Other Samples

Page 1

Other Samples Andrew Hansen



Contents Architecture 02

Fire Station Document Set_Revit

14

Wall Sections / Assemblies_Revit

16

Daylighting Analysis_Ecotect

20

Computational Design_Grasshopper

26 Drafting_AutoCAD 28

Structural Detailing_AutoCAD

Construction Management 34

Sustainability Assessment_LEED v.3

40

Scheduling / Estimating_Primavera

46

BIM Use Plan_Process Design

48

MRW Facility_Design/Build

01


Fire Station Document Set_Revit

CONSULTANT LIST

SHEET INDEX A-302 WALL SECTIONS A-503 INTERIOR ELEVATIONS A-502 INTERIOR ELEVATIONS ARCHITECTURAL A-000 COVER SHEET A-101 LEVEL 1 FLOOR PLAN A-102 LEVEL 2 FLOOR PLAN A-103 ROOF PLAN A-201 BUILDING ELEVATIONS A-202 BUILDING ELEVATIONS A-211 BUILDING SECTIONS A-212 BUILDING SECTIONS A-301 WALL SECTIONS A-311 EXTERIOR DETAILS A-401 ENLARGED PLANS A-411 VERTICAL CIRCULATION A-501 INTERIOR ELEVATIONS A-511 INTERIOR DETAILS

A-601 A-602 A-603 A-605 A-604 22

www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

SKYLIGHT CUSTOM HANDRAIL TERRA COTTA RAINSCREEN RENDERINGS ALUMINUM RAINSCREEN

Consultant Address Address Phone Fax e-mail

Perspective - NE corner

Consultant Address Address Phone Fax e-mail

No.

Description

Date

EXISTING BUILDING Perspective - Interior

T4_Graesser/Hansen

SITE PLAN - PROJECT NORTH

Project number Date

0'

20'

40'

80'

Drawn by Checked by

0800 08 August 2012 Author Checker

A-000 Scale

02

1" = 40'-0"

8/15/2012 8:09:51 PM

Fire Station COVER SHEET


www.autodesk.com/revit

1

2

4

3

5

2 A-211

Consultant Address Address Phone Fax e-mail

6

2

3

A-301

A-211

Consultant Address Address Phone Fax e-mail

3 A-301

Consultant Address Address Phone Fax e-mail

A Station Office

UP

Stor 154 SF

2

EMS Storage

117 SF

1

148 SF

B

1

161 SF

APP BAY 2615 SF

C

AES Engine 96 SF

3

Lobby

Consultant Address Address Phone Fax e-mail

484 SF

Janitor 98 SF

211 SF

A-211

A-501 4

Decontamination Room

AES Ladder

Consultant Address Address Phone Fax e-mail

333 SF

Hose

Disaster Supply

UP

Restroom 106 SF

79 SF

No.

Restroom Maintenance Work Area 278 SF

699 SF

Comp

Comm Room

EQ

Bunker Gear

Office

Bunk

211 SF

EQ 215 SF EQ

57

112 SF

69 SF

E

Date

EQ

EQ

3' - 0"

EQ

D

Description

166 SF

57

3' - 0"

143 57

3' - 0"

1 A-302

T4_Graesser/Hansen

0'

4'

8'

16'

Project number Date Drawn by Checked by

0800 08 August 2012 Author Checker

A-101 Scale

1/8" = 1'-0"

8/15/2012 8:09:54 PM

Fire Station LEVEL 1 FLOOR PLAN

LEVEL 1

03


www.autodesk.com/revit

1

2

4

3

5

2 A-211

3

A-301

A-211

EQ

57

B

3' - 9 3/8"

EQ

Consultant Address Address Phone Fax e-mail

61

3' - 0"

3' - 9"

Day Room

Consultant Address Address Phone Fax e-mail

119

215 SF

393 SF

REF. REF. REF.

DN

Consultant Address Address Phone Fax e-mail

EQ

Fitness

61

3' - 0"

5 A-503 Kitchen/Dining

4

3

REF.

3' - 0"

65

3' - 4"

EQ

2 A-503

Consultant Address Address Phone Fax e-mail

3 A-301

EQ 65

3' - 4"

3' - 4"

1

6

2

65

A

Consultant Address Address Phone Fax e-mail

Double Bunk

EQ

EQ

366 SF

93 SF

57

3' - 0"

EQ

DN

EQ

Storage

1 A-211

Toilet

Toilet

EQ

78 SF

D Lockers

Lockers

Lockers

552SF

54 SF

55 SF

Single Bunk

Single Bunk

108 SF

109 SF

A-502

E

4

3

Single Bunk EQ EQ 109 SF 57

3' - 0"

EQ

EQ

EQ

Lockers EQ

EQ 53 SF

Single Bunk EQ EQ 68 SF

Lockers EQ EQ 53 SF

EQ

EQ 68 SF

53 SF

EQ

EQ 68 SF

93 SF

Laundry 109 SF

No.

57

Description

Date

3' - 0"

57

3' - 0"

Janitor 83 SF

EQ 57

57

Lockers EQ EQ

Single Bunk Single Bunk

57

3' - 0"

3' - 0"

57

3' - 0"

93 SF

Double Bunk

EQ EQ

76 SF

EQ

7

78 SF

8

EQ

Toilet

A-502

EQ EQ

5

Double Bunk EQ

179 SF 6

EQ EQ

C

Open

3' - 0"

57

3' - 0"

57

3' - 0"

1 A-302

T4_Graesser/Hansen

0'

4'

8'

Fire Station LEVEL 2 FLOOR PLAN

16'

Project number Date Drawn by Checked by

0800 08 August 2012 Author Checker

A-102 Scale

04

1/8" = 1'-0"

8/15/2012 8:09:56 PM

LEVEL 2


www.autodesk.com/revit

1

2

4

3

5

Consultant Address Address Phone Fax e-mail

6

2 A-301

2

3

A-211

3

A-211

Consultant Address Address Phone Fax e-mail

A-301

A

Consultant Address Address Phone Fax e-mail

2

B

1

A-503 1/4" / 12"

5

1/4" / 12"

2 A-601

A-601

Consultant Address Address Phone Fax e-mail

6

A-601

A-601

1" / 12"

Consultant Address Address Phone Fax e-mail 1/2" / 12"

1/2" / 12"

1 A-211 1/2" / 12" 1/4" / 12"

C 7 A-601 4 A-601

8

1/4" / 12"

A-601

3

A-601

No.

