Security_Controls_BLDG_F_SPECS.pdf

PROJECT MANUAL

60% CONSTRUCTION

DOCUMENTS

Orange County Corrections Campus Wide Security and Controls Upgrade – Building F

SGM Engineering, Inc.

935 Lake Baldwin Lane Orlando, FL 32814

February, 2022 Volume No. 1 of 1

Orange County Corrections 0 Campus

Wide Security and Controls Upgrade – Building F

TABLE OF CONTENTS

01 10 00 SUMMARY

01 32 13 SCHEDULING OF WORK

01 32 33 PHOTOGRAPHIC DOCUMENTATIONS

01 33 00 SUBMITTALS

01 40 00 QUALITY REQUIREMENTS

01 50 00 TEMP FACILITIES AND CONTROLS

01 73 29 cutting and patching

01 74 23_Final Cleaning

01 78 23 operation and maintenance data

01 78 39 project record documents

02 41 41_Selective Demolition

05 40 00_Light-guage Steel Framing

05 50 00_Metal Fabrications

06 10 00_Rough Carpentry

06 22 00_Millwork

06 60 16_Solid Surface Fabrications

07 27 10_Fire Stopping

07 84 20_Fire Resistive Joint Systems

07 92 00_Joint Sealants

08 31 13_Access Doors and Frames

09 21 16_Gypsum Board Assemblies

09 51 13_Acoustic Panel Ceilings

09 65 19_LVT-Resilient Tile Flooring

09 81 00_Acoustical Insulation

09 91 00_Painting

26 05 00 - common work results for electrical

26 05 01 - investigation of existing electrical systems

26 05 19 - low voltage conductors and cables

26 05 26 - grounding and bonding

26 05 29 - hangers and supports

26 05 33 - raceways and boxes

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26 05 53 - identification of electrical systems

26 27 26 - wiring devices

26 51 00 - INTERIOR LIGHTING

27 26 26 - DATA COMMUNICATIONS INTEGRATION

27 51 23 - Intercom System

28 13 01 - Security Management Server

28 13 02 - Programmable Logic Control System

28 13 03 - Officer Duress System

28 13 10 - ACCESS CONTROL SYSTEM

28 13 13 - Auxiliary Control System

28 23 00 - IP Video Management System

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Campus Wide Security and Controls Upgrade – Building F

Orange County Corrections 0 Campus

Orange County Corrections 0 Campus

Orange County Corrections 01 1000

Campus Wide Security and Controls Upgrade – Building F SUMMARY

SUMMARY 01 1000 - 1

SECTION 01 1000 - SUMMARY

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. This Section includes the following:

1. Work covered by the Contract Documents.

2. Use of premises.

3. Owner's occupancy requirements.

4. Work restrictions.

5. Specification formats and conventions.

1.3 WORK COVERED BY CONTRACT DOCUMENTS

A. The Work consists of the following:

1. The Work includes the following:

• Removal of existing security and controls system.

• Replacement with new PLCs, HMIs, IP Video, CCTV, intercom, door controllers, lighting, water system controllers, and all associated electrical.

1.4 TYPE OF CONTRACT

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

1.5 USE OF PREMISES

A. General: Contractor shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits.

B. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Owner Occupancy: Allow for Owner occupancy of Project site.

2. Driveways and Entrances: Keep driveways, parking areas, 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.

SUMMARY 01 1000 - 2

b. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

C. Use of Existing Building: Maintain existing building in a weathertight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.

1.6 OWNER'S OCCUPANCY REQUIREMENTS

A. Full Owner Occupancy: Owner will occupy site and existing building 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 authorities having jurisdiction.

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

1.7 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed inside the existing building during normal business working hours of 7 a.m. to 5 p.m., Monday through Friday, except otherwise indicated.

1. Weekend Hours: To be coordinated with Owner as needed to keep from obstructing Owners occupancy during change out of equipment or any outage requirements.

2. Hours for Utility Shutdowns: to be coordinated with Owners Representative with a minimum of 72 hours required for shut down.

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

1. Notify Owner not less than 3 days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Owner's written permission.

1.8 SPECIFICATION FORMATS AND CONVENTIONS

A. Specification Format: The Specifications are organized into Divisions and Sections using the 50-division format and CSI/CSC's "MasterFormat" numbering system.

