Construction_Specifications_.pdf

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Attached to
Orange County Convention Center North/South Building Roof Replacement
Solicitation number
Y23-7004
Issued by
Orange County, Orlando City, Florida

About this file

This document is a comprehensive project manual and construction specification for the Orange County Convention Center's North/South Building Roof Replacement project, prepared by multiple engineering and architectural firms including A/R/C Associates, SGM Engineering, and Base Consultants. The project, identified by the code Y22-806, involves a comprehensive roof replacement and designated repairs for the North and South Buildings located at 9800 International Drive in Orlando, Florida. The solicitation was released on May 10th, 2023, with electronic bid submissions due by 4:00 pm EST on Thursday, August 3, 2023. The estimated project cost is $33,607,300.00, and the work includes removing existing roof membranes, installing new 80 mil PVC single-ply roofing systems, adding insulation, replacing edge metals and gutters, upgrading lightning protection, and performing mechanical, electrical, and plumbing-related improvements.

The project requires bidders to submit electronic responses through the ProcureNow OpenGov e-Procurement Platform, with a mandatory pre-bid question submission deadline of July 11, 2023, at 5:00 pm EST. Bidders must create a free account on the platform and are responsible for ensuring timely upload of their proposals. The project specifications detail extensive technical requirements, including specific insulation installations, mechanical equipment replacements, and electrical system upgrades. The roof replacement will involve multiple building sections with varying existing conditions, and contractors are required to provide comprehensive documentation, including warranties, test reports, and photographic documentation. Technical support for the bidding process is available through ProcureNow's service desk via chat, email, and phone.

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Text version

00 00 01 - 1

PROJECT MANUAL

ROOF REPLACEMENT AND DESIGNATED REPAIRS

AT THE

ORANGE COUNTY CONVENTION CENTER: NORTH/SOUTH BUILDING

9800 INTERNATIONAL DRIVE, ORLANDO, FL 32819

For

ORANGE COUNTY CONVENTION CENTER

9800 International Drive Orlando, Florida 32819

PREPARED BY:

A/R/C ASSOCIATES, INCORPORATED

601 North Fern Creek Avenue - Suite 100 Orlando, Florida 32803

(407) 896-7875

SGM ENGINEERING, INCORPERATED

935 Lake Baldwin Lane Orlando, Florida 32814

(407) 767-5188

BASE CONSULTANTS

1214 East Concord Street Orlando, Florida 32803

(407) 896-7875

Date: May 10th, 2023

00 00 03 - 1

TABLE OF CONTENTS

ROOF REPLACMENT AND DESIGNATED REPAIRS

ORANGE COUNTY CONVENTION CENTER: NORTH/SOUTH BUILDING

9800 INTERNATIONAL DRIVE, ORLANDO, FL 32819

For

ORANGE COUNTY CONVENTION CENTER

9800 International Drive Orlando, Florida 32819

PREPARED BY:

A/R/C ASSOCIATES, INCORPORATED

601 North Fern Creek Avenue - Suite 100 Orlando, Florida 32803

(407) 896-7875 FAX # (407) 898-6043

SGM ENGINEERING, INCORPERATED

935 Lake Baldwin Lane Orlando, Florida 32814

(407) 767-5188

BASE CONSULTANTS

1214 East Concord Street Orlando, Florida 32803

(407) 896-7875

Section 00 00 01 Title Page 1 (only) Section 00 00 03 Table of Contents 1 thru 3 Section 00 00 04 Project Drawing Index 1 thru 5

Divisions 1 - General Requirements

Section 01 11 00 Summary of Work 1 thru 7 Section 01 25 00 Substitution Procedures 1 thru 4 Section 01 26 00 Contract Modification Procedures 1 thru 3 Section 01 29 00 Payment Procedures 1 thru 6 Section 01 31 00 Project Management and Coordination 1 thru 4 Section 01 31 19 Project Meetings 1 thru 5

00 00 03 - 2

Section 01 32 00 Construction Progress Documentation 1 thru 8 Section 01 32 33 Photographic Documentation 1 thru 2 Section 01 33 00 Submittal Procedures 1 thru 17 Section 01 40 00 Quality Requirements 1 thru 11 Section 01 42 00 References 1 thru 2 Section 01 50 00 Temporary Facilities and Controls 1 thru 13 Section 01 60 00 Product Requirements 1 thru 5 Section 01 73 00 Execution 1 thru 8

Section 01 73 29 Cutting and Patching 1 thru 5 Section 01 77 00 Closeout Procedures 1 thru 10 Section 01 78 00 Warranties and Bonds 1 thru 3 Section 01 78 23 Operations and Maintenance Data 1 thru 7

Section 01 78 39 Project Record Documents 1 thru 3

Division 2 - Site Work

Section 02 25 29 Existing Condition Assessment 1 thru 2 Roof Cut Data 1 thru 14 Brady IR Thermal Scan Report 1 thru 81

Section 02 41 16 Selective Demolition 1 thru 2

Division 5 - Metals

Section 05 12 00 Structural Steel 1 thru 5 Section 05 40 00 Cold Formed Metal Framing 1 thru 6

Division 6 - Wood

Section 06 10 53 Miscellaneous Rough Carpentry 1 thru 6

Division 7 - Thermal and Moisture Protection

Section 07 51 00 Preparation for Re-Roofing 1 thru 3 Section 07 54 16 Thermoplastic Single Ply Roofing 1 thru 17 Applicator’s Warranty 1 thru 2 Section 07 62 00 Sheet Metal Flashing and Trim 1 thru 7 Section 07 92 00 Joint Sealers 1 thru 5

Division 22 – Plumbing

Section 22 05 00 Common Work Results for Plumbing 1 thru 8 Section 22 05 29 Hangers and Supports for Plumbing Piping 1 thru 10 and Equipment Section 22 05 53 Identification for Plumbing Piping and 1 thru 6 Equipment Section 22 07 00 Plumbing Insulation 1 thru 22 Section 22 14 13 Facility Storm Drainage Piping 1 thru 10 Section 22 14 23 Storm Drainage Piping Specialties 1 thru 4

