other samples

Other Samples Andrew Hansen

Contents

Architecture

02 Fire Station Document Set_Revit14 Wall Sections / Assemblies_Revit16 Daylighting Analysis_Ecotect20 Computational Design_Grasshopper26 Drafting_AutoCAD28 Structural Detailing_AutoCAD

Construction Management

34 Sustainability Assessment_LEED v.340 Scheduling / Estimating_Primavera46 BIM Use Plan_Process Design48 MRW Facility_Design/Build

01

EXISTING BUILDING

www.autodesk.com/revit

Scale

Project number

Date

Drawn by

Checked by

ConsultantAddressAddressPhoneFaxe-mail





1" = 40'-0"

8/15

/201

2 8:

09:5

1 PM

A-000

COVER SHEET

0800

Fire StationT4_Graesser/Hansen

08 August 2012Author

Checker

A-302 WALL SECTIONSA-503 INTERIOR ELEVATIONSA-502 INTERIOR ELEVATIONSARCHITECTURALA-000 COVER SHEETA-101 LEVEL 1 FLOOR PLANA-102 LEVEL 2 FLOOR PLANA-103 ROOF PLANA-201 BUILDING ELEVATIONSA-202 BUILDING ELEVATIONSA-211 BUILDING SECTIONSA-212 BUILDING SECTIONSA-301 WALL SECTIONSA-311 EXTERIOR DETAILSA-401 ENLARGED PLANSA-411 VERTICAL CIRCULATIONA-501 INTERIOR ELEVATIONSA-511 INTERIOR DETAILS

A-601 SKYLIGHTA-602 CUSTOM HANDRAILA-603 TERRA COTTA RAINSCREENA-605 RENDERINGSA-604 ALUMINUM RAINSCREEN22

SHEET INDEXCONSULTANT LIST

No. Description Date

Perspective - NE corner

SITE PLAN - PROJECT NORTH

0' 20' 40' 80'

Perspective - Interior

Fire Station Document Set_Revit

02

UP

UP

2A-211

1A-211

2615 SF

APP BAY

161 SF

AES Ladder

96 SF

AES Engine

211 SF

DecontaminationRoom

333 SF

Station Office

484 SF

Lobby

106 SF

Restroom

166 SF

Restroom

215 SF

Bunk

211 SF

Office699 SF

Bunker Gear278 SF

Maintenance WorkArea

69 SF

Comp

117 SF

Hose

148 SF

EMS Storage

1 2 3 4 5 6

A

B

C

E

79 SF

DisasterSupply

98 SF

Janitor

D

112 SF

CommRoom

154 SF

Stor

3A-211

143

573' - 0"

EQ EQ57

3' - 0"

573' - 0"

EQ EQ EQEQ

1A-302

2A-301

3A-301

A-501

4

1

2

3


Scale

Project number

Date

Drawn by

Checked by






1/8" = 1'-0"

8/15

/201

2 8:

09:5

4 PM

A-101

LEVEL 1 FLOORPLAN

0800



Checker


LEVEL 1

0' 4' 8' 16'

03

DN

DN

REF. REF.

REF

.

REF.

2A-211

1A-211

1 2 3 4 5 6

A

B

C

E

D

93 SF

Double Bunk

83 SF

Janitor

93 SF

Double Bunk

109 SF

Laundry

93 SF

Double Bunk366 SF

Fitness

215 SF

Day Room

393 SF

Kitchen/Dining

573' - 0"

573' - 0"

573' - 0"

573' - 0"

573' - 0"

573' - 0"

573' - 0"

573' - 0"

109 SF

Single Bunk 108 SF

Single Bunk

109 SF

Single Bunk

68 SF

Single Bunk

68 SF

Single Bunk

68 SF

Single Bunk

55 SF

Lockers

54 SF

Lockers

55 SF

Lockers

53 SF

Lockers

53 SF

Lockers

53 SF

Lockers

78 SF

Toilet

76 SF

Toilet

78 SF

Toilet

179 SF

Storage

3A-211

573' - 0"

573' - 0"

11957

3' - 0"

653' - 4"

653' - 4"

613' - 0"

613' - 0"

3' - 9 3/8" 3' - 9"

1A-302

2A-301

3A-301

Open

EQ EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQ EQ

EQ EQ EQ EQ EQ EQ

A-502

EQEQ

EQEQ

EQEQ EQ

EQEQ

EQEQ

EQ

EQEQ

EQ

653' - 4"

EQ EQ

EQ EQ

2

3

4

A-5025

6

7

8

A-5031

2

4

3

A-503 5


Scale

Project number

Date

Drawn by

Checked by






1/8" = 1'-0"

8/15

/201

2 8:

09:5

6 PM

A-102

LEVEL 2 FLOORPLAN

0800



Checker


LEVEL 2

0' 4' 8' 16'

04

2A-211

1A-211

1 2 3 4 5 6

A

B

C

E

D

1" /

12"

1/4"

/ 12

"1/

4" /

12"

1/2" / 12"

3A-211

1/4" / 12"

1A-302

6A-601

8A-601

5A-601

7A-601

1A-601

2A-601

4A-601

3A-601

2A-301

3A-301

1/4"

/ 12

"1/

4" /

12"

1/2" / 12"1/2" / 12"

A-503

2


Scale

Project number

Date

Drawn by

Checked by






1/8" = 1'-0"

8/15

/201

2 8:

09:5

6 PM

A-103

ROOF PLAN

0800



Checker


ROOF

0' 4' 8' 16'

05

LEVEL 168' - 0"

LEVEL 284' - 0"

ROOF100' - 0"

123456

LEVEL 168' - 0"

LEVEL 284' - 0"

ROOF100' - 0"

ABCE D


Scale

Project number

Date

Drawn by

Checked by






1/8" = 1'-0"

8/15

/201

2 8:

10:0

3 PM

A-201

BUILDINGELEVATIONS

0800



Checker


NORTH ELEVATION

EAST ELEVATION

06

LEVEL 168' - 0"

LEVEL 284' - 0"

ROOF100' - 0"

1 2 3 4 5 6

LEVEL 168' - 0"

LEVEL 284' - 0"

ROOF100' - 0"

A B C ED


Scale

Project number

Date

Drawn by

Checked by






1/8" = 1'-0"

8/15

/201

2 8:

10:0

9 PM

A-202

BUILDINGELEVATIONS

0800



Checker


SOUTH ELEVATION

WEST ELEVATION

07

LEVEL 168' - 0"

2A-211

LEVEL 284' - 0"

ROOF100' - 0"

1 2 3 4 5 6

3A-211

5A-6012

A-601

2A-301

3A-301

LEVEL 168' - 0"

1A-211

LEVEL 284' - 0"

ROOF100' - 0"

ABCE D

LEVEL 168' - 0"

1A-211

LEVEL 284' - 0"

ROOF100' - 0"

A B C ED


Scale

Project number

Date

Drawn by

Checked by






1/8" = 1'-0"

8/15

/201

2 8:

10:1

1 PM

A-211

BUILDING SECTIONS

0800



Checker


SECTION 1

SECTION 2 SECTION 3

08

LEVEL 168' - 0"

LEVEL 284' - 0"

ROOF100' - 0"

A

A-3011

W22

W21

653' - 4"

W21

F10

R10

LEVEL 168' - 0"

LEVEL 284' - 0"

ROOF100' - 0"

A

A-3014

CW1

F11

HSS6X6X1/2

W22

LEVEL 284' - 0"

A

W21

F10

W22

EXTRUDED ALUMINUM CAP

2x14 MOUNTING PLATE

NBK MOUNTING CLIP@EACH PANEL CORNERTYP.NBK VERTICAL CARRIER TRACKALUMINUM40mm THK. NBK TERRACOTTA TILE

2x8 TOP PLATE

LEVEL 284' - 0"

A

5/8" GYPSUM WALL BOARD2" RIGID INSULATION2" AIR GAPBRICK, BROWN

NBK VERTICAL CARRIER TRACKALUMINUM

8" METAL STUD

40mm THK. NBK TERRACOTTA TILE

NBK MOUNTING CLIP@ EACH PANEL CORNERTYP.

W21

F10

W22

L6x4x1/2 STEEL ANGLE


Scale

Project number

Date

Drawn by

Checked by






As indicated

8/15

/201

2 8:

10:1

2 PM

A-301

WALL SECTIONS

0800


08 August 2012ANDREW HANSEN

Checker


Wall Section 2 Wall Section 3 Detail - Parapet

Detail - Stacked Wall

09


Scale

Project number

Date

Drawn by

Checked by






1/2" = 1'-0"

8/15

/201

2 8:

10:1

6 PM

A-501

INTERIORELEVATIONS

0800



Checker


OFFICE - WEST OFFICE - NORTH

OFFICE - EAST OFFICE - SOUTH

10

W22

CW1

W21

NBK Vertical Carrier Track@ max 10'-0" O.C.

NBK 40mm Thick Terra CottaRainscreen Panel


Scale

Project number

Date

Drawn by

Checked by






8/15

/201

2 8:

10:3

7 PM

A-603

TERRA COTTARAINSCREEN

0800


08 August 2012Andrew Hansen

Checker


Perspective - Terra Cotta Rainscreen

Axon - Terra Cotta Rainscreen

11

Aluminum PanelPowdercoat Painted

Aluminum Carrier Track


Scale

Project number

Date

Drawn by

Checked by






3" = 1'-0"

8/15

/201

2 8:

10:4

0 PM

A-604

ALUMINUMRAINSCREEN

0800


08 August 2012ANDREW HANSEN

Checker


Perspective - Aluminum Rainscreen

Detail - Aluminum Rainscreen Joint

12


Scale

Project number

Date

Drawn by

Checked by






12" = 1'-0"

8/15

/201

2 8:

10:4

2 PM

A-605

RENDERINGS

0800



Checker


Perspective - NE corner_3

Perspective - Stair

Perspective - Entry

LobbyKitchen

13

Level 10' - 0"

Level 212' - 0"

Roof @ Writing Den24' - 0"

1

1/4" 1'-0"

ALUMINUM PARAPET CAP

ALUMINUM SCUPPER

MOISTURE BARRIER

1/4" BITUMINE BASED SHEET

6" RIGID INSULATION

2x12 @ 24" OC5/8" GYPSUM BOARD

3/4" OAK FLOORING5/8" PLYWOODBATT INSULATION12" TJI @ 2'-0" OC

5/8" PLYWOOD

5/8" GYPSUM BOARDPAINTED WHITE3/4" PLYWOOD SHEATHING

2x6 STUDS @ 16" OCBATT INSULATION

3/4" PLYWOOD SHEATHING1x3 BATTENS @ 24" OC

1x6 REDWOOD CLADDING

13

10

2x14 FASCIA BOARD5/8" GYPSUM BOARD

8" CONCETE, CAST-IN-PLACE2" RIGID INSULATION

1" AIR GAP

STONE CLADDING

6" CONCRETE SLAB, CAST-IN-PLACE

3" SAND3" GRAVEL

MOISTURE BARRIER

Level 212' - 0"

Roof @ Writing Den24' - 0"

5/8" GYPSUM BOARDPAINTED WHITE

2x6 STUD @ 16" OC

5/8" GYPSUM BOARDPAINTED WHITE

Scale

Date

Drawn By

Checked By

Project Number

ConsultantAddressAddressAddressPhone





3/4" = 1'-0"

3/15

/201

3 3:

51:0

9 PM

A101

Wall Sections

Jones

Jones Residence

Bill ZimmermanAndrew Hansen

3/12/13007

3/4" = 1'-0"1 Exterior Wall Section

Window Schedule

CladdingDaylight

Area Description Glass TypeHeadHeight Lites High Lites Wide

Manufacturer Mark Model

NominalHeight

NominalWidth Sill Height Type Mark URL

WindowType

Aluminum-Marvin-Bronze

11 SF 3664 DBHG IG Low E IIwith Argon

8' - 1011/16"

1 1 MarvinWindowsand Doors

10 CUDH3028 5' - 4" 3' - 0" 3' - 6 5/16" 13 www.marvin.com

CladUltimateDoubleHung

Railing ScheduleAssembly

Code ManufacturerManufacturer Website Mark Model

ProductData

RailingHeight

TypeComments Type Mark URL

C2010400 Seco South, Inc. www.secosouth.com

10 Seco South- 36" -FB3-2000 -w/3/16"Cable andStudTerminations - FasciaMount

http://www.arcat.com/arcatcos/cos35/arc35411.html

3' - 0" 2000 Series 10 www.secosouth.com

3/4" = 1'-0"2 Interior Wall Section


3 Axonometric

Wall Sections / Assemblies_Revit

14

KOLSTRAND BLDGGraham Baba Architects

Revit Assembly Model_Andrew Hansen

KOLSTRAND BLDGGraham Baba Architects

Revit Assembly Model_Andrew Hansen

15

PERFORMANCE OF ORIGINAL DESIGN PAGE 5

DESCRIPTION

Solar AnalysisThe analysis of the modular classroom includes lighting performance and illuminance levels throughout the space as well as insolation and thermal analysis.

The goal of this analysis is to determin if the lighting levels are adequate for a learning environment.

Shadow RangesThe operating hours of the classroom typically occur during normal school hours. For the purposes of this shadow range study, the hours were limited from 9am to 5pm. The surrounding context did not come into consideration for this example due to the fact that a portable classroom could be placed anywhere on a given site.

One notable thing is that the north side of the building is shaded throughout the year giving students a comfortable place to enjoy the outside without direct sunlight.

Shadow Ranges

June

21

9am

-5pm

Dec

embe

r 21

9am

-5pm

Daylighting Analysis_Ecotect

16

PERFORMANCE OF RE-DESIGNED BUILDING PAGE 14

DESCRIPTION

Re-DesignFor the purposes of this analysis, I am choosing to focus on the lighting levels for the space as it would seem to have the greatest impact on the performance of the learning environment and was identified as a problem area from initial analysis results.