Description

Date

1/4" / 12"

D

E 1 A-302

ROOF

T4_Graesser/Hansen 4'

8'

Fire Station ROOF PLAN

16'

Project number Date Drawn by Checked by

0800 08 August 2012 Author Checker

A-103 Scale

1/8" = 1'-0"

8/15/2012 8:09:56 PM

0'

05


6

5

4

3

2

1

ROOF 100' - 0" www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail

LEVEL 2 84' - 0"

Consultant Address Address Phone Fax e-mail

LEVEL 1 68' - 0"

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

NORTH ELEVATION

No.

E

D

C

B

Description

Date

A

ROOF 100' - 0"

LEVEL 2 84' - 0"

T4_Graesser/Hansen Fire Station BUILDING ELEVATIONS Project number Date

EAST ELEVATION

Drawn by Checked by

A-201 Scale

06

0800 08 August 2012 Author Checker

1/8" = 1'-0"

8/15/2012 8:10:03 PM

LEVEL 1 68' - 0"


1

2

3

4

5

6

ROOF 100' - 0" www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail

LEVEL 2 84' - 0"

Consultant Address Address Phone Fax e-mail

LEVEL 1 68' - 0"

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

SOUTH ELEVATION

No.

A

B

C

D

Description

Date

E

ROOF 100' - 0"

LEVEL 2 84' - 0"

T4_Graesser/Hansen LEVEL 1 68' - 0"

Project number Date Drawn by Checked by

WEST ELEVATION

0800 08 August 2012 Author Checker

A-202 Scale

1/8" = 1'-0"

8/15/2012 8:10:09 PM

Fire Station BUILDING ELEVATIONS

07


2

2

2

3

5

2

3

A-301

A-211

1

4

A-211

5

6 3

A-601

A-601

A-301

www.autodesk.com/revit ROOF 100' - 0" Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

LEVEL 2 84' - 0"

Consultant Address Address Phone Fax e-mail

LEVEL 1 68' - 0"

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

SECTION 1 1 A-211

1 A-211

E

D

C

B

A

A

B

C

D

E No.

ROOF 100' - 0"

ROOF 100' - 0"

LEVEL 2 84' - 0"

LEVEL 2 84' - 0"

LEVEL 1 68' - 0"

LEVEL 1 68' - 0"

Description

Date

T4_Graesser/Hansen

Project number Date

SECTION 2

SECTION 3

Drawn by Checked by

0800 08 August 2012 Author Checker

A-211 Scale

08

1/8" = 1'-0"

8/15/2012 8:10:11 PM

Fire Station BUILDING SECTIONS


A

www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail

8" METAL STUD

W21

5/8" GYPSUM WALL BOARD 2" RIGID INSULATION 2" AIR GAP BRICK, BROWN L6x4x1/2 STEEL ANGLE

Consultant Address Address Phone Fax e-mail

NBK VERTICAL CARRIER TRACK ALUMINUM 40mm THK. NBK TERRACOTTA TILE NBK MOUNTING CLIP @ EACH PANEL CORNER TYP.

F10

A

Consultant Address Address Phone Fax e-mail

LEVEL 2 84' - 0"

Consultant Address Address Phone Fax e-mail

A W22 R10

ROOF 100' - 0"

ROOF 100' - 0"

Consultant Address Address Phone Fax e-mail

Detail - Stacked Wall

W21

65

3' - 4"

A

No.

Description

Date

F10 1 A-301

LEVEL 2 84' - 0"

4 A-301

LEVEL 2 84' - 0"

W21

W22

W22

EXTRUDED ALUMINUM CAP CW1 HSS6X6X1/2

2x14 MOUNTING PLATE 2x8 TOP PLATE F10

W21

LEVEL 2 84' - 0"

LEVEL 1 68' - 0"

W22

NBK MOUNTING CLIP @EACH PANEL CORNER TYP. NBK VERTICAL CARRIER TRACK ALUMINUM 40mm THK. NBK TERRACOTTA TILE

T4_Graesser/Hansen Fire Station WALL SECTIONS Project number Date Drawn by Checked by

Wall Section 2

Wall Section 3

0800 08 August 2012 ANDREW HANSEN Checker

A-301

Detail - Parapet Scale

As indicated

8/15/2012 8:10:12 PM

F11

LEVEL 1 68' - 0"

09


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Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

OFFICE - WEST

OFFICE - NORTH

No.

Description

Date

T4_Graesser/Hansen

Project number Date Drawn by Checked by

OFFICE - EAST

10

OFFICE - SOUTH

0800 08 August 2012 Author Checker

A-501 Scale

1/2" = 1'-0"

8/15/2012 8:10:16 PM

Fire Station INTERIOR ELEVATIONS


www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Perspective - Terra Cotta Rainscreen

Consultant Address Address Phone Fax e-mail

W21

W22

NBK Vertical Carrier Track @ max 10'-0" O.C. No.

Description

Date

NBK 40mm Thick Terra Cotta Rainscreen Panel

CW1

Axon - Terra Cotta Rainscreen

T4_Graesser/Hansen

Project number Date Drawn by Checked by

0800 08 August 2012 Andrew Hansen Checker

A-603 Scale

8/15/2012 8:10:37 PM

Fire Station TERRA COTTA RAINSCREEN

11


www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Perspective - Aluminum Rainscreen

Consultant Address Address Phone Fax e-mail

Aluminum Panel Powdercoat Painted

Aluminum Carrier Track

No.

Description

Date

Detail - Aluminum Rainscreen Joint

T4_Graesser/Hansen

Project number Date Drawn by Checked by

0800 08 August 2012 ANDREW HANSEN Checker

A-604 Scale

12

3" = 1'-0"

8/15/2012 8:10:40 PM

Fire Station ALUMINUM RAINSCREEN


www.autodesk.com/revit

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Perspective - NE corner_3

Consultant Address Address Phone Fax e-mail

Perspective - Entry

No.

