4Appendix_P15PS00036_VAMA_152373.pdf

VANDERBILT MANSION NATIONAL

HISTORIC SITE

HYDE PARK, NEW YORK

COMPLETE THE EXTERIOR RENOVATION OF THE

VANDERBILT MANSION NATIONAL HISTORIC SITE

VAMA

PMIS NO. 152373

APPENDIX

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

JULY 18, 2014

FINAL CONSTRUCTION DOCUMENTS SUBMISSION

VAMA - 152373 TOC-1

TABLE OF CONTENTS

APPENDIX

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

Contract Price Schedule- Blank ...................................................................................................................... B.

Contract Price Schedule- Complete ................................................................................................................ C.

Final Submittal List ........................................................................................................................................ D.

Closeout and Operation and Maintenance Requirements .............................................................................. E.

NPS Project Sustainability Checklist .............................................................................................................. F.

Updated Class A Construction Cost Estimate ................................................................................................ G.

Design Calculations ....................................................................................................................................... H.

Mortar Analysis Report .................................................................................................................................... I.

Exterior Cleaning Test Report ......................................................................................................................... J.

Asbestos Test Report. ...................................................................................................................................... K.

Radon Test Results Report .............................................................................................................................. L.

Petrographic Analysis Report ........................................................................................................................ M.

Responses to 100% Draft CD Comments ....................................................................................................... N.

PARK/PMIS Statement of Structural Tests and Special Inspections Page 1 of 11

Statement of Structural Tests and Special Inspections Denver Service Center

National Park Service

Park: Vanderbilt Mansion National Historic Park

PMIS: 152373

Project Name: Rehabilitate the Exterior of Historic Vanderbilt Mansion

Structural Engineering Firm: Robert Silman Associates

This Statement of Structural Tests and Special Inspections (STSI) is being submitted as required by Chapter 17 of the 2012 International Building Code (IBC-12). 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:

Edmund Meade

(Type or print name)

6/5/2014

Signature Date PE or SE Stamp

PARK/PMIS Statement of Structural Tests and Special Inspections Page 2 of 11

Seismic and Wind Requirements

Seismic Requirements, IBC-09 Section 1704.3

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

Vanderbilt Mansion is an existing unreinforced masonry building, with a lateral system classified as an ordinary plain masonry shear wall per ASCE 7. Per the 2012 International

Building Code, the scope of work is classified as repairs. Seismic evaluation or retrofit is not required. No seismic special inspections are required by code.

Wind Requirements, IBC-09 Section 1704.3

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

Vanderbilt Mansion is an existing unreinforced masonry building. Per the 2012 International

Building Code, the scope of work is classified as repairs. No new wind-force resisting system is being added. No wind special inspections are required by code.

PARK/PMIS Statement of Structural Tests and Special Inspections Page 3 of 11

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-12.

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 11

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 11

Other

PARK/PMIS Statement of Structural Tests and Special Inspections Page 6 of 11

Listing of Required Structural Tests and Special Inspections

R eq u ir ed

Structural Test or Special Inspection Required

Qualifications

C o n ti n u o u s

P er io d ic

F re q u en cy o f

P er io

T es t o r

In sp ec ti n

Steel Construction (ref: IBC-12 Section 1705.2, AISC 360-10 Chapter N, AISC 341-

10 Chapter J)

Prior to Welding (AISC 360-10 Table N5.4-1)

X 1. Welding procedure specifications (WPSs) available PE/SE X

X 2. Manufacturer certifications for welding consumables available

PE/SE X

X 3. Material identification (type/grade) PE/SE X

X 4. Welder identification system AWS-CWI X

5. Fit-up of groove welds (including joint geometry)

a. Joint preparation X

b. Dimensions (alignment, root opening, root face, bevel) X

c. Cleanliness (condition of steel surfaces) X

d. Tacking (tack weld quality and location) X

e. Backing type and fit (if applicable) X

6. Configuration and finish of access holes X

X 7. Fit-up of fillet welds AWS-CWI ALL WELDS

a. Dimensions (alignment, gaps at root) X

b. Cleanliness (condition of steel surfaces) X

c. Tacking (tack weld quality and location) X

X 8. Check welding equipment AWS-CWI X

During Welding (AISC 360-10 Table N5.4-2)

X 1. Use of qualified welders AWS-CWI X

X 2. Control and handling of welding consumables AWS-CWI

a. Packaging X

b. Exposure control X

X 3. No welding over cracked tack welds AWS-CWI X

X 4. Environmental conditions AWS-CWI

a. Wind speed within limits X

b. Precipitation and temperature X

X 5. WPS followed AWS-CWI

a. Settings on welding equipment X

b. Travel speed X

c. Selected welding materials X

d. Shielding gas type/flow rate X

PARK/PMIS Statement of Structural Tests and Special Inspections Page 7 of 11 u ir

