SEALS PAGE
ARCHITECT
SGH ARCHITECTS
707 Brookside Avenue
Redlands, California 92373
Michael J. Stephens, AIA, NCARB
[email protected]
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CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUMMARY OF WORK
Section 01 10 00
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CITRUS AVENUE PARKING STRUCTURE TABLE OF CONTENTS
CITY OF REDLANDS
SGH Project #23-26102-00 Page 1 of 2
CITY OF REDLANDS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
COVER SHEET
SEALS PAGE
TABLE OF CONTENTS
DIVISION 01 GENERAL REQUIREMENTS
01 10 00 SUMMARY OF WORK
01 21 00 ALLOWANCES
01 23 00 ALTERNATES
01 26 00 CONTRACT MODIFICATION
01 29 00 PAYMENT PROCEDURES
01 31 00 PROJECT MANAGEMENT AND COORDINATION
01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION
01 32 33 PHOTOGRAPHIC DOCUMENTATION
01 33 00 SUBMITTAL PROCEDURES
01 40 00 QUALITY REQUIREMENTS
01 42 00 REFERENCES
01 50 00 TEMPORARY FACILITIES AND CONTROLS
01 73 00 EXECUTION
01 77 00 CLOSEOUT PROCEDURES
01 78 39 PROJECT RECORD DOCUMENTS
DIVISION 02 DEMOLITION
02 41 19 SELECTIVE DEMOLITION
DIVISION 03 CONCRETE
03 01 30 MAINTENANCE OF CAST-IN-PLACE CONCRETE
03 93 00 EPOXY-INJECTED CRACK REPAIR
DIVISION 05 METALS
05 50 00 METAL FABRICATIONS
DIVISION 07 THERMAL AND MOISTURE PROTECTION
07 16 13 POLYMER MODIFIED CEMENT WATERPROOFING
07 16 14 ELASTIMERIC WEAR AND TOP COAT
07 18 00 TRAFFIC COATINGS
07 92 00 JOINT SEALANTS
DIVISION 09 FINISHES
09 91 13 EXTERIOR PAINTING
DIVISION 32 EXTERIOR IMPROVEMENTS
32 13 73 CONCRETE PAVING JOINT SEALANTS
32 17 13 PARKING BUMPERS
32 17 23 PAVEMENT MARKINGS
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CITRUS AVENUE PARKING STRUCTURE TABLE OF CONTENTS
CITY OF REDLANDS
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SECTION 01 10 00
SUMMARY OF WORK
CITRUS AVENUE PARKING STRUCTURE -
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUMMARY OF WORK
Section 01 10 00
SECTION 01 10 00 – SUMMARY OF WORK
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:
1. Project information.
2. Work covered by Contract Documents.
3. Contractor's use of site and premises.
4. Work restrictions.
5. Specification and Drawing conventions.
6. Miscellaneous provisions.
B. Related Requirements:
1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and procedures governing temporary use of Owner's facilities.
2. Section 01 73 00 "Execution" for coordination of Owner-installed products.
1.3 DEFINITIONS
A. Work Package: A group of specifications, drawings, and schedules prepared by the design team to describe a portion of the Project Work for pricing, permitting, and construction.
1.4 PROJECT INFORMATION
A. Project Identification: Citrus Avenue Parking Structure Maintenance and Repair
1. Project Location: East Citrus Avenue & 6th Street, Redlands CA. 92373.
B. Owner: City of Redlands.
1. Owner's Representative: Don Craw
C. Architect: SGH Architects.
1. Architect's Representative: Slade Johnson, Senior Associate Redlands Regular Meeting of 05-06-2025 933 of 1455
SECTION 01 10 00
SUMMARY OF WORK
CITRUS AVENUE PARKING STRUCTURE -
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUMMARY OF WORK
Section 01 10 00
D. Web-Based Project Software: Project software will be used for purposes of managing communication and documents during the construction stage.
1. See Section 013100 "Project Management and Coordination." for requirements for using web-based Project software.
1.5 WORK COVERED BY CONTRACT DOCUMENTS
A. The Work of Project is defined by the Contract Documents and includes, but is not limited to, the following:
1. The project consists of repairing old concrete, restriping a parking garage, fixing damaged mortar and CMU wall elements, cleaning, painting, sealing of upper level deck and other Work indicated in the Contract Documents.
B. Type of Contract:
1. Project will be constructed under a single prime contract.
1.6 CONTRACTOR'S USE OF SITE AND PREMISES
A. Unrestricted Use of Site: Each Contractor shall have full use of Project site for construction operations during construction period. Contractor's use of Project site is limited only by Owner's right to perform work or to retain other contractors on portions of Project.
B. Limits on Use of Site: Limit use of Project site to Work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.
1. Driveways, Walkways and Entrances: Keep driveways parking garage, and entrances serving premises clear and available to emergency vehicles at all times. Okay to use these areas for parking or for storage of materials.
a. Schedule deliveries to minimize use of driveways and entrances by construction operations.
b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.
C. Condition of Existing Grounds: Maintain portions of existing grounds, landscaping, and hardscaping affected by construction operations throughout construction period. Repair damage caused by construction operations.
1. Obtain a Certificate of Occupancy from authorities having jurisdiction before limited Owner occupancy.
1.7 WORK RESTRICTIONS
A. Comply with restrictions on construction operations.
1. Comply with limitations on use of public streets, work on public streets, rights of way, and other requirements of authorities having jurisdiction.
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SUMMARY OF WORK
CITRUS AVENUE PARKING STRUCTURE -
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUMMARY OF WORK
Section 01 10 00
B. On-Site Work Hours: Limit work to between 5 a.m. to 7 p.m., Monday through Friday, unless otherwise indicated. Work hours may be modified to meet Project requirements if approved by Owner and authorities having jurisdiction.
C. Smoking and Controlled Substance Restrictions: Use of tobacco products , alcoholic beverages, and other controlled substances on Project site is not permitted.
1. Maintain list of approved screened personnel with Owner's representative.
1.8 SPECIFICATION AND DRAWING CONVENTIONS
A. Specification Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:
1. Imperative mood and streamlined language are generally used in the Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.
2. Text Color: Text used in the Specifications, including units of measure, manufacturer and product names, and other text may appear in multiple colors or underlined as part of a hyperlink; no emphasis is implied by text with these characteristics.
3. Hypertext: Text used in the Specifications may contain hyperlinks. Hyperlinks may allow for access to linked information that is not residing in the Specifications. Unless otherwise indicated, linked information is not part of the Contract Documents.
4. Specification requirements are to be performed by Contractor unless specifically stated otherwise.
B. Division 00 Contracting Requirements: General provisions of the Contract, including General and Supplementary Conditions, apply to all Sections of the Specifications.
C. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.
D. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:
1. Terminology: Materials and products are identified by the typical generic terms used in the individual Specifications Sections.
2. Abbreviations: Materials and products are identified by abbreviations scheduled on Drawings and published as part of the U.S. National CAD Standard.
3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual. The first two digits of the keynote refers to the specification section number.
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SECTION 01 10 00
SUMMARY OF WORK
CITRUS AVENUE PARKING STRUCTURE -
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUMMARY OF WORK
Section 01 10 00
1.9 MISCELLANEOUS PROVISIONS
END OF SECTION
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SECTION 01 21 00
ALLOWANCES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
ALLOWANCES
Section 01 21 00
SECTION 01 21 00 - ALLOWANCES
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 governing allowances.
B. Types of allowances include the following:
1. Contingency allowances.
2. Testing and inspecting allowances.
C. Related Requirements:
1. Section 01 22 00 "Unit Prices" for procedures for using unit prices, including adjustment of quantity allowances when applicable.
2. Section 01 26 00 "Contract Modification Procedures" for procedures for submitting and handling Change Orders.
3. Section 01 40 00 "Quality Requirements" for procedures governing the use of allowances for field testing by an independent testing agency.
1.3 DEFINITIONS
A. Allowance: A quantity of work or dollar amount included in the Contract, established in lieu of additional requirements, used to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order.
1.4 SELECTION AND PURCHASE
A. At the earliest practical date after award of the Contract, advise Architect of the date when final selection, or purchase and delivery, of each product or system described by an allowance must be completed by the Owner to avoid delaying the Work.
B. At Architect's request, obtain proposals for each allowance for use in making final selections.
Include recommendations that are relevant to performing the Work.
C. Purchase products and systems selected by Architect from the designated supplier.
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SECTION 01 21 00
ALLOWANCES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
ALLOWANCES
Section 01 21 00
1.5 ACTION SUBMITTALS
A. Submit proposals for purchase of products or systems included in allowances in the form specified for Change Orders.
1.6 INFORMATIONAL SUBMITTALS
A. Submit invoices or delivery slips to show actual quantities of materials delivered to the site for use in fulfillment of each allowance.
B. Submit time sheets and other documentation to show labor time and cost for installation of allowance items that include installation as part of the allowance.
C. Coordinate and process submittals for allowance items in same manner as for other portions of the Work.
1.7 LUMP-SUM ALLOWANCES
1. None
1.8 UNIT-COST ALLOWANCES
1. None
1.9 QUANTITY ALLOWANCES
1. None
1.10 CONTINGENCY ALLOWANCES
A. Use the contingency allowance only as directed by Architect for Owner's purposes and only by Change Orders that indicate amounts to be charged to the allowance.
B. Contractor's overhead, profit, and related costs for products and equipment ordered by Owner under the contingency allowance are included in the allowance and are not part of the Contract Sum. These costs include delivery, installation, taxes, insurance, equipment rental, and similar costs.
C. Change Orders authorizing use of funds from the contingency allowance will include Contractor's related costs and reasonable overhead and profit.
D. At Project closeout, credit unused amounts remaining in the contingency allowance to Owner by Change Order.
1.11 TESTING AND INSPECTING ALLOWANCES
A. Testing and inspecting allowances include the cost of engaging testing agencies, actual tests and inspections, and reporting results.
B. The allowance does not include incidental labor required to assist the testing agency or costs for retesting if previous tests and inspections result in failure. The cost for incidental labor to assist the testing agency shall be included in the Contract Sum.
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SECTION 01 21 00
ALLOWANCES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
ALLOWANCES
Section 01 21 00
C. Costs of testing and inspection services not specifically required by the Contract Documents are Contractor responsibilities and are not included in the allowance.
D. At Project closeout, credit unused amounts remaining in the testing and inspecting allowance to Owner by Change Order.
1.12 ADJUSTMENT OF ALLOWANCES
A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, required maintenance materials, and similar margins.
1. Include installation costs in purchase amount only where indicated as part of the allowance.
2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other markups.
3. Submit substantiation of a change in scope of Work, if any, claimed in Change Orders related to unit-cost allowances.
4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.
B. Submit claims for increased costs due to a change in the scope or nature of the allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit.
1. Do not include Contractor's or subcontractor's indirect expense in the Change Order cost amount unless it is clearly shown that the nature or extent of Work has changed from what could have been foreseen from information in the Contract Documents.
2. No change to Contractor's indirect expense is permitted for selection of higher- or lowerpriced materials or systems of the same scope and nature as originally indicated.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine products covered by an allowance promptly on delivery for damage or defects. Return damaged or defective products to manufacturer for replacement.
3.2 PREPARATION
A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.
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SECTION 01 21 00
ALLOWANCES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
ALLOWANCES
Section 01 21 00
3.3 SCHEDULE OF ALLOWANCES
A. Allowance No. 1: Miscellaneous work related concerns $10,000.00
1. This allowance includes material cost, receiving, handling, and installation and Contractor overhead and profit.
END OF SECTION
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SECTION 01 23 00
ALTERNATES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
ALTERNATES
Section 01 23 00
SECTION 01 23 00 - ALTERNATES
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 alternates.
1.3 DEFINITIONS
A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain work defined in the bidding requirements that may be added to or deducted from the base bid amount if the Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.
1. Alternates described in this Section are part of the Work only if enumerated in the Agreement.
2. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternates into the Work. No other adjustments are made to the Contract Sum.
1.4 PROCEDURES
A. Coordination: Revise or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.
1. Include, as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation, whether or not indicated as part of alternate.
B. Execute accepted alternates under the same conditions as other Work of the Contract.
C. Schedule: A Part 3 "Schedule of Alternates" Article is included at the end of this Section.
Specification Sections referenced in schedule contain requirements for materials necessary to achieve the work described under each alternate.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 SCHEDULE OF ALTERNATES
A. Alternate No. None
END OF SECTION
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SECTION 01 23 00
ALTERNATES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
ALTERNATES
Section 01 23 00
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SECTION 01 26 00
CONTRACT MODIFICATION PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CONTRACT MODIFICATION PROCEDURES
Section 01 26 00
SECTION 01 26 00 - CONTRACT MODIFICATION 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 handling and processing Contract modifications.
B. Related Requirements:
1. Section 01 31 00 "Project Management and Coordination" for requirements for forms for contract modifications provided as part of web-based Project management software.
1.3 MINOR CHANGES IN THE WORK
A. Architect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on web-based Project management software.
1.4 PROPOSAL REQUESTS
A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications.
1. Work Change Proposal Requests issued by Architect are not instructions either to stop work in progress or to execute the proposed change.
2. Within 7 days after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
c. Include costs of labor and supervision directly attributable to the change. d. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.
e. Quotation Form: Use forms acceptable to Architect.
B. Contractor-Initiated Proposals: If latent or changed conditions require modifications to the Contract, Contractor may initiate a claim by submitting a request for a change to Architect.
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SECTION 01 26 00
CONTRACT MODIFICATION PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
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SGH Project No. 23-26102-00
CONTRACT MODIFICATION PROCEDURES
Section 01 26 00
1. Include a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time.
2. Include a list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.
4. Include costs of labor and supervision directly attributable to the change.
5. Include an updated Contractor's construction schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.
6. Proposal Request Form: Use form acceptable to Architect.
1.5 ADMINISTRATIVE CHANGE ORDERS
A. Allowance Adjustment: See Section 01 21 00 "Allowances" for administrative procedures for preparation of Change Order Proposal for adjusting the Contract Sum to reflect actual costs of allowances.
1.6 CHANGE ORDER PROCEDURES
A. On Owner's approval of a Work Change Proposal Request, Architect will issue a Change Order for signatures of Owner and Contractor on AIA Document G701.
1.7 CONSTRUCTION CHANGE DIRECTIVE
A. Construction Change Directive: Architect may issue a Construction Change Directive on AIA Document G714. Construction Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.
1. Construction Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.
B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive.
1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.
1.8 WORK CHANGE DIRECTIVE
A. Work Change Directive: Architect may issue a Work Change Directive on form provided as part of web-based Project management software. Work Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.
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SECTION 01 26 00
CONTRACT MODIFICATION PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CONTRACT MODIFICATION PROCEDURES
Section 01 26 00
1. Work Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine change in the Contract Sum or the Contract Time.
B. Documentation: Maintain detailed records on a time and material basis of work required by the Work Change Directive.
1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 26 00
CONTRACT MODIFICATION PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CONTRACT MODIFICATION PROCEDURES
Section 01 26 00
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SECTION 01 29 00
PAYMENT PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
PAYMENT PROCEDURES
Section 01 29 00
SECTION 01 29 00 - PAYMENT 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 necessary to prepare and process Applications for Payment.
B. Related Requirements:
1. Document 004373 "Proposed Schedule of Values Form" for requirements for furnishing proposed schedule of values with bid.
2. Section 01 21 00 "Allowances" for procedural requirements governing the handling and processing of allowances.
3. Section 01 26 00 "Contract Modification Procedures" for administrative procedures for handling changes to the Contract.
4. Section 01 32 00 "Construction Progress Documentation" for administrative requirements governing the preparation and submittal of the Contractor's construction schedule.
1.3 DEFINITIONS
A. Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment.
1.4 SCHEDULE OF VALUES
A. Coordination: Coordinate preparation of the schedule of values with preparation of Contractor's construction schedule. Cost-loaded Critical Path Method Schedule may serve to satisfy requirements for the schedule of values.
1. Coordinate line items in the schedule of values with items required to be indicated as separate activities in Contractor's construction schedule.
2. Submit the schedule of values to Architect at earliest possible date, but no later than 5 days before the date scheduled for submittal of initial Applications for Payment.
B. Format and Content: Use Project Manual table of contents as a guide to establish line items for the schedule of values. Provide at least one line item for each Specification Section.
1. Identification: Include the following Project identification on the schedule of values:
a. Project name and location.
b. Owner's name.
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SECTION 01 29 00
PAYMENT PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
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SGH Project No. 23-26102-00
PAYMENT PROCEDURES
Section 01 29 00
c. Owner's Project number.
d. Name of Architect.
e. Architect's Project number.
f. Contractor's name and address.
g. Date of submittal.
2. Arrange the schedule of values in tabular form, with separate columns to indicate the following for each item listed:
a. Related Specification Section or division.
b. Description of the Work.
c. Name of subcontractor.
d. Name of manufacturer or fabricator.
e. Name of supplier.
f. Change Orders (numbers) that affect value.
g. Dollar value of the following, as a percentage of the Contract Sum to nearest onehundredth percent, adjusted to total 100 percent. Round dollar amounts to whole dollars, with total equal to Contract Sum.
1) Labor.
2) Materials.
3) Equipment.
3. Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Provide multiple line items for principal subcontract amounts in excess of five percent of the Contract Sum.
4. Provide a separate line item in the schedule of values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed.
a. Differentiate between items stored on-site and items stored off-site.
5. Allowances: Provide a separate line item in the schedule of values for each allowance. Show line-item value of unit-cost allowances, as a product of the unit cost, multiplied by measured quantity. Use information indicated in the Contract Documents to determine quantities.
1.5 APPLICATIONS FOR PAYMENT
A. Each Application for Payment following the initial Application for Payment shall be consistent with previous applications and payments, as certified by Architect and paid for by Owner.
B. Payment Application Times: The date for each progress payment is indicated in the Owner/Contractor Agreement. The period of construction work covered by each Application for Payment is the period indicated in the Agreement.
1. Submit draft copy of Application for Payment seven days prior to due date for review by Architect.
C. Application for Payment Forms: Use AIA Document G702 and AIA Document G703as form for Applications for Payment.
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PAYMENT PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
PAYMENT PROCEDURES
Section 01 29 00
1. Other Application for Payment forms proposed by the Contractor may be acceptable to Architect and Owner. Submit forms for approval with initial submittal of schedule of values.
D. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Architect will return incomplete applications without action.
1. Entries shall match data on the schedule of values and Contractor's construction schedule.
Use updated schedules if revisions were made.
2. Include amounts for work completed following previous Application for Payment, whether or not payment has been received. Include only amounts for work completed at time of Application for Payment.
3. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application.
4. Indicate separate amounts for work being carried out under Owner-requested project acceleration.
E. Stored Materials: Include in Application for Payment amounts applied for materials or equipment purchased or fabricated and stored, but not yet installed. Differentiate between items stored onsite and items stored off-site.
1. Provide certificate of insurance, evidence of transfer of title to Owner, and consent of surety to payment for stored materials.
2. Provide supporting documentation that verifies amount requested, such as paid invoices.
Match amount requested with amounts indicated on documentation; do not include overhead and profit on stored materials.
3. Provide summary documentation for stored materials indicating the following:
a. Value of materials previously stored and remaining stored as of date of previous Applications for Payment.
b. Value of previously stored materials put in place after date of previous Application for Payment and on or before date of current Application for Payment. c. Value of materials stored since date of previous Application for Payment and remaining stored as of date of current Application for Payment.
F. Transmittal: Submit three signed and notarized original copies of each Application for Payment to Architect by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required.
1. Transmit each copy with a transmittal form listing attachments and recording appropriate information about application.
G. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the Contract and related to the Work covered by the payment, subcontractors, sub-subcontractors, and suppliers for construction period covered by the previous application.
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SECTION 01 29 00
PAYMENT PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
PAYMENT PROCEDURES
Section 01 29 00
1. Submit partial waivers on each item for amount requested in previous application, after deduction for retainage, on each item.
2. When an application shows completion of an item, submit conditional final or full waivers.
3. Owner reserves the right to designate which entities involved in the Work must submit waivers.
4. Submit final Application for Payment with or preceded by conditional final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien.
5. Waiver Forms: Submit executed waivers of lien on forms acceptable to Owner.
H. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following:
1. List of subcontractors.
2. Schedule of values.
3. Contractor's construction schedule (preliminary if not final).
4. Combined Contractor's construction schedule (preliminary if not final) incorporating Work of multiple contracts, with indication of acceptance of schedule by each Contractor.
5. Products list (preliminary if not final).
6. Sustainable design action plans, including preliminary project materials cost data.
7. Schedule of unit prices.
8. Submittal schedule (preliminary if not final).
9. List of Contractor's staff assignments.
10. List of Contractor's principal consultants.
11. Copies of building permits.
12. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work.
13. Initial progress report.
14. Report of preconstruction conference.
15. Certificates of insurance and insurance policies.
16. Performance and payment bonds.
17. Data needed to acquire Owner's insurance.
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PAYMENT PROCEDURES
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PAYMENT PROCEDURES
Section 01 29 00
I. Application for Payment at Substantial Completion: After Architect issues the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete.
1. Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. a. Complete administrative actions, submittals, and Work preceding this application, as described in Section 01 77 00 "Closeout Procedures."
2. This application shall reflect Certificate(s) of Substantial Completion issued previously for Owner occupancy of designated portions of the Work.
J. Final Payment Application: After completing Project closeout requirements, submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:
1. Evidence of completion of Project closeout requirements.
2. Certification of completion of final punch list items.
3. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.
4. Updated final statement, accounting for final changes to the Contract Sum.
5. AIA Document G706.
6. AIA Document G706A.
7. AIA Document G707.
8. Evidence that claims have been settled.
9. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work.
10. Final liquidated damages settlement statement.
11. Proof that taxes, fees, and similar obligations are paid.
12. Waivers and releases.
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PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 29 00
PAYMENT PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
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SECTION 01 31 00
PROJECT MANAGEMENT AND COORDINATION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
PROJECT MANAGEMENT AND
COORDINATION
Section 01 31 00
SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION
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 provisions for coordinating construction operations on Project, including, but not limited to, the following:
1. General coordination procedures.
2. Coordination drawings.
3. RFIs.
4. Digital project management procedures.
5. Web-based Project management software package.
6. Project meetings.
B. Related Requirements:
1. Section 01 32 00 "Construction Progress Documentation" for preparing and submitting Contractor's construction schedule.
