EXECUTION REQUIREMENTS
Section 01 70 00
SECTION 01 70 00
EXECUTION REQUIREMENTS
1.15 INSTRUCTIONS TO OWNER'S PERSONNEL
A. Instruct Owner's personnel in proper operation and maintenance of all systems, equipment and similar items which were provided as part of Work. Provide maintenance and inspection schedules that conform to manufacturer's recommendations.
B. Contractor shall provide schedule to Owner for approval for each of instruction periods required.
C. Instruction sessions will be held in Owner designated area on project site and at Owner's convenience.
D. Prepare and submit to Architect a sign -in sheet with subject, date and time, signed by all participants for each session.
E. Instructors shall be qualified by product manufacturer in subject matter presented at each session.
PART 2 - PRODUCTS
2.1 MATERIALS - CUTTING AND PATCHING
A. Primary Products: Those required for original installation.
2.2 PRODUCTS FOR PATCHING AND EXTENDING WORK
A. New Materials: As specified in product sections; match existing products and Work for patching and extending Work.
B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing Work as standard.
2.3 CLEANING MATERIALS AND EQUIPMENT
A. Provide required personnel, equipment and materials needed to maintain specified standard of cleanliness.
2.4 COMPATIBILITY
A. Use cleaning materials and equipment that are compatible with surfaces being cleaned, as recommended by manufacturer of material to be cleaned.
PART 3 - EXECUTION
3.1 EXAMINATION - CUTTING AND PATCHING
A. Inspect existing conditions prior to commencing Work, including elements subject to damage or movement during cutting and patching. Confirm status and current warranties and guarantees.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
EXECUTION REQUIREMENTS
Section 01 70 00
SECTION 01 70 00
EXECUTION REQUIREMENTS
B. After uncovering existing Work, inspect conditions affecting performance of Work.
1. Prior to cutting, boring or drilling through new or existing structural members or elements including reinforcing bars not specifically detailed, Contractor shall prepare detailed drawings for review and approval by Architect, Structural Engineer of Record and DSA Field Engineer. Approval by DSA is required prior to commencement of Work.
Agency approvals will be obtained by Architect not Contractor.
C. Beginning of cutting or patching means acceptance of existing conditions.
3.2 PREPARATION - CUTTING AND PATCHING
A. Provide temporary support to ensure structural integrity of Work. Provide devices and methods to protect other portions of Project from damage.
B. Provide protection from elements for areas that may be exposed by uncovering Work.
C. Maintain excavations free of water.
3.3 CUTTING AND PATCHING
A. Execute cutting, fitting, and patching to complete Work.
B. Fit products together, to integrate with other Work.
C. Uncover Work to install ill-timed Work.
D. Remove and replace defective non -conforming Work.
E. Provide openings in Work for penetration of mechanical and electrical Work.
3.4 PERFORMANCE - CUTTING AND PATCHING
A. Execute Work by methods to avoid damage to other Work and which will provide appropriate surfaces to receive patching and finish.
B. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without prior approval. Torches or other flame cutting equipment shall not be used to cut metal studs without prior approval of the Architect.
C. Restore Work with new products in accordance with requirements of Contract Documents.
D. Fit Work airtight to pipes, sleeves, ducts, conduits and other penetrations through surfaces.
E. At penetrations of fire -rated walls, partitions, ceiling or floor construction, completely seal voids with UL -approved fire -rated devices or material in accordance with Section 07 84 00, to full thickness of penetrated element.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
EXECUTION REQUIREMENTS
Section 01 70 00
SECTION 01 70 00
EXECUTION REQUIREMENTS
F. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit.
G. Extend patching to point where patching is not evident unless directed otherwise by Architect.
3.5 SLEEVES AND HANGERS
A. Provide conduit, outlets, piping sleeves, boxes, inserts or other materials or equipment necessary to be built into Work. Promptly furnish same and set such sleeves or other materials as construction program required.
B. In event delays occur in delivery of sleeves or other materials, arrange to have boxes or other forms set at locations where piping or other material is to pass through or into slabs or other Work.
C. Upon subsequent installation of sleeves or other material, install fill materials as required. Necessary expenditures incurred for boxing out or filling shall be without extra cost to Owner.
3.6 PROGRESS CLEANING
A. General:
1. Retain stored items in orderly arrangement allowing maximum access, not impeding drainage or traffic and providing required protection of materials.
2. Do not allow accumulation of scrap, debris, waste material, and other items not required for construction of this Work.
3. At least twice each month, and more often if necessary, remove scrap, debris, and waste material from jobsite.
4. Provide adequate storage for items waiting removal from jobsite, observing requirements for fire protection and protection of ecology.
B. Site:
1. Daily, and more often if necessary, inspect site and pick up all scrap, debris, and waste material. Remove items to place designated for their storage.
Combustible waste shall be removed from site. Flammable waste shall be kept in sealed metal containers until removed from site.
2. Weekly, and more often if necessary, inspect, arrangements of materials stored on site, re -stack, tidy, or otherwise service arrangements to meet requirements specified above.
3. Maintain site in neat and orderly condition.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
EXECUTION REQUIREMENTS
Section 01 70 00
SECTION 01 70 00
EXECUTION REQUIREMENTS
C. Structures:
1. Weekly, and more often if necessary, inspect structures and pick up scrap, debris, and waste material. Remove items to place designated for their storage.
2. Weekly, and more often if necessary, sweep interior spaces clean. a. "Clean", for purpose of this subparagraph, shall be interpreted as meaning free from dust and other material capable of being removed by use of reasonable effort and handheld broom, i.e., "broom -clean"
3. As required preparatory to installation of succeeding materials, clean structures of pertinent portions thereof to degree of cleanliness recommended by manufacturer of succeeding material, using equipment and materials required to achieve required cleanliness.
4. Clean substrate; remove dirt, oil, grease, construction markings, and foreign matter that could adversely affect surface finish appearance or performance.
5. Following installation of finish floor materials, clean finish floor daily, and more often if necessary, and while Work is being performed in space in which finish materials have been installed.
a. "Clean", for purpose of this subparagraph, shall be interpreted as meaning free from foreign materials which, in opinion of Architect, may be injurious to finish floor material, i.e., "vacuum clean"
3.7 FINAL CLEANING
A. Definition: Except as otherwise specifically provided, "clean", for purpose of Article, shall be interpreted as meaning level of cleanliness generally provided by skilled cleaners using commercial quality building maintenance equipment and materials, i.e., "scrub and polish clean"
B. General: Complete following cleaning operations before requesting inspection for certification of Notice of Completion.
1. Prior to completion of Work, remove from jobsite all tools, surplus materials, equipment, scrap, debris, and waste, conduct final progress cleaning as described above.
2. 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.
a. Unless otherwise specifically directed by Architect, water and broom clean paved areas on site and public paved areas directly adjacent to site. Remove resultant debris.
3. Rake grounds that are neither planted nor paved to smooth, even -textured surface.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
EXECUTION REQUIREMENTS
Section 01 70 00
SECTION 01 70 00
EXECUTION REQUIREMENTS
4. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.
C. Structures:
1. Exterior: In areas affected by Work under this Contract, visually inspect exterior surfaces and remove traces of soils, waste material, smudges and other foreign matter. Remove traces of splashed material from adjacent surfaces. If necessary to achieve uniform degree of exterior cleanliness, hose down exterior of structure. In event of stubborn stains not removable with water, Architect may require light sandblasting or other cleaning at no additional cost to Owner.
2. Interior: In areas affected by Work under this Contract, visually inspect interior surfaces and remove traces of soil waste material, smudges, and other foreign matter. Remove traces of splashed materials from adjacent surfaces. Remove paint drippings, spots, stains, and dirt from finished surfaces. Use only cleaning materials and equipment instructed by manufacturer of surface material.
3. 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.
4. Polished Surfaces: On surfaces requiring routine application of buffed polish, apply polish recommended by manufacturer of material being polished. Glossy surfaces shall be cleaned and shined as intended by manufacturer.
5. Carpet: Use only dry -chemical method of cleaning. Steam cleaning or water based cleaning shall not be used on carpet. Use only dry -chemical materials and methods fully approved by carpet manufacturer, as instructed in manufacturer's published literature.
6. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. a. Do not paint over "UL" and similar labels, including mechanical and electrical nameplates.
D. Mechanical and Electrical Systems
1. Wipe surfaces of mechanical and electrical equipment, and similar equipment.
Remove excess lubrication, paint and mortar droppings, and other foreign substances.
2. Replace parts subject to unusual operating conditions.
3. Clean plumbing fixtures to a sanitary condition, free of stains, including stains resulting from water exposure.
4. Replace disposable air filters and clean permanent air filters. Clean exposed
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
EXECUTION REQUIREMENTS
Section 01 70 00
SECTION 01 70 00
EXECUTION REQUIREMENTS
surfaces of diffusers, registers, and grills.
5. Clean ducts, blowers, and coils if units were operated without filters during construction.
6. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.
Replace burned -out bulbs, and those noticeably dimmed by hours of use and defective and noisy starters in fluorescent and mercury vapor fixtures to comply with requirements for new fixtures.
E. Timing: Schedule final cleaning acceptable to the Architect to enable Owner to accept completely clean project.
3.8 CLEANING DURING OWNER'S OCCUPANCY
A. Should Owner occupy Work or any portion thereof prior to its completion by Contractor and acceptance by Owner, responsibilities for interim and final cleaning of occupied spaces shall be determined by Architect in accordance with General Conditions of the Contract.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
EXECUTION REQUIREMENTS
Section 01 70 00
SECTION 01 70 00
EXECUTION REQUIREMENTS
THIS PAGE INTENTIONALLY LEFT BLANK
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
EXECUTION REQUIREMENTS
Section 01 70 00
SECTION 01 74 19
CONSTRUCTION WASTE MANAGEMENT
SECTION 01 74 19 - CONSTRUCTION WASTE MANAGEMENT
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes: Preparation and implementation, including reporting and documentation, of a Waste Management Plan for reusing, recycling, salvage or disposal of non -hazardous waste materials generated during demolition and/or new construction (Construction & Demolition (C&D) Waste), to foster material recovery and re -use and to minimize disposal in landfills.
B. Related Sections
1. Section 01 30 00 Administrative Requirements
1.2 REFERENCES
A. California Integrated Waste Management Act of 1989 (AB 939) B. California Code of Regulations Title 14, Section 18700
1.3 ACTION SUBMITTALS
A. Waste Management Plan (Appendix A): Within 10 calendar days after the Notice to Proceed and prior to any waste removal, submit the following to the Architect for review and approval. Update quarterly. Include:
1. Materials to be recycled, reused or salvaged, either onsite or offsite.
2. Estimates of construction waste quantity (in tons) by type of material. (If waste is measured by volume, give factors for conversion to weight in tons.)
3. Procedures for recycling/ reuse program.
4. Permit or license and location of Project waste -disposal areas.
5. Site plan for placement of waste containers.
B. Waste Management Monthly Progress Report (Appendix B): Summary of waste generated by Project, monthly with Application for Payment. Include:
1. Firms accepting the recovered or waste materials.
2. Type and location of accepting facilities (landfill, recovery facility, used materials yard, etc.). If materials are reused or recycled on the Project site, location should be designated as "on -site reuse/recycling".
3. Type of materials and net weight (tons) of each.
4. Value of the materials or disposal fee paid.
5. Attach weigh bills and other documentation confirming amount and disposal location of waste materials.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CONSTRUCTION WASTE MANAGEMENT
Section 01 74 19
SECTION 01 74 19
CONSTRUCTION WASTE MANAGEMENT
C. Waste Management Final Compliance Report: Final update of Waste Management Plan to provide summary of total waste generated by Project.
PART 2 - PRODUCTS
2.1 SYSTEM DESCRIPTION
A. Collection and separation of all construction waste materials generated on -site, reuse or recycling on -site, transportation to approved recyclers or reuse organizations, or transportation to legally designated landfills, for the purpose of recycling salvaging and/or reusing a minimum of 75% of the construction waste generated.
PART 3 - EXECUTION
3.1 IMPLEMENTATION
A. Implement approved Waste Management Plan including collecting, segregating, storing, transporting, and documenting each type of waste material generated, recycled or reused or disposed in landfills.
B. Designate an on -site person to be responsible for instructing workers and overseeing the sorting and recording of waste/recyclable materials.
C. Include waste management and recycling in worker orientation and as an agenda item for regular Project meetings.
D. Recyclable and waste bin areas shall be limited to areas approved on the Waste Management Plan. Keep recycling and waste bins neat and clearly marked to avoid contamination of materials.
3.2 ATTACHMENTS
A. Appendix A: Waste Management Plan
B. Appendix B: Waste Management Monthly Progress Report
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CONSTRUCTION WASTE MANAGEMENT
Section 01 74 19
CONTRACTOR'S CONSTRUCTION WASTE AND RECYCLING PLAN
(Submit After Award of Contract and Prior to Start of Work) Project Title:
Contract or Work Order No.:
Contractor's Name:
Street Address:
City:
State:
Zip:
Phone: ( )
Fax: ( )
E -Mail Address:
Prepared by: (Print Name)
Date Submitted:
Project Period:
From:
TO:
Reuse, Recycling or Disposal Processes To Be Used
Describe the types of recycling processes or disposal activities that will be used for material generated in the project. Indicate the type of process or activity by number, types of materials, and estimated quantities that will be recycled or disposed in the sections below:
01 - Reuse of building materials or salvage items on site (i.e. crushed base or red clay brick) 02 - Salvaging building materials or salvage items at an offsite salvage or re -use center (i.e. lighting, fixtures) 03 - Recycling source separated materials on site (i.e. crushing asphalt/concrete for reuse or grinding for mulch) 04 - Recycling source separated materials at an offsite recycling center (i.e. scrap metal or green materials) 05 - Recycling commingled loads of C&D materials at an offsite mixed debris recycling center or transfer station 06 - Recycling material as Alternative Daily Cover at landfills 07 - Delivery of soils or mixed inerts to an inert landfill for disposal (inert fill). 08 - Disposal at a landfill or transfer station.
09 - Other (please describe)
Types of Material To Be Generated
Use these codes to indicate the types of material that will be generated on the project A = Asphalt C = Concrete M = Metals I = Mixed Inert G = Green Materials D = Drywall P/C=Paper/Cardboard W/C = Wire/Cable S= Soils (Non Hazardous) M/C = Miscellaneous Construction Debris R = Reuse/Salvage W = Wood 0 = Other (describe) Facilities Used: Provide Name of Facility and Location (City) Total Truck Loads: Provide Number of Trucks Hauled from Site During Reporting Period Total Quantities: If scales are available at sites, report in tons. If not, quantify by cubic yards. For salvage/reuse items, quantify by estimated weight (or units).
SECTION I - RE-USED/RECYCLED MATERIALS
Include all recycling activities for source separated or mixed material recycling centers where recycling will occur.
Type of
Material
Type of
Activity
Facility to be Used/Location
Total Truck
Loads
Total Quantities
Tons
Cubic YD
Other Wt.
a. Total Diversion
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
FORM ATTACHMENTS
Section 01 74 19.01
CONTRACTOR'S CONSTRUCTION WASTE AND RECYCLING PLAN
Continued
SECTION II - DISPOSED MATERIALS
Include all disposal activities for landfills, transfer stations, or inert landfills where no recycling will occur.
Type of
Material
Type of
Activity
Facility to be Used/Location
Total Truck
Loads
Total Quantities
Tons
Cubic YD
Other
Wt.
b. Total Disposal
0 0
0 SECTION III - TOTAL MATERIALS GENERATED
This section calculates the total materials to be generated during the project period (Reuse/Recycle + Disposal = Generation Tons
Cubic YD
Other Wt.
a. Total Reused/Recycled
0 0
0 b. Total Disposed
0 0
0 c. Total Generated
0 0
0 SECTION IV - CONTRACTOR'S LANDFILL DIVERSION RATE CALCULATION Add totals from Section I + Section II
Tons
Cubic YD
Other
Wt.
a. Materials Re -Used and Recycled
0 b. Materials Disposed
0 c. Total Materials Generated (a. + b. = c.)
0 0
0 d. Landfill Diversion Rate (Tonnage Only)*
* Use tons only to calculate recycling percentages: Tons Reused/Recycled/Tons Generated = % Recycled Contractor's Comments (Provide any additional information pertinent to planned reuse, recycling, or disposal activities):
Notes:
1. Suggested Conversion Factors: From Cubic Yards to Tons c. Ferrous Metals: .22 (ex. 1000 CY Ferrous Metal = 220 (Use when scales are not available) tons)
a. Asphalt: .61 (ex. 1000 CY Asphalt = 610 tons. Applies to d. Non -Ferrous Metals: .10 (ex. 1000 CY Non -Ferrous broken chunks of asphalt) Metals = 100 tons)
b. Concrete: .93 (ex. 1000 CY Concrete = 930 tons. Applies e. Drywall Scrap: .20 to broken chunks of concrete) f. Wood Scrap: .16
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
FORM ATTACHMENTS
Section 01 74 19.01
CONTRACTOR'S REUSE, RECYCLING, AND DISPOSAL REPORT
(Submit With Each Progress Payment)
Project Title:
Contract or Work Order No.:
Contractor's Name:
Street Address:
City:
State:
Zip:
Phone: ( )
Fax: ( )
E -Mail Address:
Prepared by: (Print Name)
Date Submitted:
Project Period:
From:
TO:
Reuse, Recycling or Disposal Processes to Be Used
Describe the types of recycling processes or disposal activities that will be used for material generated in the project. Indicate the type of process or activity by number, types of materials, and estimated quantities that will be recycled or disposed in the sections below:
01 - Reuse of building materials or salvage items on site (i.e. crushed base or red clay brick) 02 - Salvaging building materials or salvage items at an offsite salvage or re -use center (i.e. lighting, fixtures) 03 - Recycling source separated materials on site (i.e. crushing asphalt/concrete for reuse or grinding for mulch) 04 - Recycling source separated materials at an offsite recycling center (i.e. scrap metal or green materials) 05 - Recycling commingled loads of C&D materials at an offsite mixed debris recycling center or transfer station 06 - Recycling material as Alternative Daily Cover at landfills 07 - Delivery of soils or mixed inerts to an inert landfill for disposal (inert fill). 08 - Disposal at a landfill or transfer station.
09 - Other (please describe)
Types of Material To Be Generated
Use these codes to indicate the types of material that will be generated on the project A = Asphalt C = Concrete M = Metals I = Mixed Inert G = Green Materials D = Drywall P/C=Paper/Cardboard W/C = Wire/Cable S= Soils (Non -Hazardous) M/C = Miscellaneous Construction Debris R = Reuse/Salvage W = Wood 0 = Other (describe) Facilities Used: Provide Name of Facility and Location (City) Total Truck Loads: Provide Number of Trucks Hauled from Site During Reporting Period Total Quantities: If scales are available at sites, report in tons. If not, quantify by cubic yards. For salvage/reuse items, quantify by estimated weight (or units).
SECTION I - RE-USED/RECYCLED MATERIALS
Include all recycling activities for source separated or mixed material recycling centers where recycling will occur.
Type of
Material
Type of
Activity
Facility to be Used/Location
Total Truck
Loads
Total Quantities
Tons
Cubic YD
Other Wt.
a. Total Diversion
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CONTRACTOR'S REUSE, RECYCLING,
AND DISPOSAL REPORT
Appendix to 01 74 19 - 3
CONTRACTOR'S REUSE, RECYCLING, AND DISPOSAL REPORT
Continued
SECTION II - DISPOSED MATERIALS
Include all disposal activities for landfills, transfer stations, or inert landfills where no recycling will occur.
Type of
Material
Type of
Activity
Facility to be Used/Location
Total Truck
Loads
Total Quantities
Tons
Cubic YD
Other
Wt.
b. Total Disposal
SECTION III - TOTAL MATERIALS GENERATED
This section calculates the total materials to be generated during the project period (Reuse/Recycle + Disposal = Generation Tons
Cubic YD
Other Wt.
a. Total Reused/Recycled
b. Total Disposed
c. Total Generated
SECTION IV - CONTRACTOR'S LANDFILL DIVERSION RATE CALCULATION Add totals from Section I + Section II
Tons
Cubic YD
Other
Wt.
a. Materials Re -Used and Recycled
b. Materials Disposed
c. Total Materials Generated (a. + b. = c.)
d. Landfill Diversion Rate (Tonnage Only)*
* Use tons only to calculate recycling percentages: Tons Reused/Recycled/Tons Generated = % Recycled Contractor's Comments (Provide any additional information pertinent to planned reuse, recycling, or disposal activities):
Notes:
1. Suggested Conversion Factors: From Cubic Yards to Tons c. Ferrous Metals: .22 (ex. 1000 CY Ferrous Metal = 220 (Use when scales are not available) tons)
a. Asphalt: .61 (ex. 1000 CY Asphalt = 610 tons. Applies to d. Non -Ferrous Metals: .10 (ex. 1000 CY Non -Ferrous broken chunks of asphalt) Metals = 100 tons)
b. Concrete: .93 (ex. 1000 CY Concrete = 930 tons. Applies e. Drywall Scrap: .20 to broken chunks of concrete) f. Wood Scrap: .16
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CONTRACTOR'S REUSE, RECYCLING,
AND DISPOSAL REPORT
Appendix to 01 74 19 - 4
SECTION 01 77 00
CLOSEOUT PROCEDURES
SECTION 01 77 00 - CLOSEOUT PROCEDURES
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 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 0178 39 "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of cleaning agent.
B. Contractor's List of Incomplete Items: Initial submittal at Substantial Completion.
C. Certified List of Incomplete Items: Final submittal at final completion.
1.4 CLOSEOUT SUBMITTALS
A. Certificates of Release: From authorities having jurisdiction.
B. Certificate of Insurance: For continuing coverage.
C. Field Report: For pest control inspection.
1.5 MAINTENANCE MATERIAL SUBMITTALS
A. Schedule of Maintenance Material Items: For maintenance material submittal items specified in other Sections.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT PROCEDURES
Section 0177 00
SECTION 01 77 00
CLOSEOUT PROCEDURES
1.6 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 ten (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, including project record documents, operation and maintenance manuals, 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.
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 testing, adjusting, and balancing records.
6. Submit sustainable design submittals not previously submitted.
7. Submit changeover information related to Owner's occupancy, use, operation, and maintenance.
C. Procedures Prior to Substantial Completion: Complete the following a minimum of ten (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.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT PROCEDURES
Section 0177 00
SECTION 01 77 00
CLOSEOUT PROCEDURES
5. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training video recordings.
6. Advise Owner of changeover in utility services.
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.
10. Touch up paint 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 ten (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. 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.
1.7 FINAL COMPLETION PROCEDURES
A. Submittals Prior to Final Completion: Before requesting final inspection for determining final completion, complete the following:
1. Submit a final Application for Payment according to Section 0120 00 "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.
5. Submit final completion photographic documentation.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT PROCEDURES
Section 0177 00
SECTION 01 77 00
CLOSEOUT PROCEDURES
B. Inspection: Submit a written request for final inspection to determine acceptance 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 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. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.
1.8 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. Include the following information at the top of each page:
a. Project name.
b. Date.
c. Name of Architect.
d. Name of Contractor.
e. Page number.
4. Submit list of incomplete items in the following format:
a. MS Excel electronic file. Architect will return annotated file. b. PDF electronic file. Architect will return annotated file. c. Web -based project software upload. Utilize software feature for creating and updating list of incomplete items (punch list).
d. Three (3) paper copies. Architect will return two (2) copies.
1.9 SUBMITTAL OF PROJECT WARRANTIES
A. Time of Submittal: Submit written warranties on request of Architect for designated portions of the Work where warranties are indicated to commence on dates other than date of Substantial Completion, or when delay in submittal of warranties might limit Owner's rights under warranty.
B. Partial Occupancy: Submit properly executed warranties within fifteen (15) days of completion of designated portions of the Work that are completed and occupied or used by Owner during construction period by separate agreement with Contractor.
C. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT PROCEDURES
Section 0177 00
SECTION 01 77 00
CLOSEOUT PROCEDURES
D. Warranty Electronic File: Provide warranties and bonds in PDF format. Assemble complete warranty and bond submittal package into a single electronic PDF file with bookmarks enabling navigation to each item.
Provide bookmarked table of contents at beginning of document.
1. Submit on digital media acceptable to Architect by email to Architect.
E. Warranties in Paper Form:
1. Bind warranties and bonds in heavy-duty, three-ring, vinyl -covered, loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8 -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.
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 or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.
1. Use cleaning products that comply with Green Seal's GS -37, or if GS -37 is not applicable, use products that comply with the California Code of Regulations maximum allowable VOC levels.
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.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT PROCEDURES
Section 0177 00
SECTION 01 77 00
CLOSEOUT PROCEDURES
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 not planted, mulched, or 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.
Vacuum carpet and similar soft surfaces, removing debris and excess nap; clean according to manufacturer's recommendations if visible soil or stains remain.
Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision -obscuring materials. Polish mirrors and glass, taking care not to scratch surfaces.
k. Remove labels that are not permanent.
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 ducts, blowers, and coils if units were operated without filters during construction or that display contamination with particulate matter on inspection. p. Clean luminaires, lamps, globes, and reflectors to function with full efficiency. q. Leave Project clean and ready for occupancy.
C. Pest Control: Comply with pest control requirements in Section 0150 00 "Temporary Facilities and Controls." Prepare written report.
D. Construction Waste Disposal: Comply with waste disposal requirements in Section 0150 00 "Temporary Facilities and Controls." and Section 01 74 19 "Construction Waste Management and Disposal."
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT PROCEDURES
Section 0177 00
SECTION 01 77 00
CLOSEOUT PROCEDURES
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.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT PROCEDURES
Section 0177 00
SECTION 0177 00
CLOSEOUT PROCEDURES
THIS PAGE INTENTIONALLY LEFT BLANK
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT PROCEDURES
Section 0177 00
SECTION 01 78 00
CLOSE OUT SUBMITTALS
SECTION 01 78 00 - CLOSEOUT SUBMITTALS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Project Record Documents.
B. Operation and Maintenance Data.
C. Warranties and bonds.
1.2 RELATED REQUIREMENTS
A. Section Owner issued Bidding Instructions and General Conditions: Performance bond and labor and material payment bonds, warranty, and correction of work.
B. Section 01 30 00 - Administrative Requirements: Submittals procedures, shop drawings, product data, and samples.
C. Section 0140 00 - Quality Requirements: Code Required Special Inspections & Procedures:
Construction oversight procedures regarding the execution, approval, and closeout of this building project.
D. Section 01 70 00 - Execution and Closeout Requirements: Contract closeout procedures.
E. Individual Product Sections: Specific requirements for operation and maintenance data.
F. Individual Product Sections: Warranties required for specific products or Work.
1. Special Project warranty requirements for specific products or elements of the Work; commitments and agreements for continuing services to Owner.
1.3 DEFINITIONS
A. Warranty: Assurance to Owner by Contractor, installer, supplier, manufacturer or other party responsible as warrantor, for the quantity, quality, performance and other representations of a product, system service of the Work, in whole or in part, for the duration of the specified period of time.