Qualifications

C o n ti n u o u s

P er io q u

P er io t o r

In sp ec ti

e. Preheat applied X

f. Interpass temperature maintained (min. /max.) X

g. Proper position (F, V, H, OH) X

h. Intermix of filler metals avoided unless approved (ref:

AISC 341-10)

X

X 6. Welding techniques AWS-CWI ALL WELDS

a. Interpass and final cleaning X

b. Each pass within profile limitations X

c. Each pass meets quality requirements X

After Welding (AISC 360-10 Table N5.4-3)

X 1. Welds cleaned AWS-CWI X ALL WELDS

X 2. Size, length and location of welds AWS-CWI X ALL WELDS

X 3. Welds meet visual acceptance criteria AWS-CWI ALL WELDS

a. Crack prohibition X

b. Weld/base-metal fusion X

c. Crater cross section X

d. Weld profiles X

e. Weld size X

f. Undercut X

g. Porosity X

4. Arc strikes X

5. k-area X

6. Backing removed and weld tabs removed (if required) X

7. Repair activities X

8. Document acceptance or rejection of welded joint or member

X

9. Placement of reinforcing or contouring fillet welds (if required) (ref: AISC 341-10)

X

10. Backing removed, weld tabs removed and finished, and fillet welds added (if required) (ref: AISC 341-10)

X

Nondestructive Testing (AISC 360-10 Section N5.5)

1. Risk Category II Structures - Perform Ultrasonic Testing on 10% of CJP groove welds in butt, T- and corner joints subject to transversely applied tension loading, in materials 5/16 in. thick or greater.

X

2. Risk Category III or IV Structures - Perform Ultrasonic

Testing on all CJP groove welds subject to transversely applied tension loading in butt, T- and corner joints, in materials 5/16 in. thick or greater.

X

3. Access Holes – Perform Magnetic Particle Testing or

Liquid Penetrant Testing when the flange thickness exceeds 2 in. for rolled shapes, or when the web thickness

PARK/PMIS Statement of Structural Tests and Special Inspections Page 8 of 11 u ir

Qualifications

C o n ti n u o u s

P er io q u

P er io t o r

In sp ec ti exceeds 2 in. for built-up shapes.

4. Welded Joints Subject to Fatigue X

Nondestructive Testing (AISC 341-10 Section J6.2)

1. k-area X

2. CJP Groove weld X

3. Lamellar tearing X

4. Beam cope and access hole X

5. Reduced beam section repair X

6. Weld tab removal X

Prior to Bolting (AISC 360-10 Table N5.6-1)

These inspections are not required for snug-tight joints

1. Manufacturer’s certifications available for fastener materials

X

2. Fasteners marked in accordance with ASTM requirements X

3. Proper fasteners selected for the joint detail (grade, type, bolt length if threads are to be excluded from shear plane)

X

4. Proper fasteners selected for the joint detail (grade, type, bolt length if threads are to be excluded from shear plane)

X

5. Connecting elements, including the appropriate faying surface condition and hole preparation, if specified, meet applicable requirements

X

6. Pre-installation verification testing by installation personnel observed and documented for fastener assemblies and methods used

X

7. Proper storage provided for bolts, nuts, washers and other fastener components

During Bolting (AISC 360-10 Table N5.6-2)

These inspections are not required for snug-tight joints.

These inspections are not required for pretensioned joints and slip-critical joints, when the installer is using the turn-of-nut method with matchmarking techniques, the direct-tension-indicator method, or the twist-off-type tension control bolt method.

1. Fastener assemblies, of suitable condition, placed in all holes and washers (if required) are positioned as required

X

2. Joint brought to the snug-tight condition prior to the pretensioning operation

X

3. Fastener component not turned by the wrench prevented from rotating

X

4. Fasteners are pretensioned in accordance with the RCSC

Specification, progressing systematically from the most

PARK/PMIS Statement of Structural Tests and Special Inspections Page 9 of 11 u ir

Qualifications

C o n ti n u o u s

P er io q u

P er io t o r

In sp ec ti rigid point toward the free edges

After Bolting (AISC 360-10 Table N5.6-3)

X Document acceptance or rejection of bolted connections PE/SE X ALL BOLTS

Other Inspection Tasks (AISC 360-10 Section N5.7)

1. Verify compliance of fabricated steel with the details shown on the approved shop drawings.

X

2. Verify compliance of the erected steel frame with the details shown on the approved erection drawings, including braces, stiffeners, member locations and joint details.

X

3. Anchor rods and other embedments support structural steel

a. Verify the diameter, grade, type and length of the anchor rod or embedded item.