2. Section 01 73 00 "Execution" for procedures for coordinating general installation and fieldengineering services, including establishment of benchmarks and control points.
3. Section 01 77 00 "Closeout Procedures" for coordinating closeout of the Contract.
1.3 DEFINITIONS
A. BIM: Building Information Modeling.
B. RFI: Request for Information. Request from Owner, Architect, or Contractor seeking information required by or clarifications of the Contract Documents.
1.4 INFORMATIONAL SUBMITTALS
A. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form:
1. Name, address, telephone number, and email address of entity performing subcontract or supplying products.
2. Number and title of related Specification Section(s) covered by subcontract.
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3. Drawing number and detail references, as appropriate, covered by subcontract.
B. Key Personnel Names: Within 15 days of starting construction operations, submit a list of key personnel assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses, cellular telephone numbers, and e-mail addresses. Provide names, addresses, and telephone numbers of individuals assigned as alternates in the absence of individuals assigned to Project.
1. Post copies of list in Project meeting room, in temporary field office, in web-based Project software directory. Keep list current at all times.
1.5 GENERAL COORDINATION PROCEDURES
A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations included in different Sections that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results, where installation of one part of the Work depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
B. Coordination of Multiple Contracts: Each contractor shall cooperate with Project coordinator, who shall coordinate its construction operations with those of other contractors and entities to ensure efficient and orderly installation of each part of the Work. Each contractor shall coordinate its own operations with operations included in different Sections that depend on each other for proper installation, connection, and operation.
1. Schedule construction operations in sequence required to obtain the best results, where installation of one part of the Work depends on installation of other components, before or after its own installation.
2. Coordinate installation of different components with other contractors to ensure maximum performance and accessibility for required maintenance, service, and repair.
3. Make adequate provisions to accommodate items scheduled for later installation.
C. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.
1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required.
D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:
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Section 01 31 00
1. Preparation of Contractor's construction schedule.
2. Preparation of the schedule of values.
3. Installation and removal of temporary facilities and controls.
4. Delivery and processing of submittals.
5. Progress meetings.
6. Preinstallation conferences.
7. Project closeout activities.
8. Startup and adjustment of systems.
1.6 COORDINATION DRAWINGS
A. Coordination Drawings, General: Prepare coordination drawings according to requirements in individual Sections, and additionally where installation is not completely indicated on Shop Drawings, where limited space availability necessitates coordination, or if coordination is required to facilitate integration of products and materials fabricated or installed by more than one entity.
1. Content: Project-specific information, drawn accurately to a scale large enough to indicate and resolve conflicts. Do not base coordination drawings on standard printed data. Include the following information, as applicable:
a. Use applicable Drawings as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components.
b. Coordinate the addition of trade-specific information to coordination drawings in a sequence that best provides for coordination of the information and resolution of conflicts between installed components before submitting for review. c. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.
d. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation. e. Show location and size of access doors required for access to concealed dampers, valves, and other controls.
f. Indicate required installation sequences.
g. Indicate dimensions shown on Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements.
Provide alternative sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract.
B. Coordination Drawing Organization: Organize coordination drawings as follows:
1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, plumbing, and electrical Work. Supplement plan drawings with section drawings where required to adequately represent the Work.
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2. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 01 33 00 "Submittal Procedures."
1.7 REQUEST FOR INFORMATION (RFI)
A. General: Immediately on discovery of the need for additional information, clarification, or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI in the form specified.
1. Architect will return without response those RFIs submitted to Architect by other entities controlled by Contractor.
2. Coordinate and submit RFIs in a prompt manner to avoid delays in Contractor's work or work of subcontractors.
B. Content of the RFI: Include a detailed, legible description of item needing information or interpretation and the following:
1. Project name.
2. Owner name.
3. Owner's Project number.
4. Name of Architect.
5. Architect's Project number.
6. Date.
7. Name of Contractor.
8. RFI number, numbered sequentially.
9. RFI subject.
10. Specification Section number and title and related paragraphs, as appropriate.
11. Drawing number and detail references, as appropriate.
12. Field dimensions and conditions, as appropriate.
13. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the RFI.
14. Contractor's signature.
15. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.
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a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.
C. RFI Forms: Software-generated form with substantially the same content as indicated above, acceptable to Architect.
1. Attachments shall be electronic files in PDF format.
D. Architect's Action: Architect will review each RFI, determine action required, and respond. Allow three days for Architect's response for each RFI. RFIs received by Architect after 1:00 p.m. will be considered as received the following working day.
1. The following Contractor-generated RFIs will be returned without action:
a. Requests for approval of submittals.
b. Requests for approval of substitutions.
c. Requests for approval of Contractor's means and methods. d. Requests for coordination information already indicated in the Contract Documents. e. Requests for adjustments in the Contract Time or the Contract Sum. f. Requests for interpretation of Architect's actions on submittals. g. Incomplete RFIs or inaccurately prepared RFIs.
2. Architect's action may include a request for additional information, in which case Architect's time for response will date from time of receipt by Architect of additional information.
3. Architect's action on RFIs that may result in a change to the Contract Time or the Contract Sum may be eligible for Contractor to submit Change Proposal according to Section 01 26 00 "Contract Modification Procedures."
a. If Contractor believes the RFI response warrants change in the Contract Time or the Contract Sum, notify Architect in writing within 3 days of receipt of the RFI response.
E. RFI Log: Prepare, maintain, and submit a tabular log of RFIs organized by the RFI number. Submit log weekly. Use software log that is part of web-based Project management software. Include the following:
1. Project name.
2. Name and address of Contractor.
3. Name and address of Architect.
4. RFI number, including RFIs that were returned without action or withdrawn.
5. RFI description.
6. Date the RFI was submitted.
7. Date Architect's response was received.
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PROJECT MANAGEMENT AND
COORDINATION
Section 01 31 00
8. Identification of related Minor Change in the Work, Construction Change Directive, and Proposal Request, as appropriate.
9. Identification of related Field Order, Work Change Directive, and Proposal Request, as appropriate.
F. On receipt of Architect's action, update the RFI log and immediately distribute the RFI response to affected parties. Review response and notify Architect within three days if Contractor disagrees with response.
1.8 DIGITAL PROJECT MANAGEMENT PROCEDURES
A. Use of Architect's Digital Data Files: Digital data files of Architect's CAD drawings will be provided by Architect for Contractor's use during construction.
1. Digital data files may be used by Contractor in preparing coordination drawings, Shop Drawings, and Project Record Drawings.
2. Architect makes no representations as to the accuracy or completeness of digital data files as they relate to Contract Drawings.
3. Digital Drawing Software Program: Contract Drawings are available in PDF or DWG.
1.9 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site unless otherwise indicated.
1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Architect of scheduled meeting dates and times a minimum of seven days prior to meeting.
2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees.
3. Minutes: Entity responsible for conducting meeting will record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Architect, within three days of the meeting.
B. Preconstruction Conference: Architect will schedule and conduct Schedule and conduct a preconstruction conference before starting construction, at a time convenient to Owner and Architect, but no later than 7 days after execution of the Agreement.
1. Attendees: Authorized representatives of Owner, Architect, and their consultants; Contractor and its superintendent; major subcontractors; suppliers; and other concerned parties shall attend the conference. Participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work.
2. Agenda: Discuss items of significance that could affect progress, including the following:
a. Responsibilities and personnel assignments.
b. Tentative construction schedule.
c. Phasing.
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PROJECT MANAGEMENT AND
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Section 01 31 00
d. Critical work sequencing and long lead items.
e. Designation of key personnel and their duties.
f. Lines of communications.
g. Use of web-based Project software.
h. Procedures for processing field decisions and Change Orders. i. Procedures for RFIs.
j. Procedures for testing and inspecting.
k. Procedures for processing Applications for Payment.
l. Distribution of the Contract Documents.
m. Submittal procedures.
n. Preparation of Record Documents.
o. Use of the premises and existing building.
p. Work restrictions.
q. Working hours.
r. Owner's occupancy requirements.
s. Responsibility for temporary facilities and controls. t. Procedures for moisture and mold control.
u. Procedures for disruptions and shutdowns.
v. Construction waste management and recycling.
w. Parking availability.
x. Office, work, and storage areas.
y. Equipment deliveries and priorities.
z. First aid.
aa. Security.
bb. Progress cleaning.
3. Minutes: Entity responsible for conducting meeting will record and distribute meeting minutes.
C. Preinstallation Conferences: Conduct a preinstallation conference at Project site before each construction activity when required by other Sections and when required for coordination with other construction.
1. Attendees: Installer and representatives of manufacturers and fabricators involved in or affected by the installation and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise Architect of scheduled meeting dates.
2. Agenda: Review progress of other construction activities and preparations for the particular activity under consideration, including requirements for the following:
a. Contract Documents.
b. Options.
c. Related RFIs.
d. Related Change Orders.
e. Purchases.
f. Deliveries.
g. Submittals.
h. Review of mockups.
i. Possible conflicts.
j. Compatibility requirements.
k. Time schedules.
l. Weather limitations.
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m. Manufacturer's written instructions.
n. Warranty requirements.
o. Compatibility of materials.
p. Acceptability of substrates.
q. Temporary facilities and controls.
r. Testing and inspecting requirements.
s. Installation procedures.
t. Coordination with other work.
u. Required performance results.
v. Protection of adjacent work.
w. Protection of construction and personnel.
3. Record significant conference discussions, agreements, and disagreements, including required corrective measures and actions.
4. Reporting: Distribute minutes of the meeting to each party present and to other parties requiring information.
5. Do not proceed with installation if the conference cannot be successfully concluded.
Initiate whatever actions are necessary to resolve impediments to performance of the Work and reconvene the conference at earliest feasible date.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 32 00
CONSTRUCTION PROGRESS DOCUMENTATION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CONSTRUCTION PROGRESS
DOCUMENTATION
Section 01 32 00
SECTION 01 32 00 - CONSTRUCTION PROGRESS DOCUMENTATION
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 documenting the progress of construction during performance of the Work, including the following:
1. Startup construction schedule.
2. Contractor's Construction Schedule.
3. Construction schedule updating reports.
4. Daily construction reports.
5. Material location reports.
6. Site condition reports.
7. Unusual event reports.
B. Related Requirements:
1. Section 01 40 00 "Quality Requirements" for schedule of tests and inspections.
2. Section 01 29 00 "Payment Procedures" for schedule of values and requirements for use of cost-loaded schedule for Applications for Payment.
1.3 DEFINITIONS
A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction Project. Activities included in a construction schedule consume time and resources.
1. Critical Activity: An activity on the critical path that must start and finish on the planned early start and finish times.
2. Predecessor Activity: An activity that precedes another activity in the network.
3. Successor Activity: An activity that follows another activity in the network.
B. Cost Loading: The allocation of the schedule of values for completing an activity as scheduled. The sum of costs for all activities must equal the total Contract Sum.
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C. CPM: Critical path method, which is a method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine the critical path of Project and when activities can be performed.
D. Critical Path: The longest connected chain of interdependent activities through the network schedule that establishes the minimum overall Project duration and contains no float.
E. Event: The starting or ending point of an activity.
F. Float: The measure of leeway in starting and completing an activity.
1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date.
2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.
3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.
G. Resource Loading: The allocation of manpower and equipment necessary for completing an activity as scheduled.
1.4 INFORMATIONAL SUBMITTALS
A. Format for Submittals: Submit required submittals in the following format:
1. Working electronic copy of schedule file.
2. PDF file.
B. Startup construction schedule.
1. Submittal of cost-loaded startup construction schedule will not constitute approval of schedule of values for cost-loaded activities.
C. Contractor's Construction Schedule: Initial schedule, of size required to display entire schedule for entire construction period.
1. Submit a working digital copy of schedule, using software indicated, and labeled to comply with requirements for submittals.
D. CPM Reports: Concurrent with CPM schedule, submit each of the following reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late start date, late finish date, and total float in calendar days.
1. Activity Report: List of activities sorted by activity number and then early start date, or actual start date if known.
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Section 01 32 00
2. Logic Report: List of preceding and succeeding activities for each activity, sorted in ascending order by activity number and then by early start date, or actual start date if known.
3. Total Float Report: List of activities sorted in ascending order of total float.
4. Earnings Report: Compilation of Contractor's total earnings from commencement of the Work until most recent Application for Payment.
E. Construction Schedule Updating Reports: Submit with Applications for Payment.
F. Daily Construction Reports: Submit at weekly intervals.
G. Material Location Reports: Submit at weekly intervals.
H. Site Condition Reports: Submit at time of discovery of differing conditions.
I. Unusual Event Reports: Submit at time of unusual event.
J. Qualification Data: For scheduling consultant.
1.5 QUALITY ASSURANCE
A. Scheduling Consultant Qualifications: An experienced specialist in CPM scheduling and reporting, with capability of producing CPM reports and diagrams within 24 hours of Architect's request.
1.6 COORDINATION
A. Coordinate Contractor's Construction Schedule with the schedule of values, list of subcontracts, submittal schedule, progress reports, payment requests, and other required schedules and reports.
1. Secure time commitments for performing critical elements of the Work from entities involved.
2. Coordinate each construction activity in the network with other activities, and schedule them in proper sequence.
1.7 CONTRACTOR'S CONSTRUCTION SCHEDULE
A. Computer Scheduling Software: Prepare schedules using current version of a program that has been developed specifically to manage construction schedules.
1. Use Microsoft Project for current Windows operating system.
2. In-House Option: Owner may waive requirement to retain a consultant if Contractor employs skilled personnel with experience in CPM scheduling and reporting techniques.
Submit qualifications.
3. Meetings: Scheduling consultant shall attend all meetings related to Project progress, alleged delays, and time impact.
B. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Final Completion.
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Section 01 32 00
1. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.
C. Activities: Treat each floor or separate area as a separate numbered activity for each main element of the Work. Comply with the following:
1. Activity Duration: Define activities so no activity is longer than 10 days, unless specifically allowed by Architect.
2. Temporary Facilities: Indicate start and completion dates for the following as applicable:
a. Securing of approvals and permits required for performance of the Work. b. Temporary facilities.
c. Construction of mock-ups, prototypes and samples.
d. Owner interfaces and furnishing of items.
e. Interfaces with Separate Contracts.
f. Regulatory agency approvals.
g. Punch list.
3. Submittal Review Time: Include review and resubmittal times indicated in Section 01 33 00 "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with submittal schedule.
4. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Architect's administrative procedures necessary for certification of Substantial Completion.
5. Punch List and Final Completion: Include not more than 10 days for completion of punch list items and Final Completion.
D. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.
1. Work Stages: Indicate important stages of construction for each major portion of the Work, including, but not limited to, the following:
a. Subcontract awards.
b. Submittals.
c. Purchases.
d. Sample testing.
e. Deliveries.
f. Installation.
g. Tests and inspections.
h. Adjusting.
i. Curing.
2. Construction Areas: Identify each major area of construction for each major portion of the Work. Indicate where each construction activity within a major area must be sequenced or integrated with other construction activities to provide for the following:
a. Structural completion.
b. Temporary enclosure
c. Permanent space enclosure.
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Section 01 32 00
d. Substantial Completion.
E. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.
F. Cost Correlation: Superimpose a cost correlation timeline, indicating planned and actual costs. On the line, show planned and actual dollar volume of the Work performed as of planned and actual dates used for preparation of payment requests.
1. See Section 01 29 00 "Payment Procedures" for cost reporting and payment procedures.
G. Upcoming Work Summary: Prepare summary report indicating activities scheduled to occur or commence prior to submittal of next schedule update. Summarize the following issues:
1. Unresolved issues.
2. Unanswered Requests for Information.
3. Rejected or unreturned submittals.
4. Notations on returned submittals.
5. Pending modifications affecting the Work and the Contract Time.
H. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting.
1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting.
2. Include a report with updated schedule that indicates every change, including, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations.
3. As the Work progresses, indicate Final Completion percentage for each activity.
I. Recovery Schedule: When periodic update indicates the Work is 7 or more calendar days behind the current approved schedule, submit a separate recovery schedule indicating means by which Contractor intends to regain compliance with the schedule. Indicate changes to working hours, working days, crew sizes, equipment required to achieve compliance, and date by which recovery will be accomplished.
J. Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.
1. Post copies in Project meeting rooms and temporary field offices.
2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.
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SECTION 01 32 00
CONSTRUCTION PROGRESS DOCUMENTATION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CONSTRUCTION PROGRESS
DOCUMENTATION
Section 01 32 00
1.8 STARTUP CONSTRUCTION SCHEDULE
A. Gantt-Chart Schedule: Submit startup, horizontal, Gantt-chart-type construction schedule within seven days of date established for the Notice to Proceed.
B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for first 21 days of construction. Include skeleton diagram for the remainder of the Work and a cash requirement prediction based on indicated activities.
1.9 REPORTS
A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site:
1. List of subcontractors at Project site.
2. List of separate contractors at Project site.
3. Approximate count of personnel at Project site.
4. Equipment at Project site.
5. Material deliveries.
6. High and low temperatures and general weather conditions, including presence of rain or snow.
7. Testing and inspection.
8. Accidents.
9. Meetings and significant decisions.
10. Unusual events.
11. Stoppages, delays, shortages, and losses.
12. Emergency procedures.
13. Orders and requests of authorities having jurisdiction.
14. Change Orders received and implemented.
15. Construction Change Directives received and implemented.
16. Substantial Completions authorized.
B. Material Location Reports: At monthly intervals, prepare and submit a comprehensive list of materials delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for materials or items of equipment fabricated or stored away from Project site.
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SECTION 01 32 00
CONSTRUCTION PROGRESS DOCUMENTATION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CONSTRUCTION PROGRESS
DOCUMENTATION
Section 01 32 00
Indicate the following categories for stored materials:
1. Material stored prior to previous report and remaining in storage.
C. Site Condition Reports: Immediately on discovery of a difference between site conditions and the Contract Documents, prepare and submit a detailed report. Submit with a Request for Information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents.
D. Unusual Event Reports: When an event of an unusual and significant nature occurs at Project site, whether or not related directly to the Work, prepare and submit a special report. List chain of events, persons participating, responses by Contractor's personnel, evaluation of results or effects, and similar pertinent information. Advise Owner in advance when these events are known or predictable.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 32 00
CONSTRUCTION PROGRESS DOCUMENTATION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CONSTRUCTION PROGRESS
DOCUMENTATION
Section 01 32 00
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SECTION 01 32 33
PHOTOGRAPHIC DOCUMENTATION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
PHOTOGRAPHIC DOCUMENTATION
Section 01 32 23
SECTION 01 32 33 - PHOTOGRAPHIC DOCUMENTATION
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 the following:
1. Preconstruction photographs.
2. Concealed Work photographs.
3. Periodic construction photographs.
4. Final Completion construction photographs.
5. Preconstruction video recordings.
6. Periodic construction video recordings.
7. Construction webcam.
B. Related Requirements:
1. Section 01 77 00 "Closeout Procedures" for submitting photographic documentation as Project Record Documents at Project closeout.
1.3 INFORMATIONAL SUBMITTALS
A. Digital Photographs: Submit image files within three days of taking photographs.
1. Submit photos by uploading to web-based Project management software site B. Printed Photographs: Submit [two] <Insert number> sets of prints of each photographic view within [seven] <Insert number> days of taking photographs.
1. Format: 8-by-10-inch (203-by-254-mm) smooth-surface matte prints on single-weight, paper; enclosed back to back in clear plastic sleeves punched for three-ring binder. Include copy of key plan indicating each photograph's location and direction. Provide one binder for each set of prints.
1.4 CONSTRUCTION PHOTOGRAPHS
A. Preconstruction Photographs: Before commencement of the Work, take photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points, as directed by Architect.
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SECTION 01 32 33
PHOTOGRAPHIC DOCUMENTATION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
PHOTOGRAPHIC DOCUMENTATION
Section 01 32 23
B. Periodic Construction Photographs: Take 20 photographs weekly. Select vantage points to show status of construction and progress since last photographs were taken.
C. Final Completion Construction Photographs: Take 20 photographs after date of Substantial Completion for submission as Project Record Documents.
D. Additional Photographs: Architect or Owner may request photographs in addition to periodic photographs specified.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 33 00
SUBMITTALS PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUBMITTAL PROCEDURES
Section 01 33 00
SECTION 01 33 00 - SUBMITTAL PROCEDURES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Submittal schedule requirements.
2. Administrative and procedural requirements for submittals.
B. Related Requirements:
1. Section 01 29 00 "Payment Procedures" for submitting Applications for Payment and the schedule of values.
2. Section 01 32 00 "Construction Progress Documentation" for submitting schedules and reports, including Contractor's construction schedule.
3. Section 01 32 33 "Photographic Documentation" for submitting preconstruction photographs, periodic construction photographs, and Final Completion construction photographs.
4. Section 01 40 00 "Quality Requirements" for submitting test and inspection reports, and schedule of tests and inspections.
5. Section 01 77 00 "Closeout Procedures" for submitting closeout submittals and maintenance material submittals.
6. Section 01 78 39 "Project Record Documents" for submitting record Drawings, record Specifications, and record Product Data.
1.2 DEFINITIONS
A. Action Submittals: Written and graphic information and physical samples that require Architect's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."
B. Informational Submittals: Written and graphic information and physical samples that do not require Architect's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."
1.3 SUBMITTAL FORMATS
A. Submittal Information: Include the following information in each submittal:
1. Project name.
2. Date.
3. Name of Architect.
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SECTION 01 33 00
SUBMITTALS PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUBMITTAL PROCEDURES
Section 01 33 00
4. Name of Contractor.
5. Name of firm or entity that prepared submittal.
6. Names of subcontractor, manufacturer, and supplier.
7. Unique submittal number, including revision identifier. Include Specification Section number with sequential alphanumeric identifier and alphanumeric suffix for resubmittals.
8. Category and type of submittal.
9. Submittal purpose and description.
10. Number and title of Specification Section, with paragraph number and generic name for each of multiple items.
11. Drawing number and detail references, as appropriate.
12. Indication of full or partial submittal.
13. Location(s) where product is to be installed, as appropriate.
14. Other necessary identification.
15. Remarks.
16. Signature of transmitter.
B. Options: Identify options requiring selection by Architect.
C. Deviations and Additional Information: On each submittal, clearly indicate deviations from requirements in the Contract Documents, including minor variations and limitations; include relevant additional information and revisions, other than those requested by Architect on previous submittals. Indicate by highlighting on each submittal or noting on attached separate sheet.