1. Section Identification: The Specifications use Section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete because all available Section numbers are not used. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of Sections in the Contract Documents.

2. Division 01: Sections in Division 01 govern the execution of the Work of all Sections in the Specifications.

SUMMARY 01 1000 - 3

B. 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. Abbreviated Language: Language used in the Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate.

Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates.

2. Imperative mood and streamlined language are generally used in the Specifications.

Requirements expressed in the imperative mood are to be performed by Contractor.

Occasionally, the indicative or subjunctive mood may be used in the Section Text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted.

a. 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.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 1000

SUMMARY 01 1000 - 4

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Campus Wide Security and Controls Upgrade – Building F SCHEDULING OF WORK

SCHEDULING OF WORK 01 3213- 1

SECTION 01 3213 – SCHEDULING OF WORK

PART 1 - PART 1 – GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and General Conditions/Provisions of Contract, including Contractual Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section provides for the comprehensive depiction, measurement, assessment and reporting of project progress and status pursuant to the sub-articles entitled "Contractor's

Construction Schedules" of the General Conditions/Provisions. The Contractor's responsibility shall include scheduling of all work within its contractual scope of work, creation of a Preliminary

Schedule, a Baseline Schedule, production of reports, narratives, execution of the plan described by the current accepted schedule, participation in meetings with the Owner’s

Representative, and submission of Progress Schedules and revision data, as set forth herein.

Conventional Critical Path Method (CPM) techniques must be utilized to satisfy the requirements of this section.

1.3 DEFINTIONS

A. Activity: A discrete entity of a project schedule that when combined relationally with others develop a network that can be used for planning, scheduling, and monitoring of a construction project. Activities contain duration derived from applied resources such as cost, manpower, equipment and material.

1. Critical Activity: An activity that must start and finish as planned.

2. Predecessor Activity: An activity preceding another activity in a network.

3. Successor Activity: An activity succeeding another activity in a network.

B. Critical Path Method (CPM): An analytical process of scheduling activities using formalized procedures such as “forward pass” and “backward pass” establishing the optimum sequence and duration of operation inclusive of the interrelation of the effort required for the timely completion of the project. Forward pass calculations provide the earliest time in which a project can complete providing “early” dates. Backward pass calculations provide the latest time in which a project can complete providing “late” dates.

C. Total Float: The difference between the early and late dates and is the amount of time an activity can be delayed without delaying the overall project completion.

1. Float is not intended for the exclusive use or benefit of either the Owner or Contractor. It is considered jointly owned by both parties and is a resource available as needed to meet the Contract Times.

2. Float suppression techniques such as use of discretionary logic, inflated activity duration and/or lag/lead is prohibited.

D. Critical Path: The longest continuous path of interrelated activities with the least amount of total float establishing the minimum overall duration of the project from the data date to completion.

SCHEDULING OF WORK 01 3213- 2

E. Data Date: The date (and time) by which all progress is captured for a given time period.

F. Work Breakdown Structure (WBS): A hierarchical arrangement that defines the project by phases, deliverables, and work packages.

1. WBS shall be the Contractor’s primary means to organize the schedule. The Owner’s

Representative may need to dictate the Contractor’s WBS levels to adhere to the overall program organization.

2. Activity Coding at the PROJECT LEVEL can be used by the Contractor as a secondary means of organizing the schedule, but GLOBAL Activity Coding is prohibited.

G. Cost Loading: The allocation of the schedule of values necessary for the completion of an activity as planned. The sum of the costs for all activities must equal the total Contract Price unless otherwise approved by the Owner’s Representative.

1. Cost Loading, at a minimum, must inherently depict the monthly cash flow derived from the CPM Schedule.

H. Resource Loading: The allocation of manpower, material, and equipment necessary for the completion of an activity as planned.

1. Manpower loading must be defined utilizing manhours per activity.

I. Relationship Types: Activity dependency or CPM Schedule logic

1. Finish-to-Start (FS) - A relationship between activities in which the start of a successor activity depends on the finish of its predecessor activity.

2. Start-to-start (SS) - A relationship between activities in which the start of a successor activity depends on the start of its predecessor activity.