Description

Date

T4_Graesser/Hansen

Project number Date Drawn by Checked by

Perspective - Stair

Kitchen

Lobby

0800 08 August 2012 Author Checker

A-605 Scale

12" = 1'-0"

8/15/2012 8:10:42 PM

Fire Station RENDERINGS

13


Wall Sections / Assemblies_Revit

1

ALUMINUM PARAPET CAP

MOISTURE BARRIER

ALUMINUM SCUPPER

1/4" BITUMINE BASED SHEET

2x6 STUDS @ 16" OC BATT INSULATION 3/4" PLYWOOD SHEATHING 1x3 BATTENS @ 24" OC 1x6 REDWOOD CLADDING

1/4"

1'-0"

Roof @ Writing Den 24' - 0"

Consultant Address Address Address Phone

Roof @ Writing Den 24' - 0"

6" RIGID INSULATION 5/8" PLYWOOD 2x12 @ 24" OC 5/8" GYPSUM BOARD 5/8" GYPSUM BOARD PAINTED WHITE 3/4" PLYWOOD SHEATHING

5/8" GYPSUM BOARD PAINTED WHITE

Consultant Address Address Address Phone

2x6 STUD @ 16" OC

Consultant Address Address Address Phone

5/8" GYPSUM BOARD PAINTED WHITE 13

Consultant Address Address Address Phone

Consultant Address Address Address Phone

3/4" OAK FLOORING 5/8" PLYWOOD BATT INSULATION 12" TJI @ 2'-0" OC

10

Level 2 12' - 0"

Level 2 12' - 0"

No.

2x14 FASCIA BOARD 2" RIGID INSULATION 1" AIR GAP

5/8" GYPSUM BOARD

2

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

3

Description

Date

Axonometric

8" CONCETE, CAST-IN-PLACE

STONE CLADDING

MOISTURE BARRIER Daylight Area

Description Glass Type

6" CONCRETE SLAB, CAST-IN-PLACE Level 1 0' - 0"

3" SAND 3" GRAVEL

Head Height

3664 DBHG IG Low E II 8' - 10 with Argon 11/16"

Assembly Code

Manufacturer

C2010400

Seco South, Inc.

Manufactur er Website www.secos 10 outh.com

Mark

Lites High 1

Lites Wide 1

Railing Schedule Product Data

Model

Window Schedule Manufactur er Mark Marvin Windows and Doors

10

Model

Nominal Height

CUDH3028 5' - 4"

Nominal Width 3' - 0"

Sill Height 3' - 6 5/16"

Type Mark 13

URL

Window Type

Jones

www.marvin Clad .com Ultimate Double Hung

Jones Residence Railing Height

Seco South http://www. 3' - 0" arcat.com/a - 36" FB3-2000 - rcatcos/cos 35/arc3541 w/3/16" Cable and 1.html Stud Termination s - Fascia Mount

Type Comments

Type Mark

2000 Series 10

Wall Sections

URL www.secosouth.com

Project Number Date Drawn By Checked By

1

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

14

007 3/12/13 Andrew Hansen Bill Zimmerman

A101

3/4" = 1'-0"

3/15/2013 3:51:09 PM

Cladding

Aluminum- 11 SF Marvin-Bro nze


Revit Assembly Model_Andrew Revit Assembly Hansen Model_Andrew Hansen

KOLSTRAND KOLSTRAND BLDG BLDG

Graham Baba Graham Architects Baba Architects 15


Daylighting Analysis_Ecotect

AL DESIGN

PAGE 5

Shadow Ranges

June 21 9am-5pm

els

m

December 21 9am-5pm

ed nts

16


OF RE-DESIGNED BUILDING

ON

PAGE 14

Re-Designed Building Strategy

his analysis, s on the space as it he greatest mance of ment and was m area from

17


GNED BUILDING

PAGE 16

Re-Designed Building Strategy

ult

18


OF RE-DESIGNED BUILDING

ON

PAGE 17

Re-Designed Building Strategy

s combined, space ner that en light across ses the needs

19


Computational Design_Grasshopper

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

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 plugins 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


Drafting_AutoCAD

02

1. USE NOM. 4' CROSS TEE SPACED 2'-0" O.C. ARMSTONG PRELUDE XL

BAR

05

04

2. INSTALL PER ASTM C636 03

3. FIELD VERIFY ALL CONDITIONS AND DIMENSIONS SYMBOL LEGEND D1 A2

A1

WALL SCONCE

D3

PENDANT LIGHT TRACK LIGHT

DANCE FLOOR

CHANDELIER

KITCHEN

RECESSED FLUORESCENT LIGHT

LOUNGE

RECESSED CAN LIGHT FIRE SPRINKLER 06

D2

07

BATH

LOCKERS 08

MEN'S ROOM

09

WOMEN'S ROOM

DINING ROOM ENTRY

01

PATIO

N 0

FLOOR PLAN

REFLECTED CEILING PLAN

SCALE 1/8"=1'-0"

SCALE 1/8"=1'-0"

CHERRY CABINETRY WITH FROSTED GLASS INLAY

LEATHER BOOTH SEATING

CHERRY SHELVING, NATURAL

FLOORING SCHEDULE

BAMBOO SCREEN

MARK 1/2" CHERRY CAP 13'

13'

CHERRY CABINETRY BAR

A1 - BAR ELEVATION

A2 - LOUNGE ELEVATION

SCALE 1/8"=1'-0"

SCALE 1/8"=1'-0"

1x4 CHERRY PANELING WITH 1x4 CHERRY CAP

CAST IN PLACE, BRUSHED FINISH

ENTRY

NATURAL STONE TILE

DAL-TILE HIGH-LOW SPLIT FACE URBAN BLUESTONE

MAPLE CERAMIC TILE

CERAMIC TILE

DAL-TILE MOKA CROSS-CUT Si 32; OFFSET SEAMS AS SHOWN

CERAMIC TILE

DAL-TILE GOLD GLAM P264

BAR

LOUNGE

1' TOTAL RISE

DAL-TILE MOKA CROSS-CUT Si 32; OFFSET SEAMS AS SHOWN

MEN'S ROOM

NATURAL STONE TILE

1 T @ 12"

2 EQ R @ 6"

LAID AT 112 DEG AND STAINED FINISHED NATURAL

KITCHEN DAL-TILE LINEAR POLISHED URBAN BLUESTONE

30" SILL

NOTES

CONCRETE

DANCE FLOOR

JAMB CONDITION

MATL

PATIO

WOMEN'S ROOM

1"

2"

STEEL

DAL-TILE HIGH-LOW SPLIT FACE URBAN BLUESTONE DAL-TILE LINEAR POLISHED URBAN BLUESTONE

DOOR AND FRAME SCHEDULE DOOR MARK

FRAME

SIZE WD

HGT THK

MATL

MATL

01

8'-0" 6'-8"