D. Electronic Submittals: Prepare submittals as PDF package, incorporating complete information into each PDF file. Name PDF file with submittal number.
E. Submittals Utilizing Web-Based Project Software: Prepare submittals as PDF files or other format indicated by Project management software.
1.4 SUBMITTAL PROCEDURES
A. Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.
1. Email: Prepare submittals as PDF package and transmit to Architect by sending via email.
Include PDF transmittal form. Include information in email subject line as requested by Architect.
a. Architect will return annotated file. Annotate and retain one copy of file as a digital Project Record Document file.
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SUBMITTALS PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUBMITTAL PROCEDURES
Section 01 33 00
2. Web-Based Project Management Software: Prepare submittals in PDF form, and upload to web-based Project management software website. Enter required data in web-based software site to fully identify submittal.
B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.
3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.
1. Initial Review: Allow 5 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.
3. Resubmittal Review: Allow 5 days for review of each resubmittal.
4. Sequential Review: Where sequential review of submittals by Architect's consultants, Owner, or other parties is indicated, allow 3 days for initial review of each submittal.
D. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
1. Note date and content of previous submittal.
2. Note date and content of revision in label or title block, and clearly indicate extent of revision.
3. Resubmit submittals until they are marked with approval notation from Architect's action stamp.
E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.
F. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect’s action stamp.
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SUBMITTALS PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUBMITTAL PROCEDURES
Section 01 33 00
1.5 SUBMITTAL REQUIREMENTS
A. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.
1. If information must be specially prepared for submittal because standard published data are unsuitable for use, submit as Shop Drawings, not as Product Data.
2. Mark each copy of each submittal to show which products and options are applicable.
3. Include the following information, as applicable:
a. Manufacturer's catalog cuts.
b. Manufacturer's product specifications.
c. Standard color charts.
d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency.
f. Application of testing agency labels and seals.
g. Notation of coordination requirements.
h. Availability and delivery time information.
4. Submit Product Data before Shop Drawings, and before or concurrently with Samples.
B. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data unless submittal based on Architect's digital data drawing files is otherwise permitted.
1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:
a. Identification of products.
b. Schedules.
c. Compliance with specified standards.
d. Notation of coordination requirements.
e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified.
C. Samples: Submit Samples for review of type, color, pattern, and texture for a check of these characteristics with other materials.
1. Transmit Samples that contain multiple, related components, such as accessories together in one submittal package.
2. Identification: Permanently attach label on unexposed side of Samples that includes the following:
a. Project name and submittal number.
b. Generic description of Sample.
c. Product name and name of manufacturer.
d. Sample source.
e. Number and title of applicable Specification Section.
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SUBMITTALS PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUBMITTAL PROCEDURES
Section 01 33 00
f. Specification paragraph number and generic name of each item.
3. Email Transmittal: Provide PDF transmittal. Include digital image file illustrating Sample characteristics and identification information for record.
4. Web-Based Project Management Software: Prepare submittals in PDF form, and upload to web-based Project software website. Enter required data in web-based software site to fully identify submittal.
5. Paper Transmittal: Include paper transmittal, including complete submittal information indicated.
6. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set. a. Samples that may be incorporated into the Work are indicated in individual Specification Sections. Such Samples must be in an undamaged condition at time of use.
b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.
7. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units, showing the full range of colors, textures, and patterns available. a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Architect will return submittal with options selected.
8. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following:
partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.
D. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:
1. Type of product. Include unique identifier for each product indicated in the Contract Documents or assigned by Contractor if none is indicated.
2. Manufacturer and product name, and model number if applicable.
3. Number and name of room or space.
4. Location within room or space.
E. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of architects and owners, and other information specified.
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SUBMITTALS PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUBMITTAL PROCEDURES
Section 01 33 00
F. Design Data: Prepare and submit written and graphic information indicating compliance with indicated performance and design criteria in individual Specification Sections. Include list of assumptions and summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Number each page of submittal.
G. Certificates:
1. Certificates and Certifications Submittals: Submit a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.
Provide a notarized signature where indicated.
2. Installer Certificates: Submit written statements on manufacturer's letterhead, certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.
3. Manufacturer Certificates: Submit written statements on manufacturer's letterhead, certifying that manufacturer complies with requirements in the Contract Documents.
Include evidence of manufacturing experience where required.
4. Material Certificates: Submit written statements on manufacturer's letterhead, certifying that material complies with requirements in the Contract Documents.
5. Product Certificates: Submit written statements on manufacturer's letterhead, certifying that product complies with requirements in the Contract Documents.
6. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements in the Contract Documents. Submit record of AWS B2.1/B2.1M on AWS forms. Include names of firms and personnel certified.
H. Test and Research Reports:
1. Compatibility Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for substrate preparation and primers required.
2. Field Test Reports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.
3. Material Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.
4. Preconstruction Test Reports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.
5. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on Redlands Regular Meeting of 05-06-2025 976 of 1455
SECTION 01 33 00
SUBMITTALS PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUBMITTAL PROCEDURES
Section 01 33 00
evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.
6. Research Reports: Submit written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:
a. Name of evaluation organization.
b. Date of evaluation.
c. Time period when report is in effect.
d. Product and manufacturers' names.
e. Description of product.
f. Test procedures and results.
g. Limitations of use.
1.6 DELEGATED DESIGN SERVICES
A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.
1. If criteria indicated are insufficient to perform services or certification required, submit a written request for additional information to Architect.
B. Delegated Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit [digitally signed PDF file] [and] [three] <Insert number> paper copies of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.
1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services.
1.7 CONTRACTOR'S REVIEW
A. Action Submittals and Informational Submittals: Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Architect.
1.8 ARCHITECT’S REVIEW
A. Action Submittals: Architect will review each submittal, indicate corrections or revisions required, and return.
1. PDF Submittals: Architect will indicate, via markup on each submittal, the appropriate action.
2. Paper Submittals: Architect will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action.
3. Submittals by Web-Based Project Management Software: Architect will indicate, on Project management software website, the appropriate action.
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SECTION 01 33 00
SUBMITTALS PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SUBMITTAL PROCEDURES
Section 01 33 00
B. Informational Submittals: Architect will review each submittal and will not return it or will return it if it does not comply with requirements. Architect will forward each submittal to appropriate party.
C. Partial submittals prepared for a portion of the Work will be reviewed when use of partial submittals has received prior approval from Architect.
D. Incomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review.
E. Submittals not required by the Contract Documents will be returned by Architect without action.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 40 00
QUALITY REQUIREMENTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
QUALITY REQUIREMENTS
Section 01 40 00
SECTION 01 40 00 - QUALITY REQUIREMENTS
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 quality assurance and quality control.
B. Testing and inspection services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements.
1. Specific quality-assurance and quality-control requirements for individual work results are specified in their respective Specification Sections. Requirements in individual Sections may also cover production of standard products.
2. Specified tests, inspections, and related actions do not limit Contractor's other qualityassurance and quality-control procedures that facilitate compliance with the Contract Document requirements.
3. Requirements for Contractor to provide quality-assurance and quality-control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section.
C. Related Requirements:
1. Section 01 21 00 "Allowances" for testing and inspection allowances.
1.3 DEFINITIONS
A. Experienced: When used with an entity or individual, "experienced," unless otherwise further described, means having successfully completed a minimum of [five] <Insert number> previous projects similar in nature, size, and extent to this Project; being familiar with special requirements indicated; and having complied with requirements of authorities having jurisdiction.
B. Field Quality-Control Tests and Inspections: Tests and inspections that are performed on-site for installation of the Work and for completed Work.
C. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, subcontractor, or sub-subcontractor, to perform a particular construction operation, including installation, erection, application, assembly, and similar operations.
1. Use of trade-specific terminology in referring to a Work result does not require that certain construction activities specified apply exclusively to specific trade(s).
D. Mockups: Physical assemblies of portions of the Work constructed to establish the standard by which the Work will be judged. Mockups are not Samples.
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QUALITY REQUIREMENTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
QUALITY REQUIREMENTS
Section 01 40 00
1. Mockups are used for one or more of the following:
a. Verify selections made under Sample submittals.
b. Demonstrate aesthetic effects.
c. Demonstrate the qualities of products and workmanship. d. Demonstrate successful installation of interfaces between components and systems. e. Perform preconstruction testing to determine system performance.
2. Product Mockups: Mockups that may include multiple products, materials, or systems specified in a single Section.
3. In-Place Mockups: Mockups constructed on-site in their actual final location as part of permanent construction.
E. Preconstruction Testing: Tests and inspections performed specifically for Project before products and materials are incorporated into the Work, to verify performance or compliance with specified criteria. Unless otherwise indicated, copies of reports of tests or inspections performed for other than the Project do not meet this definition.
F. Product Tests: Tests and inspections that are performed by a nationally recognized testing laboratory (NRTL) according to 29 CFR 1910.7, by a testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program (NVLAP), or by a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with specified requirements.
G. Source Quality-Control Tests and Inspections: Tests and inspections that are performed at the source (e.g., plant, mill, factory, or shop).
H. Testing Agency: An entity engaged to perform specific tests, inspections, or both. The term "testing laboratory" has the same meaning as the term "testing agency." I. Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work, to guard against defects and deficiencies and substantiate that proposed construction will comply with requirements.
J. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work, to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Contractor's quality-control services do not include contract administration activities performed by Architect[ or Construction Manager].
1.4 DELEGATED DESIGN SERVICES
A. Performance and Design Criteria: Where professional design services or certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.
1. If criteria indicated are not sufficient to perform services or certification required, submit a written request for additional information to Architect.
B. Delegated Design Services Statement: Submit a statement signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in Redlands Regular Meeting of 05-06-2025 980 of 1455
SECTION 01 40 00
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CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
QUALITY REQUIREMENTS
Section 01 40 00
compliance with performance and design criteria indicated. Include list of codes, loads, and other factors used in performing these services.
1.5 CONFLICTING REQUIREMENTS
A. Conflicting Standards and Other Requirements: If compliance with two or more standards or requirements is specified and the standards or requirements establish different or conflicting requirements for minimum quantities or quality levels, inform the Architect regarding the conflict and obtain clarification prior to proceeding with the Work. Refer conflicting requirements that are different, but apparently equal, to Architect for clarification before proceeding.
B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified is the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding.
1.6 ACTION SUBMITTALS
A. Mockup Shop Drawings:
1. Include plans, sections, elevations, and details, indicating materials and size of mockup construction.
2. Indicate manufacturer and model number of individual components.
3. Provide axonometric drawings for conditions difficult to illustrate in two dimensions.
1.7 INFORMATIONAL SUBMITTALS
A. Contractor's Quality-Control Plan: For quality-assurance and quality-control activities and responsibilities.
B. Qualification Data: For Contractor's quality-control personnel.
C. Contractor's Statement of Responsibility: When required by authorities having jurisdiction, submit copy of written statement of responsibility submitted to authorities having jurisdiction before starting work on the following systems:
1. Seismic-force-resisting system, designated seismic system, or component listed in the Statement of Special Inspections.
2. Primary wind-force-resisting system or a wind-resisting component listed in the Statement of Special Inspections.
D. Testing Agency Qualifications: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority.
E. Schedule of Tests and Inspections: Prepare in tabular form and include the following:
1. Specification Section number and title.
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QUALITY REQUIREMENTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
QUALITY REQUIREMENTS
Section 01 40 00
2. Entity responsible for performing tests and inspections.
3. Description of test and inspection.
4. Identification of applicable standards.
5. Identification of test and inspection methods.
6. Number of tests and inspections required.
7. Time schedule or time span for tests and inspections.
8. Requirements for obtaining samples.
9. Unique characteristics of each quality-control service.
F. Reports: Prepare and submit certified written reports and documents as specified.
G. Permits, Licenses, and Certificates: For Owner's record, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents established for compliance with standards and regulations bearing on performance of the Work.
1.8 CONTRACTOR'S QUALITY-CONTROL PLAN
A. Quality-Control Plan, General: Submit quality-control plan within 10 days of Notice of Award and not less than five days prior to preconstruction conference. Submit in format acceptable to Architect. Identify personnel, procedures, controls, instructions, tests, records, and forms to be used to carry out Contractor's quality-assurance and quality-control responsibilities and to coordinate Owner's quality-assurance and quality-control activities. Coordinate with Contractor's Construction Schedule.
B. Quality-Control Personnel Qualifications: Engage qualified personnel trained and experienced in managing and executing quality-assurance and quality-control procedures similar in nature and extent to those required for Project.
C. Submittal Procedure: Describe procedures for ensuring compliance with requirements through review and management of submittal process. Indicate qualifications of personnel responsible for submittal review.
D. Testing and Inspection: In quality-control plan, include a comprehensive schedule of Work requiring testing or inspection, including the following:
1. Contractor-performed tests and inspections, including subcontractor-performed tests and inspections. Include required tests and inspections and Contractor-elected tests and inspections. Distinguish source quality-control tests and inspections from field qualitycontrol tests and inspections.
2. Special inspections required by authorities having jurisdiction and indicated on the Statement of Special Inspections.
3. Owner-performed tests and inspections indicated in the Contract Documents.
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E. Continuous Inspection of Workmanship: Describe process for continuous inspection during construction to identify and correct deficiencies in workmanship in addition to testing and inspection specified. Indicate types of corrective actions to be required to bring the Work into compliance with standards of workmanship established by Contract requirements and approved mockups.
F. Monitoring and Documentation: Maintain testing and inspection reports, including log of approved and rejected results. Include Work Architect has indicated as nonconforming or defective. Indicate corrective actions taken to bring nonconforming Work into compliance with requirements. Comply with requirements of authorities having jurisdiction.
1.9 REPORTS AND DOCUMENTS
A. Test and Inspection Reports: Prepare and submit certified written reports specified in other Sections. Include the following:
1. Date of issue.
2. Project title and number.
3. Name, address, telephone number, and email address of testing agency.
4. Dates and locations of samples and tests or inspections.
5. Names of individuals making tests and inspections.
6. Description of the Work and test and inspection method.
7. Identification of product and Specification Section.
8. Complete test or inspection data.
9. Test and inspection results and an interpretation of test results.
10. Record of temperature and weather conditions at time of sample-taking and testing and inspection.
11. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements.
12. Name and signature of laboratory inspector.
13. Recommendations on retesting and reinspecting.
B. Manufacturer's Technical Representative's Field Reports: Prepare written information documenting manufacturer's technical representative's tests and inspections specified in other Sections. Include the following:
1. Name, address, telephone number, and email address of technical representative making report.
2. Statement on condition of substrates and their acceptability for installation of product.
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3. Statement that products at Project site comply with requirements.
4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken.
5. Results of operational and other tests and a statement of whether observed performance complies with requirements.
6. Statement of whether conditions, products, and installation will affect warranty.
7. Other required items indicated in individual Specification Sections.
C. Factory-Authorized Service Representative's Reports: Prepare written information documenting manufacturer's factory-authorized service representative's tests and inspections specified in other Sections. Include the following:
1. Name, address, telephone number, and email address of factory-authorized service representative making report.
2. Statement that equipment complies with requirements.
3. Results of operational and other tests and a statement of whether observed performance complies with requirements.
4. Statement of whether conditions, products, and installation will affect warranty.
5. Other required items indicated in individual Specification Sections.
1.10 QUALITY ASSURANCE
A. Qualifications paragraphs in this article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.
B. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. As applicable, procure products from manufacturers able to meet qualification requirements, warranty requirements, and technical or factory-authorized service representative requirements.
C. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units.
D. Installer Qualifications: A firm or individual experienced in installing, erecting, applying, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance.
E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product that is similar in material, design, and extent to those indicated for this Project.
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F. Specialists: Certain Specification Sections require that specific construction activities be performed by entities who are recognized experts in those operations. Specialists will satisfy qualification requirements indicated and engage in the activities indicated.
1. Requirements of authorities having jurisdiction supersede requirements for specialists.
G. Testing and Inspecting Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspection indicated, as documented in accordance with ASTM E329, and with additional qualifications specified in individual Sections; and, where required by authorities having jurisdiction, that is acceptable to authorities.
H. Manufacturer's Technical Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to observe and inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.
I. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect, demonstrate, repair, and perform service on installations of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.
J. Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following Contractor's responsibilities, including the following:
1. Provide test specimens representative of proposed products and construction.
2. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work.
3. Provide sizes and configurations of test assemblies, mockups, and laboratory mockups to adequately demonstrate capability of products to comply with performance requirements.
4. Build site-assembled test assemblies and mockups, using installers who will perform same tasks for Project.
5. When testing is complete, remove test specimens and test assemblies, and mockups; do not reuse products on Project.
6. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to Architect with copy to Contractor. Interpret tests and inspections, and state in each report whether tested and inspected Work complies with or deviates from the Contract Documents.
K. Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work:
1. Build mockups of size indicated.
2. Build mockups in location indicated or, if not indicated, as directed by Architect .
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3. Notify Architect[ seven days in advance of dates and times when mockups will be constructed.
4. Employ supervisory personnel who will oversee mockup construction. Employ workers who will be employed to perform same tasks during the construction at Project.
5. Demonstrate the proposed range of aesthetic effects and workmanship.
6. Obtain Architect's approval of mockups before starting corresponding Work, fabrication, or construction.
7. Promptly correct unsatisfactory conditions noted by Architect's preliminary review, to the satisfaction of the Architect, before completion of final mockup.
8. Approval of mockups by the Architect does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing.
9. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work.
10. Demolish and remove mockups when directed unless otherwise indicated.
1.11 QUALITY CONTROL
A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services.
1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspection they are engaged to perform.
2. Payment for these services will be made from testing and inspection allowances specified in Section 01 21 00 "Allowances," as authorized by Change Orders.
3. Costs for retesting and reinspecting construction that replaces or is necessitated by Work that failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order.
B. Contractor Responsibilities: Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Perform additional quality-control activities, whether specified or not, to verify and document that the Work complies with requirements.
1. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether specified or not.
2. Engage a qualified testing agency to perform quality-control services. a. Contractor will not employ same entity engaged by Owner, unless agreed to in writing by Owner.
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3. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspection will be performed.
4. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.
5. Testing and inspection requested by Contractor and not required by the Contract Documents are Contractor's responsibility.
6. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.
C. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents.
D. Testing Agency Responsibilities: Cooperate with Architect and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.
1. Notify Architect and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.
2. Determine the locations from which test samples will be taken and in which in-situ tests are conducted.
3. Conduct and interpret tests and inspections, and state in each report whether tested and inspected Work complies with or deviates from requirements.
4. Submit a certified written report, in duplicate, of each test, inspection, and similar qualitycontrol service through Contractor.
5. Do not release, revoke, alter, or increase the Contract Document requirements or approve or accept any portion of the Work.
6. Do not perform duties of Contractor.
E. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing as specified in Section 01 33 00 "Submittal Procedures."
F. Manufacturer's Technical Services: Where indicated, engage a manufacturer's technical representative to observe and inspect the Work. Manufacturer's technical representative's services include participation in preinstallation conferences, examination of substrates and conditions, verification of materials, observation of Installer activities, inspection of completed portions of the Work, and submittal of written reports.
G. Contractor's Associated Requirements and Services: Cooperate with agencies and representatives performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following:
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1. Access to the Work.
2. Incidental labor and facilities necessary to facilitate tests and inspections.
3. Adequate quantities of representative samples of materials that require testing and inspection. Assist agency in obtaining samples.
4. Facilities for storage and field curing of test samples.
5. Delivery of samples to testing agencies.
6. Preliminary design mix proposed for use for material mixes that require control by testing agency.
7. Security and protection for samples and for testing and inspection equipment at Project site.
H. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspection.
1. Schedule times for tests, inspections, obtaining samples, and similar activities.
I. Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar qualitycontrol services required by the Contract Documents. Coordinate and submit concurrently with Contractor's Construction Schedule. Update and submit with each Application for Payment.
1. Schedule Contents: Include tests, inspections, and quality-control services, including Contractor- and Owner-retained services, commissioning activities, and other Projectrequired services paid for by other entities.
2. Distribution: Distribute schedule to Owner, Architect, testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required.
1.12 SPECIAL TESTS AND INSPECTIONS
A. Special Tests and Inspections: Owner will engage a qualified special inspector to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Owner, as indicated in the Statement of Special Inspections attached to this Section, and as follows:
1. Verifying that manufacturer maintains detailed fabrication and quality-control procedures, and reviewing the completeness and adequacy of those procedures to perform the Work.
2. Notifying Architect and Contractor promptly of irregularities and deficiencies observed in the Work during performance of its services.
3. Submitting a certified written report of each test, inspection, and similar quality-control service to Architect with copy to Contractor and to authorities having jurisdiction.
4. Submitting a final report of special tests and inspections at Substantial Completion, which includes a list of unresolved deficiencies.
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5. Interpreting tests and inspections, and stating in each report whether tested and inspected Work complies with or deviates from the Contract Documents.
6. Retesting and reinspecting corrected Work.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION
3.1 TEST AND INSPECTION LOG
A. Test and Inspection Log: Prepare a record of tests and inspections. Include the following:
1. Date test or inspection was conducted.
2. Description of the Work tested or inspected.
3. Date test or inspection results were transmitted to Architect.
4. Identification of testing agency or special inspector conducting test or inspection.
3.2 REPAIR AND PROTECTION
A. General: On completion of testing, inspection, sample-taking, and similar services, repair damaged construction and restore substrates and finishes.
1. Provide materials and comply with installation requirements specified in other Specification Sections or matching existing substrates and finishes. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. Comply with the Contract Document requirements for cutting and patching in Section 01 73 00 "Execution."
B. Protect construction exposed by or for quality-control service activities.
C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services.
END OF SECTION
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SECTION 01 42 00 - REFERENCES
PART 1 - GENERAL
1.1 DEFINITIONS
A. General: Basic Contract definitions are included in the Conditions of the Contract.
B. "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of the Contract.
C. "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "required," and "permitted" have the same meaning as "directed." D. "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," "scheduled," and "specified" have the same meaning as "indicated." E. "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work.
F. "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations.
G. "Install": Unload, temporarily store, unpack, assemble, erect, place, anchor, apply, work to dimension, finish, cure, protect, clean, and similar operations at Project site.
H. "Provide": Furnish and install, complete and ready for the intended use.
I. "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built.
1.2 INDUSTRY STANDARDS
A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference.
B. Publication Dates: Comply with standards in effect as of date of the Contract Documents unless otherwise indicated.
1. For standards referenced by applicable building codes, comply with dates of standards as listed in building codes.
C. Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents.