3. Finish-to-Finish (FF) - A relationship between activities in which the finish of a successor activity depends on the finish of its predecessor activity.

4. Start-to-Finish (SF) - A relationship between activities in which the finish of a successor activity depends on the start of its predecessor activity. (Rarely used)

J. Open-Ends: Activities without predecessor or successor activities.

K. Dangling Activities: Activities with FF or SF predecessor relationship types (open start) or SS or

SF successor relationship types (open finish).

1.4 QUALITY ASSURANCE

A. Scheduling Qualifications: The Contractor must employ a designated Project Scheduler or

Scheduling Consultant. This specialist must be experienced in CPM Schedule development, management and reporting and have a minimum of 5 years’ experience with Primavera

Scheduling Software, preferably P6, on Projects of similar size and complexity.

1. At any time, the Owner’s Representative may order the Contractor to replace the designated scheduler with another if the current scheduler is deemed unacceptable based on qualifications or performance.

SCHEDULING OF WORK 01 3213- 3

B. Required Computerized CPM Scheduling System: For Projects exceeding $2 million in Contract

Price, Oracle Primavera P6 Professional Project Management (P6 PPM) or Oracle Primavera

P6 Ente Owner’s Representative Project Portfolio Management (P6 EPPM) must be the computer scheduling software system utilized. For Projects less than $2 million, any other planning software may be employed (e.g., Primavera Contractor, Microsoft Project, etc.)

providing the Critical Path can be derived.

C. Schedule Alignment Meeting: Conduct a Prescheduling conference at Project Site to ensure compliance with all requirements within this Section as well as related documents as it relates to

CPM Schedule development, management and reporting including but not limited to:

1. Review Planning Software.

2. Verify Scheduling Qualifications.

3. CPM Schedule Organization (WBS) and Detail.

4. Owner / Interface Milestones between concurrent or other Projects.

5. Review time required for Owner / Owner’s Representative activity such as submittal review, testing and inspecting, commissioning, training, and closeout.

6. Updating Procedures.

7. Activity ID Coding and File Nomenclature and submission.

8. Coordination and time commitments for subcontractors and all other entities involved.

1.5 SUBMITTALS

A. Submit the following in accordance with the General Conditions of the Contract for Construction

(GC).

B. Format: Submit required submittals via email unless directed otherwise by the Owner’s

Representative in the following format:

1. Working P6 electronic (XER) file with the following File Naming Structure indicative of Bid

Package Number, Data Date, and file extension:

a. dd-mmm-yy.xer(mpp)

2. PDF files for Detailed (All Activities) CPM Schedule and Longest Path with the following

Title Block information (use Header and/or Footer):

a. Contractor’s Name

b. Owner’s Bid Package Number & Project Name

c. Schedule Type (e.g., “Detailed Schedule”, “Longest Path”, etc.)

d. Data Date

e. Run Date

f. File Name

g. Symbol Legend

h. P6 Project ID

i. Layout & Filter Name

PART 2 - PRODUCTS

2.1 CONTRACTOR’S PROJECT SCHEDULES

SCHEDULING OF WORK 01 3213- 4

A. Produce the following Construction Schedules in accordance with the General Conditions of the

Contract for Construction (GC).

1. Preliminary Schedule

2. Baseline Schedule

3. Progress Schedules

B. Produce the following Schedules as required and in accordance with the General Conditions of the Contract for Construction (GC) as applicable.

1. Recovery Schedules

a. If at any time the Contractor’s Progress Schedule indicates the project is two or more weeks (14 calendar days) behind any current contractual completion date(s), the Contractor must first submit both a graphic (Longest Path) and written

(narrative) report measuring the extent of the delay regardless of assumed causation and then a separate Recovery Schedule indicating means by which the

Contractor intends to regain schedule compliance.

2. Job Coordination Meeting (JCM) Look-Ahead Schedules

a. With each monthly Progress Schedule, the Contractor must develop a Four Week

Look-Ahead Schedule derived from the update indicating one week of As-Built progress prior to the Data Date and four weeks of As-Planned progress beyond the Data Date. It is intended that this document shall serve as the working schedule document at the JCM to ascertain incremental weekly progress until the following monthly Progress Schedule is updated. If at the discretion of the

Owner’s Representative this document becomes unusable due to out of sequence progress or for other reasons such that the incremental weekly progress cannot be ascertained, the Contractor must implement weekly updates until the Owner’s

Representative is satisfied that the progress is being accurately depicted.

b. Look-Ahead Schedules must be submitted in colored .pdf format via email to the

Owner’s Representative at least 48 hours prior to the JCM.

