2017.08.10_Specs_Vol_1_Maint_Shop_&_Ind_Fac_Rev_C.pdf
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- AG-6395-S-17-0092
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Specs, Vol 1
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VOLUME 1
SPECIFICATIONS
USDA/APHIS
4700 River Road
Riverdale, MD 20737
Professional Services for Design Document Review and Update Services New Maintenance Shop & Industrial Facility National Plant Germplasm Quarantine Center
Beltsville, MD
STV PROJECT NO.: 300-30-18427
PROJECT MANAGER: R Neff
STV Incorporated 205 West Welsh Drive
Douglassville, PA 19518
DATE ISSUED: August 10, 2017
Solicitation AG-6395-S-17-0092 Attachment 2
USDA/NPGQC
Maintenance Shop & Industrial Facility Rev C – Issued for Bid i Table of Contents
TABLE OF CONTENTS
VOLUME 1
Section Title
DIVISION 1 – GENERAL REQUIREMENTS
01100 Summary 01200 Price and Payment Procedures 01300 Administrative Requirements 01330 Submittal Procedures 01351 Sustainable Project Requirements 01400 Quality Requirements 01500 Temporary Facilities and Controls 01505 Construction Waste Management 01600 Product Requirements 01700 Execution Requirements 01910 Commissioning
DIVISION 2 – SITE CONSTRUCTION
02055 Soils for Earthwork 02061 Aggregates for Exterior Improvements 02081 Manholes and Structures 02221 Building Selective Demolition 02230 Site Clearing 02241 Dewatering 02315 Excavation and Fill 02320 Backfill 02322 Flowable Fill 02324 Trenching 02371 Riprap 02374 Erosion Control Devices 02468 Vertical Displacement Rammed Aggregate Pier Soil Reinforcement 02581 Underground Ducts and Raceways for Electrical Systems 02630 Storm Drainage 02721 Aggregate Base Course 02740 Flexible Pavement 02750 Concrete Paving 02763 Painted Pavement Markings 02783 Precast Concrete Pavers 02841 Guide Rail 02842 Parking Bumpers ii Table of Contents
TABLE OF CONTENTS – Continued
DIVISION 2 – SITE CONSTRUCTION – Continued
02923 Landscape Grading 02924 Seeding 02952 Sewer and Manhole Testing
DIVISION 3 – CONCRETE
03300 Cast-In-Place Concrete 03600 Grouting Under Base Plates
DIVISION 4 – MASONRY
04065 Masonry Mortar and Grout 04810 Unit Masonry Assemblies
DIVISION 5 – METALS
05120 Structural Steel 05311 Steel Floor Deck 05312 Steel Roof Deck 05400 Cold-Formed Metal Framing 05500 Metal Fabrications 05510 Metal Stairs 05521 Pipe and Tube Railings 05810 Expansion Joint Cover Assemblies
DIVISION 6 – WOOD AND PLASTICS
06114 Wood Blocking and Curbing 06423 Interior Architectural Woodwork
DIVISION 7 – THERMAL AND MOISTURE PROTECTION
07190 Water Repellents 07213 Board Insulation 07216 Blanket Insulation 07272 Fluid-Applied Membrane Air Barriers 07412 Exterior Metal Wall Panels iii Table of Contents
DIVISION 7 – THERMAL AND MOISTURE PROTECTION – Continued
07531 Single Ply Roofing – Fully Adhered 07613 Manufactured Sheet Metal Roofing 07620 Sheet Metal Flashing and Trim 07710 Manufactured Roof Specialties 07840 Firestopping 07900 Joint Sealers
DIVISION 8 – DOORS AND WINDOWS
08114 Standard Steel Doors 08115 Standard Steel Frames 08310 Access Doors and Frames 08360 Overhead Doors 08520 Aluminum Windows 08710 Door Hardware 08800 Glazing
DIVISION 9 – FINISHES
09260 Gypsum Board Assemblies 09510 Acoustical and Sanitary Ceiling Panels 09650 Resilient Flooring 09843 Tackable Panels 09900 Paints and Coatings
DIVISION 10 – SPECIALTIES
10100 Visual Display Boards 10210 Wall Louvers 10260 Wall and Corner Guards 10440 Interior Signage 10523 Fire Extinguishers 10605 Wire Mesh Partitions 10671 Metal Storage Shelving 10800 Toilet and Shower Accessories iv Table of Contents
DIVISION 11 – EQUIPMENT
11132 Projection Screens 11160 Stationary Loading Dock Equipment 11164 Dock Seals and Shelters 11165 Dock Bumpers
DIVISION 13 – SPECIAL CONSTRUCTION
13100 Facility Lightning Protection 13720 Security Access 13750 Video Surveillance 13851 Fire Alarm 13910 Basic Fire Protection Requirements 13911 Fire Protection Piping 13920 Fire Pumps 13930 Sprinkler Systems 13980 Fire Protection Supports and Anchors
DIVISION 14 – CONVEYING SYSTEMS
14550 Vertical Reciprocating Conveyor
VOLUME 2
DIVISION 15 – MECHANICAL
15010 Basic Mechanical Requirements 15011 Basic Plumbing Requirements 15060 Hangers and Supports 15070 Vibration Isolation 15075 Mechanical Identification 15080 Mechanical Insulation 15125 Expansion Compensation 15130 HVAC Pumps 15141 Plumbing Supports and Anchors 15180 Hydronic Piping 15181 Hydronic Specialties 15185 Chemical (Water) Treatment v Table of Contents
I:\Projects\3018427\3018427_0001\70_Specifications\2017.08_Rev C - Issued for Bid\Contents.doc
Section Title
DIVISION 15 – MECHANICAL – Continued
