OrangeCountyParks_BlanchardPark_ReBidding_Specs.pdf

PROJECT

MANUAL

Specifications

Bidding Set

3/23/2022

Orange County Florida OCP-Blanchard Park Restrooms Building

Prepared by

Borrelli + Partners Architects

720 Vassar Street Orlando, Florida 32804

(407) 418 - 1338 Tel.

(407) 418 - 1342 Fax

THIS PAGE LEFT INTENTIONALLY BLANK.

ORANGE COUNTY PARKS -

BLANCHARD PARK RESTROOMS BUILDING

Specifications Table of Contents Page - 1 of 3

TECHNICAL SPECIFICATIONS TABLE OF CONTENTS

DIVISION 1 – GENERAL REQUIREMENTS

01 00 50 - ADMINISTRATIVE PROVISIONS

01 01 00 - SUMMARY OF THE WORK

01 02 70 - APPLICATION FOR PAYMENT

01 03 50 - MODIFICATION PROCEDURES

01 04 00 - PROJECT COORDINATION

01 07 00 - ABBREVIATIONS

01 09 50 - REFERENCE STANDARDS AND DEFINITIONS

01 20 00 - PROJECT MEETINGS

01 30 00 - SUBMITTALS

01 41 00 - TESTING LABORATORY SERVICES

01 60 00 - MATERIALS AND EQUIPMENT

01 63 10 - PRODUCTS SUBSTITUTIONS

01 70 00 - PROJECT CLOSE-OUT

01 74 00 - WARRANTIES AND BONDS

DIVISION 2 – SITE CONSTRUCTION (NOT USED)

DIVISION 3 – CONCRETE

03 30 00 – CAST-IN-PLACE CONCRETE

DIVISION 4 – MASONRY

04 22 00 – CONCRETE UNIT MASONRY

04 23 00 – GLASS UNIT MASONRY

DIVISION 5 – METALS (NOT USED)

DIVISION 6 – WOOD AND PLASTICS

06 10 00 – ROUGH CARPENTRY

06 16 00 – SHEATHING

06 17 60 – METAL PLATE CONNECTED WOOD TRUSSES

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 21 00 – THERMAL INSULATION

07 26 16 – BELOW-GRADE VAPOR BARRIER

07 41 13 – STANDING SEAM ROOF PANELS

07 46 46 – FIBER-CEMENT SIDING, SOFFITS AND CEILINGS

07 62 00 – SHEET METAL FLASHING AND TRIM

07 92 00 – JOINT SEALANTS

DIVISION 8 – DOORS AND WINDOWS

08 11 13 – HOLLOW METAL DOORS AND FRAMES

08 71 00 – DOOR HARDWARE

08 91 19 – FIXED LOUVERS

Specifications Table of Contents Page - 2 of 3

DIVISION 9 – FINISHES

09 29 00 – GYPSUM BOARD

09 30 13 – CERAMIC TILING

09 67 23 – RESINOUS FLOORING

09 91 13 – EXTERIOR PAINTING

09 91 23 – INTERIOR PAINITING

DIVISION 10 – SPECIALTIES

10 14 00 - SIGNAGE

10 21 13 – PLASTIC TOILET COMPARTMENTS

10 28 00 – TOILET AND BATH ACCESSORIES

DIVISION 11 – EQUIPMENT (NOT USED)

DIVISION 12 – FURNISHINGS (NOT USED)

DIVISION 13 – SPECIAL CONSTRUCTION (NOT USED)

DIVISION 14 – CONVEYING SYSTEMS (NOT USED)

DIVISION 22 – PLUMBING

22 05 00 – COMMON WORK RESULTS FOR PLUMBING

22 05 29 – HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 05 53 – IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 07 00 – PLUMBING INSULATION

22 11 16 – DOMESTIC WATER PIPING

22 11 19 – DOMESTIC WATER PIPING SPECIALTIES

22 13 16 – SANITARY WASTE AND VENT PIPING

22 13 19 – SANITARY WASTE PIPING SPECIALTIES

22 33 00 – ELECTRIC DOMESTIC WATER HEATERS

22 40 00 – PLUMBING FIXTURES

22 47 00 – DRINKING FOUNTAINS AND WATER COOLERS

DIVISION 23 – MECHANICAL

23 05 00 – COMMON WORK RESULTS FOR HVAC

23 05 10 – BASIC MECHANICAL REQUIREMENTS

23 05 29 – HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 48 – VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

23 05 53 – IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 – TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 31 13 – METAL DUCTS

23 33 00 – AIR DUCT ACCESSORIES

23 34 23 – HVAC POWER VENTILATORS

23 37 13 – DIFFUSERS, REGISTERS, AND GRILLES

DIVISION 26 – ELECTRICAL

26 05 00 - COMMON WORK RESULTS FOR ELECTRICAL

26 05 19 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

Specifications Table of Contents Page - 3 of 3

26 05 53 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 09 23 - LIGHTING CONTROL DEVICES

26 22 00 - LOW-VOLTAGE TRANSFORMERS

26 24 16 - PANELBOARDS

26 27 13 - ELECTRICITY METERING

26 27 26 - WIRING DEVICES

26 28 13 - FUSES

26 28 16 - ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 41 13 - LIGHTNING PROTECTION FOR STRUCTURES

26 43 13 - TRANSIENT VOLTAGE SUPPRESSION FOR LOW-VOLTAGE ELECTRICAL POWER

CIRCUITS

26 51 00 - INTERIOR LIGHTING

26 56 00 - EXTERIOR LIGHTING

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 31 11 – SECURITY AND FIRE ALARM SYSTEM

DIVISION 31 – EARTHWORK

31 21 10 – SITE CLEARING

31 22 00 – EARTHWORK

31 22 10 – EARTHWORK – UNDERGROUND UTILITIES

31 25 80 – CONCRETE CURBS AND WALKS

31 26 66 – POTABLE WATER SYSTEMS

21 27 20 – STORM SEWAGE SYSTEMS

31 27 30 – SANITARY SEWAGE SYSTEMS

31 31 16 – CHEMICAL TERMITE CONTROL

DIVISION 32 – EXTERIOR IMPROVMENTS (NOT USED)

DIVISION 33 – UTILITIES (NOT USED)

END OF TECHNICAL SPECIFICATIONS

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SECTION 010100 – SUMMARY OF THE 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. Phased construction.