Re-Designed Building Strategy

17


DESCRIPTION

Re-DesignEach solution on its own is not sufficient. A combination of solutions to address specific condition yields a combined result that edges toward acceptability.


18


DESCRIPTION

Re-DesignWith all three systems combined, the lighting inside the space is controled in a manner that provides relatively even light across the space and addresses the needs of the classroom.


19

The initial sketch provides constraints and basic geometry for the pieces of the assembly. Each dimensional constraint can be controlled via a data table.

Computational Design_Grasshopper

20

“Connecting the Dots”

Deviating slightly from the tutorial, the option to right click and select “shortest list” was not available in the most recent release of Grasshopper.

The “shortest list” option had to be inserted as a separate component to achieve the desired effect. This eliminated any extraneous lines between non-matching points

21

Forming the tricordal truss

I added a truss width calculation to form the second top cord of the tricordal truss.

This same width value was related to the bottom chord “x” position by a value of .5, thereby always centering the bottom chord as the width changes.

22

A vertical shading device made out of sheet metal could provide varying degrees of shading by adjusting the depth, and angle at various points along its length.

This illustrates the basic parameters and assembly relationships.

23

Various plug-ins exist which facilitate interoperability between grasshopper and Revit. Namely, Chameleon and Hummingbird are the two that I explored for this exercise.

Chameloeon (Left) has curtain grid generation tools as well as the ability to import geometric data from the revit environment into grasshopper.

24

Chameleon also exploits the adaptive component functionality within Revit. The creation of a simple adaptive component is shown on to the left. Essentially, various surfaces or forms can be controlled and placed in the model using dynamicly adjustable control points at the vertices. As with any other family in Revit, parameters and constraints can be added to increase intelligence of the model and provide ease of fexibility in a controlled manner. For instance, an elevation offset point, hosted by an adaptive point had been assigned an instance parameter for “offset”, allowing this dimension to be controlled in the Revit project.

25

03

04 05

02

01

0908

07

06

1

FLOOR PLANSCALE 1/8"=1'-0"

N

ANDREW HANSENCONTSRUCTION TECHNOLOGIES IIUNLV - SPRING 2010PROFESSOR JAY BARRY

1. USE NOM. 4' CROSS TEE SPACED2'-0" O.C. ARMSTONG PRELUDE XL

2. INSTALL PER ASTM C636

3. FIELD VERIFY ALL CONDITIONSAND DIMENSIONS

SYMBOL LEGEND

WALL SCONCE

PENDANT LIGHT

TRACK LIGHT

CHANDELIER

RECESSEDFLUORESCENT LIGHT

RECESSED CAN LIGHT

FIRE SPRINKLER

NIGHT CLUB

NIGHT CLUB

4/22/2010

AS NOTED

REFLECTED CEILING PLANSCALE 1/8"=1'-0"

A1

A1 - BAR ELEVATIONSCALE 1/8"=1'-0"

A2 - LOUNGE ELEVATIONSCALE 1/8"=1'-0"

A2

DANCE FLOOR

LOUNGE

BAR

KITCHEN

LOCKERSBATH

MEN'S ROOM WOMEN'S ROOM

ENTRY

PATIO

DINING ROOM

DOOR AND FRAME SCHEDULEDOOR FRAME

NOTESMARK

SIZEMATL MATL

WD HGT THK

01 8'-0" 6'-8" 2" STEEL STEELDOUBLE HUNG DOOR

IN WRAP AROUNDMETAL FRAME

02 3'-0" 6'-8" 2" STEEL STEELSINGLE HUNG DOOR






05 3'--0" 6'-8" 2" STEEL STEELSINGLE HUNG DOOR










FLOORING SCHEDULEMARK MATL NOTES

PATIO CONCRETE CAST IN PLACE, BRUSHED FINISH

ENTRY NATURAL STONETILE

DAL-TILE HIGH-LOW SPLIT FACEURBAN BLUESTONE

DANCEFLOOR MAPLE LAID AT 112 DEG AND STAINED

FINISHED NATURAL

WOMEN'SROOM CERAMIC TILE DAL-TILE MOKA CROSS-CUT Si 32;

OFFSET SEAMS AS SHOWN

MEN'SROOM CERAMIC TILE DAL-TILE MOKA CROSS-CUT Si 32;

OFFSET SEAMS AS SHOWN

KITCHEN CERAMIC TILE DAL-TILE GOLD GLAM P264

BAR NATURAL STONETILE

DAL-TILE HIGH-LOW SPLIT FACEURBAN BLUESTONE

LOUNGE STEEL DAL-TILE LINEAR POLISHEDURBAN BLUESTONE

D1

D1 - ACOUSTICAL TILE CEILINGSCALE 3"=1'-0"

JAMB CONDITION

SILL CONDITION

D2 - FRAMELESS GLAZING DETAILSCALE 1 1/2"=1'-0"

30" S

ILL

CHERRY SHELVING, NATURAL

CHERRY CABINETRY WITHFROSTED GLASS INLAY

CHERRY CABINETRY BAR

1x4 CHERRY PANELINGWITH 1x4 CHERRY CAP

BAMBOO SCREEN

LEATHER BOOTH SEATING

2 E

Q R

@ 6

"

1 T @ 12"

1' T

OTA

L R

ISE

D3 - STAIR PROFILESCALE 1 1/2"=1'-0"

DAL-TILE LINEAR POLISHEDURBAN BLUESTONE

D3

D2

1/2" CHERRY CAP

SCALE: 1/8' = 1'-0"

1/2" 1"0 2"

13'

13'

Drafting_AutoCAD

26

14" CONCRETE FLOORR14 BATT INSULATION

2X6 WOOD STUD@16" O.C.

2" LAYER OF SAND

6-mil POLYETHELYNEMOISTURE BARRIER

WELDED WIRE FABRIC

1x LEDGERLET INTO STUDS

2x BLOCKING

ROOF JOISTS

4" LAYER OF GRAVEL

5" RIGID INSULATION

REINFORCED EPDM

OSB OR PLYWOODSHEATHING

ZINC COPINGSee Detail 1

EXTRUDED ZINCRAINSCREEN SYSTEM

See Detail 2

1/2" DRYWALL



2" LAYER OF SAND


WELDED WIRE FABRIC

4" LAYER OF GRAVEL


1/2" DRYWALL

WEEP HOLES @ 24" O.C.