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1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source.
1.3 ABBREVIATIONS AND ACRONYMS
A. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the United States." B. Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list.
Abbreviations and acronyms not included in this list shall mean the recognized name of the entities indicated in Gale's "Encyclopedia of Associations: National Organizations of the U.S." or in Columbia Books' "National Trade & Professional Associations of the United States." The information in this list is subject to change and is believed to be accurate as of the date of the Contract Documents.
1. AABC - Associated Air Balance Council; www.aabc.com.
2. AAMA - American Architectural Manufacturers Association; (See FGIA).
3. AAPFCO - Association of American Plant Food Control Officials; www.aapfco.org.
4. AASHTO - American Association of State Highway and Transportation Officials; www.transportation.org.
5. AATCC - American Association of Textile Chemists and Colorists; www.aatcc.org.
6. ABMA - American Bearing Manufacturers Association; www.americanbearings.org.
7. ABMA - American Boiler Manufacturers Association; www.abma.com.
8. ACI - American Concrete Institute; (Formerly: ACI International); www.concrete.org.
9. ACPA - American Concrete Pipe Association; www.concrete-pipe.org.
10. AEIC - Association of Edison Illuminating Companies, Inc. (The); www.aeic.org.
11. AF&PA - American Forest & Paper Association; www.afandpa.org.
12. AGA - American Gas Association; www.aga.org.
13. AHAM - Association of Home Appliance Manufacturers; www.aham.org.
14. AHRI - Air-Conditioning, Heating, and Refrigeration Institute (The); www.ahrinet.org.
15. AI - Asphalt Institute; www.asphaltinstitute.org.
16. AIA - American Institute of Architects (The); www.aia.org.
17. AISC - American Institute of Steel Construction; www.aisc.org.
18. AISI - American Iron and Steel Institute; www.steel.org.
19. AITC - American Institute of Timber Construction; www.plib.org.
20. AMCA - Air Movement and Control Association International, Inc.; www.amca.org.
21. ANSI - American National Standards Institute; www.ansi.org.
22. AOSA - Association of Official Seed Analysts, Inc.; www.aosaseed.com.
23. APA - APA - The Engineered Wood Association; www.apawood.org.
24. APA - Architectural Precast Association; www.archprecast.org.
25. API - American Petroleum Institute; www.api.org.
26. ARI - Air-Conditioning & Refrigeration Institute; (See AHRI).
27. ARI - American Refrigeration Institute; (See AHRI).
28. ARMA - Asphalt Roofing Manufacturers Association; www.asphaltroofing.org.
29. ASCE - American Society of Civil Engineers; www.asce.org.
30. ASCE/SEI - American Society of Civil Engineers/Structural Engineering Institute; (See ASCE).
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31. ASHRAE - American Society of Heating, Refrigerating and Air-Conditioning Engineers; www.ashrae.org.
32. ASME - ASME International; (American Society of Mechanical Engineers); www.asme.org.
33. ASSE - American Society of Sanitary Engineering; www.asse-plumbing.org.
34. ASSP - American Society of Safety Professionals (The); www.assp.org.
35. ASTM - ASTM International; www.astm.org.
36. ATIS - Alliance for Telecommunications Industry Solutions; www.atis.org.
37. AVIXA - Audiovisual and Integrated Experience Association; (Formerly: Infocomm International); www.avixa.org.
38. AWEA - American Wind Energy Association; www.awea.org.
39. AWI - Architectural Woodwork Institute; www.awinet.org.
40. AWMAC - Architectural Woodwork Manufacturers Association of Canada; www.awmac.com.
41. AWPA - American Wood Protection Association; www.awpa.com.
42. AWS - American Welding Society; www.aws.org.
43. AWWA - American Water Works Association; www.awwa.org.
44. BHMA - Builders Hardware Manufacturers Association; www.buildershardware.com.
45. BIA - Brick Industry Association (The); www.gobrick.com.
46. BICSI - BICSI, Inc.; www.bicsi.org.
47. BIFMA - BIFMA International; (Business and Institutional Furniture Manufacturer's Association); www.bifma.org.
48. BISSC - Baking Industry Sanitation Standards Committee; www.bissc.org.
49. BWF - Badminton World Federation; (Formerly: International Badminton Federation); www.bissc.org.
50. CDA - Copper Development Association; www.copper.org.
51. CE - Conformite Europeenne; www.ec.europa.eu/growth/single-market/ce-marking.
52. CEA - Canadian Electricity Association; www.electricity.ca.
53. CFFA - Chemical Fabrics and Film Association, Inc.; www.chemicalfabricsandfilm.com.
54. CFSEI - Cold-Formed Steel Engineers Institute; www.cfsei.org.
55. CGA - Compressed Gas Association; www.cganet.com.
56. CIMA - Cellulose Insulation Manufacturers Association; www.cellulose.org.
57. CISCA - Ceilings & Interior Systems Construction Association; www.cisca.org.
58. CISPI - Cast Iron Soil Pipe Institute; www.cispi.org.
59. CLFMI - Chain Link Fence Manufacturers Institute; www.chainlinkinfo.org.
60. CPA - Composite Panel Association; www.compositepanel.org.
61. CRI - Carpet and Rug Institute (The); www.carpet-rug.org.
62. CRRC - Cool Roof Rating Council; www.coolroofs.org.
63. CRSI - Concrete Reinforcing Steel Institute; www.crsi.org.
64. CSA - CSA Group; www.csa-group.org.
65. CSI - Cast Stone Institute; www.caststone.org.
66. CSI - Construction Specifications Institute (The); www.csiresources.org.
67. CSSB - Cedar Shake & Shingle Bureau; www.cedarbureau.org.
68. CTA - Consumer Technology Association; www.cta.tech.
69. CTI - Cooling Technology Institute; (Formerly: Cooling Tower Institute); www.coolingtechnology.org.
70. CWC - Composite Wood Council; (See CPA).
71. DASMA - Door and Access Systems Manufacturers Association; www.dasma.com.
72. DHA - Decorative Hardwoods Association; (Formerly: Hardwood Plywood & Veneer Association); www.decorativehardwoods.org.
73. DHI - Door and Hardware Institute; www.dhi.org.
74. ECA - Electronic Components Association; (See ECIA).
75. ECAMA - Electronic Components Assemblies & Materials Association; (See ECIA).
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76. ECIA - Electronic Components Industry Association; www.ecianow.org.
77. EIA - Electronic Industries Alliance; (See TIA).
78. EIMA - EIFS Industry Members Association; www.eima.com.
79. EJMA - Expansion Joint Manufacturers Association, Inc.; www.ejma.org.
80. EOS/ESD Association; (Electrostatic Discharge Association); www.esda.org.
81. ESTA - Entertainment Services and Technology Association; (See PLASA).
82. ETL - Intertek (See Intertek); www.intertek.com.
83. EVO - Efficiency Valuation Organization; www.evo-world.org.
84. FCI - Fluid Controls Institute; www.fluidcontrolsinstitute.org.
85. FGIA - Fenestration and Glazing Industry Alliance; https://fgiaonline.org.
86. FIBA - Federation Internationale de Basketball; (The International Basketball Federation); www.fiba.com.
87. FIVB - Federation Internationale de Volleyball; (The International Volleyball Federation); www.fivb.org.
88. FM Approvals - FM Approvals LLC; www.fmapprovals.com.
89. FM Global - FM Global; (Formerly: FMG - FM Global); www.fmglobal.com.
90. FRSA - Florida Roofing, Sheet Metal Contractors Association, Inc.; www.floridaroof.com.
91. FSA - Fluid Sealing Association; www.fluidsealing.com.
92. FSC - Forest Stewardship Council U.S.; www.fscus.org.
93. GA - Gypsum Association; www.gypsum.org.
94. GANA - Glass Association of North America; (See NGA).
95. GS - Green Seal; www.greenseal.org.
96. HI - Hydraulic Institute; www.pumps.org.
97. HI/GAMA - Hydronics Institute/Gas Appliance Manufacturers Association; (See AHRI).
98. HMMA - Hollow Metal Manufacturers Association; (See NAAMM).
99. HPVA - Hardwood Plywood & Veneer Association; (See DHA). 100. IAPSC - International Association of Professional Security Consultants; www.iapsc.org. 101. IAS - International Accreditation Service; www.iasonline.org. 102. ICBO - International Conference of Building Officials; (See ICC). 103. ICC - International Code Council; www.iccsafe.org. 104. ICEA - Insulated Cable Engineers Association, Inc.; www.icea.net. 105. ICPA - International Cast Polymer Association; www.theicpa.com. 106. ICRI - International Concrete Repair Institute, Inc.; www.icri.org. 107. IEC - International Electrotechnical Commission; www.iec.ch. 108. IEEE - Institute of Electrical and Electronics Engineers, Inc. (The); www.ieee.org. 109. IES - Illuminating Engineering Society; (Formerly: Illuminating Engineering Society of North America); www.ies.org.
110. IESNA - Illuminating Engineering Society of North America; (See IES). 111. IEST - Institute of Environmental Sciences and Technology; www.iest.org. 112. IGMA - Insulating Glass Manufacturers Alliance; (See FGIA). 113. IGSHPA - International Ground Source Heat Pump Association; www.igshpa.org. 114. II - Infocomm International; (See AVIXA).
115. ILI - Indiana Limestone Institute of America, Inc.; www.iliai.com. 116. Intertek - Intertek Group; (Formerly: ETL SEMCO; Intertek Testing Service NA); www.intertek.com.
117. ISA - International Society of Automation (The); (Formerly: Instrumentation, Systems, and Automation Society); www.isa.org.
118. ISAS - Instrumentation, Systems, and Automation Society (The); (See ISA). 119. ISFA - International Surface Fabricators Association; (Formerly: International Solid Surface Fabricators Association); www.isfanow.org.
120. ISO - International Organization for Standardization; www.iso.org. 121. ISSFA - International Solid Surface Fabricators Association; (See ISFA).
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MAINTENANCE AND REPAIRS
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SGH Project No. 23-26102-00
REFERENCES
Section 01 42 00
122. ITU - International Telecommunication Union; www.itu.int. 123. KCMA - Kitchen Cabinet Manufacturers Association; www.kcma.org. 124. LMA - Laminating Materials Association; (See CPA). 125. LPI - Lightning Protection Institute; www.lightning.org. 126. MBMA - Metal Building Manufacturers Association; www.mbma.com. 127. MCA - Metal Construction Association; www.metalconstruction.org. 128. MFMA - Maple Flooring Manufacturers Association, Inc.; www.maplefloor.org. 129. MFMA - Metal Framing Manufacturers Association, Inc.; www.metalframingmfg.org. 130. MHI - Material Handling Industry; www.mhi.org.
131. MIA - Marble Institute of America; (See NSI).
132. MMPA - Moulding & Millwork Producers Association; www.wmmpa.com. 133. MPI - Master Painters Institute; www.paintinfo.com. 134. MSS - Manufacturers Standardization Society of The Valve and Fittings Industry Inc.; www.mss-hq.org.
135. NAAMM - National Association of Architectural Metal Manufacturers; www.naamm.org. 136. NACE - NACE International; (National Association of Corrosion Engineers International); www.nace.org.
137. NADCA - National Air Duct Cleaners Association; www.nadca.com. 138. NAIMA - North American Insulation Manufacturers Association; www.naima.org. 139. NALP - National Association of Landscape Professionals; www.landscapeprofessionals.org. 140. NBGQA - National Building Granite Quarries Association, Inc.; www.nbgqa.com. 141. NBI - New Buildings Institute; www.newbuildings.org. 142. NCAA - National Collegiate Athletic Association (The); www.ncaa.org. 143. NCMA - National Concrete Masonry Association; www.ncma.org. 144. NEBB - National Environmental Balancing Bureau; www.nebb.org. 145. NECA - National Electrical Contractors Association; www.necanet.org. 146. NeLMA - Northeastern Lumber Manufacturers Association; www.nelma.org. 147. NEMA - National Electrical Manufacturers Association; www.nema.org. 148. NETA - InterNational Electrical Testing Association; www.netaworld.org. 149. NFHS - National Federation of State High School Associations; www.nfhs.org. 150. NFPA - National Fire Protection Association; www.nfpa.org. 151. NFPA - NFPA International; (See NFPA).
152. NFRC - National Fenestration Rating Council; www.nfrc.org. 153. NGA - National Glass Association (The); (Formerly: Glass Association of North America); www.glass.org.
154. NHLA - National Hardwood Lumber Association; www.nhla.com. 155. NLGA - National Lumber Grades Authority; www.nlga.org. 156. NOFMA - National Oak Flooring Manufacturers Association; (See NWFA). 157. NOMMA - National Ornamental & Miscellaneous Metals Association; www.nomma.org. 158. NRCA - National Roofing Contractors Association; www.nrca.net. 159. NRMCA - National Ready Mixed Concrete Association; www.nrmca.org. 160. NSF - NSF International; www.nsf.org.
161. NSI - National Stone Institute; (Formerly: Marble Institute of America); www.naturalstoneinstitute.org.
162. NSPE - National Society of Professional Engineers; www.nspe.org. 163. NSSGA - National Stone, Sand & Gravel Association; www.nssga.org. 164. NTMA - National Terrazzo & Mosaic Association, Inc. (The); www.ntma.com. 165. NWFA - National Wood Flooring Association; www.nwfa.org. 166. NWRA - National Waste & Recycling Association; www.wasterecycling.org 167. PCI - Precast/Prestressed Concrete Institute; www.pci.org. 168. PDI - Plumbing & Drainage Institute; www.pdionline.org.
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MAINTENANCE AND REPAIRS
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SGH Project No. 23-26102-00
REFERENCES
Section 01 42 00
169. PLASA - PLASA; (Formerly: ESTA - Entertainment Services and Technology Association); www.plasa.org.
170. RCSC - Research Council on Structural Connections; www.boltcouncil.org. 171. RFCI - Resilient Floor Covering Institute; www.rfci.com. 172. RIS - Redwood Inspection Service; www.redwoodinspection.com. 173. SAE - SAE International; www.sae.org.
174. SCTE - Society of Cable Telecommunications Engineers; www.scte.org. 175. SDI - Steel Deck Institute; www.sdi.org.
176. SDI - Steel Door Institute; www.steeldoor.org.
177. SEFA - Scientific Equipment and Furniture Association (The); www.sefalabs.com. 178. SEI/ASCE - Structural Engineering Institute/American Society of Civil Engineers; (See ASCE).
179. SIA - Security Industry Association; www.siaonline.org. 180. SJI - Steel Joist Institute; www.steeljoist.org.
181. SMA - Screen Manufacturers Association; www.smainfo.org. 182. SMACNA - Sheet Metal and Air Conditioning Contractors' National Association; www.smacna.org.
183. SMPTE - Society of Motion Picture and Television Engineers; www.smpte.org. 184. SPFA - Spray Polyurethane Foam Alliance; www.sprayfoam.org. 185. SPIB - Southern Pine Inspection Bureau; www.spib.org. 186. SPRI - Single Ply Roofing Industry; www.spri.org.
187. SRCC - Solar Rating & Certification Corporation; www.solar-rating.org. 188. SSINA - Specialty Steel Industry of North America; www.ssina.com. 189. SSPC - SSPC: The Society for Protective Coatings; www.sspc.org. 190. STI - Steel Tank Institute; www.steeltank.com.
191. SWI - Steel Window Institute; www.steelwindows.com. 192. SWPA - Submersible Wastewater Pump Association; www.swpa.org. 193. TCA - Tilt-Up Concrete Association; www.tilt-up.org. 194. TCNA - Tile Council of North America, Inc.; www.tileusa.com. 195. TEMA - Tubular Exchanger Manufacturers Association, Inc.; www.tema.org. 196. TIA - Telecommunications Industry Association (The); (Formerly: TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance); www.tiaonline.org. 197. TIA/EIA - Telecommunications Industry Association/Electronic Industries Alliance; (See TIA).
198. TMS - The Masonry Society; www.masonrysociety.org. 199. TPI - Truss Plate Institute; www.tpinst.org.
200. TPI - Turfgrass Producers International; www.turfgrasssod.org. 201. TRI - Tile Roofing Institute; www.tileroofing.org. 202. UL - Underwriters Laboratories Inc.; www.ul.com.
203. UL LLC - UL LLC; www.ul.com.
204. UNI - Uni-Bell PVC Pipe Association; www.uni-bell.org. 205. USAV - USA Volleyball; www.usavolleyball.org.
206. USGBC - U.S. Green Building Council; www.usgbc.org. 207. USITT - United States Institute for Theatre Technology, Inc.; www.usitt.org. 208. WA - Wallcoverings Association; www.wallcoverings.org. 209. WCLIB - West Coast Lumber Inspection Bureau; www.wclib.org. 210. WCMA - Window Covering Manufacturers Association; www.wcmanet.org. 211. WDMA - Window & Door Manufacturers Association; www.wdma.com. 212. WI - Woodwork Institute; www.wicnet.org.
213. WSRCA - Western States Roofing Contractors Association; www.wsrca.com. 214. WWPA - Western Wood Products Association; www.wwpa.org.
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MAINTENANCE AND REPAIRS
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SGH Project No. 23-26102-00
REFERENCES
Section 01 42 00
C. Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is believed to be accurate as of the date of the Contract Documents.
1. DIN - Deutsches Institut fur Normung e.V.; www.din.de.
2. IAPMO - International Association of Plumbing and Mechanical Officials; www.iapmo.org.
3. ICC - International Code Council; www.iccsafe.org.
4. ICC-ES - ICC Evaluation Service, LLC; www.icc-es.org.
D. Federal Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Information is subject to change and is up to date as of the date of the Contract Documents.
1. COE - Army Corps of Engineers; www.usace.army.mil.
2. CPSC - Consumer Product Safety Commission; www.cpsc.gov.
3. DOC - Department of Commerce; National Institute of Standards and Technology; www.nist.gov.
4. DOD - Department of Defense; www.quicksearch.dla.mil.
5. DOE - Department of Energy; www.energy.gov.
6. EPA - Environmental Protection Agency; www.epa.gov.
7. FAA - Federal Aviation Administration; www.faa.gov.
8. FG - Federal Government Publications; www.gpo.gov/fdsys.
9. GSA - General Services Administration; www.gsa.gov.
10. HUD - Department of Housing and Urban Development; www.hud.gov.
11. LBL - Lawrence Berkeley National Laboratory; Environmental Energy Technologies Division; www.eetd.lbl.gov.
12. OSHA - Occupational Safety & Health Administration; www.osha.gov.
13. SD - Department of State; www.state.gov.
14. TRB - Transportation Research Board; National Cooperative Highway Research Program; The National Academies; www.trb.org.
15. USDA - Department of Agriculture; Agriculture Research Service; U.S. Salinity Laboratory; www.ars.usda.gov.
16. USDA - Department of Agriculture; Rural Utilities Service; www.usda.gov.
17. USDOJ - Department of Justice; Office of Justice Programs; National Institute of Justice; www.ojp.usdoj.gov.
18. USP - U.S. Pharmacopeial Convention; www.usp.org.
19. USPS - United States Postal Service; www.usps.com.
E. Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.
1. CFR - Code of Federal Regulations; Available from Government Printing Office; www.govinfo.gov.
2. DOD - Department of Defense; Military Specifications and Standards; Available from DLA Document Services; www.quicksearch.dla.mil.
3. DSCC - Defense Supply Center Columbus; (See FS).
4. FED-STD - Federal Standard; (See FS).
5. FS - Federal Specification; Available from DLA Document Services; www.quicksearch.dla.mil.
a. Available from Defense Standardization Program; www.dsp.dla.mil.
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REFERENCES
Section 01 42 00
b. Available from General Services Administration; www.gsa.gov. c. Available from National Institute of Building Sciences/Whole Building Design Guide; www.wbdg.org.
6. MILSPEC - Military Specification and Standards; (See DOD).
7. USAB - United States Access Board; www.access-board.gov.
8. USATBCB - U.S. Architectural & Transportation Barriers Compliance Board; (See USAB).
F. State Government Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. This information is subject to change and is believed to be accurate as of the date of the Contract Documents.
1. CBHF; State of California; Department of Consumer Affairs; Bureau of Electronic and Appliance Repair, Home Furnishings and Thermal Insulation; www.bearhfti.ca.gov.
2. CCR; California Code of Regulations; Office of Administrative Law; California Title 24 Energy Code; www.calregs.com.
3. CDHS; California Department of Health Services; (See CDPH).
4. CDPH; California Department of Public Health; Indoor Air Quality Program; www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/Main-Page.aspx.
5. CPUC; California Public Utilities Commission; www.cpuc.ca.gov.
6. SCAQMD; South Coast Air Quality Management District; www.aqmd.gov.
7. TFS; Texas A&M Forest Service; Sustainable Forestry and Economic Development; www.txforestservice.tamu.edu.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
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SECTION 01 50 00
TEMPORARY FACILITIES AND CONTROLS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
TEMPORARY FACILITIES AND CONTROLS
Section 01 50 00
SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS
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 requirements for temporary utilities, support facilities, and security and protection facilities.
B. Related Requirements:
1. Section 01 21 00 "Allowances" for allowance for metered use of temporary utilities.
1.3 USE CHARGES
A. Installation, removal, and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated.
B. Sewer Service: N/A
C. Water and Sewer Service from Existing System: Water from Owner's existing water system is available for use without metering and without payment of use charges.
D. Electric Power Service from Existing System: Electric power from Owner's existing system is available for use without metering and without payment of use charges.
1.4 PROJECT CONDITIONS
A. Temporary Use of Permanent Facilities: Engage Installer of each permanent service to assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance, regardless of previously assigned responsibilities.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Portable Chain-Link Fencing: Minimum 2-inch, 0.148-inch- thick, galvanized-steel, chain-link fabric fencing; minimum 6 feet high with galvanized-steel pipe posts; minimum 2-3/8-inch- OD line posts and 2-7/8-inch- OD corner and pull posts, with 1-5/8-inch- OD top and bottom rails.
Provide galvanized-steel bases for supporting posts.
B. Fencing Windscreen Privacy Screen: Polyester fabric scrim with grommets for attachment to chain-link fence, sized to height of fence, in color selected by Architect from manufacturer's standard colors.
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TEMPORARY FACILITIES AND CONTROLS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
TEMPORARY FACILITIES AND CONTROLS
Section 01 50 00
2.2 TEMPORARY FACILITIES
A. Field Offices: None required. Work out of your truck.
B. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations.
1. Store combustible materials apart from building.
2.3 EQUIPMENT
A. Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures.