B. Guarantee: Assurance to Owner by Contractor or product manufacturer or other specified party, as guarantor, that the specified warranty will be fulfilled by the guarantor in the event of default by the warrantor.
C. Standard Product Warranty: Preprinted, written warranty published by product manufacturer for particular products and specifically endorsed by the manufacturer to the Owner.
D. Special Project Warranty: Written warranty required by or incorporated into Contract Documents, to extend time limits provided by standard warranty or to provide greater rights for Owner.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT SUBMITTALS
Section 01 78 00
SECTION 01 78 00
CLOSE OUT SUBMITTALS
E. Correction Period: As defined in the Conditions of the Contract, Correction Period shall be synonymous with "warranty period" "guarantee period" and similar terms used in the Contract Specifications.
1.4 SUBMITTALS
A. Advance Submittals: For equipment and systems, or component parts of systems, put into service during construction and operated by Owner, submit documents within ten days of start of operation by Owner.
B. Final Completion Submittals: Prior to application for final payment, Contractor shall submit 3 copies the following:
1. Agency Document Submittals: Submit to Owner all documents required by authorities having jurisdiction, including serving utilities and other agencies. Submit original versions of all permit cards, with final sign -off by inspectors. Submit all certifications of inspections and tests.
a. Contractor shall also complete all required contractor forms and obtain approval of these same forms. Comply with "Final Certification of Construction" per Title 24 Part 1 section 4-339.
1) Form -6.C: Verified Report - Contractor: From each Contractor having a contract with the Owner.
2. Final Specifications Submittals: Submit to Owner all documents and products required by Specifications to be submitted, including the following:
a. Project record drawings and specifications.
b. Operating and maintenance data.
c. Guarantees, warranties and bonds.
d. Spare parts and extra stock.
e. Test reports and certificates of compliance.
3. Certificates of Compliance and Test Report Submittals: Submit to Owner certificates and reports as specified and as required by authorities having jurisdiction, including the following:
a. Sterilization of water systems.
b. Gas system tests.
c. Lighting, power and signal system tests.
d. Ventilation equipment and air balance tests.
e. Roofing inspections and tests.
4. Lien and Bonding Company Releases: Submit to Owner, with copy to Architect, evidence of satisfaction of encumbrances on Project by completion and submission of The American Institute of Architects Forms:
a. G706 - Contractor's Affidavit of Payment of Debts and Claims; b. G706A - Contractor's Affidavit of Release of Liens;
c. (if applicable) G707 - Consent of Surety;
d. or forms as as agreed to by the Owner.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT SUBMITTALS
Section 01 78 00
SECTION 01 78 00
CLOSE OUT SUBMITTALS
e. Comply also with other requirements of Owner, as directed. f. All signatures shall be notarized.
5. Subcontractor List: Submit to two copies to Owner and two copies to Architect of updated Subcontractor and Materials Supplier List.
6. Warranty Documents: Prepare and submit to Owner all warranties and bonds as specified in Contract General Conditions and this Section.
C. Project Record Documents: Submit documents to Architect with claim for final Application for Payment.
D. Operation and Maintenance Data:
1. Submit two copies of preliminary draft or proposed formats and outlines of contents before start of Work. Architect will review draft and return one copy with comments.
2. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit completed documents within ten days after acceptance.
3. Submit one copy of completed documents 15 days prior to final inspection. This copy will be reviewed and returned after final inspection, with Architect comments. Revise content of all document sets as required prior to final submission.
4. Submit two sets of revised final documents in final form within 10 days after final inspection.
E. Warranties and Bonds:
1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within 10 days after acceptance.
2. Make other submittals within 10 days after Date of Substantial Completion, prior to final Application for Payment.
3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within 10 days after acceptance, listing the date of acceptance as the beginning of the warranty period.
1.5 WARRANTIES AND GUARANTEES
A. General:
1. Provide all warranties and guarantees with Owner named as beneficiary.
2. For equipment and products, or components thereof, bearing a manufacturer's warranty or guarantee that extends for a period of time beyond the Contractor's warranty and guarantee, so state in the warranty or guarantee.
B. Provisions for Special Warranties: Refer to Conditions of the Contract for terms of the Contractor's special warranty of workmanship and materials.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT SUBMITTALS
Section 01 78 00
SECTION 01 78 00
CLOSE OUT SUBMITTALS
C. General Warranty and Guarantee Requirements:
1. Warranty shall be an agreement to repair or replace, without cost and undue hardship to Owner, Work performed under the Contract which is found to be defective during the Correction Period (warranty or guarantee) period.
2. Repairs and replacements due to improper maintenance or operation, or due to normal wear, usage and weathering are excluded from warranty requirements unless otherwise specified.
D. Specific Warranty and Guarantee Requirements: Specific requirements are included in product Specifications Sections of Divisions 3 through 32, including content and limitations.
E. Disclaimers and Limitations:
1. Manufacturer's disclaimers and limitations on product warranties and guarantees shall not relieve Contractor of responsibility for warranty and guarantee requirements.
2. This applies to the Work that incorporates such products, nor shall they relieve suppliers, manufacturers, and installers required to countersign special warranties with Contractor.
F. Related Damages and Losses: When correcting warranted Work that has been found defective, remove and replace other Work that has been damaged as a result of such defect or that must be removed and replaced to provide access for correction of warranted Work.
G. Reinstatement of Warranty:
1. When Work covered by a warranty has been found defective and has been corrected by replacement or rebuilding, reinstate the warranty by written endorsement.
2. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation.
H. Replacement Cost:
1. Upon determination that Work covered by a warranty has been found to be defective, replace or reconstruct the Work to a condition acceptable to Owner, complying with applicable requirements of the Contract Documents.
2. Contractor shall be responsible for all costs for replacing or reconstructing defective Work regardless of whether Owner has benefited from use of the Work through a portion of its anticipated useful service life.
I. Owner's Recourse:
1. Written warranties made to the Owner shall be in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies otherwise available under law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties, obligations, rights, or remedies.
2. Rejection of Warranties:
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT SUBMITTALS
Section 01 78 00
SECTION 01 78 00
CLOSE OUT SUBMITTALS
a. The Owner reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents.
J. Warranty as Condition of Acceptance:
1. Owner reserves the right to refuse to accept Work for the Project where a special warranty, certification, or similar commitment shall be required on such Work or part of the Work, until evidence is presented that entities required to countersign such commitments are willing to do so.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.1 PROJECT RECORD DOCUMENTS
A. Record Documents are to be maintained and submitted in searchable live electronic format (PDF).
1. Develop in compliance with Section 01 30 00 - Administrative Requirements.
2. Acceptable markup software:
a. Adobe Acrobat Professional.
b. Bluebeam Revu.
B. Maintain on site one set of the following record documents; record actual revisions to the Work:
1. Contract Drawings.
2. Project Manual with Specifications.
3. Addenda.
4. Change Orders and other modifications to the Contract.
5. Reviewed shop drawings, product data, and samples.
6. Manufacturer's instruction for assembly, installation, and adjusting.
C. Ensure entries are complete and accurate, enabling future reference by Owner.
D. Store record documents separate from documents used for construction.
E. Record information concurrent with construction progress.
F. Specifications: Legibly mark and record at each product section description of actual products installed, including the following:
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT SUBMITTALS
Section 01 78 00
SECTION 01 78 00
CLOSE OUT SUBMITTALS
1. Manufacturer's name and product model and number.
2. Product substitutions or alternates utilized.
3. Changes made by Addenda and modifications.
4. Provide copies of all approved addenda, directives, corrections, and change orders affecting the associated project.
a. These copies shall be included with the "Bid Set" and/or "Record Set" listed above and formatted as detailed above.
G. Record Drawings and Shop Drawings: Legibly mark each item to record actual construction including:
1. Reproducible set of Contract Drawings will be provided to Contractor by Owner through Architect.
2. Measured depths of foundations in relation to finish first floor datum.
3. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent surface improvements.
4. Measured locations of internal utilities and appurtenances concealed in construction, referenced to visible and accessible features of the Work.
5. Field changes of dimension and detail.
6. Details not on original Contract drawings.
a. Application of copies of details produced and provided by Architect during construction will be accepted.
H. Submission: Submit Record Documents in searchable (live text and redlines mark-ups; not scanned) PDF format to Architect prior to final Application for Payment.
1. Maintain one additional paper copy and one in PDF format (on CD) of the fire suppression and fire protection detection system drawings and specifications at the building premises.
a. One copy is to be kept on site for a period of three years to comply with CFC section 901.6.2.
3.2 OPERATION AND MAINTENANCE DATA
A. Source Data: For each product or system, list names, addresses and telephone numbers of Subcontractors and suppliers, including local source of supplies and replacement parts.
B. Product Data: Mark each sheet to clearly identify specific products and component parts, and data applicable to installation. Delete inapplicable information.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT SUBMITTALS
Section 01 78 00
SECTION 01 78 00
CLOSE OUT SUBMITTALS
C. Drawings: Supplement product data to illustrate relations of component parts of equipment and systems, to show control and flow diagrams. Do not use Project Record Documents as maintenance drawings.
D. Typed Text: As required to supplement product data. Provide logical sequence of instructions for each procedure, incorporating manufacturer's instructions.
3.3 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES A. For Each Product, Applied Material, and Finish:
1. Product data, with catalog number, size, composition, and color and texture designations.
2. Information for re -ordering custom manufactured products.
B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning agents and methods, precautions against detrimental cleaning agents and methods, and recommended schedule for cleaning and maintenance.
C. Moisture protection and weather -exposed products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair.
D. Additional information as specified in individual product specification sections.
E. Where additional instructions are required, beyond the manufacturer's standard printed instructions, have instructions prepared by personnel experienced in the operation and maintenance of the specific products.
3.4 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS A. For Each Item of Equipment and Each System:
1. Description of unit or system, and component parts.
2. Identify function, normal operating characteristics, and limiting conditions.
3. Include performance curves, with engineering data and tests.
4. Complete nomenclature and model number of replaceable parts.
B. Where additional instructions are required, beyond the manufacturer's standard printed instructions, have instructions prepared by personnel experienced in the operation and maintenance of the specific products.
C. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications; typed.
D. Include color coded wiring diagrams as installed.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT SUBMITTALS
Section 01 78 00
SECTION 01 78 00
CLOSE OUT SUBMITTALS
E. Operating Procedures: Include start-up, break-in, and routine normal operating instructions and sequences. Include regulation, control, stopping, shut -down, and emergency instructions.
Include summer, winter, and any special operating instructions.
F. Maintenance Requirements: Include routine procedures and guide for preventative maintenance and trouble shooting; disassembly, repair, and reassembly instructions; and alignment, adjusting, balancing, and checking instructions.
G. Provide servicing and lubrication schedule, and list of lubricants required.
H. Include manufacturer's printed operation and maintenance instructions.
Include sequence of operation by controls manufacturer.
J. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams required for maintenance.
K. Provide control diagrams by controls manufacturer as installed.
L. Provide Contractor's coordination drawings, with color coded piping diagrams as installed.
M. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams.
N. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in storage.
1. Parts Data:
a. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams as necessary for service and maintenance.
b. Include complete nomenclature and catalog numbers for consumable and replacement parts.
c. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in stock by the Owner or operator.
O. Include test and balancing reports.
P. Additional Requirements: As specified in individual product specification sections.
3.5 ASSEMBLY OF OPERATION AND MAINTENANCE MANUALS
A. Assemble operation and maintenance data into durable manuals for Owner's personnel use, with data arranged in the same sequence as, and identified by, the specification sections.
1. Provide duplicate electronic formatted (PDF) versions of the O&M binder for record purposes. Organize the same as the printed versions.
B. Where systems involve more than one specification section, provide separate tabbed divider for each system.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT SUBMITTALS
Section 01 78 00
SECTION 01 78 00
CLOSE OUT SUBMITTALS
C. Binders: Commercial quality, 8-1/2 by 11 inch three D side ring binders with durable plastic covers; 2 inch maximum ring size. When multiple binders are used, correlate data into related consistent groupings.
D. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE INSTRUCTIONS; identify title of Project; identify subject matter of contents.
E. Project Directory: Title and address of Project; names, addresses, and telephone numbers of Architect, Consultants, Contractor and subcontractors, with names of responsible parties.
F. Tables of Contents: List every item separated by a divider, using the same identification as on the divider tab; where multiple volumes are required, include all volumes Tables of Contents in each volume, with the current volume clearly identified.
G. Dividers: Provide tabbed dividers for each separate product and system; identify the contents on the divider tab; immediately following the divider tab include a description of product and major component parts of equipment.
H. Text: Manufacturer's printed data, or typewritten data on 20 pound paper.
Drawings: Provide with reinforced punched binder tab. Bind in with text; fold larger drawings to size of text pages.
J. Arrangement of Contents: Organize each volume in parts as follows:
1. Project Directory.
2. Table of Contents, of all volumes, and of this volume.
3. Operation and Maintenance Data: Arranged by system, then by product category. a. Source data.
b. Product data, shop drawings, and other submittals.
c. Operation and maintenance data.
d. Field quality control data.
e. Photocopies of warranties and bonds.
4. Design Data: To allow for addition of design data furnished by Architect or others, provide a tab labeled "Design Data" and provide a binder large enough to allow for insertion of at least 20 pages of typed text.
3.6 WARRANTIES AND BONDS
A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until Date of Substantial completion is determined.
B. Project Warranty and Guarantee Forms:
1. Example forms for special Project warranties and guarantees are included at the end of this Section.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT SUBMITTALS
Section 01 78 00
SECTION 01 78 00
CLOSE OUT SUBMITTALS
2. Prepare written documents utilizing the appropriate form, ready for execution by the Contractor, or the Contractor and subcontractor, supplier or manufacturer. a. Submit a draft to Owner through Architect for approval prior to final execution.
3. Refer to product Specifications Sections specific content requirements, and particular requirements for submittal of special warranties.
4. Prepare standard warranties and guarantees, excepting manufacturers' standard printed warranties and guarantees, on Contractor's, subcontractor's, material supplier's, or manufacturer's own letterhead, addressed to Owner.
5. Warranty and guarantee letters shall be signed by all responsible parties and by Contractor in every case, with modifications only as approved in advance by Owner to suit the conditions pertaining to the warranty or guarantee.
C. Manufacturer's Guarantee Form:
1. Manufacturer's guarantee form may be used in lieu of special Project form included at the end of this Section.
2. Manufacturer's guarantee form shall contain appropriate terms and identification, ready for execution by the required parties.
3. If proposed terms and conditions restrict guarantee coverage or require actions by Owner beyond those specified, submit draft of guarantee to Owner through Architect for review and acceptance before performance of the Work.
4. In other cases, submit draft of guarantee to Owner through Architect for approval prior to final execution of guarantee.
D. Signatures: Signatures shall be by person authorized to sign warranties, guarantees and bonds on behalf of entity providing such warranty, guarantee or bond.
E. Co -Signature: All installer's warranties and bonds shall be co-signed by Contractor.
Manufacturer's guarantees will not require co -signature.
F. Verify that documents are in proper form, contain full information, and are notarized.
G. Co -execute submittals when required.
H. Retain warranties and bonds until time specified for submittal.
Manual: Bind in commercial quality 8-1/2 by 11 inch three D side ring binders with durable plastic covers.
J. Cover: Identify each binder with typed or printed title WARRANTIES AND BONDS, with title of Project; name, address and telephone number of Contractor and equipment supplier; and name of responsible company principal.
1. If more than one volume of warranties, guarantees and bonds is produced, identify volume number on binder.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT SUBMITTALS
Section 01 78 00
SECTION 01 78 00
CLOSE OUT SUBMITTALS
K. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification section in which specified, and the name of product or work item.
L. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing.
Provide full information, using separate typed sheets as necessary. List Subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal.
M. Form of Warranty and Bond Submittals:
1. Prior to final Application and Certificate for Payment, compile two copies of each required warranty, guarantee and bond, properly executed by Contractor, or jointly by Contractor, subcontractor, supplier, or manufacturer.
2. Collect and assemble all written warranties and guarantees into binders and deliver binders to Owner for final review and acceptance.
3. Include Table of Contents for binder, neatly typed, following order and Section numbers and titles as used in the Project Manual.
4. Provide heavy paper dividers with celluloid or plastic covered tabs for each separate warranty.
a. Mark tabs to identify products or installation, and Section number and title.
5. Include on separate typed sheet, if information is not contained in warranty or guarantee form, a description of the product or installation, and the name, address, telephone number and responsible person for applicable installer, supplier and manufacturer.
6. When operating and maintenance data manuals are required for warranted construction, include additional copies of each required warranty and guarantee in each required manual.
a. Coordinate with requirements listed in the prior articles for operating and maintenance data manuals.
3.7 TIME OF WARRANTY AND BOND SUBMITTALS
A. Submission of Preliminary Copies:
1. Unless otherwise specified, obtain preliminary copies of warranties, guarantees and bonds within ten days of completion of applicable item or Work.
2. Prepare and submit preliminary copies for review as specified herein.
B. Submission of Final Copies:
1. Submit fully executed copies of warranties, guarantees and bonds within ten days of date identified in Certificate of Completion but no later than three days prior to date of final Application for Payment.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT SUBMITTALS
Section 01 78 00
SECTION 01 78 00
CLOSE OUT SUBMITTALS
C. Date of Warranties and Bonds:
1. Unless otherwise directed or specified, commencement date of warranty, guarantee and bond periods shall be the date established in the Certificate of Completion.
2. Warranties for Work accepted in advance of date stated in Certificate of Completion:
a. When a designated system, equipment, component parts or other portion of the Work is completed and occupied or put to beneficial use by Owner:
1) By separate agreement with Contractor, prior to completion date established in the Certificate of Completion, submit properly executed warranties to Owner within ten days of completion of that designated portion of the Work.
2) List date of commencement of warranty, guarantee or bond period as the date established in the Certificate of Completion.
3. Warranties for Work not accepted as of date established in the Certificate of Completion:
a. Submit documents within ten days after acceptance, listing date of acceptance as beginning of warranty, guarantee or bond period.
D. Duration of Warranties and Guarantees:
1. Unless otherwise specified or prescribed by law, warranty and guarantee periods shall be not less than the Correction Period required by the Conditions of the Contract.
2. In no case, the period is to be less than one year from the date established for completion of the Project in the Certificate of Completion.
3. See product Specifications Sections of the Project Manual for extended warranty and guarantee beyond the minimum one year duration.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CLOSEOUT SUBMITTALS
Section 01 78 00
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
SECTION 01 78 39 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 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.
4. Miscellaneous record submittals.
B. Related Requirements:
1. Section 01 70 00 "Execution" for final property survey.
2. Section 01 77 00 "Closeout Procedures" for general closeout procedures.
1.3 CLOSEOUT SUBMITTALS
A. Record Drawings: Comply with the following:
1. Number of Copies: Submit one (1) set of marked -up record prints.
2. Number of Copies: Submit copies of record Drawings as follows:
a. Initial Submittal:
1) Submit one (1) paper -copy set of marked -up record prints. 2) Submit PDF electronic files of scanned record prints and one (1) of file prints.
3) Submit record digital data files and one (1) set of plots. 4) Architect will indicate whether general scope of changes, additional information recorded, and quality of drafting are acceptable.
b. Final Submittal:
1) Submit three (3) paper -copy set(s) of marked -up record prints. 2) Submit PDF electronic files of scanned record prints and three (3) set(s) of prints.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PROJECT RECORD DOCUMENTS
Section 01 78 39
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
3) Print each drawing, whether or not changes and additional information were recorded.
c. Final Submittal:
1) Submit one (1) paper -copy set(s) of marked -up record prints. 2) Submit record digital data files and three (3) set(s) of record digital data file plots.
3) Plot each drawing file, whether or not changes and additional information were recorded.
B. Record Specifications: Submit one (1) paper copy of Project's Specifications, including addenda and contract modifications.
C. Record Product Data: Submit one (1) paper copy of each submittal.
1. Where record Product Data are required as part of operation and maintenance manuals, submit duplicate marked -up Product Data as a component of manual.
D. Miscellaneous Record Submittals: See other Specification Sections for miscellaneous record -keeping requirements and submittals in connection with various construction activities. Submit one (1) paper copy of each submittal.
E. Reports: Submit written report weekly indicating items incorporated into project record documents concurrent with progress of the Work, including revisions, concealed conditions, field changes, product selections, and other notations incorporated.
1.4 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. Accurately record information in an acceptable drawing technique. c. Record data as soon as possible after obtaining it.
d. Record and check the markup before enclosing concealed installations. e. Cross-reference record prints to corresponding photographic documentation.
2. Content: Types of items requiring marking include, but are not limited to, the following:
a. Dimensional changes to Drawings.
b. Revisions to details shown on Drawings.
c. Depths of foundations.
d. Locations and depths of underground utilities.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PROJECT RECORD DOCUMENTS
Section 01 78 39
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
e. Revisions to routing of piping and conduits.
f. Revisions to electrical circuitry.
g. Actual equipment locations.
h. Duct size and routing.
Locations of concealed internal utilities.
j. Changes made by Change Order or Construction Change Directive. k. Changes made following Architect's written orders.
Details not on the original Contract Drawings.
m. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically.
3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked -up record prints.
4. Mark record sets with erasable, red -colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.
5. Mark important additional information that was either shown schematically or omitted from original Drawings.
6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.
B. Record Digital Data Files: Immediately before inspection for Certificate of Substantial Completion, review marked -up record prints with Architect and Construction Manager.
When authorized, prepare a full set of corrected digital data files of the Contract Drawings, as follows:
1. Format: Same digital data software program, version, and operating system as the original Contract Drawings.
2. Format: Annotated PDF electronic file with comment function enabled.
3. Incorporate changes and additional information previously marked on record prints.
Delete, redraw, and add details and notations where applicable.
4. Refer instances of uncertainty to Architect for resolution.
5. Architect will furnish Contractor with one set of digital data files of the Contract Drawings for use in recording information.
a. See Section 01 30 00 "Administrative Requirements"" for requirements related to use of Architect's digital data files.
b. Architect will provide data file layer information. Record markups in separate layers.
C. Format: Identify and date each record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location.
1. Record Prints: Organize record prints into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PROJECT RECORD DOCUMENTS
Section 01 78 39
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
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.
1.5 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. For each principal product, indicate whether record Product Data has been submitted in operation and maintenance manuals instead of submitted as record Product Data.
5. Note related Change Orders, record Product Data, and record Drawings where applicable.
B. Format: Submit record Specifications as annotated PDF electronic file.
1.6 RECORD PRODUCT DATA
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. 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.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PROJECT RECORD DOCUMENTS
Section 01 78 39
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
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.
C. Format: Submit record Product Data as annotated PDF electronic file.
1. Include record Product Data directory organized by Specification Section number and title, electronically linked to each item of record Product Data.
1.7 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 PDF electronic file.
1. Include miscellaneous record submittals directory organized by Specification Section number and title, electronically linked to each item of miscellaneous record submittals.
1.8 MAINTENANCE OF RECORD DOCUMENTS
A. Maintenance of Record Documents: Store record documents 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.
PART 2 - PRODUCTS
2.1 Not used
PART 3 - EXECUTION
3.1 Not Used
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PROJECT RECORD DOCUMENTS
Section 01 78 39
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
THIS PAGE INTENTIONALLY LEFT BLANK
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PROJECT RECORD DOCUMENTS
Section 01 78 39
SECTION 02 41 19
SELECTIVE DEMOLITION
SECTION 02 41 19 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Remove designated building equipment, fixtures, components and utilities to permit installation of new construction.
B. Include Work required to demolish and remove elements of existing construction including sitework, sitework utilities and similar elements of existing building construction, all as noted on Drawings or as required to permit installation of new construction.
C. Comply with Title 24, Part 9, California Fire Code, Chapter 33 Fire Safety During Construction and Demolition, during all Phases of project.
1.2 REFERENCE STANDARDS
A. Conform to current adopted reference standards by date of issue of the current code cycle and the date of the Contract Documents.
B. CBC - 2019 California Building Code
1. CBC-19A - CBC Chapter 19A, Concrete.
2. CBC-33 - CBC Chapter 33, Safeguards During Construction C. CCR - California Code of Regulations
1. CCR-8.4 - Title 8, Subchapter 4, Construction Safety Orders D. CFC - 2019 California Fire Code
1. CFC-5 - CFC Chapter 5, Fire Service Features
2. CFC-7, CFC Chapter 7, Fire -Resistance -Rated Construction
3. CFC-9 - CFC Chapter 9, Fire Protection Systems
4. CFC-33 - CFC Chapter 33, Fire Safety During Construction and Demolition E. ICRI - International Concrete Repair Institute.
F. NFPA - National Fire Protection Association
1. NFPA 241- Safeguarding Construction, Alteration and Demolition Operations
1.3 ADMINISTRATIVE REQUIREMENTS
A. Pre -Demolition Conference: Conduct conference at Project site.
B. Contractor shall schedule meeting after Notice of Award to review demolition operations.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
SELECTIVE DEMOLITION
Section 02 41 19
SECTION 02 41 19
SELECTIVE DEMOLITION
C. Attendance Required: Owner, Architect, Contractor, Demolition Subcontractors, Project Inspector.
D. Construction Process:
1. Contractor shall discuss overview of demolition procedures.
2. Contractor shall identify items to be selected by Owner for salvage.
3. Contractor shall review special requirements for equipment, safety, and noise.
E. Architect will record minutes and distribute copies within seven days after meeting to participants and those affected by decisions made.
F. Regulatory Requirements: Secure demolition permit from the Local Air Quality Management District for renovations involving the removal of 100 square feet/linear feet or greater of demolition, per District Regulations. Notify the AQMD at least 10 working days prior to commencement of demolition/renovation.
1.4 SUBMITTALS
A. Project Record Documents accurately record actual locations of capped utilities.
B. Pre -demolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by demolition operations.
1.5 EXISTING CONDITIONS
A. Before beginning Work, investigate and verify existence and location of mechanical, drainage, and electrical systems and other construction affecting Work, including underground utilities.
1. Before construction, survey and record points of connection of utility services.
2. Locate invert elevation at points of connection to existing sanitary - and storm drain, water -service piping, and underground electrical services.
3. Employ a utility service locator company to locate underground utilities.
4. Verify Owner"s Record Drawings.
5. Furnish survey of existing utilities.
PART 2 - PRODUCTS
2.1 NOT USED.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
SELECTIVE DEMOLITION
Section 02 41 19
SECTION 02 41 19
SELECTIVE DEMOLITION
PART 3 - EXECUTION
3.1 PREPARATION
A. Disconnect, remove and cap designated utility services within demolition areas. Notify Owner 48 hours in advance of any utility shut -down.
B. Prior to commencement of demolition operations, notify Underground Service Alert of Southern California (800) 422-4133, Monday through Friday, 7:00 A.M. to 5:00 P.M.
C. Protection:
1. Protect existing items that are not indicated to be altered.
2. Adequately protect staff and public from harm and accident during demolition operations by the erection of proper barricades, signs, lighting, guard rails or other safety precautions. Conform to Title 8, Subchapter 4, CCR and NFPA 241.
3. Protective Devices: Install substantial enclosures, weatherproof and dust -proof shields, protective covers, screens and similar devices. Erect and move when necessary to permit use of existing rooms, areas or facilities. Remove entirely when their use is no longer essential. Patch or repair all areas where devices have been removed.
