leed version 3 project management tool

8/7/2019 LEED Version 3 Project Management Tool

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LEEDProjectInformationrequiredforLEEDRegistration

*ProjectName:

*Istheprojectconfidential?

*Howdidyouhearabout

LEED?

*ProjectAddress1:

ProjectAddress2:

*ProjectCity:

*ProjectState/US

Territory/CanadianProvince:

*ProjectZip/PostalCode:

*ProjectCountry:

Multi-UnitResidential

Single-FamilyResidential

CommercialOffice

SpecialNeedsHousing

Retail

Healthcare

Laboratory

Recreation

InterpretiveCenter

Hotel/Resort

Stadium/Arena

PublicOrder&Safety

Transportation

Daycare

K-12Education

HigherEducation

Restaura

nt

Library

Park(eg,Greenway)

Campus

Community

AnimalCare(eg,veterinary)

Industria

l(eg,Manufacturing)

Assembly(eg,conv.center)

Financial&Communication

MilitaryB

ase

Other

GeneralProjectInformation

ProjectOwnerInformation

*FirstName:

*LastName:

*OrganizationName:

*EmailAddress:

ProjectDetails

*OwnerType:

*CurrentProjectPhase:

*ProjectType(SelectALL

usesthatapply)

:

*ProjectScope:

*SiteConditions:

*OccupantType:

*OwnerOccupied:

*GrossSquareFootage:

*ProjectBudget:

John

Thomas

ABC

[email protected]

ProfitOrganization

Core&Shell

PreviouslyDeveloped

MixedOccupancy

No

121,800

15Mil

--SelectOne--

ABC

No

--S

elect

One--

Bldg897

545

Austin

Texas

USA


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Y ? ?? N Credit Requirements Action Items % Complete

Architect

Landscape

Architect

MEPDesigner

CivilEngineer

GeneralContractor

Client

Sustainability

Consultant

Remarks/Challenges

1

Credit EQ4.4 Low-Emitting Materials, Composite Wood &

Agrifiber Products

Composite wood and agrifiber products used on the

interior of the building (defined as inside of the

weatherproofing system) shall contain no added urea-formaldehyde resins. Laminating adhesives used to

fabricate on-site and shop-applied composite wood and

agrifiber assemblies shall contain no added urea-

Include in specs 1

Include in the design Entry way 6 feet long 1

Negative pressure 1

MERV-13 1 Complies

Credit EQ6.1 Controllability of Systems,

Lighting

Provide individual lighting controls for 90% (minimum) of

the building occupants to enable adjustments to suit

individual task needs and preferences. AND Provide

lighting system controllability for all shared multi-

occupant spaces to enable lighting adjustment that

meets group needs and preferences.

Not Applicable.

1Credit EQ6.2 Controllability of Systems,

Thermal Comfort

Tenant operated windows; manually operable vents.Discuss manually operable vents. 1 1 2 2

Affects indoor air quality; mech

systems, etc.

Credit EQ5 Indoor Chemical & Pollutant Source Control Minimize and control pollutant entry into buildings and

later cross-contamination of regularly occupied areas:

Permanent entr wa s stems at least six feet lon .

1


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Finishes Plaster Patching 1 LS 178,030.00 178,030 178,030 3.08% ABC

Interior Framing & Drywall 1 LS CDE

Tape, Float, Paint 1 LS 881,750.00 - - 881,750 881,750 15.27% BCA

Carpet 7,800 SY 21.00 163,800 163,800 2.84% BCA Flooring

VCT 12,400 SF 1.50 18,600 18,600 0.32% BCA Flooring

Ceramic Tile 9,000 SF 13.88 124,920 124,920 2.16% BCA Flooring

Cove Base 13,500 LF 1.50 20,250 20,250 0.35% BCA Flooring

Basement Ceramic Tile 5,500 SF 11.27 61,985 61,985 1.07% BCA Flooring

Stairwell Ceramic Tile 1 LS 75,654.00 75,654 75,654 1.31% BCA Flooring

Wallcovering (Estimate) 1 LS 15,456.00 15,456 15,456 0.27% ABC

Granite Tops (Estimate) 1 LS 54,666.00 54,666 54,666 0.95% ABC

Sounds Panels 1 LS 4,355.00 4,355 4,355 0.08% ABC

Acoustical Ceiling 1 LS 234,000.00 - - 234,000 234,000 4.05% BCA Drywall

Specialties Lockers 28 EA 249.34 6,982 6,982 0.12% AB

Toilet Partitions & accessories 1 LS 62,500.00 62,500 62,500 1.08% BCA Drywall

Furniture 1,000,000

Total Construction Cost -Div 2-10 5,360,251.53 6,775,363.23 5,775,363.23

Total Material Cost - 45% of the total construction cost 3,048,913.45

2.5% for MR calculations 76,222.84

5% for MR calculations 152,445.67




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Signature

Name

Name of Firm:

PROJECT NAME

LEED Submittal Form - (MR 4 & 5) - Recycled Content and Regional Materials

Please include the Material / Product Name. If the Product is composed of Multiple Materials, Please list them. Supporting documents

(Cut sheets, fact sheets, MSDS, etc) should be submitted to validate the information provided in the form.