X

b. Verify the extent or depth of embedment into the concrete.

X

4. RBS requirements, if applicable (ref: AISC 341-10)

a. Contour and finish X

b. Dimensional tolerances X

5. Protected zone—no holes and unapproved attachments made by fabricator or erector, as applicable (ref: AISC

341-10)

X

6. H-piles - Protected zone—no holes and unapproved attachments made by the responsible contractor, as applicable (ref: AISC 341-10)

Steel Construction Other Than Structural Steel (IBC-12 Table 1705.2)

1. Material verification and cold-formed steel deck:

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

X

b. Manufacturer’s certified test reports. X

2. Inspection of welding:

a. Cold-formed steel deck:

1) Floor and roof deck welds. X

b. Reinforcing steel:

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

X

2) Reinforcing steel resisting flexural and axial forces in intermediate and special moment frames, and boundary elements of special structural walls of concrete and shear

PARK/PMIS Statement of Structural Tests and Special Inspections Page 10 of 11 u ir

Qualifications

C o n ti n u o u s

P er io q u

P er io t o r

In sp ec ti reinforcement.

3) Shear reinforcement. X

4) Other reinforcing steel. X

Inspection of Composite Structures Prior to Concrete Placement (AISC 341-10 Table J9-1)

1. Material identification of reinforcing steel (Type/Grade) X

2. Determination of carbon equivalent for reinforcing steel other than ASTM A706

X

3. Proper reinforcing steel size, spacing and orientation X

4. Reinforcing steel has not been rebent in the field X

5. Reinforcing steel has been tied and supported as required X

6. Required reinforcing steel clearances have been provided X

7. Composite member has required size X

Inspection of Composite Structures During Concrete Placement (AISC 341-10 Table J9-2)

1. Concrete: Material identification (mix design, compressive strength, maximum large aggregate size, maximum slump)

X

2. Limits on water added at the truck or pump X

3. Proper placement techniques to limit segregation X

Inspection of Composite Structures After Concrete Placement (AISC 341-10 Table J9-3)

1. Achievement of minimum specified concrete compressive strength at specified age

Cold-formed Steel Trusses Spanning 60-feet or Greater (ref: IBC-12 Section 1705.2.2.2)

1. Verify temporary installation restraint/bracing installed in accordance with the approved shop drawings.

2. Verify permanent individual truss member restraint/bracing installed in accordance with the approved shop drawings.

Concrete Construction (ref: IBC-12 Table 1705.3) X 1. Inspection of reinforcing steel, including prestressing tendons, and placement.

ACI-CCSI

ICC-RCSI

X

EACH POUR

2. Inspection of reinforcing steel welding in accordance with

Steel Construction section above.

3. Inspection of anchors cast in concrete where allowable loads have been increased or where strength design is used.

4. Inspection of anchors post-installed in hardened concrete members.

X 5. Verify use of approved design mix. ACI-CCSI X EACH POUR

X 6. At the time fresh concrete is sampled to fabricate ACI-CCSI X

PARK/PMIS Statement of Structural Tests and Special Inspections Page 11 of 11 u ir

Qualifications

C o n ti n u o u s

P er io q u

P er io t o r

In sp ec ti specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

X 7. Inspection of concrete and shotcrete placement for proper application techniques.

ACI-CCSI

ICC-RCSI

X 8. Inspection for maintenance of specified curing temperature and techniques.

ACI-CCSI

ICC-RCSI

X

EACH POUR

9. Inspection of prestressed concrete:

a. Application of prestressing forces X

b. Grouting of bonded prestressing tendons in the seismic-force-resisting system.

10. Erection of precast structural members X

11. Verification of in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs.

X 12. Inspection formwork for shape, location and dimensions of the concrete member being formed.

ACI-CCSI X

EACH POUR

CONTRACT LINE

ITEM NUMBER

(CLIN)

CONTRACT LINE ITEM (CLI) TITLE QUANTITY

UNIT OF

MEASURE

UNIT PRICE

1 Exterior Rehabilitation 1 Lump Sum $0.00

2 OPTION A- Not Used - - -

OPTION B- Provide Complete Perimeter Drain.

1 Lump Sum $0.00

OPTION C- Restore Existing Window Frames and Storm Window Restoration.

1 Lump Sum $0.00

OPTION D- Provide New Wheelchair Lift, Stone Steps, and Ornamental Railings.

1 Lump Sum $0.00

OPTION E- Provide Complete Portico Stone Paving Replacement

1 Lump Sum $0.00

7 Stone Repointing 1 Linear Foot - 8 Brick Repointing 1 Square Foot - 9 Brick Masonry Replacement 1 Brick -

TOTAL PRICE FOR ALL OPTIONS (Contract Line Item Numbers 2 through 6) ------------------------------------

TOTAL PROPOSED PRICE - BASE PLUS ALL OPTIONS (Contract Line Item Numbers 1 through 6) -----------

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 minimu conforms to the solicitation documents with pricing for Base line items and all option line items. Failure to do so may render the unacceptable. On lump-sum line items, provide the total price only. For all unit-priced line items, provide the unit price and the 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 o the unit price governs. In case of error in summation, the total of the corrected amounts govern. Round totals and extended pri dollars. The Government reserves the right to award any or no options at or after the time of award. At the option of the Gover for exercise of options at the proposed prices shall extend 180 calendar days from the date of award. Pricing will be evaluated b determined to be the best value to the Government. Options may be exercised in any combination, order, or grouping deemed 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 savings to the Government. Such proposals shall clearly identity why the acceptance of the alternate proposal would be advant Government, see FAR Clause 52.215-1, Instructions to Offerors - Competitive Acquisition-Alternate II and DSC-36 Clause (Instruc Submission of Offers and Other Information) in Section L of the Solicitation.

PROJECT TITLE: Complete the Exterior Rehabilitation of the Vanderbilt Mansion National Historic Site

CONTRACT PRICE SCHEDULE

SOLICITATION NUMBER:

PARK - PMIS: VAMA- 152373

DEVELOPED AREA: Mansion Exterior

PARK - PMIS

CPS - 1

TOTAL PRICE

$0.00

$0.00

$0.00

$0.00

$0.00

$0.00

$0.00

$0.00 um, an offer that e proposal extended total f extended prices, ices to whole rnment, the period based on what is in the judgment of t will result in cost ageous to the ctions for

CPS - 2

CONTRACT LINE

ITEM NUMBER

(CLIN)

CONTRACT LINE ITEM (CLI) TITLE QUANTITY

UNIT OF

MEASURE

UNIT PRICE

1 Exterior Rehabilitation 1 Lump Sum $2,418,137.00

2 OPTION A- Not Used - - -

OPTION B- Provide Complete Perimeter Drain.

1 Lump Sum $149,021.00

OPTION C- Restore Existing Window Frames and Storm Window Restoration

1 Lump Sum $689,011.00

OPTION D- Provide New Wheelchair Lift, Stone Steps, and Ornamental Railings.

1 Lump Sum $125,017.00

OPTION E- Provide Complete Portico Stone Paving Replacement

1 Lump Sum $292,711.00

7 Stone Repointing 1 Linear Foot - 8 Brick Repointing 1 Square Foot - 9 Brick Masonry Replacement 1 Brick -

TOTAL PRICE FOR ALL OPTIONS (Contract Line Item Numbers 2 through 8) ------------------------------------

TOTAL PROPOSED PRICE - BASE PLUS ALL OPTIONS (Contract Line Item Numbers 1 through 8) -----------

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 minim conforms to the solicitation documents with pricing for Base line items and all option line items. Failure to do so may render th unacceptable. On lump-sum line items, provide the total price only. For all unit-priced line items, provide the unit price and the 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 o the unit price governs. In case of error in summation, the total of the corrected amounts govern. Round totals and extended pr dollars. The Government reserves the right to award any or no options at or after the time of award. At the option of the Gove for exercise of options at the proposed prices shall extend 180 calendar days from the date of award. Pricing will be evaluated determined to be the best value to the Government. Options may be exercised in any combination, order, or grouping deemed 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 tha savings to the Government. Such proposals shall clearly identity why the acceptance of the alternate proposal would be advant Government, see FAR Clause 52.215-1, Instructions to Offerors - Competitive Acquisition-Alternate II and DSC-36 Clause (Instru Submission of Offers and Other Information) in Section L of the Solicitation.

PROJECT TITLE: Complete the Exterior Rehabilitation of the Vanderbilt Mansion National Historic Site

CONTRACT PRICE SCHEDULE

SOLICITATION NUMBER:

PARK - PMIS: VAMA- 152373

DEVELOPED AREA: Mansion Exterior

CPS - 1

TOTAL PRICE

$2,418,137.00

$2,418,137.00

$149,021.00

$689,011.00

$125,017.00

$292,711.00

$1,255,760.00

$3,673,897.00 um, an offer that he proposal e extended total of extended prices, rices to whole rnment, the period based on what is d in the judgment of at will result in cost tageous to the uctions for

CPS - 2

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013100 1.3 Letter Designating Project Superintendent X

013100 1.3 Construction Schedule X

013100 1.3 Comprehensive Breakdown of Schedule of Values X

013100 1.3 Accident Prevention Plan X

013100 1.3 List of Subcontractors for Project X

013100 1.3 Statements Certifying Subcontractor Compliance with Labor Standard Clauses.