3. Delay Claim Entitlement Schedules

a. If at the Contractor’s discretion a delay beyond the Contractors control is encountered and after the Contractor has made every effort and reasonable attempt to mitigate the impacts of the delay without additional costs to the Owner or disruption to the project, a request for additional time may be requested. All requests for extensions of time must be submitted within the confines of the

Contract and accompanied by a reputable delay analysis technique and narrative.

Time extensions shall only be granted if the delay is excusable and impacts the critical path of the project at the time of the delay.

4. As-Built Schedules

a. After all Contract work items are complete, and prior to final payment, the

Contractor shall submit the final Progress Schedule that will be called the "As-

SCHEDULING OF WORK 01 3213- 5

Built" Schedule, showing actual start and actual finish dates for all schedule activities and milestones.

5. Early Completion Schedules

a. The contract completion date shall not be changed by submission of a schedule that shows an early completion unless specifically authorized by Owner’s

Representative Change Order.

2.2 CONTRACTOR’S SCHEDULE NARRATIVES

A. Any and all Project Schedules (e.g., Preliminary, Baseline, Progress, Recovery and/or Request for Time Extension) shall be submitted with an accompanying narrative explaining the schedule consistent with its purpose.

2.3 MONTHLY REPORTS

A. Summary Level Schedules, Cash Flow Curves, and physical percent complete based on manpower analysis derived from the monthly Progress Schedule must accompany the

Contractor’s Monthly Reports.

PART 3 - EXECUTION

3.1 SCHEDULE REQUIREMENTS

A. Activity Types: In addition to construction activities, the CPM Schedules shall include other individual activities and milestones as applicable:

1. Contractual milestones, such as Notice to Proceed, Substantial Completion, Certificate of

Occupancy, Final Completion, or any other Contract milestones.

2. Design deliverables and milestones as applicable.

3. Permitting Activities as applicable.

4. Procurement Activities such as: subcontractor scope review and buyout, submittal and shop drawing preparation, submittal approval, release and order of material and equipment, material and equipment fabrication and delivery.

5. Interim Contractor's milestones as applicable.

6. All Utility Outage Notifications (UON’s) as required.

7. Owner Activities such as Owner Furnished Contractor Installed (OFCI), Owner Furnished and Owner installed (OFOI), Tenant move-out and occupancy, swing space and Owner required utility payments or any other Owner activity that may affect schedule.

8. Completion Activities such as Commissioning, testing, turnover, training, Contractor and

Owner’s Representative punch and final inspections by system.

B. The Owner’s Representative may identify additional interfaces during the Work and the

Contractor will incorporate these in the Progress Schedule as required. No composite activities allowed. The CPM Schedules must break out all activities into their respective trades. At a minimum, at least one construction activity and one procurement string must be identified in the

CPM Schedules for each subcontractor on the project as applicable.

SCHEDULING OF WORK 01 3213- 6

C. Activity ID’s: The Contractor’s CPM Schedule shall contain an intelligent activity identification coding system that must include the Project Number as a prefix to all Activity ID’s in the schedule. If activities are deleted from the schedule after the Baseline has been accepted, the

Contractor must log these occurrences and submit this information to the Owner’s

Representative consistent with the schedule submission inclusive of the activity deletions. It is recommended that the Contractor include this information with the accompanying schedule narrative. Duplication of Activity ID’s with differing activity descriptions is prohibited.

D. Activity Duration: With exception to the Preliminary Schedule, the duration for each activity shall be based on manpower assignment and production rates estimated in workdays and may not exceed 20 days except for:

1. Procurement Activities such as fabrication or lead time. Procurement activity strings must include separate activities for submittal preparation, approval, release and order, fabricate and delivery. Any procurement activity requiring duration greater than 60 days must be explained by the Contractor before accepted into the CPM Schedules by the

Owner’s Representative relationship types shall be utilized to show activity dependence.