4. Work by Owner.

5. Work under separate contracts.

6. Future work.

7. Purchase contracts.

8. Owner-furnished products.

9. Contractor-furnished, Owner-installed products.

10. Access to site.

11. Coordination with occupants.

12. Work restrictions.

13. Specification and drawing conventions.

14. Miscellaneous provisions.

B. Related Requirements:

1.3 PROJECT INFORMATION

A. Project Identification: Blanchard Park Restrooms Building.

1. Project Location: 2451 Dean Rd, Union Park, FL 32817

B. Owner: Orange County

1. Owner's Representative: Roan Waterbury, Project Manager, Orange County Capital Projects Division – 400 E. South Street, 5th Floor, Orlando, FL, 32801.

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C. Architect: Borrelli + Partners, 720 Vassar Street, Orlando, FL 32804. Contact:

James Moore

D. Architect's Consultants: The Architect has retained the following design professionals who have prepared designated portions of the Contract Documents:

1. Civil Engineer – SK Consortium, Inc., 1053 N. Orlando Ave, Suite 3, Maitland, FL 32751. Contact: Majid Kalaghchi (407) 629-4288

2. Structural Engineer – C. Louis Structural Engineers, 901 Douglas Avenue, Altamonte Springs, FL 32714.

3. Mechanical, Plumbing, & Electrical Engineers – Bobes Consulting Engineers, Inc., 150 Circle drive, Maitland, Florida 32751.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work of Project is defined by the Contract Documents and consists of the following:

1. The new restroom building will have a footprint of 1274 square feet and surrounding walk-ways and site work.

B. Type of Contract:

1. Project will be constructed under a single prime contract.

1.5 PHASED CONSTRUCTION

A. The Work shall be conducted in 1 phase.

1. Phase shall include the installation of the prefabricated metal pavilion as noted above. Work of this phase shall commence within 30 days after the Notice to Proceed and be substantially complete and ready for occupancy within 30 days after commencement of construction.

B. Before commencing, submit an updated copy of Contractor's construction schedule showing the sequence, commencement, and completion dates.

1.6 WORK BY OWNER

A. General: Cooperate fully with Owner so work may be carried out smoothly, without interfering with or delaying work under this Contract or work by Owner.

Coordinate the Work of this Contract with work performed by Owner.

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B. Subsequent Work: Owner will perform the following additional work at site after Substantial Completion. Completion of that work will depend on successful completion of preparatory work under this Contract.

1.7 OWNER-FURNISHED PRODUCTS

A. Owner will furnish products indicated. The Work includes receiving, unloading, handling, storing, protecting, and installing Owner-furnished products and making building services connections.

1.8 ACCESS TO SITE

A. General: 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. General: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

C. Use of Site: Limit use of Project site to areas within the Contract limits indicated.

Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine construction operations to open space within project limits on plans and to limits of connections of utilities to existing structures.

2. Driveways, Walkways and Entrances: Keep driveways, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or 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.

D. Condition of Existing Building: Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

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1.9 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner will occupy site adjacent building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.

2. Notify Owner not less 72 hours in advance of activities that will affect

Owner's operations.

B. Partial Owner Occupancy: Owner will occupy the premises during entire construction period, with the exception of areas under construction. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's operations.

Maintain existing exits unless otherwise indicated.

1. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and authorities having jurisdiction.

2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations.

C. Owner Limited Occupancy of Completed Areas of Construction: Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the Work, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the total Work.

1. Architect will prepare a Certificate of Substantial Completion for each specific portion of the Work to be occupied prior to Owner acceptance of the completed Work.

2. Obtain a Certificate of Occupancy from authorities having jurisdiction before limited Owner occupancy.

3. Before limited Owner occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Owner will operate and maintain mechanical and electrical systems serving occupied portions of Work.

4. On occupancy, Owner will assume responsibility for maintenance and custodial service for occupied portions of Work.

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1.10 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7:00 a.m. to 7:00 p.m., Monday through Friday, unless otherwise indicated.

1. Weekend Hours: With prior approval from Owner.

2. Early Morning Hours: With prior approval from Owner.

3. Hours for Utility Shutdowns: Coordinate with Owner.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Architect, Construction Manager, and Owner not less than 3 days in advance of proposed utility interruptions.

2. Obtain Owner's written permission before proceeding with utility interruptions.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner occupancy with Owner.

1. Notify Architect, Construction Manager, Owner not less than 3 days in advance of proposed disruptive operations.

2. Obtain Owner's written permission before proceeding with disruptive operations.

E. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8 m) of entrances, operable windows, or outdoor-air intakes.

F. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

G. Employee Identification: Contractor to provide identification tags for all personnel working on Project site. Require personnel to use identification tags at all times.

H. Employee Screening: Comply with Owner's requirements for background screening of Contractor personnel working on Project site.