X

013100 1.3 Evidence of Liability Insurance Coverage and Workman's Comp for Contractor and Subcontractors

X

013100 1.3 Waste Management Plan X

013100 1.3 Quality Control Plan X

013100 1.3 Temporary Storm Water Pollution Prevention Plan X

013100 1.3 Indoor Air Quality Management Plan X

013100 1.3 Contractors Commissioning Plan X

013100 1.3 Historic Preservation Treatment Plan X

013100 1.3 Accessibility Inspection Report X

013233 1.2 Construction Images X

013513.22 1.3 Daily Archeological Construction Work Schedule X

015000 1.4 Temporary Facilities and Controls

Product Data X

Shop Drawings X

Delegated-Design Submittal X

017329 1.2 Cutting and Patching Plan X

017340 1.2 Land Surveyor or Professional Engineer Certificate X

017340 1.2 Landfill Receipt X

017340 1.2 Quanitity Survey 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

SUBMITTAL LIST

Spec.

Sec.

Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 152373, Complete the Exterior Rehabilitation

SUBMITTAL REQUIREMENTS

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SUBMITTAL LIST

Spec.

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Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 152373, Complete the Exterior Rehabilitation

SUBMITTAL REQUIREMENTS

033000 1.4 Cast-In-Place Concrete

Product Data X

Reinforcement Shop Drawings X

Formwork Shop Drawings X

Construction Joint Layout X

Contraction Joint Layout X

Samples X

Laboratory Test Reports X

Material Certificates X

Cold and Hot Weather Concreting Procedures X

Pozzolanic Material Certification X

Certified Recycled Steel Content X

Recycled Aggregate Laboratory Reports X

VOC Content MSDS and Cut Sheet 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

Mortar Analysis X

040140 1.5 Stone Masonry Restoration

Product Data X

Shop Drawings X

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SUBMITTAL LIST

Spec.

Sec.

Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 152373, Complete the Exterior Rehabilitation

SUBMITTAL REQUIREMENTS

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

040519 1.2 Post-Installed Adhesive, Grout and Mechanical Anchors

Shop Drawings X

Installer Qualifications and Procedures X

Change Calculations and Drawings X

Record Documents 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 1.6 Structural Steel

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SUBMITTAL LIST

Spec.

Sec.

Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 152373, Complete the Exterior Rehabilitation

SUBMITTAL REQUIREMENTS

Survey Certificates X

Reports X

055113 1.4 Metal Ramp and Railings

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 1.4 Bar Gratings

Product Data X

Shop Drawings X

055313 1.5 Mill Certificates X

Welding Certificates X

Paint Compatibility Certificates X

057300 1.6 Decorative Metal Railings

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 1.4 Miscellaneous Rough Carpentry

Product Data X

061053 1.5 Evaluation Reports X

062013 1.3 Exterior Finish Carpentry

Samples involving color, profiles and texture 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

IN

S T

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N

S

N O

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A

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N

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IN

G

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M fg

. D A

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IN

S T

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N

S P

R O

G R

A M

A

N

SUBMITTAL LIST

Spec.

Sec.

Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 152373, Complete the Exterior Rehabilitation

SUBMITTAL REQUIREMENTS

Qualification Data X

Restoration Program X

062013 1.4 Compliance Certificates X

Warranties X

071326 1.4 Waterproofing

Product Data X

Shop Drawings X

Samples X

071326 1.5 Qualification Data X

Field Quality-Control Reports X

Warranties X

076200 1.5 Sheet Metal Flashing and Trim

Product Data X

Shop Drawings X

Sheet Metal Flashing Samples X

Trim and Joint Samples X

Accessory Samples X

076200 1.6 Qualification Data X

Product Test Reports X

Warranties X

079200 1.4 Joint Sealants

Product Data X

Samples showing exposed colors X

Joint Sealant Schedule X

079200 1.5 Qualification Data X

Product Test Reports X

Field-Adhesion-Test Reports X

Warranties X

080150 1.4 Wood Window and Door Restoration

Restoration Proposal 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

IN

S T

R U

C T

IO

N

S

N O

T

IF

IC

A

T

IO

N

S H

O P

D R

A W

IN

G

S A

M P

L E

M fg

. D A

T A

IN

S T

R U

C T

IO

N

S P

R O

G R

A M

A

N

SUBMITTAL LIST

Spec.

Sec.

Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 152373, Complete the Exterior Rehabilitation

SUBMITTAL REQUIREMENTS

Replacement Member Samples X

Hardware Samples X

Weather Stripping Samples X

Replacement Glass Samples X

Sealant Samples X

Photographic Documentation X

080150 1.5 Qualification Data X

Maintenance Data X

Field Quality-Control Reports X

083113 1.3 Access Doors and Frames

Product Data X

Shop Drawings X

Samples X

085169 1.4 Metal Storm Windows

Product Data X

Shop Drawings X

Finish Samples X

Glazing Samples X

085169 1.5 Qualification Data X

Product Test Reports X

Field Quality-Control Reports X

Warranties X

087000 1.3 Hardware

Product Data X

Samples for New Hardware X

Hardware Schedule X

Conditions Survey for Restored Hardware X

087000 1.4 Qualification Data X

Maintenance Data X

Warranties X

089119 1.4 Fixed Louvers

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

IN

S T

R U

C T

IO

N

S

N O

T

IF

IC

A

T

IO

N

S H

O P

D R

A W

IN

G

S A

M P

L E

M fg

. D A

T A

IN

S T

R U

C T

IO

N

S P

R O

G R

A M

A

N

SUBMITTAL LIST

Spec.

Sec.

Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 152373, Complete the Exterior Rehabilitation

SUBMITTAL REQUIREMENTS

Product Data X

Shop Drawings X

Samples X

089119 1.5 Product Test Reports X

Windborne-debris-impact-resistance test reports 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

099113 1.4 Exterior 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

221113 1.4 Facility Water Distribution Piping

Product Data X

221113 1.5 Coordination Drawings X

Field Quality-Control Reports 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

IN

S T

R U

C T

IO

N

S

N O

T

IF

IC

A

T

IO

N

S H

O P

D R

A W

IN

G

S A

M P

L E

M fg

. D A

T A

IN

S T

R U

C T

IO

N

S P

R O

G R

A M

A

N

SUBMITTAL LIST

Spec.

Sec.

Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 152373, Complete the Exterior Rehabilitation

SUBMITTAL REQUIREMENTS

221113 1.6 Operation and Maintenance Data X

221413 1.4 Facility Storm Drainage Piping

Product Data X

Cleaning Program X

221413 1.5 Field Quality-Control Reports X

233313 1.3 Fire Dampers

Product Data X

260519 1.4 Low-Voltage Electrical Power Conductors, Cables and Conduits

Product Data X

260519 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

Restoration Program 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

R T

./L A

B T

E S

T

R E

P O

R T

/C A

L C

O

R P

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N

M fg

. D A

T A

IN

S T

R U

C T

IO

N

S

N O

T

IF

IC

A

T

IO

N

S H

O P

D R

A W

IN

G

S A

M P

L E

M fg

. D A

T A

IN

S T

R U

C T

IO

N

S P

R O

G R

A M

A

N

SUBMITTAL LIST

Spec.

Sec.

Par. No. Description

INFORMATIONAL ACTION

Vanderbilt Mansion National Historic Site, PMIS 152373, Complete the Exterior Rehabilitation

SUBMITTAL REQUIREMENTS

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

321400 1.4 Unit Paving

Product Data X

Sieve Analysis X

Unit Paver Samples X

Joint Material Samples X

321400 1.5 Adhesion and Compatibility Test Reports X

Material Certificates X

Product Test Reports 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

Samples X

Topic Specification

Section Requirement

Submittal Date

Completed Received by Park

017700 Final Project Record Drawings

144216 Vertical Wheelchair Lift

099113 5%, Not Less Than 1 Gal of Each Material & Color

265000 Extra Materials for Restored Fixtures as Indicated

014000 DSC-CQC Accesibility Inspection Report

017700 Pest Control Report

017700 Waste Disposal Report

071326 Waterproofing Leak-Detection Inspection Report

079200 Field Adhesion Test Report of Joint Sealants

085169 Metal Storm Window Inspection Report

144216 Insp. and Acceptance Cert. and Operation Permits

015719.11 Moisture Control Inspections and Reports

017419 Final Summary of Solid Waste Disposal and Diversion

040519 Record Documents for Installed Materials

071326 Waterproofing Warranty: 5 yr Mfr. & 5 yr Inst.

076200 Maint. Data for sheet metal flashing and trim

076200 Finish Warranty: 10 yr Mfr.

079200 Joint Sealant Warranty: 5 yr Mfr. & 2 yr Inst.

085169 Mtl. Strm. Wind. Wty: 10 yr Mfr. & 10 yr glazing

087000 Hardware Warranty: 3 yr Mfr.

144216 O&M Data for Vertical Wheelchair Lift

221113 O&M Data for Water Valves and Specialties

265000 Custom Fab. Light Fixture Warranty: 1 yr Fabricator

Reports

O&M Data Warranties Guarantees

Environmental Record

Documents

Extra Stock

CLOSEOUT AND OPERATION & MAINTENANCE REQUIREMENTS

Project Record Drawings

System Demonstration and Training

Tools Spare Parts Equipment

Keys and Keying Sch.