00 00 03 - 3

Division 23 – Heating, Ventilating, and Air Conditioning (HVAC)

Section 23 05 00 Common Work Results for Mechanical 1 thru 4 Section 23 05 01 Investigation of Existing Mechanical Systems 1 thru 2 Section 23 05 10 Basic Mechanical Materials and Methods 1 thru 16 Section 23 05 13 Common Motor Requirements for HVAC 1 thru 4 Equipment Section 23 05 29 Hangers and Supports for HVAC Piping and 1 thru 8 Equipment Section 23 05 48 Vibration and Seismic Controls for HVAC Piping 1 thru 6 and Equipment Section 23 05 53 Identification for HVAC Piping and Equipment 1 thru 4 Section 23 05 93 Testing, Adjusting, and Balancing 1 thru 14 Section 23 34 23 Power Ventilators 1 thru 8

Division 26 – Electrical

Section 26 05 00 Common Work Results for Electrical 1 thru 8 Section 26 05 01 Investigation of Existing Electrical Systems 1 thru 2 Section 26 05 19 Low-Voltage Electrical Power Conductors and 1 thru 8 Cables Section 26 05 26 Grounding and Bonding for Electrical Systems 1 thru 14 Section 26 05 29 Hangers and Supports for Electrical Systems 1 thru 6 Section 26 05 33 Raceway and Boxes for Electrical Systems 1 thru 18 Section 26 05 53 Identification for Electrical Systems 1 thru 8 Section 26 05 73 Overcurrent Device Coordination with ARC Flash 1 thru 10 Analysis Section 26 08 16 Demonstration of Completed Electrical Systems 1 thru 4 Section 26 24 13 Switchboards 1 thru 10 Section 26 24 16 Panelboards 1 thru 12 Section 26 27 26 Wiring Devices 1 thru 12 Section 26 28 13 Fuses 1 thru 4 Section 26 28 16 Enclosed Switches and Circuit Breakers 1 thru 8 Section 26 29 13 Enclosed Controllers 1 thru 8 Section 26 41 13 Lightning Protection for Structures 1 thru 6 Section 26 43 13 Surge Protection Devices 1 thru 12

Division 28 – Electronic Safety and Security

Section 28 31 11 Addressable Fire-Alarm System 1 thru 40

Division 48 – Electrical Power Generation

Section 48 14 00 Photovoltaic Solar Grid Tied System 1 thru 10

Plans (40 x 32 format)

See Section 00 00 04 Drawing Index.

The Contractor shall check the pages with the index completeness; if any pages are missing or illegible, request replacements.

00 00 04 - 1

DRAWING INDEX

ROOF REPLACMENT AND DESIGNATED REPAIRS

ORANGE COUNTY CONVENTION CENTER: NORTH/SOUTH BUILDING

9800 INTERNATIONAL DRIVE, ORLANDO, FL 32819

For

ORANGE COUNTY CONVENTION CENTER

9800 International Drive Orlando, Florida 32819

PREPARED BY:

A/R/C ASSOCIATES, INCORPORATED

601 North Fern Creek Avenue - Suite 100 Orlando, Florida 32803

(407) 896-7875 FAX # (407) 898-6043

SGM ENGINEERING, INCORPERATED

935 Lake Baldwin Lane Orlando, Florida 32814

(407) 767-5188

BASE CONSULTANTS

1214 East Concord Street Orlando, Florida 32803

(407) 896-7875

Plans (40 x 32 format)