FLASHING

BUILDING PAPERLAPS FLASHING

LIMESTONE VENEER

BUILDING PAPER

1" MIN CLEARAIR SPACE

ALUMN. FASCIA &VENTED SOFFIT

DRIP FLASHING

VENT BLOCK

CORUGATED METAL ORADJUSTABLE WIRE TIESFASTENED TO WALLSTUDS; SPACE NOMORETHAN 16" HORIZONALLYAND 24" VERTICALLY

ROOF FELTUNDERLAYMENT

LOCKED SEAMCOPPER ROOF

OSB ROOF DECKING

LAP SEALANTSPLICING CEMENT

MECH. FASTENERS @12" O.C. MUSTPENETRATE INTOROOF DECK



2" LAYER OF SAND


WELDED WIRE FABRIC

4" LAYER OF GRAVEL


1/2" DRYWALL

ALUMN. FASCIA &VENTED SOFFIT

VENT BLOCK

CONCRETESHINGLE TILES

PLYWOOD DECK35LB ROOFING FELT

4" CONCRETE FLOOR

BUILT-UP POST @ 10' O.C.W/ CONTINUOUS EDGE

MEMBERS

6" MIN

2" LAYER OF SAND


GRADE

WELDED WIRE FABRIC

4" LAYER OF GRAVEL

1x6 CEDAR ROOFDECKING

No.1 CEDAR SHINGLES30LB ASPHALTSATURATED FELT@ 18" WIDE UNDERLAYMENT

4x10 RAFTERW/ DECORATIVELYSHAPED END

1/4" THROUGHBOLTS AS SPEC'D

BY ENGINEER

FASCIA TRIM

ANCHOR GUTTER BAR

ANCHOR BOLTS@ 24" O.C.

EXTRUDED ALUMINUMCOPING SUPPORT

EXTRUDED ZINCPANELS

EXTRUDED ALUMINUMCARRIER TRACK

2x6 WOOD STUD

EXTERIOR SHEATHING

EXTRUDEDZINC PANEL

CARRIER TRACK

MOUNTING BRACKET

6" MIN

GRADE

6" MIN

GRADE

6" MIN

GRADE

20'-0"17'-0"

10'-0"

15'-0"13'-0"

20'-0"

20'-0"

10'-0"

20'-0"

20'-0"

13'-0"10'-0"

15'-0"

124

126

126

122

126

DR

AIN

AG

E

DR

AIN

AG

E

10'-6"

8'-5"

17'-6"

15'-3"

SCUPPERS

MOISTURE BARRIER

STUCCO FINISH

2

3

4

1

DETAIL 1 - PARAPET COPING DETAILSCALE 3"=1'-0"

DETAIL 2 - RAINSCREEN ATTACHMENT COND.SCALE 3"=1'-0"

WALLL SECTION 1SCALE 1/2"=1'-0"

WALL SECTION 2SCALE 1/2"=1'-0"



EAST ELEVATIONSCALE 3/32"=1'-0"

SOUTH ELEVATIONSCALE 3/32"=1'-0"

WEST ELEVATIONSCALE 3/32"=1'-0"

NORTH ELEVATIONSCALE 3/32"=1'-0"

ROOF PLANSCALE 3/32"=1'-0"

N

ANDREW HANSENCONTSRUCTION TECHNOLOGIES IUNLV - FALL 2009PROFESSOR JAY BARRY

1. THIS OPEN-AIR SEATING ANDGATHERING AREA IS COVERED BY APOST AND BEAM ROOF SYSTEMWITH CEDAR PLANKS AND SHINGLES

2. THE MAIN ENTRY FEATURES A HIPROOF WITH OVERLAPPINGCONCRETE SHINGLES.

3. THE MAJORITY OF THESTRUCTURE IS BUILT USING ASINGLE-PLY FLAT ROOF SYSTEM.THIS AREA IS ALSO CLAD WITH ANEXTRUDED ZINC RAINSCREENSYSTEM THAT UTILIZES CHANNELDRAINAGE TRACKS AND CARRIERTRACKS. THE SYSTEM ATTACHESDIRECTLY TO THE SUPPORTSTRUCTURE OF THE BUILDING ASSHOWN IN DETAIL 2.

4. THE HIGHLIGHT OF THERESTAURANT IS THE KITCHEN. THISCAN BE SEEN FROM BOTH THEINSIDE AND THE OUTSIDE. ITFEATURES A LOCKED SEAM COPPERROOF SYSTEM AND TIGHTLYSTACKED LIMESTONE VENEER ASCLADDING.

THE WALL RESTAURANT1234 RESTAURANT BLVDLAS VEGAS, NV 12345

THE WALL

11/24/2009

AS NOTED

27

Structural Detailing_AutoCAD

28

1

Team:Debra MarkertJosee GoldinWill Lippitt

Bradley AllenAndrew Hansen

UW BothellStudent Activities Center

Sustainability Assessment_LEED v.3

34

1. Located 225 feet upslope from the North Creek Wetland

2. Surrounded by other Campus Buildings

3. East-West Axis• Reduce Glare• Reduce Heating/Cooling• Optimize Daylighting• Passive Ventilation

Site Selection

2

LOCATIONUW Bothell / Cascadia Community College Campus

35

LEED 2009 for New Construction and Major Renovations UW Bothell Student Activities Center

Project Checklist 3/19/14

13 13 Possible Points: 26Y ? N Y ? N

Y Prereq 1 2 Credit 4 1 to 21 Credit 1 1 2 Credit 5 1 to 2

5 Credit 2 5 1 Credit 6 Rapidly Renewable Materials 11 Credit 3 Brownfield Redevelopment 1 1 Credit 7 1

6 Credit 4.1 61 Credit 4.2 1 7 8 Possible Points: 15

3 Credit 4.3 Alternative Transportation—Low-Emitting and Fuel-Efficient Vehicles 32 Credit 4.4 2 Y Prereq 1

1 Credit 5.1 Site Development—Protect or Restore Habitat 1 Y Prereq 2

1 Credit 5.2 Site Development—Maximize Open Space 1 1 Credit 1 11 Credit 6.1 Stormwater Design—Quantity Control 1 1 Credit 2 11 Credit 6.2 Stormwater Design—Quality Control 1 1 Credit 3.1 1

1 Credit 7.1 Heat Island Effect—Non-roof 1 1 Credit 3.2 11 Credit 7.2 1 1 Credit 4.1 1

1 Credit 8 Light Pollution Reduction 1 1 Credit 4.2 11 Credit 4.3 1

4 6 Possible Points: 10 1 Credit 4.4 11 Credit 5 1

Y Prereq 1 1 Credit 6.1 Controllability of Systems—Lighting 14 Credit 1 Water Efficient Landscaping 2 to 4 1 Credit 6.2 12 Credit 2 Innovative Wastewater Technologies 2 1 Credit 7.1 1

4 Credit 3 2 to 4 1 Credit 7.2 Thermal Comfort—Verification 11 Credit 8.1 1

12 23 Possible Points: 35 1 Credit 8.2 1

Y Prereq 1 1 5 Possible Points: 6Y Prereq 2

Y Prereq 3 1 Credit 1.1 110 9 Credit 1 1 to 19 1 Credit 1.2 1

7 Credit 2 1 to 7 1 Credit 1.3 12 Credit 3 2 1 Credit 1.4 1

2 Credit 4 2 1 Credit 1.5 13 Credit 5 3 1 Credit 2 12 Credit 6 2

2 2 Possible Points: 414 Possible Points: 14

1 Credit 1.1 1Y Prereq 1 1 Credit 1.2 1

3 Credit 1.1 1 to 3 1 Credit 1.3 11 Credit 1.2 Building Reuse—Maintain 50% of Interior Non-Structural Elements 1 1 Credit 1.4 12 Credit 2 1 to 22 Credit 3 1 to 2 39 71 Possible Points: 110