As required by the project's specifications we provide the following certifications regarding our materials & products:

CSI

Div

Material / Material

Assembly Provided

Manufacturer's

Name

Distance b/w Project

& Manufacturer (mi)

Distance b/w Project &

Extraction/Harvest

(mi)

Material Value

($)

Post Consumer

Recyled Content

(%)

Pre Consumer

Recyled Content

(%)


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03200

032001

Signature

Name

Name of Firm:

PROJECT NAME

LEED Submittal Form - (MR 4 & 5) - Recycled Content and Regional Materials

Please include the Material / Product Name. If the Product is composed of Multiple Materials, Please list them. Supporting documents

(Cut sheets, fact sheets, MSDS, etc) should be submitted to validate the information provided in the form.

As required by the project's specifications we provide the following certifications regarding our materials & products:

CSI

Div

Material / Material

Assembly Provided

Manufacturer's

Name

Distance b/w Project

& Manufacturer (mi)

Distance b/w Project &

Extraction/Harvest

(mi)

Material Value

($)

Post Consumer

Recyled Content

(%)

Pre Consumer

Recyled Content

(%)

Cast in Place Concret ABC

100.00%

Cement 25 25

24 24

Fly Ash 25 25

Water 2 2

Sand

Total $100,000.00

250 250 $56,000.00 90.00%Reinforcing Steel ABC


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SAMPLE Imperviousness and Run-off Calculations

Baseline Case Imperviousness/ Pre-Construction

Surface Type Run off Coefficient Area (Acre) Area (SF) Impervious Area

(Acre) (Squarefeet)

Pavement, Asphalt 0.95 1.945 84722.255 80486.14225

Vegetation,Grass 0.25 0.535 23304.065 5826.01625

Total Site Area 108026.32

Total Impervious Area 86312.1585

Imperviousness 79.89919355

Proposed Case Imperviousness / Post Construction

Surface Type Run off Coefficient Area (Acre) Impervious Area

(Acre) (Squarefeet)

Pavement, Asphalt 0.95 1.195 52053.005 49450.35475

Vegetation,Grass 0.25 0.874 38070.566 9517.6415

Roof,Clay 0.95 0.411 17902.749 17007.61155





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1 Baseline Case Run-off Calculations

Surface Type Run off Coefficient Area Area Impervious Area Rainfall Rainfall Flow

(Acre) (Squarefeet) (inch/hr) (feet/sec) cfs

Pavement, Asphalt 0.95 1.945 84722.255 80486.14225 4.25 9.83757E-05 7.91788

Vegetation,Grass 0.25 0.535 23304.065 5826.01625 4.25 9.83757E-05 0.573138




1 Proposed Case Run-off calculations

Surface Type Run off Coefficient Area (Acre) Impervious Area Flow


Pavement, Asphalt 0.95 1.195 52053.005 49450.35475 4.25 9.83757E-05 4.864713Vegetation,Grass 0.25 0.874 38070.566 9517.6415 4.25 9.83757E-05 0.936305

Roof,Clay 0.95 0.411 17902.749 17007.61155 4.25 9.83757E-05 1.673136





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2 Baseline Case Run-off Calculations

Surface Type Run off Coefficient Area Area Impervious Area Rainfall Rainfall Flow(Acre) (Squarefeet) (inch/hr) (feet/sec) cfs






2 Proposed Case Run-off calculations

Surface Type Run off Coefficient Area (Acre) Impervious Area Flow




Roof,Clay 0.95 0.411 17902.749 17007.61155 4.25 9.83757E-05 1.673136Total Site Area 108026.32




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WE C2 Innovative Wastewater Technologies

Baseline Case Calulations

Building : 120 Occupants ( 50:50 Male :Female)

Urinal (Male) 2.00 1.00 60.00 120.00gal/day = 504.00

days/yr = 260.00

gal/year = 131,040.00

50% reduction = 65,520.00

WE C2 Innovative Wastewater Technologies

Actual Case Calulations


Urinal (Male) 2.00 0.50 60.00 60.00

gal/day = 367.20

days/yr = 260.00

gal/year = 95,472.00

% reduction compared to baseline #DIV/0!

Fixture Type Daily UsesFlowrate

(GPF)

# of

OccupantsSewerage Generation (gal)

Water Closet

(Female)3.00 1.60 60.00 288.00

Water Closet

(Male)1.00 1.60 60.00 96.00


(GPF)

# of


Water Closet

(Female)3.00 1.28 60.00 230.40

Water Closet

(Male) 1.00 1.28 60.00 76.80


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WE C3 Water-Use Reduction

Baseline Case Calulations


Urinal (Male) 2.00 1.00 60.00 120.00Kitchen Sink 1.00 2.50 120.00 75.00 15 sec

Shower 0.10 2.50 120.00 30.00

Lavatory 3.00 2.50 120.00 225.00 15sec

gal/day = 834.00

days/yr = 260.00

gal/year = 216,840.00

20% reduction = 173,472.0030% reduction = 151,788.00

40% reduction = 130,104.00

50% reduction 108,420.00

60% reduction 86,736.00

WE C3 Water-Use Reduction

Actual Case Calulations

Building: 120 Occupants ( 50:50 Male :Female)

Urinal (Male) 2.00 0.50 60.00 60.00Kitchen Sink 1.00 1.80 120.00 54.00 15 sec

Shower 0.10 1.50 120.00 18.00

Lavatory 3.00 0.50 120.00 45.00 15 sec

gal/day = 484.20


(GPF)

# of


Water Closet

(Female)3.00 1.60 60.00 288.00

Water Closet

(Male)1.00 1.60 60.00 96.00


(GPF)

# of


Water Closet

(Female)3.00 1.28 60.00 230.40

Water Closet

(Male)1.00 1.28 60.00 76.80


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Project Waste Mgmt - LEED Tracking

Metals Material Weight (lbs.) Tons

Concrete, Brick and CMU 7/29/2010 18-20 Forty yard roll offs * wil l get breakdown of each metal from final ticket.

One Cubic Foot Containers 7/28/2010 #1 Copper 26 0.013 TrashTally Date 1 CF Weights (field) 1 CF Weights #1 Copper Bare Bright 434 0.217 Truck Tare Weight 39440 lbs.

(lbs) (tons) 8/31/2010 Sims Metals Mngmt 195 Total Weight (lbs.) Net Weight (lbs.) Tons7/29/2010 139 0.0695 7/8/2010 73860 34420 17.21

121 0.0605 71420 31980 15.99

137 0.0685 70240 30800 15.4

123 0.0615 65780 26340 13.17

131 0.0655 68420 28980 14.49

100 0.05 7/10/2010 69360 29920 14.96

126 0.063 72860 33420 16.71

128 0.064 70180 30740 15.37

122 0.061 77680 38240 19.12

8/4/2010 124 0.062 Total 195.23 97780 58340 29.17

130 0.065 7/14/2010 74420 34980 17.49

Total 0.6905 78360 38920 19.4680220 40780 20.39

Two CM Front Loader Bucket Asbestos 81240 41800 20.9Assumed Void Space in Bucket (percent): 2 Friable Asbestos (Assumed Shredded) Density (tons/CY) 0.300991953 7/16/2010 66360 26920 13.46

Assumed Volume of Concrete in Each Bucket (CM): 1.96 68200 28760 14.38

Concrete Density (kg/CM) 2320 Date c.u. Yards Tons 77480 38040 19.02

Tons of Concrete per Bucket (tons) 5.00192 8/12/2010 20 6.02 68300 28860 14.43

Tally Date

2 CM Buckets Counts

(Front Loader)

Tons of Concrete per

Tally Date Total 6.02 63960 24520 12.26

(Count) (tons) 70740 31300 15.65

7/29/2010 173 865.33 85980 46540 23.27

184 920.35 84640 45200 22.6

136 680.26 85360 45920 22.96

8/4/2010 132 660.25 70640 31200 15.6

135 675.26 71740 32300 16.15

63 315.12 74600 35160 17.58

8 40.02 7/17/2010 68020 28580 14.29

Total 4156.59 76520 37080 18.54

73440 34000 17

Total Tons of Concrete, Brick and CMU 68180 28740 14.374157.28 75440 36000 18

70540 31100 15.55

75320 35880 17.94

79740 40300 20.15

7/20/2010 83200 43760 21.88

89600 50160 25.08

90840 51400 25.7

97740 58300 29.15

Total 694.84

leed version 3 project management tool

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