At a minimum, each activity shall have one FS or SS predecessor and one FS or FF successor except for the first and last activities in the network such that no other activities shall be open-ended or dangling.

E. Lags and Leads: The use of lags or leads between activities is not encouraged. Instead, it is preferable to use an activity to represent the time lapse between two activities. The use of negative lags is prohibited.

F. Date Constraints: The use of constraints is not encouraged but at times necessary especially considering internal Owner operation and external Owner projects that may be occurring simultaneously with inter-project dependency. Any use of constraints must be explained by the

Contractor consistent with the schedule submission inclusive of the constraint(s). Depending on the type of constraint(s) used and where the constraint(s) are applied may lead to suspect schedule calculations specifically related to total float. It is the responsibility of the Contractor to verify the accuracy of the schedule calculations derived from the use of constraints.

G. Calendars: With the sole exception of the required Global Resource Calendar, all calendars must be represented on the Project Level and shall not inherit holidays or exceptions derived from their originating Global Calendar. Any other use of Global Calendars is prohibited. Any schedule submitted with Global Calendars will be rejected and not accepted until remedied. It is recommended that the Contractor develop the following Project Calendars with the following labels:

1. 5 Day-8hrs/day (with 7 standard holidays) depicting the standard work week (M-F) with

Saturday, Sundays and the Standard Holidays represented as non-workdays. Standard holidays include: New Year’s Day, Memorial Day, Fourth of July, Labor Day, Thanksgiving Day and Friday after and Christmas Day.

a. Assign this calendar to all Contractors’ general work activities.

b. Assign this calendar to all Owner activity.

2. 7 Day-8hrs/day (All Days) depicting all days containing no holidays or non-workdays.

SCHEDULING OF WORK 01 3213- 7

a. Assign this calendar to all Summary or Level of Effort Activities.

b. Assign this calendar to Contractual Milestones.

H. Other Project Calendars may be used as needed by the Contractor on a case-by-case basis but in each case, supporting documentation explaining its use must be submitted to the Owner’s

Representative for acceptance. All Project Calendars detailed work hours by workday must be set to 8:00am-12:00pm and from 1:00pm-5pm with 12:00pm-1:00pm represented as a non-work hour such that each workday is representative of 8 hours unless approved otherwise by the

Owner’s Representative.

I. Activity Coding: The Contractor must utilize WBS to organize the CPM Schedules. Prior to and part of the Owner’s Representative Baseline Schedule acceptance, the Contractor must provide the Owner’s Representative their proposed WBS for Owner’s Representative approval.

J. Data Dates: The Data Date shall be controlled by the Owner’s Representative so that all

Contractors are using the exact same dates each month consistent with the Owner’s overall program. The Owner shall provide the Contractor reporting calendar information where monthly update Data Dates will be specified.

3.2 CONTRACT MODIFICATIONS

A. For each proposed contract modification and concurrent with its submission, the Contractor shall prepare a delay analysis demonstrating the impact of the proposed change on the overall project schedule or interim contract milestone(s) if applicable. If said change is approved by the

Owner’s Representative, the Contractor shall incorporate the contract modification into the

Progress Schedules for the period in which the change was issued.

3.3 SCHEDULE CALCULATIONS AND DIAGNOSTICS

A. Multiple Project Schedules will be maintained within the Owner’s Representative scheduling system. As such, all schedule data submitted by the Contractor must be submitted on the

Project Level. No Global data shall be accepted unless specified otherwise herein.

B. Schedule Calculations and Settings:

1. Maintain open-ended activities as non-critical.

2. All project schedule files shall be updated with actual progress using retained logic prior to submission. Progress override is prohibited.

3. Start-to-Start lag shall be calculated from Early Start.

4. Define critical activities as Longest Path providing it is a continuous path emanating from the Data Date to project completion. Otherwise, use total float less than or equal to zero days.

5. Compute total float as finish float.

6. Relationship Lag shall be calculated based on the Predecessor Activity Calendar.

7. Use Remaining Duration to ascertain activity progress and not percent complete.

C. Schedule Diagnostics: All Project Schedules shall be calculated and analyzed then corrected for all open ended and dangling activities, out of sequence progress and associated schedule corrections as applicable. No activities shall be progressed beyond the Data Date.