Regional Priority: SSc1 Site SelectionRegional Priority: EAc1 Optimize Energy PerformanceRegional Priority: Specific CreditRegional Priority: Specific Credit

Measurement and Verification

Innovation in Design: Exemplary Performance SSc4.1Innovation in Design: Specific TitleInnovation in Design: Specific TitleInnovation in Design: Specific TitleInnovation in Design: Specific Title

Materials Reuse

Storage and Collection of Recyclables

Materials and Resources

Fundamental Commissioning of Building Energy Systems

TotalConstruction Waste Management

Enhanced CommissioningOn-Site Renewable Energy

Enhanced Refrigerant Management

Construction IAQ Management Plan—Before Occupancy

Materials and Resources, Continued

Water Efficiency

Building Reuse—Maintain Existing Walls, Floors, and Roof

Alternative Transportation—Parking Capacity

Heat Island Effect—Roof

Recycled ContentRegional Materials

Certified Wood

Alternative Transportation—Bicycle Storage and Changing Rooms

Sustainable Sites

Alternative Transportation—Public Transportation Access

Site SelectionDevelopment Density and Community Connectivity

Construction Activity Pollution Prevention

Low-Emitting Materials—Adhesives and SealantsLow-Emitting Materials—Paints and Coatings

Optimize Energy Performance

Energy and Atmosphere

Water Use Reduction—20% Reduction

Low-Emitting Materials—Composite Wood and Agrifiber ProductsLow-Emitting Materials—Flooring Systems

Indoor Chemical and Pollutant Source Control

Thermal Comfort—DesignControllability of Systems—Thermal Comfort

Green Power

Water Use Reduction

Minimum Energy PerformanceFundamental Refrigerant Management

Daylight and Views—Views

LEED Accredited Professional

Daylight and Views—Daylight

Certified 40 to 49 points Silver 50 to 59 points Gold 60 to 79 points Platinum 80 to 110

Construction IAQ Management Plan—During Construction

Outdoor Air Delivery Monitoring

Indoor Environmental Quality

Minimum Indoor Air Quality PerformanceEnvironmental Tobacco Smoke (ETS) Control

Increased Ventilation

Regional Priority Credits

Innovation and Design Process

Sustainable Sites 13

WaterEfficiency 4

Energy & Atmosphere 12

Materials & Resources 0

Indoor Environmental Quality 7

Innovation in Design 1

Regional Priority 2

LEED Score

*13 points of the 110 total points possible are not attainable as New Construction.

12

PROJECT SUMMARY “AS-IS”UW Bothell Student Activities Center

Pts: 39/110

36

Keep Pipe Within 40’ Disturbance Boundary

WasteComposting Area

Educational Awareness

2

3

4

1

LEED GoldSustainable Sites• c5.1: Protect Habitat 1

WaterEfficiency• c2: Innov Wastewater Tech 2

Energy & Atmosphere• c3: Enhanced Commissioning 2• c5:Mesurement&Verification 3

Materials & Resources• c2: Waste Management 2• c4: Recycled Content 2• c5: Regional Materials 2• c6: Rapid Renewables 1• c7:CertifiedWood 1

Indoor Environmental Quality• c3.1: IAQ Plan, Construction 1• c3.2: IAQ Plan, Before Occ 1• c4.2: Low-Emitting Materials 1• c6.1: Control, Lighting 1• c7.1: Thermal, Design 1• c7.2:Thermal,Verification 1

Innovation in Design• c1: Educational Program 1• c1: Waste Mgmt Composte 1• c2: LEED AP 1

Regional Priority• Materials & Resources c7 1

15

LEED GOLDRecommendations

Pts: 65/110

37

Keep Pipe Within 40’ Disturbance Boundary

WasteComposting Area

Educational Awareness

2

3

4

1

LEED PlatinumSustainable Sites• c5.1: Protect Habitat 1• c6.1: Stormwater, Quantity 1• c6.2: Stormwater, Quality 1• c8: Light Pollution Reduction 1

WaterEfficiency• c1: Landscaping 2• c2: Innov Wastewater Tech 2

Energy & Atmosphere• c1: Optimize Energy Perf 9• c2: On-Site Renewables 7• c3: Enhanced Commissioning 2• c5:Mesurement&Verification 3

Materials & Resources• c2: Waste Management 2• c4: Recycled Content 2• c5: Regional Materials 2• c6: Rapid Renewables 1• c7:CertifiedWood 1

Indoor Environmental Quality• c1: Outdoor Air Delivery 1• c3.1: IAQ Plan, Construction 1• c3.2: IAQ Plan, Before Occ 1• c4.2: Low-Emitting Materials 1• c6.1: Control, Lighting 1• c7.1: Thermal, Design 1• c7.2:Thermal,Verification 1

Innovation in Design• c1: Exemplary Perf SSc5.1 1• c1: Exemplary Perf SSc6.2 1• c1: Educational Program 1• c1: Waste Mgmt Composte 1• c2: LEED AP 1

Regional Priority• Materials & Resources c7 1• Sustainable Sites c6.1 1

16

Pts: 90/110

LEED PLATINUMRecommendations

38

Certainly Educational and

Good Publicity

May Set an Unwanted Precededent for Future Buildings

QuestionalbleCost-to-Benefit

Allows Education and Good Publicity

Acceptable Standard for Future Buildings

GoodCost-to-BenefitRatioforFirst Costs and Lifecycle Costs

28

CONCLUSIONFinal Considerations

39

CS Bridge Project

Project Initiation

Management & Mobilization

Abutment #1

Piles

Footings

Walls

Abutment #2

Piles

Footings

Walls

Bridge Deck

Girders

Deck Slab

Guardrails

Project Completion

Completion & Commissioning

WBS Name A65 Hansen

CS D1

CS Bridge Project

Data Date: 16-Jun-08

Completion Date: 23-Sep-08

WBS

Scheduling / Estimating_Primavera

40

Activity ID Activity Name OriginalDuration

Budgeted Total Cost

15 22 29 06 13 20 27 03 10 17 24 31 07 14 21June July August September

2008

CS BCS Bridge Project 70d $556,550 $19,982 $12,212 $83,767 $96,556 $38,434 $34,354 $50,230 $29,198 $158,688 $19,767 $8,408 $4,954

ExExcavation, unclassified 4d $6,102 $3,051 $3,05190 Excavate footings #1 (unclassifi... 2d $3,051 $3,0511 Excavate footings #2 (unclassifi... 1d $3,051 $3,051

ExExcavation, structural 3d $5,876 $5,87692 Excavate footings #1 (structural) 1d $2,938 $2,9381 Excavate footings #2 (structural) 1d $2,938 $2,938

BaBackfill, compacted 12d $5,842 $2,921 $974 $1,9472 Backfill abutment #1 3d $2,921 $2,9213 Backfill abutment #2 3d $2,921 $974 $1,947

PiPiling, steel 22d $138,910 $10,361 $82,125 $46,42430 Order Deliver Piles 15d $01 Mobilize pile driving rig 2d $10,361 $10,3611 Drive piles footing #1 3d $64,094 $64,0941 Drive piles footing #2 3d $54,094 $18,031 $36,0631 Demobilize pile driving 1d $10,361 $10,361

CoConcrete, footings 21d $23,496 $1,642 $11,748 $10,10670 Fab & deliver footing rebar 7d $01 Forms & rebar footing #1 1d $1,642 $1,6421 Pour footing #1 1d $9,972 $9,9721 Strip footing #1 1d $134 $1341 Forms & rebar footing #2 (forms) 1d $1,642 $1,6422 Pour footing #2 1d $9,972 $9,9722 Strip footing #2 1d $134 $134

CoConcrete, abutments 43d $104,319 $6,570 $3,285 $9,136 $34,354 $28,117 $20,363 $2,49580 Pre-fabricate abutment forms 3d $9,855 $6,570 $3,2851 Forms & rebar abutment #1 (for... 2d $9,136 $9,1362 Pour abutment #1 2d $30,477 $30,4772 Strip and cure abutment #1 3d $3,877 $3,8772 Rub concrete abutment #1 3d $3,742 $3,7422 Forms & rebar abutment #2 (for... 2d $9,136 $9,1362 Pour abutment #2 2d $30,477 $15,239 $15,2392 Strip and cure abutment #2 3d $3,877 $3,8773 Rub concrete abutment #2 3d $3,742 $1,247 $2,4953 Milestone #1: Abutments backfi... 0d $0

CoConcrete, deck slab 10d $29,829 $9,085 $19,767 $9773 Deck forms and rebar (forms) 2d $9,085 $9,0853 Pour and cure deck 3d $17,043 $17,0433 Strip deck forms 3d $2,930 $1,953 $9773 Saw joints 1d $771 $771

ReReinforcing Steel 49d $95,960 $38,384 $19,192 $19,192 $19,19220 Prep/approve S/D foot rebar 5d $010 Prep/approve S/D abutment Rebar 10d $060 Fab/deliver abut/deck rebar 15d $01 Forms and rebar footing #1 (reb... 1d $19,192 $19,1921 Forms and rebar footing #2 (reb... 1d $19,192 $19,1921 Forms and rebar abutment #1 (r... 2d $19,192 $19,192

Labor Efforts Daily Usage A65 Hansen

CS D5

Start Date: 16-Jun-08


Activity ID Activity Name OriginalDuration

Budgeted Total Cost

15 22 29 06 13 20 27 03 10 17 24 31 07 14 21June July August September

2008

2 Forms and rebar abutment #2 (r... 2d $19,192 $19,1923 Deck forms and rebar (rebar) 2d $19,192 $19,192

StSteel, structural 45d $114,711 $114,71150 Prep/approve S/D girders 10d $02 Fab/deliver girders 25d $03 Set girders on bearing plates (b... 1d $114,711 $114,711

BeBearing plates 1d $7,861 $7,8613 Set girders on bearing plates (b... 1d $7,861 $7,861

GuGuardrail 3d $11,258 $11,2583 Guardrails 3d $11,258 $11,258

PaPainting 5d $12,386 $7,432 $4,9543 Paint 5d $12,386 $7,432 $4,954

NoNo A65 Bid Items 70d $00 Project Start [start milestone] 0d $040 Move in 3d $05 Project Management [level of ef... 70d $03 Clean up 3d $04 Final inspection 1d $04 Contingency 6d $04 Finish [finish milestone] 0d $0

Labor Efforts Daily Usage A65 Hansen

CS D5



41

2013A65CM450CS CS Bridge Project2013A65CM450CS.1 Project Initiatio

2013A65CM450CS.2 Abutment #1


2013A65CM450CS.4 Bridge Dec

2013A65CM450CS.5 Project Completio

0Project Start [start milestone]

500Project Management [level of effort]

40Move in

10Prep/approve S/D abutment Rebar

30Order Deliver Piles

20Prep/approve S/D foot rebar

90Excavate footings #1 (unclassified)

100Mobilize pile driving rig

80Pre-fabricate abutment forms

70Fab & deliver footing rebar

92Excavate footings #1 (structural)

110Drive piles footing #1

130Forms & rebar footing #1

132Forms and rebarfooting #1 (rebar)

150Pour footing #1

170Strip footing #1

180Forms & rebar abutment #1 (forms)

182Forms and rebarabutment #1 (rebar)

200Pour abutment #1

220Strip and cure abutment #1

280Backfill abutment#1

270Rub concrete abutment #1




160Demobilize pile driving

190Forms & rebar footing #2 (forms)


210Pour footing #2

230Strip footing #2



250Pour abutment #2




315Milestone #1: Abutments backfilled

50Prep/approve S/D girders

60Fab/deliver abut/deck rebar

260Fab/deliver girders

320Set girders on bearing plates (bearing plates)


330Deck forms and rebar (forms)

360Guardrails

332Deck forms and rebar (rebar)

340Pour and cure deck

350Strip deck forms

380Saw joints

370Paint

390Clean up

400Final inspection

410Contingency

420Finish [finish milestone]

Activity IDActivity Name

A65 Hansen

CS D2

CS Bridge Project


Project Completion: 23-Sep-08

Activity Network by WBS

42

2013A65CM450CS CS Bridge Project2013A65CM450CS.1 Project Initiatio



2013A65CM450CS.4 Bridge Dec

2013A65CM450CS.5 Project Completio

0Project Start [start milestone]

500Project Management [level of effort]

40Move in

10Prep/approve S/D abutment Rebar

30Order Deliver Piles

20Prep/approve S/D foot rebar


100Mobilize pile driving rig

80Pre-fabricate abutment forms

70Fab & deliver footing rebar



130Forms & rebar footing #1


150Pour footing #1

170Strip footing #1



200Pour abutment #1







160Demobilize pile driving

190Forms & rebar footing #2 (forms)


210Pour footing #2

230Strip footing #2



250Pour abutment #2




315Milestone #1: Abutments backfilled

50Prep/approve S/D girders

60Fab/deliver abut/deck rebar

260Fab/deliver girders



330Deck forms and rebar (forms)

360Guardrails

332Deck forms and rebar (rebar)

340Pour and cure deck

350Strip deck forms

380Saw joints

370Paint

390Clean up

400Final inspection

410Contingency

420Finish [finish milestone]

Activity IDActivity Name

A65 Hansen

CS D2

CS Bridge Project


Project Completion: 23-Sep-08

Activity Network by WBS

43

-2 -1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 6Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun Mon Tue Wed Thr Fri Sat Sun n

Jun 15 Jun 22 Jun 29 Jul 06 Jul 13 Jul 20 Jul 27 Aug 03 Aug 10 Aug 17 Aug 24 Aug 31 Sep 07 Sep 14 Sep 21 Sep 28

Order Deliver Piles

Prep/approve S/D foot rebar

Prep/approve S/D abutment Rebar

Prep/approve S/D girders

Project Start [start milestone]

Move in

Project Management [level o

Excavate footings #1 (unclassified)

Mobilize pile driving rig

Pre-fabricate abutment forms

Excavate footings #1 (structural)

Fab & deliver footing rebar



Fab/deliver abut/deck rebar

Fab/deliver girders

Drive piles footing #1


Forms & rebar footing #1

Forms and rebar footing #1 (rebar)

Pour footing #1

Demobilize pile driving

Strip footing #1

Forms & rebar footing #2 (forms)


Pour footing #2

Strip footing #2

Forms & rebar abutment #1 (forms)

Forms and rebar abutment #1 (rebar)

Pour abutment #1

Strip and cure abutment #1

Backfill abutment #1

Rub concrete abutment #1



Pour abutment #2




Set girders on bearing plates (bearing plates)


Deck forms and rebar (forms)

Milestone #1: Abutments backfilled

Guardrails

Deck forms and rebar (rebar)

Pour and cure deck

Strip deck forms

Saw joints

Paint

Clean up

Final inspection

Contingency

Finish [finish milestone]



30.0h

60.0h

90.0h

120.0h

150.0h

500.0h

1000.0h

1500.0h

2000.0h

2500.0h

Remaining Level of EffortActual WorkRemaining WorkCritical Remaining WorkMilestone

A65 Hansen

CS D4

CS Bridge Project



Labor Efforts Daily Usage

44



Order Deliver Piles

Prep/approve S/D foot rebar

Prep/approve S/D abutment Rebar

Prep/approve S/D girders

Project Start [start milestone]

Move in

Project Management [level o


Mobilize pile driving rig

Pre-fabricate abutment forms


Fab & deliver footing rebar



Fab/deliver abut/deck rebar

Fab/deliver girders



Forms & rebar footing #1


Pour footing #1

Demobilize pile driving

Strip footing #1

Forms & rebar footing #2 (forms)


Pour footing #2

Strip footing #2



Pour abutment #1






Pour abutment #2






Deck forms and rebar (forms)

Milestone #1: Abutments backfilled

Guardrails

Deck forms and rebar (rebar)

Pour and cure deck

Strip deck forms

Saw joints

Paint

Clean up

Final inspection

Contingency

Finish [finish milestone]



30.0h

60.0h

90.0h

120.0h

150.0h

500.0h

1000.0h

1500.0h

2000.0h

2500.0h

Remaining Level of EffortActual WorkRemaining WorkCritical Remaining WorkMilestone

A65 Hansen

CS D4

CS Bridge Project



Labor Efforts Daily Usage

45

Level 1: BIM Execution Planning ProcessEcoMod Classroom

INFO

. EXC

HA

NG

EB

IM U

SES

Developed with the BIM Project Execution Planning Procedure by the Penn State CIC Research Team.http://www.engr/psu.edu/ae/cic/bimex

Owner

Planning

Design Authoring

Programming

Architect

Schematic Design

Design Authoring

Author Schematic Design

Architect

Schematic Design

Cost 3D Macro Coordination

Perform 3D Coordination

Contractor

Schematic Design

4D Modeling

Create 4D Model

Fabricator

Schematic Design

Construct-ability

Perform Fabrication Analysis

Architect

Schematic Design

Sustainability

Perform Sustainability Analysis

Contractor

Schematic Design

Maintenance

Perform Facilities Mgmt Analysis

Architect

Design Development

Design Authoring

Author Design Development

Architect

Design Development

Cost 3D Macro Coordination


Contractor

Design Development

4D Modeling

Create 4D Model

Fabricator

Design Development

Construct-ability


Architect

Design Development

Sustainability


Contractor

Design Development

Maintenance


Fabricator

Construction Documents

Cost Estimation


Fabricator


3D Macro Coordination

Create 4D Model

Architect


Virtual Prototyping


Architect


4D Modeling


Contractor


Engineering Analysis


Contractor

Operations

Record Model

Compile Record Model

Program Model Architectural Model

MEP Model

Structural Model

Civil Model

Schematic Design

Schematic Design Cost Estimation

Schematic Design 4D Model

Schematic Design 3D Macro Coordination

ModelSchematic Design Virtual Prototypes

Schematic Design Engineering Analysis

Model

Architectural Model

MEP Model

Structural Model

Civil Model

Design Development

Design Development Cost Estimation

Design Development 4D Model

Design Development3D Macro Coordination

Model

Design Development Virtual Prototypes

Design DevelopmentEngineering Analysis

Model

Architectural Model

MEP Model

Structural Model

Civil Model

Construction Documents (WP)

Construction Documents (WP)

3D Micro CoordinationModel

Record Model

End Process

Contractor

Schematic Design

Cost Estimation

Perform Cost Estimation

Contractor

Schematic Design

Cost Estimation


Fabricator


Cost Estimation


Architect


Design Authoring

Author Construction Documents

Fabricator


Design Authoring

Author Shop Drawings

Architectural Model

MEP Model

Structural Model

Civil Model

Shop Drawings

BIM Use Plan_Process Design

46

Scale

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Dependable Design& Construction, Inc.

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2013

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Interior Renderings

1

MRW FacilityThurston County

June 7, 2013Andrew Hansen

Checker


Scale

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Dependable Design& Construction, Inc.

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MRW Facility_Design/Build

48

Construction Estimate

Qty Craft Hours Unit Material Labor Equipment Total

SITE AMENITIES

Silt fence - Erosion Control 1,400.00 BL 91.00 LF 756.00 2,590.00 - $! 3,346.00

Equipment Mobilization 1.00 B7 - Ea - - - $! 15,000.00

3,500-gallon water tank 2.50 - - Ea - - 16,236.25 $! 16,236.25

Temporary structures 28' x 10' x 10' high (360 SF) 2.50 - - Mo - - - $! 1,282.43

Trailer-mounted M/F double toilet 12.00 - - Wk - - - $! 3,917.86

Electric generator rental 2.50 - - Ea - - 5,454.00 $! 5,454.00

Subtotal 91.00 756.00 2,590.00 21,690.25 $! 45,236.54

BUILDING

Footings 18" W x 24" D (0.117 CY per LF) 240.00 B4 101.00 LF 7,756.80 3,448.80 1,144.80 $! 12,350.40

Excavate gravel or loose sand (29 CY per hour) 240.00 TO 17.28 CY - 916.80 424.20 $! 1,341.00

Backfill trenches with D-3 crawler dozer 240.00 B8 19.20 CY - 657.60 426.62 $! 1,084.22