CS - COVER SHEET, SITE VICINITY MAP, SECTOR AND STAGING MAP, AND

DRAWING INDEX

G01 - OVERALL ROOF PLANS, ROOF SCHEDULE, CODE DATA AND GENERAL

NOTES

G02 – SITE MOBILIZATION PLAN

G03 – FASTENER SCHEDULE AND MASTER SYMBOLS LEGEND

D01 - ROOF DEMOLITION AREAS – N/1, N/2, N/6, N/7, N/10, N/11, N/13, N/15 –

PARTIAL PLAN

00 00 04 - 2

D02 - ROOF DEMOLITION AREAS – N/2, N/3, N/4, N/7, N/8, N/11, N/12, N/13, N/14, N/15, N/16 – PARTIAL PLAN

D03 - ROOF DEMOLITION AREAS – N/4, N/5, N/8, N/11, N/12, N/13, N/14, N/15, N/16 –

PARTIAL PLAN

D04 - ROOF DEMOLITION AREAS – N/15 – PARTIAL PLAN

D05 - ROOF DEMOLITION AREAS – N/15, N/16 – PARTIAL PLAN

D06 - ROOF DEMOLITION AREAS – N/16 – PARTIAL PLAN

D07 - ROOF DEMOLITION AREAS - N/15, N/17, N/19, S/18 - PARTIAL PLAN

D08 - ROOF DEMOLITION AREAS - N/15, N/16, N/17, N/18 N/19, N/20, N/21, S/18, S/19, S/20 - PARTIAL PLAN

D09 - ROOF DEMOLITION AREAS - N/16, N/18, N/20, S/19 - PARTIAL PLAN

D10 - ROOF DEMOLITION AREAS - S/12, S/13, S/16, S/18 - PARTIAL PLAN

D11 - ROOF DEMOLITION AREAS - S/13, S/14, S/16, S/17, S/18, S/19 - PARTIAL PLAN

D12 - ROOF DEMOLITION AREAS - S/14, S/17, S/19, - PARTIAL PLAN

D13 - ROOF DEMOLITION AREAS - S/5, S/6, S/7, S/8, S/11, S/12, S/13 - PARTIAL PLAN

D14 - ROOF DEMOLITION AREAS - S/3, S/4, S/5, S/8, S/9, S/13, S/14 - PARTIAL PLAN

D15 - ROOF DEMOLITION AREAS - S/1, S/2, S/3, S/9, S/10, S/14, S/15 - PARTIAL PLAN

A01 - ROOF AREAS - N/1, N/2, N/6, N/7, N/10, N/11, N/13, N/15 - PARTIAL PLAN

A02 - ROOF AREAS - N/2, N/3, N/4 N/7, N/8, N/11, N/12, N/13, N/14, N/15, N/16 -

PARTIAL PLAN

A03 - ROOF AREAS - N/4, N/5, N/8 N/12, N/14, N/16 - PARTIAL PLAN

A04 - ROOF AREAS - N/15, - PARTIAL PLAN

A05 - ROOF AREAS - N/15, N/16 - PARTIAL PLAN

A06 - ROOF AREAS - N/16 - PARTIAL PLAN

A07 - ROOF AREAS - N/15, N/17, N/19, S/18 - PARTIAL PLAN

A08 - ROOF AREAS - N/15, N/16, N/17, N/18 N/19, N/20, N/21, S/18, S/19, S/20 - PARTIAL

PLAN A09 - ROOF AREAS - N/16, N/18, N/20, S/19 - PARTIAL PLAN

A10 - ROOF AREAS - S/12, S/13, S/16, S/18 - PARTIAL PLAN

A11 - ROOF AREAS - S/13, S/14, S/16, S/17, S/18, S/19 - PARTIAL PLAN

A12 - ROOF AREAS - S/14, S/17, S/19, - PARTIAL PLAN

A13 - ROOF AREAS - S/5, S/6, S/7, S/8, S/11, S/12, S/13 - PARTIAL PLAN

A14 - ROOF AREAS - S/3, S/4, S/5, S/8, S/9, S/13, S/14 - PARTIAL PLAN

A15 - ROOF AREAS - S/1, S/2, S/3, S/9, S/10, S/14, S/15 - PARTIAL PLAN

A16 - EDGE DETAILS

A17 - BASE FLASHING DETAILS

A18 - FABRICATION DETAILS

A19 - MISCELLANEOUS DETAILS

A20 - EXPANSION JOINT DETAILS

A21 - MECHANICAL DETAILS

A22 - PIPE PENETRATION DETAILS

A23 - DRAINAGE DETAILS

M001 - MECHANICAL SYMBOLS & SPECIFICATION

M002 - MECHANICAL GENERAL NOTES

MD201 - MEHCANICAL DEMO AREAS - N/1, N/2, N/6, N/7, N/10, N/11, N/13, N/15 -

PARTIAL PLAN

00 00 04 - 3

MD202 - MECHANICAL ROOF DEMO AREAS - N/2, N/3, N/4 N/7, N/8, N/11, N/12, N/13,

N/14, N/15, N/16 - PARTIAL PLAN

MD203 - MECHANICALROOF DEMO AREAS - N/4, N/5, N/8 N/12, N/14, N/16 - PARTIAL

PLAN

MD204 - MECHANICAL ROOF DEMO AREAS - N/15, - PARTIAL PLAN

MD205 - MECHANICAL ROOF DEMO AREAS - N/15, N/16 - PARTIAL PLAN

MD206 - MECHANICAL ROOF DEMO AREAS - N/16 - PARTIAL PLAN

MD207 - MECHANICAL ROOF DEMO AREAS - N/15, N/17, N/19, S/18 - PARTIAL PLAN

MD208 - MECHANICAL ROOF DEMO AREAS - N/15, N/16, N/17, N/18 N/19, N/20, N/21,

S/18, S/19, S/20 - PARTIAL PLAN

MD209 - MECHANICAL ROOF DEMO AREAS - N/16, N/18, N/20, S/19 - PARTIAL PLAN

MD210 - MECHANICAL ROOF DEMO AREAS - S/12, S/13, S/16, S/18 - PARTIAL PLAN

MD211 - MECHANICAL ROOF DEMO AREAS - S/13, S/14, S/16, S/17, S/18, S/19 -

PARTIAL PLAN

MD212 - MECHANICAL ROOF DEMO AREAS - S/14, S/17, S/19, - PARTIAL PLAN

MD213 - MECHANICAL ROOF DEMO AREAS - S/5, S/6, S/7, S/8, S/11, S/12, S/13 -

PARTIAL PLAN

MD214 - MECHANICAL ROOF DEMO AREAS - S/3, S/4, S/5, S/8, S/9, S/13, S/14 -

PARTIAL PLAN

MD215 - MECHANICAL ROOF DEMO AREAS - S/1, S/2, S/3, S/9, S/10, S/14, S/15 -

PARTIAL PLAN

M201 - MEHCANICAL ROOF AREAS - N/1, N/2, N/6, N/7, N/10, N/11, N/13, N/15 - PARTIAL

PLAN

M202 - MECHANICAL ROOF AREAS - N/2, N/3, N/4 N/7, N/8, N/11, N/12, N/13, N/14, N/15, N/16 - PARTIAL PLAN

M203 - MECHANICAL ROOF AREAS - N/4, N/5, N/8 N/12, N/14, N/16 - PARTIAL PLAN

M204 - MECHANICAL ROOF AREAS - N/15, - PARTIAL PLAN

M205 - MECHANICAL ROOF AREAS - N/15, N/16 - PARTIAL PLAN

M206 - MECHANICAL ROOF AREAS - N/16 - PARTIAL PLAN

M207 - MECHANICAL ROOF AREAS - N/15, N/17, N/19, S/18 - PARTIAL PLAN

M208 - MECHANICAL ROOF AREAS - N/15, N/16, N/17, N/18 N/19, N/20, N/21, S/18, S/19

S/20 - PARTIAL PLAN

M209 - MECHANICAL ROOF AREAS - N/16, N/18, N/20, S/19 - PARTIAL PLAN

M210 - MECHANICAL ROOF AREAS - S/12, S/13, S/16, S/18 - PARTIAL PLAN

M211 - MECHANICAL ROOF AREAS - S/13, S/14, S/16, S/17, S/18, S/19 - PARTIAL PLAN

M212 - MECHANICAL ROOF AREAS - S/14, S/17, S/19, - PARTIAL PLAN

M213 - MECHANICAL ROOF AREAS - S/5, S/6, S/7, S/8, S/11, S/12, S/13 - PARTIAL PLAN M214 - MECHANICAL ROOF AREAS - S/3, S/4, S/5, S/8, S/9, S/13, S/14 - PARTIAL PLAN M215 - MECHANICAL ROOF AREAS - S/1, S/2, S/3, S/9, S/10, S/14, S/15 - PARTIAL PLAN