2"

STEEL

STEEL

02

3'-0" 6'-8"

2"

STEEL

STEEL

03

3'-0" 6'-8"

2"

STEEL

STEEL

04

2'-6" 6'-8"

2"

STEEL

STEEL

05

3'--0" 6'-8"

2"

STEEL

STEEL

06

2'-6" 6'-8"

2"

STEEL

STEEL

07

2'-6" 6'-8"

2"

STEEL

STEEL

08

3'--0" 6'-8"

2"

STEEL

STEEL

09

3'--0" 6'-8"

2"

STEEL

STEEL

NOTES DOUBLE HUNG DOOR IN WRAP AROUND METAL FRAME SINGLE HUNG DOOR IN WRAP AROUND METAL FRAME SINGLE HUNG DOOR IN WRAP AROUND METAL FRAME SINGLE HUNG DOOR IN WRAP AROUND METAL FRAME SINGLE HUNG DOOR IN WRAP AROUND METAL FRAME SINGLE HUNG DOOR IN WRAP AROUND METAL FRAME SINGLE HUNG DOOR IN WRAP AROUND METAL FRAME SINGLE HUNG DOOR IN WRAP AROUND METAL FRAME SINGLE HUNG DOOR IN WRAP AROUND METAL FRAME

ANDREW HANSEN CONTSRUCTION TECHNOLOGIES II UNLV - SPRING 2010 PROFESSOR JAY BARRY

NIGHT CLUB

NIGHT CLUB 4/22/2010

SILL CONDITION

26

1/2"

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

AS NOTED

D1 - ACOUSTICAL TILE CEILING

D2 - FRAMELESS GLAZING DETAIL

D3 - STAIR PROFILE

SCALE 3"=1'-0"

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

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

1


ANCHOR GUTTER BAR

20'-0"

12 15'-0"

13'-0"

6

EXTRUDED ALUMINUM COPING SUPPORT

10'-0"

EXTRUDED ZINC PANELS

2x6 WOOD STUD

MOUNTING BRACKET EXTERIOR SHEATHING

ANCHOR BOLTS @ 24" O.C. EAST ELEVATION

2. THE MAIN ENTRY FEATURES A HIP ROOF WITH OVERLAPPING CONCRETE SHINGLES.

EXTRUDED ALUMINUM CARRIER TRACK

SCALE 3/32"=1'-0"

20'-0"

20'-0"

12

12

10'-0"

CARRIER TRACK 6

2

DETAIL 1 - PARAPET COPING DETAIL

DETAIL 2 - RAINSCREEN ATTACHMENT COND.

SCALE 3"=1'-0"

SCALE 3"=1'-0"

No.1 CEDAR SHINGLES 1x6 CEDAR ROOF DECKING

30LB ASPHALT SATURATED FELT @ 18" WIDE UNDERLAYMENT

CONCRETE SHINGLE TILES

EXTRUDED ZINC PANEL PLYWOOD DECK 35LB ROOFING FELT

VENT BLOCK

SOUTH ELEVATION

ALUMN. FASCIA & VENTED SOFFIT

20'-0" FASCIA TRIM 1/4" THROUGH BOLTS AS SPEC'D BY ENGINEER

10'-0"

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

WEST ELEVATION SCALE 3/32"=1'-0"

20'-0"

12

STUCCO FINISH 4x10 RAFTER W/ DECORATIVELY SHAPED END

6

SCUPPERS

15'-0" 13'-0"

12

3. THE MAJORITY OF THE STRUCTURE IS BUILT USING A SINGLE-PLY FLAT ROOF SYSTEM. THIS AREA IS ALSO CLAD WITH AN EXTRUDED ZINC RAINSCREEN SYSTEM THAT UTILIZES CHANNEL DRAINAGE TRACKS AND CARRIER TRACKS. THE SYSTEM ATTACHES DIRECTLY TO THE SUPPORT STRUCTURE OF THE BUILDING AS SHOWN IN DETAIL 2. 4. THE HIGHLIGHT OF THE RESTAURANT IS THE KITCHEN. THIS CAN BE SEEN FROM BOTH THE INSIDE AND THE OUTSIDE. IT FEATURES A LOCKED SEAM COPPER ROOF SYSTEM AND TIGHTLY STACKED LIMESTONE VENEER AS CLADDING.

SCALE 3/32"=1'-0"

17'-0"

1. THIS OPEN-AIR SEATING AND GATHERING AREA IS COVERED BY A POST AND BEAM ROOF SYSTEM WITH CEDAR PLANKS AND SHINGLES

MOISTURE BARRIER

OSB OR PLYWOOD SHEATHING

1/2" DRYWALL

2X6 WOOD STUD @16" O.C.

4

R14 BATT INSULATION 4" CONCRETE FLOOR

4" CONCRETE FLOOR

WELDED WIRE FABRIC

NORTH ELEVATION

6" MIN

SCALE 3/32"=1'-0"

GRADE 15'-3"

8'-5" WALLL SECTION 1

6-mil POLYETHELYNE MOISTURE BARRIER 2" LAYER OF SAND 4" LAYER OF GRAVEL

SCALE 1/2"=1'-0"

WELDED WIRE FABRIC 6" MIN GRADE

WALL SECTION 2

6-mil POLYETHELYNE MOISTURE BARRIER 2" LAYER OF SAND 4" LAYER OF GRAVEL

SCALE 1/2"=1'-0"

REINFORCED EPDM ZINC COPING See Detail 1 EXTRUDED ZINC RAINSCREEN SYSTEM See Detail 2

DRAINAGE

DRAINAGE

2x BLOCKING

LAP SEALANT

OSB ROOF DECKING ROOF JOISTS 1x LEDGER LET INTO STUDS

OSB OR PLYWOOD SHEATHING 3

LOCKED SEAM COPPER ROOF

SPLICING CEMENT 5" RIGID INSULATION

2 1

MECH. FASTENERS @ 12" O.C. MUST PENETRATE INTO ROOF DECK

1/2" DRYWALL

VENT BLOCK DRIP FLASHING ALUMN. FASCIA & VENTED SOFFIT

ANDREW HANSEN CONTSRUCTION TECHNOLOGIES I UNLV - FALL 2009 PROFESSOR JAY BARRY

1" MIN CLEAR AIR SPACE BUILDING PAPER LIMESTONE VENEER OSB OR PLYWOOD SHEATHING

2X6 WOOD STUD @16" O.C.

ROOF FELT UNDERLAYMENT

2X6 WOOD STUD @16" O.C.

CORUGATED METAL OR ADJUSTABLE WIRE TIES FASTENED TO WALL STUDS; SPACE NOMORE THAN 16" HORIZONALLY AND 24" VERTICALLY 1/2" DRYWALL

THE WALL RESTAURANT 1234 RESTAURANT BLVD LAS VEGAS, NV 12345

BUILDING PAPER LAPS FLASHING R14 BATT INSULATION WELDED WIRE FABRIC 6" MIN

10'-6" 17'-6" ROOF PLAN SCALE 3/32"=1'-0"

FLASHING

4" CONCRETE FLOOR

4

N

GRADE

WALL SECTION 3 SCALE 1/2"=1'-0"

6-mil POLYETHELYNE MOISTURE BARRIER 2" LAYER OF SAND 4" LAYER OF GRAVEL

WEEP HOLES @ 24" O.C. 6" MIN GRADE

WALL SECTION 4

R14 BATT INSULATION 4" CONCRETE FLOOR WELDED WIRE FABRIC 6-mil POLYETHELYNE MOISTURE BARRIER 2" LAYER OF SAND 4" LAYER OF GRAVEL

THE WALL 11/24/2009 AS NOTED

1

SCALE 1/2"=1'-0"

27


Structural Detailing_AutoCAD

28


29


30


31


32


33


Sustainability Assessment_LEED v.3

1

34

Team: Debra Markert Josee Goldin Will Lippitt

Bradley Allen Andrew Hansen

UW Bothell

Student Activities Center


Site Selection 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

LOCATION

UW Bothell / Cascadia Community College Campus 2

35


LEED Score Sustainable Sites

13

Water Efficiency

4

Energy & Atmosphere

12

LEED 2009 for New Construction and Major Renovations

UW Bothell Student Activities Center

Project Checklist 13 Y

13 ?

0

Indoor Environmental Quality

7

6 1

Innovation in Design

1

2

Regional Priority

2

Credit 1

Credit 4.3 Credit 4.4

1

Credit 5.1 Credit 5.2

1 1 1 1

Credit 6.1 Credit 6.2 Credit 7.1 Credit 7.2

1 6

Y

Credit 8

4

Credit 1 Credit 2 Credit 3

23

Prereq 2 Prereq 3

2

Credit 1 Credit 2 Credit 3 Credit 4

3 2 14 Y

Credit 5 Credit 6

Prereq 1

3 1 2 2

Credit 1.1 Credit 1.2 Credit 2 Credit 3

?

N

2 2 1 1 7

8

Y Y

2 to 4 2 2 to 4

Possible Points: 35

1 1 1 1

Storage and Collection of Recyclables Building Reuse—Maintain Existing Walls, Floors, and Roof Building Reuse—Maintain 50% of Interior Non-Structural Elements Construction Waste Management Materials Reuse

1 to 3 1 1 to 2 1 to 2

Credit 3.1 Credit 3.2

Credit 4.2

Credit 5 Credit 6.1 Credit 6.2

1 1 1 1

Credit 7.1 Credit 7.2 Credit 8.1 Credit 8.2

5

2

1 1

110

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

Possible Points: 15

Minimum Indoor Air Quality Performance Environmental Tobacco Smoke (ETS) Control Outdoor Air Delivery Monitoring Increased Ventilation Construction IAQ Management Plan—During Construction Construction IAQ Management Plan—Before Occupancy Low-Emitting Materials—Adhesives and Sealants Low-Emitting Materials—Paints and Coatings Low-Emitting Materials—Flooring Systems Low-Emitting Materials—Composite Wood and Agrifiber Products Indoor Chemical and Pollutant Source Control Controllability of Systems—Lighting Controllability of Systems—Thermal Comfort Thermal Comfort—Design Thermal Comfort—Verification Daylight and Views—Daylight Daylight and Views—Views

Credit 1.2 Credit 1.3 Credit 1.4 Credit 1.5 Credit 2

Regional Priority Credits Credit 1.1 Credit 1.2

1 1

Credit 1.3

71

Total

Credit 1.4

Regional Regional Regional Regional

Priority: Priority: Priority: Priority:

1 1 1 1 1 1

Possible Points: 4

SSc1 Site Selection EAc1 Optimize Energy Performance Specific Credit Specific Credit

1 1 1 1

Possible Points: 110 Silver 50 to 59 points

Gold 60 to 79 points

Platinum 80 to 110

PROJECT SUMMARY “AS-IS”

UW Bothell Student Activities Center

12

36

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Possible Points: 6

Innovation in Design: Exemplary Performance SSc4.1 Innovation in Design: Specific Title Innovation in Design: Specific Title Innovation in Design: Specific Title Innovation in Design: Specific Title LEED Accredited Professional

Certified 40 to 49 points

Pts: 39/

1 to 2 1 to 2 1 1

Innovation and Design Process Credit 1.1

1 1 1 1 1

39

Credit 1

Credit 4.4

1

Recycled Content Regional Materials Rapidly Renewable Materials Certified Wood

Indoor Environmental Quality

Credit 4.3

1

Possible Points: 14

Credit 7

Credit 4.1

1

2

Credit 6

Credit 2

1 1

1 to 19 1 to 7 2 2 3 2

Credit 5

Prereq 2

1 1

1

Credit 4

Prereq 1

1

Fundamental Commissioning of Building Energy Systems Minimum Energy Performance Fundamental Refrigerant Management Optimize Energy Performance On-Site Renewable Energy Enhanced Commissioning Enhanced Refrigerant Management Measurement and Verification Green Power

Materials and Resources

1 5 1 6 1 3 2 1 1 1 1 1 1 1

Possible Points: 10

Water Use Reduction—20% Reduction Water Efficient Landscaping Innovative Wastewater Technologies Water Use Reduction

Energy and Atmosphere Prereq 1

9 7 2

Construction Activity Pollution Prevention Site Selection Development Density and Community Connectivity Brownfield Redevelopment Alternative Transportation—Public Transportation Access Alternative Transportation—Bicycle Storage and Changing Rooms Alternative Transportation—Low-Emitting and Fuel-Efficient Vehicles Alternative Transportation—Parking Capacity Site Development—Protect or Restore Habitat Site Development—Maximize Open Space Stormwater Design—Quantity Control Stormwater Design—Quality Control Heat Island Effect—Non-roof Heat Island Effect—Roof Light Pollution Reduction

Water Efficiency Prereq 1

4 2

Y Y Y 10

Credit 3

Credit 4.2

1

12

Credit 2

Credit 4.1

3

Materials and Resources, Continued Y

Prereq 1

5 1

4

3/19/14

Possible Points: 26

N

Y 1

Materials & Resources

Sustainable Sites


LEED Gold Sustainable Sites

• c5.1: Protect Habitat

Water Efficiency

• c2: Innov Wastewater Tech

Energy & Atmosphere

• c3: Enhanced Commissioning • c5: Mesurement & Verification

Materials & Resources

• c2: Waste Management • c4: Recycled Content • c5: Regional Materials • c6: Rapid Renewables • c7: Certified Wood

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

Innovation in Design

• c1: Educational Program • c1: Waste Mgmt Composte • c2: LEED AP

Regional Priority

• Materials & Resources c7

1 2 2 3 2 2 2 1 1

Keep Pipe Within 40’ Disturbance Boundary

1 1 1 1 1 1 1 1 1

4 2

1 3

Pts: 65/

Waste Composting Area

110

1 Educational Awareness

LEED GOLD

Recommendations

15

37


LEED Platinum Sustainable Sites

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

Water Efficiency

• c1: Landscaping • c2: Innov Wastewater Tech

Energy & Atmosphere

• c1: Optimize Energy Perf • c2: On-Site Renewables • c3: Enhanced Commissioning • c5: Mesurement & Verification

Materials & Resources

• c2: Waste Management • c4: Recycled Content • c5: Regional Materials • c6: Rapid Renewables • c7: Certified Wood

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

Innovation in Design

1 1 1 1 2 2 9 7 2 3 2 2 2 1 1 1 1 1 1 1 1 1

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

1 1 1 1 1

• Sustainable Sites c6.1

1 1

PRegional ts: 90/1Priority 1 • Materials &0Resources c7

Keep Pipe Within 40’ Disturbance Boundary

4 2

3

Waste Composting Area

1 Educational Awareness

LEED PLATINUM Recommendations

16

38


Certainly Educational and Good Publicity May Set an Unwanted Precededent for Future Buildings Questionalble Cost-to-Benefit

Allows Education and Good Publicity Acceptable Standard for Future Buildings Good Cost-to-Benefit Ratio for First Costs and Lifecycle Costs

CONCLUSION

Final Considerations

28

39


Scheduling / Estimating_Primavera

CS Bridge Project

Project Initiation

Management & Mobilization

40

Abutment #1

Abutment #2

Bridge Deck

Piles

Piles

Girders

Footings

Footings

Deck Slab

Walls

Walls

Guardrails

Project Completion

Completion & Commissioning


Activity ID

Activity Name

Original Duration

Budgeted Total Cost

70d

June

$556,550

15 $19,982

22 $12,212

4d

$6,102

$3,051

$3,051

90 Excavate footings #1 (unclassifi...

2d

$3,051

$3,051

1 Excavate footings #2 (unclassifi...

1d

$3,051

$3,051

3d

$5,876

$5,876

92 Excavate footings #1 (structural)

1d

$2,938

$2,938

1 Excavate footings #2 (structural)

1d

$2,938

$2,938

CS B Bridge Project

Excavation, unclassified Ex Excavation, structural Ex Backfill, compacted Ba

29

06 $83,767

July 13 $96,556

2008 20 $38,434

27 $34,354

03 $50,230

12d

$5,842

$2,921

2 Backfill abutment #1

3d

$2,921

$2,921

3 Backfill abutment #2

3d

$2,921

22d

$138,910

Piling, steel Pi

30 Order Deliver Piles

$10,361

$82,125

15d

$0

2d

$10,361

1 Drive piles footing #1

3d

$64,094

$64,094

1 Drive piles footing #2

3d

$54,094

$18,031

$36,063

$1,642

$11,748

1d

$10,361 $23,496

70 Fab & deliver footing rebar

7d

$0

1 Forms & rebar footing #1

1d

$1,642

1 Pour footing #1

1d

$9,972

1 Strip footing #1

1d

$134

$134

1 Forms & rebar footing #2 (forms)

1d

$1,642

$1,642

2 Pour footing #2

1d

2 Strip footing #2

$974

$1,947

$974

$1,947

$20,363

$2,495

$6,570

$3,285

80 Pre-fabricate abutment forms

3d

$9,855

$6,570

$3,285

1 Forms & rebar abutment #1 (for...

2d

$9,136

2 Pour abutment #1

2d

$30,477

$30,477

2 Strip and cure abutment #1

3d

$3,877

$3,877

2 Rub concrete abutment #1

3d

$3,742

2 Forms & rebar abutment #2 (for...

2d

$9,136

$9,136

2 Pour abutment #2

2d

$30,477

$15,239

2 Strip and cure abutment #2

3d

$3,877

$3,877

3 Rub concrete abutment #2

3d

$3,742

$1,247

3 Milestone #1: Abutments backfi...

0d

$0

Concrete, deck slab Co

10d

$29,829

$9,085

3 Deck forms and rebar (forms)

2d

$9,085

$9,085

3 Pour and cure deck

3d

$17,043

Reinforcing Steel Re

20 Prep/approve S/D foot rebar

$771 $95,960

5d

$0

10 Prep/approve S/D abutment Rebar

10d

60 Fab/deliver abut/deck rebar

15d

$0

1d Original 1d Duration 2d 2d

$19,192 Budgeted Total Cost $19,192

2d

$19,192

1 Forms and rebar footing #1 (reb... Activity ID Activity Name 1 Forms and rebar footing #2 (reb... 1 Forms and rebar abutment #1 (r... 2 Forms and rebar abutment #2 (r...

Steel, structural St

$19,192 $19,192

45d

$114,711

50 Prep/approve S/D girders

10d

$0

2 Fab/deliver girders

25d

$0

3 Set girders on bearing plates (b...

$34,354

$28,117

$3,742 $15,239 $2,495

$17,043 $1,953

$977

$771 $38,384

$19,192

$19,192

$19,192

$19,192 June

15

22

29

06

$19,192 July 13

A65 Hansen

2008 20 $19,192

27

03 $19,192

10

August

17

24

31

September 07

Start Date: 16-Jun-08

$19,192

CS D5

Completion Date: 23-Sep-08

$114,711

1d

$114,711

Bearing plates Be

1d

$7,861

$7,861

1d

$7,861

$7,861

Guardrail Gu

3d

$11,258

$11,258

3d

$11,258

$11,258

Painting Pa

5d

$12,386

$7,432

$4,954

$7,432

$4,954

3 Set girders on bearing plates (b... 3 Guardrails 3 Paint

No A65 Bid Items

0 Project Start [start milestone] 40 Move in

5d

$12,386

70d

$0

0d

$0

3d

$0

70d

$0

3 Clean up

3d

$0

4 Final inspection

1d

$0

4 Contingency

6d

$0

4 Finish [finish milestone]

0d

$0

5 Project Management [level of ef...

21

$9,136

$0

Labor Efforts Daily Usage

3 Deck forms and rebar (rebar)

$134 $9,136

$2,930

1d

14

$9,972

$134

3d

21

$9,972

$9,972

49d

$977

14

$1,642

$104,319

3 Saw joints

$19,767

September 07 $4,954

$10,106

1d

3 Strip deck forms

31 $8,408

$10,361

43d

Concrete, abutments Co

24 $19,767

$10,361

21d

Concrete, footings Co

17 $158,688

$46,424

1 Mobilize pile driving rig

1 Demobilize pile driving

August 10 $29,198

$114,711

41


2013A65CM450CS CS Bridge Project 2013A65CM450CS.1 Project Initiatio 0 Project Start [start milestone]

40 Move in

500 Project Management [level of effort]

2013A65CM450CS.2 Abutment #1 30 Order Deliver Piles

80 Pre-fabricate abutment forms

100 Mobilize pile driving rig

90 Excavate footings #1 (unclassified)

20 Prep/approve S/D foot rebar

92 Excavate footings #1 (structural)

110 Drive piles footing #1

130 Forms & rebar footing #1

132 Forms and rebar footing #1 (rebar)

150 Pour footing #1

170 Strip footing #1

180 Forms & rebar abutment #1 (forms)

182 Forms and rebar abutment #1 (rebar)

200 Pour abutment #1

220 Strip and cure abutment #1

70 Fab & deliver footing rebar

270 Rub concrete abutment #1

280 Backfill abutme #1

10 Prep/approve S/D abutment Rebar

2013A65CM450CS.3 Abutment #2 120 Excavate footings #2 (unclassified)

122 Excavate footings #2 (structural)

140 Drive piles footing #2

190 Forms & rebar footing #2 (forms)

160 Demobilize pile driving

2013A65CM450CS.4 Bridge Dec 60 Fab/deliver abut/deck rebar

50 Prep/approve S/D girders

260 Fab/deliver girders

2013A65CM450CS.5 Project Completio

42

192 Forms and rebar footing #2 (rebar)

210 Pour footing #2

230 Strip footing #2

240 Forms & rebar abutment #2 (forms)


ent

r

242 Forms and rebar abutment #2 (rebar)

250 Pour abutment #2

290 Strip and cure abutment #2

310 Backfill abutment #2

315 Milestone #1: Abutments backfilled

300 Rub concrete abutment #2

360 Guardrails

320 Set girders on bearing plates (bearing plates)

322 Set girders on bearing plates (bearing plates)

330 Deck forms and rebar (forms)

332 Deck forms and rebar (rebar)

340 Pour and cure deck

350 Strip deck forms

370 Paint

380 Saw joints

390 Clean up

400 Final inspection

410 Contingency

420 Finish [finish milestone]

43


Sat -2

Sun -1

Mon 1

Jun 15 Tue Wed Thr 2 3 4

Fri 5

Sat 6

Sun 7

Mon 8

Jun 22 Tue Wed Thr 9 10 11

Fri 12

Sat 13

Sun 14

Jun 29 Mon Tue Wed Thr 15 16 17 18

Fri 19

Sat 20

Sun 21

Mon 22

Jul 06 Tue Wed Thr 23 24 25

Fri 26

Sat 27

Sun 28

Mon 29

Jul 13 Tue Wed Thr 30 31 32

Fri 33

Sat 34

Sun 35

Mon 36

Jul 20 Tue Wed Thr 37 38 39

Fri 40

Sat 41

Sun 42

Mon 43

Jul 27 Tue Wed Thr 44 45 46

Fri 47

Sat 48

Sun 49

Aug Mon Tue We 50 51 52

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

Excavate footings #1 (unclassified) Mobilize pile driving rig Pre-fabricate abutment forms Excavate footings #1 (structural) Fab & deliver footing rebar Excavate footings #2 (unclassified) Excavate footings #2 (structural) Fab/deliver abut/deck rebar

Fab/deliv Drive piles footing #1 Drive piles footing #2 Forms & rebar footing #1 Forms and rebar footing #1 (rebar) Pour footing #1 Demobilize pile driving Strip footing #1 Forms & rebar footing #2 (forms) Forms and rebar footing #2 (rebar) Pour footing #2 Strip footing #2 Forms & rebar abutment #1 (forms) Forms and rebar abutment #1 (rebar) Pour abutment #1

Strip and cure abutment #

For

150.0h

120.0h

90.0h

60.0h

30.0h

44

-2 Sat

-1 Sun

1 Mon

2 3 4 Tue Wed Thr Jun 15

5 Fri

6 Sat

7 Sun

8 Mon

9 10 11 Tue Wed Thr Jun 22

Remaining Level of Effort

12 Fri

13 Sat

14 Sun

15 16 17 18 Mon Tue Wed Thr Jun 29

19 Fri

20 Sat

21 Sun

22 Mon

23 24 25 Tue Wed Thr Jul 06

26 Fri

27 Sat

28 Sun

29 Mon

30 31 32 Tue Wed Thr Jul 13

33 Fri

34 Sat

35 Sun

36 Mon

37 38 39 Tue Wed Thr Jul 20

40 Fri

41 Sat

42 Sun

43 Mon

44 45 46 Tue Wed Thr Jul 27

47 Fri

48 Sat

49 Sun

50 51 52 Mon Tue We Aug

A65 H


03 ed Thr 2 53

Fri 54

Sat 55

Sun 56

Mon 57

Aug 10 Tue Wed Thr 58 59 60

Fri 61

Sat 62

Sun 63

Mon 64

Aug 17 Tue Wed Thr 65 66 67

Fri 68

Sat 69

Sun 70

Mon 71

Aug 24 Tue Wed Thr 72 73 74

Fri 75

Sat 76

Sun 77

Mon 78

Aug 31 Tue Wed Thr 79 80 81

Fri 82

Sat 83

Sun 84

Sep 07 Mon Tue Wed Thr 85 86 87 88

Fri 89

Sat 90

Sun 91

Sep 14 Mon Tue Wed Thr 92 93 94 95

Fri 96

Sat 97

Sun 98

Mon 99

Sep 21 Tue Wed Thr 100 101 102

Fri 103

Sat 104

Sep 28 Sun n 105 6

Project Management [level o

ver girders

#1 Backfill abutment #1 Rub concrete abutment #1

rms & rebar abutment #2 (forms)