D. Survey of Existing Conditions: Record existing conditions by use of measured drawings and preconstruction photographs or video.
1. Inventory and record the condition of items to be removed and salvaged. Provide photographs or video of conditions that might be misconstrued as damage caused by salvage operations.
3.2 TEMPORARY MEASURES - LIFE SAFETY
A. Emergency Exits: No enclosure, shield or protective covering shall interfere with use of emergency exits in existing facilities at any time. Rated egress systems shall provide temporary rated egress.
B. Maintain fully charged certified compliant fire extinguishers and water hoses readily available during demolition operations, per Section 906 CBC. Test electrical conductors for disconnection prior to removing.
C. Provide temporary, but equivalent, fire alarm, detection or suppression systems when any system is impaired by Work of this Section. Temporary systems shall be inspected and tested monthly or at other more frequent intervals as required by Owner.
D. Impairment of fire protection systems, Section 3308.6: Impairments to any fire protection system shall be in accordance with Section 901.
1. Systems out of Service: Per requirement of Section 901.7 through 901.7.6, California Fire Code.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
SELECTIVE DEMOLITION
Section 02 41 19
SECTION 02 41 19
SELECTIVE DEMOLITION
E. Maintain free and unobstructed access to emergency services per Title 19, CFC 503.1; 503.1.1, 503.4; and Appendix D, CFC Chapter 33 Sections 3310.1; 3312.1 and when required by Owner.
F. Post NO SMOKING signs in English and Spanish, in number and location as approved by Architect.
G. Reduce flammable and combustible fire load to minimum by daily removal of debris.
H. Instruct construction personnel in fire safety and fire drill policies appropriate for areas where demolition operations occur.
Deployment, disposition, administration and implementation of any and all safety measures shall be sole responsibility of Contractor.
3.3 EXECUTION
A. Demolish in orderly and careful manner. Maintain protected egress and access at all times.
B. Except where noted otherwise, immediately remove demolished materials from site and dispose legally. Do not utilize Owner's disposal system.
C. Remove materials to be re -installed or retained in manner to prevent damage. Store and protect until re -installation.
D. Do not burn or bury materials on site.
E. Upon completion of Work, leave areas of Work in clean condition.
3.4 SELECTIVE DEMOLITION, REPAIR AND ALTERATIONS WORK
A. New and existing Work that is cut into, altered, damaged, relocated or reinstalled shall be restored to original conditions. Workmanship and materials to conform to applicable provisions of other applicable Sections of Specifications.
B. Cutting Equipment: Jackhammers and vibratory cutting equipment may be utilized under following conditions:
1. Approval by Owner.
2. Time of day and duration of Work on each given day shall be coordinated with Project Inspector and Owner. Minimum of 24 hours advance notice required.
3. Compressors shall be well muffled.
4. Every consideration shall be exercised toward comfort of staff and public.
Excessive noise or vibrations will constitute just cause for immediate stoppage of Work.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
SELECTIVE DEMOLITION
Section 02 41 19
SECTION 02 41 19
SELECTIVE DEMOLITION
C. Cutting:
1. Concrete: Cut with saws or other approved method, but do not overcut openings. Reinforcing bars, except where bonded into new concrete, shall be cut off and ends painted with bituminous paint before being enclosed.
2. Structural Members: Cut only when authorized by Architect and approved by Structural engineer of Record.
D. Asphalt Paving: remove AC paving including sub -base where indicated in drawings and disposed in legal dumpsites, crushing operations on site and re -use of pulverized AC not permitted.
E. Remove AC striping, lettering, [game lines] and markings by wet sandblasting machine with sufficient sand, water, and air capacity to completely remove existing striping, [game lines] or markings. Machine shall meet all requirements of air pollution control district having jurisdiction. Conform to Section 310-5.6.3 Standard Specifications for Public Works Construction.
F. Removal of concrete flatwork: remove concrete paving (panel) to the nearest expansion joint or contraction joint and provide matching concrete surface to abut to new work at same finish levels unless noted otherwise.
G. Holes required through existing stud wall, concrete or masonry construction to accommodate new electrical conduits and piping and ductwork shall be provided as specified in Division 22, Plumbing; Division 23, Heating Ventilating and Air Conditioning; Division 26, Electrical and Division 27 Communications. Provide proposed routing of utilities
H. Holes required through concrete or masonry Work required for structural purposes shall be neatly drilled as required to accommodate specific items. Coring shall be performed with approval of Architect and in accordance with details on Drawings.
Work shall be fully coordinated to ensure proper sequence, limits, methods and time of performance. Arrange Work so as to impose a minimum of hardship on present operation of facilities.
J. Remove such existing ceilings, floors, walls, finish materials or equipment as required to complete Work. Restore such surfaces to their original condition after Work is completed.
K. Provide adequate ventilation during all operations to prevent accumulation of dust, fumes, vapors or gases.
L. Miscellaneous Removal Items: Items not specifically mentioned shall be removed as indicated on drawings.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
SELECTIVE DEMOLITION
Section 02 41 19
SECTION 02 41 19
SELECTIVE DEMOLITION
M. Miscellaneous Work: Items not specifically mentioned shall be repaired, patched or finished like new Work or to match existing adjoining surfaces as approved. Surfaces damaged shall be restored to original condition.
3.5 SALVAGE AND DISPOSAL
A. Disposal: Removed material, other than items directed to be salvaged or indicated to be reused, become Contractor's property upon removal, and shall be removed from site. Debris shall be picked up and disposed of, off site, by Contractor promptly and continuously as Work progresses, and not allowed to accumulate. Sprinkle the debris to prevent dust nuisance. Secure and pay for required hauling permits and pay dumping fees and charges. Contractor shall make every reasonable effort to divert debris to recycling or reuse facilities.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
SELECTIVE DEMOLITION
Section 02 41 19
SECTION 03 10 00
CONCRETE FORMING AND ACCESSORIES
SECTION 03 10 00 - CONCRETE FORMING AND ACCESSORIES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Form -facing material for cast -in -place concrete.
2. Shoring, bracing, and anchoring.
1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.3 ACTION SUBMITTALS
A. Product Data: For each of the following:
1. Exposed surface form -facing material.
2. Concealed surface form -facing material.
3. Form ties.
4. Waterstops.
5. Form -release agent.
B. Shop Drawings: Prepared by, and signed and sealed by, a qualified professional engineer responsible for their preparation, detailing fabrication, assembly, and support of forms.
1. For exposed vertical concrete walls, indicate dimensions and form tie locations.
2. Indicate dimension and locations of construction and movement joints required to construct the structure in accordance with ACI 301.
a. Location of construction joints is subject to approval of the Architect.
1.4 INFORMATIONAL SUBMITTALS
A. Field quality -control reports.
B. Minutes of preinstallation conference.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CONCRETE FORMING AND ACCESSORIES
Section 03 10 00
SECTION 03 10 00
CONCRETE FORMING AND ACCESSORIES
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Concrete Formwork: Design, engineer, erect, shore, brace, and maintain formwork, shores, and reshores in accordance with ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads, so that resulting concrete conforms to the required shapes, lines, and dimensions.
1. Design wood panel forms in accordance with APA's "Concrete Forming Design/Construction Guide."
2. Design formwork to limit deflection of form -facing material to 1/240 of center -to - center spacing of supports.
2.2 FORM -FACING MATERIALS
A. As -Cast Surface Form -Facing Material:
1. Provide continuous, true, and smooth concrete surfaces.
2. Furnish in largest practicable sizes to minimize number of joints.
3. Acceptable Materials: As required to comply with Surface Finish designations specified in Section 03 30 00 "Cast -In -Place Concrete, and as follows:
a. Plywood, metal, or other approved panel materials.
b. Exterior -grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows:
1) APA HDO (high -density overlay).
2) APA MDO (medium -density overlay); mill -release agent treated and edge sealed.
3) APA Structural 1 Plyform, B -B or better; mill oiled and edge sealed.
4) APA Plyform Class I, B -B or better; mill oiled and edge sealed.
B. Concealed Surface Form -Facing Material: Lumber, plywood, metal, plastic, or another approved material.
1. Provide lumber dressed on at least two edges and one side for tight fit.
2.3 WATERSTOPS
A. Flexible Rubber Waterstops: U.S. Army Corps of Engineers CRD-C 513, with factory - installed metal eyelets, for embedding in concrete to prevent passage of fluids through joints, with factory fabricate corners, intersections, and directional changes.
1. Profile: Flat dumbbell with center bulb
2. Dimensions: 4 inches by 3/16 inch thick
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CONCRETE FORMING AND ACCESSORIES
Section 03 10 00
SECTION 03 10 00
CONCRETE FORMING AND ACCESSORIES
2.4 RELATED MATERIALS
A. Reglets: Fabricate reglets of not less than 0.022 -inch- thick, galvanized -steel sheet.
Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris.
B. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch, minimum.
C. Form -Release Agent: Commercially formulated form -release agent that does not bond with, stain, or adversely affect concrete surfaces and does not impair subsequent treatments of concrete surfaces.
1. Formulate form -release agent with rust inhibitor for steel form -facing materials.
2. Form release agent for form liners shall be acceptable to form liner manufacturer.
D. Form Ties: Factory -fabricated, removable or snap -off, glass -fiber -reinforced plastic or metal form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal.
1. Furnish units that leave no corrodible metal closer than 1 inch to the plane of exposed concrete surface.
2. Furnish ties that, when removed, leave holes no larger than 1 inch in diameter in concrete surface.
3. Furnish ties with integral water -barrier plates to walls indicated to receive dampproofing or waterproofing.
PART 3 - EXECUTION
3.1 INSTALLATION OF FORMWORK
A. Comply with ACI 301.
B. Construct formwork, so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117 and to comply with the Surface Finish designations specified in Section 03 30 00 "Cast -In -Place Concrete" for as - cast finishes.
C. Limit concrete surface irregularities as follows:
1. Surface Finish -1.0: ACI 117 Class D, 1 inch.
2. Surface Finish -2.0: ACI 117 Class B, 1/4 inch.
3. Surface Finish -3.0: ACI 117 Class A, 1/8 inch.
D. Construct forms tight enough to prevent loss of concrete mortar.
1. Minimize joints.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CONCRETE FORMING AND ACCESSORIES
Section 03 10 00
SECTION 03 10 00
CONCRETE FORMING AND ACCESSORIES
2. Exposed Concrete: Symmetrically align joints in forms.
E. Construct removable forms for easy removal without hammering or prying against concrete surfaces.
1. Provide crush or wrecking plates where stripping may damage cast -concrete surfaces.
2. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical.
3. Install keyways, reglets, recesses, and other accessories, for easy removal.
F. Do not use rust -stained, steel, form -facing material.
G. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces.
1. Provide and secure units to support screed strips.
2. Use strike -off templates or compacting -type screeds.
H. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible.
1. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar.
2. Locate temporary openings in forms at inconspicuous locations.
Chamfer exterior corners and edges of permanently exposed concrete.
J. At construction joints, overlap forms onto previously placed concrete not less than 12 inches
K. Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work.
1. Determine sizes and locations from trades providing such items.
2. Obtain written approval of Architect prior to forming openings not indicated on Drawings.
L. Construction and Movement Joints:
1. Construct joints true to line with faces perpendicular to surface plane of concrete.
2. Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.
3. Place joints perpendicular to main reinforcement.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CONCRETE FORMING AND ACCESSORIES
Section 03 10 00
SECTION 03 10 00
CONCRETE FORMING AND ACCESSORIES
4. Locate joints for beams, slabs, joists, and girders in the middle third of spans. a. Offset joints in girders a minimum distance of twice the beam width from a beam -girder intersection.
5. Locate horizontal joints in walls and columns at underside of floors, slabs, beams, and girders and at the top of footings or floor slabs.
6. Space vertical joints in walls as indicated on Drawings. a. Locate joints beside piers integral with walls, near corners, and in concealed locations where possible.
M. Provide temporary ports or openings in formwork where required to facilitate cleaning and inspection.
1. Locate ports and openings in bottom of vertical forms, in inconspicuous location, to allow flushing water to drain.
2. Close temporary ports and openings with tight -fitting panels, flush with inside face of form, and neatly fitted, so joints will not be apparent in exposed concrete surfaces.
N. Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete.
O. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment.
P. Coat contact surfaces of forms with form -release agent, according to manufacturer's written instructions, before placing reinforcement.
3.2 INSTALLATION OF EMBEDDED ITEMS
A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast -in -place concrete.
1. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.
2. Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC 303.
3. Install reglets to receive waterproofing and to receive through -wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions.
4. Install dovetail anchor slots in concrete structures, as indicated on Drawings.
5. Clean embedded items immediately prior to concrete placement.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CONCRETE FORMING AND ACCESSORIES
Section 03 10 00
SECTION 03 10 00
CONCRETE FORMING AND ACCESSORIES
3.3 INSTALLATION OF WATERSTOPS
A. Flexible Waterstops: Install in construction joints and at other joints indicated to form a continuous diaphragm.
1. Install in longest lengths practicable.
2. Locate waterstops in center of joint unless otherwise indicated on Drawings.
3. Allow clearance between waterstop and reinforcing steel of not less than 2 times the largest concrete aggregate size specified in Section 033000 "Cast -In -Place Concrete."
4. Secure waterstops in correct position at 12 inches on center.
5. Field fabricate joints in accordance with manufacturer's instructions using heat welding.
a. Miter corners, intersections, and directional changes in waterstops. b. Align center bulbs.
6. Clean waterstops immediately prior to placement of concrete.
7. Support and protect exposed waterstops during progress of the Work.
B. Self -Expanding Strip Waterstops: Install in construction joints and at other locations indicated on Drawings, according to manufacturer's written instructions, by adhesive bonding, mechanically fastening, and firmly pressing into place.
1. Install in longest lengths practicable.
2. Locate waterstops in center of joint unless otherwise indicated on Drawings.
3. Protect exposed waterstops during progress of the Work.
3.4 SHORING AND RESHORING INSTALLATION
A. Comply with ACI 318 and ACI 301 for design, installation, and removal of shoring and reshoring.
1. Do not remove shoring or reshoring until measurement of slab tolerances is complete.
B. In multistory construction, extend shoring or reshoring over a sufficient number of stories to distribute loads in such a manner that no floor or member will be excessively loaded or will induce tensile stress in concrete members without sufficient steel reinforcement.
C. Plan sequence of removal of shores and reshore to avoid damage to concrete. Locate and provide adequate reshoring to support construction without excessive stress or deflection.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CONCRETE FORMING AND ACCESSORIES
Section 03 10 00
SECTION 03 10 00
CONCRETE FORMING AND ACCESSORIES
3.5 FIELD QUALITY CONTROL
Special Inspections: Owner will engage a special inspector and qualified testing and inspecting agency to perform field tests and inspections and prepare test reports.
B. Testing Agency: Engage a qualified testing and inspecting agency to perform tests and inspections and to submit reports.
C. Inspections:
1. Inspect formwork for shape, location, and dimensions of the concrete member being formed.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CONCRETE FORMING AND ACCESSORIES
Section 03 10 00
SECTION 03 10 00
CONCRETE FORMING AND ACCESSORIES
THIS PAGE INTENTIONALLY LEFT BLANK
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CONCRETE FORMING AND ACCESSORIES
Section 03 10 00
SECTION 03 20 00
CONCRETE REINFORCING
SECTION 03 20 00 - CONCRETE REINFORCING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Steel reinforcement bars.
1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.3 ACTION SUBMITTALS
A. Product Data: For the following:
1. Each type of steel reinforcement.
2. Bar supports.
3. Mechanical splice couplers.
B. Shop Drawings: Comply with ACI SP -066:
1. Include placing drawings that detail fabrication, bending, and placement.
2. Include bar sizes, lengths, materials, grades, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, location of splices, lengths of lap splices, details of mechanical splice couplers, details of welding splices, tie spacing, hoop spacing, and supports for concrete reinforcement.
C. Construction Joint Layout: Indicate proposed construction joints required to build the structure.
1. Location of construction joints is subject to approval of Architect.
1.4 INFORMATIONAL SUBMITTALS
A. Welding certificates.
1. Reinforcement to Be Welded: Welding procedure specification in accordance with AWS D1.4/D1.4M.
B. Material Test Reports: For the following, from a qualified testing agency:
1. Steel Reinforcement: For #5 rebar and above.
CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00
CONCRETE REINFORCING
Section 03 20 00
SECTION 03 20 00
CONCRETE REINFORCING
a. For reinforcement to be welded, mill test analysis for chemical composition and carbon equivalent of the steel in accordance with ASTM A706/A706M.
C. Field quality -control reports.
D. Minutes of preinstallation conference.
1.5 QUALITY ASSURANCE
A. Welding Qualifications: Qualify procedures and personnel in accordance with AWS D1.4/D 1.4M.
PART 2 - PRODUCTS
2.1 STEEL REINFORCEMENT
A. Reinforcing Bars: ASTM A615/A615M, Grade 60, deformed.
B. Low -Alloy Steel Reinforcing Bars: ASTM A706/A706M, deformed.
C. Headed -Steel Reinforcing Bars: ASTM A970/A970M.
D. Plain -Steel Welded -Wire Reinforcement: ASTM A1064/A1064M, plain, fabricated from as - drawn steel wire into flat sheets.
2.2 REINFORCEMENT ACCESSORIES
A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded -wire reinforcement in place.
1. Manufacture bar supports from steel wire, plastic, or precast concrete in accordance with CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows:
a. For concrete surfaces exposed to view, where legs of wire bar supports contact forms, use CRSI Class 1 plastic -protected steel wire, all -plastic bar supports, or CRSI Class 2 stainless steel bar supports.
B. Steel Tie Wire: ASTM A1064/A1064M, annealed steel, not less than 0.0508 inch in diameter.
1. Finish: Plain, ASTM A884/A884M, Class A, Type 1, epoxy coated, with less than 2 percent damaged coating in each 12 -inch wire length.
2.3 FABRICATING REINFORCEMENT
A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00
CONCRETE REINFORCING
Section 03 20 00
SECTION 03 20 00
CONCRETE REINFORCING
PART 3 - EXECUTION
3.1 PREPARATION
A. Protection of In -Place Conditions:
1. Do not cut or puncture vapor retarder.
2. Repair damage and reseal vapor retarder before placing concrete.
B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that reduce bond to concrete.
3.2 INSTALLATION OF STEEL REINFORCEMENT
A. Comply with CRSI's "Manual of Standard Practice" for placing and supporting reinforcement.
B. Accurately position, support, and secure reinforcement against displacement.
1. Locate and support reinforcement with bar supports to maintain minimum concrete cover.
2. Do not tack weld crossing reinforcing bars.
C. Preserve clearance between bars of not less than 1 inch, not less than one bar diameter, or not less than 1-1/3 times size of large aggregate, whichever is greater.
D. Provide concrete coverage in accordance with ACI 318.
E. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.
F. Splices: Lap splices as indicated on Drawings.
1. Bars indicated to be continuous, and all vertical bars to be lapped not less than 36 bar diameters at splices, or 24 inches, whichever is greater.
2. Stagger splices in accordance with ACI 318.
3.3 JOINTS
A. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect.
1. Place joints perpendicular to main reinforcement.
2. Continue reinforcement across construction joints unless otherwise indicated.
3. Do not continue reinforcement through sides of strip placements of floors and slabs.
CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00
CONCRETE REINFORCING
Section 03 20 00
SECTION 03 20 00
CONCRETE REINFORCING
3.4 INSTALLATION TOLERANCES
A. Comply with ACI 117.
3.5 FIELD QUALITY CONTROL
A. Special Inspections: Owner will engage a special inspector and qualified testing and inspecting agency to perform field tests and inspections and prepare test reports.
B. Testing Agency: Engage a qualified testing and inspecting agency to perform tests and inspections and to submit reports.
C. Inspections:
1. Steel -reinforcement placement.
2. Steel -reinforcement mechanical splice couplers.
3. Steel -reinforcement welding.
END OF SECTION
CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00
CONCRETE REINFORCING
Section 03 20 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
SECTION 03 30 00 - CAST -IN -PLACE CONCRETE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Cast -in -place concrete, including concrete materials, mixture design, placement procedures, and finishes.
B. Related Requirements:
1. Section 03 10 00 "Concrete Forming and Accessories" for form -facing materials, form liners, insulating concrete forms, and waterstops.
2. Section 03 20 00 "Concrete Reinforcing" for steel reinforcing bars and welded -wire reinforcement.
1.2 DEFINITIONS
A. Cementitious Materials: Portland cement alone or in combination with one or more of the following:
blended hydraulic cement, fly ash, slag cement, and other pozzolans materials subject to compliance with requirements.
B. Water/Cement Ratio (w/cm): The ratio by weight of water to cementitious materials.
1.3 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.4 ACTION SUBMITTALS
A. Product Data: For each of the following.
1. Portland cement.
2. Fly ash.
3. Slag cement.
4. Blended hydraulic cement.
5. Aggregates.
6. Admixtures:
a. Include limitations of use, including restrictions on cementitious materials, supplementary cementitious materials, air entrainment, aggregates,
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
temperature at time of concrete placement, relative humidity at time of concrete placement, curing conditions, and use of other admixtures.
7. Vapor retarders.
8. Liquid floor treatments.
9. Curing materials.
10. Joint fillers.
B. Design Mixtures: For each concrete mixture, include the following:
1. Mixture identification.
2. Minimum 28 -day compressive strength.
3. Durability exposure class.
4. Maximum w/cm.
5. Calculated equilibrium unit weight, for lightweight concrete.
6. Slump limit.
7. Air content.
8. Nominal maximum aggregate size.
9. Indicate amounts of mixing water to be withheld for later addition at Project site if permitted.
10. Intended placement method.
11. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.
C. Shop Drawings:
1. Construction Joint Layout: Indicate proposed construction joints required to construct the structure.
a. Location of construction joints is subject to approval of the Architect.
D. Concrete Schedule: For each location of each Class of concrete indicated in "Concrete Mixtures" Article, including the following:
1. Concrete Class designation.
2. Location within Project.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
3. Exposure Class designation.
4. Formed Surface Finish designation and final finish.
5. Final finish for floors.
6. Curing process.
7. Floor treatment if any.
1.5 INFORMATIONAL SUBMITTALS
A. Material Certificates: For each of the following, signed by manufacturers:
1. Cementitious materials.
2. Admixtures.
3. Curing compounds.
4. Vapor retarders.
5. Joint -filler strips.
B. Material Test Reports: For the following, from a qualified testing agency:
1. Portland cement.
2. Fly ash.
3. Slag cement.
4. Blended hydraulic cement.
5. Aggregates.
6. Admixtures:
C. Research Reports: For concrete admixtures in accordance with ICC's Acceptance Criteria AC198.
D. Preconstruction Test Reports: For each mix design.
E. Field quality -control reports.
F. Minutes of preinstallation conference.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
1.6 QUALITY ASSURANCE
A. Ready -Mixed Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready - mixed concrete products and that complies with ASTM C94/C94M requirements for production facilities and equipment.
1. Manufacturer certified in accordance with NRMCA's "Certification of Ready Mixed Concrete Production Facilities."
1.7 PRECONSTRUCTION TESTING
A. Preconstruction Testing Service: Engage a qualified testing agency to perform preconstruction testing on each concrete mixture.
1. Include the following information in each test report:
a. Admixture dosage rates.
b. Slump.
c. Air content.
d. Seven-day compressive strength.
e. 28 -day compressive strength.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Comply with ASTM C94/C94M and ACI 301.
1.9 FIELD CONDITIONS
A. Cold -Weather Placement: Comply with ACI 301 and ACI 306.1.
B. Hot -Weather Placement: Comply with ACI 301 and ACI 305.1.
PART 2 - PRODUCTS
2.1 CONCRETE, GENERAL
A. ACI Publications: Comply with ACI 301 unless modified by requirements in the Contract Documents.
2.2 CONCRETE MATERIALS
A. Cementitious Materials:
1. Portland Cement: ASTM C150/C150M, Type I.
2. Fly Ash: ASTM C618, Class C or F.
3. Slag Cement: ASTM C989/C989M, Grade 100 or 120.
4. Blended Hydraulic Cement: ASTM C595/C595M, Type IS, portland blast -furnace slag cement.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
B. Normal -Weight Aggregates: ASTM C33/C33M, Class 1N coarse aggregate or better, graded.
Provide aggregates from a single source.
1. Maximum Coarse -Aggregate Size: 3/4 inch nominal.
C. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures that do not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride in steel -reinforced concrete.
1. Water -Reducing Admixture: ASTM C494/C494M, Type A.
2.3 CURING MATERIALS
A. Clear, Waterborne, Membrane -Forming, Curing and Sealing Compound: ASTM C1315, Type 1, Class A.
2.4 RELATED MATERIALS
A. Expansion- and Isolation -Joint -Filler Strips: ASTM D1751, asphalt -saturated cellulosic fiber or ASTM D1752, cork or self -expanding cork.
2.5 CONCRETE MIXTURES, GENERAL
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, in accordance with ACI 301.
1. Cementitious Use a qualified testing agency for preparing and reporting proposed mixture designs, based on laboratory trial mixtures.
B. Materials: Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows:
1. Fly Ash or Other Pozzolans: 25 percent by mass.
2. Slag Cement: 50 percent by mass.
3. Total of Fly Ash or Other Pozzolans, Slag Cement: 50 percent by mass, with fly ash or pozzolans not exceeding 25 percent by mass.
4. Total of Fly Ash or Other Pozzolans: 35 percent by mass with fly ash or pozzolans not exceeding 25 percent by mass.
C. Admixtures: Use admixtures in accordance with manufacturer's written instructions.
1. Contractor to propose in mix design as they see fit for architects review.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
2.6 CONCRETE MIXTURES
A. Class A : Normal -weight concrete used for footings, grade beams, and tie beams.
1. Minimum Compressive Strength: 3500 psi at 28 days.
2. Maximum w/cm: 0.50.
3. Slump Limit: 4 inches.
a. Percent, plus or minus 1.5 percent at point of delivery for concrete containing 1- 1/2 -inch nominal maximum aggregate size].
2.7 CONCRETE MIXING
A. Ready -Mixed Concrete: Measure, batch, mix, and deliver concrete in accordance with ASTM C94/C94M[ and ASTM C1116/C1116M], and furnish batch ticket information.
B. Project -Site Mixing: Measure, batch, and mix concrete materials and concrete in accordance with ASTM C94/C94M. Mix concrete materials in appropriate drum -type batch machine mixer.
1. For mixer capacity of 1 cu. yd. or smaller, continue mixing at least 1-1/2 minutes, but not more than five minutes after ingredients are in mixer, before any part of batch is released.
2. For mixer capacity larger than 1 cu. yd., increase mixing time by 15 seconds for each additional 1 cu. yd.
3. Provide batch ticket for each batch discharged and used in the Work, indicating Project identification name and number, date, mixture type, mixture time, quantity, and amount of water added. Record approximate location of final deposit in structure.