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 NA N/A

SS Credit 1 Site Selection NA NA 0

SS Credit 2 Development Density & Community Connectivity

N N 0

SS Credit 3 Brownfield Redevelopment N N 0

SS Credit 4.1 Alternative Transportation, Public Transportation Access

N N 0

SS Credit 4.2 Alternative Transportation, Bicycle Storage & Changing Rooms

N N 0

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

N N 0

SS Credit 4.4 Alternative Transportation, Parking Capacity

N N 0

SS Credit 5.1 Site Development, Protect or Restore Habitat

N N 0

SS Credit 5.2 Site Development, Maximize Open Space

N N 0

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

Y

A SMALL AMOUNT OF

RAINWATER WILL BE

DIVERTED TO NEW

DRYWELLS AROUND SITE.

Y 1

A SMALL AMOUNT OF

RAINWATER WILL BE

DIVERTED TO NEW

DRYWELLS AROUND SITE.

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

Y

A SMALL AMOUNT OF

RAINWATER WILL BE

DIVERTED TO NEW

DRYWELLS AROUND SITE.

Y 1

A SMALL AMOUNT OF

RAINWATER WILL BE

DIVERTED TO NEW

DRYWELLS AROUND SITE.

EISA 2007,

Section 438 Protect Hydrology Y

A SMALL AMOUNT OF

RAINWATER WILL BE

DIVERTED TO NEW

DRYWELLS AROUND SITE.

Y N/A

A SMALL AMOUNT OF

RAINWATER WILL BE

DIVERTED TO NEW

DRYWELLS AROUND SITE.

Project Type Building Renovation

Description:

Park/PMIS: VAMA/152373 2014

Not Certified/Missing Prereq.

EXTERIOR RESTORATION 2010

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

$0

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: July 14, 2014 NY Historic

NPS Project Sustainability Checklist Building and Non-Building Projects

(For New Construction or Renovation) LEED 2009 Edition

Project Title: REHABILITATE THE EXTERIOR OF HISTORIC VANDERBILT MANSION 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

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

SS Credit 7.2 Heat Island Effect, Roof N N 0

SS Credit 8 Light Pollution Reduction N N 0

2006 NPS Mgmt Policies (Para.

4.9) Soundscape Preservation NA

NO NOISE PRODUCING

EQUIPEMENT IS

PROPOSED IN THIS SCOPE

OF WORK.

NA N/A

THE NEW WHEELCHAIR

LIFT IN OPTION D WILL

PRODUCE OCcAISIONAL

NOISE WHEN IN

OPERATION, BUT WILL BE

OF SHORT DURATION.

2006 NPS Mgmt Policies (Para.

4.10) Dark Sky Preservation NA

EXISTING HISTORIC LIGHT

FIXTURES WILL BE

RESTORED AND HISTORIC

REPRODUCTIONS WILL BE

USED WHERE NEW

FIXTURES ARE NEEDED TO

MAINTAIN THE HISTORIC

APPEARANCE OF THE

MANSION. NO NEW

LIGHTING WILL BE

PROVIDED.

Y N/A

THE HISTORIC

REPRODUCTION FIXTURE

AT NORTH PORTICO

BASEMENT IS IN AN

ENCLOSED AREA. NEW

LED LIGHT AT H.C. LIFT IS

CUT- OFF ABOVE, SO ALL

LIGHT IS DIRECTED

DOWNWARD.

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

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 NA 0 G IS NOT MAINTAINED WITH POTABLE RESOURCES.

WE Credit 1 (cont'd)

Water Efficient Landscaping, No Potable Use or No Irrigation

Y 2 Y 2 DSCAPING DOES NOT REQUIRE IRRIGATION

WE Credit 2 Innovative Wastewater Technologies

N N 0

NPS Policy Water Metering NA

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.

EPACT 2005,

Section 109

Water Used for Energy Conservation

NA

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

Missed Prereq.

Missed Prereq.

Missed Prereq.

Missed Prereq.

Missed Prereq.

Missed Prereq.

LEED-NC Subtotal

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

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

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

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

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 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

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

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 13423, Sec.

2.(h)

Energy Efficient Electronic Products (Select EPEAT) (Predominantly relates to purchases of desktop/laptop computers and peripherals)

NA

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

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

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

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 N 0

EA Credit 3

Enhanced Commissioning (required for projects with building size > 5,000 sf) (see Guiding Principle I - Employ Integrated Design Principles)

NA

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA 0

CHANGES TO EXISTING

BUILDING SYSTEMS ARE

NOT IN THE SCOPE OF

THIS PROJECT.