15191 Plumbing Identification 15261 Plumbing Insulation 15410 Plumbing Piping 15430 Plumbing Specialties 15440 Plumbing Fixtures 15450 Plumbing Equipment 15760 Terminal Heating Units 15785 Blower Coil Units 15810 Ductwork 15820 Ductwork Accessories 15830 Fans 15850 Air Outlets and Inlets 15860 Air Filters and Accessories 15900 Variable Frequency Drives 15910 DDC Automatic Temperature Control System 15950 Testing, Adjusting, and Balancing 15983 Commissioning of HVAC System
DIVISION 16 – ELECTRICAL
16010 Common Work Results for Electrical 16056 Arc-Flash Hazard Analysis 16060 Grounding and Bonding for Electrical Systems 16073 Hangers and Supports for Electrical Systems 16075 Identification for Electrical Systems 16120 Low-Voltage Electrical Power Conductors and Cables 16130 Raceways and Boxes for Electrical Systems 16131 Electrical Cabinets and Enclosures 16140 Wiring Devices 16150 Equipment Wiring Connections 16411 Enclosed Switches 16412 Enclosed Circuit Breakers 16421 Enclosed Controllers 16442 Panelboards 16461 Low-Voltage Transformers 16510 Interior Lighting 16530 Emergency Lighting 16716 Communications Backbone Cabling 16717 Communications Horizontal Cabling
This Page Intentionally Blank
01100 - 1 Summary
SECTION 01100
SUMMARY
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Contract description.
B. Contractor's use of site and premises.
C. Owner occupancy.
D. Specification Conventions.
1.2 CONTRACT DESCRIPTION
A. Work of the Project includes construction of a new Maintenance Shop and Industrial Facility comprising approximately 12,000 SF with a two-level roof, internal mezzanine, truck delivery dock, mechanical and electrical rooms, a fire pump and water storage tank, industrial storage shelving, work offices, toilet room, equipment elevator, and connecting corridor to existing facility.
B. Perform Work of Contract under a Guaranteed Maximum Price (GMP) contract with Owner in accordance with Conditions of Contract.
C. Project Location: United States Department of Agriculture National Plant Germplasm Quarantine Center (NPGQC) BARC-East Building 580 Beltsville, MD 20705
D. Owner: United States Department of Agriculture Animal and Plant Health Inspection Service 4700 River Road, Unit 115 Riverdale, MD 20737
E. Owner’s Representative: James G. Roloft, Contracting Officer Toni Taylor Mitchell, Engineering Project Manager Paul Perry, Program Project Manager
F. Architect/Engineer: STV Incorporated 205 West Welsh Drive, Douglassville, PA 19518 Robin Neff, Project Manager
01100 - 2 Summary
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G. Contracting Officer’s Representative (COR) will be appointed by USDA to serve as Project Coordinator, and will be indicated to successful bidder.
1.3 CONTRACTOR'S USE OF SITE
A. Limit use of site and premises to allow:
1. Owner occupancy.
2. Work by Others for other projects on site.
B. Access to Site: 7 AM to 6 PM daily; contact COR for alternative work hours/days. Contractor access route is shown on drawings; parking and lay down areas to be coordinated with USDA.
C. Construction Operations: Limited to areas noted on Drawings.
D. Utility Outages and Shutdown: Provide at least 7 days notification to COR.
1.4 OWNER OCCUPANCY
A. The Owner will occupy the site during the entire period of construction. Stage for the conduct of normal operations.
B. Cooperate with Owner and COR to minimize conflict, and to facilitate Owner's operations. Schedule the Work to accommodate Owner occupancy.
1.5 SPECIFICATION CONVENTIONS
A. These specifications are written in imperative mood and streamlined form. This imperative language is directed to the Contractor, unless specifically noted otherwise. The words “shall be” are included by inference where a colon (:) is used within sentences or phrases.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
01200 - 1 Price and Payment Procedures
SECTION 01200
PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Contingency allowances.
B. Testing and inspection allowances.
C. Schedule of values.
D. Applications for payment.
E. Change procedures.
F. Defect assessment.
G. Unit prices.
H. Alternates.
1.2 SCHEDULE OF VALUES
A. Submit printed schedule on Contractor's standard form or electronic media printout.
B. Submit Schedule of Values in duplicate within 15 days after date established in Notice to Proceed.
C. Format: Utilize Table of Contents of this Project Manual. Identify each line item with number and title of major Specification Section. Identify site mobilization, bonds and insurance.
D. Include separately from each line item, direct proportional amount of Contractor's overhead and profit.
E. Revise schedule to list approved Change Orders, with each Application For Payment.
1.3 APPLICATIONS FOR PAYMENT
A. Submit three copies of each application on forms provided by the Owner.
01200 - 2 Price and Payment Procedures
B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment.