1. Maintain list of approved screened personnel with Owner's representative.

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1.11 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. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to the Work of all Sections in the Specifications.

C. 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 published as part of the U.S. National CAD Standard and scheduled on Drawings.

3. Keynoting: Materials and products are identified by reference keynotes referencing Specification Section numbers found in this Project Manual.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 010100

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SECTION 010270 - APPLICATION FOR PAYMENT

PART I GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division-1 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section specifies administrative and procedural requirements governing the Contractors Applications for Payment.

B. The Contractors Construction Schedule and Submittal Schedule are included in Section 013000 - SUBMITTALS.

1.03 SCHEDULE OF VALUES

A. Coordinate preparation of the Schedule of Values with preparation of Contractors Construction Schedule.

1. Submit the Schedule of Values to the Owner at the earliest feasible date, but in no case later than Preconstruction Meeting. Refer to Section 012000.

2. Sub-Schedules: Where the Work is separated into phases that require separately phased payments, provide sub-schedules showing values correlated with each phase of payment.

B. Format and Content: Use the Project Manual Table of Contents as a guide to establish the format for the Schedule of Values.

1. Identification: Include the following Project identification on the

Schedule of Values:

a. Project name and location.

b. Name of the Architect

c. Project Number

d. Contractors Name and Address

e. Date of Submittal

2. Arrange the Schedule of Values in a tabular form with separate columns to indicate the following for each item listed:

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a. Generic Name

b. Related Specification Section

c. Change Orders (numbers) that have affected value

d. Dollar Value

e. Percentage of Contract Sum to the nearest one-hundredth percent, adjusted to total 100 percent

3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Break principal subcontract amounts down into several line items:

a. A value will be given for at least every major specification section (subsections can logically be grouped together).

b. A single material subcontractor (i.e. sod, window blinds) will not be required to be broken down into labor and material unless it is anticipated the materials will be stored and invoiced prior to installation.

c. All multiple item subcontracts or work items (i.e. concrete, roofing, painting, mechanical, electrical items, etc.) will be shown broken down at least in labor and material (all taxes, burden and overhead and profit included).

d. Mobilization (move-on, bond, insurance, temporary office and sanitary service installation) shall not exceed 2 1/2% of contract price.

f. Concrete broken down at least into foundation, slab on grade, columns, beams and suspended slabs.

g. Masonry divided into C.M.U. stem walls, exterior walls, interior walls.

h. Plumbing broken down at least into underslab rough-in, vents and stacks, supply piping, equipment items (each listed separately), fixtures and trim.

I. HVAC: Typically shown per specification section, labor and material, per floor.

j. Electrical: same as HVAC.

k. Fire protection broken down at least into underground, rough-in and trim. Labor and material.

l. Logical grouping of specification subsections are permitted.

4. Round amounts off the nearest whole dollar; the total shall equal the Contract Sum.

5. For each part of the Work where an Application for Payment may include materials or equipment, purchased or fabricated and stored, 010270 - 3 but not yet installed, provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the Work.

6. Margins of Cost: Show line items for indirect costs, and margins on actual costs, only to the extent that such items will be listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete including its total cost and proportionate share of general overhead and profit margin.

a. At the Contractors option, temporary facilities and other major cost items that are not direct cost of actual work-in place may be shown as separate line items in the Schedule of Values or distributed as general overhead expense.

7. Schedule Updating: Update and resubmit the Schedule of Values when Change Orders or Construction Change Directives result in a change in the contract sum.

1.04 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as reviewed by the Owners Representative and paid for by the Owner.

1. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the Final Application for Payment involve additional requirements. See items G, I, J and K of this section.

B. Payment Application Times: The period of construction Work covered by each Application of Payment is the period indicated in the Agreement.

C. Payment Application Forms: Use the County’s most updated Form as the form for Application for Payment. Form given at the Preconstruction

Conference.

D. Application Preparation: Complete every entry on the form, including notarization and execution by person authorized to sign legal documents on behalf of the Owner. Incomplete applications will be returned without action.

1. Entries shall match data on the Schedule of Values and

Contractors Construction Schedule. Use updated schedules if revisions have been made.

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2. Include amounts of Change Orders and Construction Change Directives issued to the last day of the construction period covered by the application.

E. Transmittal: Submit six (6) original executed copies of each Application for Payment to the Project Manager by means ensuring receipt within 24 hours; one copy shall be complete, including waivers of lien and similar attachments, when required.

1. Transmit each copy with a transmittal form listing attachments, and recording appropriate information related to the application in a manner acceptable to the Project Manager.

F. Waivers of Mechanics Lien: With each Application for Payment submit waivers of mechanics liens from subcontractors of sub-subcontractors and suppliers for the construction period covered by the previous application.

1. Submit partial waivers on each item for the amount requested, prior to deduction for retainage, on each item.

2. When an application shows completion of an item, submit final or full waivers.

3. The Owner reserves the right to designate which entitles involved in the work must submit waivers.

4. List all Subcontractor start and finish dates to substantiate any

Notice to Owner received by the Project Manager.

G. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of the first Application for Payment include the following:

1. List of principal subcontractors

2. List of principal suppliers and fabricators

3. Schedule of Values

4. Approved Contractors Construction Schedule (preliminary if not final)

5. Schedule of principal products

6. Schedule of unit prices (if applicable)

7. Submittal schedule (preliminary if not final)

8. List of Contractors staff assignments 9, List of Contractors principal consultants

10. Copies of building permits for trades requiring separate permits

11. Copies of authorizations and licenses from governing authorities for performance of the Work

12. Initial progress report

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13. Report of Pre-Construction Meeting

14. Initial settlement survey and damage report, if required

15. Listing of all long lead procurement items monthly applications for payment will be accompanied with updated schedule and review of as-built drawings.