SCHEDULING OF WORK 01 3213- 8

3.4 SPECIAL SCHEDULE REPORTS

A. At times and within reason, the Owner’s Representative may direct the Contractor to develop special reports as needed.

END OF SECTION 01 3213

SCHEDULING OF WORK 01 3213- 9

Orange County Corrections 01 32 33

Campus Wide Security and Controls Upgrade – Building F PHOTOGRAPHIC

DOCUMENTATION

PHOTOGRAPHIC DOCUMENTATION 01 32 33 - 1

SECTION 01 3233 - PHOTOGRAPHIC DOCUMENTATION

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and General Conditions/Provisions of Contract, including Contractual Conditions and other Division 1 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes construction video

1.3 SUBMITTALS

A. Submit two Recordable Discs (CD-R, DVD ± R) of the entire construction site prior to the commencement of any work. Video format shall be compatible with the latest release of Windows Media Player. The discs shall be reviewed and approved by the RPR prior to the commencement of construction activity.

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION

3.1 PRE-CONSTRUCTION RECORDABLE DISCS

A. Before starting construction, record video of the site and surrounding properties from different points of view as selected by the Owner’s Representative and A/E. Record pre-existing conditions of the site and abutting properties obtained from several perspectives. Provide narrative describing the vantage point and area being recorded.

1. Take videos in sufficient number to show existing conditions adjacent to the property before starting work.

2. Take videos of existing improvement adjoining the property in sufficient detail to record accurately the physical conditions at the start of construction.

END OF SECTION 01 3233

Orange County Corrections 01 32 33

Campus Wide Security and Controls Upgrade – Building F PHOTOGRAPHIC

DOCUMENTATION

PHOTOGRAPHIC DOCUMENTATION 01 32 33 - 2

Orange County Corrections 01 3300

Campus Wide Security and Controls Upgrade – Building F SUBMITTAL PROCEDURES

SUBMITTAL PROCEDURES 01 3300 - 1

SECTION 01 3300 - SUBMITTAL 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. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

B. Related Sections include the following:

1. Division 01 Section "Closeout Procedures" for submitting warranties.

2. Division 01 Section "Project Record Documents" for submitting Record Drawings, Record

Specifications, and Record Product Data.

3. Division 01 Section "Operation and Maintenance Data" for submitting operation and maintenance manuals.

4. Divisions 02 through 49 Sections for specific requirements for submittals in those

Sections.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Owner’s responsive action.

B. Informational Submittals: Written information that does not require Engineer’s and Owner’s responsive action. Submittals may be rejected for not complying with requirements.

1.4 SUBMITTAL PROCEDURES

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

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

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

a. Owner and Engineer’s reserve the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Submittals Schedule: All submittals shall be received by the Owner within 14 days of notice to proceed. Submittals shall be approved prior to commencement of work.

SUBMITTAL PROCEDURES 01 3300 - 2

C. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Engineers 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 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. The Owner 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 15 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 21 days for initial review of each submittal.

D. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 6 by 8 inches on label or beside title block to record

Contractor's review and approval markings and action taken by Engineer.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of Engineer.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

h. Submittal number or other unique identifier, including revision identifier.

1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 06100.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 06100.01.A).

E. 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.

F. 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.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

SUBMITTAL PROCEDURES 01 3300 - 3

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

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

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

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Standard color charts.

e. Manufacturer's catalog cuts.

f. Wiring diagrams showing factory-installed wiring.

g. Printed performance curves.

h. Operational range diagrams.

i. Mill reports.

j. Standard product operation and maintenance manuals.

k. Compliance with specified referenced standards.

l. Testing by recognized testing agency.

m. Application of testing agency labels and seals.

n. Notation of coordination requirements.

4. Submit Product Data before or concurrent with Samples.

5. Number of Copies: Submit 7 copies of Product Data, unless otherwise indicated.

Engineer will return 6 copies. Mark up and retain one returned copy as a Project Record Document.

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

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

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

f. Shopwork manufacturing instructions.

g. Templates and patterns.

h. Schedules.

i. Design calculations.

j. Compliance with specified standards.

k. Notation of coordination requirements.

l. Notation of dimensions established by field measurement.

m. Relationship to adjoining construction clearly indicated.

n. Seal and signature of professional engineer if specified.

o. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches.