C. Submit updated construction schedule with each Application for Payment.
D. Payment Period: Submit at intervals stipulated in the Agreement.
E. Submit with transmittal letter as specified for Submittals in Section 01330, Submittal Procedures.
F. Substantiating Data: When Architect/Engineer requires substantiating information, submit data justifying dollar amounts in question. Include the following with Application for Payment:
1. Current construction photographs.
2. Partial release of liens from major subcontractors and vendors.
3. Record documents as specified in Section 01700, Execution
Requirements, for review by Owner which will be returned to Contractor.
4. Affidavits attesting to off-site stored products.
5. Construction progress schedules, revised and current as specified in
Section 01330, Submittal Procedures.
1.4 CHANGE PROCEDURES
A. Submittals: Submit name of individual authorized to receive change documents, and be responsible for informing others in Contractor's employ or Subcontractors of changes to the Work.
B. The COR will advise of minor changes in the Work not involving adjustment to Contract Sum/Price or Contract Time by issuing supplemental instructions.
C. The COR may issue a Proposal Request including a detailed description of proposed change with supplementary or revised Drawings and specifications, a change in Contract Time for executing the change with stipulation of overtime work required and the period of time during which the requested price will be considered valid. Contractor will prepare and submit estimate within 7 days.
D. Contractor may propose changes by submitting a request for change to COR, describing proposed change and its full effect on the Work. Include a statement describing reason for the change, and effect on Contract Sum/Price and Contract Time with full documentation and a statement describing effect on Work by separate or other Contractors. Document requested substitutions in accordance with Section 01600, Product Requirements.
E. Stipulated Sum/Price Change Order: Based on Proposal Request and Contractor's fixed price quotation, or Contractor's request for Change Order as approved by
COR.
01200 - 3 Price and Payment Procedures
F. Unit Price Change Order: For contract unit prices and quantities, the Change Order will be executed on fixed unit price basis. For unit costs or quantities of units of work which are not pre-determined, execute Work under Construction Change Directive. Changes in Contract Sum/Price or Contract Time will be computed as specified for Time and Material Change Order.
G. Construction Change Directive: COR may issue signed by Owner, instructing Contractor to proceed with change in the Work, for subsequent inclusion in a Change Order. Document will describe changes in the Work, and designate method of determining any change in Contract Sum/Price or Contract Time.
Promptly execute change.
H. Time and Material Change Order: Submit itemized account and supporting data after completion of change, within time limits indicated in Conditions of the Contract. COR will determine change allowable in Contract Sum/Price and Contract Time as provided in Contract Documents.
I. Maintain detailed records of work done on Time and Material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work.
J. Document each quotation for change in cost or time with sufficient data to allow evaluation of quotation.
K. Change Order Forms: To be provided at pre-construction meeting.
L. Execution of Change Orders: COR will issue Change Orders for signatures of parties as provided in Conditions of the Contract.
M. Correlation Of Contractor Submittals:
1. Promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as separate line item and adjust Contract Sum/Price.
2. Promptly revise progress schedules to reflect change in Contract Time, revise sub-schedules to adjust times for other items of work affected by the change, and resubmit.
3. Promptly enter changes in Project Record Documents.
1.5 DEFECT ASSESSMENT
A. Replace the Work, or portions of the Work, not conforming to specified requirements.
B. If, in the opinion of the Architect/Engineer and/or COR, it is not practical to remove and replace the Work, the COR will direct appropriate remedy or adjust payment.
01200 - 4 Price and Payment Procedures
C. The defective Work may remain, but unit sum/price will be adjusted to new sum/price at discretion of Owner.
D. Defective Work will be partially repaired to instructions of Architect/Engineer and COR, and unit sum/price will be adjusted to new sum/price.
E. Individual Specification Sections may modify these options or may identify specific formula or percentage sum/price reduction.
F. Authority of COR to assess defects and identify payment adjustments, is final.
G. Non-Payment For Rejected Products: Payment will not be made for rejected products for any of the following:
1. Products wasted or disposed of in a manner that is not acceptable.
2. Products determined as unacceptable before or after placement.
3. Products not completely unloaded from transporting vehicle.
4. Products placed beyond lines and levels of required Work.
5. Products remaining on hand after completion of the Work.
6. Loading, hauling, and disposing of rejected products.
1.6 UNIT PRICES
A. Authority: Measurement methods are delineated in individual Specification Sections.
B. Measurement methods delineated in individual Specification Sections complement criteria of this Section. In event of conflict, requirements of individual Specification Section govern.
C. Take measurements and compute quantities. COR will verify measurements and quantities.
D. Unit Quantities: Quantities and measurements indicated in Bid Form are for contract purposes only. Actual quantities provided shall determine payment.
1. When actual Work requires more or fewer quantities than those quantities indicated, provide required quantities at unit sum/prices contracted.
2. When actual Work requires 10 percent or greater change in quantity than those quantities indicated, Owner or Contractor may claim for Contract Price adjustment.
E. Payment Includes: Full compensation for required labor, products, tools, equipment, plant and facilities, transportation, services and incidentals; erection, application or installation of item of the Work; overhead and profit.
01200 - 5 Price and Payment Procedures
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F. Final payment for Work governed by unit prices will be made on basis of actual measurements and quantities accepted by Architect/Engineer multiplied by unit sum/price for Work incorporated in or made necessary by the Work.
G. Measurement Of Quantities:
1. Weigh Scales: Inspected, tested and certified by applicable state Weights and Measures department within past year.
2. Platform Scales: Of sufficient size and capacity to accommodate conveying vehicle.
3. Metering Devices: Inspected, tested and certified by applicable State department within past year.
4. Measurement by Weight: Concrete reinforcing steel, rolled or formed steel or other metal shapes will be measured by handbook weights. Welded assemblies will be measured by handbook or scale weight.
5. Measurement by Volume: Measured by cubic dimension using mean length, width and height or thickness.
6. Measurement by Area: Measured by square dimension using mean length and width or radius.
7. Linear Measurement: Measured by linear dimension, at item centerline or mean chord.
8. Stipulated Sum/Price Measurement: Items measured by weight, volume, area, or linear means or combination, as appropriate, as completed item or unit of the Work.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION - Not Used
01300 - 1 Administrative Requirements
SECTION 01300
ADMINISTRATIVE REQUIREMENTS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Coordination and project conditions.
B. Field engineering.
C. Preconstruction meeting.
D. Site mobilization meeting.
E. Progress meetings.
F. Pre-installation meetings.
G. Cutting and patching.
H. Special procedures.
1.2 COORDINATION AND PROJECT CONDITIONS
A. Coordinate scheduling, submittals, and Work of various sections of Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later.
B. Verify utility requirements and characteristics of operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, operating equipment.
C. Coordinate space requirements, supports, and installation of mechanical and electrical Work indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs.
D. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within construction. Coordinate locations of fixtures and outlets with finish elements.
01300 - 2 Administrative Requirements
E. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial Completion and for portions of Work designated for Owner's occupancy.
F. After Owner occupancy of premises, coordinate access to site for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of Owner's activities.
1.3 PRECONSTRUCTION MEETING
A. Owner and Contracting Officer’s Representative (COR) will schedule meeting after Notice of Award.
B. Attendance Required: Owner, Architect/Engineer, COR and Contractor.
C. Agenda:
1. Execution of Owner-Contractor Agreement.
2. Submission of executed bonds and insurance certificates.
3. Distribution of Contract Documents.
4. Submission of list of Subcontractors, list of products, schedule of values, and progress schedule.
5. Designation of personnel representing parties in Contract, COR, and
Architect/Engineer.
6. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, and Contract closeout procedures.
7. Scheduling.
D. COR will record minutes and distribute copies within 7 days after meeting to participants.
1.4 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at maximum monthly intervals.
B. Make arrangements for meetings, prepare agenda with copies for participants, preside at meetings.
C. Attendance Required: Job superintendent, major subcontractors and suppliers, Owner, COR, and Architect/Engineer, as appropriate to agenda topics for each meeting.
D. Agenda:
1. Review minutes of previous meetings.
2. Review of Work progress.
3. Field observations, problems, and decisions.
01300 - 3 Administrative Requirements
4. Identification of problems impeding planned progress.
5. Review of submittals schedule and status of submittals.
6. Review of off-site fabrication and delivery schedules.
7. Maintenance of progress schedule.
8. Corrective measures to regain projected schedules.
9. Planned progress during succeeding work period.
10. Coordination of projected progress.
11. Maintenance of quality and work standards.
12. Effect of proposed changes on progress schedule and coordination.
13. Other business relating to Work.
E. COR will record minutes and distribute copies within 7 days after meeting to participants.
1.5 PRE-INSTALLATION MEETINGS
A. When required in individual specification sections, convene pre-installation meetings at Project site prior to commencing work of specific section.
B. Require attendance of parties directly affecting, or affected by, Work of specific section.
C. Notify Architect/Engineer 7 days in advance of meeting date.
D. Prepare agenda and preside at meeting:
1. Review conditions of installation, preparation and installation procedures.
2. Review coordination with related work.
E. Contractor will record minutes and distribute copies within two days after meeting to participants, with two copies to Architect/Engineer, Owner, COR, and those affected by decisions made.
PART 2 PRODUCTS - Not Used
PART 3 EXECUTION
3.1 CUTTING AND PATCHING
A. Employ skilled and experienced installer to perform cutting and patching.
B. Submit written request in advance of cutting or altering elements affecting:
1. Structural integrity of element.
2. Integrity of weather-exposed or moisture-resistant elements.
3. Efficiency, maintenance, or safety of element.
4. Visual qualities of sight exposed elements.
01300 - 4 Administrative Requirements
5. Work of Owner or separate contractor.
C. Execute cutting, fitting, and patching including excavation and fill, to complete Work, and to:
1. Fit the several parts together, to integrate with other Work.
2. Uncover Work to install or correct ill-timed Work.
3. Remove and replace defective and non-conforming Work.
4. Remove samples of installed Work for testing.
5. Provide openings in elements of Work for penetrations of mechanical and electrical Work.
D. Execute work by methods to avoid damage to other Work, and to provide proper surfaces to receive patching and finishing.
E. Cut masonry and concrete materials using masonry saw or core drill.
F. Restore Work with new products in accordance with requirements of Contract Documents.
G. Fit Work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces.
H. Maintain integrity of wall, ceiling, or floor construction; completely seal voids.
I. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material in accordance with these specifications, to full thickness of penetrated element.
J. Refinish surfaces to match adjacent finishes. For continuous surfaces, refinish to nearest intersection; for assembly, refinish entire unit.
K. Identify hazardous substances or conditions exposed during the Work to Architect/Engineer for decision or remedy.
3.2 SPECIAL PROCEDURES
A. Materials: As specified in product sections; match existing with new products for patching and extending work.
B. Cut, move, or remove items as necessary for access to alterations and renovation Work. Replace and restore at completion.
C. Remove unsuitable material not marked for salvage, including rotted wood, corroded metals, and deteriorated masonry and concrete. Replace materials as specified for finished Work.
D. Remove debris and abandoned items from area and from concealed spaces.
01300 - 5 Administrative Requirements
I:\Projects\3018427\3018427_0001\70_Specifications\2017.08_Rev C - Issued for Bid\01300.doc
E. Prepare surface and remove surface finishes to permit installation of new work and finishes.
F. Close openings in exterior surfaces to protect existing work from weather and extremes of temperature and humidity.
G. Remove, cut, and patch Work in manner to minimize damage and to permit restoring products and finishes to specified condition.
H. Refinish existing visible surfaces to remain in renovated rooms and spaces, to renewed condition for each material, with neat transition to adjacent finishes.
I. Where new Work abuts or aligns with existing, provide smooth and even transition. Patch Work to match existing adjacent Work in texture and appearance.
J. When finished surfaces are cut so that smooth transition with new Work is not possible, terminate existing surface along straight line at natural line of division and submit recommendation to Architect/Engineer for review.
K. Where change of plane of 1/4 inch or more occurs, submit recommendation for providing smooth transition; to COR for review.
L. Patch or replace portions of existing surfaces which are damaged, lifted, discolored, or showing other imperfections.
M. Finish surfaces as specified in individual product sections.
01330 - 1 Submittal Procedures
SECTION 01330
SUBMITTAL PROCEDURES
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Submittal procedures.
B. Construction progress schedules.
C. Proposed products list.
D. Product data.
E. Shop drawings.
F. Samples.
G. Design data.
H. Test reports.
I. Certificates.
J. Manufacturer's instructions.
K. Manufacturer's field reports.
L. Erection drawings.
M. Construction photographs.
N. Record drawings.
1.2 DEFINITIONS
A. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format.
1.3 SUBMITTAL ADMINISTRATIVE REQUIREMENTS
A. Architect's Digital Data Files: Electronic digital data files of the Contract Drawings will be provided by Architect for Contractor's use in preparing submittals.
01330 - 2 Submittal Procedures
1. Architect will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings and Project record drawings.
a. Architect makes no representations as to the accuracy or completeness of digital data drawing files as they relate to the Contract Drawings.
b. Digital Drawing Software Program: The Contract Drawings are available in AutoCAD format.
c. Contractor shall execute a data licensing agreement in the form of Agreement form acceptable to Owner and Architect.
B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.
2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.
3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.
4. 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. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.
C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect's receipt of submittal. For submittals received after 2:30 pm, the time for review will start the next business day. 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 10 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.
Architect will advise Contractor when a submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.
3. Resubmittal Review: Allow 10 days for review of each resubmittal.
D. Paper Submittals: Place a permanent label or title block on each submittal item for identification.
1. Indicate name of firm or entity that prepared each submittal on label or title block.
01330 - 3 Submittal Procedures
2. Provide a space approximately 3 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Architect.
3. Include the following information for processing and recording action taken:
a. Project name.
b. Date.
c. Name of Contractor.
d. Name of manufacturer.
e. Indication whether submittal is the initial submittal or a resubmittal.
f. Number and title of appropriate Specification Section.
g. Drawing number and detail references, as appropriate.
h. Location(s) where product is to be installed, as appropriate.
i. Other necessary identification.
4. Additional Paper Copies: Unless additional copies are required for final submittal, and unless Architect observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.
5. Transmittal for Paper Submittals: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Architect will return without review submittals received from sources other than Contractor.
a. Transmittal Form for Paper Submittals: Use Contractor’s transmittal form or form provided by USDA.
b. Transmittal Form for Paper Submittals: Provide locations on form for the following information:
1) Project name.
2) Date.
3) Destination (To:).
4) Source (From:).
5) Name of Contractor.
6) Name of firm or entity that prepared submittal.
7) Submittal purpose and description.
8) Specification Section number and title.
9) Specification paragraph number or drawing designation and generic name for each of multiple items.
10) Drawing number and detail references, as appropriate.
11) Indication of full or partial submittal.
12) Submittal and transmittal distribution record.
13) Remarks.
14) Signature of transmitter.
E. Electronic Submittals: Identify and incorporate information in each electronic submittal file as follows:
01330 - 4 Submittal Procedures
1. Assemble complete submittal package into a single indexed file in PDF format incorporating submittal requirements of a single Specification Section. Each submittal shall be a single .pdf file; combination of multiple submittals into one .pdf file will not be accepted for review.
2. Project name shall be referenced in electronic submittal e-mail subject line.
3. Name file with submittal number.
4. Provide means for insertion to permanently record Contractor's review and approval markings and action taken by Architect.
5. Transmittal Form for Electronic Submittals: Use electronic form, acceptable to Owner, containing the following information:
a. Project name.
b. Date.
c. Name of Contractor.
d. Category and type of submittal.
e. Submittal purpose and description.
f. Specification Section number and title.
g. Specification paragraph number or drawing designation and generic name for each of multiple items.
h. Drawing number and detail references, as appropriate.
i. Location(s) where product is to be installed, as appropriate.
j. Related physical samples submitted directly.
k. Indication of full or partial submittal.
l. Submittal and transmittal distribution record.
m. Other necessary identification.
n. Remarks.
F. Options: Identify options requiring selection by Architect.
G. Deviations and Additional Information: On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Architect on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal.
H. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.
1. Note date and content of previous submittal.
2. Note date and content of revision in label or title block and clearly indicate extent of revision.
3. Resubmit submittals until they are marked with approval notation from
Architect's action stamp.
I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as
01330 - 5 Submittal Procedures necessary for performance of construction activities. Show distribution on transmittal forms.
J. Use for Construction: Retain complete copies of submittals on Project site. Use only final action submittals that are marked with approval notation from Architect's action stamp.
K. Prepare Project-specific information, drawn accurately to scale. Do not base submittals on reproductions of the Contract Documents or standard printed data, unless submittal based on Architect's digital data drawing files is otherwise permitted.
L. Submit submittals in the one of the following formats:
a. PDF electronic file.
b. Five opaque (bond) copies of each submittal. Architect/Engineer will return two copies.
1.4 SUBMITTAL PROCEDURES
A. Within 10 days of Award of Contract, Contractor will provide Submittal Register identifying information required for all materials, components, and equipment referenced in the Submittals/Close-Out Submittals article of each specification section herein.
B. Submittals not requested will not be recognized or processed.
1.5 CONSTRUCTION PROGRESS SCHEDULES
A. Submit initial schedules within 21 days after date of Owner established in Notice to Proceed. After review, resubmit required revised data within ten days of any approved changes.
B. Submit computer generated horizontal bar chart with separate line for each section of Work, identifying first work day of each week.
1.6 PROPOSED PRODUCTS LIST
A. Within 21 days after date of Notice to Proceed, submit list of major products proposed for use, with name of manufacturer, trade name, and model number of each product.
B. For products specified only by reference standards, give manufacturer, trade name, model or catalog designation, and reference standards.
01330 - 6 Submittal Procedures
1.7 PRODUCT DATA
A. Product Data: Submit to Architect/Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.
B. Mark each copy to identify applicable products, models, options, and other data.
Supplement manufacturers' standard data to provide information specific to this Project.
C. Indicate product utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.
1.8 SHOP DRAWINGS
A. Shop Drawings: Submit to Architect/Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.
B. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.
C. When required by individual specification sections, provide shop drawings signed and sealed by professional engineer responsible for designing components shown on shop drawings.
1. Include signed and sealed calculations to support design.
2. Submit drawings and calculations in form suitable for submission to and approval by authorities having jurisdiction.
3. Make revisions and provide additional information when required by authorities having jurisdiction.
1.9 SAMPLES
A. Samples: Submit to Architect/Engineer for review for limited purpose of checking for conformance with information given and design concept expressed in Contract Documents.
B. Samples For Selection as Specified in Product Sections:
1. Submit to Architect/Engineer for aesthetic, color, or finish selection.
2. Submit samples of finishes from full range of manufacturers' standard colors, textures, and patterns for Architect/Engineer selection.
C. Submit samples to illustrate functional and aesthetic characteristics of Products, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.
01330 - 7 Submittal Procedures
D. Include identification on each sample, with full Project information.
E. Reviewed samples which may be used in the Work are indicated in individual specification sections.
F. Samples will not be used for testing purposes unless specifically stated in specification section.
1.10 DESIGN DATA
A. Submit for Architect/Engineer's knowledge as contract administrator or for Owner.
B. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.
1.11 TEST REPORTS
A. Submit for Architect/Engineer's knowledge as contract administrator or for Owner.
B. Submit test reports for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.
1.12 CERTIFICATES
A. When specified in individual specification sections, submit certification by manufacturer, installation/application subcontractor, or Contractor to Architect/Engineer, in quantities specified for Product Data.
B. Indicate material or product conforms to or exceeds specified requirements.
Submit supporting reference data, affidavits, and certifications as appropriate.
C. Certificates may be recent or previous test results on material or Product, but must be acceptable to Architect/Engineer.
1.13 MANUFACTURER'S INSTRUCTIONS
A. When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Architect/Engineer for delivery to Owner in quantities specified for Product Data.
B. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.
01330 - 8 Submittal Procedures
1.14 MANUFACTURER'S FIELD REPORTS
A. Submit reports for Architect/Engineer's benefit as contract administrator or for Owner.
B. Submit report in duplicate within 7 days of observation to Architect/Engineer and COR for information.
C. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.