Trenching with a 1/2 CY utility backhoe 24" x 36" depth, .222 CY per LF (68 LF/Hr) 240.00 S1 28.08 LF - 1,281.60 374.40 $! 1,656.00

Foundation/Slab 3,200.00 B5 508.80 SF 29,152.00 17,408.00 - $! 46,560.00

Panelized 2” x 4” studs 16” OC 1/2" wallboard and 1/2" CDX plywood 1,850.00 - - SF 6,715.50 - - $! 6,715.50

2-1/2" steel interior wall framing, 16" OC, 1-1/4” flange 250S125-27 (22 gauge, .49 Lbs./ SF) 840.00 B1 68.04 SF 1,999.20 2,167.20 - $! 4,166.40

Concrete block wall assemblies 8" thick wall 840.00 M1 157.00 SF 5,384.40 7,039.20 - $! 12,423.60

Metal sheet Siding 1,890.00 R1 166.30 SF 7,560.00 5,670.00 - $! 13,230.00

Steel Roof 3,200.00 R1 281.60 SF 12,800.00 9,600.00 - $! 22,400.00

Steel Structural Framing 360.00 B1 92.52 LF 5,734.80 2,948.40 - $! 8,683.20

Overhead roll-up doors, Chain hoist operated 3.00 F7 98.70 Ea 19,400.40 4,695.00 860.52 $! 24,955.92

Prep concrete floor for Epoxy Coating 3,200.00 PA 147.20 SF 6,496.00 7,328.00 - $! 13,824.00

Polyurethane epoxy floor system 3,200.00 PA 185.60 SF 13,760.00 9,216.00 - $! 22,976.00

Subtotal 1,871.32 116,759.10 72,376.60 3,230.54 $! 192,366.24

HVAC / ELEC / PLUMB etc

Complete electrical systems for buildings 3,200.00 - - - - - $! 64,000.00

Fire alarm and detection systems 1.00 E4 3.89 2,387.20 184.20 - $! 2,571.40

Exposed fire protection sprinkler system 3,200.00 - - - - - $! 27,360.00

Ventilation System 1.00 P1 - - - - $! 50,000.00

Single story plumbing rough-in 1.00 P1 122.00 4,951.26 4,206.00 - $! 9,157.26

Interior finishing 1.00 P1 - - - - $! 12,000.00

Photovoltaic roofing panels, 85 watt 192.00 RR 50.30 20,369.28 1,992.96 - $! 22,362.24

Subtotal 176.19 27,707.74 6,383.16 0.00 $! 187,450.90

Totals 2,138.51 145,222.84 81,349.76 24,920.79 $! 425,053.68

CONSTRUCTION COST $! 425,053.68

WASHINGTON STATE SALES TAX $! 40,380.10

TOTAL CONSTRUCTION COST $! 465,433.78

Design/Build Estimate

Total

SITE AMENITIES

Subtotal $! 45,236.54

BUILDING

Subtotal $! 192,366.24

HVAC / ELEC / PLUMB etc

Subtotal $! 187,450.90

PROJECT PLANNING and DESIGN

Planning $! 70,000.00

Engineering and Design $! 110,000.00

Permitting $! 8,000.00

Subtotal $! 188,000.00

OTHER DIRECT and INDIRECT COSTS

Administrative $! 180,000.00

Insurance $! 80,000.00

Record Drawings, O&M Manuals and Training $! 15,000.00

Payment and Performance Bond $! 55,000.00

LEED-NC Documentation and Certification $! 40,000.00

Subtotal $! 370,000.00

COMMISSIONING AND ACCEPTANCE TESTING

Pre-Start-Up Inspection $! 8,000.00

Commissioning $! 6,000.00

Acceptance Testing $! 10,000.00

Subtotal $! 24,000.00

Totals $! 1,007,053.68

DESIGN-BUILD PRICE $! 1,007,053.68

WASHINGTON STATE SALES TAX $! 95,670.10

TOTAL DESIGN-BUILD PRICE $! 1,102,723.78

49

OFFICE

TOILET

LUNCHROOM

ELECTRICAL

MECHANICAL

LAB

H-2 OCCUPANCY

STOR STOR

23' - 8" 30' - 5" 6' - 2" 11' - 2" 9' - 3"

80' - 8"

9' - 10" 7' - 4" 39' - 2" 11' - 7" 5' - 11" 6' - 10"

13' -

7 3

1/32

"5'

- 4"

8' -

9"9'

- 11

"5'

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3/16

"5'

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14' -

10

3/16

"9'

- 10

"23

' - 4

31/

32"

48' -

2"

17' - 4" 9' - 9" 5' - 4" 6' - 11" 7' - 6" 17' - 5" 11' - 4" 5' - 1"

53' - 4" 27' - 4"

80' - 8"

10' -

0"

35' -

4 3

/16"

5' -

4"7'

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15/1

6"

40' -

8 3

/16"

7' -

5 15

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58' -

2 1

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2' -

8"14

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0"5'

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8' -

4 1/

2"8'

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0 3/

16"

10' -

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4' -

5"5'

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15' -

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5' - 1" 5' - 6" 9' - 2"

10' -

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OVERHEADSTORAGEOPEN TO BELOW

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Cover

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June 7, 2013Author

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1 Isometric


53

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A104

Elevations

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1 Elevation - North

2 Elevation - South



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A105

Elevations

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December 23June 27

4:00 PM

12:00 PM

7:23 PM

4:11 AM

12:00 PM

W

S

E

N

December 23June 27

4:00 PM

12:00 PM

4:12 PM

December 227:12 AM

12:00 PM

W

S

E

N

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A108

Solar Studies

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June 7, 2013Author

Checker1 Solar Study - Summer Solstice

2 Solar Study - Winter Solstice



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OFFICE

TOILET

LUNCHROOMELECTRICAL

MECHANICAL

LAB

H-2 OCCUPANCY

STORSTOR

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As indicated

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A109

SustainabilityMeasures

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June 7, 2013Author

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1/8" = 1'-0"1 Level 1 - Diagram

3/16" = 1'-0"2 Section - Diagram_Thermal Mass

3/16" = 1'-0"3 Section - Diagram_Passive Ventilation

Passive VentillationTaking advantage of the stackeffect, casing hot air to rise, theshed roof directs the heated airto the highest point of thebuilding, from which it isexhauseted through passivevents

Thermal MassDuring the summer months, the interior is mostly shaded. However,during the winter months, the low sun streams through the abundantsouth facing glazing and falls directly on the exposed concrete flooras well as the CMU wall within the middle of the strcture. These highmass elements absorb the heat from the sun, slowly releasing itthroughout the day to mediate the interior temperature fluctuation.

Tight ConstructionThe office area, where additional temperature control isdesireable, Structurally Insulated Panels (SIPS) providea "tight" envelope, minimizing air infiltration andunnecessary heat loss or gain. The temperature withinthis space will stay at a more optimal level with lessenergy input required.



57

702

• 510

• 86

61ha

nsen

.and

rew

@ic

loud

.com