H. Interim Application for Payment: Payment will be processed once a month. No applications will be processed without receipt of previous months waiver of lien described in subsection F above. Payment for item will be based on percentage completed as determined and approved by the County Project Manager or invoice for stored materials. Retainage

(10%) will be held for all interim applications.

I. Applications for Payment at Substantial Completion: Following issuance of the Certificate of Substantial Completion, submit an Application for Payment; this application shall reflect any Certificates of partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. Application shall also include all items listed in Part H above.

J. Administrative actions and submittals that shall proceed or coincide with

Substantial Completion Payment. Substantial Completion as defined per General Conditions Section F application include:

1. Occupancy permits and similar approvals

2. Warranties (guarantees) and maintenance agreements

3. Test/adjust/balance records

4. Maintenance instructions

5. Start-up performance reports

6. Change-over information related to Owners occupancy, use, operation and maintenance

7. Final cleaning

8. Application for reduction of retainage, and consent of surety

9. List of incomplete Work, recognized as exceptions to Project

Managers Certificate of Substantial Completion

K. Final Payment Application: Administrative actions and submittals which must precede or coincide with submittal of the final payment Application for Payment include the following:

1. Completion of Project Close-out requirements

2. Completion of items specified for completion after

Substantial Completion

3. Assurance that unsettled claims will be settled

4. Assurance that all work has been completed and accepted

5. Proof that taxes, fees and similar obligations have been paid

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6. Removal of temporary facilities and services

7. Removal of surplus materials, rubbish and similar elements

8. Change of door locks to Owners access

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION (Not Applicable)

END OF SECTION 010270

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SECTION 010350 - MODIFICATION PROCEDURES

PART 1 GENERAL

Supplementary Conditions and other Division 1 Specification Sections, apply to this section.

A. This section specifies administrative and procedural requirements for handling and processing Contract modifications.

B. Related Sections: The following sections contain requirements that relate to this section:

1. Division 1 Section 013000 Submittals for requirements for the

Contractors Construction Schedule.

2. Division 1 Section 0102700 Application for Payment for administrative procedures governing applications for payment.

3. Division 1 Section 016310 Product Substitutions for administrative procedures for handling requests for substitutions made after award of the Contract.

1.03 MINOR CHANGES IN THE WORK

A. Supplemental instructions authorizing minor changes in the Work, not involving an adjustment to the Contract Sum or Contract Time, will be issued by the Project Manager.

1.04 CHANGE ORDER PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Proposed changes in the Work that will require adjustment to the Contract Sum or Contract Time will be issued by the Project Manager, with a detailed description of the proposed change and supplemental or revised Drawings and Specifications, if necessary.

1. Proposal requests, issued by the Project Manager, are for information only. Do not consider them instruction either to stop work in progress, or to execute the proposed change.

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2. Unless otherwise indicated in the proposal request, within 7 days of receipt of the proposal request, submit to the Project Manager from the Owners review, an estimate of cost necessary to execute the proposed change.

a. Include a list of quantities of products to be purchased and unit costs, along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

c. Include a statement indicating the effect the proposed change in the Work will have on the Contract Time.

d. Contractor and subcontractors will provide a complete detailed labor of material breakdown to justify change order request amount.

B. Contractor-Initiated Change Order Proposal Requests: When latent or other unforeseen conditions in mutual accord with the Owner Representatives findings require modifications to the Contract, the Contractor may propose changes by submitting a request for a change to the Architect.

1. Include a statement outlining the 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 Contract Time.

2. Include a list of quantities of products to be purchased and unit costs along with the total amount of purchases to be made. Where requested, furnish survey data to substantiate quantities.

3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts.

4. Comply with requirements in Section 01631 Product Substitutions if the proposed change in the Work requires the substitution of one product or system for a product or system not specified.

5. Contractor and subcontractors will provide a complete detailed labor and material breakdown to justify change order request amounts.

C. Proposal Request Form: Project Manager will transfer the information to the appropriate forms for approval. Use AIA Document G 709 for Change Order Proposal Requests.

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D. Proposal Request Form: Use forms provided by the Owner for Change

Order Proposals.

1.05 CONSTRUCTION CHANGE DIRECTIVE

A. Construction Change Directive: When the Owner and Contractor are not in total agreement on the terms of a Change Order Proposal Request, the Project Manager may issue a Construction Change Directive instructing the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

1. The Construction Change Directive will contain a complete description of the change in the Work and designate the method to be followed to determine change in the Contract Sum or 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 the change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract.

1.06 CHANGE ORDER PROCEDURES

A. Upon the Owners approval of a Change Order Proposal Request, the

Project Manager will issue a Change Order for signatures of the Owner and Contractor on County’s Change Order form, as provided in the Conditions of the Contract.

END OF SECTION 010350

END OF SECTION

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SECTION 010400 - PROJECT COORDINATION

Supplementary Conditions and other Division 1 Specification Sections

A. This Section specifies administrative and supervisory requirements necessary for Project coordination including, but not necessarily limited to:

1. Coordination

2. Administrative and supervisory personnel

3. General installation provisions

4. Cleaning and protection

B. Progress meetings, coordination meetings and pre-installation conferences are included in Section 012000 Project Meetings.

C. Requirements for the Contractors Construction Schedule are included in Section 013000 Submittals.

1.03 COORDINATION

A. Coordination: Coordinate construction activities included under various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections of the Specifications that are dependent upon each other for proper installation, connection, and operation.

1. Where installation of one part of the Work is dependent on installation of other components, either before or after its own installation, schedule construction activities in the sequence required to obtain the best results.

2. Where availability of space is limited, coordinate installation of different components to assure maximum accessibility for required maintenance, service and repair.

3. Make adequate provisions to accommodate items scheduled for later installation.

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B. Where necessary, prepare memoranda for distribution to each party involved outlining special procedures required for coordination. Include such items as required notices, reports, and attendance at meetings.

1. Prepare similar memoranda for the Owner and separate

Contractors where coordination of their Work is required.

C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following:

1. Preparation of Schedules

2. Installation and removal of temporary facilities

3. Delivery and processing of submittals

4. Progress meetings

5. Project Close-out activities

D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials.

1. Salvage materials and equipment (if any) involved in performance of, but not actually incorporated in, the Work.

E. Lack of coordination as specified if this and other sections of the contract documents in grounds for assessment of back charges and/or termination in order to remediate the situation.

1.04 SUBMITTALS

A. Coordination Drawings: Prepare and submit coordination Drawings where close and careful coordination is required for installation of products and materials fabricated off-site by separate entities, and where limited space availability necessitates maximum utilization of space for efficient installation of different components.

1. Show the interrelationship of components shown on separate Shop

Drawings.

2. Indicate required installation sequences.

3. Comply with requirements contained in Section 01300 Submittals.

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B. Staff Names: At the Preconstruction Conference submit a list of the Contractors principal staff assignments, including the Superintendent and other personnel in attendance at the site; identify individuals, their duties and responsibilities; list their addresses and telephone numbers.

PART 3 EXECUTION

3.01 GENERAL INSTALLATION PROVISIONS

A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner.

B. Manufacturers Instructions: Comply with manufacturer’s installation instructions and recommendations, to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in Contract Documents.

C. Inspect materials or equipment immediately upon delivery and again prior to installation. Reject damaged and defective items.

D. Provide attachment and connection devices and methods necessary for securing Work. Secure Work true to line and level. Allow for expansion and building movement.

E. Visual Effects: Provide uniform joint widths in exposed work. Arrange joints in exposed Work to obtain the best visual effect. Refer questionable choices to Project Manager for final decision.

F. Recheck measurements and dimensions, before starting each installation.

G. Install each component during weather conditions and Project status that will ensure the best possible results. Isolate each part of the completed construction from incompatible material as necessary to prevent deterioration.

H. Coordinate temporary enclosures with required inspections and tests, to minimize the necessity of uncovering completed construction for that purpose.

I. Mounting Heights: Where mounting heights are not indicated, install individual components at standard mounting heights recognized within the industry for the particular application indicated. Refer questionable

01040 - 4 mounting height decisions to the Architect/Project Manager for final decision.

3.02 CLEANING AND PROTECTION

A. During handling and installation, clean and protect construction in progress and adjoining materials in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

B. Clean and maintain completed construction as directed by the Project

Manager and as frequently as necessary to insure its integrity and safety through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects.

C. Limiting Exposures: Supervise construction activities to ensure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. Where the applicable, such exposures include, but are not limited to, the following:

1. Excessive static or dynamic loading

2. Excessively high or low temperatures

3. Excessively high or low humidity

4. Air contamination or pollution

5. Water

6. Solvents

7. Chemicals

8. Soiling, staining and corrosion

9. Rodent and insect infestation

10. Combustion

11. Destructive testing

12. Misalignment

13. Excessive weathering

14. Unprotected storage

15. Improper shipping or handling

16. Theft

17. Vandalism

END OF SECTION 010400

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SECTION 010700 - ABBREVIATIONS

A. General Abbreviations:

A Area Square Feet; Ampere AAMA Architectural Minimum Manufacturer's

Association ABS Acrylonitrile Butadiene Styrene

A.C. Alternating Current;

Air conditioning;

Plywood Grade A & C

A.B. Anchor Belt A.C.I. American Concrete Institute Acous. Acoustical AD Plywood, Grade A & D A.D. Area Drain Adh. Adhesive Addit Additional Adj. Adjustable af Audio-frequency Aff Above Finished Floor Afg Above Finished Grade A.G.A. American Gas Association Agg. Aggregate A.H. Ampere Hours A hr. Ampere-hour A.H.U. Air Handing Unit A.I.A. American Institute of Architects A.I.C. Alternating Interrupting Capacity AIC Ampere Interrupting Capacity AISC American Institute of Steel Construction Allow. Allowance

ALT. Alternate Alt. Altitude Alum. Aluminum a.m. Ante Meridiem Amp. Ampere Anc. Anchor Anod. Anodized ANSCI American National Standards Institute A.P. Access Panel Appd. Approved Approx. Approximately

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Apt. Apartment Arch. Architectural Asb. Asbestos A.S.B.C. American Standard Building Code A.S.H.R.A.E. American Society of Heating, Refrig. & AC

Engineers A.S.M.E. American Society of Mechanical Engineers

A.S.T.M. American Society for Testing and Materials Attchmt. Attachment Auto. Automatic Avg. Average A.W.G. American Wire Gauge

AWI American Wood Institute AWS American Welding Society Bbl. Barrel B.C. Bare Copper B.& B. Grade B. and Better;Balled and Burlapped B.& S. Bell and Spigot B.& W. Black and White b.c.c. Body-centered Cubic Bd Board BE Bevel End B.F. Board Feet BF. Bottom Face Bg. Cem Bag of Cement BHP Boiler Horsepower, Brake Horsepower B.I. Black Iron Bit. ;Bitum Bituminous Bk. Backed Bkrs. Breakers Bldg. Building Blk. Block Blkg. Blocking Bm. Beam

B.M. Benchmark B.O.C. Bottom of Curb

BOT. Bottom Boil. Boilermaker B.P.M. Blows Per Minute BR Bedroom Brg. Bearing Brhe. Bricklayer Helper Bric. Bricklayer Brk. Brick Brkt. Bracket Brng. Bearing Brs. Brass

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Brz. Bronze Bsmt. Basement Bsn. Basin Btr. Better BTU British Thermal Unit BTUH BTU per hour Btwn. Between B.U.R. Built up Roofing BX Interlocked Armored Cable c Conductivity

C Hundred; Centigrade C. Course

C/C Center to Center Cab. Cabinet Cair. Air Tool Laborer Calc. Calculated Cap. Capacity Carp. Carpenter C.B. Circuit Breaker C.BD. Chalk Board C.C.A. Chromate Copper Arsenate C.C.F. Hundred Cubic Feet cd Candela cd/sf Candela per Square Feet CD Grade of Plywood Face & Back CDX Plywood, grade C & D, exterior glue Cefi. Cement Finisher Cem. Cement Cer. Ceramic CF Hundred Feet C.F. Cubic Feet CFM Cubic Feet per Minute c.g. Center of Gravity CG Corner Guard CHW Chilled Water C.I. Cast Iron

C.I.P. Cast in Place Circ. Circuit C.J. Control Unit C.L. Carload Lot Clab. Common Laborer Clec. Clock Equipment Cabinet C.L.F. Hundred Linear Feet CLF Current Limiting Fuse Clg. Ceiling Clkg. Caulking Clo. Closed

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CLP Cross Linked Polyethylene Clr. Clear cm Centimeter CMP Corr. Metal Pipe C.M.U. Concrete Masonry Unit Cntr. Counter C.O. Cleanout Col. Column Conn. Connection Cont. Continuous Cont. Contractor C.Opng. Cased Opening

CO2 Carbon Dioxide Comb. Combination Compr. Compressor Conc. Continuous; Continued Cond. Conductor Corr. Corrugated Cos Cosine Cot Cotangent Cov. Cover CPA Control Point Adjustment Cplg. Coupling C.P.M. Critical Path Method CPVC Chlorinated Polyvinyl Chloride C.Pr. Hundred Pair CRC Cold Rolled Channel Creos. Creosote Crpt. Carpet & Linoleum Layer CRT Cathode Ray Tube CS Carbon Steel Csc Cosecant C.S.F. Hundred Square Feet CSI Construction Specifications Institute C.T. Current Transformer CTS Copper Tube Size

Cu Cubic Cu. Ft. Cubic Foot cw Continuous Wave C.W. Cool White; Cold Water C. Wall Curtain Wall Cwt. 100 Pounds C.W.X. Cool White Deluxe C.Y. Cubic Yard (27 cubic feet) C.Y./Hr. Cubic Yard per Hour Cyl. Cylinder d Penny (nail size)

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D Deep; Depth; Discharge Dis; Disch Discharge Db. Decibel Dbl. Double DC Direct Current Demob. Demobilization d.f.u. Drainage Fixture Units D.H. Double Hang DHU Domestic Hot Water Diag. Diagonal Diam. Diameter Distrib. Distribution

Dk. Deck D.L. Deck Load Do. Ditto Dp. Depth D.P.S.T. Double Pole, Single Throw Dr. Driver Drink. Drinking D.S. Double Strength D.S.A. Double Strength A Grade D.S.B. Double Strength B Grade Dty. Duty DWV Drain Waste Vent DX Deluxe White, Direct Expansion dyn Dynbe e Eccentricity E Equipment only; East Ea Each E.B. Encased Burial Econ. Economy EDP Electronic Data Processing E.D.R. Equiv. Direct Radiation Eq. Equation Elec. Electrician; Electrical Elev. Elevator; Elevating

EMT Electrical Metallic Conduit; Thin Wall Conduit

Eng. Engine EPDM Ethylene Propylene Diene Monomer Eqhv. Equip. Oper., heavy Eqlt. Equip. Oper., light Eqmd. Equip. Oper., medium Eqmm. Equip. Oper., Master Mechanic Equol. Equip. Oper., Oilers ERW Electric Resistance Welded Est. Estimated

010700-6 esu Electrostatic Units E.W. Each Way EWT Entering Water Temperature Excav. Excavation Exp. Expansion, Exposure Ext. Exterior Extru. Extrusion

f. Fiber Stress F Fahrenheit; Female; Fill Fab. Fabricated F.B.C. Florida Building Code FBGS Fiberglass

F.C. Foot candles f.c.c. Face Centered Cubic f'c Compressive Stress in Concrete; Extreme

Compressive Stress F.E. Front End FRP Fluorinated Ethylene Propylene (Teflon) F.G. Flat Grain F.H.A. Federal Housing Administration Fig. Figure Fin Finished Fixt. Fixture Fl. Oz. Fluid Ounces Flr. Floor F.M. Frequency Modulation; Factory Mutual Fmg. Framing Fndtn. Foundation Fori. Foreman; Inside Fount. Fountain FPM Feet Per Minute Fr. Frame F.R. Fire Rating FRK Foil Reinforced Kraft FRP Fiberglass Reinforced Plastic FS Forged Steel

FSC Cast Body; Cast Switch Box Ft. Foot; Feet Ftng. Fitting Ftg. Footing Ft.Lb. Foot Pound Furn. Furniture FVNR Full Voltage Non-Reversing FXM Female by Male Fy. Minimum Yield Stress of Steel g Gram G Gauss

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Ga. Gauge Gal. Gallon Gal./Min. Gallon Per Minute Galv. Galvanized Gen. General G.F.I. Ground Fault Interrupter Glaz. Glazier GPD Gallons per Day GPH Gallons per Hour GPM Gallons per Minute GR Grade Gran. Granular

Grnd. Ground H High; High Strength Bar Joist; Henry H.C. High Capacity H.D. Heavy Duty; High Density H.D.O. High Density Overlaid Hdr. Header Hdwe. Hardware Help. Helper Average HEPA High Efficiency Particular Air Filter Hg. Mercury HIC High Interrupting Capacity H.O. High Output Horiz. Horizontal H.P. Horsepower; High Pressure H.P.F. High Power Factor Hr. Hour Hrs./Day Hours per Day HSC High Short Circuit Ht. Height Htg. Heating Htrs. Heaters HVAC Heating, Ventilating & Air Conditioning Hvy. Heavy HW Hot Water

Hyd.;Hydr. Hydraulic Hz. Hertz (cycles) I. Moment of Inertia I.C. Interrupting Capacity ID Inside Diameter I.D. Inside Dimension; Identification I.F. Inside Frosted I.M.C. Intermediate Metal Conduit In. Inch Incan. Incandescent Incl. Included; Including

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Int. Interior Inst. Installation Insul. Insulation I.P. Iron Pipe I.P.S. Iron Pipe Size I.P.T. Iron Pipe Threaded I.W. Indirect Waste J Joule J.I.C. Joint Industrial Council K Thousand; Thousand Pounds; Heavy Wall

Copper Tubing K.A.H. Thousand Amp. Hours

KCMIL Thousand Circular Mils KD Knock Down K.D.A.T. Kiln Dried After Treatment Kg Kilogram kG Kilogauss kgf Kilogram force kHz Kilohertz Kip 1000 Pounds KJ Kiljoule K.L. Effective Length Factor Km Kilometer K.L.F. Kips per Linear Foot K.S.F. Kips per Square Feet K.S.I. Kips per Square Inch K.V. Kilovolt K.V.A Kilovolt Ampere K.V.A.R. Kilovolt (Reactance) KW Kilowatt KWh Kilowatt-hour L Labor only; Length; Long; Medium Wall

Copper Tubing La. Labor lat Latitude Lath. Lather

Lav. Lavatory lb,;# Pound L.B. Load Bearing; L Conduit Body L. & E. Labor & Equipment lb./hr. Pounds per Hour lb./L.F. Pounds Per Linear Foot L.C.L. Less than Carload Lot Ld. Load LE Lead Equivalent L.F. Linear Foot Lg. Long; Length; Large

010700-9

L. & H. Light and Heat L.H. Long Span high Strength Bar Joist L.J. Long Span Standard Strength Bar Joist L.L. Live Load L.L.D. Lamp Lumen Depreciation lm Lumen lm/sf Lumen per Square Feet lm/W Lumen per Wall L.O.A. Length Over All log Logarithm L.P. Liquified Petroleum; Low Pressure L.P.F. Low Power Factor

L.R. Long Radius L.S. Lump Sum Lt. Light Lt.Ga Light Gauge L.T.L. Less than Truckload Lot Lt. Wt. Lightweight L.V. Low Voltage M Thousand; Material; Male; Light Wall

Copper Tubing m/hr; M.H. Man Hour mA Milliampere Mach Machine Mag. Str. Magnetic Starter Maint. Maintenance Marb. Marble Setter Mat. Mat'l Material Max Maximum MBF Thousand Board Feet MBH Thousand BTU's per hr.

MC Metal Clad Cable M.C.F. Thousand Cubic Feet M.C.F.M. Thousand Cubic Feet per Minute

M.C.M. Thousand Circular Mils M.C.P. Motor Circuit Protector

MD Medium Duty M.D.O. Medium Density Overlaid Med. Medium MF Thousand Feet M.F.B.M. Thousand Feet Board Measure Mfg. Manufacturing Mfrs. Manufacturers mg Milligram MGD Million Gallons per Day MGPH Thousand Gallons per Hour MH:M.H. Manhole; Metal Halide; Man-Hour

010700-10

MHz Megahertz Mi. Mile Ml Malleable Iron; Mineral Insulated mm Millimeter Mill. Millwright Min.;min. Minimum; minute Misc. Miscellaneous mi Millimeter M.L.F. Thousand Linear Feet Mo. Month Mobil. Mobilization Mog. Mogul Base

MPH Miles Per Hour MPT Male Pipe Thread MRT Mile Round Trip ms Millisecond M.S.F. Thousand Square Feet Mstz. Mosaic & Terrazzo Worker M.S.Y. Thousand Square Yards Mtd. Mounted Mthe. Mosaic & Terrazzo Helper Mult. Multi; Multiply M.V.A. Million Volt Amperes M.V.A.R. Million Volt Amperes Reactance MV Megavolt MW Megawatt MXM Male by Male MYD Thousand Yards N Natural; North nA Nanoampere NA Not Available; Not applicable N.B.C. National Building Code NC Normally Closed N.F.M.A. National Electrical Manufacturers

Association NEHB Bolted Circuit Breaker to 600V

N.L.B. Non-Load-Bearing NM Non-Metallic Cable nm Nanometer No. Number N.O.C. Not Otherwise Classified Nose. Nosing N.P.T. National Pipe Thread NQOB Bolted Circuit Breaker to 240V N.R.C. Noise Reduction Coefficient N.R.S. Non Rising Stem ns Nanosecond

010700-11 nW Nanowatt OB Opposing Blade OC On Center OD Outside Diameter O.D. Outside Dimension ODS Overhead Distribution System O & P Overhead and Profits Oper. Operator Opng. Opening Orna. Ornamental O.S. & Y. Outside Screw and Yoke Ovhd. Overhead

OWG Oil, Water or Gas Oz. Ounce P. Pole; Applied Load; Projection

p. Page Pape. Paperhanger P.A.P.R. Powered Air Purifying Respirator PAR Weatherproof Reflector Pc. Piece P.C. Portland Cement; Power Connector P.C.M. Phase Contract Microscopy P.C.F. Pounds Per Cubic Feet P.E. Professional Engineer; Porcelain Enamel;

Polyethylene; Plain End Perf. Perforated Ph. Phase P.I. Pressure Injected Pile. Pile Driver pkg. Package Pl. Plate Plah. Plaster Helper Plas. Plasterer Pluh. Plumbers Helper Plum. Plumber Ply. Plywood p.m. Post Meridiem Pord. Painter Ordinary pp Pages PP;PPL Polypropylene P.P.M. Parts per Million Pr. Pair Prefab. Prefabricated Prefin. Prefinished Prop. Propelled PSF;psf Pounds per Square Foot PSI;psi Pounds per Square Inch

010700-12

PSIG Pounds per Square Inch Gauge PSP Plastic Sever Pipe Pspr. Painter, Spray Psst. Painter, Structural Steel P.T. Potential Transformer P. & T. Pressure & Temperature Ptd. Painted Ptns. Partitions Pu Ultimate Load PVC Polyvinyl Chloride Pvmt. Pavement Pwr. Power

Q Quantity Heat Flow Quan.; Qty Quantity Q.C. Quick Coupling r Radius of Gyration R Resistance R.C.P. Reinforced Concrete Pipe Rect. Rectangle Reinf. Reinforced Req'd Required Res. Resistant Resi Residential Rgh. Rough R.H.W. Rubber, Heat & Water Resistant; Residential Hot Water rms Root Mean Square Rnd. Round Rodm. Rodman Rofc. Roofer, Composition Rofp. Roofer, Prcast Rohe. Roofer Helpers (Composition) Rots. Roofer, Tile & Sale R.O.W. Right of Way RPM Revolutions per Minute R.R. Direct Burial Feeder Conduit R.S. Rapid Start

R.T. Round Trip S. Suction; Single Entrance; South Scaf. Scaffold Sch.;Sched. Schedule S.C.R. Modular Brick S.D. Sound Deadening S.D.R. Standard Dimension Ratio S.E. Surfaced Edge Sel. Select S.E.R.;S.E.U. Service Entrance Cable

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SF. Square Foot S.F.C.A. Square Foot Contact Area S.F.F.C.M.U. Split Face Fluted Concrete Masonry Unit.

S.F.G. Square Foot of Ground S.F. Hor. Square Foot Horizontal S.R.F. Square Foot of Radiation S.F.Shlf. Square Foot of Shelf S4S Surface 4 Sides Shee. Sheet Metal Worker Sin. Sine Skwk. Skilled Worker S.L. Saran Lined

S.L. Slimline Sldr. Solder S.N. Solid Neutral S.P. Static Pressure; Single Pole; Self Propelled Spri. Sprinkler Installer Sq. Square; 100 Square Feet S.P.D.T. Single Pole, Double Throw S.P.S.T. Single Pole, Single Throw SPT Standard Pipe Thread Sq.Hd. Square Head Sq.In. Square Inch S.S. Single Strength; Stainless Steel S.S.B. Single Strength B Grade Sswk. Structural Steel Worker Sswl. Structural Steel Welder St.;Stl. Steel S.T.C. Sound Transmission Coefficient Std. Standard STP Standard Temperature & Pressure

Stpi. Steamfitter, Pipefitter Str. Strength; Starter; Straight Strd. Stranded Struct. Structural Sty. Story

Subj. Subject Subs. Subcontractors Surf. Surface Sw. Switch Swbd. Switchboard S.Y. Square Yard Syn. Synthetic Sys. System

t. Thickness T Temperature; Ton Tan Tangent

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T.C. Terra Cotta T & C Threaded and Coupled T.D. Temperature Difference T.E.M. Transmission Electron Microscopy TFE Tetrafluoroethylene (teflon) T.& G. Tongue & Groove; Tar & Gravel Th.;Thk. Thick Thn. Thin Thrded. Threaded Tilf. Tile Layer Floor Tilh. Tile Layer Helper THW Insulated Strand Wire

THWN;THHN Nylon Jacketed Wire T.L. Truckload Tot. Total T.S. Trigger Start Tr. Trade Transf. Transformer Trhv. Truck Driver, Heavy Trir. Trailer Trit. Truck Driver, Light TV Television T.W. Thermoplastic Water Resistant Wire UCI Uniform Construction Index UF Underground Feeder U.H.F. Ultra High Frequency U.L. Underwriters Laboratory Unfin. Unfinished URD Underground Residential Distribution V Volt V.A. Volt Amperes V.C.T. Vinyl Composition Tile VAV Variable Air Volume VC Veneer Core Vent. Ventilating Vert. Vertical

V.F. Vinyl Faced V.G. Vertical Grain V.H.F. Very High Frequency VHO Very High Output Vib. Vibrating V.L.F. Vertical Linear Foot Vol. Volume W Wire; Watt; Wide; West w/ With W.C. Water Column; Water Closet W.F. Wide Flange

010700-15

W.G. Water Gauge Wldg. Welding W.