PART 3 - EXECUTION
3.1 TEMPORARY FACILITIES, GENERAL
A. Conservation: Coordinate construction and use of temporary facilities with consideration given to conservation of energy, water, and materials. Coordinate use of temporary utilities to minimize waste.
1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. See other Sections for disposition of salvaged materials that are designated as Owner's property.
3.2 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work.
B. Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections, and traffic conditions.
1. Install and operate temporary lighting that fulfills security and protection requirements without operating entire system.
3.3 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Protection of Existing Facilities: Protect existing vegetation, equipment, structures, utilities, and other improvements at Project site and on adjacent properties, except those indicated to be removed or altered. Repair damage to existing facilities.
1. Where access to adjacent properties is required in order to affect protection of existing facilities, obtain written permission from adjacent property owner to access property for that purpose.
END OF SECTION
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SECTION 01 73 00
EXECUTION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
EXECUTION
Section 01 73 00
SECTION 01 73 00 - EXECUTION
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes general administrative and procedural requirements governing execution of the Work, including, but not limited to, the following:
1. Installation of the Work.
2. Cutting and patching.
3. Protection of installed construction.
4. Correction of the Work.
5. Section 01 77 00 "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner-accepted deviations from indicated lines and levels, replacing defective work, and final cleaning.
1.2 DEFINITIONS
A. Cutting: Removal of in-place construction necessary to permit installation or performance of subsequent work.
B. Patching: Fitting and repair work required to restore construction to original conditions after installation of subsequent work.
1.3 QUALITY ASSURANCE
A. Cutting and Patching: Comply with requirements for and limitations on cutting and patching of construction elements.
1. Structural Elements: When cutting and patching structural elements, or when encountering the need for cutting and patching of elements whose structural function is not known, notify Architect of locations and details of cutting and await directions from Architect before proceeding. Shore, brace, and support structural elements during cutting and patching. Do not cut and patch structural elements in a manner that could change their load-carrying capacity or increase deflection.
2. Other Construction Elements: Do not cut and patch other construction elements or B. Manufacturer's Installation Instructions: Obtain and maintain on-site manufacturer's written recommendations and instructions for installation of specified products and equipment.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Comply with requirements specified in other Sections.
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MAINTENANCE AND REPAIRS
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EXECUTION
Section 01 73 00
1. For projects requiring compliance with sustainable design and construction practices and procedures, use products for patching that comply with sustainable design requirements.
B. In-Place Materials: Use materials for patching identical to in-place materials. For exposed surfaces, use materials that visually match in-place adjacent surfaces to the fullest extent possible.
1. If identical materials are unavailable or cannot be used, use materials that, when installed, will provide a match acceptable to Architect for the visual and functional performance of inplace materials. Use materials that are not considered hazardous.
C. 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.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examination and Acceptance of Conditions: Before proceeding with each component of the Work, examine substrates, areas, and conditions, with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations.
B. Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following:
1. Description of the Work, including Specification Section number and paragraph, and Drawing sheet number and detail, where applicable.
2. List of detrimental conditions, including substrates.
3. List of unacceptable installation tolerances.
4. Recommended corrections.
C. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions.
3.2 INSTALLATION
A. Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.
1. Make vertical work plumb, and make horizontal work level.
B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated.
C. Install products at the time and under conditions that will ensure satisfactory results as judged by Architect. Maintain conditions required for product performance until Substantial Completion.
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EXECUTION
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D. Conduct construction operations, so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy of type expected for Project.
E. Sequence the Work and allow adequate clearances to accommodate movement of construction items on-site and placement in permanent locations.
F. Tools and Equipment: Select tools or equipment that minimize production of excessive noise levels.
3.3 CUTTING AND PATCHING
A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay.
1. Cut in-place construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition.
B. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during installation or cutting and patching operations, by methods and with materials so as not to void existing warranties.
C. Temporary Support: Provide temporary support of Work to be cut.
D. Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations.
E. Adjacent Occupied Areas: Where interference with use of adjoining areas or interruption of free passage to adjoining areas is unavoidable, coordinate cutting and patching in accordance with requirements in Section 011000 "Summary."
F. Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations.
1. In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots neatly to minimum size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.
2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.
3. Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamondcore drill.
4. Excavating and Backfilling: Comply with requirements in applicable Sections where required by cutting and patching operations.
5. Proceed with patching after construction operations requiring cutting are complete.
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EXECUTION
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CITY OF REDLANDS
SGH Project No. 23-26102-00
EXECUTION
Section 01 73 00
G. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as practicable, as judged by Architect. Provide materials and comply with installation requirements specified in other Sections, where applicable.
1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate physical integrity of installation.
2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing.
3. Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. a. Where patching occurs in a painted surface, prepare substrate and apply primer and intermediate paint coats appropriate for substrate over the patch, and apply final paint coat over entire unbroken surface containing the patch, corner to corner of wall and edge to edge of ceiling. Provide additional coats until patch blends with adjacent surfaces.
4. Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance.
5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition and ensures thermal and moisture integrity of building enclosure.
H. Cleaning: Clean areas and spaces where cutting and patching are performed. Remove paint, mortar, oils, putty, and similar materials from adjacent finished surfaces.
3.4 PROTECTION OF INSTALLED CONSTRUCTION
A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.
B. Protection of Existing Items: Provide protection and ensure that existing items to remain undisturbed by construction are maintained in condition that existed at commencement of the Work.
C. Comply with manufacturer's written instructions for temperature and relative humidity.
3.5 CORRECTION OF THE WORK
A. Repair or remove and replace damaged, defective, or nonconforming Work. Restore damaged substrates and finishes.
1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.
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EXECUTION
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B. Repair Work previously completed and subsequently damaged during construction period. Repair to like-new condition.
C. Restore permanent facilities used during construction to their specified condition.
D. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair.
E. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired.
F. Remove and replace chipped, scratched, and broken glass or reflective surfaces.
END OF SECTION
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SECTION 01 73 00
EXECUTION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
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EXECUTION
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Redlands Regular Meeting of 05-06-2025 1006 of 1455
SECTION 01 77 00
CLOSEOUT PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CLOSEOUT PROCEDURES
Section 01 77 00
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.
B. Related Requirements:
1. Section 01 29 00 "Payment Procedures" for requirements for Applications for Payment for Substantial Completion and Final Completion.
2. Section 01 32 33 "Photographic Documentation" for submitting Final Completion construction photographic documentation.
3. Section 01 78 39 "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data.
1.3 DEFINITIONS
A. List of Incomplete Items: Contractor-prepared list of items to be completed or corrected, prepared for the Architect's use prior to Architect's inspection, to determine if the Work is substantially complete.
1.4 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.
1.5 CLOSEOUT SUBMITTALS
A. Certificates of Release: From authorities having jurisdiction.
B. Certificate of Insurance: For continuing coverage.
Redlands Regular Meeting of 05-06-2025 1007 of 1455
SECTION 01 77 00
CLOSEOUT PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CLOSEOUT PROCEDURES
Section 01 77 00
C. Field Report: For pest-control inspection.
1.6 MAINTENANCE MATERIAL SUBMITTALS
A. Schedule of Maintenance Material Items: For maintenance material submittal items required by other Sections.
1.7 SUBSTANTIAL COMPLETION PROCEDURES
A. Contractor's List of Incomplete Items: Prepare and submit a list of items to be completed and corrected (Contractor's "punch list"), indicating the value of each item on the list and reasons why the Work is incomplete.
B. Submittals Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.
1. Certificates of Release: Obtain and submit releases from authorities having jurisdiction, permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.
2. Submit closeout submittals specified in other Division 01 Sections, 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 changeover information related to Owner's occupancy, use, operation, and maintenance.
C. Procedures Prior to Substantial Completion: Complete the following a minimum of 10 days prior to requesting inspection for determining date of Substantial Completion. List items below that are incomplete at time of request.
1. Advise Owner of pending insurance changeover requirements.
2. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions.
3. Complete startup and testing of systems and equipment.
Redlands Regular Meeting of 05-06-2025 1008 of 1455
SECTION 01 77 00
CLOSEOUT PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CLOSEOUT PROCEDURES
Section 01 77 00
4. Perform preventive maintenance on equipment used prior to Substantial Completion.
5. Advise Owner of changeover in utility services.
6. Participate with Owner in conducting inspection and walkthrough with local emergency responders.
7. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements.
8. Complete final cleaning requirements.
9. 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 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.
1.8 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 in accordance with Section 01 29 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 Final Completion photographic documentation.
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.
Redlands Regular Meeting of 05-06-2025 1009 of 1455
SECTION 01 77 00
CLOSEOUT PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CLOSEOUT PROCEDURES
Section 01 77 00
1. Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.
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. Organize warranty documents into an orderly sequence based on the table of contents of Project Manual.
C. 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.
D. 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.
E. 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.
Redlands Regular Meeting of 05-06-2025 1010 of 1455
SECTION 01 77 00
CLOSEOUT PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CLOSEOUT PROCEDURES
Section 01 77 00
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.
1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a designated portion of Project:
a. Clean Project site of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits.
c. Remove tools, construction equipment, machinery, and surplus material from Project site.
d. Clean exposed exterior 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. Clean luminaires, lamps, globes, and reflectors to function with full efficiency. e. Clean strainers.
f. Leave Project clean and ready for occupancy.
3.2 REPAIR OF THE WORK
A. Complete repair and restoration operations required by Section 01 73 00 "Execution" before requesting inspection for determination of Substantial Completion.
END OF SECTION
Redlands Regular Meeting of 05-06-2025 1011 of 1455
SECTION 01 77 00
CLOSEOUT PROCEDURES
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
CLOSEOUT PROCEDURES
Section 01 77 00
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Redlands Regular Meeting of 05-06-2025 1012 of 1455
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
PROJECT RECORD DOCUMENTS
Section 01 78 39
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 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 set(s) of marked-up record prints.
2. Number of Copies: Submit copies of Record Drawings as follows:
a. Initial Submittal:
1) Submit PDF electronic files of scanned record prints and one set of file prints. b. Final Submittal:
1) Submit PDF electronic files of scanned Record Prints and three set(s) of file prints.
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.
Redlands Regular Meeting of 05-06-2025 1013 of 1455
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
PROJECT RECORD DOCUMENTS
Section 01 78 39
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. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints.
3. Mark record prints with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.
4. Mark important additional information that was either shown schematically or omitted from original Drawings.
5. 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. When authorized, prepare a full set of corrected digital data files of the Contract Drawings, as follows:
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.
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 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.
Redlands Regular Meeting of 05-06-2025 1014 of 1455
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
PROJECT RECORD DOCUMENTS
Section 01 78 39
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 and Record Drawings where applicable.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION
Redlands Regular Meeting of 05-06-2025 1015 of 1455
SECTION 01 78 39
PROJECT RECORD DOCUMENTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
PROJECT RECORD DOCUMENTS
Section 01 78 39
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Redlands Regular Meeting of 05-06-2025 1016 of 1455
SECTION 02 41 19
SELECTIVE DEMOLITION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SELECTIVE DEMOLITION
Section 02 41 19
SECTION 02 41 19 - SELECTIVE DEMOLITION
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Demolition and removal of selected portions of structure.
2. Demolition and removal of selected site elements.
3. Salvage of existing items to be reused.
B. Related Requirements:
1. Section 01 10 00 "Summary" for restrictions on use of the premises, Owner-occupancy requirements, and phasing requirements.
2. Section 01 73 00 "Execution" for cutting and patching procedures.
1.2 DEFINITIONS
A. Remove: Detach items from existing construction and dispose of them off-site unless indicated to be salvaged or reinstalled.
B. Remove and Salvage: Detach items from existing construction, in a manner to prevent damage.
C. Remove and Reinstall: Detach items from existing construction, in a manner to prevent damage, prepare for reuse, and reinstall where indicated.
D. Existing to Remain: Leave existing items that are not to be removed and that are not otherwise indicated to be salvaged or reinstalled.
E. Dismantle: To remove by disassembling or detaching an item from a surface, using gentle methods and equipment to prevent damage to the item and surfaces; disposing of items unless indicated to be salvaged or reinstalled.
1.3 MATERIALS OWNERSHIP
A. Unless otherwise indicated, demolition waste becomes property of Contractor.
1.4 INFORMATIONAL SUBMITTALS
A. Schedule of Selective Demolition Activities: Indicate the following:
1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity.
B. Predemolition Photographs or Video: Show existing conditions of adjoining construction, including finish surfaces, that might be misconstrued as damage caused by salvage and demolition operations. Comply with Section 013233 "Photographic Documentation." Submit before Work begins.
1.5 CLOSEOUT SUBMITTALS
A. Inventory: Submit a list of items that have been removed and salvaged.
Redlands Regular Meeting of 05-06-2025 1017 of 1455
SECTION 02 41 19
SELECTIVE DEMOLITION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SELECTIVE DEMOLITION
Section 02 41 19
1.6 FIELD CONDITIONS
A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted.
B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.
C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition.
D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.
1. If suspected hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Hazardous materials will be removed by Owner under a separate contract.
E. Storage or sale of removed items or materials on-site is not permitted.
F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations.
1. Maintain fire-protection facilities in service during selective demolition operations.
1.7 COORDINATION
A. Arrange selective demolition schedule so as not to interfere with Owner's operations.
PART 2 - PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.
B. Standards: Comply with ANSI/ASSP A10.6 and NFPA 241.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify that utilities have been disconnected and capped before starting selective demolition operations.
B. Review Project Record Documents of existing construction or other existing condition and hazardous material information provided by Owner. Owner does not guarantee that existing conditions are same as those indicated in Project Record Documents.
C. Survey of Existing Conditions: Record existing conditions by use of preconstruction photographs or video.
3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A. Existing Services/Systems to Remain: Maintain services/systems indicated to remain and protect them against damage.
Redlands Regular Meeting of 05-06-2025 1018 of 1455
SECTION 02 41 19
SELECTIVE DEMOLITION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SELECTIVE DEMOLITION
Section 02 41 19
B. Existing Services/Systems to Be Removed, Relocated, or Abandoned: Locate, identify, disconnect, and seal or cap off utility services and mechanical/electrical systems serving areas to be selectively demolished.
3.3 PROTECTION
A. Temporary Protection: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.
1. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building.
2. Provide temporary weather protection, during interval between selective demolition of existing construction on exterior surfaces and new construction, to prevent water leakage and damage to structure and interior areas.
3. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations.
B. Temporary Shoring: Design, provide, and maintain shoring, bracing, and structural supports as required to preserve stability and prevent movement, settlement, or collapse of construction and finishes to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished.
1. Strengthen or add new supports when required during progress of selective demolition.
C. Remove temporary barricades and protections where hazards no longer exist.
3.4 SELECTIVE DEMOLITION, GENERAL
A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:
1. Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above each floor or tier before disturbing supporting members on the next lower level.
2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping.
Temporarily cover openings to remain.
3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.
4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.
5. Maintain adequate ventilation when using cutting torches.
6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site.
Redlands Regular Meeting of 05-06-2025 1019 of 1455
SECTION 02 41 19
SELECTIVE DEMOLITION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SELECTIVE DEMOLITION
Section 02 41 19
7. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.
8. Dispose of demolished items and materials promptly.
B. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities.
C. Removed and Reinstalled Items:
1. Clean and repair items to functional condition adequate for intended reuse.
2. Protect items from damage during transport and storage.
3. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.
D. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete.
3.5 SELECTIVE DEMOLITION PROCEDURES FOR SPECIFIC MATERIALS A. Concrete: Demolish in small sections. Using power-driven saw, cut concrete to a depth of at least 3/4 inch at junctures with construction to remain. Dislodge concrete from reinforcement at perimeter of areas being demolished, cut reinforcement, and then remove remainder of concrete.
Neatly trim openings to dimensions indicated.
B. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, and then remove concrete between saw cuts.
C. Masonry: Demolish in small sections. Cut masonry at junctures with construction to remain, using power-driven saw, and then remove masonry between saw cuts.
D. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, and then break up and remove.
3.6 DISPOSAL OF DEMOLISHED MATERIALS
A. Remove demolition waste materials from Project site [and dispose of them in an EPA-approved construction and demolition waste landfill acceptable to authorities having jurisdiction.
1. Do not allow demolished materials to accumulate on-site.
2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.
3. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent.
B. Burning: Do not burn demolished materials.
Redlands Regular Meeting of 05-06-2025 1020 of 1455
SECTION 02 41 19
SELECTIVE DEMOLITION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SELECTIVE DEMOLITION
Section 02 41 19
3.7 CLEANING
A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began.
END OF SECTION
Redlands Regular Meeting of 05-06-2025 1021 of 1455
SECTION 02 41 19
SELECTIVE DEMOLITION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
SELECTIVE DEMOLITION
Section 02 41 19
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Redlands Regular Meeting of 05-06-2025 1022 of 1455
SECTION 03 01 30
MAINTENANCE OF CAST-IN-PLACE-CONCRETE
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
MAINTENANCE OF CAST-IN-PLACE
CONCRETE
Section 03 01 30
SECTION 03 01 30 – MAINTENANCE OF CAST-IN-PLACE CONCRETE 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. Removal of deteriorated concrete and subsequent replacement and patching.
2. Floor joint repair.
3. Epoxy crack injection.
4. Corrosion-inhibiting treatment.
5. Polymer overlays.
6. Polymer sealers.
7. Composite structural reinforcement.
1.3 ALLOWANCES
A. Allowances for maintenance of cast-in-place concrete are specified in Section 01 21 00 "Allowances."
B. Field quality-control testing is part of testing and inspecting allowance.
1.4 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.5 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. Include construction details, material descriptions, chemical composition, physical properties, test data, and mixing, preparation, and application instructions.
B. Samples for Verification: Cured Samples for each exposed product and for each color and texture specified.
Redlands Regular Meeting of 05-06-2025 1023 of 1455
SECTION 03 01 30
MAINTENANCE OF CAST-IN-PLACE-CONCRETE
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
MAINTENANCE OF CAST-IN-PLACE
CONCRETE
Section 03 01 30
1. Include Samples of each required type, color, and texture of patching material in the form of patches in drilled holes or sawed joints in sample concrete representative of the range of concrete colors on the building.
1.6 INFORMATIONAL SUBMITTALS
A. Qualification Data: For concrete-maintenance specialists and manufacturers.
B. Material Certificates: For each type of Portland cement aggregate supplied for mixing or adding to products at Project site.
C. Product Test Reports: For each packaged patching-mortar, crack-injection adhesive, corrosioninhibiting treatments, polymer overlays, polymer sealers and composite structural reinforcement, for tests performed by manufacturer and witnessed by a qualified testing agency.
D. Field quality-control reports.
E. Quality-Control Program: Submit before work begins.
1.7 QUALITY ASSURANCE
A. Manufacturer Qualifications: Each packaged patching-mortar, crack-injection adhesive, corrosioninhibiting treatments, polymer overlays, polymer sealers and composite structural reinforcement manufacturer shall employ factory-authorized service representatives who are available for consultation and Project-site inspection and on-site assistance.
B. Concrete-Maintenance Specialist Qualifications: Engage an experienced concrete-maintenance firm that employs installers and supervisors who are trained and approved by manufacturer to apply packaged patching-mortar, crack-injection adhesive, corrosion-inhibiting treatments, polymer overlays, polymer sealers and composite structural reinforcement to perform work of this Section. Firm shall have completed work similar in material, design, and extent to that indicated for this Project with a record of successful in-service performance. Experience in only installing or patching new concrete is insufficient experience for concrete-maintenance work.
1. Field Supervision: Concrete-maintenance specialist firm shall maintain experienced full-time supervisors on Project site during times that concrete-maintenance work is in progress.
C. Quality-Control Program: Prepare a written plan for concrete maintenance to systematically demonstrate the ability of personnel to properly perform maintenance work, including each phase or process, protection of surrounding materials during operations, and control of debris and runoff during the Work. Describe in detail materials, methods, equipment, and sequence of operations to be used for each phase of the Work.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Comply with manufacturer's written instructions for minimum and maximum temperature requirements and other conditions for storage.
B. Store cementitious materials off the ground, under cover, and in a dry location.
Redlands Regular Meeting of 05-06-2025 1024 of 1455
SECTION 03 01 30
MAINTENANCE OF CAST-IN-PLACE-CONCRETE
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
MAINTENANCE OF CAST-IN-PLACE
CONCRETE
Section 03 01 30
C. Store aggregates covered and in a dry location; maintain grading and other required characteristics and prevent contamination.
1.9 FIELD CONDITIONS
A. Environmental Limitations for Epoxies: Do not apply when air and substrate temperatures are outside limits permitted by manufacturer. During hot weather, cool epoxy components before mixing, store mixed products in shade, and cool unused mixed products to retard setting. Do not apply to wet substrates unless approved by manufacturer.
1. Use Sika products per their recommendations.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Source Limitations: For repair products, obtain each color, grade, finish, type, and variety of product from single source and from single manufacturer with resources to provide products of consistent quality in appearance and physical properties.
2.2 BONDING AGENTS
A. Epoxy-Modified, Cementitious Bonding and Anticorrosion Agent: Manufactured product that consists of water-insensitive epoxy adhesive, Portland cement, and water-based solution of corrosion-inhibiting chemicals that forms a protective film on steel reinforcement.
B. Epoxy Bonding Agent: ASTM C881/C881M, bonding system Type V and free of VOCs.
C. Latex Bonding Agent, Redispersible: ASTM C1059/C1059M, Type I for use at nonstructural and interior locations unless otherwise indicated.
D. Latex Bonding Agent, Non-Redispersible: ASTM C1059/C1059M, Type II for use at structural and exterior locations and where indicated.
E. Mortar Scrub Coat: Mix consisting of 1 part Portland cement and 1 part fine aggregate complying with ASTM C144 except 100 percent passing a No. 16 sieve.
2.3 PATCHING MORTAR
A. Patching Mortar Requirements:
1. Only use patching mortars that are recommended by manufacturer for each applicable horizontal, vertical, or overhead use orientation.
2. Color and Aggregate Texture: Provide patching mortar and aggregates of colors and sizes necessary to produce patching mortar.
B. Polymer-Modified, Cementitious Patching Mortar: Packaged, dry mix for repair of concrete and that contains a non-redispersible latex additive as either a dry powder or a separate liquid that is added during mixing.
Redlands Regular Meeting of 05-06-2025 1025 of 1455
SECTION 03 01 30
MAINTENANCE OF CAST-IN-PLACE-CONCRETE
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
MAINTENANCE OF CAST-IN-PLACE
CONCRETE
Section 03 01 30
1. Compressive Strength: Not less than 4000 psi at 28 days when tested according to ASTM C109/C109M.
2.4 JOINT FILLER
A. Epoxy Joint Filler: Two-component, semirigid, 100 percent solids, epoxy resin with a Type A Shore durometer hardness of at least 80 according to ASTM D2240.
B. Polyurea Joint Filler: Two-component, semirigid, 100 percent solids, polyurea resin with a Type A Shore durometer hardness of at least 80 according to ASTM D2240.
C. Color: Match nearby surface.
2.5 EPOXY CRACK-INJECTION MATERIALS
A. Epoxy Crack-Injection Adhesive: ASTM C881/C881M, bonding system Type IV at structural locations and where indicated, Type I at other locations; free of VOCs. As identified in the Sika product line included within.
1. Color: Match existing surface.
2.6 CORROSION-INHIBITING MATERIALS
A. Corrosion-Inhibiting Treatment: Waterborne solution of alkaline corrosion-inhibiting chemicals for concrete-surface application that penetrates concrete by diffusion and forms a protective film on steel reinforcement.
2.7 POLYMER-OVERLAY MATERIALS
A. Polymer Overlay: As identified in the Sika product line included within.
2.8 POLYMER-SEALER MATERIALS
A. Epoxy Polymer Sealer: As identified in the Sika product line included within.
B. Consider retaining "Color" Subparagraph below for polymer sealers that are important to Project's appearance.
1. Color: Gray
C. Methacrylate Polymer Sealer: As identified in the Sika product line included within.
1. Color: Gray
2.9 COMPOSITE REINFORCEMENT MATERIALS
A. Composite Structural Reinforcement: Manufacturer's system consisting of glass-fiber reinforcement in the form of preimpregnated sheet and epoxy primers, fillers, adhesives, saturants, and topcoats, designed for use as externally bonded structural reinforcement for concrete.
Redlands Regular Meeting of 05-06-2025 1026 of 1455
SECTION 03 01 30
MAINTENANCE OF CAST-IN-PLACE-CONCRETE
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
MAINTENANCE OF CAST-IN-PLACE
CONCRETE
Section 03 01 30
2.10 MISCELLANEOUS MATERIALS
A. Portland Cement: ASTM C150/C150M, Type I, II, or III unless otherwise indicated.
B. Water: Potable.
2.11 MIXES
A. General: Mix products, in clean containers, according to manufacturer's written instructions.
1. Do not add water, thinners, or additives unless recommended by manufacturer.
2. When practical, use manufacturer's premeasured packages to ensure that materials are mixed in proper proportions. When premeasured packages are not used, measure ingredients using graduated measuring containers; do not estimate quantities or use shovel or trowel as unit of measure.
3. Do not mix more materials than can be used within time limits recommended by manufacturer. Discard materials that have begun to set.
B. Mortar Scrub Coat: Mix dry ingredients with enough water to provide consistency of thick cream.
C. Dry-Pack Mortar: Mix required type(s) of patching-mortar dry ingredients with just enough liquid to form damp cohesive mixture that can be squeezed by hand into a ball but is not plastic.
D. Grout for Use with Preplaced Aggregate: Proportion according to ASTM C938. Add grout fluidifier to mixing water followed by portland cement, pozzolan, and fine aggregate.
PART 3 - EXECUTION
3.1 CONCRETE-MAINTENANCE SPECIALIST
A. Have concrete-maintenance work performed only by qualified concrete-maintenance specialist.
3.2 PREPARATION
A. Ensure that supervisory personnel are on-site and on duty when concrete maintenance work begins and during its progress.
B. Protect persons, motor vehicles, surrounding surfaces of building being repaired, building site, plants, and surrounding buildings from harm resulting from concrete maintenance work.
1. Comply with each product manufacturer's written instructions for protections and precautions. Protect against adverse effects of products and procedures on people and adjacent materials, components, and vegetation.
2. Use only proven protection methods appropriate to each area and surface being protected.
Redlands Regular Meeting of 05-06-2025 1027 of 1455
SECTION 03 01 30
MAINTENANCE OF CAST-IN-PLACE-CONCRETE
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
MAINTENANCE OF CAST-IN-PLACE
CONCRETE
Section 03 01 30
3. Provide temporary barricades, barriers, and directional signage to exclude public from areas where concrete maintenance work is being performed.
4. Erect temporary protective covers over walkways and at points of pedestrian and vehicular entrance and exit that must remain in service during course of concrete maintenance work.
5. Contain dust and debris generated by concrete maintenance work and prevent it from reaching the public or adjacent surfaces.
6. Use water-mist sprinkling and other wet methods to control dust only with adequate, approved procedures and equipment that ensure that such water will not create a hazard or adversely affect other building areas or materials.
7. Protect floors and other surfaces along haul routes from damage, wear, and staining.
8. Protect adjacent surfaces and equipment by covering them with heavy polyethylene film as needed. If practical, remove items, store, and reinstall after potentially damaging operations are complete.
9. Neutralize and collect alkaline and acid wastes for disposal off Owner's property.
10. Dispose of debris and runoff from operations by legal means and in a manner that prevents soil erosion, undermining of paving and foundations, damage to landscaping, and water penetration into building interiors.
C. Existing Drains: Prior to the start of work in an area, test drainage system to ensure that it is functioning properly. Notify Architect immediately of inadequate drainage or blockage. Do not begin work in an area until the drainage system is in working order.
1. Prevent solids such as aggregate or mortar residue from entering the drainage system.
Clean out drains and drain lines that become sluggish or blocked by sand or other materials resulting from concrete maintenance work.
2. Protect drains from pollutants. Block drains or filter out sediments, allowing only clean water to pass.
D. Preparation for Concrete Removal: Examine construction to be repaired to determine best methods to safely and effectively perform concrete maintenance work. Examine adjacent work to determine what protective measures will be necessary. Make explorations, probes, and inquiries as necessary to determine condition of construction to be removed in the course of repair.
1. Verify that affected utilities have been disconnected and capped.
2. Inventory and record the condition of items to be removed for reinstallation or salvage.
3. Provide and maintain shoring, bracing, and temporary structural supports as required to preserve stability and prevent unexpected or uncontrolled movement, settlement, or collapse of construction being demolished and construction and finishes to remain.
Strengthen or add new supports when required during progress of removal work.
Redlands Regular Meeting of 05-06-2025 1028 of 1455
SECTION 03 01 30
MAINTENANCE OF CAST-IN-PLACE-CONCRETE
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
MAINTENANCE OF CAST-IN-PLACE
CONCRETE
Section 03 01 30
E. Reinforcing-Bar Preparation: Remove loose and flaking rust from exposed reinforcing bars by abrasive blast cleaning, needle scaling or wire brushing until only tightly adhered light rust remains.
F. Preparation of Floor Joints for Repair: Saw-cut joints full width to edges and depth of spalls, but not less than 3/4 inch deep. Clean out debris and loose concrete; vacuum or blow clear with compressed air.
G. Surface Preparation for Corrosion-Inhibiting Treatment: Clean concrete to remove dirt, oils, films, and other materials detrimental to treatment application.
1. Use low-pressure water cleaning, detergent scrubbing or sand blasting
2. Allow surface to dry before applying corrosion-inhibiting treatment.
H. Surface Preparation for Overlays:
1. Remove delaminated material and deteriorated concrete surface material.
2. Roughen surface of concrete to produce a surface profile matching CSP 4according to ICRI 310.2.
3. Use shot blasting.
4. Sweep and vacuum roughened surface to remove debris.
5. Use other methods by manufacturers recommendations.
I. Acidic Surface Preparation for Sealers: Acid etch surface of concrete to produce a surface profile matching CSP 1 according to ICRI 310.2. Prepare surface for acid etching by detergent scrubbing to remove oils and films that may prevent acid penetration.
1. Remove excess acid solution, reaction products, and debris by squeegeeing or vacuuming.
2. Scrub surface with an alkaline detergent, rinse, and squeegee or vacuum.
3. Check acidity of surface with pH test paper and continue rinsing until pH is acceptable according to sealer manufacturer's written instructions.
4. When pH is acceptable according to sealer manufacturer's written instructions and surface is clean, vacuum dry.
J. Nonacidic Surface Preparation for Sealers: Clean concrete to remove dirt, oils, films, and other materials detrimental to sealer application.
1. Use shot blasting.
K. Surface Preparation for Composite Structural Reinforcement: Clean concrete where reinforcement and epoxy patching mortar is to be placed by low-pressure water cleaning or detergent scrubbing to remove dirt, oils, films, and other materials detrimental to epoxy patching mortar.
Redlands Regular Meeting of 05-06-2025 1029 of 1455
SECTION 03 01 30
MAINTENANCE OF CAST-IN-PLACE-CONCRETE
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
MAINTENANCE OF CAST-IN-PLACE
CONCRETE
Section 03 01 30
1. Roughen surface of concrete by sand blasting.
2. Remove delaminated material and deteriorated concrete surface material.
3. Sweep and vacuum roughened surface to remove debris.
3.3 APPLICATION OF BONDING AGENT
A. Epoxy-Modified, Cementitious Bonding and Anticorrosion Agent: Apply to reinforcing bars and concrete by stiff brush or hopper spray according to manufacturer's written instructions. Apply to reinforcing bars in two coats, allowing first coat to dry two to three hours before applying second coat. Allow to dry before placing patching mortar or concrete.
B. Epoxy Bonding Agent: Apply to reinforcing bars and concrete by brush, roller, or spray according to manufacturer's written instructions, leaving no pinholes or other uncoated areas. Apply to reinforcing bars in at least two coats, allowing first coat to dry before applying second coat. Place patching mortar or concrete while epoxy is still tacky. If epoxy dries, recoat before placing patching mortar or concrete.
C. Latex Bonding Agent, Type I: Apply to concrete by brush roller or spray. Allow to dry before placing patching mortar or concrete.
D. Latex Bonding Agent, Type II: Mix with Portland cement and scrub into concrete surface according to manufacturer's written instructions. Place patching mortar or concrete while bonding agent is still wet. If bonding agent dries, recoat before placing patching mortar or concrete.
E. Mortar Scrub Coat for Job-Mixed Patching Mortar and Concrete: Dampen repair area and surrounding concrete 6 inches beyond repair area. Remove standing water and apply scrub coat with a brush, scrubbing it into surface and thoroughly coating repair area. If scrub coat dries, recoat before placing patching mortar or concrete.
F. Slurry Coat for Cementitious Patching Mortar: Wet substrate thoroughly and then remove standing water. Scrub a slurry of neat patching mortar mixed with latex bonding agent into substrate, filling pores and voids. Only use on first floor.
3.4 INSTALLATION OF PATCHING MORTAR
A. Place patching mortar as specified in this article unless otherwise recommended in writing by manufacturer or where dry-pack mortar is indicated.
1. Provide forms where necessary to confine patch to required shape.
2. Wet substrate and forms thoroughly and then remove standing water.
B. Pretreatment: Apply specified bonding agent and slurry coat requirement.
C. General Placement: Place patching mortar by troweling toward edges of patch to force intimate contact with edge surfaces. For large patches, fill edges first and then work toward center, always troweling toward edges of patch. At fully exposed reinforcing bars, force patching mortar to fill space behind bars by compacting with trowel from sides of bars.
Redlands Regular Meeting of 05-06-2025 1030 of 1455
SECTION 03 01 30
MAINTENANCE OF CAST-IN-PLACE-CONCRETE
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
MAINTENANCE OF CAST-IN-PLACE
CONCRETE
Section 03 01 30
D. Vertical Patching: Place material in lifts of not more than 1 inch. Do not feather edge.
E. Overhead Patching: Place material in lifts of not more than 2 inches or less. Do not feather edge.
F. Consolidation: After each lift is placed, consolidate material and screed surface.
G. Multiple Lifts: Where multiple lifts are used, score surface of lifts to provide a rough surface for placing subsequent lifts. Allow each lift to reach final set before placing subsequent lifts.
H. Finishing: Allow surfaces of lifts that are to remain exposed to become firm and then finish to a surface matching adjacent concrete
I. Curing: Wet-cure cementitious patching materials, including polymer-modified cementitious patching materials, for not less than seven days by water-fog spray or water-saturated absorptive cover.
3.5 GROUTING PREPLACED AGGREGATE CONCRETE
A. Use grouted preplaced aggregate concrete where indicated for column and wall repairs. Place as specified in this article.
B. Design and construct forms to resist pumping pressure in addition to weight of wet grout. Seal joints and seams in forms and where forms abut existing concrete.
C. Apply epoxy-modified cementitious bonding and anticorrosion agent epoxy bonding agent to reinforcement and concrete substrate.
D. Place aggregate in forms, consolidating aggregate in lifts as it is placed. Pack aggregate into upper areas of forms to achieve intimate contact with concrete surfaces.
E. Fill forms with water to thoroughly dampen aggregate and substrates. Drain water from forms before placing grout.
F. Repair voids with patching mortar and finish to match surrounding concrete.
3.6 FLOOR-JOINT REPAIR
A. Cut out deteriorated concrete and reconstruct sides of joint with patching mortar as indicated on Drawings. Install joint filler in nonmoving floor joints where indicated and as specified in this article. Use this method on ground level only.
B. Depth: Install joint filler to a depth of at least ¾”. Use fine silica sand no more than 1/4 inch deep to close base of joint. Do not use sealant backer rods or compressible fillers below joint filler.
C. Top Surface: Install joint filler so that when cured, it is flush at top surface of adjacent concrete. If necessary, overfill joint and remove excess when filler has cured.
3.7 EPOXY CRACK INJECTION
A. Clean cracks with oil-free compressed air or low-pressure water to remove loose particles.
Redlands Regular Meeting of 05-06-2025 1031 of 1455
SECTION 03 01 30
MAINTENANCE OF CAST-IN-PLACE-CONCRETE
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
MAINTENANCE OF CAST-IN-PLACE
CONCRETE
Section 03 01 30
B. Clean areas to receive capping adhesive of oil, dirt, and other substances that would interfere with bond.
C. Place injection ports as recommended by epoxy manufacturer, spacing no farther apart than thickness of member being injected. Seal injection ports in place with capping adhesive.
D. Seal cracks at exposed surfaces with a ribbon of capping adhesive at least 1/4 inch thick by 1 inch wider than crack.
E. Inject cracks wider than 0.003 inch to a depth of 8 inches.
F. Inject epoxy adhesive, beginning at widest part of crack and working toward narrower parts. Inject adhesive into ports to refusal, capping adjacent ports when they extrude epoxy. Cap injected ports and inject through adjacent ports until crack is filled.
G. After epoxy adhesive has set, remove injection ports and grind surfaces smoothly.
3.8 APPLICATION OF CORROSION-INHIBITING-TREATMENT
A. Apply corrosion-inhibiting treatment to from wall-to-wall or curb-to-curb and from joint-to-joint in the perpendicular direction.
B. Apply by brush, roller, or airless spray in two coats at manufacturer's recommended application rate. Remove film of excess treatment by high-pressure washing before patching treated concrete or applying a sealer or overlay.
3.9 APPLICATION OF POLYMER OVERLAY
A. Apply polymer overlay according to ACI 503.3.
B. Apply to traffic-bearing surfaces, including parking areas and walks.
3.10 APPLICATION OF POLYMER SEALER
A. Apply polymer sealer by brush, roller, or airless spray at manufacturer's recommended application rate.
B. Apply to traffic-bearing surfaces, including parking areas and walks.
3.11 INSTALLATION OF COMPOSITE STRUCTURAL REINFORCEMENT A. Fiber Tow Sheet and Saturant: Unless otherwise recommended by manufacturer, install as follows:
1. Apply epoxy primer using brush or short nap roller to prepared concrete surfaces in areas where composite structural reinforcement will be applied.
2. After primer has set, patch surface defects with epoxy filler and allow to set before beginning reinforcement application.
Redlands Regular Meeting of 05-06-2025 1032 of 1455
SECTION 03 01 30
MAINTENANCE OF CAST-IN-PLACE-CONCRETE
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
MAINTENANCE OF CAST-IN-PLACE
CONCRETE
Section 03 01 30
3. Apply epoxy saturant to fiber tow sheet using roller. Apply fiber tow sheet to primed and patched surface while saturant is still wet, using pressure roller to remove air pockets.
Remove paper backing from fiber tow sheet and apply additional epoxy to fully saturate tow sheet.
4. Apply additional layers using same procedure, fully saturating each layer with epoxy.
5. After saturant has cured, apply protective topcoat by roller.
B. Preimpregnated Fiber Sheet: Unless otherwise recommended by manufacturer, install as follows:
1. Patch surface defects with epoxy mortar and allow to set before beginning reinforcement application.
2. Apply epoxy adhesive to a thickness of 1/16 inch (1.6 mm) to prepared concrete surfaces.
3. Clean fiber sheet with acetone or other suitable solvent, and apply epoxy adhesive to a thickness of 1/16 inch (1.6 mm).
4. Apply adhesive-coated fiber sheet to adhesive-coated concrete and roll with a hard rubber roller until fiber sheet is fully embedded in adhesive, air pockets are removed, and adhesive is forced out from beneath fiber sheet at edges.
5. Apply additional layers using same procedure.
3.12 CONCRETE SPALL REPAIR OUTLINE
A. Conduct a detailed survey and hammer sounding to identify unsound areas and their extent.
B. Mechanically remove all deteriorated unsound concrete. Remove concrete to expose un-corroded reinforcement. Remove concrete from behind the reinforcement a min. of ¾”. Saw cut the perimeter of the demolition to define the extent of the repair and create a working edge.
Rectangular geometries and ½” deep sawcuts are preferred provided this does not cause damage to embedded reinforcement. The area within the repair should be prepared to achieve an ICRI concrete surface profile equivalent to or greater than CSP 5. (Refer to ICRI Guidelines 03730 & 03732).
C. Mechanically clean the exposed reinforcement to remove all corrosion (SSPC 3 min.). Where section loss of reinforcement appears excessive (>20%), consult with project engineer for direction regarding need for replacement or supplemental reinforcement.
D. Coat prepared reinforcement with Armatec 110 corrosion inhibiting primer. Apply in two coats at 20 mils/coat. Allow to dry before proceeding.
E. Fill voids with SikaTop Plus repair mortars with integral corrosion inhibitor. Use: SikaTop 111 Plus (or Sikacrete 211 SCC Plus – requires CSP 7) for forming and pouring applications; SikaTop 122 Plus for horizontal trowel applications; and SikaTop 123 Plus for vertical or overhead applications.
F. Apply products per the recommendations and limitation found in the most current technical product data sheets which can be accessed at www.usa.sika.com.
Redlands Regular Meeting of 05-06-2025 1033 of 1455
SECTION 03 01 30
MAINTENANCE OF CAST-IN-PLACE-CONCRETE
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
MAINTENANCE OF CAST-IN-PLACE
CONCRETE
Section 03 01 30
3.13 FIELD QUALITY CONTROL
A. Testing Agency: Engage a qualified testing agency to perform tests and inspections.
B. Perform the following tests and inspections:
1. Grout for Preplaced Aggregate: Tested for compressive strength according to ASTM C942. a. Testing Frequency: One sample for each 1 cu. yd. of grout or fraction thereof, but not less than one sample for each day's work.
2. Joint Filler: Core-drilled samples to verify proper installation. a. Testing Frequency: One sample for each 25 feet of joint filled. b. Where samples are taken, refill holes with joint filler.
3. Epoxy Crack Injection: Core-drilled samples to verify proper installation. a. Testing Frequency: Per manufacturer’s recommendations. b. Where samples are taken, refill holes with epoxy mortar.
C. Product will be considered defective if it does not pass tests and inspections.
D. Prepare test and inspection reports.
E. Manufacturers Field Service: Engage manufacturers' factory-authorized service representatives for consultation and Project-site inspection and to provide on-site assistance when requested by Architect.
1. Have manufacturers' factory-authorized service representatives perform the following number of Project-site inspections to observe progress and quality of the Work, distributed over the period of product installation, regardless of on-site assistance requested by Architect:
a. Bonding-Agent and Packaged Patching-Mortar Installation: two inspections. b. Joint-Filler Installation: Two inspections.
c. Crack-Injection-Adhesive Preparation and Installation: Four inspections. d. Corrosion-Inhibiting Treatment: one inspection.
e. Polymer Overlay: Two inspections.
f. Polymer Sealer: Two inspections.
g. Composite-Structural-Reinforcement: Three inspections.
END OF SECTION
Redlands Regular Meeting of 05-06-2025 1034 of 1455
SECTION 03 93 00
EPOXY-INJECTED CRACK REPAIR
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
EPOXY-INJECTED CRACK REPAIR
Section 03 93 00
SECTION 03 93 00 - CONCRETE REHABILITATION - EPOXY-INJECTED CRACK REPAIR PART 1 - GENERAL
1.1 SUMMARY
A. This specification describes the pressure injection of cracks with an epoxy resin adhesive.
1.2 QUALITY ASSURANCE
A. Manufacturing qualifications: The manufacturer of the specified product shall be ISO 9001/9002 certified and have in existence a recognized ongoing quality assurance program independently audited on a regular basis.
B. Contractor qualifications: Contractor shall be qualified in the field of concrete repair and protection with a successful track record of 5 years or more. Contractor shall maintain qualified personnel who have received product training by a manufacturer's representative.
C. Install materials in accordance with all safety and weather conditions required by the manufacturer, or as modified by applicable rules and regulations of local, state and federal authorities having jurisdiction.
Consult Material Safety Data Sheets for complete handling recommendations.
1.3 DELIVERY, STORAGE, AND HANDLING
A. All materials must be delivered in original, unopened containers with the manufacturer's name, labels, product identification, and batch numbers. Damaged material must be removed from the site immediately.
B. Store all materials off the ground and protect from rain, freezing or excessive heat until ready for use.
C. Condition the specified product as recommended by the manufacturer.
1.4 JOB CONDITIONS
A. Environmental Conditions: Do not apply material if it is raining or snowing or if such conditions appear to be imminent. Minimum application temperature 40ºF (5ºC) and rising.
B. Protection: Precautions should be taken to avoid damage to any surface near the work zone due to mixing and handling of the specified product.
1.5 SUBMITTALS
A. Submit two copies of manufacturer's literature, to include: Product Data Sheets, and appropriate Material Safety Data Sheets (MSDS).
1.6 WARRANTY
A. Provide a written warranty from the manufacturer against defects of materials for a period of one (1) year, beginning with date of substantial completion of the project.
Redlands Regular Meeting of 05-06-2025 1035 of 1455
SECTION 03 93 00
EPOXY-INJECTED CRACK REPAIR
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
EPOXY-INJECTED CRACK REPAIR
Section 03 93 00
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Sikadur 35 Hi-Mod LV, as manufactured by Sika Corporation, 1682 Marion Williamsport Road, Marion, Ohio 43302 is considered to conform to the requirements of this specification.
B. Sikadur 31 Hi-Mod Gel, as manufactured by Sika Corporation, 1682 Marion Williamsport Road, Marion, Ohio 43302 is considered to conform to the requirements of this specification
2.2 MATERIALS
A. Epoxy resin adhesive for pressure injection of cracks shall be Sikadur 35 Hi-Mod LV:
1. Component “A” shall be a modified epoxy resin of the diglycidiether bisphenol A Type or containing suitable viscosity control agents. It shall not contain butyl glycidyl ether.
2. Component “B” shall be primarily a reaction product of a selected amine blend with an epoxy resin of the diglycidiether bisphenol A Type containing suitable viscosity control agents, pigments, and accelerators.
3. The ratio of component A: componet B shall be 2:1 by volume
4. The material shall not contain asbestos.
B. Epoxy resin adhesive for sealing of cracks & porting devices shall be Sikadur 31 Hi-Mod Gel.:
1. Component “A” shall be a modified epoxy resin of the diglycidiether bisphenol A Type or containing suitable viscosity control agents. It shall not contain butyl glycidyl ether.
2. Component “B” shall be primarily a reaction product of a selected amine blend with an epoxy resin of the diglycidiether bisphenol A type containing suitable viscosity control agents, pigments, and accelerators.
5. The ratio of Component A: Componet B shall be 1:1 by volume
6. The material shall not contain asbestos.
C. Porting devices as required for either manual or automated application. Porting devices for automated application shall be supplied from maufacturer of the pressure injection equipment.
2.3 PERFORMANCE CRITERIA
A. Properties of the mixed epoxy resin adhesive used for the pressure injection grouting::
1. Pot Life: min. 25 minutes (60 gram mass) @ 73° F
2. Tack-FreeTime: 90oF (32oC) 1.5 to 2 hours
75oF (24oC) 3 to 3.5 hours
40oF (5oC) 14-16 hours
3. Viscosity: Approx. 375 cps.
4. Color: Clear, Amber
B. Properties of the cured epoxy resin adhesive used for pressure injection of grout:
1. Compressive Strength (ASTM D-695) .min.
a 3 day: 10,000 psi (69.9 MPa)
b. 7 day: 11,000 psi (75.8 MPa)
c. 28 day: 13,000 psi (89.6 MPa)
Redlands Regular Meeting of 05-06-2025 1036 of 1455
SECTION 03 93 00
EPOXY-INJECTED CRACK REPAIR
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
EPOXY-INJECTED CRACK REPAIR
Section 03 93 00
Compressive Modulus, Psi : min.
a. 7 day 320,000 psi (2,200 Mpa)
2. Shear Strength (ASTM D-732)
a. 14 day: 5,100 psi (35 MPa)
3. Flexural Strength (ASTM D-790) min.
a. 14 day: 14,000 psi (97 MPa
Tangent Modulus of Elasticity in Bending min.
b. 14 day: 370,000 psi (2,600 Mpa)
4. Bond Strength (ASTM C-882)
14 days (moist cure) min.
a. Hardened Concrete to Hardened Concrete: 2,900 psi (15 Mpa)
5. Water Absorption (ASTM D-570) max.
a. 24 hour 0.90%
6. Tensile properties (ASTM D-638) min.
a. 7 day Tensile Strength 8,900 psi (61 Mpa)
Elongation at Break 5.4%
b. 14 day Modulus of Elasticity 4.1 x 105 psi (2,800 Mpa) C. Properties of the mixed epoxy resin adhesive used for sealing of cracks & porting devices::
1. Pot Life: min. 60 minutes (500 gram mass) @ 73° F
2. Tack-FreeTime: @73
oF(23oC) 1.5 – 2.5 hours @ 30 mils thick
Consistency: Non-Sag paste
3. Color: Concrete Gray
D. Properties of the cured epoxy resin adhesive used for sealing of cracks & porting devices:
1. Compressive Strength (ASTM D-695) .min. @ 73F
a 1 day: 13,000 psi (89.6 MPa)
b. 3 day: 14,000 psi (96.5 MPa)
c. 28 day: 16,000 psi (110.3 MPa)
Compressive Modulus, Psi : min.
a. 7 day 795,000 psi (5,485 Mpa)
2. Shear Strength (ASTM D-732)
a. 14 day: 4,600 psi (31.7 MPa)
3. Flexural Strength (ASTM D-790) min.
a. 14 day: 6,100 psi (42 MPa)
Tangent Modulus of Elasticity in Bending .min.
b. 14 day: 1.67 x 106 psi (11,520 MPa)
4. Bond Strength (ASTM C-882)
14 day (moist cure) min.
a. Hardened Concrete to Hardened Concrete 2,900 psi (20 Mpa)
5. Water Absorption (ASTM D-570) max.
a. 24 hour 0.79%
Redlands Regular Meeting of 05-06-2025 1037 of 1455
SECTION 03 93 00
EPOXY-INJECTED CRACK REPAIR
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
EPOXY-INJECTED CRACK REPAIR
Section 03 93 00
6.Tensile properties (ASTM D-638) min.
a. 7 day Tensile Strength 3,300 psi (22.7 Mpa)
Elongation at Break 0.9%
Note: Tests above were performed with material & curing conditions at 73F & 45-55% relative humidity.
PART 3 - EXECUTION
3.1 MIXING AND APPLICATION
A. Mixing the epoxy resin adhesive for sealing the cracks & porting devices: Premix each component.
Proportion equal parts by volume of Component “A” and Component “B” into a clean, dry mixing pail. Mix thoroughly for 3 minutes with a jiffy paddle on a low-speed (400-600 rpm) drill. Mix only that quantity of material that can be used within its potlife (60 minutes @ 73F).
B. Mixing of the epoxy resin adhesive used for the pressure injection grouting:
1. Manual: Proportion two parts by volume of Component “A” to one part Component “B” into a clean, dry mixing pail. Mix thoroughly for 3 minutes with a jiffy paddle on a low-speed (400-600 rpm) drill. Mix only that quantity of material thatcan be used within its potlife (20-30 minutes 73F).
C. Placement procedure:
1. The epoxy resin adhesive for sealing the cracks & porting device: Set the porting devices as required by the epuipment manufacturer. Spacing of the porting devices shall be accomplished as required to achieve the travel of the epoxy resin for the pressure injection grouting between ports and fill the cracks to the maximum. On structures open on both sides, provide porting devices on opposite sides at staggered elevations. Apply the mixed epoxy resin adhesive for sealing over cracks and around each porting device to provide an adequate seal to prevent the escape of the epoxy resin adhesive for the injection grouting. Where required by the Engineer, apply the epoxy resin adhesive for sealing in such a manner that minimal defacing or discoloration of the substrate shall result.
2. The epoxy resin adhesive for the pressure injection grouting:
Manual: Load the mixed epoxy resin adhesive for grouting into a disposable caulking cartridge or bulk-loading caulking gun. Inject the prepared cracks with a consant pressure in order to achieve maximum filling & penetration without the inclusion of air pockets or voids in the epoxy resin adhesive. Begin the pressure injection at the widest part of the crack being injected and continue until there is the appearance of epoxy resin adhesive at an adjacent port, thus indicating travel.
When travel is indicated, to discontinue or continue the pressure injection from that port should be made by the contractor based on his experience, with the approval of the Engineer. Continue procedure until pressure injectable cracks has been filled.
Automated: Dispense the epoxy resin adhesive for grouting under constant pressure in accordance with prcedures recommended by the equipment manufacturerer as required to achieve maximum filling and penetration of the prepared cracks without the inclusion of air pockets or voids in the epoxy resin adhesive. The pressure injection of single or multiple ports, by use of a manifold system, is possible. This decision should be made by the contractor, with the approval of the Engineer. Continue the approved procedure until all pressure injectable cracks have been filled.
D. If penetration of any cracks is impossible, consult the Engineer before discontinuing the injection procedure. If modification of the proposed procedure is required to fill the cracks, submit said modification in writing to the Engineer for acceptance prior to proceeding.
E. Adhere to all limitations and cautions for the epoxy resin adhesive in the manufacturers current printed literature.
Redlands Regular Meeting of 05-06-2025 1038 of 1455
SECTION 03 93 00
EPOXY-INJECTED CRACK REPAIR
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
EPOXY-INJECTED CRACK REPAIR
Section 03 93 00
3.2 CLEANING
A. After the epoxy resin adhesive for grouting has cured, the epoxy resin adhesive for sealing cracks and porting devices shall be removed as required by the Engineer. Clean the substrate in a manner to produce a finish appearance acceptable to the Owner.
B. The uncured epoxy resin adhesive can be cleaned from tools with approved solvent. The cured epoxy resin adhesive can only be removed mechanically.
C. Leave finished work and work area in a neat, clean condition without evidence of spillovers onto adjacent areas.
SC001
1. Set porting devices over cracks.
Sikadur 35, Hi-Mod LV
Crack Filler
Sikadur 31, Hi-Mod Gel
Cap Seal
1 2
4 Redlands Regular Meeting of 05-06-2025 1039 of 1455
SECTION 03 93 00
EPOXY-INJECTED CRACK REPAIR
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
EPOXY-INJECTED CRACK REPAIR
Section 03 93 00
2. Place mixed Sikadur 31, Hi-Mod Gel epoxy resin adhesive over cracks and around each injection port a minimum of 1" wide by a ¼" thick.
3. Allow sufficient time for epoxy resin adhesive cap seal to set before injecting.
4. When the cap seal has cured, inject Sikadur 35, Hi-Mod LV with steady pressure.
5. Use automated injection equipment or manual method.
END OF SECTION
Redlands Regular Meeting of 05-06-2025 1040 of 1455
SECTION 05 50 00
METAL FABRICATION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
METAL FABRICATION
Section 05 50 00
SECTION 05 50 00 - METAL FABRICATIONS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Headache Bar and supporting steel.
2. Metal bollards.
3. Pipe downspout and metal gutters.
4. Metal railing around floor openings
1.2 COORDINATION
A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint and coating manufacturers' written instructions to ensure that shop primers and topcoats are compatible with one another.
B. Coordinate installation of metal fabrications that are anchored to or that receive other work.
Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation.
1.3 ACTION SUBMITTALS
A. Product Data: For the following:
1. Fasteners.
2. Shop primers.
3. Metal bollards.
4. Pipe and downspout guards.
B. Shop Drawings: Show fabrication and installation details. Include information to visualize the fabrication of the product. Provide Shop Drawings for the following:
1. Headache bar
1.4 QUALITY ASSURANCE
A. Welding Qualifications: Qualify procedures and personnel in accordance with the following welding codes:
1. AWS D1.1/D1.1M, "Structural Welding Code - Steel."
Redlands Regular Meeting of 05-06-2025 1041 of 1455
SECTION 05 50 00
METAL FABRICATION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
METAL FABRICATION
Section 05 50 00
1.5 FIELD CONDITIONS
A. Field Measurements: Verify actual locations of walls, floor slabs, decks, and other construction contiguous with metal fabrications by field measurements before fabrication.
1.6 METALS
A. Metal Surfaces, General: Provide materials with smooth, flat surfaces unless otherwise indicated.
For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names, or blemishes.
B. Steel Tubing: ASTM A500/A500M, cold-formed steel tubing.
C. Steel Pipe: ASTM A53/A53M, Standard Weight (Schedule 40) unless otherwise indicated.
1.7 FASTENERS
A. General: Unless otherwise indicated, provide Type 304 stainless steel fasteners for exterior use and zinc-plated fasteners with coating complying with ASTM B633 or ASTM F1941/F1941M, Class Fe/Zn 5, at exterior walls. Select fasteners for type, grade, and class required.
1. Provide stainless steel fasteners for fastening for above mentioned items.
B. Cast-in-Place Anchors in Concrete: Either threaded or wedge type unless otherwise indicated; galvanized ferrous castings, either ASTM A47/A47M malleable iron or ASTM A27/A27M cast steel. Provide bolts, washers, and shims as needed, all hot-dip galvanized per ASTM F2329/F2329M.
C. Post-Installed Anchors: Torque-controlled expansion anchors.
1.8 METAL BOLLARDS
A. Fabricate metal bollards from Schedule 40 steel pipe steel shapes, as indicated.
1. Cap bollards with concrete.
a. Paint per 09 91 13
1.9 PIPE AND DOWNSPOUT
A. Fabricate pipe downspout and gutters from details on plans.
B. Galvanize and prime steel pipe downspout.
1.10 METAL RAILINGS
A. Guardrails per details on the plans.
1.11 REPAIRS
A. Touchup Painting:
Redlands Regular Meeting of 05-06-2025 1042 of 1455
SECTION 05 50 00
METAL FABRICATION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
METAL FABRICATION
Section 05 50 00
1. Immediately after erection, clean field welds, bolted connections, and abraded areas. Paint uncoated and abraded areas with same material as used for shop painting to comply with SSPC-PA 1 for touching up shop-painted surfaces.
a. Apply by brush or spray to provide a minimum 2.0-mil dry film thickness.
2. Cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint are specified in Section 09 91 13 "Exterior Painting." B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair galvanizing to comply with ASTM A780/A780M.
END OF SECTION
Redlands Regular Meeting of 05-06-2025 1043 of 1455
SECTION 05 50 00
METAL FABRICATION
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
METAL FABRICATION
Section 05 50 00
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Redlands Regular Meeting of 05-06-2025 1044 of 1455
SECTION 07 16 13
POLYMER MODIFIED CEMENT WATERPROOFING
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
POLYMER MODIFIED CEMENT
Section 07 16 13
SECTION 07 16 13 - POLYMER MODIFIED CEMENT WATERPROOFING PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Prepackaged, polymer-modified cement waterproofing.
2. Field-mixed, polymer-modified cement waterproofing.
B. Related Requirements:
1. Section 07 16 14 – Elastomeric Wear and Top Coat, for top coat application.
1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. Include construction details, material descriptions, and installation instructions.
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Applicator.
B. Product Certificates: For each type of waterproofing, patching, and plugging material.
C. Product Test Reports: For each product formulation, for tests performed by the manufacturer and witnessed by a qualified testing agency.
D. Field quality-control reports.
1.5 QUALITY ASSURANCE
A. Applicator Qualifications: A firm experienced in applying polymer-modified cement waterproofing similar in material, design, and extent to that indicated for this Project, whose work has resulted in applications with a record of successful in-service performance, and that employs workers trained and approved by manufacturer.
1.6 FIELD CONDITIONS
A. Weather Limitations: Proceed with application only when existing and forecasted weather conditions permit polymer-modified cement waterproofing to be performed according to manufacturer's written instructions.
B. Proceed with waterproofing work only after pipe sleeves, vents, curbs, inserts, drains, and other projections through the substrate to be waterproofed have been completed. Proceed only after Redlands Regular Meeting of 05-06-2025 1045 of 1455
SECTION 07 16 13
POLYMER MODIFIED CEMENT WATERPROOFING
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
POLYMER MODIFIED CEMENT
Section 07 16 13
substrate defects, including honeycombs, voids, and cracks, have been repaired to provide a sound substrate free of forming materials, including reveal inserts.
C. Ambient Conditions: Proceed with waterproofing work only if temperature is maintained at 40 deg F or above during work and cure period, and space is well ventilated and kept free of water.
PART 2 - PRODUCTS
2.1 Sikalastic – 710 Base Lo-VOC
A. Properties
1. Color: Gray
2. Coverage: 100 sf/gal. at 16 wet mils (14 DFT) 61 sf/gal. at 26 wet mils (23 DFT) Coverage rates provided are intended to achieve required wet film thickness under optimal conditions. Additional material may be required depending on substrate surface roughness and porosity, material and substrate temperatures, and other site-dependent factors. This will result in a lower coverage rate.
2.2 ACCESSORY MATERIALS
A. Patching Compound: Factory-premixed cementitious repair mortar, crack filler, or sealant recommended by waterproofing manufacturer for filling and patching tie holes, honeycombs, reveals, and other imperfections and compatible with substrate and other materials indicated.
B. Plugging Compound: Factory-premixed cementitious compound with hydrophobic properties and recommended by waterproofing manufacturer; resistant to water and moisture but vapor permeable for all standard applications (vertical, overhead, and horizontal surfaces not exposed to vehicular traffic); and compatible with substrate and other materials indicated.
C. Portland Cement: ASTM C150/C150M, Type I.
D. Slurry-Coat and Protective-Topping Sand: ASTM C144.
E. Trowel-Coat Sand: ASTM C33/C33M, fine aggregate.
F. Protective-Topping Sand: ASTM C144.
Redlands Regular Meeting of 05-06-2025 1046 of 1455
SECTION 07 16 13
POLYMER MODIFIED CEMENT WATERPROOFING
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
POLYMER MODIFIED CEMENT
Section 07 16 13
G. Polymer Admixture for Protective Topping: Polymer bonding agent and admixture designed to improve adhesion to prepared substrates and to not create a vapor barrier.
H. Primer Coat: Sikalastic® 100 VB - For concrete with a maximum moisture content of 5% by eight, apply Sikalastic® 100 VB with a flat squeegee or roller at approximately 160 sf/gal. For concrete decks with a maximum moisture content of 6% by weight or applications, apply two applications of Sikalastic® 100VB with a flat squeegee or phenolic resin roller at approximately 160 sf/gal per application. Work primer well into the substrate to ensure adequate penetration and sealing and puddles are avoided. For applications as a moisture barrier and additonal infomation refer to seperate primer data sheet.
I. Water: Potable.
J. Detail for Cracks
1. For cracks less than 1/16” width: Apply a 23 mil detail coat of Sikalastic®-710 Base LoVOC, extending 2” on either side and centered over the crack.
2. For cracks 1/16” width or greater and less than 1” width: Must be routed to at least ¼” by ¼”, and sealed with an appropriate Sikaflex® sealant, installed per sealant Product Data Sheet, and coated with a 23 mil detail coat of Sikalastic®-710 Base Lo-VOC, extending 2” on either side and centered over the crack. Non-moving cracks can be filled with compatabile rigid repair materials.
3. For joints 1/16” or greater and up to 1” width: Joints should be sealed with the appropriate Sikaflex® sealant, installed per sealant Product Data Sheet, and coated with a 23 mil detail coat of Sikalastic®-710 Base Lo-VOC, extending 2” on either side and centered over the crack.
4. For joints greater than 1” width: Should be treated as expansion joints and brought up through the system and/or use Emseal Expansion Joint. For additional questions please contact Sika Technical Services.
5. Fabric Reinforcement: An optional 3” or 6” wide Sikalastic Flexitape Heavy fabric strip may be embedded within the base coat. Flexitape width shall be chosen such that a minimum of 1” tape is embedded on either side of the crack/joint. Apply additional coating as required to fully embed the Flexitape in the coating.
6. Panelized Joints: Panelized joints that are restrained across the joint and without differential movement may be sealed and the deck coating, including detail coat, applied over the joint.
2.3 MIXES
A. Prepackaged, Polymer-Modified Cement Waterproofing: Add prepackaged dry ingredients to mixing liquid according to manufacturer's written instructions. Mix together with mechanical mixer or by hand to required consistency.
B. Field-Mixed, Polymer-Modified Cement Waterproofing: Add polymer admixture to portland cement and sand according to manufacturer's written instructions. Blend together with mechanical mixer or by hand to required consistency.
Redlands Regular Meeting of 05-06-2025 1047 of 1455
SECTION 07 16 13
POLYMER MODIFIED CEMENT WATERPROOFING
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
POLYMER MODIFIED CEMENT
Section 07 16 13
C. Protective Topping: Measure, batch, and mix portland cement and sand in the proportion of 1:3 and water gaged with a polymer admixture. Blend together with mechanical mixer to required consistency.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Applicator present, for suitable conditions where waterproofing is to be applied.
B. Proceed with application only after unsatisfactory conditions have been corrected.
C. Notify Architect in writing of active leaks or defects that would affect system performance.
3.2 PREPARATION
A. Comply with manufacturer's written instructions.
B. Protect other work from damage caused by cleaning, preparation, and application of waterproofing. Provide temporary enclosure to ensure adequate ambient temperatures and ventilation conditions for application.
C. Do not allow waterproofing, patching, and plugging materials to enter reveals or annular spaces intended for resilient sealants or gaskets, such as joint spaces between pipes and pipe sleeves.
D. Stop active water leaks with plugging compound.
E. Repair damaged or unsatisfactory substrate with patching compound.
1. At holes and cracks 1/16 inch wide or larger in substrate, remove loosened chips and cut reveal with sides perpendicular to surface, not tapered, and minimum 1 inch deep. Fill reveal with patching compound flush with surface.
F. Surface Preparation: Surface must be clean, dry, and sound with an open texture. Remove dust, laitance, grease, curing compounds, bond inhibiting impregnations, waxes, and any other contaminants. All projections, rough spots, etc. should be dressed off to achieve a level surface prior to the application. Unvented metal pan decks or decks containing a between-slab membrane require further technical evaluation and priming with a moisture-tolerant primer - contact Sika regarding recommendations.
G. Concrete - Should be cleaned and prepared to achieve a laitance and contaminant free, open textured surface by blast cleaning or equivalent mechanical means (CSP 3-4 per ICRI guidelines).Final Coat Finish: Smooth troweled.
H. Application - Apply at the recommended coverage rate using a notched squeegee or trowel, and backroll using a phenolic resin core roller. Extend base coat over entire area including previously detailed cracks and joints. Allow coating to cure a minimum of 16 hours at 70 °F and 50 % RH or until tack fee before top coating. Acclerated Sikalastic®-710 Base Lo-VOC will cure in 6-8 hours.
I. Removal - Remove liquid coating immediately with dry cloth. Once cured, coating can only be removed by mechanical means.
Redlands Regular Meeting of 05-06-2025 1048 of 1455
SECTION 07 16 13
POLYMER MODIFIED CEMENT WATERPROOFING
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
POLYMER MODIFIED CEMENT
Section 07 16 13
J. Curing:
1. Cure waterproofing for not less than five days immediately after application and prior to being placed in service.
2. Moist-cure waterproofing for not less than three days immediately after application has set, followed by air drying prior to being placed in service unless otherwise recommended in writing by manufacturer.
K. Manufacturer's Field Service: Engage a factory-authorized service representative to test and inspect completed application of waterproofing.
L. Prepare test and inspection reports.
END OF SECTION
Redlands Regular Meeting of 05-06-2025 1049 of 1455
SECTION 07 16 13
POLYMER MODIFIED CEMENT WATERPROOFING
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
POLYMER MODIFIED CEMENT
Section 07 16 13
THIS PAGE INTENTIONALLY LEFT BLANK
Redlands Regular Meeting of 05-06-2025 1050 of 1455
SECTION 07 16 14
ELASTOMERIC WEAR AND TOP COAT
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
ELASTIMERIC WEAR AND TOP COAT
Section 07 16 14
SECTION 07 16 14 – ELASTOMERIC WEAR AND TOP COAT
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Wear and Top Coat for upper parking level
B. Related Requirements:
1. Section 07 16 13 – “Polymer modified cement waterproofing” for the base coat of the upper level parking deck,
1.2 PREINSTALLATION MEETINGS
A. Preinstallation Conference: Conduct conference at Project site.
1.3 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. Include construction details, material descriptions, and installation instructions.
1.4 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Applicator.
B. Product Certificates: For each type of waterproofing, patching, and plugging material.
C. Product Test Reports: For each product formulation, for tests performed by the manufacturer and witnessed by a qualified testing agency.
D. Field quality-control reports.
1.5 QUALITY ASSURANCE
A. Applicator Qualifications: A firm experienced in applying polymer-modified cement waterproofing similar in material, design, and extent to that indicated for this Project, whose work has resulted in applications with a record of successful in-service performance, and that employs workers trained and approved by manufacturer.
B. Mock-up Required: Provide a 4’x4’ Mock up to test color and slip resistance. Mock-up can be part of the final product.
1.6 FIELD CONDITIONS
A. Weather Limitations: Proceed with application only when existing and forecasted weather conditions permit polymer-modified cement waterproofing to be performed according to manufacturer's written instructions.
Redlands Regular Meeting of 05-06-2025 1051 of 1455
SECTION 07 16 14
ELASTOMERIC WEAR AND TOP COAT
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
ELASTIMERIC WEAR AND TOP COAT
Section 07 16 14
B. Proceed with waterproofing work only after pipe sleeves, vents, curbs, inserts, drains, and other projections through the substrate to be waterproofed have been completed. Proceed only after substrate defects, including honeycombs, voids, and cracks, have been repaired to provide a sound substrate free of forming materials, including reveal inserts.
C. Ambient Conditions: Proceed with waterproofing work only if temperature is maintained at 40 deg F or above during work and cure period, and space is well ventilated and kept free of water.
PART 2 - PRODUCTS
2.1 Sikalastic – 715 Top Lo-VOC for wear and top coat.
A. Properties
B. Color: Gray
C. Coverage: 100 sf/gal. at 16 wet mils (14 dry mils) Coverage rates provided are intended to achieve required wet film thickness under optimal conditions. Additional material may be required depending on substrate surface roughness and porosity, material and substrate temperatures, and other site-dependent factors. This will result in a lower coverage rate.
2.2 ACCESSORY MATERIALS
A. Patching Compound: Factory-premixed cementitious repair mortar, crack filler, or sealant recommended by waterproofing manufacturer for filling and patching tie holes, honeycombs, reveals, and other imperfections and compatible with substrate and other materials indicated.
B. Sand for slip resistance surface. Follow the requirements for the American with Disabilities Act.
At minimum provide a Static coefficient of 0.6 for floors, steps and 0.8 for ramps and slopes.
Provide a Dynamic coefficient of friction a minimum of 0.42 for level surfaces and 0.8 for ramps and slopes.
C. Base Coat: Sikalastic 710
Redlands Regular Meeting of 05-06-2025 1052 of 1455
SECTION 07 16 14
ELASTOMERIC WEAR AND TOP COAT
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
ELASTIMERIC WEAR AND TOP COAT
Section 07 16 14
2.3 MIXES
A. Per manufacturer recommendations
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Applicator present, for suitable conditions where waterproofing is to be applied.
B. Proceed with application only after unsatisfactory conditions have been corrected.
C. Notify Architect in writing of active leaks or defects that would affect system performance.
3.2 PREPARATION
A. Comply with manufacturer's written instructions.
B. Protect other work from damage caused by cleaning, preparation, and application of waterproofing. Provide temporary enclosure to ensure adequate ambient temperatures and ventilation conditions for application.
C. Do not allow waterproofing, patching, and plugging materials to enter reveals or annular spaces intended for resilient sealants or gaskets, such as joint spaces between pipes and pipe sleeves.
D. Stop active water leaks with plugging compound.
E. Repair damaged or unsatisfactory substrate with patching compound.
1. At holes and cracks 1/16 inch wide or larger in substrate, remove loosened chips and cut reveal with sides perpendicular to surface, not tapered, and minimum 1 inch deep. Fill reveal with patching compound flush with surface.
F. Surface Preparation: Surface must be clean, dry, and sound with an open texture. Remove dust, laitance, grease, curing compounds, bond inhibiting impregnations, waxes, and any other contaminants. All projections, rough spots, etc. should be dressed off to achieve a level surface prior to the application. Unvented metal pan decks or decks containing a between-slab membrane require further technical evaluation and priming with a moisture-tolerant primer - contact Sika regarding recommendations.
G. Cracks - Cracks or ruptures which develop in the structure after the waterproofing traffic system was installed will not be bridged by the waterproofing traffic system and need to be repaired according to the recommended standard crack treatment details per this PDS.
H. Application - Apply at the recommended coverage rate (see appropriate System Guide) using a notched squeegee or trowel, and backroll using a phenolic resin core roller. Apply aggregate evenly distributed at the appropriate rate immediately into wet coating and backroll if required (see appropriate System Guide). Allow coating to cure a minimum of 16 hours at 70 °F and 50 % RH or until tack fee between coats. Allow coating to cure for a minimum of 72 hours before opening to vehicular traffic or installing separate wear course.Removal - Remove liquid coating immediately with dry cloth. Once cured, coating can only be removed by mechanical means.
Redlands Regular Meeting of 05-06-2025 1053 of 1455
SECTION 07 16 14
ELASTOMERIC WEAR AND TOP COAT
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
ELASTIMERIC WEAR AND TOP COAT
Section 07 16 14
I. Curing:
1. Cure waterproofing for not less than five days immediately after application and prior to being placed in service.
2. Moist-cure waterproofing for not less than three days immediately after application has set, followed by air drying prior to being placed in service unless otherwise recommended in writing by manufacturer.
J. Manufacturer's Field Service: Engage a factory-authorized service representative to test and inspect completed application of waterproofing.
K. Prepare test and inspection reports.
END OF SECTION
Redlands Regular Meeting of 05-06-2025 1054 of 1455
SECTION 07 18 00
TRAFFIC COATINGS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
TRAFFIC COATINGS
Section 07 18 00
SECTION 07 18 00 - TRAFFIC COATINGS
PART 1 - GENERAL
1.2 SUMMARY
A. Section includes and pavement markings for the following applications:
1. Vehicular traffic.
B. Related Requirements:
1. Section 07 16 14 Elastomeric Wear and Top Coat, for top coat application.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
1. Use Sherwin Williams Hotline TM2153 or Sherwin Williams Setfast TM 227 on top of the Sikalastic Top coats.
1.3 INFORMATIONAL SUBMITTALS
A. Qualification Data: For Installer.
1.4 QUALITY ASSURANCE
A. Installer Qualifications: An entity that employs installers and supervisors who are trained and approved by manufacturer.
1.5 FIELD CONDITIONS
A. Environmental Limitations: Apply traffic coatings within the range of ambient and substrate temperatures recommended in writing by manufacturer. Do not apply traffic coatings to damp or wet substrates, when temperatures are below 40 deg F (5 deg C), when relative humidity exceeds 85 percent, or when temperatures are less than 5 deg F (3 deg C) above dew point.
1. Do not apply traffic coatings in snow, rain, fog, or mist, or when such weather conditions are imminent during the application and curing period. Apply only when frost-free conditions occur throughout the depth of substrate.
B. Do not install traffic coating until items that penetrate membrane have been installed.
C. Pavement-Marking Paint: Proceed with pavement marking only on clean, dry surfaces and at a minimum ambient or surface.
1.6 WARRANTY
A. Manufacturer's Warranty: Manufacturer agrees to repair or replace traffic coating that fails in materials or workmanship within specified warranty period.
1. Failures include, but are not limited to, the following:
Redlands Regular Meeting of 05-06-2025 1055 of 1455
SECTION 07 18 00
TRAFFIC COATINGS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
TRAFFIC COATINGS
Section 07 18 00
a. Adhesive or cohesive failures.
b. Abrasion or tearing failures.
c. Surface crazing or spalling.
d. Intrusion of water, oils, gasoline, grease, salt, deicer chemicals, or acids into deck substrate.
2. Warranty Period: Five years from date of Substantial Completion.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Source Limitations:
1. Use Sika Sherwin Williams Hotline TM2153 (second level only)
2. Sherwin Williams Setfast TM 227. (second level only)
3. Rust-oleum 2300 System Traffic Zone Striping (first level only)
2.2 PAVEMENT MARKINGS
A. Pavement-Marking Paint Specified Elsewhere: Comply with Section 32 17 23 "Pavement Markings."
B. Pavement-Marking Paint:
1. Color: White, Blue and Yellow.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for maximum moisture content, surface smoothness, and other conditions affecting performance of traffic-coating work.
B. Verify that substrates are visibly dry and free of moisture.
C. Prepare written report, endorsed by Installer, listing conditions detrimental to performance of traffic-coating work.
D. Proceed with installation only after unsatisfactory conditions have been corrected.
1. Begin coating application only after substrate construction and penetrating work have been completed.
2. Begin coating application only after minimum concrete-curing and -drying period recommended in writing by traffic-coating manufacturer has passed and after substrates are dry.
3. Application of coating indicates acceptance of surfaces and conditions.
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SECTION 07 18 00
TRAFFIC COATINGS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
TRAFFIC COATINGS
Section 07 18 00
3.2 PREPARATION
A. Clean and prepare substrates according to ASTM C1127 and manufacturer's written instructions to produce clean, dust-free, dry substrate for traffic-coating application. Remove projections, fill voids, and seal joints if any, as recommended in writing by traffic-coating manufacturer.
3.3 INSTALLATION OF PAVEMENT MARKINGS
A. Do not apply pavement-marking paint for striping and other markings until layout, colors, and placement have been verified with Architect and traffic coating has cured.
B. Sweep and clean surface to eliminate loose material and dust.
C. Apply pavement-marking paint with mechanical equipment to produce markings of dimensions indicated with uniform straight edges. Apply at manufacturer's recommended rates for a minimum wet-film thickness of 15-mils (0.4-mm).
1. Apply graphic symbols and lettering with paint-resistant, die-cut stencils, firmly secured to surface. Mask an extended area beyond edges of each stencil to prevent paint application beyond stencil. Apply paint so that it cannot run beneath stencil.
2. Broadcast glass beads uniformly into wet pavement-marking paint at a rate of 6 lb/gal. (0.72 kg/L).
3.4 PROTECTING AND CLEANING
A. Protect traffic coatings from damage and wear during remainder of construction period.
B. Clean spillage and soiling from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.
END OF SECTION
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SECTION 07 18 00
TRAFFIC COATINGS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
TRAFFIC COATINGS
Section 07 18 00
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SECTION 07 92 00
JOINT SEALANTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
JOINT SEALANTS
Section 07 92 00
SECTION 07 92 00 – JOINT SEALANTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Silicone joint sealants.
2. Nonstaining silicone joint sealants.
3. Urethane joint sealants.
4. Immersible joint sealants.
5. Silane-modified polymer joint sealants.
6. Mildew-resistant joint sealants.
7. Polysulfide joint sealants.
8. Butyl joint sealants.
9. Latex joint sealants.
B. Related Requirements:
1. Section 32 13 73 "Concrete Paving Joint Sealants" for sealing joints in paved roads, parking lots, walkways, and curbing.
1.2 ACTION SUBMITTALS
A. Product Data:
1. Joint sealants.
2. Joint-sealant backing materials.
B. Samples for Initial Selection: Manufacturer's standard color charts consisting of strips of cured sealants showing the full range of colors available for each product exposed to view.
C. Samples for Verification: For each type and color of joint sealant required, provide Samples with joint sealants in 1/2-inch wide joints formed between two 6-inch long strips of material matching the appearance of exposed surfaces adjacent to joint sealants.
D. Joint-Sealant Schedule: Include the following information:
1. Joint-sealant application, joint location, and designation.
2. Joint-sealant manufacturer and product name.
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SECTION 07 92 00
JOINT SEALANTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
JOINT SEALANTS
Section 07 92 00
3. Joint-sealant formulation.
4. Joint-sealant color.
E. Sustainable Design Submittals:
1.3 INFORMATIONAL SUBMITTALS
A. Preconstruction Laboratory Test Schedule: Include the following information for each joint sealant and substrate material to be tested:
1. Joint-sealant location and designation.
2. Manufacturer and product name.
3. Type of substrate material.
4. Proposed test.
5. Number of samples required.
B. Preconstruction Laboratory Test Reports: For each joint sealant and substrate material to be tested from sealant manufacturer, indicating the following:
1. Materials forming joint substrates and joint-sealant backings have been tested for compatibility and adhesion with joint sealants.
2. Interpretation of test results and written recommendations for primers and substrate preparation are needed for adhesion.
C. Preconstruction Field-Adhesion-Test Reports: Indicate which sealants and joint preparation methods resulted in optimum adhesion to joint substrates based on testing specified in "Preconstruction Testing" Article.
D. Field Quality-Control Reports: For field-adhesion-test reports, for each sealant application tested.
E. Sample warranties.
1.4 CLOSEOUT SUBMITTALS
A. Manufacturers' special warranties.
B. Installer's special warranties.
1.5 QUALITY ASSURANCE
A. Installer Qualifications: Authorized representative who is trained and approved by manufacturer.
1.6 FIELD CONDITIONS
A. Do not proceed with installation of joint sealants under the following conditions:
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SECTION 07 92 00
JOINT SEALANTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
JOINT SEALANTS
Section 07 92 00
1. When ambient and substrate temperature conditions are outside limits permitted by jointsealant manufacturer[ or are below 40 deg F.
2. When joint substrates are wet.
3. Where joint widths are less than those allowed by joint-sealant manufacturer for applications indicated.
4. Where contaminants capable of interfering with adhesion have not yet been removed from joint substrates.
1.7 WARRANTY
A. Special Installer's Warranty: Installer agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period.
1. Warranty Period:Two years from date of Substantial Completion.
B. Special Manufacturer's Warranty: Manufacturer agrees to furnish joint sealants to repair or replace those joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period.
1. Warranty Period: 2 years from date of Substantial Completion.
C. Special warranties specified in this article exclude deterioration or failure of joint sealants from the following:
1. Movement of the structure caused by stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression.
2. Disintegration of joint substrates from causes exceeding design specifications.
3. Mechanical damage caused by individuals, tools, or other outside agents.
4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants.
PART 2 - PRODUCTS
2.1 SOURCE LIMITATIONS
A. Obtain joint sealants from single manufacturer for each sealant type.
2.2 JOINT SEALANTS, GENERAL
A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by joint-sealant manufacturer, based on testing and field experience.
B. Colors of Exposed Joint Sealants: to match objects being caulked.
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SECTION 07 92 00
JOINT SEALANTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
JOINT SEALANTS
Section 07 92 00
2.3 SILICONE JOINT SEALANTS
A. Silicone, S, NS, 100/50, NT: Single-component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 100/50, Use NT.
B. Silicone, S, NS, 50, NT: Single-component, nonsag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 50, Use NT.
C. Silicone, S, NS, 35, NT: Single-component, nonsag, plus 35 percent and minus 35 percent movement capability. nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 35, Use NT.
D. Silicone, S, NS, 25, NT: Single-component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 25, Use NT.
E. Silicone, Acid Curing, S, NS, 25, NT: Single-component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, acid-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 25, Use NT.
F. Silicone, S, NS, 100/50, T, NT: Single-component, nonsag, plus 100 percent and minus 50 percent movement capability, traffic- and nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 100/50, Uses T and NT.
G. Silicone, S, NS, 50, T, NT: Single-component, nonsag, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 50, Uses T and NT.
H. Silicone, S, NS, 25, T, NT: Single-component, nonsag, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 25, Uses T and NT.
I. Silicone, S, P, 100/50, T, NT: Single-component, pourable, plus 100 percent and minus 50 percent movement capability traffic- and nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade P, Class 100/50, Uses T and NT.
J. Silicone, M, P, 100/50, T, NT: Multicomponent, pourable, plus 100 percent and minus 50 percent movement capability, traffic- and nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type M, Grade P, Class 100/50, Uses T and NT.
2.4 NONSTAINING SILICONE JOINT SEALANTS
A. Nonstaining Joint Sealants: No staining of substrates when tested in accordance with ASTM C1248.
B. Silicone, Nonstaining, S, NS, 100/50, NT: Nonstaining, single-component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 100/50, Use NT.
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SECTION 07 92 00
JOINT SEALANTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
JOINT SEALANTS
Section 07 92 00
C. Silicone, Nonstaining, S, NS, 50, NT: Nonstaining, single-component, nonsag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 50, Use NT.
D. Silicone, Nonstaining, S, NS, 100/50, T, NT: Nonstaining, single-component, nonsag, plus 100 percent and minus 50 percent movement capability, traffic- and nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type S, Grade NS, Class 100/50, Uses T and NT.
E. Silicone, Nonstaining, M, NS, 50, NT: Nonstaining, multicomponent, nonsag, plus 50 percent and minus 50 percent movement capability, nontraffic-use, neutral-curing silicone joint sealant; ASTM C920, Type M, Grade NS, Class 50, Use NT.
2.5 URETHANE JOINT SEALANTS
A. Urethane, S, NS, 25, NT: Single-component, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, urethane joint sealant; ASTM C920, Type S, Grade NS, Class 25, Use NT.
B. Urethane, S, NS, 100/50, T, NT: Single-component, nonsag, plus 100 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type S, Grade NS, Class 100/50, Uses T and NT.
C. Urethane, S, NS, 25, T, NT: Single-component, nonsag, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type S, Grade NS, Class 25, Uses T and NT.
D. Urethane, S, P, 35, T, NT: Single-component, pourable, plus 35 percent and minus 35 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type S, Grade P, Class 35, Uses T and NT.
E. Urethane, S, P, 25, T, NT: Single-component, pourable, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type S, Grade P, Class 25, Uses T and NT.
F. Urethane, M, NS, 50, NT: Multicomponent, nonsag, plus 50 percent and minus 50 percent movement capability nontraffic-use, urethane joint sealant; ASTM C920, Type M, Grade NS, Class 50, Use NT.
G. Urethane, M, NS, 25, NT: Multicomponent, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, urethane joint sealant; ASTM C920, Type M, Grade NS, Class 25, Use NT.
H. Urethane, M, NS, 50, T, NT: Multicomponent, nonsag, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type M, Grade NS, Class 50, Uses T and NT.
I. Urethane, M, NS, 25, T, NT: Multicomponent, nonsag, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type M, Grade NS, Class 25, Uses T and NT.
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SECTION 07 92 00
JOINT SEALANTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
JOINT SEALANTS
Section 07 92 00
J. Urethane, M, P, 50, T, NT: Multicomponent, pourable, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type M, Grade P, Class 50, Uses T and NT.
K. Urethane, M, P, 25, T, NT: Multicomponent, pourable, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type M, Grade P, Class 25, Uses T and NT.
2.6 IMMERSIBLE JOINT SEALANTS
A. Immersible Joint Sealants. Suitable for immersion in liquids; ASTM C1247, Class 2; tested in deionized water unless otherwise indicated.
B. Urethane, Immersible, S, NS, 100/50, NT, I: Immersible, single-component, nonsag, plus 100 percent and minus 50 percent movement capability, nontraffic-use, urethane joint sealant; ASTM C920, Type S, Grade NS, Class 100/50, Uses NT and I.
C. Urethane, Immersible, S, NS, 35, NT, I: Immersible, single-component, nonsag, plus 35 percent and minus 35 percent movement capability, nontraffic-use, urethane joint sealant; ASTM C920, Type S, Grade NS, Class 35, Uses NT and I.
D. Urethane, Immersible, S, NS, 50, T, NT, I: Immersible, single-component, nonsag, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type S, Grade NS, Class 50, Uses T, NT, and I.
E. Urethane, Immersible, S, NS, 35, T, NT, I: Immersible, single-component, nonsag, plus 35 percent and minus 35 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type S, Grade NS, Class 35, Uses T, NT, and I.
F. Urethane, Immersible, S, NS, 25, T, NT, I: Immersible, single-component, nonsag, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type S, Grade NS, Class 25, Uses T, NT, and I.
G. Urethane, Immersible, S, P, 50, T, NT, I: Immersible, single-component, pourable, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type S, Grade P, Class 50, Uses T, NT, and I.
H. Urethane, Immersible, S, P, 25, T, NT, I: Immersible, single-component, pourable, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type S, Grade P, Class 25, Uses T, NT, and I.
I. Polysulfide, Immersible, M, NS, 25, NT, I: Immersible, multicomponent, nonsag, plus 25 percent and minus 25 percent movement capability, nontraffic-use, polysulfide joint sealant; ASTM C920, Type M, Grade NS, Class 25, Uses NT and I.
J. Urethane, Immersible, M, NS, 50, T, NT, I: Immersible, multicomponent, nonsag, plus 50 percent and minus 50 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type M, Grade NS, Class 50, Uses T, NT, and I.
K. Urethane, Immersible, M, NS, 25, T, NT, I: Immersible, multicomponent, nonsag, plus 25 percent and minus 25 percent movement capability, traffic- and nontraffic-use, urethane joint sealant; ASTM C920, Type M, Grade NS, Class 25, Uses T, NT, and I.
Redlands Regular Meeting of 05-06-2025 1064 of 1455
SECTION 07 92 00
JOINT SEALANTS
CITRUS AVENUE PARKING STRUCTURE
MAINTENANCE AND REPAIRS
CITY OF REDLANDS
SGH Project No. 23-26102-00
JOINT SEALANTS
Section 07 92 00