Schematic Design Design Development

Sustainability Features

PMIS Submission Predesign Construction Documents Construction

Form E 62 (8/2/13) 3 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

EA Credit 4 Enhanced Refrigerant Management (see Guiding Principle V - Reduce Environmental Impact of Materials)

NA

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.

EA Credit 5

Measurement & Verification (see Guiding Principle II - Optimize Energy Performance)

NA

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA 0

CHANGES TO EXISTING

BUILDING UTILITIES ARE

NOT IN THE SCOPE OF

THIS PROJECT.

MOU Guiding Principles & EO

13423

Measurement & Verification (see Guiding Principle II - Optimize Energy Performance)

NA

CHANGES TO EXISTING

BUILDING HVAC SYSTEMS

ARE NOT IN THE SCOPE OF

THIS PROJECT.

NA 0

CHANGES TO EXISTING

BUILDING UTILITIES ARE

NOT IN THE SCOPE OF

THIS PROJECT.

EA Credit 6 Green Power N

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:

MR Prereq 1 Storage & Collection of Recyclables

Y N/A

RECYCLABLE STORAGE IS

AVAILABLE IN THE WOOD

STORAGE BINS UNDER

THE NORTH PORTICO.

Y N/A

RECYCLABLE STORAGE IS

AVAILABLE IN THE WOOD

STORAGE BINS UNDER

THE NORTH PORTICO.

MR Credit 1.1 Building Reuse, Maintain Existing Walls, Floors & Roof

Y 3

EXISTING BUILDING TO

REMAIN.

Y 3

EXISTING BUILDING TO

REMAIN.

MR Credit 1.2 Building Reuse, Maintain Interior Nonstructural Elements

Y 1

EXISTING BUILDING TO

REMAIN.

Y 1

EXISTING BUILDING TO

REMAIN.

MR Credit 2

Construction Waste Management, Divert 50% from Disposal (see Guiding Principle V - Reduce Environmental Impact of Materials)

Y 1

SALVAGED STONE AND

CONCRETE CAN BE USED

OFF SITE AS FILL.

REMOVED STEEL TO BE

RECYCLED.

Y 1

SALVAGED STONE AND

CONCRETE CAN BE USED

OFF SITE AS FILL.

REMOVED STEEL TO BE

RECYCLED.

MR Credit 2 (cont'd)

Construction Waste Management, Divert 75% from Disposal

Y 1

SALVAGED STONE AND

CONCRETE CAN BE USED

OFF SITE AS FILL.

REMOVED STEEL TO BE

RECYCLED.

Y 1

SALVAGED STONE AND

CONCRETE CAN BE USED

OFF SITE AS FILL.

REMOVED STEEL TO BE

RECYCLED.

MR Credit 3 Materials Reuse Y 1

LARGE PIECES OF

SALVAGED STONE CAN BE

REUSED TO FABRICATE

SMALLER DUTCHMEN.

Y 1

LARGE PIECES OF

SALVAGED STONE CAN BE

REUSED TO FABRICATE

SMALLER DUTCHMEN.

MR Credit 4

Recycled Content, 10% (post-consumer + ½ pre-consumer). Use EPA's CPG for designated products to use)

Y 1

STEEL USING MINIMUM

RECYCLED CONTENT WILL

BE SPECIFIED.

Y 1

STEEL USING MINIMUM

RECYCLED CONTENT WILL

BE SPECIFIED.

MR Credit 4 Recycled Content, 20% (post-consumer + ½ pre-consumer)

N N 0

Predesign Schematic Design Design Development Construction Documents

LEED-NC Subtotal

Materials & Resources (MR) Maximum LEED NC 2009 Credits: 14

Sustainability Features

PMIS Submission Construction

Form E 62 (8/2/13) 4 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

MR Credit 5 Regional Materials, Extracted, Processed & Manufactured Regionally

N Y 1

BLUESTONE AND SAND

FOR MORTAR REPOINTING

ARE LOCALLY AVAILABLE.

EO 13423, Sec.

2.(d)

Biopreferred Products NA

NO PRODUCTS WITH

BIOPREFERRED OPTIONS

ARE ANTICIPATED TO BE

SPECIFIED.

NA N/A

NO PRODUCTS WITH

BIOPREFERRED OPTIONS

ARE ANTICIPATED TO BE

SPECIFIED.

MR Credit 6 Rapidly Renewable Materials N N 0

MR Credit 7

Certified Wood (see Guiding Principle V - Reduce Environmental Impact of Materials) - Note: LEED requires FSC certification, but for compliance with federal requirements any of the following certifications are sufficient: Forest Stewardship…