M701 – MECHANICAL SCHEDULE

M801 – MECHANICAL DETAILS

E001 – ELECTRICAL SYMBOLS AND SPECIFICATIONS

00 00 04 - 4

ED301 - ELECTRICAL DEMO AREAS - N/1, N/2, N/6, N/7, N/10, N/11, N/13, N/15 -

PARTIAL PLAN

ED302 - ELECTRICAL ROOF DEMO AREAS - N/2, N/3, N/4 N/7, N/8, N/11, N/12, N/13,

N/14, N/15, N/16 - PARTIAL PLAN

ED303 - ELECTRICAL ROOF DEMO AREAS - N/4, N/5, N/8 N/12, N/14, N/16 – PARTIAL

PLAN

ED304 - ELECTRICAL ROOF DEMO AREAS - N/15, - PARTIAL PLAN

ED305 - ELECTRICAL ROOF DEMO AREAS - N/15, N/16 - PARTIAL PLAN

ED306 - ELECTRICAL ROOF DEMO AREAS - N/16 - PARTIAL PLAN

ED307 - ELECTRICAL ROOF DEMO AREAS - N/15, N/17, N/19, S/18 - PARTIAL PLAN

ED308 - ELECTRICAL ROOF DEMO AREAS - N/15, N/16, N/17, N/18 N/19, N/20, N/21,

S/18, S/19, S/20 - PARTIAL PLAN

ED309 - ELECTRICAL ROOF DEMO AREAS - N/16, N/18, N/20, S/19 - PARTIAL PLAN

ED310 - ELECTRICAL ROOF DEMO AREAS - S/12, S/13, S/16, S/18 - PARTIAL PLAN

ED311 - ELECTRICAL ROOF DEMO AREAS - S/13, S/14, S/16, S/17, S/18, S/19 - PARTIAL

PLAN

ED312 - ELECTRICAL ROOF DEMO AREAS - S/14, S/17, S/19, - PARTIAL PLAN

ED313 - ELECTRICAL ROOF DEMO AREAS - S/5, S/6, S/7, S/8, S/11, S/12, S/13 -

PARTIAL PLAN

ED314 - ELECTRICAL ROOF DEMO AREAS - S/3, S/4, S/5, S/8, S/9, S/13, S/14 - PARTIAL

PLAN

ED315 - ELECTRICAL ROOF DEMO AREAS - S/1, S/2, S/3, S/9, S/10, S/14, S/15 -

PARTIAL PLAN

E301 - ELECTRICAL ROOF AREAS - N/1, N/2, N/6, N/7, N/10, N/11, N/13, N/15 - PARTIAL

PLAN

E302 - ELECTRICAL ROOF AREAS - N/2, N/3, N/4 N/7, N/8, N/11, N/12, N/13, N/14, N/15, N/16 - PARTIAL PLAN

E303 - ELECTRICAL ROOF AREAS - N/4, N/5, N/8 N/12, N/14, N/16 - PARTIAL PLAN

E304 - ELECTRICAL ROOF AREAS - N/15, - PARTIAL PLAN

E305 - ELECTRICAL ROOF AREAS - N/15, N/16 - PARTIAL PLAN

E306 - ELECTRICAL ROOF AREAS - N/16 - PARTIAL PLAN

E307 - ELECTRICAL ROOF AREAS - N/15, N/17, N/19, S/18 - PARTIAL PLAN

E308 - ELECTRICAL ROOF AREAS - N/15, N/16, N/17, N/18 N/19, N/20, N/21, S/18, S/19, S/20 – PARTIAL PLAN

E309 - ELECTRICAL ROOF AREAS - N/16, N/18, N/20, S/19 - PARTIAL PLAN

E310 - ELECTRICAL ROOF AREAS - S/12, S/13, S/16, S/18 - PARTIAL PLAN

E311 - ELECTRICAL ROOF AREAS - S/13, S/14, S/16, S/17, S/18, S/19 - PARTIAL PLAN

E312 - ELECTRICAL ROOF AREAS - S/14, S/17, S/19, - PARTIAL PLAN

E313 - ELECTRICAL ROOF AREAS - S/5, S/6, S/7, S/8, S/11, S/12, S/13 - PARTIAL PLAN E314 - ELECTRICAL ROOF AREAS - S/3, S/4, S/5, S/8, S/9, S/13, S/14 - PARTIAL PLAN E315 - ELECTRICAL ROOF AREAS - S/1, S/2, S/3, S/9, S/10, S/14, S/15 - PARTIAL PLAN

