following:

1. A & J Washroom Accessories, Inc.2. American Specialties, Inc.3. Bobrick Washroom Equipment, Inc.4. Bradley Corporation.5. GAMCO Specialty Accessories; a division of Bobrick Washroom Equipment, Inc.6. Tubular Specialties Manufacturing, Inc.

B. Toilet Tissue (Roll) Dispenser:1. Description: Double-roll dispenser.2. Mounting: Surface mounted.3. Operation: Noncontrol delivery with theft-resistant spindle.4. Capacity: Designed for standard roll size.5. Material and Finish: Stainless steel, No. 4 finish (satin).

C. Liquid-Soap Dispenser:1. Description: Designed for dispensing soap in liquid form.2. Mounting: Vertically oriented, surface mounted.3. Materials: Stainless steel, No. 4 finish (satin).4. Lockset: Tumbler type.5. Refill Indicator: Window type.

D. Grab Bar:1. Mounting: Flanges with concealed fasteners.2. Material: Stainless steel, 0.05 inch (1.3 mm) thick.

a. Finish: Smooth, No. 4 finish (satin

3. Outside Diameter: 1-1/4 inches.4. Configuration and Length: As indicated on Drawings

2.2 UNDERLAVATORY GUARDS

A. Manufacturers: Subject to compliance with requirements, provide products by one ofthe following:

B. Basis-of-Design Product: Subject to compliance with requirements, provide productindicated on Drawings or comparable product by one of the following:

1. Plumberex Specialty Products, Inc.












2. Truebro by IPS Corporation.3. <Insert manufacturer's name>.

C. Underlavatory Guard:1. Description: Insulating pipe covering for supply and drain piping assemblies that

prevent direct contact with and burns from piping; allow service access withoutremoving coverings.

2. Material and Finish: Antimicrobial, molded plastic, white.

PART 3 - EXECUTION

3.1 INSTALLATION

A. Install accessories according to manufacturers' written instructions, using fastenersappropriate to substrate indicated and recommended by unit manufacturer. Install unitslevel, plumb, and firmly anchored in locations and at heights indicated.

B. Grab Bars: Install to withstand a downward load of at least 250 lbf (1112 N), whentested according to ASTM F 446.