PART 3 - EXECUTION
3.1 JOINTS
A. Construct joints true to line, with faces perpendicular to surface plane of concrete.
B. Construction Joints: Coordinate with floor slab pattern and concrete placement sequence.
1. Install so strength and appearance of concrete are not impaired, at locations indicated on Drawings or as approved by Architect.
2. Place joints perpendicular to main reinforcement.
a. Continue reinforcement across construction joints unless otherwise indicated. b. Do not continue reinforcement through sides of strip placements of floors and slabs.
3. Space vertical joints in walls as indicated on Drawings]
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
C. Control Joints in Slabs -on -Ground: Form weakened -plane control joints, sectioning concrete into areas as indicated. Construct control joints for a depth equal to at least one-fourth of concrete thickness as follows:
1. Grooved Joints: Form control joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch Repeat grooving of control joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces.
2. Sawed Joints: Form control joints with power saws equipped with shatterproof abrasive or diamond -rimmed blades. Cut 1/8 -inch- wide joints into concrete when cutting action does not tear, abrade, or otherwise damage surface and before concrete develops random cracks.
D. Isolation Joints in Slabs -on -Ground: 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.
1. Extend joint -filler strips full width and depth of joint, terminating flush with finished concrete surface unless otherwise indicated on Drawings.
2. Terminate full -width joint -filler strips not less than 1/2 inch or more than 1 inch below finished concrete surface, where joint sealants, specified in Section 07 92 00 "Joint Sealants," are indicated.
3. Install joint -filler strips in lengths as long as practicable. Where more than one length is required, lace or clip sections together.
E. Doweled Joints:
1. Install dowel bars and support assemblies at joints where indicated on Drawings.
2. Lubricate or asphalt coat one-half of dowel bar length to prevent concrete bonding to one side of joint.
3.2 CONCRETE PLACEMENT
A. Before placing concrete, verify that installation of formwork, reinforcement, embedded items, and vapor retarder is complete and that required inspections are completed.
1. Provide continuous inspection of vapor retarder during concrete placement and make necessary repairs to damaged areas as Work progresses.
B. Notify Architect and testing and inspection agencies 24 hours prior to commencement of concrete placement.
C. Do not add water to concrete during delivery, at Project site, or during placement unless approved by Architect in writing, but not to exceed the amount indicated on the concrete delivery ticket.
1. Do not add water to concrete after adding high -range water -reducing admixtures to mixture.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
D. Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301, but not to exceed the amount indicated on the concrete delivery ticket.
1. Do not add water to concrete after adding high -range water -reducing admixtures to mixture.
E. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete is placed on concrete that has hardened enough to cause seams or planes of weakness.
1. If a section cannot be placed continuously, provide construction joints as indicated.
2. Deposit concrete to avoid segregation.
3. Deposit concrete in horizontal layers of depth not to exceed formwork design pressures and in a manner to avoid inclined construction joints.
4. Consolidate placed concrete with mechanical vibrating equipment in accordance with ACI 301.
a. Do not use vibrators to transport concrete inside forms. b. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. c. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity.
d. At each insertion, limit duration of vibration to time necessary to consolidate concrete, and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate.
F. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete.
1. Do not place concrete floors and slabs in a checkerboard sequence.
2. Consolidate concrete during placement operations, so concrete is thoroughly worked around reinforcement and other embedded items and into corners.
3. Maintain reinforcement in position on chairs during concrete placement.
4. Screed slab surfaces with a straightedge and strike off to correct elevations.
5. Level concrete, cut high areas, and fill low areas.
6. Slope surfaces uniformly to drains where required.
7. Begin initial floating using bull floats or darbies to form a uniform and open -textured surface plane, before excess bleedwater appears on the surface.
8. Do not further disturb slab surfaces before starting finishing operations.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
3.3 FINISHING FORMED SURFACES
A. As -Cast Surface Finishes:
1. ACI 301 Surface Finish SF -1.0: As -cast concrete texture imparted by form -facing material. a. Patch voids larger than 1-1/2 inches wide or 1/2 inch deep. b. Remove projections larger than 1 inch.
c. Tie holes do not require patching.
d. Surface Tolerance: ACI 117 Class D.
e. Apply to concrete surfaces not exposed to public view.
2. ACI 301 Surface Finish SF -2.0: As -cast concrete texture imparted by form -facing material, arranged in an orderly and symmetrical manner with a minimum of seams. a. Patch voids larger than 3/4 inch wide or 1/2 inch deep. b. Remove projections larger than 1/4 inch.
c. Patch tie holes.
d. Surface Tolerance: ACI 117 Class B.
e. Locations: Apply to concrete surfaces exposed to public view, to receive a rubbed finish.
3. ACI 301 Surface Finish SF -3.0:
a. Patch voids larger than 3/4 inch wide or 1/2 inch deep. b. Remove projections larger than 1/8 inch.
c. Patch tie holes.
d. Surface Tolerance: ACI 117 Class A.
B. Related Unformed Surfaces:
1. At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a color and texture matching adjacent formed surfaces.
2. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated.
3.4 FINISHING FLOORS AND SLABS
A. Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces.
B. Scratch Finish:
1. While still plastic, texture concrete surface that has been screeded and bull -floated or darbied.
2. Use stiff brushes, brooms, or rakes to produce a profile depth of 1/4 inch (6 mm) in one direction.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
C. Float Finish:
1. When bleedwater sheen has disappeared and concrete surface has stiffened sufficiently to permit operation of specific float apparatus, consolidate concrete surface with power - driven floats or by hand floating if area is small or inaccessible to power -driven floats.
2. Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture and complies with ACI 117 tolerances for conventional concrete.
D. Trowel Finish:
1. After applying float finish, apply first troweling and consolidate concrete by hand or power - driven trowel.
2. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance.
3. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings.
4. Do not add water to concrete surface.
5. Do not apply hard -troweled finish to concrete, which has a total air content greater than 3 percent.
E. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and locations indicated on Drawings.
1. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber - bristle broom perpendicular to main traffic route.
2. Coordinate required final finish with Architect before application.
3.5 INSTALLATION OF MISCELLANEOUS CONCRETE ITEMS
A. Filling In:
1. Fill in holes and openings left in concrete structures after Work of other trades is in place unless otherwise indicated.
2. Mix, place, and cure concrete, as specified, to blend with in -place construction.
3. Provide other miscellaneous concrete filling indicated or required to complete the Work.
B. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and by steel -troweling surfaces to a hard, dense finish with corners, intersections, and terminations slightly rounded.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
3.6 CONCRETE CURING
A. Protect freshly placed concrete from premature drying and excessive cold or hot temperatures.
1. Comply with ACI 301 and ACI 306.1 for cold weather protection during curing.
2. Comply with ACI 301 and ACI 305.1 for hot -weather protection during curing.
3. Maintain moisture loss no more than 0.2 lb/sq. ft. x h, calculated in accordance with ACI 305.1, before and during finishing operations.
B. Curing Formed Surfaces: Comply with ACI 308.1 as follows:
1. Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces.
2. Cure concrete containing color pigments in accordance with color pigment manufacturer's instructions.
3. If forms remain during curing period, moist cure after loosening forms.
4. If removing forms before end of curing period, continue curing for remainder of curing period, as follows:
a. Continuous Fogging: Maintain standing water on concrete surface until final setting of concrete.
b. Continuous Sprinkling: Maintain concrete surface continuously wet. c. Absorptive Cover: Pre -dampen absorptive material before application; apply additional water to absorptive material to maintain concrete surface continuously wet.
d. Water -Retention Sheeting Materials: Cover exposed concrete surfaces with sheeting material, taping, or lapping seams.
e. Membrane -Forming Curing Compound: Apply uniformly in continuous operation by power spray or roller in accordance with manufacturer's written instructions. 1) Recoat areas subject to heavy rainfall within three hours after initial application.
2) Maintain continuity of coating and repair damage during curing period.
C. Curing Unformed Surfaces: Comply with ACI 308.1 as follows:
1. Begin curing immediately after finishing concrete.
2. Interior Concrete Floors:
a. Floors to Receive Curing Compound:
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
1) Apply uniformly in continuous operation by power spray or roller in accordance with manufacturer's written instructions.
2) Recoat areas subjected to heavy rainfall within three hours after initial application.
3) Maintain continuity of coating, and repair damage during curing period.
3.7 TOLERANCES
A. Conform to ACI 117.
3.8 APPLICATION OF LIQUID FLOOR TREATMENTS
A. Sealing Coat: Uniformly apply a continuous sealing coat of curing and sealing compound to hardened concrete by power spray or roller in accordance with manufacturer's written instructions.
3.9 FIELD QUALITY CONTROL
A. Special Inspections: Owner will engage a special inspector to perform field tests and inspections and prepare testing and inspection reports.
B. Testing Agency: Owner will engage a qualified testing and inspecting agency to perform tests and inspections and to submit reports.
1. Testing agency to be responsible for providing curing container for composite samples on Site and verifying that field -cured composite samples are cured in accordance with ASTM C31/C31M.
2. Testing agency to immediately report to Architect, Contractor, and concrete manufacturer any failure of Work to comply with Contract Documents.
3. Testing agency shall report results of tests and inspections, in writing, to Owner, Architect, Contractor, and concrete manufacturer within 48 hours of inspections and tests. a. Test reports to include reporting requirements of ASTM C31/C31M, ASTM C39/C39M, and ACI 301, including the following as applicable to each test and inspection:
1) Project name.
2) Name of testing agency.
3) Names and certification numbers of field and laboratory technicians performing inspections and testing.
4) Name of concrete manufacturer.
5) Date and time of inspection, sampling, and field testing. 6) Date and time of concrete placement.
7) Location in Work of concrete represented by samples. 8) Date and time sample was obtained.
9) Truck and batch ticket numbers.
10) Design compressive strength at 28 days.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
14)
C. Batch Tickets: For each
indicating quantity, mix
design slump at time of
Concrete mixture designation, proportions, and materials.
Field test results.
Information on storage and curing of samples before testing, including curing method and maximum and minimum temperatures during initial curing period.
Type of fracture and compressive break strengths at seven days and 28 days.
load delivered, submit three copies of batch delivery ticket to testing agency, identification, admixtures, design strength, aggregate size, design air content, batching, and amount of water that can be added at Project site.
D. Inspections:
1. Headed bolts and studs.
2. Verification of use of required design mixture.
3. Concrete placement, including conveying and depositing.
4. Curing procedures and maintenance of curing temperature.
5. Verification of concrete strength before removal of shores and forms from beams and slabs.
6. Batch Plant Inspections: On a random basis, as determined by Architect.
E. Concrete Tests: Testing of composite samples of fresh concrete obtained in accordance with ASTM C 172/C 172M shall be performed in accordance with the following requirements:
1. Testing Frequency: Obtain one composite sample for each day's pour of each concrete mixture exceeding 5 cu. yd., but less than 25 cu. yd., plus one set for each additional 50 cu. yd. or fraction thereof.
a. When frequency of testing provides fewer than five compressive -strength tests for each concrete mixture, testing to be conducted from at least five randomly selected batches or from each batch if fewer than five are used.
2. Slump: ASTM C143/C143M:
a. One test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mixture.
b. Perform additional tests when concrete consistency appears to change.
3. Compressive -Strength Tests: ASTM C39/C39M.
a. Test one set of two laboratory -cured specimens at seven days and one set of two specimens at 28 days.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 03 30 00
CAST -IN -PLACE CONCRETE
3.10 PROTECTION
A. Protect concrete surfaces as follows:
1. Protect from petroleum stains.
2. Diaper hydraulic equipment used over concrete surfaces.
3. Prohibit vehicles from interior concrete slabs.
4. Prohibit use of pipe -cutting machinery over concrete surfaces.
5. Prohibit placement of steel items on concrete surfaces.
6. Prohibit use of acids or acidic detergents over concrete surfaces.
7. Protect liquid floor treatment from damage and wear during the remainder of construction period. Use protective methods and materials, including temporary covering, recommended in writing by liquid floor treatments installer.
8. Protect concrete surfaces scheduled to receive surface hardener or polished concrete finish using Floor Slab Protective Covering.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CAST -IN -PLACE CONCRETE
Section 03 30 00
SECTION 05 52 00
HANDRAILS AND RAILINGS
SECTION 05 52 00 - HANDRAILS AND RAILINGS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Shop fabricated ferrous metal items, galvanized and prime painted.
B. Related Sections
1. Section 05 52 00, Handrails and Railings.
2. Section 09 90 00, Painting.
1.2 REFERENCE STANDARDS
A. Conform to current adopted reference standards by date of issue of the current code cycle and the date of the Contract Documents.
B. American Society of Mechanical Engineers (ASME)
1. ASME B18 -Fasteners
C. ASTM International
1. ASTM A36/A36M Carbon Structural Steel
2. ASTM A48/A48M Gray Iron Castings
3. ASTM A53 Pipe, Steel, Black and Hot -Dipped, Zinc -coated Welded and Seamless
4. ASTM A123 Zinc (Hot -Dip Galvanized) on Coatings on Iron and Steel Products
5. ASTM A153 Zinc Coating (Hot -Dip) on Iron and Steel Hardware
6. ASTM A283/A 283M Low and Intermediate Tensile Strength Carbon Steel Plates
7. ASTM A307 - Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength
8. ASTM A325 - Structural Bolts, Steel, Heat Treated, 120/105ksi Minimum Tensile Strength
9. ASTM A500 - Cold -Formed Welded and Seamless Carbon Steel Structural Tubing in Round and Shapes
10. ASTM A513 - Electric -Resistance -Welded Carbon and Alloy Steel Mechanical Tubing
11. ASTM A563 - Carbon and Alloy Steel Nuts
12. ASTM A653/A 653M Steel Sheet, Zinc -Coated (Galvanized) or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process
13. ASTM A780 - Repair of Damaged and Uncoated Areas of Hot -Dip Galvanized Coatings.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HANDRAILS AND RAILINGS
Section 05 52 00
SECTION 05 52 00
HANDRAILS AND RAILINGS
14. ASTM A786/A 786M Rolled Steel Floor Plates
15. ASTM A992 Structural Steel Shapes
16. ASTM B633 - Electrodeposited Coatings of Zinc on Iron and Steel
17. ASTM C1107 - Packaged Dry Hydraulic - Cement Grout (Non -Shrink
18. ASTM D520 ASTM D520 - Zinc Dust Pigment
19. ASTM F1554 - Anchor Bolts, Steel, 36, 55, and 105-ksi Yield Strength D. American Welding Society (AWS)
1. AWS A2.4 - Standard Symbols for Welding, Brazing and Non -Destructive Examination
2. AWS A5.1 - Carbon Steel Covered Arc -Welding Electrodes E. ASCE/SEI 7-16 - American Society of Civil Engineers, Structural Engineers Institute, ASCE Standard.
F. California Code of Regulations (CCR)
1. Title 8, Chapter 3.2
2. Title 8, Division 1, Subchapter 7, Group 1, Article 4, Section 3277, Fixed Ladders
3. Cal/OSHA, Subchapter 4 Construction Safety Orders
4. Title 24, Part 2, 2019 California Building Code (CBC), Chapter 22A.
5. Title 24, California Fire Code Chapter 35 Welding and Other Hot Work.
G. National Ornamental & Miscellaneous Metals Association (NOMMA)
1. NOMMA Guidelines - Guideline 1 Joint Finishes
H. SSPC - The Society for Protective Coatings
1. Paint 20 - Zinc -Rich Coating (Type 1 Inorganic and Type II Organic)
2. SP -2 - Steel Preparation
MIL - Military Specifications, United States Department of Defense
1. P-21035 - Paint, High Zinc Dust Content, Galvanizing Repair J. MPI - Master Painters Institute Approved Products List
1. 18 - Primer, Zinc Rich, Organic
2. 19 - Primer, Zinc Rich, Inorganic
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HANDRAILS AND RAILINGS
Section 05 52 00
SECTION 05 52 00
HANDRAILS AND RAILINGS
1.3 SUBMITTALS
A. Shop Drawings. Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners and accessories. Include erection drawings, elevations and details where applicable. Indicate welded connections using standard AWS A2.4 Welding Symbols. Indicate net weld lengths.
B. Welder Certifications.
C. Manufacturer's Certificates certifying welders employed on the work have been AWS qualified within the previous 12 months, in accordance with AWS-WHB-1.
D. Written Welding Procedure Specification (WPS)
1.4 QUALITY ASSURANCE
A. Welding: Qualify procedures and personnel according to the following
1. AWS D1.1, Structural Welding Code -Steel.
2. AWS D1.3, Structural Welding Code -Sheet Steel.
3. AWS D1.8, Structural Welding Code - Seismic Supplement.
4. AWS Certified welders.
5. AWS - American Welding Society
6. AWS A2.4 Standard Symbols for Welding, Brazing and Non -Destructive Examination
B. Coating applicator - Galvanized Metal Fabrications: Company specializing in hot -dip galvanizing after fabrication and following the procedures in the Quality Assurance Manual of the American Galvanizers Association.
1.5 FIELD MEASUREMENTS
A. Verify field measurements.
PART 2 - PRODUCTS
2.1 METALS, GENERAL
A. Metal Surfaces, General: Provide materials with smooth, flat surfaces, unless otherwise indicated. For metal fabrications exposed to view in completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes.
2.2 FERROUS METALS
A. Steel Sections: ASTM A992 for W -Shape sections and ASTM A36 for all other members.
B. Steel Plates, Shapes, and Bars: ASTM A36/A36M.
C. Bending or cold -formed steel: ASTM A283, Grade C.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HANDRAILS AND RAILINGS
Section 05 52 00
SECTION 05 52 00
HANDRAILS AND RAILINGS
D. Floor/Stair Plate: ASTM A786, Pattern No. 5, medium pattern, raised lug pattern, 12 gauge. Steel ASTM A36 or ASTM A283 Mild Steel, Grade C or D.
E. Steel Round Structural Tubing: ASTM A500, Grade C, minimum yield strength, 46 ksi.
F. Structural Tubing: Hollow Structural Sections (HSS), ASTM A500, Grade B, minimum yield strength, 42 ksi.
G. Pipe: ASTM A53, Grade B, Type E or S, Schedule 40, galvanized unless noted painted.
H. Mechanical Tubing: ASTM A 513 hot- or cold -rolled carbon steel for non-structural tubing, electric welded tubing.
Abrasive -Surface: for stair rungs, floor plate, with abrasive material metallically bonded to steel by a proprietary process, OSHA compliant.
2.3 FASTENERS
A. General: Provide Type 304 or 316 stainless -steel fasteners for exterior use and zinc -plated fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, where built into exterior walls. Select fasteners for type, grade, and class required.
B. Bolts and Nuts: Regular hexagon -head bolts, ASTM A307, Grade A; with hex nuts, ASTM A563 and ANSI B18.2.1; and, where indicated, flat washers and ASTM A325 as indicated on drawings.
C. High Strength Bolts ASTM A325.
D. Anchor Bolts ASTM F1554, Grade 36.
E. Machine Screws ASME B18.6.3.
F. Lag Bolts ASME B18.2.1.
G. Wood Screws Flat head, carbon steel, ASME B18.6.1.
H. Plain Washers Round, carbon steel, ASME B18.22.1.
Lock Washers Helical, spring type, carbon steel, ASME B18.21.1.
J. Eyebolts: for wood, steel or concrete construction, Stainless steel Type 304. 1/4" shoulder pattern rated 500 lbs. minimum. Epoxied in Concrete where indicated.
K. Threaded rods, steel yokes and plates.
L. Self -drilling, self -tapping screws, ASTM C954, galvanized, minimum #10 unless noted otherwise on drawings. By Buildex/Tomarco or equal.
M. Anchorage Devices, Drilled Expansion Anchors Minimum 5/8 -inch diameter with 3 inch embedment unless noted otherwise on drawings. Allowable shear and tension values as permitted in ICC-ES, ESR-1917 Hilti Kwik Bolt TZ Concrete Anchor or Hilti Kwik Bolt 3, ESR-1385 for masonry anchors, by Hilti Inc., Tulsa, OK, or in ICC-ES 2502, DeWalt Power-Stud+SD2 concrete anchor or DeWalt Power -Stud+ SD1, ESR-2966 for masonry anchors, by Dewalt, Towson, MD.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HANDRAILS AND RAILINGS
Section 05 52 00
SECTION 05 52 00
HANDRAILS AND RAILINGS
2.4 MISCELLANEOUS MATERIALS
A. Shop Primer: Fabricator's rust inhibitive primer suitable for finish scheduled in Section 09 90 00 equal to L69 Hi Build Epoxoline II @ 3-4 mils DFT primer, red color, air dried, by Tnemec.
B. Galvanizing Repair Compound: ASTM D520 Type III, MIL -P-21035, SSPC-Paint 20, or MPI #18 or 19. Touch -Up products for Galvanized Surfaces Ready mixed Zinc rich galvanizing compound, 95% zinc.
1. Finish: Galvilite by ZRC Products Company, Marshfield, MA or equal. Reflective Metallic Sheen for exposed galvanized finish.
2. Finish: ZRC Products Company, Marshfield, MA or equal. Primer for repaired galvanized to receive a painting finish.
C. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.
D. Grout ASTM C1107, Non -shrink type, pre -mixed compound consisting of non-metallic aggregate, cement, water reducing and plasticizing additives, capable of developing a minimum compressive strength of 8,000 psi at 7 days; of consistency suitable for application and a 30 minute working time.
E. Safety Stair Nosings Cast -in -Place, Style B -41A, extruded aluminum, 4 inches wide manufactured by Barrycraft Pattern and Foundry, Inc., Birmingham, AL, or equal.
Provide 2" strip contrasting colors (70% contrasting) full width of step, 1" maximum from edge of nosing of each exterior tread and top landing (upper approach), and top and bottom steps of interior stairs unless nosing are indicated at all steps on drawings, CBC Section 11B-504. Colors to be selected by Architect.
2.5 FABRICATION
A. Fit and shop assemble in largest practical sections for delivery to site.
B. Ease exposed edges to small uniform radius.
C. Fabricate items with joints tightly fitted and secured.
D. Welded Joints. Seal joined members by continuous welds. Dress welded joints, leaving no burrs, or sharp or abrasive corners, edges or surfaces.
1. Where exposed to view, dress welds in accordance with NOMMA Guidelines for Finish 1.
2. Where concealed, dress welds in accordance with NOMMA Guidelines for Finish 3.
E. Exposed Mechanically Fastened Joints. Make exposed, mechanically fastened joints hairline -tight, flush, butt joints. Secure with flush -mount, countersunk, screws or bolts; unobtrusively located; consistent with design of component, except where specifically indicated otherwise.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HANDRAILS AND RAILINGS
Section 05 52 00
SECTION 05 52 00
HANDRAILS AND RAILINGS
F. Provide components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as related metal fabrication, unless expressly indicated otherwise.
2.6 FINISHES
A. Steel and Iron
1. Clean surfaces of rust, scale, grease and foreign matter prior to finishing. Prepare in accordance with SSPC SP -2.
2. Galvanize steel items to zinc coating thickness in accordance with ASTM A123, minimum Coating Grade 80 (1.9 oz/sq. ft.). Surfaces shall be free of icicles, spangles and puddling. Provide venting holes at all enclosed sections, "V" notch, and drilled holes are acceptable. Locate to prevent rainwater from entering enclosed sections at exterior galvanized items. For sheet steel items, galvanize per ASTM A653 G60 Coating Designation.
3. Galvanized items to be painted: Do not use quenching solutions or treatments immediately after galvanizing. Refer to individual sections for galvanized items to be painted and to Section 09 90 00.
4. Do not prime surfaces in direct contact with concrete or where field welding is required.
5. For painted surfaces, prime items with two coats in accordance with requirements of primer specified herein.
6. Color Coated with Finish Special Coatings in accordance with Section 09 90 00 Painting for exposed surfaces.
B. Apply two coats of bituminous paint to concealed aluminum and steel surfaces in contact with cementitious materials or between dissimilar metals. Bituminous Paint:
Cold -applied asphalt emulsion complying with ASTM D 1187/D 1187M.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive work.
B. Do not begin installation until unsatisfactory conditions are corrected. Beginning installation means acceptance of existing conditions including the preparatory work of others, if any.
3.2 PREPARATION
A. Clean and strip primed steel items to bare metal where site welding is required.
B. Supply items required to be cast into concrete or embedded in masonry with setting templates to appropriate sections.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HANDRAILS AND RAILINGS
Section 05 52 00
SECTION 05 52 00
HANDRAILS AND RAILINGS
3.3 INSTALLATION
A. Install items plumb and level, accurately fitted, free from distortion or defects.
B. Allow for erection loads and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments.
C. Field weld components indicated on shop drawings.
1. Weld joints using shielded metal -arc welding (SMAW) method. Use coated welded rods, not fluxed, or type recommended by manufacturer for use with parent metal. Use only certified welders for structural construction.
2. Grinding: Grind welds on surfaces subject to traffic or contact to smooth flush joints.
3. Peening: Remove flux and weld spatter as necessary to eliminate unsightly conditions and grind off sharp projections.
4. Permanently Concealed Welds: No treatment required other than preparation for painting or galvanizing.
D. Perform field welding in accordance with AWS standards and procedures for metal alloy welded.
E. Obtain Architect approval prior to site cutting or making adjustments not scheduled.
F. After erection, prime welds, abrasions and surfaces not shop primed except surfaces to be in contact with concrete.
G. Repair of Galvanized Surfaces: Ready mixed, zinc -rich galvanizing compound, ASTM A780 - A2. Repair Using Paints Containing Zinc Dust, minimum thickness 5 mils.
H. Corrosion Protection: Coat concealed surfaces of aluminum that come into contact with grout, concrete, masonry, wood, or dissimilar metals with the following:
1. Cast Aluminum: Heavy coat of alkali -resistant bituminous paint.
2. Extruded Aluminum: Two coats of clear lacquer.
3.4 ERECTION TOLERANCE
A. Maximum Variation from Plumb 1/4 inch per story, non -cumulative.
B. Maximum Offset From True Alignment 1/4 inch.
3.5 FINISHES
A. Paint with Gloss Polyurethane High Performance Coatings in Special Coatings per Section 09 90 00 Painting.
3.6 SCHEDULE
A. Refer to Drawing details for items.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HANDRAILS AND RAILINGS
Section 05 52 00
SECTION 05 52 00
HANDRAILS AND RAILINGS
B. Fasteners: Provide fasteners and connectors of approved types, whether indicated or not.
C. Hot -Deep Galvanized in accordance with ASTM A 123 for steel and iron products:
1. ASTM A 153 for steel and iron hardware.
2. Coating Grades Shall be as follows:
a. Exterior Railing schedule for exposed galvanized finish; G85. b. Interior railing schedule for exposed galvanized finish: G60.
3. Galvanized after fabrication in largest partial sections; omit galvanizing at areas to be field welded.
E. Summary of the change: Revised the finish on the handrails from a Gloss Polyurethane High Performance Coating to an Exposed Galvanized Finish as noted above.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HANDRAILS AND RAILINGS
Section 05 52 00
SECTION 07 92 00
JOINT SEALANTS
SECTION 07 92 00 - JOINT SEALANTS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Preparing substrate surfaces.