E501 – ELECTRICAL ONE-LINE DIAGRAMS

E601 – ELECTRICAL FEEDER SCHEDULES

00 00 04 - 5

E801 – ELECTRICAL DETAILS

P001 – PLUMBING SYMBOLS AND SPECIFICATIONS

P201 - PLUMBING ROOF AREAS - N/1, N/2, N/6, N/7, N/10, N/11, N/13, N/15 - PARTIAL

PLAN

P202 - PLUMBING ROOF AREAS - N/2, N/3, N/4 N/7, N/8, N/11, N/12, N/13, N/14, N/15, N/16 - PARTIAL PLAN

P203 - PLUMBING ROOF AREAS - N/4, N/5, N/8 N/12, N/14, N/16 - PARTIAL PLAN

P204 - PLUMBING ROOF AREAS - N/15, - PARTIAL PLAN

P205 - PLUMBING ROOF AREAS - N/15, N/16 - PARTIAL PLAN

P206 - PLUMBING ROOF AREAS - N/16 - PARTIAL PLAN

P207 - PLUMBING ROOF AREAS - N/15, N/17, N/19, S/18 - PARTIAL PLAN

P208 - PLUMBING ROOF AREAS - N/15, N/16, N/17, N/18 N/19, N/20, N/21, S/18, S/19, S/20 – PARTIAL PLAN

P209 - PLUMBING ROOF AREAS - N/16, N/18, N/20, S/19 - PARTIAL PLAN

P210 - PLUMBING ROOF AREAS - S/12, S/13, S/16, S/18 - PARTIAL PLAN

P211 - PLUMBING ROOF AREAS - S/13, S/14, S/16, S/17, S/18, S/19 - PARTIAL PLAN

P212 - PLUMBING ROOF AREAS - S/14, S/17, S/19, - PARTIAL PLAN

P213 - PLUMBING ROOF AREAS - S/5, S/6, S/7, S/8, S/11, S/12, S/13 - PARTIAL PLAN

P214 - PLUMBING ROOF AREAS - S/3, S/4, S/5, S/8, S/9, S/13, S/14 - PARTIAL PLAN

P215 - PLUMBING ROOF AREAS - S/1, S/2, S/3, S/9, S/10, S/14, S/15 - PARTIAL PLAN

S01 – GENERAL NOTES

S02 – WIND PRESSURES

S03 – PLANS AND DETAILS

The Contractor shall check the pages with the index completeness; if any pages are missing or illegible, request replacements.

SUMMARY OF WORK

SECTION 01 11 00

01 11 00 - 1

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

B. When the titles such as Engineer, Project Engineer, or Owner are used throughout the specification, this implies Orange County as property Owner and/or an officially appointed County Representative.

1.2 PROJECT INFORMATION

A. Project Identification: Y22-806

B. Project Description: OCCC N/S Building Roof Replacement

C. Architect: A/R/C Associates, Inc.

1.3 SCOPE OF WORK

A. Summary Of Work:

A. Roofing: For all areas in the scope of work, the roofing is to be replaced. See Sheet G01 on the project plans for a detailed list of specific scope of work by roof area.

a) Demolition: Remove existing roof membrane, flashings, coping, edge metals, gutters and downspouts to be replaced as shown in the details provided.

Existing rigid insulation is to remain for all roof areas, with the exception of drainage crickets that are to be replaced.

b) New roofing system: Add 2” of non-tapered rigid insulation over existing insulation for roof areas designated on Sheet G01 of the plans. For all roof areas, install ½” cover board. Mechanically fasten 80 mil PVC single-ply roofing. Install new edge metals, flashings, coping, gutters and downspouts as shown in the details provided.

B. Mechanical: Remove and replaced existing fans and fan curbs as specified and shown in the details provided.

C. Lightning Protection: Install new lighting protection system as specified.

D. Plumbing: All roof drainage is to be replaced with new, including new elbows below roof deck.

a) Primary Drains: Remove existing roof drains and install new as shown in the project details, connecting to existing piping below deck, which shall remain.

b) Secondary Drainage: Remove existing overflow roof drains and install new as shown in the project details, connecting to existing piping below deck, which shall remain.

E. Electrical and Solar Power: In addition to electrical work that coincides with new mechanical equipment, the existing solar power array is to be replaced and improved.

a) Demolition: Existing solar panels are to be removed by the contractor, 01 11 00 - 2 palletized, and moved to the staging area to the far East of the property for others to pick up and take offsite for reuse. All support stands, conduit, and wiring are to be demolished. See the demolition plans for more detail.

b) Installation: Install new solar array with new layout identified in the project plans and specifications, along with related accessories.

F. Structural: Provide new stair access platforms for all roof access doors, along with two single door locations identified on the plans that are to be widened to be double doors.

1.4 CONTRACTOR RESPONSIBILITIES

A. The contractor shall have all submittals approved by the Engineer and accepted by the Owner prior to the start of active construction.

B. The contractor shall have all equipment and material onsite prior to the start of active construction.

C. The contractor shall submit to the Owner prior to the project pre-construction meeting the following:

• Schedule of Values

• Construction Schedule

• Submittal Schedule

• Emergency Telephone List including subcontractors and suppliers

D. The contractor shall field verify existing conditions of construction prior to start of active construction.

E. The contractor shall coordinate with the Owner on the operation of the existing fire alarm system prior to the start of active construction. There shall be an action plan for the operation of the fire alarm system during construction submitted by the contractor to the Owner for acceptance. This action plan shall be in place prior to the start of active construction. Any false fire alarms that occur during construction and deemed by the Owner to be the fault of the contractor, the contractor shall pay all costs incurred from the local fire department for responding to a false alarm.

F. The contractor is responsible for moving furniture and/or equipment if necessary to perform the work included in the contract. The contractor is responsible for placing the furniture and/or equipment back in its original location. The contractor is responsible for any damages to furniture, equipment, etc., which occur during construction. The contractor shall provide protection for floors, walls, furniture, equipment and any other items that may be subject to damage during the construction periods and will be required to repair or replace to original or better condition.

G. The contractor shall coordinate with the Owner on the operation of the security alarm system prior to the start of active construction. The contractor shall submit an action plan for operation of the security alarm system during construction to the Owner for acceptance prior to start of active construction. This action plan shall be in place prior to the start of active construction. Any false security alarms that occur during construction and deemed by the Owner to be the fault of the contractor, the contractor shall pay all cost incurred from the local police and/or sheriff department for responding to a false alarm.