SUBMITTAL PROCEDURES 01 3300 - 4

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. 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 Engineer.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp.

3.2 ENGINEER’S ACTION

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

B. Action Submittals: Engineer will review each submittal, make marks to indicate corrections or modifications required, and return it.

C. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review.

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

END OF SECTION 01 3300

Orange County Corrections 01 4000

Campus Wide Security and Controls Upgrade – Building F QUALITY REQUIREMENTS

QUALITY REQUIREMENTS 01 4000 - 1

SECTION 01 4000 - 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. This Section includes administrative and procedural requirements for quality assurance and quality control.

B. Testing and inspecting 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 -control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products.

2. Specified tests, inspections, and related actions do not limit Contractor's other quality-assurance and -control procedures that facilitate compliance with the Contract Document requirements.

3. Requirements for Contractor to provide quality-assurance and -control services required by Engineer or authorities having jurisdiction are not limited by provisions of this Section.

C. Related Sections include the following:

1. Division 01 Section "Cutting and Patching" for repair and restoration of construction disturbed by testing and inspecting activities.

2. Divisions 02 through 49 Sections for specific test and inspection requirements.

1.3 DEFINITIONS

A. 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.

B. 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. Services do not include contract enforcement activities performed by Engineer.

C. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards.

QUALITY REQUIREMENTS 01 4000 - 2

D. Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e., plant, mill, factory, or shop.

E. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work.

F. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency.

G. 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, and similar operations.

1. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespeople of the corresponding generic name.

1.4 CONFLICTING REQUIREMENTS

A. General: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding.

B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be 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.

1.5 SUBMITTALS

A. Schedule of Tests and Inspections: Prepare in tabular form and include the following:

1. Specification Section number and title.

2. Description of test and inspection.

3. Identification of applicable standards.

4. Identification of test and inspection methods.

5. Number of tests and inspections required.

6. Time schedule or time span for tests and inspections.

7. Entity responsible for performing tests and inspections.

8. Requirements for obtaining samples.

9. Unique characteristics of each quality-control service.

B. Reports: Prepare and submit certified written reports that include the following:

1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

4. Dates and locations of samples and tests or inspections.

QUALITY REQUIREMENTS 01 4000 - 3

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 inspecting.

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.

C. Permits, Licenses, and Certificates: For Owner's records, 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.

1.6 QUALITY ASSURANCE

A. General: Qualifications paragraphs in this Article establish the minimum qualification levels required; individual Specification Sections specify additional requirements.

B. Installer Qualifications: A firm or individual experienced in installing, erecting, 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.

C. 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.

D. 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.

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 are similar to those indicated for this Project in material, design, and extent.

F. Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated.

1. Requirement for specialists shall not supersede building codes and regulations governing the Work.

G. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 548; and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction, that is acceptable to authorities.

1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.

QUALITY REQUIREMENTS 01 4000 - 4

2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program.

H. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project.

I. 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:

1. Contractor responsibilities include the following:

a. Provide test specimens representative of proposed products and construction.

b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work.

c. Provide sizes and configurations of test assemblies, mockups, and laboratory mockups to adequately demonstrate capability of products to comply with performance requirements.

d. Build site-assembled test assemblies and mockups using installers who will perform same tasks for Project.

e. Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work.

f. When testing is complete, remove test specimens, assemblies, mockups, and laboratory mockups; do not reuse products on Project.

1.7 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 inspecting they are engaged to perform.

2. Payment for these services will be made from testing and inspecting 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. Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. 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.

1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services.

a. Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner.

2. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service.

QUALITY REQUIREMENTS 01 4000 - 5

3. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility.

4. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct.

C. 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 Division 01 Section "Submittal Procedures."

D. 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.

E. Testing Agency Responsibilities: Cooperate with Engineer and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections.

1. Notify Engineer and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services.

2. Determine the location 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 quality-control 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 any duties of Contractor.

F. Associated Services: Cooperate with agencies 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:

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 inspecting. 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 inspecting equipment at Project site.

G. Coordination: Coordinate sequence of activities to accommodate required quality-assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate…