4_ATT_3_VAMA_161264_FINAL_CD_Appendix.pdf

VANDERBILT MANSION NATIONAL

HISTORIC SITE

HYDE PARK, NEW YORK

REHAB VANDERBILT MANSION FOUNDATION AND

SUPPORT WALLS

PMIS NO. 161264

APPENDIX

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

August 1, 2016

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

VAMA - 121264 TOC-1

TABLE OF CONTENTS

APPENDIX

Statement of Structural Tests and Special Inspections ................................................................................... A.

Profit Calculator ............................................................................................................................................. B.

Contract Price Schedule- Blank ...................................................................................................................... C.

Contract Price Schedule- Complete ................................................................................................................ D.

Submittal List ……. ........................................................................................................................................ E.

Closeout and Operation and Maintenance Requirements .............................................................................. F.

Constructability Checklist ............................................................................................................................... G.

NPS Project Sustainability Checklist .............................................................................................................. H.

Class A Construction Cost Estimate ................................................................................................................ I.

Responses to Schematic Design Comments .................................................................................................... J.

Mortar Analysis Report ................................................................................................................................... K.

Exterior Cleaning Test Report ........................................................................................................................ L.

Asbestos Test Report. ..................................................................................................................................... M.

Radon Test Results Report .............................................................................................................................. N.

Petrographic Analysis Report ......................................................................................................................... O.

Statement of Structural Tests and Special Inspections Denver Service Center National Park Service

Park: Vanderbilt Mansion National Historic Park

PMIS: 161264

Project Name: Rehabilitate the Exterior of Historic Vanderbilt Mansion

Structural Engineering Firm: 1200 Architectural Engineers

This Statement of Structural Tests and Special Inspections (STSI) is being submitted as required by Chapter 17 of the 2009 International Building Code (IBC-09). It includes the following:

1. Seismic requirements

2. Wind requirements

3. Qualification requirements for Inspectors and Testing Technicians

4. Listing of Required Structural Tests and Special Inspections

The Construction Contractor’s Quality Control Supervisor will provide copies of all special inspection reports and associated documentation to the Contracting Officer. The Construction Contractor will be required to correct all deficiencies discovered in the Special Inspection and Structural Testing program.

Prepared by:

John A. Matteo

(Type or print name)

Signature

6/21/2016

Date PE or SE Stamp

PARK/PMIS Statement of Structural Tests and Special Inspections Page 1 of 12

PARK/PMIS Statement of Structural Tests and Special Inspections Page 2 of 8

Seismic and Wind Requirements

Seismic Requirements, IBC-09 Section 1705.3

Description of seismic-force-resisting system and designated seismic systems subject to special inspections per Section 1707:

Vanderbilt Mansion is an existing unreinforced masonry building. Per ASCE 7, its lateral system is classified as ordinary plain masonry shear walls. Per the 2009 IBC, the scope of work is classified as Repair and no seismic evaluation or retrofit is required. No seismic special inspections are required by code.

Wind Requirements, IBC-09 Section 1705.4

Description of wind-force-resisting system and designated wind systems subject to special inspections per Section 1706:

Vanderbilt Mansion is an existing unreinforced masonry building with ordinary plain masonry shear walls as its lateral system. Per the 2009 IBC, the scope of work is classified as Repair and no retrofit for wind loads is required. No wind special inspections are required by code.

PARK/PMIS Statement of Structural Tests and Special Inspections Page 3 of 8

Instructions:

1. Place an “X” in the column titled “Required?” for all Special Inspections and Tests required for this project.

2. In the column marked “Required Qualifications” provide the qualifications for the special inspector, using the list beginning on page 4, for all required Structural Tests and Special Inspections.

3. For those items listed as “Continuous,” continuous special inspection shall be as defined in Section 1702, IBC-09.

4. For those items listed as “Periodic” provide the minimum number of tests, i.e. 20% of all field welds, or the amount of work to be inspected (e.g. 10% of all wall surfaces).

5. Attach completed STSI to the end of the Specification Section 01 40 00, Quality Requirements.

PARK/PMIS Statement of Structural Tests and Special Inspections Page 4 of 8

Qualification Requirements for Inspectors and Testing Technicians

PE/SE Structural Engineer – licensed PE or SE specializing in the design of buildings and structures PE/GE Geotechnical Engineer – licensed PE specializing in soil mechanics and foundations EIT Engineer-In-Training – graduate engineer who has passed the Fundamentals of engineering examination

American Concrete Institute (ACI) Certification ACI-CCSI Concrete Construction Special Inspector ACI-LTT Concrete Laboratory Testing Technician Level 1 or 2 ACI-STT Concrete Strength Testing Technician ACI-FTT Concrete Field Testing Technician – Grade I

American Society of Non-Destructive Testing (ASNT) Certification Non-Destructive Testing Technician – Level II or III

American Welding Society (AWS) Certification AWS-CWI Certified Welding Inspector

Exterior Design Institute (EDI) Certification EDI-EIFS Certified EIFS inspector

International Code Council (ICC) Certification ICC-PCSI Prestressed Concrete Special Inspector ICC-RCSI Reinforced Concrete Special Inspector ICC-SSI Soils Special Inspector ICC-SFSI Spray-applied Fireproofing Special Inspector ICC-SMSI Structural Masonry Special Inspector ICC-SSBSI Structural Steel and Bolting Special Inspector ICC-SWSI Structural Welding Special Inspector

National Institute for Certification in Engineering Technologies (NICET) Certification NICET-CT Concrete Technician – Levels I, II, III and IV NICET-GET Geotechnical Engineering Technician - Levels I, II, III and IV NICET-ST Soils Technician - Levels I, II, III and IV

PARK/PMIS Statement of Structural Tests and Special Inspections Page 5 of 8

Other

PARK/PMIS Statement of Structural Tests and Special Inspections Page 6 of 8

Listing of Required Structural Tests and Special Inspections

R eq u ir ed

Structural Test or Special Inspection Required Qualifications

C on ti n u ou s

P er io d ic

F re q u en cy of

P er io

T es t or

In sp ec ti on

Steel Construction (ref: IBC-09 Table 1704.3)

1. Material verification of high-strength bolts, nuts and washers:

X

a. Identification markings to conform to ASTM standards specified in the approved construction documents.

PE/SE X

25% of Work

b. Manufacturer’s certificate of compliance required. X

2. Inspection of high strength bolting:

X a. Snug-tight joints. PE/SE X 25% of Joints

b. Pretensioned and slip-critical joints using turn-of-nut with matchmarking, twist-off bolt, or direct tension indicator methods of installation.

c. Pretensioned and slip-critical joints using turn-of-nut without matchmarking, twist-off bolt or calibrated wrench methods of installation.

3. Material verification of structural steel and cold-formed steel deck:

X a. For structural steel, identification markings to conform to AISC 360.

PE/SE

10% of Pieces

b. For other steel, identification markings to conform to ASTM standards specified in the construction documents

c. Manufacturer’s certified test reports. X

4. Material verification of weld filler metals:

X a. Identification markings to conform to AWS specification in the construction documents.

AWS-CW1

25% of Welds

b. Manufacturer’s certificate of compliance required. X

5. Inspection of welding:

X a. Structural steel and cold-formed steel deck: 25% of Welds X 1) Complete and partial joint penetration groove welds

2) Multi-pass fillet welds. X X 3) Single-pass fillet welds > 5/16” X

4) Plug and slot welds X X 5) Single-pass fillet welds ≤ 5/16” X

6) Floor and roof deck welds. X

b. Reinforcing steel:

1) Verification of weldability of reinforcing steel other than ASTM A706.

2) Reinforcing steel resisting flexural and axial X

PARK/PMIS Statement of Structural Tests and Special Inspections Page 7 of 8 u ir ed

Structural Test or Special Inspection Required Qualifications

C on ti n u ou s

P er io q u er io ec forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear reinforcement.

3) Shear reinforcement. X

4) Other reinforcing steel. X

6. Inspection of steel frame joint details for compliance:

a. Details such as bracing and stiffening. X

b. Member locations. X

c. Application of joint details at each connection. X

7. Cold-formed steel trusses spanning 60 feet or greater:

a. Verify temporary installation restrain/bracing and permanent individual truss member restraint/bracing installed in accordance with approved truss submittal.

Level 1 Masonry Construction (ref: IBC-09 Table 1704.5.1) X 1. Verify compliance with required inspection provisions of the construction documents and approved submittals.

2. At the start of masonry construction, verify:

X a. Proportions of site-prepared mortar. PE/SE X X b. Construction of mortar joints. PE/SE X X c. Location of reinforcement, connectors, prestressing tendons and anchorages.

d. Prestressing technique. X

e. Grade and size of prestressing tendons and anchorages.

3. During masonry construction, verify:

a. Size and location of structural members. X X b. Type, size and location of anchors, including other details of anchorage of masonry to structural members, frames, or other construction.

X c. Specified size, grade and type of reinforcement, anchor bolts, prestressing tendons and anchorages.

d. Welding of reinforcing bars. X X e. Preparation, construction and protection of masonry during cold weather (temperature below 40°F) or hot weather (temperature above 90°F).

f. Application and measurement of prestressing force. X

4. Prior to grouting, verify:

a. Grout space is clean. X

b. Placement of reinforcing and connectors, and prestressing tendons and anchorages.

c. Proportions of site-prepared grout and prestressing X

PARK/PMIS Statement of Structural Tests and Special Inspections Page 8 of 8 u ir ed

Structural Test or Special Inspection Required Qualifications

C on ti n u ou s

P er io q u er io ec grout for bonded tendons.

d. Construction of mortar joints. X

5. Verify grout placement. X

a. Grouting of prestressing bonded tendons X X 6. Observe preparation of grout specimens, mortar specimens and/or prisms.

Wind Resistance (ref: IBC-09 Section 1706)

1. See page 2 of this form for requirements.

Seismic Resistance (ref: IBC-09 Section 1707)

1. See page 2 of this form for requirements.

Maximum Project Rate Allowed Specific

10% Rate

Contract Cost Risk

Self Performed work (Contractor to perform all work) 2.00% 2.00%

Contract Type (Firmed Fixed Price, FFP) 1.00% 1.00%

Contractor Effort (Complexity of Work)

General Management 1.00% 1.00%

Direct Labor skill requirement 1.00% 1.00%

Safety Requirements 1.00% 1.00%

Equipment Requirements 1.00% 1.00%

Material Requirements 1.00% 1.00%

Federal Socioeconomic Program

Disadvantage Business 2.00% 0.00%

Maximum Allowable Profit 8.00%

PROFIT CALCULATOR FOR SELF PERFORMED WORK

Profit Factors

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

CONTRACT LINE

ITEM NUMBER

(CLIN)

CONTRACT LINE ITEM (CLI) TITLE QUANTITY

UNIT OF

MEASURE

UNIT PRICE TOTAL PRICE

Complete the Exterior Rehabilitation of the Vanderbilt Mansion

1 Lump Sum $0.00 $0.00

$0.00

OPTION A- Complete Existing Wood Window Sash and Door Restoration

1 Lump Sum $0.00 $0.00

OPTION B- Provide new Storm Windows- All Openings

1 Lump Sum $0.00 $0.00

OPTION C- Restore and Reinstall Existing Wood Shutters

1 Lump Sum $0.00 $0.00

OPTION D- Restoration of Wine Cellar Interior

1 Lump Sum $0.00 $0.00

6 Additional Stone Repointing 1 Linear Foot - -

7 Additional Stone Dutchman Repair 1 Cubic Foot - -

$0.00

$0.00

PROJECT TITLE: Rehab Vanderbilt Mansion Foundation and Support Walls

CONTRACT PRICE SCHEDULE

SOLICITATION NUMBER:

PARK - PMIS: VAMA- 161264

DEVELOPED AREA: Mansion Exterior

TOTAL PRICE FOR ALL OPTIONS (Contract Line Item Numbers 2 through 5) ------------------------------------

TOTAL PROPOSED PRICE - BASE PLUS ALL OPTIONS (Contract Line Item Numbers 1 through 5) -----------

All measurement and payment information is included in the project specifications, Section 012700.

Notice: Refer to FAR Clause 52.217-5, Evaluation of Options, as prescribed in FAR 17. Offerors are required to submit, a minimum, an offer that conforms to the solicitation documents with pricing for Base line items and all option line items. Failure to do so may render the proposal unacceptable. On lump-sum line items, provide the total price only. For all unit-priced line items, provide the unit price and the extended total price. If no specific line item exists for a portion of the work, include the costs in a related item. In case of error in calculation of extended prices, the unit price governs. In case of error in summation, the total of the corrected amounts govern. Round totals and extended prices to whole dollars. The Government reserves the right to award any or no options at or after the time of award. At the option of the Government, the period for exercise of options at the proposed prices shall extend 180 calendar days from the date of award. Pricing will be evaluated based on what is determined to be the best value to the Government. Options may be exercised in any combination, order, or grouping deemed in the judgment of the Contracting Officer to offer the best value to the Government.

TOTAL BASE PRICE (Contract Line Item Number 1) ------------------------------------

In addition to the offer that conforms to the solicitation documents, offerors are encouraged to submit alternate proposals that will result in cost savings to the Government. Such proposals shall clearly identity why the acceptance of the alternate proposal would be advantageous to the Government, see FAR Clause 52.215-1, Instructions to Offerors - Competitive Acquisition-Alternate II and DSC-36 Clause (Instructions for Submission of Offers and Other Information) in Section L of the Solicitation.

PARK - PMIS

CPS - 1

CONTRACT LINE

ITEM NUMBER

(CLIN)

CONTRACT LINE ITEM (CLI) TITLE QUANTITY

UNIT OF

MEASURE

UNIT PRICE TOTAL PRICE

Complete the Exterior Rehabilitation of the Vanderbilt Mansion

1 Lump Sum $4,324,833.00 $4,324,833.00

$4,324,833.00

OPTION A- Complete Existing Wood Window Sash and Door Restoration

1 Lump Sum $841,845.00 $841,845.00

OPTION B- Provide new Storm Windows- All Openings

1 Lump Sum $251,395.00 $251,395.00

OPTION C- Restore and Reinstall Existing Wood Shutters

1 Lump Sum $255,046.00 $255,046.00

OPTION D- Restoration of Wine Cellar Interior

1 Lump Sum $163,108.00 $163,108.00

6 Additional Stone Repointing 1 Linear Foot - -

7 Additional Stone Dutchman Repair 1 Cubic Foot - -

$1,511,394.00

$5,836,227.00

TOTAL PRICE FOR ALL OPTIONS (Contract Line Item Numbers 2 through 5) ------------------------------------

TOTAL PROPOSED PRICE - BASE PLUS ALL OPTIONS (Contract Line Item Numbers 1 through 5) -----------

All measurement and payment information is included in the project specifications, Section 012700.

Notice: Refer to FAR Clause 52.217-5, Evaluation of Options, as prescribed in FAR 17. Offerors are required to submit, a minimum, an offer that conforms to the solicitation documents with pricing for Base line items and all option line items. Failure to do so may render the proposal unacceptable. On lump-sum line items, provide the total price only. For all unit-priced line items, provide the unit price and the extended total price. If no specific line item exists for a portion of the work, include the costs in a related item. In case of error in calculation of extended prices, the unit price governs. In case of error in summation, the total of the corrected amounts govern. Round totals and extended prices to whole dollars. The Government reserves the right to award any or no options at or after the time of award. At the option of the Government, the period for exercise of options at the proposed prices shall extend 180 calendar days from the date of award. Pricing will be evaluated based on what is determined to be the best value to the Government. Options may be exercised in any combination, order, or grouping deemed in the judgment of the Contracting Officer to offer the best value to the Government.

TOTAL BASE PRICE (Contract Line Item Number 1) ------------------------------------

In addition to the offer that conforms to the solicitation documents, offerors are encouraged to submit alternate proposals that will result in cost savings to the Government. Such proposals shall clearly identity why the acceptance of the alternate proposal would be advantageous to the Government, see FAR Clause 52.215-1, Instructions to Offerors - Competitive Acquisition-Alternate II and DSC-36 Clause (Instructions for Submission of Offers and Other Information) in Section L of the Solicitation.

PROJECT TITLE: Rehab Vanderbilt Mansion Foundation and Support Walls

CONTRACT PRICE SCHEDULE

SOLICITATION NUMBER:

PARK - PMIS: VAMA- 161264

DEVELOPED AREA: Mansion Exterior

PARK - PMIS

CPS - 1

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013000 1.3 Temporary Facilities and Controls Letter Designating Project Superintendent X Construction Schedule X Comprehensive Breakdown of Schedule of Values X Accident Prevention Plan X List of Subcontractors for Project X Statements Certifying Subcontractor Compliance with X Evidence of Liability Insurance Coverage and X Waste Management Plan X Quality Control Plan X Temporary Storm Water Pollution Prevention Plan X Indoor Air Quality Management Plan X Contractors Commissioning Plan X Historic Preservation Treatment Plan X Accessibility Inspection Report X

013233 1.2 Construction Images X 013591 Historic Preservation Treatment Procedures

1.3 Historic Preservation Treatment Plan X

Alternative Methods and Materials X

13513.22 1.3 Daily Archeological Construction Work Schedule X 014000 1.3 Quality Requirements

Quality control plan X Qualification data X Contractor's quality control daily reports X Test reports X Accessibility Inspection Report Off-site inspection reports X Permits, licences, certificates X

015000 1.4 Temporary Facilities and Controls Product Data X Shop Drawings X Delegated-Design Submittal X

015719.11 1.4 Indoor Air Quality (IAQ) Management Plan X X X IAQ management plan X Product data X Inspection and test reports X

015723 1.3 Under-An-Acre Pollution Prevention Plan (UPPP)

UPPP X

Inspection Schedule X Erosion Control Products X

016700 1.3 Record Submittals X X 017329 1.2 Cutting and Patching Plan X 017340 1.2 Execution

SUBMITTAL LIST

Spec.

Sec.

Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 161264, Rehab Vanderbilt Mansion Foundation and Support Walls

SUBMITTAL REQUIREMENTS (indicate with an "X")

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INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 161264, Rehab Vanderbilt Mansion Foundation and Support Walls

SUBMITTAL REQUIREMENTS (indicate with an "X")

Land Surveyor or Professional Engineer Certificate X Landfill Receipt X Quanitity Survey X

017419 1.4 Construction Waste Management and Disposal

Landfill and incinerator disposal records X

Qualification data X

Statement of refigerant recovery X

Progress payment requirements X

017700 1.3 Closeout submittals X

017823 1.2 Manual X

017900 1.3 Instruction program X

1.3 Demonstration and training video X

020550 1.2 Methods of protection X X

024119 1.6 Selective Removals

Proposed Protection Measures X

Schedule of Selective Removal Activities X

Inventory X

PreRemoval Photographs or Video X

Qualification Data X

Warranties X

040120 1.5 Brick Masonry Restoration

Product Data X

Shop Drawings X

Mortar Samples X

Mortar Mixes X

Masonry Unit Samples X

Sand Samples X

Accessory Samples X

Qualification Data X

Preconstruction Test Reports X

Quality-Control Program X

Restoration Program X

Cleaning Program X

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INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 161264, Rehab Vanderbilt Mansion Foundation and Support Walls

SUBMITTAL REQUIREMENTS (indicate with an "X")

Mortar Analysis X

040140 1.5 Stone Masonry Restoration

Product Data X

Shop Drawings X

Mortar Samples X

Mortar Mixes X

Stone Samples X

Sand Samples X

Accessory Samples X

Qualification Data X

Preconstruction Test Reports X

Quality-Control Program X

Restoration Program X

Cleaning Program X

Mortar Analysis X

050175 1.3 Historic Treatment of Cast and Wrought Iron

Product Data X

Shop Drawings X

Iron Samples X

Fitting and Bracket Samples X

Connection Samples X

Finish Samples X

Sealant Materials X

Accessory Samples X

Qualification Data X

Restoration Program X

Cleaning Program X

051200 Structural Steel Framing

1.5 Product Data X

Shop Drawings X

1.6 Qualification data X

Paint compatibility certificates X

Product Test Reports X

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Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 161264, Rehab Vanderbilt Mansion Foundation and Support Walls

SUBMITTAL REQUIREMENTS (indicate with an "X")

Survey Certificates X

Reports X

055113 Metal Ramp and Railings

1.4 Product Data X

Shop Drawings X

Samples for Verification X

Cleaning Solution Cut Sheets X

055113 1.5 Welding Certificates X

Paint Compatibility Certificates X

055313 Bar Gratings

1.4 Product Data X

Shop Drawings X

055313 1.5 Mill Certificates X

Welding Certificates X

Paint Compatibility Certificates X

057300 Decorative Metal Railings

1.6 Product Data X

Shop Drawings X

Samples involving color, texture and design X

057300 1.7 Qualification Data X

Mill Certificates X

Welding Certificates X

Product Test Reports X

Preconstruction Test Reports X

Evaluation Reports X

061053 Miscellaneous Rough Carpentry

1.4 Product Data X

1.5 Evaluation Reports X

062013 Exterior Finish Carpentry

1.3 Product Data X

Samples involving color, profiles and texture X

Qualification Data X

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INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 161264, Rehab Vanderbilt Mansion Foundation and Support Walls

SUBMITTAL REQUIREMENTS (indicate with an "X")

1.4 Compliance Certificates X

Warranties X

062023 Interior Finish Carpentry

1.3 Product Data X

Samples X

Shop Drawings X

1.4 Sample Warranty X

071326 Foundation Waterproofing

1.4 Product Data X

Shop Drawings X

Samples X

1.5 Qualification Data X

Field Quality-Control Reports X

Warranties X

079200 Joint Sealants

1.4 Product Data X

Samples showing exposed colors X

Joint Sealant Schedule X

1.5 Qualification Data X

Product Test Reports X

Field-Adhesion-Test Reports X

Warranties X

080150 Wood Window and Door Restoration

1.4 Restoration Proposal X

Shop Drawings X

Replacement Member Samples X

Hardware Samples X

Weather Stripping Samples X

Replacement Glass Samples X

Sealant Samples X

Photographic Documentation X

1.5 Qualification Data X

Maintenance Data X

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SUBMITTAL LIST

Spec.

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Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 161264, Rehab Vanderbilt Mansion Foundation and Support Walls

SUBMITTAL REQUIREMENTS (indicate with an "X")

Field Quality-Control Reports X

085169 Metal Storm Windows

1.4 Product Data X

Shop Drawings X

Finish Samples X

Glazing Samples X

1.5 Qualification Data X

Product Test Reports X

Field Quality-Control Reports X

Warranties X

087000 Hardware

1.3 Product Data X

Samples for New Hardware X

Hardware Schedule X

Conditions Survey for Restored Hardware X

1.4 Qualification Data X

Maintenance Data X

Warranties X

090320 Historic Treatment of Plaster

1.5 Product Data X

Shop Drawings X

Samples X

1.6 Qualification Data X

Plasterwork Historic Treatment Program X

092100 1.5 Exterior Stucco

Product Data X

Shop Drawings X

Sand Samples X

Accessory Samples X

Sample Panel X

Mix Samples X

Qualification Data X

Quality-Control Program X

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SUBMITTAL LIST

Spec.

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Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 161264, Rehab Vanderbilt Mansion Foundation and Support Walls

SUBMITTAL REQUIREMENTS (indicate with an "X")

096400 Wood Flooring Restoration

1.3 Product Data X

Shop Drawings X

Samples X

1.4 Maintenance Materials X

099113 1.4 Painting

Product Data X

Topcoat Product Samples X

Product List X

144216 1.4 Vertical Wheelchair Lift

Product Data X

Shop Drawings X

Templates X

Samples X

Manufacturer's Certificates X

Qualification Data X

Product Certificates X

Warranties X

260519 Low-Voltage Electrical Power Conductors, Cables and Conduits

1.4 Product Data X

1.5 Qualification Data X

Field Quality-Control Reports X

262726 1.4 Wiring Devices

Product Data X

Shop Drawings X

Samples X

Field Quality-Control Reports X

Operation and Maintenance Data X

265000 1.3 Custom Fabricated Light Fixtures

Product Data X

Shop Drawings X

R T

L

A B

T E

S T

R E

P O

R T

/C A

L C

O

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L A

N

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A T

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SUBMITTAL LIST

Spec.

Sec.

Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 161264, Rehab Vanderbilt Mansion Foundation and Support Walls

SUBMITTAL REQUIREMENTS (indicate with an "X")

Patterns, Models, or Plaster Castings X

Samples involving color, texture and design X

Qualification Data X

Operation and Maintenance Data X

Warranties X

310000 1.4 Earthwork

Soil Material Testing Results X

Third-Party Soil Testing Service Qualifications X

List of Soil Sources X

311319 1.4 Temporary Tree and Plant Protection

Existing Condition Documentation X

312513 1.3 Erosion and Sedementation Control

Permit Documentation X

Erosion and Sediment Control Plan X

Material Samples X

321214 1.4 Asphalt Paving

Test Reports X

CQC Accessibility Inspection Report X

Granular Subbase X

Certificates X

329200 1.3 Turf and Grasses

Product Data X

Manufacturer's Certificates X

334100 1.3 Storm Drainage Piping

Product Data X

Project Record Documents X

334600 1.4 Foundation Drainage System

Product Data X

Project Record Documents X

334900 1.5 Storm Drainage Structures

Shop Drawings X

Samples X

R T

L

A B

T E

S T

R E

P O

R T

/C A

L C

O

R P

L A

N

M fg

D

A T

A

I N

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IO

N

S

N O

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A

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N

S H

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D R

A W

IN

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S A

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N

S P

R O

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A M

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P L

A N

SUBMITTAL LIST

Spec.

Sec.

Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 161264, Rehab Vanderbilt Mansion Foundation and Support Walls

SUBMITTAL REQUIREMENTS (indicate with an "X")

Topic Specification

Section Requirement

Submittal Date

Completed Received by Park

017700 Final Project Record Drawings

017900 Demonstration and Training Videotape

050175 Molds used for cast and wrought iron castings.

096400

099113

099300

017419

024119 Inventory of items that have been removed or salvaged.

024119 Landfill Records

144216

144216 Continuing maintenance proposal for lifts.

071326

079200

085169 Windows and glazing units, manufacturer's 10 years

087000 Hardware, manufacturer's 3 years.

265000

144216 O&M Data for vertical wheelchair lifts.

Foundation waterproofing, manufacturer's 5 years;

installer 2 years.

Joint sealants, manufacturer's 5 years; installer 2 years.

O&M Data Warranties Guarantees

Extra Stock

Custom fabricated light fixtures, fabricator's one year warranty.

CLOSEOUT AND OPERATION & MAINTENANCE REQUIREMENTS

Project Record Drawings

System Demonstration and Training

Tools Spare Parts Equipment

Inspection/acceptance certificates and operating permits for lifts.

Project waste management plan worksheet for waste disposal and diversion.

Reports

1 percent of amount installed for each type, color and finish of wood flooring

5 percent, but not less than 1 gallon of each material and color applied.

5 percent, but not less than 1 gallon of each material and color applied.

PARK: PMIS:

VAMA 161264

ITEM #

STATE OR LOCAL CONTACTS

New York State Historic Preservation Office (SHPO) and New York State Department of Environmental Conservation (DEC)

LIST INDIVIDUAL PERMIT REQUIREMENTS

REQUIREMENTS INCLUDED IN DESIGN PACKAGE

CONSTRUCTABILITY CHECKLIST

( For Instructions, see Instructions Tab below)

Storm water Pollution Prevention Plan (under one acre) (SWPPP)

Storm water Pollution Prevention Plan (under one acre) (SWPPP)

JOHN G. WAITE ASSOCIATES,

ARCHITECTS

DATE:

1-Aug-16

PROJECT TITLE: COMPLETED BY:

Rehab Vanderbilt Mansion Foundation and

Support Walls

LIST REQUIRED PERMITS (Water, Sewer, Road)

New York State Historic Preservation Office (SHPO) and New York State Department of Environmental Conservation (DEC)

SWPPP only

Schematic Design approved by SHPO.

Draft Construction Documents should also be submitted to SHPO for review.

CD RESOLUTION

PERMITTING AND COMPLIANCE

PROJECT ISSUES DD COMMENTS

SWPPP only

Schematic Design approved by SHPO.

Draft Construction Documents should also be submitted to SHPO for review.

ALL COMPLIANCE COMPLETE

SHPO, NEPA, EA, etc.

1 of 7 FORM CC 041409

ITEM # CD RESOLUTIONPROJECT ISSUES DD COMMENTS

Electric and Water only.

Minimal impact to visitor access to site.

Visitor Center and site to remain open during construction. Mansion and immediate area surrounding will be closed during construction

AVAILABILITY OF TEMPORARY UTILITIES FOR

STAGING (electric, phone, etc.)

LOGISTICS- TRAFFIC CONTROL/ IMPACTS TO

PARK AND VISITOR OPERATIONS

Requirements indicated on site plan.

Electric and Water only.

Main access road limited by bridge weight limit and turning radius.

Minimal impact to visitor access to site.

Visitor Center and site to remain open during construction. Mansion and immediate area surrounding will be closed during construction

STAGING AREAS IDENTIFIED ON SITE PLAN

(Coordinated with Park)

STAGING AND MOBILIZATION

Draft Statement of Structural Tests and Special Inspections is included in the Appendix.

Requirements indicated on site plan.

Statement of Structural Tests and Special Inspections is included in the Appendix.

Requirements indicated on site plan.

8 Requirements indicated on site plan.

ADEQUATE SPACE FOR STAGING (Prime, Subs, Material Storage)

DAB submission provided. DAB submission provided.

SITE ACCESS ISSUES/ LOAD LIMITS

BRIDGE/TUNNEL HEIGHT RESTRICTIONS

Main access road limited by bridge weight limit and turning radius.

ALL APPROVALS COMPLETE (Director's, DAB, Congressional Funding issues, estimate within available funds?)

SPECIAL INSPECTIONS

2 of 7 FORM CC 041409

Indiana limestone only available as sole source.

Requirements indicated on site plan.

Indiana limestone only available as sole source.

Stone samples, selection, and procurement. Storm window fabrication.

Cast iron replacement parts fabrication.

Reproduction light fixtures. Wheelchair lift.

Stone samples, selection, and procurement. Storm window fabrication.

Cast iron replacement parts fabrication.

Reproduction light fixtures. Wheelchair lift.

PRELIMINARY SITE INVESTIGATION COMPLETE

EXISTING CONDITIONS VERIFIED AND INCLUDED

Requirements indicated on site plan.

MATERIAL SUBMITTALS ON THE CRITICAL PATH

Stone samples, selection, and procurement. Storm window fabrication.

Cast iron replacement parts fabrication.

Reproduction light fixtures.

Survey completed and included with documents.

LONG LEAD ITEMS/ MATERIAL AND

EQUIPMENTAVAILABILITY/SPECIAL DELIVERY

REQUIREMENTS

IDENTIFY SOLE SOURCE OR GOVERNMENT

FURNISHED MATERIALS OR EQUIPMENT

Yes.

Requirements indicated on site plan.

Stone samples, selection, and procurement. Storm window fabrication.

Cast iron replacement parts fabrication.

Reproduction light fixtures.

CONSTRUCTION LIMITS ADEQUATELY SHOWN

AND DEFINED (needed for both access and construction)

SUBMITTALS

Survey completed and included with documents.

Yes.

SITE LAYOUT / RESOURCE PROTECTION

TYPE OF RESOURCE PROTECTION REQUIRED /

SPECIFIED AND ADEQUATELY SHOWN

ACCURATE SURVEY DATA ON PLANS (BMs, TBMs, TOPO)

Requirements indicated on site plan.

3 of 7 FORM CC 041409

Requirements will be outlined in the specifications.

N/A

N/A

Survey completed and included with documents.

N/A

NOISE / DUST / SAFETY CONCERNS

ANY CONSTRAINTS ON MEANS AND METHODS

(blasting vs mechanical, etc.)

DEMOLITION

N/A

N/A

N/A

Requirements will be outlined in the specifications.

IDENTIFY TEMPORARY SYSTEMS REQUIRED

(Coordinate for Park / Public needs)

SALVAGEABLE ITEMS / PARK/ RECYCLE

Work area should be fenced off to exclude the public.

Work area should be fenced off to exclude the public.

ANY SPECIAL SIGNAGE REQUIREMENTS

MAJOR SAFETY CONCERNS

ALL EXISTING UTILITIES LOCATED ACCURATELY

SHOWN

Survey completed and included with documents.

4 of 7 FORM CC 041409

Preliminary hazardous material testing of widows indicates none present.

Preliminary hazardous material testing of widows indicates none present.

Monitoring of excavations by NPS archeologist is recommended.

N/A

Normal working hours.

Normal weather restrictions for masonry and painting work will be outlined in the specifications.

N/A

Schedule for window work dependent upon park staff to prepare and protect interior spaces at window locations.

N/A

Monitoring of excavations by NPS archeologist is recommended.

HAZARDOUS MATERIAL CONSIDERATIONS DEMO

METHODS AND DISPOSAL STATE AND LOCAL

REQUIREMENTS

ARCHEOLOGICAL POTENTIAL MONITORING

REQUIREMENTS (Arch / Native American, shown on plans/division 01 spec language)

WELL DEFINED SCOPE OF WORK FOR LOCAL

UTILITY COMPANIES AND THE CONSTRUCTION

CONTRACTOR

WEATHER CONSIDERATIONS, CONSTRUCTION

SEASON, OPTIMUM TIME TO ADVERTISE,

RECOMMENDED CONTRACT LENGTH

N/A

Normal working hours.

REMOTE SITES/ AVAILABILITY: MATERIAL,

EQUIPMENT, LABOR

CONSTRUCTION

Normal weather restrictions for masonry and painting work will be outlined in the specifications.

Schedule for window work dependent upon park staff to prepare and protect interior spaces at window locations.

SITE ACCESS RESTRICTIONS CONSTRUCTION

OPERATIONS

PARK / CONCESSION IMPOSED RESTRICTIONS

INCLUDED IN PKG. IMPACTS ON SCHEDULE &

COST

5 of 7 FORM CC 041409

Recommend training maintenance and curatorial staff on regular exterior masonry cleaning, procedures for operating doors and windows, cleaning drainage structures.

Requirements will be outlined in the specifications.

PMIS 152373 is in progress.

Value engineering is not recommended for this project. Recommend completing interior scope in future project.

Requirements are outlined in the specifications.

None.

Schedule for window work affecting interior spaces to be coordinated with park staff.

Requirements are outlined in the specifications. The restoration work requires highly specialized craftsmen. A/E strongly recommends a two stage procurement process to ensure selection of a qualified contractor.

None.

PMIS 152373 is in progress.

Value engineering is not recommended for this project.

Recommend training maintenance and curatorial staff on regular exterior masonry cleaning, procedures for operating doors and windows, cleaning drainage structures.

SPECIALIZED - MATERIALS/INSTALLATION

METHODS CERTIFICATIONS/TRAINING

REQUIREMENTS

34 GENERAL DISRUPTION: UTILITY CONNECTIONS,

DOWN TIMES

TRAINING REQUIREMENTS, CERTIFICATIONS

SPECIFIED

Schedule for window work affecting interior spaces to be coordinated with park staff.

Requirements will be outlined in the specifications. The restoration work requires highly specialized craftsmen. A/E strongly recommends a two stage procurement process to ensure selection of a qualified contractor.

PROJECT CLOSEOUT

ADJACENT CONCURRENT CONTRACTS

COORDINATION / OVERLAPS ON CONCURRENT

OR FUTURE CONTRACTS

VALUE ENGINEERING POTENTIAL

O&M REQUIREMENTS COVERED

SPECIFIC PHASING REQUIREMENTS35

6 of 7 FORM CC 041409

Recommend training maintenance and curatorial staff on regular exterior masonry cleaning, procedures for operating doors and windows, cleaning drainage structures.

Clean masonry of entire building with medium pressure hot water every five years to remove light biological growth. Drainage structures to be clean out annually. All windows and doors require ongoing monitoring and annual cleaning and touch up painting.

Recommend training maintenance and curatorial staff on regular exterior masonry cleaning, procedures for operating doors and windows, cleaning drainage structures.

Clean masonry of entire building with medium pressure hot water every five years to remove light biological growth.

Drainage structures to be clean out annually. All windows and doors require ongoing monitoring and annual cleaning and touch up painting.

POST CONSTRUCTION REQUIREMENTS

LONG TERM MAINTENANCE NEEDS

7 of 7 FORM CC 041409

Fund Source: Gross Project Construction Cost:

Predesign Begin Date:

FY of Const. Funding

Park:

State: Region:

Type of Building

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

SS Prereq 1 Construction Activity Pollution Prevention

NA N/A NA N/A NA N/A

SS Credit 1 Site Selection NA 0 NA 0 NA 0

SS Credit 2 Development Density & Community Connectivity

N 0 N 0 N 0

SS Credit 3 Brownfield Redevelopment N 0 N 0 N 0

SS Credit 4.1 Alternative Transportation, Public Transportation Access

N 0 N 0 N 0

SS Credit 4.2 Alternative Transportation, Bicycle Storage & Changing Rooms

N 0 N 0 N 0

SS Credit 4.3 Alternative Transportation, Low-Emitting & Fuel-Efficient Vehicles

N 0 N 0 N 0

SS Credit 4.4 Alternative Transportation, Parking Capacity

N 0 N 0 N 0

SS Credit 5.1 Site Development, Protect or Restore Habitat

N 0 N 0 N 0

SS Credit 5.2 Site Development, Maximize Open Space

N 0 N 0 N 0

SS Credit 6.1 Stormwater Design, Quantity Control (See EISA Section 438)

Y 1

A SMALL AMOUNT OF

RAINWATER WILL BE

COLLECTED BY NEW

FOUNDATION DRAINS AND

DIVERTED TO EXISTING

DRYWELLS AROUND SITE.

Y 1

A SMALL AMOUNT OF

RAINWATER WILL BE

COLLECTED BY NEW

FOUNDATION DRAINS AND

DIVERTED TO EXISTING

DRYWELLS AROUND SITE.

Y 1

A SMALL AMOUNT OF

RAINWATER WILL BE

COLLECTED BY NEW

FOUNDATION DRAINS AND

DIVERTED TO EXISTING

DRYWELLS AROUND SITE.

SS Credit 6.2 Stormwater Design, Quality Control (See EISA Section 438)

Y 1

A SMALL AMOUNT OF

RAINWATER WILL BE

COLLECTED BY NEW

FOUNDATION DRAINS AND

DIVERTED TO EXISTING

DRYWELLS AROUND SITE.

Y 1

A SMALL AMOUNT OF

RAINWATER WILL BE

COLLECTED BY NEW

FOUNDATION DRAINS AND

DIVERTED TO EXISTING

DRYWELLS AROUND SITE.

Y 1

A SMALL AMOUNT OF

RAINWATER WILL BE

COLLECTED BY NEW

FOUNDATION DRAINS AND

DIVERTED TO EXISTING

DRYWELLS AROUND SITE.

Project Type Building Renovation

Description:

Park/PMIS: VAMA / 161264 2018

Not Certified/Missing Prereq.

Exterior Restoration 2015

Please Input CRV in block to the right for the building(s) in this project

Indicate CRV Above

Missed Prereq. Missed Prereq.

Gross Non Building (i.e. Site) Cost:

Indicate CRV Above Indicate CRV Above

If Renovation, Exist. Bldg. CRV

Sustainability Features

PMIS Submission Predesign Schematic Design Design Development

John G. Waite Associates, Architects VAMA

Missed Prereq.

Not Certified/Missing Prereq.

Gross Building Construction Cost:

Missed Prereq. Missed Prereq. Missed Prereq.

LEED Certification Level Not Certified/Missing Prereq. Not Certified/Missing Prereq. Not Certified/Missing Prereq.

Construction

Indicate CRV Above% Federal Regulations Achieved

Sustainable Sites (SS) Maximum LEED NC 2009 Credits: 26

Construction Documents

Indicate CRV Above

Architect/Engineer Firm:

NortheastDate: August 2, 2016 NY Historic

NPS Project Sustainability Checklist Building and Non-Building Projects

(For New Construction or Renovation) LEED 2009 Edition

Project Title: Rehabilitate Vanderbilt Mansion Foundation and Support Walls Line Item

Not Certified/Missing Prereq.

Total LEED-NC Credits

45,000Building Size (Square Feet)

Indicate CRV Above

Form E 62 (8/2/13) 1

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Sustainability Features

PMIS Submission Predesign Schematic Design Design Development Construction Construction Documents

EISA 2007,

Section 438 Protect Hydrology Y N/A

A SMALL AMOUNT OF

RAINWATER WILL BE

COLLECTED BY NEW

FOUNDATION DRAINS AND

DIVERTED TO EXISTING

DRYWELLS AROUND SITE.

Y N/A

A SMALL AMOUNT OF

RAINWATER WILL BE

COLLECTED BY NEW

FOUNDATION DRAINS AND

DIVERTED TO EXISTING

DRYWELLS AROUND SITE.

Y N/A

A SMALL AMOUNT OF

RAINWATER WILL BE

COLLECTED BY NEW

FOUNDATION DRAINS AND

DIVERTED TO EXISTING

DRYWELLS AROUND SITE.

SS Credit 7.1 Heat Island Effect, Non-Roof N 0 N 0 N 0

SS Credit 7.2 Heat Island Effect, Roof N 0 N 0 N 0

SS Credit 8 Light Pollution Reduction N 0 N 0 N 0

2006 NPS Mgmt Policies (Para.

4.9) Soundscape Preservation NA N/A

THE NEW WHEELCHAIR

LIFT WILL PRODUCE

OCCAISIONAL NOISE WHEN

IN OPERATION, BUT WILL

BE OF SHORT DURATION.

NA N/A

THE NEW WHEELCHAIR

LIFT WILL PRODUCE

OCCAISIONAL NOISE WHEN

IN OPERATION, BUT WILL

BE OF SHORT DURATION.

NA N/A

THE NEW WHEELCHAIR

LIFT WILL PRODUCE

OCCAISIONAL NOISE WHEN

IN OPERATION, BUT WILL

BE OF SHORT DURATION.

2006 NPS Mgmt Policies (Para.

4.10) Dark Sky Preservation NA N/A

ALL LIGHTS ARE BENEATH

ROOFS AND DO NOT

CONTRIBUTE TO LIGHT

POLLUTION.

NA N/A

ALL LIGHTS ARE BENEATH

ROOFS AND DO NOT

CONTRIBUTE TO LIGHT

POLLUTION.

NA N/A

ALL LIGHTS ARE BENEATH

ROOFS AND DO NOT

CONTRIBUTE TO LIGHT

POLLUTION.

Missed Prereq.

Missed Prereq.

Missed Prereq.

Missed Prereq.

Missed Prereq.

Missed Prereq.

Y, N, N/A Points Concisely explain how credit/requirement is met at this milestone:

Y, N, N/A Points Concisely explain how credit/requirement is met at this milestone:

Y, N, N/A Points Concisely explain how credit/requirement is met at this milestone:

Y, N, N/A Points Concisely explain how credit/requirement is met at this milestone:

Y, N, N/A Points Concisely explain how credit/requirement is met at this milestone:

Y, N, N/A Points Concisely explain how credit/requirement is met at this milestone:

WE Prereq 1 Water Use Reduction, 20% Reduction (see Guiding Principle III ‐ Protect and Conserve Water)

NA N/A

NO NEW PLUMBING

FIXTURES ARE PROPOSED

IN THIS SCOPE OF WORK

NA N/A

NO NEW PLUMBING

FIXTURES ARE PROPOSED

IN THIS SCOPE OF WORK

NA N/A

NO NEW PLUMBING

FIXTURES ARE PROPOSED

IN THIS SCOPE OF WORK.

WE Credit 1

Water Efficient Landscaping, Reduce by 50% (see Guiding Principle III ‐ Protect and Conserve Water)

NA 0

LANDSCAPING

IS NOT MAINTAINED

WITH POTABLE

RESOURCES.

NA 0

LANDSCAPING

IS NOT MAINTAINED

WITH POTABLE

RESOURCES.

NA 0

EXISTING LANDSCAPING

IS NOT MAINTAINED WITH

POTABLE RESOURCES.

WE Credit 1 (cont'd)

Water Efficient Landscaping, No Potable Use or No Irrigation

Y 2

LANDSCAPING

DOES NOT REQUIRE

IRRIGATION

Y 2

LANDSCAPING

DOES NOT REQUIRE

IRRIGATION

Y 2

EXISTING LANDSCAPING

DOES NOT

REQUIRE IRRIGATION

WE Credit 2 Innovative Wastewater Technologies

N 0 N 0 N 0

NPS Policy Water Metering NA N/A

CHANGES TO EXISTING

WATER SERVICE ARE NOT

IN THE SCOPE OF THIS

PROJECT.

NA N/A

CHANGES TO EXISTING

WATER SERVICE ARE NOT

IN THE SCOPE OF THIS

PROJECT.

NA N/A

CHANGES TO EXISTING

WATER SERVICE ARE

NOTE IN THE SCOPE OF

THIS PROJECT.

EPACT 2005,

Section 109

Water Used for Energy Conservation

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

WE Credit 3 Water Use Reduction (30%, 35%, 40%)

N 0 N 0 N 0

Missed Prereq.

Missed Prereq.

Missed Prereq.

Missed Prereq.

Missed Prereq.

Missed Prereq.

Schematic Design Design Development

LEED-NC Subtotal

Energy & Atmosphere (EA) Maximum LEED NC 2009 Credits: 35

PMIS Submission Predesign Construction Documents Construction

LEED-NC Subtotal

Water Efficiency (WE) Maximum LEED NC 2009 Credits: 10

Sustainability Features

PMIS Submission Predesign Schematic Design Design Development Construction Documents Construction

Form E 62 (8/2/13) 2 credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Y, N, NA Points Concisely explain how credit/requirement is met at this milestone:

Sustainability Features

PMIS Submission Predesign Schematic Design Design Development Construction Construction Documents

Y, N, N/A Points Concisely explain how credit/requirement is met at this milestone:

Y, N, N/A Points Concisely explain how credit/requirement is met at this milestone:

Y, N, N/A Points Concisely explain how credit/requirement is met at this milestone:

Y, N, N/A Points Concisely explain how credit/requirement is met at this milestone:

Y, N, N/A Points Concisely explain how credit/requirement is met at this milestone:

Y, N, N/A Points Concisely explain how credit/requirement is met at this milestone:

EA Prereq 1

Fundamental Commissioning of the Building Energy Systems * (see Guiding Principle I ‐ Employ Integrated Design Principles)

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

EA Prereq 2 Minimum Energy Performance (see Guiding Principle II Optimize Energy Performance)

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

EA Prereq 3

Fundamental Refrigerant Management (see Guiding Principle V ‐ Reduce Environmental Impact of Materials)

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE CSOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE CSOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

EA Credit 1

Optimize Energy Performance:** (Federal Regulations require 30% for New Construction and 20% for Existing Building Renovation. Note that this automatically equates to 10 Points for New Construction and 7 Points for Existing Building Renovation.) (see Guiding Principle II ‐ Optimize Energy Performance)

NA 0

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA 0

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA 0

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

EISA 2007,

Section 433

Reduce Fossil Fuel Derived Energy

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

EO 13963

Procure Environmentally sustainable electronic products (Predominantly relates to purchases of desktop/laptop computer and peripherals)

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING SYSTEMS ARE

NOT IN THE SCOPE OF

THIS PROJECT.

CFR Title 10, Part 436.4

Procure Energy Star or FEMP designated products

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING SYSTEMS ARE

NOT IN THE SCOPE OF

THIS PROJECT.

EPACT 2005,

Section 104

Premium Efficiency Electric Motors

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

EISA 2007,

Section 523

On-Site Renewable Energy*** Solar Thermal for Hot Water (Choose NA if proven not life cycle cost effective)

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA N/A

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

EA Credit 2 On-Site Renewable Energy*** 1%-13% Renewable Energy

N 0…