1.15 ERECTION DRAWINGS
A. Submit drawings for Architect/Engineer's benefit as contract administrator or for Owner.
B. Submit for information for limited purpose of assessing conformance with information given and design concept expressed in Contract Documents.
C. Data indicating inappropriate or unacceptable Work may be subject to action by Architect/Engineer or Owner.
1.16 CONSTRUCTION PHOTOGRAPHS
A. Provide quality photographs of site and construction throughout progress of Work produced by an experienced photographer, acceptable to Architect/Engineer.
B. Each month submit photographs with Application for Payment.
C. Digital Photographs: Provide color images in JPG format, produced by a digital camera with minimum sensor size of 12 megapixels, and at an image resolution of not less than 2400 pixels. Use flash in low light levels or backlit conditions.
D. Take site photographs from differing directions and interior photographs indicating relative progress of the Work, no more than 2 days maximum prior to submitting.
E. Name media files with date and project area and sequential numbering suffix.. Provide a log identifying the files name with the name of Project, contract number, orientation of view, date and time of view, and photographer's numbered identification of exposure.
F. Submit digital media as originally recorded in the digital camera, without alteration, manipulation, editing, or modifications using image-editing software.
01330 - 9 Submittal Procedures
I:\Projects\3018427\3018427_0001\70_Specifications\2017.08_Rev C - Issued for Bid\01330.doc
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01351 - 1 Sustainable Project Requirements
SECTION 01351
SUSTAINABLE PROJECT REQUIREMENTS
PART 1 GENERAL
1.1 SUMMARY
A. Section Includes:
1. Sustainable Project goals.
2. Sustainable product requirements.
1.2 REFERENCES
A. American Society of Heating, Refrigerating and Air-Conditioning Engineers:
1. ASHRAE 52.2 - Method of Testing General Ventilation Air-Cleaning
Devices for Removal Efficiency by Particle Size.
2. ASHRAE 62 - Ventilation for Acceptable Indoor Air Quality.
3. ASHRAE 90.1 - Energy Efficient Design of New Buildings Except Low-
Rise Residential Buildings.
4. ASHRAE 129 - Measuring Air-Change Effectiveness.
B. ASTM International:
1. ASTM E408 - Standard Test Methods for Total Normal Emittance of
Surfaces Using Inspection-Meter Techniques.
2. ASTM E903 - Standard Test Method for Solar Absorptance, Reflectance, and Transmittance of Materials Using Integrating Spheres.
C. Bay Area Air Quality Management District:
1. BAAQMD Regulation 8, Rule 51 - Adhesive and Sealant Products.
D. Carpet and Rug Institute:
1. CRI Green Label Testing Program.
E. Forest Stewardship Council:
1. FSC Guidelines- Forest Stewardship Council Guidelines.
F. Green Seal:
1. GS-11 - Product Specific Environmental Requirements.
G. Sheet Metal and Air Conditioning Contractors:
1. SMACNA IAQ - IAQ Guidelines for Occupied Buildings Under
Construction.
H. South Coast Air Quality Management District:
1. SCAQMD Rule 1168 - Adhesive and Sealant Applications.
01351 - 2 Sustainable Project Requirements
I. U.S. Environmental Protection Agency:
1. EPA 832-R-92-005 - Storm Water Management for Construction
Activities: Developing Pollution Prevention Plans and Best Management Practices.
2. EPA Baseline IAQ - Testing for Indoor Air Quality, Baseline IAQ, and Materials Section 01445.
J. U.S. Green Building Council:
1. LEED Rating System - Green Building Rating System for New
Construction & Major Renovations.
2. LEED Reference Guide.
1.3 DEFINITIONS
A. Assembly Recycled Content: Includes the percentages of post-consumer and pre-consumer content. The determination is made by dividing the weight of the recycled content by the overall weight of the assembly.
B. Basis of Design (BOD): Includes design information necessary to accomplish the Owner’s project requirements, including system descriptions, indoor environmental quality criteria, other pertinent design assumptions (such as weather data), and references to applicable codes, standards, regulations and guidelines.
C. Non-Occupied Spaces: Include all rooms used by maintenance personnel that are not open for use by occupants. Included in this category are janitorial, storage and equipment rooms, and closets.
D. Non-Regularly Occupied Spaces: Includes corridors, hallways, lobbies, break rooms, copy rooms, storage rooms, kitchens, restrooms, stairwells, etc.
E. Owner’s Project Requirements (OPR): An explanation of the ideas, concepts and criteria that are determined by the Owner to be important to the success of the project (previously called the Design Intent).
F. Post-Consumer Waste: Waste material generated by households or by commercial, industrial and institutional facilities in their role as end-users of the product, which can no longer be used for its intended purpose. This includes returns of materials from the distribution chain (source: ISO 14021). Examples of this category include construction and demolition debris, materials collected through curbside and drop-off recycling programs, broken pallets (if from a pellet refurbishing company, not a pallet making company), discarded products (e.g., furniture, cabinetry and decking) and urban maintenance waste (e.g., leaves, grass clippings, tree trimmings, etc.).
01351 - 3 Sustainable Project Requirements
G. Potable Water: Water suitable for drinking and supplied from wells or municipal water systems.
H. Pre-Consumer Content: Defined as material diverted from the waste stream during the manufacturing process. Excluded is reutilization of materials such as rework, regrind or scrap generated in a process and capable of being reclaimed within the same process that generated it (source ISO 14021). Examples in this category include planer shavings, plytrim, sawdust, chips, bagasse, sunflower seed hulls, walnut shells, culls, trimmed materials, print overruns, over-issue publications, and obsolete inventories. (Previously referred to as Post-Industrial Content.)
I. Recycled Content: The percentage by weight of constituents that have been recovered or otherwise diverted from the solid waste stream, either during the manufacturing process (pre-consumer), or after consumer use (post-consumer).
1. Spills and scraps from the original manufacturing process that are combined with other constituents after a minimal amount of reprocessing for use in further production of the same product are not recycled materials.
2. Discarded materials from one manufacturing process that are used as constituents in another manufacturing process are pre-consumer recycled materials.
J. Regionally Extracted Materials: For LEED for new Construction purposes, must have their source as a raw material from within a 500-mile radius of the Project Site.
K. Regionally Manufactured Materials: For LEED for New Construction purposes, must be assembled as a finished product within a 500-mile radius of the Project Site. Assembly, as used for this LEED definition, does not include on-site assembly, erection or installation of finished components, as in structural steel, miscellaneous iron or systems furniture.
L. Regularly Occupied Spaces: Areas where workers are seated or standing as they work inside a building; in residential applications it refers to living and family rooms.
M. Shared (Group) Multi-Occupant Spaces: Includes conference rooms, classrooms and other indoor spaces used as a place of congregation for presentations, training, etc. Individuals using these spaces share the lighting and temperature controls and they should have, at a minimum, a separate zone with accessible thermostat and an air-flow control.
N. Solar Reflectance Index (SRI):
1. A measure of material’s ability to reject solar heat, as shown by a small temperature rise. It is defined so that a standard black (reflectance 0.05, 01351 - 4 Sustainable Project Requirements emittance 0.90) is 0 and a standard white (reflectance 0.80, emittance 0.90) is 100. For example, a standard black surface has a temperature rise of 90° F (50° C) in full sun, and a standard white surface has a temperature rise of 14.6° F (8.1° C). Once the maximum temperature rise of a given material has been computed, the SRI can be computed by interpolating between the values for white and black.
2. Materials with the highest SRI values are the coolest choices for paving.
Due to the way SRI is defined, particularly hot materials can even take slightly negative values, and particularly cool materials can even exceed
100. (Lawrence Berkeley National Laboratory Cool Roofing Materials Database)
O. VOCs (Volatile Organic Compounds): Carbon compounds that participate in atmospheric photochemical reactions (excluding carbon monoxide, carbon dioxide, carbonic acid, metallic carbides and carbonates, and ammonium carbonate). The compounds vaporize (become a gas) at normal room temperatures.
1.4 SUSTAINABLE PROJECT GOALS
A. Comply with the following general sustainable Project goals. Refer to specific specification sections for more detailed requirements.
1. Notify COR and Architect/Engineer when conflicts arise between Work performance and sustainable Project goals.
B. Use resources efficiently:
1. Reuse existing buildings and materials.
2. Furnish materials that use resources efficiently.
3. Use construction practices that achieve efficient use of resources and materials.
4. Recycle or reuse job site waste.
5. Furnish recycled content materials.
6. Furnish materials that can be recycled.
C. Avoid scarce, irreplaceable, or endangered resources:
1. Furnish materials from abundant, well managed resources.
2. Furnish materials that are replaceable, renewable, or can be replenished.
3. Furnish materials that minimize damage to natural habitats.
D. Use durable materials:
1. Furnish materials with longest usable life.
2. Furnish materials that can be reused.
3. Furnish materials with least maintenance requirements.
E. Create spaces that are healthy for occupants:
1. Furnish low toxic products and materials.
01351 - 5 Sustainable Project Requirements
2. Furnish materials without toxic maintenance requirements.
3. Furnish mechanical equipment that provides fresh air and does not trap water or pollutants.
F. Use energy efficiently:
1. Furnish materials with low embodied energy.
2. Furnish materials that save energy during building operations.
G. Use water efficiently:
1. Use construction practices that use water efficiently.
2. Furnish water conserving appliances and equipment.
3. Landscape Project site for water conservation.
4. Capture and utilize rainwater.
H. Furnish materials that generate least amount of pollution.
I. Protect and restore natural habitats on site.
1.5 SUBMITTALS
A. Section 01330 - Submittal Procedures: Requirements for submittals.
B. Product Data:
1. Submit data for filter media and filter efficiency.
C. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
1. Certify roof surface materials are Energy Star labeled.
2. Certify salvaged or reused Products source and origin.
3. Certify recycled material content for recycled content products.
a. Indicate post-consumer recycled content percent by weight.
b. Indicate post-industrial recycled content percent by weight.
4. Certify source for local and regional materials.
a. Indicate manufacturing or fabrication location and distance to site in miles.
5. Certify lumber is harvested from Forest Stewardship Council Certified well managed forest.
a.
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