01 11 00 - 3

H. The contractor shall take digital pictures or video of pre-existing conditions of the interior and exterior of the building prior to the start of active construction. Failure to provide digital pictures or video prior to start of construction places the responsibility on the Contractor to complete the necessary replacement, repairs, and/or cleaning as determined by the Owner, at no additional cost to the Owner. One CD copy of digital pictures or video of the existing site conditions shall be submitted to the Owner.

I. The contractor shall at all times maintain daily cleanup of construction areas. Costs for work areas that are not cleaned by the contractor will be cleaned by the Owner and those costs shall be charged back to the contractor via change order.

J. The contractor shall provide a construction schedule to the Owner’s Project Manager prior to the pre-construction meeting.

K. The contractor shall update the construction schedule weekly and submit it to the Owner’s Project Manager for review.

1.5 WORK COVERED BY CONTRACT DOCUMENTS

A. Type of Contract:

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

1.6 WORK UNDER OTHER CONTRACTS

A. Separate contracts may be issued to perform certain construction operations at the site.

The contractor of this project will allow reasonable access and coordination to the other contractor/s.

1.7 WORK SEQUENCE

A. The facility shall remain occupied and operational while work is in progress. All work shall be fully coordinated in writing with Orange County Convention Center Project Manager prior to commencement of work. All work shall be performed between the hours of 9:00 pm and 6:00 am, Monday through Friday. Work performed after normal business hours shall be done provided the area where work is done is fully operational and back in original condition prior to beginning of the next business day.

B. The contractor may work on the weekends at his or her discretion with prior written approval from Orange County Convention Center Project Manager. Weekend work shall not be an additional cost to the Owner. The contractor will coordinate with the Orange County Convention Center Project Manager for access to the building on weekends and after hours work.

1.8 CONTRACTOR USE OF PREMISES

A. General: During the construction period, the Contractor shall have limited use of the Project site for construction operations, as indicated on Drawings by the Contract limits and as indicated by requirements of this Section. The Contractor shall coordinate which areas are acceptable to Convention Center Staff for use during the life of the project.

The Contractor’s use of the premises is limited only by the Owner’s right to perform construction operations with its own forces or to employ separate contractors on portion of the project.

B. General: Limited use of the Project site to construction activities in areas indicated within

01 11 00 - 4 the limit of the premises. The Contractor may only use portion(s) of the site for storage or work areas only with prior approval from Orange County Convention Center Project Manager.

A. Confine operations to areas within Contract limits indicated on the Drawings.

Portions of the site beyond areas in which construction operations are indicated are not to be disturbed.

B. Keep driveways, loading areas, and entrances serving the premises clear and available to the Owner and the Owner’s employees at all times and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

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

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

C. Burial of Waste Materials: Do not dispose of organic and hazardous material on site, either by burial or by burning.

D. Where appropriate, maintain portions of the existing building affected by construction operations in a watertight condition throughout the construction period.

Repair damage caused by construction operations. Take all precautions necessary to protect the building and its occupants during the construction period.

E. Work Restrictions, General: Confine construction operations to the areas permitted by the contract documents and other Owner directives.

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

2. All work may be carried out without time restrictions, unless otherwise directed by the Owner.

3. Unless otherwise directed by the Owner, work shall be scheduled as Night Shift between the hours of 8PM and 6AM each day.

F. 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 Owner not less than two days in advance of proposed utility interruptions.

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

G. Provide protection and safekeeping of material and equipment stored on premises.

H. Contractor will move any stored material and equipment, which interfere with operations of the Owner or other contractors at no additional cost to the Owner.

I. Comply with Owner’s requirements for ingress and egress procedures, prohibitions against firearms, procedures for transportation of workers, safety and fire prevention requirements and all applicable pollution control requirements. Refer to the following reference requirements:

01 11 00 - 5

a) Orange County Safety and Health Manual http://www.orangecountyfl.net/VendorServices/OrangeCountySafetyand HealthManual.aspx

b) Orange County Policy Manual page 96 regarding Firearms http://www.orangecountyfl.net/portals/0/resource%20library/employment% 20-%20volunteerism/Policy%20Manual.pdf

J. Contractor to require all employees and subcontractors to wear non-objectionable clothing; prohibit revealing clothing and articles of clothing with offensive writings displayed. The contractor shall require offending personnel to leave the premises until such clothing is changed.

K. Contractor employees and subcontractors will not fraternize with County employees or the general public during the entire construction period.

L. Use of sound equipment (such as boom boxes, stereos, radios, etc.) is not allowed.

M. Contractor and their personnel shall abide to Orange County Tobacco free policy while on any Orange County Convention Center property. This policy shall apply to building, parking lots, parks, break areas and worksites. Tobacco is defined as tobacco products, including but not limited to: Cigars, cigarettes, pipes, chewing tobacco and snuff. Failure to abide by the policy may result in civil penalties levied under Chapter 386, Florida Statutes and/or Contract enforcement remedies. Refer to the following documents:

a) Orange County Smoking Policy:

http://www.orangecountyfl.net/Portals/0/resource%20library/employment% 20-%20volunteerism/Employee%20Handbook.pdf

N. Conduct that is disrespectful, abusive or otherwise objectionable to the Owners’ employees or general public will not be allowed at any time during the construction period. Repetitive complaints and violations of the requirements listed above will be cause for dismissal and or permanent removal of offending personnel from the project.

O. Contractor to coordinate with the Owner the site location for storage of equipment, machinery, materials, tools and a construction waste dumpster.

P. Contractor shall at all times keep the premises free of all waste or surplus materials, rubbish and debris, which is caused by contractor employees or subcontractors resulting from their work. Contractor shall maintain a safe work environment to all building occupants during the construction period.

1.9 SECURITY AND IDENTIFICATION

A. All costs for background investigations will be Contractor’s responsibility. The County shall have the right to request any additional investigative background information including, but limited to, the employment record, Right-To-Know records, E-Verify system records (if the Contractor uses this service as a means to determine employment eligibility, available through www.uscis.gov), training records, payroll records, position for which hired including site location of any personnel assigned to perform the services. The Contractor shall furnish, in writing, such information to the extent allowed by law, prior to commencement of services. The County reserves the right to conduct its own investigation of any employee of the Contractor.