B. Sealant and joint backing.
C. Related Section:
1. Section 07 84 00, Firestopping. For fire -rated assemblies.
1.2 REFERENCE STANDARDS
A. Conform to current adopted reference standards by date of issue of the current code cycle and the date of the Contract Documents.
B. ASTM C834 - Latex Sealing Compounds.
C. ASTM C881 - Epoxy -Resin Base Bonding Systems for Concrete.
D. ASTM C919 - Use of Sealants in Acoustical Applications.
E. ASTM C920 - Elastomeric Joint Sealants.
F. ASTM D1056 - Flexible Cellular Materials - Sponge or Expanded Rubber.
G. ASTM C1184 - Structural Silicone Sealant.
H. ASTM C1193 - Standard Guide for Use of Joint Sealants.
ASTM C1311 - Solvent Release Sealants. Butyl and acrylic base polymer.
J. ASTM C1330 - Cylindrical Sealant Backing for Use with Cold Liquid -Applied Sealants.
K. ASTM C1635 Standard Test Method to Evaluate Adhesion/Cohesion Properties of a Sealant at Fixed Extensions
L. SWRI (Sealant, Waterproofing and Restoration Institute) - Sealant and Caulking Guide Specification ( www.SWRIONLINE.org) .
M. GANA: Glass Association of North America Sealant Manual, 2008.
N. SCAQMD - South Coast Air Quality Management District Regulations Rule 1168 Adhesive and Sealant Applications
1.3 SUBMITTALS
A. Product Data: Provide data indicating sealant chemical characteristics, performance criteria, substrate preparation, limitations, and color availability.
B. Manufacturer's installation Instructions: Indicate special procedures, surface preparation, and perimeter conditions requiring special attention.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
JOINT SEALANTS
Section 07 92 00
SECTION 07 92 00
JOINT SEALANTS
1.4 QUALITY ASSURANCE
A. Perform Work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions.
B. Perform acoustical sealant application work in accordance with ASTM C919.
C. Prepare sample joints in the construction to demonstrate to the Architect the quality of the Work to be performed. Accepted sample joints will be used to judge the quality of the Work.
D. Qualifications
1. Manufacturer: Company specializing in manufacturing the Products specified in this Section with minimum three years' experience.
2. Applicator:
a. Pre -qualified applicator specializing in performing Work of this Section with minimum three years' experience and approved by manufacturer. b. This applicator shall be licensed joint sealing specialty Contractor. c. Submit list of completed local projects of similar sealant applications.
E. Comply with Air Quality regulations, California Regulations:
1. SCAQMD Rule 1168 compliant VOC limit of 250.
1.5 ENVIRONMENTAL REQUIREMENTS
A. Maintain temperature and humidity recommended by the sealant manufacturer during and after installation.
1.6 COORDINATION
A. Coordinate the Work with all Sections referencing this Section.
1.7 WARRANTY
A. Provide five-year product warranty.
B. Provide two-year installer's warranty.
C. Warranty: Include coverage for installed sealants and accessories which fail to achieve air tight seal, water tight seal, exhibit loss of adhesion or cohesion, or do not cure.
D. Upon written notification of failure due to defective materials or application, repair or replace failure to the approval of the Architect and at no cost to Owner.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
JOINT SEALANTS
Section 07 92 00
SECTION 07 92 00
JOINT SEALANTS
PART 2 - PRODUCTS
2.1 SEALANT AND MATERIAL MANUFACTURERS
A. Following is list of acceptable manufacturers of sealants and sealant materials.
Inclusion in this list is not intended to imply that all manufacturers make all products.
Products made by listed manufacturers must comply with all specified requirements.
1. Bostik Construction Products.
2. Dow Corning Corporation ( www.dowcorning.com/construction)
3. Sika Corporation.
4. General Electric Company.
5. W.R. Meadows, Inc.
6. Pecora Corporation.
7. Mameco International.
8. Tremco/Vulkem.
9. Sonneborn, ChemRex Inc.
10. Hilti
11. 3M Company
B. Substitutions: As approved.
2.2 SEALANT TYPES
A. Single -Component Urethane: ASTM C 920, Type S, Grade NS, Class 35, Use NT, A, M, and 0; USDA and FDA status.
B. Single -Component Urethane (Self -Leveling): ASTM C 920, Type S, Grade P, Class 35, Use T, A, M.
C. Multi -Component Urethane (Gun -Grade): ASTM C 920, Type M, Grade NS, Class 35, Use NT, A, M, and O.
D. Multi -Component Polyurethane (Gun -Grade): ASTM C 920, Type M, Grade NS, Class 35, Use T, A, M, and O.
E. Multi -Component Urethane (Self -Leveling): ASTM C 920, Type M, Grade P, Class 25, Use T, A, M, and O.
F. Single -component sealant, Silicone (Neutral -curing): ASTM C 920, Type S, Grade NS, Class 35, Use NT, G, A, M, and 0; USDA, NSF and FDA 21 CFR 177.2600 approved.
G. Single -component sealant, Silicone (Neutral -curing,): ASTM C 920, Type S, Class
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
JOINT SEALANTS
Section 07 92 00
SECTION 07 92 00
JOINT SEALANTS
100/50, Grade P, Use T, and O.
H. Single -component, modified silicone polymer (silyl-terminated polyether resin - STPe), elastomeric sealant with plus -100 -percent to minus -50 -percent movement and complying with ASTM C-920, Type S, Grade NS, Uses NT, G, M, A, and O.
1. Acceptable Product: BASF, Sonolastic 150 Tint Base, or equal. Color shall be as selected by the Architect from the manufacturer's full range of available colors.
Acrylic -Latex Caulk: ASTM C 834, Type OP or C, Grade 18 deg. C.
J. Bedding Compound: For installation of thresholds and similar items indicated to be bedded in sealant, use a preformed butyl-polyisobutylene sealant tape. Size of tape as required for the specific application.
K. Adhesives: Type that complies with Mil. Spec. MIL -A-46146
1. Product: Dow Corning 3145 Silicone Adhesive
2. Color: Clear or Translucent.
3. Peel Strength: 75
L. Acoustical Sealant - gunnable type, non-drying, non -hardening permanently flexible, ASTM C919, ASTM C834, ASTM C920.
1. Manufacturers: Tremco Acoustical Sealant, U.S. Gypsum Sheetrock Acoustical Sealant, Pecora Corp. BA -98 or equal.
M. Fire -Rated Sealants: Per Section 07 84 00 Firestopping.
N. Butyl Sealants: Butyl rubber sealant, BC -158 by Pecora or equal in compliance with VOC regulations of local Air Quality Districts.
2.3 JOINT AND SURFACE TYPES
A. Pedestrian and Vehicle Traffic Joints - Provide one of the following for each joint type:
1. Multi -component urethane (self -leveling)
2. Single -component urethane (self -leveling)
3. Single -component sealant, silicone (neutral curing) B. Non -Traffic Deck Joints - Provide one of the following for each joint type:
1. Multi -component urethane (gun -grade)
2. Single -component urethane
3. Single -component sealant, silicone
C. Concrete Surfaces exceeding 20 square feet.
1. Single -Component Silicone (Neutral -curing,): ASTM C 920 Class 25, Type S, Grade P, Use T, and 0 (self -leveling).
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
JOINT SEALANTS
Section 07 92 00
SECTION 07 92 00
JOINT SEALANTS
D. Vertical Joints - Provide one of the following for each joint type:
1. Multi -component urethane (gun -grade)
2. Single -component sealant, silicone (neutral cure)
E. Expansion, Control, and Perimeter Joints - Provide one of the following for each joint type:
1. Multi -component urethane (self -leveling)
2. Single -component urethane; use only where dynamic movement will not exceed 50 percent of joint width - above or below grade
3. Single -component urethane (self -leveling)
4. Single -component sealant, silicone.
F. Curtainwalls, storefronts, entrances, and Related Assemblies - Provide one of the following for each joint type or installation at perimeter of aluminum -framed systems:
1. Single -component silicone (neutral -curing)
2. Non -Moving Joints, Interior and Exterior: Single -component sealant, silicone neutral cure),-ASTM C920.
G. Water -Immersion Areas - Provide one of the following for each joint type, ASTM C920, Class 25, Use I, T, NT, M, and 0.:
1. Multi -component urethane (self -leveling)
2. Single -component urethane (self -leveling)
3. Multi -component polysulfide (self -leveling)
4. Multi -component polysulfide (non -sag)
H. Glazing - Provide one of the following for each joint type:
1. Single -component sealant, silicone (neutral -curing).
2. Structural silicone sealant for Structural Glazing.
Acoustical Sealant - gunnable, provide the following:
1. Non-drying, non -hardening, non -skinning sealant type, ASTM C919.
2. Acrylic -latex caulk, Type OP opaque or Type C clear at visual locations, ASTM C834.
3. Chemically curing Sealant, for interior sound reduction application, ASTM C920.
J. Acoustical Putty Pads - QuietPutty 380 by Quiet Rock or equal.
1. Thickness: 1/8"
2. Width: 7"
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
JOINT SEALANTS
Section 07 92 00
SECTION 07 92 00
JOINT SEALANTS
3. Length: 7"
4. Surface Burning Characteristics: Class A
K. Smoke and Acoustical Sealant: ASTM C834, Hilti CP 506 (openings), CP 572 (joints), STI SpecSeal "Smoke 'N' Sound Acoustical Spray"
L. Toilet and Bath Areas: Sealant containing a fungicide for mildew resistance - Provide one of the following for each joint type:
1. Single -component silicone (neutral -curing)
2. Single -component silicone (acid cure)
M. Exterior Doors and Windows: Sealant used for exterior joints or butyl rubber.
1. Fire -rated sealant at fire -rated assemblies per Section 07 84 00.
N. Interior Doors and Windows - Provide one of the following for each joint type:
1. Single -component sealant, silicone (neutral cure)
2. Fire -rated sealant at fire -rated assemblies per Section 07 84 00.
O. Built -In Cabinet Work: In kitchen, toilet, and bath areas, as specified for those areas.
In other areas, single -component silicone (neutral -curing) or acrylic -latex caulk.
P. Rated Walls: Fire -rated Sealant, per UL Systems classification and in accordance with Section 07 84 00.
1. Fire -rated sealant between rated walls or ceilings and their adjoining rated materials and construction, including but limited to door and window frames.
Q. Miscellaneous locations: Butyl rubber at all gaps, holes, openings, under wood sills, penetrations or channel metal track in exterior envelope of building not identified herein. Install as directed by the Architect.
R. Seal all cutouts and penetrations: For electrical, mechanical, plumbing and structural framing cutouts and penetration at interior surfaces with acoustical sealant and fire -rated sealant for rated walls per section 07 84 00, or butyl rubber for exterior surfaces including walls.
2.4 SEALANT COLORS
A. Provide materials matching colors indicated or if no color is indicated, matching the color samples selected from those submitted to the Architect.
1. Sealant between walls and door, window, and louver frames to match adjacent wall color.
2.5 ACCESSORIES
A. Primer: Non -staining type, recommended by sealant manufacturer to suit application.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
JOINT SEALANTS
Section 07 92 00
SECTION 07 92 00
JOINT SEALANTS
B. Joint Cleaner: Non -corrosive and non -staining type, recommended by sealant manufacturer; compatible with joint forming materials.
C. Joint Backing Rod: ASTM C1330 Class C, closed cell polyethylene cylindrical backer rod; oversized 30 to 50 percent larger than joint width, Green Rod by Nomaco Inc., Zebulon, NC, Backer Rod Mfg. Denver, CO or equal.
D. Elastomeric Tubing Sealant Backing: ASTM D1056 - Flexible Cellular Materials - Sponge or Expanded Rubber.
E. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application.
F. Filler: Mineral fiber board; ASTM C612, Classl, thickness same as joint, depth to fill void completely behind backer -up rod.
G. Tape Sealants; pressure sensitive, 100% solid, sealing tape with a release paper backing. Provide permanent elastic, non -sagging, non-toxic, non -staining tape sealant. Schnee -Morehead Inc. "Tacky Tape" SM5227, 3/32" or 1/2" wide x 3/8" thick x 45' long, or equal.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that substrate surfaces and joint openings are ready to receive Work.
B. Verify that joint backing and release tapes are compatible with sealant.
3.2 PREPARATION
A. Remove loose materials and foreign matter which might impair adhesion of sealant.
B. Clean and prime joints in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions.
D. Protect elements surrounding the Work of this Section from damage or disfiguration.
E. At deep joints install filler material to fill space behind the back-up rod and position the rod at proper depth.
3.3 INSTALLATION
A. Do not proceed with sealant Work until the sample joints specified in Part 1 of this Section have been prepared and accepted by the Architect.
B. Install sealant in accordance with manufacturer's instructions and ASTM C1193.
C. Apply sealant per ASTM C919 at gypsum board framed sound walls, side of runners in metal framing and miscellaneous openings and cutouts.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
JOINT SEALANTS
Section 07 92 00
SECTION 07 92 00
JOINT SEALANTS
D. Measure joint dimensions and size materials to achieve required 2:1 width/depth ratios.
E. Install joint backing to achieve a neck dimension no greater than 1 /3 of the joint width.
F. Install bond breaker where joint backing is not used.
G. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.
H. Apply sealant within recommended application temperature ranges. Consult manufacturer when sealant cannot be applied within these temperature ranges.
Tool joints concave unless detailed otherwise.
3.4 CLEANING
A. Clean adjacent soiled surfaces.
3.5 PROTECTION OF FINISHED WORK
A. Protect finished installation.
B. Protect sealants until cured.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
JOINT SEALANTS
Section 07 92 00
SECTION 08 12 13
HOLLOW METAL FRAMES
SECTION 08 12 13 - HOLLOW METAL FRAMES
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Non -rated and Fire -rated Welded steel frames for doors.
B. Related Sections
1. Section 06 20 00, Finish Carpentry - Installation of Doors.
1.2 REFERENCE STANDARDS
A. Conform to reference standards by date of issue current on date of Contract Documents.
B. SDI - Steel Door Institute.
1. SDI 100 - Recommended Specifications for Standard Steel Doors and Frames, Latest Edition.
2. SDI 111 - Recommended Standard Details Steel Doors and Frames.
3. SDI 117 - Manufacturing Tolerances Standard Steel Doors and Frames.
4. SDI 118 - Basic Fire Door Requirements.
C. ANSI - American National Standards Institute
1. ANSI A250.4 and A450.5 - Test Procedure / Acceptance Criteria for Physical Conformance.
2. ANSI A250.6- Hardware on Steel Doors (Reinforcement Applications).
3. ANSI A250.8/SDI-100 - Recommended Specifications for Standard Steel Doors and Frames, Latest Edition.
4. ANSI A250.10 - Test Procedure and Acceptance Criteria for Prime Steel Surfaces for Steel Doors and Frames.
5. ANSI A250.11/SDI-105 - Recommended Erection Instructions for Steel Frames.
D. ASTM - American Society for Testing and Materials
1. ASTM A653 - Sheet Steel, Zinc -Coated (Galvanized) or Zinc - Iron Alloy - Coated (Galvannealed) by the Hot -Dip Process.
2. ASTM A924 - General Requirements for Steel Sheet, Metallic -Coated by the Hot -Dip Process.
3. ASTM A1008 - Steel, Sheet, Cold -Rolled, Carbon, Structural, High -Strength Low -Alloy and High -Strength Low -Alloy with Improved Formability.
4. ASTM D6386 - Preparation of Hot -Dipped Galvanized Coated Iron and Steel and
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL FRAMES -WELDED
Section 08 12 13
SECTION 08 12 13
HOLLOW METAL FRAMES
Hardware Surfaces for Painting.
E. ADA - Americans with Disabilities Act of 1990, as amended.
1. ADA Standards - ADA Title 11 Regulations and the 2010 ADA Standards for Accessible Design.
F. CBC - 2019 California Building Code.
G. CRSC - California Referenced Standards Code (CCR Title 24, Part 12)
1. CRSC-7A.4 - Standard 12-7A-4 Fire Resistive Standards, Fire Door Assemble Tests
2. CRSC-10.2 - Standard 12-10-2 Single Point Latching or Locking Devices
3. CRSC-10.3 - Standard 12-10-3 Emergency Exit and Panic Hardware H. NFPA - National Fire Protection Association
1. NFPA 80 - Fire Doors and Windows
UL - Underwriters Laboratories, Inc.
1. UL -1 OB - Fire Test of Door Assemblies
2. UL 10C - Positive Pressure Fire Tests of Door Assemblies J. Standard 12-7-4 Fire Resistive Standards, Fire Door Test Assembly Tests - California Referenced Standards Code, CCR Title 24, Part 12.
K. AWS - American Welding Society
1. AWS A2.4 - Standard Symbols for Welding, Brazing and Non Destructive Examination
2. AWS A5.1 - Carbon Steel Electrodes for Shielded Metal Arc -Welding
3. AWS A5.5 - Low Alloy Steel Electrodes for Shielded Metal Arc -Welding
4. AWS B2.1 - Welding Procedure and Performance Qualification
5. AWS D1.1 - Structural Welding Code, Steel
6. AWS D1.3 - Structural Welding Code, Sheet Steel
1.3 SUBMITTALS
A. Shop drawings indicating frame configuration, anchor types and spacing, location of cutouts for hardware, reinforcement, and finish.
B. Product data.
C. Manufacturer's installation instructions.
D. Job Closeout: provide one complete manufacturer's catalog to Owner's lock shop or Authorized Representative.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL FRAMES -WELDED
Section 08 12 13
SECTION 08 12 13
HOLLOW METAL FRAMES
1.4 QUALITY ASSURANCE
A. Manufacture frames to conform to SDI standards except where exceeded by this Specification.
B. Comply with ANSI/SDI A250.4 Level A, one million cycle swing test performance for 3070 door frames.
C. Manufacturer: Company specializing in manufacturing products specified in this Section having minimum five (5) years experience.
D. Installer: Firm with minimum five (5) years experience in installation of metal doors and frames.
1.5 DELIVERY, STORAGE AND PROTECTION
A. Deliver and protect frames with manufacturer's shipping safeguards.
B. Attach spreader bars on welded frames to preclude warping or bending during delivery and storage.
C. Storage: Store in dry secure location. Place units on minimum 4 inch high wood blocking. Avoid non -vented plastic or canvas shelters. Provide 1/4 inch wide spaces between stacked units.
1.6 WARRANTY
A. One-year warranty against defects in materials and workmanship. Warranty to commence at Date of Certified Substantial Completion.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Products of following manufacturers form basis for design and quality intended.
1. SteelCraft, an Allegion Brand, Dublin, Ireland
2. Ceco Door, Milan, TN.
3. Curries Company, Mason City, IA.
4. Door Components, Inc., Fontana, CA.
5. Mesker Doors, Huntsville, AL.
6. Republic Doors and Frames, McKenzie, TN.
B. Or an approved equal.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL FRAMES -WELDED
Section 08 12 13
SECTION 08 12 13
HOLLOW METAL FRAMES
2.2 WELDED FRAMES
A. Type: ANSI A250.8/SDI-100, Level 1 Standard Duty frames, with integral stop and flat trim, double rabbet, profiles as indicated on Drawings, cold rolled steel, Commercial Steel, ASTM A1008, galvanized steel ASTM A653 and ASTMA924 for exterior applications. Minimum: 16 gauge.
1. Drywall: Provide backbend returns.
2. Plaster: Keyed -in -frame backbends.
B. Anchors: Provide two anchors at head for openings up to 48 inches, three if wider, maximum 30 inches on centers. Provide three at jamb for doors up to 84 inches in height, additional anchors at maximum 30 inches on centers for higher doors.
1. Provide appropriate type of anchors consistent with type of wall construction for each installation and in conformance with SDI 111 and ANSI 250.11.
C. Floor Attachment: Provide adjustable base anchor with extension for expansion anchor attachment to concrete floor. Extension factory welded. Minimum thickness:
14 gauge.
1. Wedge Type: KWIK Bolt TZ, 3/8 to 3/4 inch diameter, ICC ESR-1917, by Hilti Inc., Tulsa, OK.
2. Monolithic Concrete Slabs: Clip -type anchors, with holes to receive fasteners.
D. Hardware Attachment: Mortise, reinforce, drill and tap at factory to receive specified hardware. Install minimum 10 gauge reinforcing welded to frame for surface mounted hardware, except install 7 gauge reinforcing for hinges. Tap to templates.
1. Install reinforcing for closers, both sides of frames, on all frames, single and pairs, labeled and non -labeled.
2. Use 10 Gauge reinforcing for locks, panics, closers, and hold -open arms.
E. Silencers: Make provision for minimum three rubber silencers at strike jamb of all doors except fire -rated doors, and one at head of each leaf of double doors, except fire -rated doors.
F. Fire -Rated Frames:
1. Construct as tested and rated in accordance with SDI 118.
2. Conform to Standard 12-7-4 Fire Resistive Standards, Fire Door Test Assembly Tests - California Referenced Standards Code, CCR Title 24, Part 12 and NFPA
80. 3. Attach UL or WH label to frame.
4. Refer to drawings for rating requirements.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL FRAMES -WELDED
Section 08 12 13
SECTION 08 12 13
HOLLOW METAL FRAMES
2.3 PROTECTIVE COATINGS
A. Interior Frames:
1. Metallic coating protection not required.
2. Pretreat and shop prime, air-dried, conforming to ANSI A250.10
3. Prime and paint frames under Section 09 90 00 Painting, colors as indicated on drawings.
B. On surfaces where metallic coating has been damaged or removed during fabrication, frames shall be touched -up with factory -applied primer.
2.4 FABRICATION
A. Fabricate interior welded steel door frames as machine -mitered face -welded unit type.
Weld and grind smooth.
BC. Where cross mullions or T intersections occur, frames shall be fabricated as butted and face -welded assembly joints. At mullion -to -base intersections extend mullion to floor and face weld. Where butted joints are exposed to weather, seal intersection as specified in Section 07 92 00.
C. Machine mitered faces and butt -joined integral stops permitted with continuous welds.
D. Fabricate frames with hardware reinforcement plates welded in place.
E. Fabricate frames to accept anchors as described in SDI -111 for type of wall construction.
F. Reinforce frames for door closers on both sides of frames.
G. Apply primer to all surfaces of frames, in accordance with requirements of ANSI A250.10. Metallic -coated protected surfaces shall be pretreated prior to application of primer.
H. Attach fire -rated label to each fire -rated door frame.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install frames in accordance with ANSI A250.11/SDI-105.
1. Installation of jamb anchors to steel framing: weld to studs.
2. Install Floor anchors, 1 clip angle per jamb with expansion wedge type anchor.
3. Check plumb, squareness, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL FRAMES -WELDED
Section 08 12 13
SECTION 08 12 13
HOLLOW METAL FRAMES
B. Fire doors frames shall be installed in accordance with their listing, Standard 12-7-4 Fire Resistive Standards, Fire Door Assembly Tests - California Referenced Standards Code, CCR Title 24, Part 12, and NFPA No. 80, and the manufacturer's instructions.
C. Install insulation behind frames, unless noted otherwise.
D. Coordinate anchor placement with type of wall construction.
E. Prime and Paint frames under Section 09 90 00, Painting, colors as indicated on drawings.
3.2 TOLERANCES
A. Conform to standard of tolerances as required in SDI -117.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL FRAMES -WELDED
Section 08 12 13
SECTION 08 13 13
HOLLOW METAL DOORS
SECTION 08 13 13 - HOLLOW METAL DOORS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Non -rated and Fire -rated rolled-steel doors.
B. Glass stops.
C. Related Sections:
1. Section 06 20 00, Finish Carpentry - Installation of Doors.
1.2 REFERENCE STANDARDS
A. Conform to reference standards by date of issue current on date of Contract Documents.
B. ADA - Americans with Disabilities Act of 1990, as amended.
1. ADA Standards - ADA Title II Regulations and the 2010 ADA Standards for Accessible Design.
C. SDI - Steel Door Institute.
1. SDI 100 - Recommended Specifications for Standard Steel Doors and Frames, Latest Edition.
2. SDI 118 - Basic Fire Door Requirements.
3. SDI 111 - Standard Details Steel Doors and Frames .
4. SDI 117 - Manufacturing Tolerances Standard Steel Doors and Frames.
D. ANSI - American National Standards Institute
1. ANSI A250.4 - Test Procedures and Acceptance Criteria for Physical Endurance for Steel Doors and Hardware Reinforcings.
2. ANSI A250.5 - Accelerated Physical Endurance Test Procedure for Steel Doors, Frames, and Frame Anchors.
3. ANSI A250.8/SDI 100 - Recommended Specifications for Standard Steel Doors and Frames.
4. ANSI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames.
5. ANSI A250.11/105 - Recommended Erection Instructions for Steel Frames.
E. ASTM - American Society for Testing and Materials
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL DOORS
Section 08 13 13
SECTION 08 13 13
HOLLOW METAL DOORS
1. ASTM A653 - Standard Specification for Sheet Steel, Zinc -Coated (Galvanized) or Zinc -Iron Alloy Coated (Galvannealed) by the Hot -Dip Process.
2. ASTM A924 - General Requirements for Steel Sheet, Metallic -Coated by the Hot -Dip Process.
3. ASTM A1008 - Standard Specifications for Steel, Sheet, Cold -Rolled, Carbon, Structural, High -Strength Low -Alloy and High -Strength Low -Alloy with Improved Formability.
4. ASTM A568 - General Requirements for Steel, Sheet, Carbon, and High -Strength, Low -Alloy, Hot -Rolled and Cold -Rolled.
F. CBC - 2019 California Building Code
1. CBC-10 - CBC Chapter 10, Means of Egress
2. CBC-11 - CBC Chapter 11B, Accessibility to Public Buildings, Public Accommodations, Commercial Facilities and Publicly Funded Housing G. CRSC - California Referenced Standards Code (CCR Title 24, Part 12)
1. CRSC-7A.4 - Standard 12-7-4 Fire Resistive Standards, Fire Door Assemble Tests
2. CRSC-7A.2 - Standard 12-7A-2, Exterior Windows
3. CRSC-10.2 - Standard 12-10-2 Single Point Latching or Locking Devices
4. CRSC-10.3 - Standard 12-10-3 Emergency Exit and Panic Hardware H. NFPA - National Fire Protection Association
1. NFPA 80 - Fire Doors and Windows
2. NFPA 105 - Installation of Smoke Door Assemblies
3. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies UL - Underwriters Laboratories, Inc.
1. UL 10C - Positive Pressure Fire Tests of Door Assemblies
2. UL 1784 - Air Leakage Test for Door Assemblies
J. ITS-WH - Intertek Testing Services -Warnock -Hersey.
1.3 SUBMITTALS
A. Shop drawings indicating core material, location of cutouts for hardware, reinforcement and finish.
B. Product data.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL DOORS
Section 08 13 13
SECTION 08 13 13
HOLLOW METAL DOORS
C. Manufacturer's installation instructions.
1.4 QUALITY ASSURANCE
A. Manufacture doors to conform to SDI standards except where exceeded by this Specification.
B. Comply with ANSI/SDI A250.4 Test Procedure and Acceptance Criteria for - Physical Endurance for Steel Doors and Hardware Reinforcing. Level A, one million cycle swing test performance.