01 11 00 - 6

B. A Level 1 (5 years) Background Check for the contractor’s staff must be approved by

Orange County’s Security team prior to working in any County facility. Contractors are responsible for obtaining the necessary forms for background checks for work at the Convention Center.

1. For security purposes and to maintain privacy when submitting FDLE Background

Checks via e-mail the subject line of the email must contain the following

**EXEMPT**.

2. The Convention Center will inform the contractor of their Background Check results.

3. Upon Background Check approval the contractor’s staff shall arrange an appointment with the Convention Center staff to obtain an Orange County photo ID badge. An affidavit of Identity form (issued by the contractor) and a State of Florida ID or Drivers License will be required.

C. Contractor’s employees will not be allowed in Orange County facilities without completed and approved background investigations.

1.10 OWNER OCCUPANCY

A. Owner Occupancy: The Owner will be occupying the building during construction.

Normal occupancy hours are 7:00 a.m. to 6:00 p.m. Monday through Friday, however this may vary with show activity.

A. A Certificate of Substantial Completion will be executed for each specific portion of the Work to be occupied prior to Owner occupancy.

B. Obtain a Certificate of Occupancy from local building officials prior to Owner occupancy.

C. Prior to partial Owner occupancy, mechanical and electrical systems shall be fully operational. Required inspections and tests shall have been successfully completed. Upon occupancy, the Owner will provide operation and maintenance of mechanical and electrical systems in occupied portions of the building.

1.11 DISTRIBUTION OF RELATED DOCUMENTS

A. The Contractor is solely responsible for the distribution of ALL related documents/drawings to ALL appropriate vendors/subcontractors to ensure proper coordination of all aspects of the project and its related parts during bidding and construction.

1.12 CONTRACT DOCUMENT FILE

A. Copies of the Contract Documents, Plans, Specifications, Addenda, Change Orders, Engineers Supplemental Instructions, approved Shop Drawings, Substitution Acceptances, etc. shall be placed and maintained at the project site by the Contractor throughout the entire contract period. These said documents shall be filed in a manner that allows for ease of retrieval. Documents shall be made available to the Engineer and the County's representatives throughout this same period.

01 11 00 - 7

1.13 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.

PART 2 - PRODUCTS

2.1 ASBESTOS FREE MATERIAL

A. Contractor shall provide a written and notarized statement on company letterhead(s) to certify and warrant that ONLY ASBESTOS FREE MATERIALS AND PRODUCTS were provided AS REQUIRED BY THE Engineer. Such statement shall be submitted with the final payment request. Final payment shall not be made until such statement is submitted. Contractor agrees that if materials containing asbestos are subsequently discovered at any future time to have been included in the construction, the Contractor shall be liable for all costs related to the redesign or modification of the construction of the project so that materials containing asbestos are removed from the facility. If construction has begun or has been completed pursuant to a design that includes asbestos containing materials, the Contractor shall also be liable for all costs related to the abatement of such asbestos.

PART 3 - EXECUTION (Not applicable).

END OF SECTION 01 11 00

SUBSTITUTION PROCEDURES 01 25 00 - 1

A. Drawings and general provisions of Contract, including General and Supplementary conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section specifies administrative and procedural requirements for handling request for substitutions made during bidding and after award of the Contract.

B. The Contractor’s Installation Schedule and the Schedule of Submittals are included under

Section “Submittal Procedures”.

1.3 DEFINITIONS

A. Definitions used in this Article are not intended to change or modify the meaning of other terms used in the Contract Documents.

B. Substitutions: The Contract will be awarded based on the design, methods, materials and/or equipment as addressed in the Contract Drawings and/or described in the

Contract Specifications. Addressing, describing or naming an item is intended to establish the type, function, characteristics and quality required in order to establish a base for bidding.

1. During bidding, the Contractor may submit for approval substitutes for any equipment and/or material. In addition to the product documents, a written certification shall accompany the documentation indicating that the proposed substitute will have the same characteristics, will perform in accordance with the design requirements and that complies with all the requirements set for in the

Contract. Any additional information required by the Owner or County

Representative shall be provided by the Contractor. Rejection of any proposed substitute will be considered final and the Contractor shall not get into any agreement with manufacturers or providers until the submittal has been finally approved.

2. The basis design shall establish the minimum standard of quality.

3. Any substitution requested made after contract award will not be considered.

1.4 SUBMITTALS

A. Substitution Request Submittal: Request for substitution will be considered if received within thirty (30) days after contract award. As long as this time allowance will not impact the construction schedule.

1. Submit three (3) copies of each request for substitution for consideration. Submit requests in the form and in accordance with procedures required for Change

Order proposals.

2. Identify the product, or the fabrication or installation method to be replaced in each request. Include related Specification Section number and Drawing numbers and titles. Provide complete documentation showing compliance with the requirements for substitution, and the following information, as appropriate:

SUBSTITUTION PROCEDURES 01 25 00 - 2

a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable.

b Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

c.. Product Data, including Drawings, and descriptions of products, fabrication and installation procedures.

d. Samples, where applicable or requested.

e A detailed comparison of significant qualities of the proposed substitution with those of the Work specified. Significant qualities may include elements such as size, weight, durability, performance and visual effect.

f. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by the

Owner and separate Contractors that will become necessary to accommodate the proposed substitution.

g. A statement indicating the substitution’s effect on the Contractor’s construction schedule compared to the schedule without approval of the substitution. Indicate the effect of the proposed substitution on overall

Contract Time.

h. Cost information, including a proposal of the net change, if any in the

Contract Sum.

i. Certificates and qualification data, where applicable or requested.

Certification by the Contractor that the Substitution proposed is equal-to or better in every significant respect to that required by the Contract

Documents, and that it will perform adequately in the application indicated. Include the contractor’s waiver of rights to additional payment or time that may subsequently become necessary because of the failure of the substitution to perform adequately.

j. List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners.

k. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

l. Research reports evidencing compliance with building code in effect for

Project.

m. Detailed comparison of Contractor's construction schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

n. Cost information, including a proposal of change, if any, in the Contract

Sum.

o. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

p. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Engineer’s Action: Within two weeks of receipt of the request for substitution, the

Engineer will request additional information or documentation necessary for

SUBSTITUTION PROCEDURES 01 25 00 - 3

evaluation of the request if needed. Within two (2) weeks of receipt of the request, or one week of receipt of the additional information or documentation, whichever is later, the Engineer will notify the Contractor of acceptance or rejection of the proposed substitution. If a decision on use of a proposed substitute cannot be made or obtained within the time allocated, use the project specified by name. Decision on the use of a product substitution or its rejection by the Engineer is considered final. Acceptance will be in the form of a Change

Order.

4. Architect's Action: If necessary, Architect will request additional information or documentation for evaluation within 10 days of receipt of a request for substitution. Architect will notify Contractor of acceptance or rejection of proposed substitution within 5 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or

Architect's Supplemental Instructions for minor changes in the Work.

b. Use product specified if Architect does not issue a decision on use of a proposed substitution within time allocated.

1.4 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage qualified testing agency to perform compatibility tests recommended by manufacturers.

2.1 SUBSTITUTIONS

A. Conditions: The Contractor’s substitution request will be received and considered by the

Engineer when one or more of the following conditions are satisfied, as determined by the Engineer; otherwise request will be returned without action except to record noncompliance with these requirements.

1. Extensive revisions to Contract Documents are not required.

2. Proposed changes are in keeping with the general intent of Contract Documents.

3. The request is timely, fully documented and properly submitted.

4. The specified product or method of construction cannot be provided within the

Contract Time. The request will not be considered if the product or method cannot be provided as a result of failure to pursue the work promptly or coordinate activities properly.

5. The specified product or method of construction cannot receive necessary approval by a governing authority, and the requested substitution can be approved.

6. A substantial advantage is offered to the Owner, in terms of cost, time, energy conservation or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Engineer for redesign and evaluation services, increased cost of other construction by the Owner or separate Contractors, and similar consideration.

SUBSTITUTION PROCEDURES 01 25 00 - 4

7. The specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where the Contractor certifies that the substitution will overcome the incompatibility.

8. The specified product or method of construction cannot be coordinated with other materials, and where the Contractor certifies that the proposed substitution can be coordinated.

9. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution provide the required warranty.

B. The Contractor's submittal and Project Manager's acceptance of Shop Drawings, Product

Data or Samples that relate to construction activities not complying with the Contract

Documents does not constitute an acceptable or valid request for substitution, nor does it constitute approval.

C. Substitution request constitutes a representation that the Contractor:

1. Has investigated proposed product and determined that it meets or exceeds, in all respects, specified product.

2. Will provide the same warranty for substitution as for specified product.

3. Will coordinate installation and make other changes which may be required for work to be complete in all respects.

4. Waives claims for additional costs which may subsequently become apparent.

All costs associated with the substitution will be paid by the Contractor regardless of approvals given, and regardless of subsequent difficulties experienced as a result of substitutions.

END OF SECTION 01 25 00

CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 00

01 26 00-1

Conditions and other Division 01 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 01 25 00 Substitution Procedures for administrative procedures for handling requests for substitutions made after award of the Contract.

2. Division 1 Section 01 29 00 Payment Procedures for administrative procedures governing applications for payment.

3. Division 1 Section 01 33 00 Submittals for requirements for the Contractor’s Construction Schedule.

1.3 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.

B. Architect will issue supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time, on AIA Document "Architect's Supplemental Instructions."

1.4 CHANGE ORDER PROPOSAL REQUESTS

A. Owner-Initiated Proposal Requests: Architect will issue a detailed description of 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 Architect are for information only. Do not consider them instruction either to stop work in progress, or to execute the proposed change.

2. Unless otherwise indicated in the proposal request, within 5 days of receipt of the proposal request, submit to the Project Manager from the Owner's 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. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and

01 26 00-2 finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

d. Contractor and subcontractors will provide a complete detailed labor and material breakdown to justify change order request amount. Include costs of labor and supervision directly attributable to the change.

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 Engineer/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 required or eliminated and unit costs, with total amount of 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. Include costs of labor and supervision directly attributable to the change.

5 Comply with requirements in Section 012500 “Substitution Procedures” - if the proposed change in the work requires that substitution of one product or system for a product or system not specified.

6 Contractor and subcontractors will provide a complete detailed labor and material breakdown to justify change order request amounts.7. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time.

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.

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

1.5 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.

01 26 00-3

1.6 CHANGE ORDER PROCEDURES

A. Upon the Owner's 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.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 01 26 00

PAYMENT PROCEDURES

SECTION 01 29 00

01 29 00-1

PART I - GENERAL

A. Drawings and general provisions of Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

A. This Section specifies administrative and procedural requirements governing the Contractor’s Applications for Payment.

B. The Contractor’s Construction Schedule and Submittal Schedule are included in

Section 01 33 00 – “SUBMITTAL PROCEDURES”.

1.3 SCHEDULE OF VALUES

A. Coordinate preparation of the Schedule of Values with preparation of Contractor’s Construction Schedule.

1. Correlate line items in the Schedule of Values with other required administrative forms and schedules, including Application for Payment forms with Continuation Sheets, Submittals Schedule, and Contractor's Construction Schedule.

2. Submit the Schedule of Values to the Owner at the earliest feasible date, but in no case later than Preconstruction Meeting. Submit the Schedule of Values to Architect 10 days after receipt of Notice to Proceed.

3. Sub-Schedules: Where the Work is separated into phases that require separately phased payments, provide sub-schedules showing values…

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