C. ADA-The Americans with Disabilities Act - Title II -Uniform Federal Accessibility Standards.
1.5 DELIVERY, STORAGE AND PROTECTION
A. Deliver and protect doors with manufacturer's shipping safeguards.
B. Storage: Store in dry secure location. Place units on minimum 4 -inch high wood blocking. Avoid non -vented plastic or canvas shelters. Provide 1 /4 -inch wide spaces between stacked doors.
1.6 WARRANTY
A. One-year warranty against defects in materials and workmanship. Warranty to commence at Date of Certified Substantial Completion.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Products of following manufacturers form the basis for design and quality intended.
1. Ceco Door, Milan, TN.
2. Curries Company, Mason City, IA.
3. Door Components, Inc., Fontana, CA.
4. Mesker Doors, Huntsville, AL.
5. Republic Doors and Frames, McKenzie, TN.
6. SteelCraft, an Allegion Brand, Dublin, Ireland.
B. Or an approved equal.
2.2 DOORS
A. Interior Doors: ANSI A250.8/SDI-100, Level 2, Heavy -Duty, Physical Performance Level B, 1-3/4 inches thick, Model 2 Seamless, 18 gauge cold -rolled face sheets, ASTM A1008, seamless continuously welded seam dressed smooth, hollow -steel construction, Close top and bottom with flush end closure, beveled edge profile, sizes as scheduled on drawings, prime coated only..
B. End Closures: Minimum 18 gauge.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL DOORS
Section 08 13 13
SECTION 08 13 13
HOLLOW METAL DOORS
C. Fire Rated Doors Assembly: Test in accordance with NFPA 252. CRSC California Referenced Standards Code, Standard 12-7-4, Fire Door Assembly Tests.
D. Fire Rated Doors: Label "S" for smoke assembly requirements, NFPA 80, NFPA 105.
2.3 DOOR CORE
A. Performance Test Procedures Requirements: Conform to ANSI A250.4 B. Core for non -fire -rated doors:
1. Core for exterior doors:
a. Thermal -Rated (Insulated) doors: minimum polystyrene 1 lb/cu ft. density of U -factor 0.21 minimum and R -Factor of 5 minimum, full thickness of cavities.
2. Core for interior doors:
a. Rigid polystyrene foam board 1 Ib/cu.ft. minimum density. Compressive strength 1750 psf and shear strength minimum 18 psi.
3. Core construction shall conform to requirements of the grade of door specified in accordance with ANSI A250.8/SDI-100, Sections 2.3.2 and 1.4.
C. Core for Fire -Rated Doors: mineral core 16-20 Ib. density (incombustible); Conform to Door Schedule for fire rating required.
D. Frames for Fire -Rated Doors: Conform to CRSC California Referenced Standards Code, Standard 12-7-4, fire door tests, Label "S" for smoke assembly requirements NFPA 105 and Section 08 12 13.
2.4 ACCESSORIES
A. Glass Lite Trim Kit: Complete glass and frame factory installed Glass Lite Trim Kit 24" wide x 60" high.
B. Glass Stop: Unit frame, model FGS-75 manufactured by Anemostat Products Division, Carson, CA, or an approved equal, for fire -rated and non -fire rated doors.
1. Frame: 18 gauge.
2. Finish: Factory primed. Field painted under Section 09 90 00.
3. Unit shall have UL or WH label and State Fire Marshal approval number.
4. Fire Rated Glass: As specified in Section 08 80 00. Refer to CBC Chapters 7 Section 716.5.7, and 716.6.
a. TGP FireLite NT: 3/16" thick: Fire -rated Glass -Ceramic Glazing, per Section08 80 00, not to exceed 1296 square inches per unit for 45 minutes or 100 sq. in. for 60 min. Install with UL Listed glazing tape. b. Wire glass: maximum rating; 20 minutes and 45 minutes, 1296 square
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL DOORS
Section 08 13 13
SECTION 08 13 13
HOLLOW METAL DOORS
inches maximum. For 60 and 90 minutes door frames, 100 square inches maximum.
5. Mounting: Countersunk, one-way vandal -resistant heads, through -bolts .
6. Exterior Doors: Unit shall be hot -dip galvanized after fabrication.
7. GL -2 Safety Glass: ASTM C1048, Kind FT Fully tempered, as specified in section 08 80 00.
8. GL -1 Insulating Glass Units, Low -E Coated, as specified in section 08 80 00.
2.5 PROTECTIVE COATINGS
A. Interior Doors:
1. Metallic -coating protection not required.
2. Pre -treat and shop prime with modified alkyd, air-dried, conforming to ANSI A250.10.
B. On surfaces where zinc has been damaged or removed during fabrication, doors shall be touched -up with factory -applied primer.
2.6 FABRICATION
A. Fabricate doors from cold -rolled steel conforming to ASTM A1008/A1008M or ASTM A924. Stretcher -leveled standard of flatness for face sheets.
B. Manufacturing tolerances per SDI 117 - Manufacturing Tolerances Standard Steel Doors and Frames,
C. Fabricate doors with cutouts sized for hardware and openings as indicated.
Non -handed doors using hinge fillers are not permitted.
D. Reinforce, drill and tap doors to receive mortise hinges, locks, latches, flush bolts and closer. Use reinforcing gauges as listed in Table 4 of ANSI A250.8/SDI-100.
Channel or plate reinforcing only.
E. Locate hardware according to Table 5, ANSI A250.8/SDI-100, CBC 11 B-404.2.7.
F. Apply primer to all surfaces of doors in accordance with requirements of ANSI A250.10. Metallic -coated surfaces shall be pre-treated prior to application of primer.
G. Attach fire -rated label to hinge -stile of each fire -rated door unit and frames.
H. Hardware Enclosures: Provide enclosures and junction boxes within doors for electrically operated door hardware, interconnected with UL -approved, 1/2 -inch - diameter conduit and connectors.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL DOORS
Section 08 13 13
SECTION 08 13 13
HOLLOW METAL DOORS
Delete subparagraph below if not required. Where indicated for installation of wiring, provide access plates to junction boxes, fabricated from same material and thickness as face sheet and fastened with at least 4 security fasteners spaced not more than 6 inches on centers.
PART 3 - EXECUTION
3.1 INSTALLATION OF HOLLOW METAL DOORS
A. Install doors in accordance with SDI ANSI A250.11/105 and SDI 122 recommendations.
B. Install doors under Section 06 20 00 Finish Carpentry - Installation of Doors.
C. Coordinate installation of glass or louvers where indicated.
3.02 ADJUSTING AND CLEANING
D. Adjust for smooth and balanced door movement.
E. Prime and Paint doors under Section 09 90 00, colors as indicated on Drawings.
F. On surfaces where zinc has been damaged or removed during fabrication, doors shall be touched -up with factory -applied primer.
2.6 FABRICATION
A. Fabricate doors from cold -rolled steel conforming to ASTM A1008/A1008M or ASTM A924. Stretcher -leveled standard of flatness for face sheets.
B. Manufacturing tolerances per SDI 117 - Manufacturing Tolerances Standard Steel Doors and Frames,
C. Fabricate doors with cutouts sized for hardware and openings as indicated.
Non -handed doors using hinge fillers are not permitted.
D. Reinforce, drill and tap doors to receive mortise hinges, locks, latches, flush bolts and closer. Use reinforcing gauges as listed in Table 4 of ANSI A250.8/SDI-100.
Channel or plate reinforcing only.
E. Locate hardware according to Table 5, ANSI A250.8/SDI-100, CBC 11 B-404.2.7.
F. Apply primer to all surfaces of doors in accordance with requirements of ANSI A250.10. Metallic -coated surfaces shall be pre-treated prior to application of primer.
G. Attach fire -rated label to hinge -stile of each fire -rated door unit and frames.
H. Hardware Enclosures: Provide enclosures and junction boxes within doors for electrically operated door hardware, interconnected with UL -approved, 1/2 -inch - diameter conduit and connectors. Delete subparagraph below if not required.Where indicated for installation of wiring, provide access plates to junction boxes, fabricated
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL DOORS
Section 08 13 13
SECTION 08 13 13
HOLLOW METAL DOORS
from same material and thickness as face sheet and fastened with at least 4 security fasteners spaced not more than 6 inches on centers.
PART 3 - EXECUTION
3.1 INSTALLATION OF HOLLOW METAL DOORS
A. Install doors in accordance with SDI ANSI A250.11/105 and SDI 122 recommendations.
B. Install doors under Section 06 20 00 Finish Carpentry - Installation of Doors.
C. Coordinate installation of glass or louvers where indicated.
3.2 ADJUSTING AND CLEANING
A. Adjust for smooth and balanced door movement.
B. Prime and Paint doors under Section 09 90 00, colors as indicated on Drawings.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL DOORS
Section 08 13 13
SECTION 08 13 13
HOLLOW METAL DOORS
THIS PAGE INTENTIONALLY LEFT BLANK
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
HOLLOW METAL DOORS
Section 08 13 13
SECTION 08 71 00
DOOR HARDWARE
SECTION 08 71 00 - DOOR HARDWARE
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Door hardware.
2. Allowance for Best brand cores and keys.
B. Related Divisions:
1. Division 06 - door hardware installation
2. Division 07 - sealant at exterior thresholds
3. Division 08 - metal doors and frames.
C. Allowances:
1. Procure scheduled Best brand temporary and permanent cylinder cores and keys from (Owner's lock shop / Owner's Physical Plant Maintenance Dept). Allow $45 per core and $7.50 per key. Owner's agent will purchase the cores and keys directly from Best Access Systems or provide the units from Owner's attic stock.
1.2 REFERENCES
A. Use date of standard in effect as of Bid date.
1. American National Standards Institute
a) ANSI 156.18 - Materials and Finishes.
b) ICC/ANSI A117.1 - 1998 - Specifications for making buildings and facilities usable by physically handicapped people.
2. BHMA - Builders Hardware Manufacturers Association
3. 2022 California Building Code
a) Chapter 11B - Accessibility To Public Buildings, Public Accommodations, Commercial Buildings and Public Housing
4. DHI - Door and Hardware Institute
5. WHI - Warnock Hersey Incorporated State of California Building Code
6. Local applicable codes
7. SDI - Steel Door Institute
8. NAAMM - National Association of Architectural Metal Manufacturers B. Abbreviations
1. Manufacturers: see table at 2.1.A of this section.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
DOOR HARDWARE
Section 08 71 00
SECTION 08 71 00
DOOR HARDWARE
2. Finishes: see 2.7 of this section.
1.3 SUBMITTALS & SUBSTITUTIONS
A. SUBMITTALS: Submit one pdf copy of door. Only submittals printed one sided will be accepted and reviewed. Organize vertically formatted schedule into "Hardware Sets" with index of doors and headings, indicating complete designations of every item required for each door or opening. Minimum 'Opt font size. Include following information:
1. Type, style, function, size, quantity and finish of hardware items.
2. Use BHMA Finish codes per ANSI A156.18.
3. Name, part number and manufacturer of each item.
4. Fastenings and other pertinent information.
5. Location of hardware set coordinated with floor plans and door schedule.
6. Explanation of abbreviations, symbols, and codes contained in schedule.
7. Mounting locations for hardware.
8. Door and frame sizes, materials and degrees of swing.
9. List of manufacturers used and their nearest representative with address and phone number.
10. Catalog cuts.
11. Point-to-point wiring diagrams.
12. Manufacturer's technical data and installation instructions for electronic hardware.
B. Bid and submit manufacturer's updated/improved item if scheduled item is discontinued.
C. Deviations: Highlight, encircle or otherwise identify deviations from "Schedule of Finish Hardware" on submittal with notations clearly designating those portions as deviating from this section.
D. If discrepancy between drawings and scheduled material in this section, bid the more expensive of the two choices, note the discrepancy in the submittal and request direction from Architect for resolution.
E. Substitution: Include product data and indicate benefit to the Project. Furnish operating samples on request.
F. Items listed with no substitute manufacturers have been requested by Owner to meet existing standard.
G. Furnish as-built/as-installed schedule with closeout documents, including keying schedule, riser and point-to-point wiring diagrams, manufacturers' installation, adjustment and maintenance information, and supplier's final inspection report.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
DOOR HARDWARE
Section 08 71 00
SECTION 08 71 00
DOOR HARDWARE
1.4 QUALITY ASSURANCE
A. Qualifications:
1. Hardware supplier: direct factory contract supplier who employs a certified architectural hardware consultant (AHC), available at reasonable times during course of work for project hardware consultation to Owner, Architect and Contractor.
a) Responsible for detailing, scheduling and ordering of finish hardware.
Detailing implies that the submitted schedule of hardware is correct and complete for the intended function and performance of the openings.
B. Hardware: Free of defects, blemishes and excessive play. Obtain each kind of hardware (latch and locksets, exit devices, hinges and closers) from one manufacturer.
C. Furnish hardware items required to complete the work in accordance with specified performance level and design intent, complying with manufacturers' instructions and code requirements.
1.5 DELIVERY, STORAGE AND HANDLING
A. Delivery: coordinate delivery to appropriate locations (shop or field).
1. Permanent keys and cores: secured delivery direct to Owner's representative.
B. Acceptance at Site: Items individually packaged in manufacturers' original containers, complete with proper fasteners and related pieces. Clearly mark packages to indicate contents, locations in hardware schedule and door numbers.
C. Storage: Provide securely locked storage area for hardware, protect from moisture, sunlight, paint, chemicals, dust, excessive heat and cold, etc.
1.6 PROJECT CONDITIONS AND COORDINATION
A. Where exact types of hardware specified are not adaptable to finished shape or size of members requiring hardware, provide suitable types having as nearly as practical the same operation and quality as type specified, subject to Architect's approval.
B. Coordination: Coordinate hardware with other work. Furnish hardware items of proper design for use on doors and frames of the thickness, profile, swing, security and similar requirements indicated, as necessary for proper installation and function, regardless of omissions or conflicts in the information on the Contract Documents. Furnish related trades with the following information:
1. Location of embedded and attached items to concrete.
2. Location of wall -mounted hardware, including wall stops.
3. Location of finish floor materials and floor -mounted hardware.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
DOOR HARDWARE
Section 08 71 00
SECTION 08 71 00
DOOR HARDWARE
4. At masonry construction, coordinate with the anchoring and hollow metal supplier prior to frame installation by placing a strip of insulation, wood, or foam, on the back of the hollow metal frame behind the rabbet section for continuous hinges, as well as at rim panic hardware strike locations, silencers, coordinators, and door closer arm locations. When the frame is grouted in place, the backing will allow drilling and tapping without dulling or breaking the installer's bits.
5. Coordinate: flush top rails of doors at out swinging exteriors, and throughout where adhesive -mounted seals occur.
6. Manufacturers' templates to door and frame fabricators.
C. Check Shop Drawings for doors and entrances to confirm that adequate provisions will be made for proper hardware installation.
D. Environmental considerations: segregate unused recyclable paper and paper product packaging, uninstalled metals, and plastics, and have these sent to a recycling center.
1.7 WARRANTY
E. Part of respective manufacturers' regular terms of sale. Provide manufacturers' written warranties.
F. Include factory order numbers with close-out documents to validate warranty information, required for Owner in making future warranty claims:
G. Minimum warranties:
Locksets: Five years
Exit Devices: Three years mechanical
Closers: Thirty years mechanical
Hinges: One year
Other Hardware Two years
1.8 REGULATORY REQUIREMENTS
A. Locate latching hardware between 34 inches to 44 inches above the finished floor, per 2022 California Building Code, Section 11B-404.2.7.
B. Handles, pull, latches, locks, other operable parts:
1. Readily openable from egress side with one hand and without tight grasping, tight pinching, or twisting of the wrist to operate. 2019 California Building Code Section 11B-309.4.
2. Force required to activate the operable parts: 5.0 pounds maximum, per 2022 California Building Code Section 11B-309.4.
C. Adjust doors to open with not more than 5.0 -pounds pressure to open at exterior doors and 5.0 -pounds at interior doors. As allowed per 2022 California Building Code Section 11B-404.2.9, local authority may increase the allowable pressure for fire doors to achieve positive latching, but not to exceed 15 -pounds.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
DOOR HARDWARE
Section 08 71 00
SECTION 08 71 00
DOOR HARDWARE
1. Exception: exterior doors' pressure -to -open may be increased to 8.5 -pounds if: at a single location, and one of a bank of eight leafs or fraction of eight, and one leaf of this bank is fitted with a low- or high-energy operator.
D. Adjust door closer sweep periods so that from an open position of 90 degrees, the door will take at least 5 seconds to move to a point 12 degrees from the latch, measured to the landing side of the door, per 2022 California Building Code Section 11B-404.2.7.
E. Smooth surfaces at bottom 10 inches of push sides of doors, facilitating push -open with wheelchair footrests, per 2022 California Building Code Section 11B-404.2.10.
1. Applied kickplates and armor plates: bevel the left and right edges; free of sharp or abrasive edges.
2. Tempered glass doors without stiles: bottom rail may be less than 10 inches if top leading edge is tapered 60 degrees minimum.
F. Door opening clear width no less than 32 inches, measured from face of frame stop, or edge of inactive leaf of pair of doors, to door face with door opened to 90 degrees.
Hardware projection not a factor in clear width if located above 30 inches and below 80 inches, and the hardware projects no more than 4 inches. 2022 California Building Code Section 11B-404.2.3.
1. Exception: doors not requiring full passage through the opening, that is, to spaces less than 24 inches in depth, may have the clear opening width reduced to 20 inches. Example: shallow closets.
2. Door closers and overhead stops: not less than 78 inches above the finished floor or ground, per 2022 California Building Code 11B-307.4.
G. Thresholds: floor or landing no more than 0.50 inches below the top of the threshold of the doorway, per 2022 California Building Code Section 11B-404.2.5. Vertical rise no more than 0.25 inches, change in level between 0.25 inches and 0.50 inches: beveled to slope no greater than 1:2 (50 percent slope). 2022 California Building Code Section 11B-303.2 & —.3.
H. Floor stops: Do not locate in path of travel. Locate no more than 4 inches from walls.
Door and door hardware encroachment: when door is swung fully -open into means -of - egress path, the doo may not encroach/project more than 7 inches into the required exit width, with the exception of door release hardware such as lockset levers or panic hardware. These hardware items must be located no less than 34 -inches and no more than 48 -inches above the floor/ground. 2022 California Building Code, Section 1005.7.1.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
DOOR HARDWARE
Section 08 71 00
SECTION 08 71 00
DOOR HARDWARE
PART 2 - PRODUCTS
2.1 MANUFACTURERS:
A. Listed acceptable alternate manufacturers: these will be considered; submit for review products with equivalent function and features of scheduled products.
ITEM: MANUFACTURER: ACCEPTABLE ALTERNATE:
Hinges (IVE) Ives Bommer
Key System (BES) Best District standard
Mechanical Locks (BES) Best District standard
Silencers (IVE) Ives Rockwood, Trimco
Push & Pull Plates (IVE) Ives Rockwood, Trimco
Stops & Holders (IVE) Ives Rockwood, Trimco
Thresholds (ZER) Zero NGP, Pemko
Seals & Bottoms (ZER) Zero NGP, Pemko
2.2 HINGING METHODS:
A. Drawings typically depict doors at 90 degrees, doors will actually swing to maximum allowable. Use wide -throw conventional or continuous hinges as needed up to 8 inches in width to allow door to stand parallel to wall for true 180 -degree opening. Advise architect if 8 -inch width is insufficient.
B. Conform to manufacturer's published hinge selection standard for door dimensions, weight and frequency, and to hinge selection as scheduled. Where manufacturer's standard exceeds the scheduled product, furnish the heavier of the two choices, notify Architect of deviation from scheduled hardware.
C. Conventional Hinges: Steel or stainless -steel pins and approved bearings. Hinge open widths minimum, but of sufficient throw to permit maximum door swing.
1. Outswinging exterior doors: non-ferrous with non -removable (NRP) pins.
2. Non-ferrous material exteriors and at doors subject to corrosive atmospheric conditions.
2.3 LOCKSETS, LATCHSETS, DEADBOLTS:
A. Mortise Type Locks and Latches:
1. Tested and approved by BHMA for ANSI A156.13, Series 1000, Operational Grade 1, Extra- Heavy Duty, Security Grade 2 and be UL10C
2. Fit ANSI A115.1 door preparation
3. Functions and design as indicated in the hardware groups
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
DOOR HARDWARE
Section 08 71 00
SECTION 08 71 00
DOOR HARDWARE
4. Solid, one-piece, 3/4 -inch (19mm) throw, anti -friction latchbolt made of self- lubricating stainless steel
5. Deadbolt functions shall have 1 inch (25mm) throw bolt made of hardened stainless steel
6. Latchbolt and Deadbolt are to extend into the case a minimum of 3/8 inch (9.5mm) when fully extended
7. Auxiliary deadlatch to be made of one-piece stainless steel, permanently lubricated.
8. Provide curved -lip strike with dust box for each latch or lock bolt, with lip extended to protect frame, finished to match door hardware set, unless otherwise indicated.
9. Lever handles must be of forged or cast brass, bronze or stainless -steel construction and conform to ANSI A117.1. Levers that contain a hollow cavity are not acceptable
10. Lock shall have self -aligning, thru-bolted trim
11. Levers to operate a roller bearing spindle hub mechanism
12. Mortise cylinders of lock shall have a concealed internal setscrew for securing the cylinder to the lockset. The internal setscrew will be accessible only by removing the core, with the control key, from the cylinder body
a. Spindle to be designed to prevent forced entry from attacking of lever b. Provide locksets with 7 -pin removable and interchangeable core cylinders c. Each lever to have independent spring mechanism controlling it d. Core face must be the same finish as the lockset
2.4 OTHER HARDWARE
A. Kick Plates: Four beveled edges, .050 inches minimum thickness, height and width as scheduled. Sheet -metal screws of bronze or stainless steel to match other hardware.
B. Door Stops: Provide stops to protect walls, casework or other hardware.
1. Locate overhead stops for maximum possible opening. Consult with Owner for furniture locations. Minimum: 90deg stop / 95deg deadstop. Note degree of opening in submittal.
C. Thresholds: As scheduled and per details. Comply with CBC 2019 11B-404.2.5. Substitute products: certify that the products equal or exceed specified material's thickness. Proposed substitutions: submit for approval.
1. Saddle thresholds: 0.125 inches minimum thickness.
2. Exteriors: Seal perimeter to exclude water and vermin. Use sealant complying with requirements in Division 7 "Thermal and Moisture Protection". Minimum 0.25 inch diameter fasteners and lead expansion shield anchors, or Red -Head #SFS-1420 (or approved equivalent) Flat Head Sleeve Anchors. National Guard Products' "COMBO" or Pemko Manufacturing's "FHSL".
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
DOOR HARDWARE
Section 08 71 00
SECTION 08 71 00
DOOR HARDWARE
3. Plastic plugs with wood or sheet metal screws are not an acceptable substitute for specified fastening methods.
4. Fasteners: Generally, exposed screws to be Phillips or Robertson drive. Pinned TORX drive at high security areas. Flat head sleeve anchors (FHSL) may be slotted drive. Sheet metal and wood screws: full -thread. Sleeve nuts: full length to prevent door compression.
D. Through -bolts: Do not use. Coordinate with wood doors; ensure provision of proper blocking to support wood screws for mounting panic hardware and door closers.
Coordinate with metal doors and frames; ensure provision of proper reinforcement to support machine screws for mounting panic hardware and door closers.
E. Silencers: Interior hollow metal frames, 3 for single doors, 4 for pairs of doors. Leave no unfilled/uncovered pre -punched silencer holes. Intent: door bears against silencers, seals make minimal contact with minimal compression - only enough to effect a seal.
2.7 FINISH
A. Generally: BHMA 626 Satin Chromium.
1. Areas using BHMA 626: furnish push -plates, pulls and protection plates of BHMA 630, Satin Stainless Steel, unless otherwise scheduled.
2.8 KEYING REQUIREMENTS
A. Key System: existing Best Access Systems small format interchangeable core system, procured per Allowances in 1.1.C. Owner's agent will install the cores prior to Substantial Completion. Initiate and conduct meeting(s) with Owner to determine system structure and keybow styles, furnish Owner's written approval of the system; do not order keys or cylinders without written confirmation of actual requirements from the Owner. Owner will order and supply permanent cylinders/cores.
B. Interchangeable Cores: 7 -pin solid brass construction.
C. Permanent cores: furnish factory -keyed.
PART 3 - EXECUTION
3.1 ACCEPTABLE INSTALLERS
A. Can read and understand manufacturers' templates, suppliers' hardware schedule and printed installation instructions. Can readily distinguish drywall screws from manufacturers' furnished fasteners. Available to meet with manufacturers' representatives and related trades to discuss installation of hardware.
3.2 PREPARATION
A. Ensure that walls and frames are square and plumb before hardware installation. Make corrections before commencing hardware installation. Installation denotes acceptance of wall/frame condition.
A. Locate hardware per SDI -100 and applicable building, fire, life -safety, accessibility, and security codes.
1. Notify Architect of code conflicts before ordering material.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
DOOR HARDWARE
Section 08 71 00
SECTION 08 71 00
DOOR HARDWARE
2. Locate latching hardware between 34 inches to 44 inches above the finished floor, per 2022 California Building Code, Section 1010.1.9.2 and 11B-404.2.7.
3. Where new hardware is to be installed near existing doors/hardware scheduled to remain, match locations of existing hardware.
3.3 INSTALLATION
A. Install hardware per manufacturer's instructions and recommendations. Do not install surface -mounted items until finishes have been completed on substrate. Set units level, plumb and true to line and location. Adjust and reinforce attachment substrate for proper installation and operation. Remove and reinstall or replace work deemed defective by Architect.
1. Gaskets: install jamb -applied gaskets before closers, overhead stops, rim strikes, etc; fasten hardware over and through these seals. Install sweeps across bottoms of doors before astragals, cope sweeps around bottom pivots, trim astragals to tops of sweeps.
2. When hardware is to be attached to existing metal surface and insufficient reinforcement exists, use RivNuts, NutSerts or similar anchoring device for screws.
3. Use manufacturers' fasteners furnished with hardware items, or submit Request for Substitution with Architect.
4. Replace fasteners damaged by power -driven tools.
B. Locate overhead stops for minimum 90 degrees at rest and for maximum allowable degree of swing.
C. Drill pilot holes for fasteners in wood doors and/or frames.
D. Lubricate and adjust existing hardware scheduled to remain. Carefully remove and give to Owner items not scheduled for reuse.
3.4. ADJUSTING
A. Adjust and check for proper operation and function. Replace units, which cannot be adjusted to operate freely and smoothly.
1. Hardware damaged by improper installation or adjustment methods: repair or replace to Owner's satisfaction.
B. Final inspection: Installer to provide letter to Owner that upon completion installer has visited the Project and has accomplished the following:
1. Has re -adjusted hardware.
2. Has evaluated maintenance procedures and recommend changes or additions and instructed Owner's personnel.
3. Has identified items that have deteriorated or failed.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
DOOR HARDWARE
Section 08 71 00
SECTION 08 71 00
DOOR HARDWARE
4. Has submitted written report identifying problems.
3.5 PROTECTION/CLEANING
A. Cover installed hardware, protect from paint, cleaning agents, weathering, carts/barrows, etc. Remove covering materials and clean hardware just prior to substantial completion.
B. Clean adjacent wall, frame and door surfaces soiled from installation / reinstallation process.
3.7 SCHEDULE OF FINISH HARDWARE
A. See door schedule in drawings for hardware set assignments.
B. Do not order material until submittal has been reviewed, stamped, and signed by Architect's door hardware consultant.
3.8 DOOR HARDWARE SETS
DOOR 001:
3 EA HINGES IVES 5BB1-626 (SIZE 3.5x3.5)
1 EA T -SERIES TUBULAR DEADBOLT 8TD3B-7-E2151-8TS1-626
1 EA PULL PLATE 8302 (3.5"x 15")
DOOR SILENCERS SR64
1 EA WALL MOUNTED DOOR STOP WS33X
SEALS AND BOTTOM 8303AA, 8144S-BK, 8198AA
1 EA THRESHOLD 655A
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
DOOR HARDWARE
Section 08 71 00
SECTION 09 24 00
CEMENT PLASTERING
SECTION 09 24 00 - CEMENT PLASTERING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Metal lath.
2. Base -coat cement plaster.
3. Cement plaster finish coats.
4. Accessories.
1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: Show locations and installation of control and expansion joints, including plans, elevations, sections, details of components, and attachments to other work.
C. Samples: For each type of factory -prepared finish coat and for each color and texture specified.
D. Samples for Initial Selection: For each type of factory -prepared finish coat and for each color and texture specified.
E. Samples for Verification: For each type of factory -prepared finish coat and for each color and texture specified, 12 by 12 inches, and prepared on rigid backing.
1.4 MOCKUPS
A. Not required.
1.5 DELIVERY, STORAGE AND HANDLING
A. Store materials inside under cover, and keep them dry and protected against damage from weather, moisture, direct sunlight, surface contamination, corrosion, construction traffic, and other causes.
1.6 FIELD CONDITIONS
A. Comply with ASTM C926 requirements.
B. Exterior Plasterwork:
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CEMENT PLASTERING
Section 09 24 00
SECTION 09 24 00
CEMENT PLASTERING
1. Apply and cure plaster to prevent plaster drying out during curing period. Use procedures required by climatic conditions, including moist curing, providing coverings, and providing barriers to deflect sunlight and wind.
2. Apply plaster when ambient temperature is greater than 40 deg F.
3. Protect plaster coats from freezing for not less than 48 hours after set of plaster coat has occurred.
PART 2 - PRODUCTS
2.1 SOURCE LIMITATIONS
A. Obtain plaster materials from single source from single manufacturer.
2.2 PERFORMANCE REQUIREMENTS
A. Fire -Resistance Ratings: Where indicated, provide cement plaster assemblies identical to those of assemblies tested for fire resistance according to ASTM E119 by a qualified testing agency.
2.3 METAL LATH
A. Expanded -Metal Lath: ASTM C847, cold -rolled carbon -steel sheet with ASTM A653/A653M, G60, hot -dip galvanized -zinc coating.
1. Diamond -Mesh Lath: Self -furring, 3.4 lb/sq. yd.
B. Wire -Fabric Lath:
1. Welded -Wire Lath: ASTM C933; self -furring, 1.4 lb/sq. yd.
2. Woven -Wire Lath: ASTM C1032; self -furring, with stiffener wire backing, 1.4 lb/sq. yd.
C. Paper Backing: FS UU-B-790a, Type I, Grade B, Style la vapor -retardant paper.
1. Provide paper -backed lath at exterior locations.
2.4 BASE -COAT CEMENT PLASTER
A. General: Comply with ASTM C926 for applications indicated.
B. Base -Coat Mixes for Use over Metal Lath: Scratch and brown coats for three -coat plasterwork as follows:
1. Portland Cement Mixes:
a. Scratch Coat: For cementitious material, mix 1 part portland cement and 0 to 3/4 parts lime. Use 2-1/2 to 4 parts aggregate per part of cementitious material.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CEMENT PLASTERING
Section 09 24 00
SECTION 09 24 00
CEMENT PLASTERING
b. Brown Coat: For cementitious material, mix 1 part portland cement and 0 to 3/4 parts lime. Use 3 to 5 parts aggregate per part of cementitious material, but not less than volume of aggregate used in scratch coat.
2. Portland and Plastic Cement Mixes:
a. Scratch Coat: For cementitious material, mix 1 part plastic cement and 1 part portland cement. Use 2-1/2 to 4 parts aggregate per part of cementitious material. b. Brown Coat: For cementitious material, mix 1 part plastic cement and 1 part portland cement. Use 3 to 5 parts aggregate per part of cementitious material, but not less than volume of aggregate used in scratch coat.
2.5 CEMENT PLASTER FINISH COATS
A. Job -Mixed Finish -Coat Mixes:
1. Portland Cement Mix: For cementitious materials, mix 1 part portland cement and 3/4 to 1-1/2 parts lime. Use 1-1/2 to 3 parts aggregate per part of cementitious material.
2. Masonry Cement Mix: Use 1 part masonry cement and 1-1/2 to 3 parts aggregate.
3. Portland and Masonry Cement Mix: For cementitious materials, mix 1 part portland cement and 1 part masonry cement. Use 1-1/2 to 3 parts aggregate per part of cementitious material.
4. Plastic Cement Mix: Use 1 part plastic cement and 1-1/2 to 3 parts aggregate. or
B. Ready -Mixed Finish -Coat Plaster: Mill -mixed portland cement, aggregates, coloring agents, and proprietary ingredients.
1. Color: Match existing building color.
or
C. Acrylic -Based Finish Coatings: Factory -mixed acrylic -emulsion coating systems formulated with colorfast mineral pigments and fine aggregates; for use over cement plaster base coats. Include manufacturer's recommended primers and sealing topcoats for acrylic -based finishes.
1. Color: Match existing building color.
2.6 ACCESSORIES
A. General: Comply with ASTM C1063, and coordinate depth of trim and accessories with thicknesses and number of plaster coats required.
B. Metal Accessories:
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CEMENT PLASTERING
Section 09 24 00
SECTION 09 24 00
CEMENT PLASTERING
1. Foundation Weep Screed: Fabricated from hot -dip galvanized -steel sheet, ASTM A653/A653M, G60 zinc coating.
2. Cornerite: Fabricated from metal lath with ASTM A653/A653M, G60, hot -dip galvanized -zinc coating.
3. External- (Outside-) Corner Reinforcement: Fabricated from metal lath with ASTM A653/A653M, G60, hot -dip galvanized -zinc coating.
4. Cornerbeads: Fabricated from zinc.
5. Retain applicable descriptions of cornerbeads in first four subparagraphs below. If more than one type is required and locations do not fit descriptions below, indicate locations on Drawings or by inserting requirements.
a. Smallnose cornerbead with expanded flanges; use unless otherwise indicated.
b. Smallnose cornerbead with perforated flanges; use on curved corners. c. Smallnose cornerbead with expanded flanges reinforced by perforated stiffening rib; use on columns and for finishing unit masonry corners. d. Bullnose cornerbead, radius 3/4 inch minimum, with expanded flanges; use at locations indicated on Drawings.
6. Casing Beads: Fabricated from zinc or zinc -coated (galvanized) steel.; square -edged style; with expanded flanges.
7. Control Joints: Fabricated from zinc or zinc -coated (galvanized) steel; one -piece - type, folded pair of unperforated screeds in M -shaped configuration; with perforated flanges and removable protective tape on plaster face of control joint.
8. Expansion Joints: Fabricated from zinc or zinc -coated (galvanized) steel; folded pair of unperforated screeds in M -shaped configuration; with expanded flanges.
9. Two -Piece Expansion Joints: Fabricated from zinc or zinc -coated (galvanized) steel; formed to produce slip -joint and square -edged reveal that is adjustable from 1/4 to 5/8 inch wide; with perforated flanges.
C. Water for Mixing and Finishing Plaster: Potable and free of substances capable of affecting plaster set or of damaging plaster, lath, or accessories.
D. Bonding Compound: ASTM C932.
E. Fasteners for Attaching Metal Lath to Substrates: ASTM C1063.
F. Wire: ASTM A641/A641M, Class 1 zinc coating, soft temper, not less than 0.0475 -inch diameter unless otherwise indicated.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CEMENT PLASTERING
Section 09 24 00
SECTION 09 24 00
CEMENT PLASTERING
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.
B. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Protect adjacent work from soiling, spattering, moisture deterioration, and other harmful effects caused by plastering.
B. Prepare smooth, solid substrates for plaster according to ASTM C926.
3.3 INSTALLATION, GENERAL
A. Fire -Resistance -Rated Assemblies: Install components according to requirements for design designations from listing organization and publication indicated on Drawings.
3.4 INSTALLATION OF ACCESSORIES
A. Install according to ASTM C1063 and at locations indicated on Drawings.
B. Reinforcement for External (Outside) Corners:
1. Install lath -type, external -corner reinforcement at exterior locations.
2. Install cornerbead at interior locations.
C. Control Joints: Locate as approved by Architect for visual effect and as follows:
1. As required to delineate plasterwork into areas (panels) of the following maximum sizes:
a. Vertical Surfaces: 144 sq. ft.
b. Horizontal and Other Nonvertical Surfaces: 100 sq. ft.
2. At distances between control joints of not greater than 18 feet o.c.
3. As required to delineate plasterwork into areas (panels) with length -to -width ratios of not greater than 2-1/2:1.
4. Where control joints occur in surface of construction directly behind plaster.
5. Where plasterwork areas change dimensions, to delineate rectangular -shaped areas (panels) and to relieve the stress that occurs at the corner formed by the dimension change.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CEMENT PLASTERING
Section 09 24 00
SECTION 09 24 00
CEMENT PLASTERING
3.5 APPLICATION OF BASE -COAT CEMENT PLASTER
A. General: Comply with ASTM C926.
1. Do not deviate more than plus or minus 1/4 inch in 10 feet from a true plane in finished plaster surfaces when measured by a 10 -foot straightedge placed on surface.
2. Finish plaster flush with metal frames and other built-in metal items or accessories that act as a plaster ground unless otherwise indicated. Where casing bead does not terminate plaster at metal frame, cut base coat free from metal frame before plaster sets and groove finish coat at junctures with metal.
3. Provide plaster surfaces that are ready to receive field -applied finishes indicated.
B. Bonding Compound: Apply on stucco substrates for direct application of plaster.
C. Walls; Base -Coat Mixes for Use over Metal Lath: For scratch and brown coats, for three - coat plasterwork with 3/4 -inch total thickness, as follows:
1. Portland cement mixes.
D. Walls; Base -Coat Mix: For base (scratch) coat, for two -coat plasterwork and having 3/8 - inch thickness on masonry 1/4 -inch thickness on concrete], as follows:
1. Portland cement mix.
3.6 APPLICATION OF CEMENT PLASTER FINISH COATS
A. Plaster Finish Coats: Apply to provide finish to match existing walls. It appears to be light dashed.
B. Acrylic -Based Finish Coatings: Apply coating system, including primers, finish coats, and sealing topcoats, according to manufacturer's written instructions.
1. Where plaster application is used as a base for adhesive application of tile and similar finishes, omit finish coat.
3.7 REPAIR
A. Repair or replace work to eliminate cracks, dents, blisters, buckles, crazing and check cracking, dry outs, efflorescence, sweat outs, and similar defects and where bond to substrate has failed.
3.8 CLEANING
A. Remove temporary protection and enclosure of other work after plastering is complete.
B. Promptly remove plaster from door frames, windows, and other surfaces not indicated to be plastered.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CEMENT PLASTERING
Section 09 24 00
SECTION 09 24 00
CEMENT PLASTERING
C. Repair floors, walls, and other surfaces stained, marred, or otherwise damaged during plastering.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CEMENT PLASTERING
Section 09 24 00
SECTION 09 24 00
CEMENT PLASTERING
THIS PAGE INTENTIONALLY LEFT BLANK
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
CEMENT PLASTERING
Section 09 24 00
SECTION 09 90 00
PAINTING
SECTION 09 90 00 - PAINTING
PART 1 - GENERAL
1.1 SUMMARY
A. The work includes the furnishing of all materials and equipment and the completion of all painting and painter's finish on all exposed exterior and interior surfaces as required to complete the finishing of the building as shown and noted on the drawings and specified herein. The General Conditions, Supplementary General Conditions, Special Conditions and Division 1 apply to this section as fully as if repeated herein.
1.2 SUBMITTALS
A. Contractor shall prepare samples of colors and textures based upon the color selections and shall submit them in duplicate for approval.
B. Contractor shall submit a list of all materials proposed for use for approval. If required by the Architect, the Contractor shall submit chemical analysis of paint material for review.
1.3 GENERAL REQUIREMENTS
A. The Contractor shall examine the drawings and the specifications of other trades and shall consult with the other trades to determine the full extent of work and items which are specified to include shop priming and shop finish painting.
B. All conditions affecting the work of this section shall be verified at the job site.
C. No materials other than those specified, or approved, shall be delivered to the job or used on the work. Materials shall be delivered in manufacturer's sealed containers with labels defining the contents thereon.
D. Paint materials and equipment, when not in actual use, shall be stored in places specifically assigned for that purpose. Such storage space shall be well ventilated and adequately fire protected. All paint mixing and handling shall be performed in these assigned areas and all containers used for mixing and handling shall be metal and suitably designed for safety. All paint materials, including rags, tarpaulins, mixers, empty containers and filled or partially filled containers shall be removed from the building areas at the close of each working day.
1.4 QUALITY ASSURANCE
A. Regulatory Requirements: Comply with applicable codes and regulations of governmental agencies having jurisdiction including those having jurisdiction over airborne emissions and industrial waste disposal. Where those requirements conflict with this Specification, comply with the more stringent provisions.
B. Comply with the current applicable regulations of the California Air Resources Board (CARB) and the Environmental Protection Agency (EPA).
C. Maximum Coverage: 425-550 sq. ft. per gallon, depending on surface conditions.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PAINTING
Section 09 90 00
SECTION 09 90 00
PAINTING
1.5 WORK INCLUDED
A. The intent and requirements of this section, is that all work, items and surfaces which are normally painted and finished in a building of this type and quality, shall be so included in this contract, whether or not said work, item or surface is specifically called out and included in the schedules and notes on the drawings, or is, or is not, specifically mentioned in these specifications.
B. The following general categories of work and items that are included under other sections, shall not be a part of this section:
1. Shop prime painting of hollow metal work.
C. All exposed mechanical, plumbing and electrical work, which is not factory finished, shall be painted under this section.
D. The Room Finish Schedules indicated on the drawings, indicates the location of interior room surfaces to be painted or finished. The finish schedule indications are general and do not necessarily define the detail requirements. The Contractor shall include all detailed refinements and further instructions as may be given by the Architect for the required complete finishing of all spaces and rooms.
1.6 PRODUCT HANDLING
A. Deliver all paint to site in manufacturer's labeled and sealed containers. Labels shall give manufacturer's name, brand, type, batch number, color of paint and instruction for reducing.
Thin only in accordance with printed directions of manufacturer.
1.7 ENVIRONMENTAL CONDITIONS
A. Do not apply exterior paint in damp, rainy weather or until the surface has dried thoroughly from the effects of such weather. Do not apply varnish or paint when temperature is below 50 degrees F. Avoid painting surfaces when exposed to hot sunlight.
1.8 PROTECTION AND CLEAN UP
A. Before painting, remove hardware, accessories, plates, lighting fixtures and similar items or provide ample protection of such items.
On completion of each space, replace above items. Use only skilled mechanics for removing and connecting above items. Protect adjacent surfaces as required or directed.
B. Wherever painting and finishing work is being performed, all floors, surfaces and items shall be carefully protected from damage by the painting work. Clean drop cloths shall be provided and used wherever necessary. All supplies, materials, paints, containers, etc., shall be orderly and carefully arranged and protected. All accidental spatter, spillage, etc., shall be immediately cleaned and the damaged surfaces restored to perfect condition. All paint spots and spatter on glass porcelain fixtures, etc., shall be completely removed and the surface cleaned.
C. At the completion of work in each space or room, all materials, supplies, debris and rubbish shall be removed, and the areas left in a clean, orderly condition.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PAINTING
Section 09 90 00
SECTION 09 90 00
PAINTING
D. GUARANTEE: This Contractor shall, in writing, guarantee the painting work against peeling, fading, cracking, blistering, or crazing for a period of two (2) years from the time the Notice of Completion is filed.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Paint materials shall be as manufactured by Behr Paint (B), Vista Paint (V), Dunn Edwards Paints (D -E), Olympic Stain Co. (0), or as indicated in the Paint Schedule or approved equal.
B. All products must be applied in accordance with the Approved manufacturer's directions.
C. The Contractor shall secure the Color Schedule before undercoating. Unless otherwise specified, all undercoats shall be tinted slightly to approximate the color of the finish coat.
Approval of color shall be obtained before proceeding with the work.
D. Where a specific name is not given for a product or ingredient, such item shall be of the best quality of the approved manufacturer, which is normally used for the intended purpose.
2.2 PAINTING SCHEDULE
A. Exterior Steel
1. Handrails/Guardrails: Galvanized Finish (Steel Contractor)
2. Downspouts: Enamel Paint (Painting Contractor)
a. Match Dunn Edwards color to be selected by Owner and or Architect.
B. Exterior Plaster: Painted
1. Match Dunn Edwards color to be selected by Owner and or Architect.
C. Pavement Markings
1. Painted lines and markings on pavement shall be 3" minimum wide and blue in color equal to Color No. 15090 per Federal Standard 595B.2.
2. Parking spaces for the disabled shall be marked according to CBC Section 1129B.5.
3. Tactile warning lines shall be in conformance to CBC Section 1133B.8.3 and 1133B.8.4.
4. Concrete & Plaster - Flat:
1 Coat (F) 362 Pri Seal II
OR (S) 890 Pigmented Sealer (oil) OR
(D -E) W 709 Eff-Stop (Concrete) W
707 Unikote (Plaster)
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PAINTING
Section 09 90 00
SECTION 09 90 00
PAINTING
1 Coat (F) Oil Velvin
OR (S) 1700 Sinwall
OR (D -E) W 401 Decovel
5. Concrete & Plaster - Semi Gloss:
1 Coat (F) 161 All Purpose Undercoater (Concrete) OR 367 Fraflo II (Plaster) OR (S) 890 Pigmented Sealer (oil)
OR (D -E) W 709 Eff-Stop (Concrete) OR W 707 Unikote (Plaster) 1 Coat (F) 328 Velglo II
OR (S) 975 Sinco Prime
OR (D -E) E 22-1 Super U-365
1 Coat (F) 328 Velglo II
OR (S) SG 25 Sinco Satin Enamel
OR (D -E) E 5 Series Satin Sheen II
6. Concrete & Plaster - Eggshell:
1 Coat (F) 161 All Purpose Undercoater (Concrete)
OR 367 Fraflo II (Plaster)
OR (S) 895 X-Tra Seal
OR (D -E) W 101 Vinylastic
1 Coat (F) 022 Lo-Glo
OR (S) 1790 Aqua Coater
OR (D -E) W 440 Decosheen
1 Coat (F) 022 Lo-Glo
OR (S) 3000 Aqua Suede Enamel
OR (D -E) W 440 Decosheen
7. Concrete & Plaster - Gloss:
1 Coat (F) 161 All Purpose Undercoater (Concrete)
OR 367 Fraflo II
OR (S) 895 X-Tra Seal
OR (D -E) E 28-1 Alkylseal
1 Coat (F) 349 Fragloss II
OR (S) 975 Sinco Prime Undercoater
OR (D -E) E 22-1 Super U-365
1 Coat (F) 349 Fragloss II
*Let 1st coat, primer sealer, dry for a minimum of 4 days before applying finish coats.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PAINTING
Section 09 90 00
SECTION 09 90 00
PAINTING
PART 3 - EXECUTION
3.1 PREPARATION
A. All surfaces shall be clean and dry prior to painting and finishing. Dirt and dust shall be removed by stiff bristle brush and wiping with cloths. Oil and grease shall be removed by solvent cleaning, using a solvent such as mineral spirits and wiping with clean cloths. Surfaces shall be given a final rinse of clean solvent.
Surfaces which have been contaminated with chemicals shall be thoroughly rinsed with water.
The first coat of paint shall be applied as soon as possible after cleaning and drying the surfaces.
B. Shop primed ferrous metal surfaces shall be first washed free of grease, dirt, oil, and dust, using solvents as required. Galvanized surfaces shall be cleaned with solvents and given a vinyl wash coat. All shop primed surfaces shall be repaired and touched -up wherever shop priming is damaged, and at all welds.
C. Concrete surfaces shall be thoroughly cleaned of all traces of form oil and other deposits from form surfaces and shall have all laitance and powder removed. Surfaces shall be clean and sound and thoroughly cured and dried before starting the painting work.
D. Wood surfaces shall be sanded smooth and cleaned prior to application of the first coat. Holes, splits and scratches shall be puttied or spackled smooth after first coat application.
E. Prior to vinyl covered tack surface installation all gypsum board walls to be prime painted and sized.
3.2 APPLICATION
A. All materials shall be applied and cut in neatly so as to dry uniformly to the color and sheen required and shall be free from excessive runs, sags, wrinkles, shiners, streaks and brush marks.
B. All materials shall be applied in accordance with the approved manufacturer's directions and specifications. Any thinning required, shall be done in the manner and the type of reducer recommended.
C. Each coat of painted work shall vary in shade from the proceeding coat in a manner that will make each coat readily distinguishable without affecting the finish color. The Architect will inspect each coat and operation before succeeding coats are applied to determine that the work meets the requirements of the specifications.
D. In enclosed spaces, the application and drying of paint shall be performed only when the temperature is 65 degrees F. or above and maintained constantly to prevent condensation.
E. Enamel coats shall be sanded smooth prior to re -coating. All defects and unevenness in previously applied coatings shall be repaired before applying the next coat.
F. Exterior painting shall only be performed when the weather conditions, temperatures and humidity are correct.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PAINTING
Section 09 90 00
SECTION 09 90 00
PAINTING
G. Workmanship shall be of the very best quality and only skilled mechanics shall be used on this project.
H. The work of this section shall be subject to the approval of the Architect. Any work in need of correction because of improper preparation or workmanship, or as a result of failure to comply with these Specifications, shall be satisfactorily corrected by this Contractor at his own expense.
I. Commencement of the painting work by this Contractor shall signify his acceptance of all surfaces as satisfactory to receive the finish specified herein.
J. This Contractor shall be responsible for the complete painting finishing of all surfaces indicated in the Room Finish Schedule and as specified herein. Where questions occur as to the indicated surfaces, he shall inform the Architect and receive clarification therefrom.
K. The proper number of coats of paints and other finishes specified, properly applied, will result in the desired effect. Should this effect not be attained, additional applications of the specified materials and methods shall be made by the Contractor, without additional costs to the Owner.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PAINTING
Section 09 90 00
SECTION 10 14 00
IDENTIFICATION SIGNS
SECTION 10 14 00 - IDENTIFICATION SIGNS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Chemically Deep -etched Zinc, raised character, tactile, room identification, exit door signs and non -tactile.
1.2 REFERENCE STANDARDS
A. Conform to reference standards by date of issue current on date of Contract Documents.
B. ADA - Americans with Disabilities Act of 1990 as amended.
1. ADA/Standards - ADA Title II Regulations and the 2010 ADA Standards for Accessible Design.
C. CBC - 2022 California Building Code (CBC)
1. CBC 16 - Chapter 10, Egress Requirements
2. CBC 11B - Chapter 11B, Accessibility for Public Buildings, Public Accommodations, Commercial Facilities and Publicly Funded Housing.
D. CFC - 2022 California Fire Code.
E. California Code of Regulations (CCR)
1. CCR 19 -3 -Title 19, Chapter 3
F. Fed.Stnd - Federal Standard
1. Fed.Stnd 595C, Colors Used in Federal Procurement
1.3 SUBMITTALS
A. Shop Drawings of each sign, indicating lettering styles and locations and overall dimensions.
B. Three sample, full size, signs, [with different messages] of types, styles and colors specified including method of mounting. If accepted, samples may be installed in Project.
C. Manufacturer's Installation Instructions
D. Lettering Samples: 1 -inch high, uppercase 1, and 0 letters in each font specified, for required Quality Assurance testing.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
IDENTIFICATION SIGNS
Section 10 14 00
SECTION 10 14 00
IDENTIFICATION SIGNS
1.4 QUALITY ASSURANCE
A. Pre -Installation Conference
1. Notify Architect when signs are ready for installation. Arrange for conference at site. Do not proceed with installation until Architect's approval of specific locations and methods of attachment has been obtained.
2. Provide signs from one manufacturer, unless otherwise approved.
1.5 DELIVERY, STORAGE AND HANDLING
A. Deliver products to site and protect from damage. Store until immediately prior to Notice of Completion.
PART 2 - PRODUCTS
2.1 REGULATORY REQUIREMENTS
A. Signage and Graphics:
1. Raised characters shall comply with CBC Section 11B-703.2 a. Depth: It shall be 1/32 -inch minimum above their background and shall be sans serif uppercase and be duplicated in Braille.
b. Height: It shall be 5/8 -inch minimum and 2 inches maximum based on the height of the uppercase letter "I". CBC Section 11 B-703.2.5. c. Finish and contrast: Characters and their background shall have a non -glare finish. Character shall contrast with their background with either light characters on a dark background or dark characters on a light background. CBC Section 11B-703.5.1
d. Proportions: It shall be selected from fonts where the width of the uppercase letter "O" is 60% minimum and 110% maximum of the height of the uppercase letter T. Stroke thickness of the uppercase letter "I" shall be 15% maximum of the height of the character. CBC Section 11 B- 703.2.4 and 11 B-703.2.6.
e. Character Spacing: Spacing between individual raised characters shall comply with CBC Section 11B-703.2.7 and 11B-703.2.8.
f. Format: Text shall be in a horizontal format. CBC Section 11B-703.2.9. g. Braille: It shall be contracted (Grade 2) and shall comply with CBC Sections 11B-703.3 and 11B-703.4. Braille dots shall have a domed or rounded shape and shall comply with CBC Table and Figure 11B-703.3.1, h. Mounting height: Tactile characters on signs shall be located 48" minimum to the baseline of the lowest Braille cells and 60" maximum to the baseline of the highest line of raised characters above the finish floor or ground surface. CBC Section and Figure 11B-703.4.1.
Mounting location: A tactile sign shall be located per CBC Section and Figure 11 B-703.4.2 as follows:
1) Alongside a single door at the latch side.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
IDENTIFICATION SIGNS
Section 10 14 00
SECTION 10 14 00
IDENTIFICATION SIGNS
2) On the inactive leaf at double doors with one active leaf. 3) To the right of the right hand door at double doors with two active leafs.
4) On the nearest adjacent wall where there is no wall space at the latch side of a single door or at the right side of double doors with two active leafs.
5) So that a clear floor space of 18" x 18" minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position.
2. Visual characters shall comply with CBC Section 11B-703.5 and shall be 40" minimum above finish floor or ground.
3. Pictograms shall comply with CBC Section 11 B-703.6.
4. Symbols of accessibility shall comply with CBC Section 11 B-703.7.
5. Variable message signs shall comply with CBC Section 11 B-703.8.
2.2 MANUFACTURERS
A. Products of following manufacturers form basis for design and quality intended.
1. RB Industries
2. Dixie Graphics, Nashville, TN.
3. Gemini Incorporated, Cannon Falls, MN.
B. Or an approved equal.
2.3 SIGN FABRICATION - GENERAL
A. Chemically Deep -etched Zinc Signs, RB Industries Series 300 Photomag.
1. Solid metal plate, sheet, and strip: 0.125 inch thick.
2. Fabrication: Raised copy, Tactile and Braille.
3. Finish: [matte] [semigloss] [gloss] [exterior gloss] sheen.
4. Background: swirl -brushed and painted zinc background finish.
5. Factory applied color finishes, minimum 2 colors. Colors: As selected by Architect.
6. For Sizes and Dimensions verify with Architect.
7. Square edges.
8. Etch depth: 0.08"
9. Mounting Holes: Drilled and countersunk
B. Fasteners: Stainless steel screws, flat head, pin -in -head torx screws for vandal -proof
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
IDENTIFICATION SIGNS
Section 10 14 00
SECTION 10 14 00
IDENTIFICATION SIGNS
and clear silicone adhesive.
C. Lettering Type Style: Helvetica Regular, uppercase letters only, refer to QUALITY ASSURANCE for letter -proportion compliance.
D. Colors: as indicated on Drawings.
2.4 ROOM IDENTIFICATION SIGNS
A. Chemically Deep -etched Zinc Signs
1. Color: As selected by Architect.
2. For Sizes and Dimensions verify with Architect.
B. Size: 2-1/2 inches high, minimum, by 8 inches long, with 7/8 inch high, letters minimum 1/32 inch thick, minimum 3/32 inch thick for metal signs, fully tactile, with BRAILLE indicator.
1. Provide one sign with up to 13 letters for each door.
2. Provide one sign with up to 3 numerals for each door.
C. Signs with Changeable Message Capability: Fabricate signs to allow insertion of changeable messages as follows: Laminated acrylic sheets with subsurface color for borders, reverse graphics, numbers and room name where required. Clear vision panel faces hall accommodate multiple acetate inserts with Owner's graphics/logo or letter/number messages.
1. For slide -in changeable inserts, fabricate slot without burrs or constrictions that
inhibit function. Furnish initial changeable insert. Furnish two blank inserts for each sign for Owner's use
2. Raised Letter Signs with Braille and graphics on acrylic plastic (ADA Sign). a. Base Acrylic Material: Cast acrylic
b. Sign material must have non -glare (matte) surface.
c. Solid embedded color material.
d. Sign Color: Color as selected.
e. Sizes: as indicated on drawings .
f. Edges: Square
g. Raised Characters: California Building Code (CBC) compliant h. Character Font: California Building Code compliant
Character Color: contrasting color with background.
j. Character Thickness: 1/32 inch
k. Braille: Contracted Grade 11 Braille with domed surface.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
IDENTIFICATION SIGNS
Section 10 14 00
SECTION 10 14 00
IDENTIFICATION SIGNS
2.5 OCCUPANT LOAD SIGNS
A. Posting of occupant load signage in each room or area use for assembly per CBC 1004.3, CFC& Title 19.
B. Provide maximum occupancy load signs. Post in a conspicuous place near main exits or exit -access doorway of following areas:
1. as indicated on Drawings.
C. Chemically Deep -etched Zinc Signs.
1. Color: As selected by Architect.
2. For Sizes and Dimensions verify with Architect.
D. Size: 4 inches high by 8 inches, minimum, long, sub -surface application, 7/8 inch high letters, and 1 inch high numbers.
1. Message: MAXIMUM OCCUPANCY LOAD ###
2. Occupant load number as indicated on Drawings.
3. Conform to Sections 1004.3 California Building Code.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that surfaces are ready to receive Work.
B. Beginning of installation means installer accepts existing surfaces.
3.2 INSTALLATION
A. Install signs only after surfaces are finished, install at all rooms.
1. At single -leaf doors, locate signs on wall adjacent to latch side of applicable door opening, centered horizontally within 18 -inch space adjacent to latch side of door, tactile characters on signs shall be located 48 inches minimum above the finish floor measured from the baseline of the lowest Braille cells and 60 inches maximum from finish floor measured from the baseline of the highest line of raised characters, CBC Section 11B-703.4.1. Mounting location shall be located so that a clear space of 18" minimum by minimum by 18" minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position. CBC Section 11B-703.4.2.
B. Mounting:
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
IDENTIFICATION SIGNS
Section 10 14 00
SECTION 10 14 00
IDENTIFICATION SIGNS
1. Fasten with screws into metal blocking, not less than 1/4" diameter.
2. Exterior: Provide stainless steel spanner head tamper resistant screw in expansion shields suitable for substrate. Countersink screw flush with surface.
3. Interior: Unless noted otherwise, provide double stick foam tape mounting, 1/32 inches thick.
C. For signs installed on glass: a blank vinyl backer is required to be placed on opposite side of glass exactly behind sign being installed. This blank glass back up is to be the same size as sign being installed.
D. Clean and polish signs following manufacturer's instructions.
3.3 FIELD QUALITY CONTROL
A. Signs and identifications or other information shall be field inspected after installation and approved prior to the issuance of a final certificate of occupancy, or final approval where no certificate of occupancy is issued. The inspection shall include, but not limited to, verification that Braille dots and cells are properly spaced and the size, proportion and type of raised characters are in compliance with CBC, Section 11B-703.1.1.2.
3.4 SIGN TYPES AND SCHEDULE
A. As indicated on Drawings.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
IDENTIFICATION SIGNS
Section 10 14 00
SECTION 10 14 23
PANEL SIGNAGE
SECTION 10 14 23 - PANEL SIGNAGE
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section Includes:
1. Traffic and parking control, and site informational signage
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: For signs.
1. Include fabrication and installation details and attachments to other work.
2. Show sign mounting heights, locations of supplementary supports to be provided by other installers, and accessories.
C. Samples for Initial Selection: For each type of sign assembly, exposed component, and exposed finish.
1. Include representative Samples of available type, styles, and graphic symbols.
D. Samples for Verification: For each type of sign assembly showing all components and with the required finish(es), in manufacturer's standard size unless otherwise indicated and as follows:
1. Sign: Full-size Sample
2. Full-size Samples, if approved, will be returned to Contractor for use in Project. Do not include submittal sticker on sign if you wish to install in field.
1.4 WARRANTY
A. Special Warranty: Manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
a. Deterioration of finishes beyond normal weathering.
b. Deterioration of embedded graphic image.
c. Separation or delamination of sheet materials and components.
2. Warranty Period: Five years from date of Substantial Completion.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PANEL SIGNAGE
Section 10 14 23
SECTION 10 14 23
PANEL SIGNAGE
PART 2 - PRODUCTS
2.1 SIGN: TO MATCH DRAWINGS
A. Manufacturers: Open to contractor
B. Plaque Signs Provide manufacturer's standard silk-screen signs, baked -on enamel applied over Diamond Grade (DG), retro-reflectorized backing; on aluminum or 16 gaga galvanized steel sheet. Provide with anti -graffiti protective overlay file. Produce smooth, even level sign surfaces, constructed to remain flat under installed condition within a tolerance of plus of minus 1/16 -inch measured diagonally. Provide two holes for post mounting.
1. Parking stall signs: sign text, accessible parking control shall comply withrequirements of State of California Code of Regulations (CCR) - Title 24, Part 2, CBC ch. 11B-502.6 in addition to requirements of State of California, Department of Transportation (CALTRANS) and regulation of local authorities having jurisdiction.
a. Single post mount, not less than 70 square inches with white reflectorized copy on blue background conforming to No. 15090, (FED -STD -595C).
Sign shall display a profile view of a wheelchair with occupant in white on blue background.
1) Provide an additional sign below to accessible sign with the text "Minimum Fine $250".
a) Position one sign at the end of each parking space
designated for accessible usage.
b) Provide "Van Accessible" sign at location shown on
drawings. Sign shall not be 12 inch by 3-1/4 inch min. or as shown on plans.
c) Sign shall be mounted 80 inches from bottom of sign to finish grade of parking space or centered on wall at
interior end of parking space at a minimum height of 60 inches above the parking space, finished grade, ground of sidewalk, to the bottom of the sign. Locate per drawings.
2. Support Posts:
a. Galvanized steel pipe minimum 2-1/2 inch diameter of as indicated on plans with caps.
b. Concrete: Ready -mixed, complying with ASTM C94/C94M;normal Portland cement, 3,500 psi strength at 28 days, 3 inch slump; 3/4" nominal size aggregate.
c. Fasteners: Provide tamper -proof stainless steel fasteners with bolts, nuts, washers typical.
C. Direction Signs: To match drawings and all the requirements for plaque sign materials, fasteners, concrete, support post as shown above for Traffic Signs.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PANEL SIGNAGE
Section 10 14 23
SECTION 10 14 23
PANEL SIGNAGE
2.2 PERFORMANCE REQUIREMENTS
A. Structural Performance: Signs and supporting elements shall withstand the effects of gravity and other loads within limits and under conditions indicated.
B. Accessibility Standard: Comply with applicable provisions in the USDOJ's "2010 ADA Standards for Accessible Design", the ABA standards of the Federal agency having jurisdiction.
2.3 ACCESSORIES
A. Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of signs, noncorrosive and compatible with each material joined, and complying with the following unless otherwise indicated:
2.4 EXAMINATION
A. Verify that sign -support surfaces are within tolerances to accommodate signs without gaps or irregularities between backs of signs and support surfaces unless otherwise indicated.
2.5 INSTALLATION
A. General: Install signs using mounting methods indicated and according to manufacturer's written instructions or as indicated on the drawings.
1. Install signs level, plumb, true to line, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance.
2. Install signs so they do not protrude or obstruct according to the accessibility standard.
B. Accessible Signage: Install in locations as indicated on Drawings and according to the accessibility standard.
C. Remove and replace damaged or deformed signs and signs that do not comply with specified requirements. Replace signs with damaged or deteriorated finishes or components that cannot be successfully repaired by finish touchup or similar minor repair procedures.
D. Remove temporary protective coverings and strippable films as signs are installed.
E. On completion of installation, clean exposed surfaces of signs according to manufacturer's written instructions and touch up minor nicks and abrasions in finish. Maintain signs in a clean condition during construction and protect from damage until acceptance by Owner.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PANEL SIGNAGE
Section 10 14 23
SECTION 10 14 23
PANEL SIGNAGE
THIS PAGE INTENTIONALLY LEFT BLANK
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PANEL SIGNAGE
Section 10 14 23
SECTION 22 05 17
SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
SECTION 22 05 17 - SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Sleeves.
2. Sleeve -seal systems.
3. Grout.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product indicated.
PART 2 - PRODUCTS
2.1 SLEEVES
A. Cast -Iron Wall Pipes: Cast or fabricated of cast or ductile iron and equivalent to ductile -iron pressure pipe, with plain ends and integral waterstop unless otherwise indicated.
B. Galvanized -Steel Wall Pipes: ASTM A 53/A 53M, Schedule 40, with plain ends and welded steel collar; zinc coated.
C. Galvanized -Steel -Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, zinc coated, with plain ends.
D. PVC -Pipe Sleeves: ASTM D 1785, Schedule 40.
E. Galvanized -Steel -Sheet Sleeves: 0.0239 -inch (0.6 -mm) minimum thickness; round tube closed with welded longitudinal joint.
2.2 GROUT
A. Standard: ASTM C 1107/C 1107M, Grade B, post -hardening and volume -adjusting, dry, hydraulic -cement grout.
B. Characteristics: Non -shrink; recommended for interior and exterior applications.
C. Design Mix: 5000 -psi (34.5-MPa), 28 -day compressive strength.
D. Packaging: Premixed and factory packaged.
PART 3 - EXECUTION
3.1 SLEEVE INSTALLATION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
Section 22 05 17
SECTION 22 05 17
SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
A. Install sleeves for piping passing through penetrations in floors, partitions, roofs, and walls.
B. For sleeves that will have sleeve -seal system installed, select sleeves of size large enough to provide 1 -inch (25 -mm) annular clear space between piping and concrete slabs and walls.
1. Sleeves are not required for core -drilled holes.
C. Install sleeves in concrete floors, concrete roof slabs, and concrete walls as new slabs and walls are constructed.
1. Cut sleeves to length for mounting flush with both surfaces. a. Exception: Extend sleeves installed in floors of mechanical equipment areas or other wet areas 2 inches (50 mm) above finished floor level.
2. Using grout, seal the space outside of sleeves in slabs and walls without sleeve -seal system.
D. Install sleeves for pipes passing through interior partitions.
1. Cut sleeves to length for mounting flush with both surfaces.
2. Install sleeves that are large enough to provide 1/4 -inch (6.4 -mm) annular clear space between sleeve and pipe or pipe insulation.
3. Seal annular space between sleeve and piping or piping insulation; use joint sealants appropriate for size, depth, and location of joint. Comply with requirements for sealants specified in Section 079200 "Joint Sealants."
E. Fire -Barrier Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials. Comply with requirements for firestopping specified in Section 078400 "Firestopping."
3.2 SLEEVE AND SLEEVE -SEAL SCHEDULE
A. Use sleeves and sleeve seals for the following piping -penetration applications:
1. Exterior Concrete Walls above Grade:
a. Piping Smaller than NPS 6 (DN 150): Cast-iron wall sleeves. b. Piping NPS 6 (DN 150) and Larger: Cast-iron wall sleeves.
2. Exterior Concrete Walls below Grade:
a. Piping Smaller than NPS 6 (DN 150): Cast-iron wall sleeves with sleeve -seal system.
1) Select sleeve size to allow for 1 -inch (25 -mm) annular clear space between piping and sleeve for installing sleeve -seal system.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
Section 22 05 17
SECTION 22 05 17
SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
b. Piping NPS 6 (DN 150) and Larger: Cast-iron wall sleeves with sleeve -seal system.
1) Select sleeve size to allow for 1 -inch (25 -mm) annular clear space between piping and sleeve for installing sleeve -seal system.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
Section 22 05 17
SECTION 22 05 17
SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
THIS PAGE INTENTIONAALLY LEFT BLANK
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING
Section 22 05 17
SECTION 22 10 05
PLUMBING PIPING
SECTION 22 10 05 - PLUMBING PIPING
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Pipe, pipe fittings, specialties, and connections for piping systems.
1. Natural Gas.
2. Flanges, unions, and couplings.
1.2 REFERENCE STANDARDS
A. ANSI Z21.22 - American National Standard for Relief Valves and Automatic Gas Shutoff Devices for Hot Water Supply Systems 2015.
B. ASME B16.3 - Malleable Iron Threaded Fittings: Classes 150 and 300 2016.
C. Copper Alloy Tube 2016.
D. ASTM B828 - Standard Practice for Making Capillary Joints by Soldering of Copper and Copper Alloy Tube and Fittings 2016.
E. ASTM C425 - Standard Specification for Compression Joints for Vitrified Clay Pipe and Fittings 2004 (Reapproved 2018).
F. ASTM C564 - Standard Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings 2020a.
G. ASTM D1785 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120 2015, with Editorial Revision (2018).
H. ASTM D2239 - Standard Specification for Polyethylene (PE) Plastic Pipe (SIDR-PR) Based on Controlled Inside Diameter 2012a.
ASTM D2513 - Standard Specification for Polyethylene (PE) Gas Pressure Pipe, Tubing, and Fittings 2019.
J. AGA - American Gas Association Code
1.3 SUBMITTALS
A. Product Data: Provide data on pipe materials, pipe fittings, valves, and accessories. Provide manufacturers catalog information. Indicate valve data and ratings.
1.4 QUALITY ASSURANCE
A. Perform Work in accordance with State of California, standards.
B. Maintain one copy on project site.
CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00
PLUMBING PIPING
Section 22 10 05
SECTION 22 10 05
PLUMBING PIPING
1.5 REGULATORY REQUIREMENTS
A. Perform Work in accordance with State of California plumbing code.
1.6 DELIVERY, STORAGE, AND HANDLING
A. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation.
B. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system.
PART 2 - PRODUCTS
2.1 GENERAL REQUIREMENTS
A. Potable Water Supply Systems: Provide piping, pipe fittings, and solder and flux (if used), that comply with NSF 61 and NSF 372 for maximum lead content; label pipe and fittings.
2.2 DOMESTIC WATER PIPING, BURIED WITHIN 5 FEET (1500 mm) OF BUILDING A. Copper Pipe: Class 150 bronze unions with brazed joints below grade, hard drawn, Type K, wrapped.
1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22 wrought copper and bronze.
2. Joints: ASTM B32, alloy Sn95 solder.
2.3 DOMESTIC WATER PIPING, ABOVE GRADE
A. Copper Tube: ASTM B88 (ASTM B88M), Type L (B), Drawn (H).
1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22, wrought copper and bronze.
2. Joints: ASTM B32, alloy Sn95 solder.
2.4 NATURAL GAS PIPING, BURIED BEYOND 5 FEET (1500 mm) OF BUILDING A. Polyethylene Pipe: ASTM D2513, SDR 11.
1. Fittings: ASTM D2683 or ASTM D2513 socket type.
2. Joints: Fusion welded.
2.5 NATURAL GAS PIPING, BURIED WITHIN 5 FEET (1500 mm) OF BUILDING A. Steel Pipe: ASTM A53/A53M Schedule 40 black.
1. Fittings: ASTM A234/A234M, wrought steel welding type.
CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00
PLUMBING PIPING
Section 22 10 05
SECTION 22 10 05
PLUMBING PIPING
2. Joints: ASME B31.1, welded.
3. Jacket: AWWA C105/A21.5 polyethylene jacket or double layer, half -lapped 10 mil ( 0.25 mm) polyethylene tape.
2.6 NATURAL GAS PIPING, ABOVE GRADE
A. Steel Pipe: ASTM A53/A53M Schedule 40 black.
1. Fittings: ASME B16.3, malleable iron, or ASTM A234/A234M, wrought steel welding type.
2. Joints: Threaded or welded to ASME B31.1.
3. All exposed piping shall be painted or jacketed.
2.7 FLANGES, UNIONS, AND COUPLINGS
A. Unions for Pipe Sizes 3 Inches ( 80 mm ) and Under:
1. Copper tube and pipe: Class 150 bronze unions with soldered joints.
B. Grooved and Shouldered Pipe End Couplings:
1. Housing: Malleable iron clamps to engage and lock, designed to permit some angular deflection, contraction, and expansion; steel bolts, nuts, and washers; galvanized for galvanized pipe.
2. Sealing gasket: "C" shape composition sealing gasket.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that excavations are to required grade, dry, and not over -excavated.
3.2 PREPARATION
A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe.
B. Remove scale and dirt, on inside and outside, before assembly.
C. Prepare piping connections to equipment with flanges or unions.
3.3 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Provide non -conducting dielectric connections wherever jointing dissimilar metals.
C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to
CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00
PLUMBING PIPING
Section 22 10 05
SECTION 22 10 05
PLUMBING PIPING
walls.
D. Install piping to maintain headroom, conserve space, and not interfere with use of space.
E. Group piping whenever practical at common elevations.
F. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected equipment.
G. Provide clearance in hangers and from structure and other equipment for installation of insulation and access to valves and fittings.
H. Shut-off valves shall be provided on all main branches, runs to risers and where shown on drawings. Locate shut-off valves over T -Bar Ceiling when possible. Provide access panes' when shut-off valves are located over hard lid ceilings.
Provide access where valves and fittings are not exposed.
J. Prepare exposed, unfinished pipe, fittings, supports, and accessories ready for finish painting.
Color to be specified by architect.
K. All exposed, unfinished pipe, fittings, supports, and accessories shall be painted.
L. All piping, fittings, supports and accessories shall approved UV protection M. Install valves with stems upright or horizontal, not inverted. Refer to Section 22 05 23.
N. Provide stem extension on all valves for piping requiring insulation to ensure valve can be cycled without damaging pipe insulation.
O. Install water piping to ASME B31.9.
P. Copper Pipe and Tube: Make soldered joints in accordance with ASTM B828, using specified solder, and flux meeting ASTM B813; in potable water systems use flux also complying with NSF 61 and NSF 372.
3.4 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM
A. Disinfect water distribution system in accordance with local jurisdiction. Potable water systems shall be disinfected and flushed prior to use by water -chlorination solution and have bacteriological examination made by an approved agency per 2016 California Plumbing Code section 609.9 and as prescribed in AWWA C651. Methods of cleaning / disinfecting for new or repair piping as described in C651 or NFPA 24.
B. Prior to starting work, verify system is complete, flushed and clean.
3.5 SERVICE CONNECTIONS
A. See Civil plans for sewer service to the building. Before commencing work check invert elevations required for sewer connections, confirm inverts and ensure that these can be properly connected with slope for drainage and cover to avoid freezing.
CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00
PLUMBING PIPING
Section 22 10 05
SECTION 22 10 05
PLUMBING PIPING
B. See Civil plans for water service to the building.
3.6 PIPE MATERIAL SCHEDULES - SEE PLUMBING SHEET P0.01.
END OF SECTION
CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00
PLUMBING PIPING
Section 22 10 05
SECTION 22 10 05
PLUMBING PIPING
THIS PAGE INTENTIONALLY LEFT BLANK
CITY OF BEAUMONT - RAMP REPLACEMENT
SGH #21-60100-00
PLUMBING PIPING
Section 22 10 05
SECTION 22 10 06
PLUMBING PIPING SPECIALTIES
SECTION 22 10 06 - PLUMBING PIPING SPECIALTIES
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Drains.
B. Cleanouts.
C. Hose bibbs.
D. Refrigerator valve and recessed box.
E. Water hammer arrestors.
F. Trap Primers.
G. Mixing valves.
1.2 REFERENCE STANDARDS
A. ASME A112.6.3 - Floor and Trench Drains 2019.
B. ASME A112.6.4 - Roof, Deck, and Balcony Drains 2008 (Reaffirmed 2012).
C. ASSE 1011 - Performance Requirements for Hose Connection Vacuum Breakers 2017.
D. ASSE 1012 - Performance Requirements for Backflow Preventers with an Intermediate Atmospheric Vent 2009.
E. ASSE 1013 - Performance Requirements for Reduced Pressure Principle Backflow Preventers and Reduced Pressure Principle Fire Protection Backflow Preventers 2011.
F. ASSE 1019 - Performance Requirements for Wall Hydrant with Backflow Protection and Freeze Resistance 2011 (Reaffirmed 2016).
G. NSF 61 - Drinking Water System Components - Health Effects 2019.
H. NSF 372 - Drinking Water System Components - Lead Content 2016.
PDI-WH 201 - Water Hammer Arresters 2017.
1.3 SUBMITTALS
A. Product Data: Provide component sizes, rough -in requirements, service sizes, and finishes.
B. Certificates: Certify that grease interceptors meet or exceed specified requirements.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PLUMBING PIPING SPECIALTIES
Section 22 10 06
SECTION 22 10 06
PLUMBING PIPING SPECIALTIES
1.4 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with not less than three years documented experience.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Accept specialties on site in original factory packaging. Inspect for damage.
PART 2 - PRODUCTS
2.1 GENERAL REQUIREMENTS
A. Specialties in Potable Water Supply Systems: Provide products that comply with NSF 61 and NSF 372 for maximum lead content.
2.2 HOSE BIBBS
A. Manufacturers:
1. Woodford: www.woodfordmfg.com .
2. Zurn Industries, LLC: www.zurn.com .
3. Mifab: www.mifab.com
B. Interior Hose Bibbs (HB-1):
1. ASSE 1019; freeze resistant, self -draining type with chrome plated wall plate hose thread spout, lockshield and removable key, and integral vacuum breaker. Faucet to be housed in a flush mounted, tamper resistant brass wall box.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Extend cleanouts to finished floor or wall surface. Lubricate threaded cleanout plugs with mixture of graphite and linseed oil. Ensure clearance at cleanout for rodding of drainage system.
C. Encase exterior cleanouts in concrete flush with grade.
D. Install floor cleanouts at elevation to accommodate finished floor.
E. Install approved potable water protection devices on plumbing lines where contamination of domestic water may occur; on boiler feed water lines, janitor rooms, fire sprinkler systems, premise isolation, irrigation systems, flush valves, interior and exterior hose bibbs.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PLUMBING PIPING SPECIALTIES
Section 22 10 06
SECTION 22 10 06
PLUMBING PIPING SPECIALTIES
F. Install water hammer arrestors complete with accessible isolation valve on hot and cold water supply piping to lavatory sinks.
G. Install trap primers where floor drains are installed.
END OF SECTION
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PLUMBING PIPING SPECIALTIES
Section 22 10 06
SECTION 22 10 06
PLUMBING PIPING SPECIALTIES
THIS PAGE INTENTIONALLY LEFT BLANK
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
PLUMBING PIPING SPECIALTIES
Section 22 10 06
SECTION 31 10 00
SITE CLEARING
SECTION 31 10 00 - SITE CLEARING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Protecting existing vegetation to remain.
2. Removing existing vegetation.
3. Clearing and grubbing.
4. Removing above- and below -grade site improvements.
5. Disconnecting, capping, or sealing site utilities.
6. Temporary erosion and sedimentation control.
1.2 PREINSTALLATION MEETINGS
A. Not required.
1.3 MATERIAL OWNERSHIP
A. Except for materials indicated to be stockpiled or otherwise remain Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site.
1.4 FIELD CONDITIONS
A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site -clearing operations.
1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction.
2. Provide alternate routes around closed or obstructed trafficways if required by Owner or authorities having jurisdiction.
B. Salvageable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises.
C. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing.
D. Do not commence site clearing operations until temporary erosion- and sedimentation - control are in place.
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00
SITE CLEARING
Section 31 10 00
SECTION 31 10 00
SITE CLEARING
PART 2 - PRODUCTS
(Not Used))
PART 3 - EXECUTION
3.1 PREPARATION
A. Protect and maintain benchmarks and survey control points from disturbance during construction.
B. Protect existing site improvements to remain from damage during construction.
1. Restore damaged improvements to their original condition, as acceptable to Owner.
3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL
A. Provide temporary erosion- and sedimentation -control measures to prevent soil erosion and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways, according to erosion- and sedimentation -control Drawings and requirements of authorities having jurisdiction.
B. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones.
C. Inspect, maintain, and repair erosion- and sedimentation -control measures during construction until permanent vegetation has been established.
D. Remove erosion and sedimentation controls, and restore and stabilize areas disturbed during removal.
3.3 TREE AND PLANT PROTECTION
A. Protect trees and plants remaining on -site according to requirements in Section 01 56 39 "Temporary Tree and Plant Protection."
B. Repair or replace trees, shrubs, and other vegetation indicated to remain or be relocated that are damaged by construction operations.
3.4 EXISTING UTILITIES
A. Locate, identify, disconnect, and seal or cap utilities indicated to be removed or abandoned in place.
1. Arrange with utility companies to shut off indicated utilities.
B. Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others, unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:
CITY OF BEAUMONT - RAMP RENOVATION
SGH #21-60100-00