2 53 ed Thr 03

Forms and rebar abutment #2 (rebar) Pour abutment #2 Strip and cure abutment #2 Backfill abutment #2 Rub concrete abutment #2 Set girders on bearing plates (bearing plates) 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]

2500.0h

2000.0h

1500.0h

1000.0h

500.0h

54 Fri

55 Sat

Hansen

56 Sun

57 Mon

58 59 60 Tue Wed Thr Aug 10

61 Fri

62 Sat

63 Sun

64 Mon

65 66 67 Tue Wed Thr Aug 17

68 Fri

69 Sat

70 Sun

71 Mon

72 73 74 Tue Wed Thr Aug 24

75 Fri

76 Sat

77 Sun

78 Mon

79 80 81 Tue Wed Thr Aug 31

82 Fri

83 Sat

84 Sun

85 86 87 88 Mon Tue Wed Thr Sep 07

89 Fri

90 Sat

91 Sun

92 93 94 95 Mon Tue Wed Thr Sep 14

96 Fri

97 Sat

98 Sun

99 Mon

100 101 102 Tue Wed Thr Sep 21

103 Fri

104 Sat

105 6 Sun n Sep 28

Start Date: 16-Jun-08

45


BIM Use Plan_Process Design

Level 1: BIM Execution Planning Process EcoMod Classroom

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

Schematic Design

Schematic Design

Perform Cost Estimation Cost Estimation

Contractor

Contractor

Schematic Design

Cost 3D Macro Coordination

Architect

BIM USES

Schematic Design

Programming Owner

Design Authoring

Contractor

Schematic Design

Design Development

Perform Fabrication Analysis

Design Authoring

Constructability

Fabricator

Architect

Design Authoring

Fabricator

Architect

Schematic Design

Maintenance

INFO. EXCHANGE

46

Architect

Architect

Author Shop Drawings Fabricator

Contractor

Schematic Design 4D Model

Schematic Design Engineering Analysis Model

MEP Model

Architectural Model

End Process

Virtual Prototyping

4D Modeling

Construction Documents

Perform Facilities Mgmt Analysis Contractor

Maintenance

Design Development Design Development 4D Model Engineering Analysis Model

Engineering Analysis

Construction Documents (WP)

Shop Drawings

Architectural Model

Architectural Model

MEP Model

MEP Model

Design Development Design Development 3D Macro Coordination Virtual Prototypes Model

Schematic Design Virtual Prototypes

Record Model

Perform Sustainability Analysis Architect

MEP Model Schematic Design 3D Macro Coordination Model

Contractor

Construction Documents

Design Authoring

Sustainability

Design Development Cost Estimation

Compile Record Model

Perform Fabrication Analysis

Construction Documents

Constructability

3D Macro Coordination

Operations

Construction Documents

Design Authoring

Design Development

Schematic Design Cost Estimation

Fabricator

Author Construction Documents

Perform Facilities Mgmt Analysis

Schematic Design

Architectural Model

4D Modeling

Design Development

Perform Facilities Mgmt Analysis

Program Model

Construction Documents

Perform Sustainability Analysis

Sustainability

Cost Estimation

Create 4D Model

Design Development

Perform Sustainability Analysis

Contractor

Fabricator

Construction Documents

Perform Fabrication Analysis

Schematic Design

Architect

Perform 3D Coordination

Cost 3D Macro Coordination

Design Development

Author Design Development

Cost Estimation

Construction Documents

Create 4D Model

4D Modeling

Author Schematic Design Architect

Fabricator

Design Development

Create 4D Model

Planning

Cost Estimation

Perform 3D Coordination

Schematic Design

Contractor

Perform Cost Estimation

Design Development

Perform 3D Coordination Architect

Construction Documents

Perform Cost Estimation

Structural Model

Structural Model

Structural Model

Structural Model

Civil Model

Civil Model

Civil Model

Civil Model

Construction Documents (WP) 3D Micro Coordination Model

Record Model


47


MRW Facility_Design/Build

48


Construction Estimate

Design/Build Estimate Qty

Craft

Hours Unit

Material

Labor

Equipment

Total

SITE AMENITIES

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) Trailer-mounted M/F double toilet Electric generator rental

2.50

-

-

Mo

-

-

- $!

1,282.43

12.00

-

-

Wk

-

-

- $!

3,917.86

2.50

-

-

Ea

Subtotal

91.00

-

-

5,454.00 $!

5,454.00

756.00

2,590.00

21,690.25 $!

45,236.54

BUILDING

Subtotal $!

45,236.54

Subtotal $!

192,366.24

Subtotal $!

187,450.90

BUILDING HVAC / ELEC / PLUMB etc PROJECT PLANNING and DESIGN Planning

$!

70,000.00

Engineering and Design

$!

110,000.00

Permitting

Footings 18" W x 24" D (0.117 CY per LF)

240.00

B4

Excavate gravel or loose sand (29 CY per hour)

240.00

BackďŹ ll trenches with D-3 crawler dozer

240.00

Trenching with a 1/2 CY utility backhoe 24" x 36" depth, .222 CY per LF (68 LF/Hr)

$!

8,000.00

Subtotal $!

188,000.00

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 CertiďŹ cation

$!

40,000.00

Subtotal $!

370,000.00

101.00

LF

7,756.80

3,448.80

1,144.80 $!

12,350.40

TO

17.28

CY

-

916.80

424.20 $!

1,341.00

OTHER DIRECT and INDIRECT COSTS

B8

19.20

CY

-

657.60

426.62 $!

1,084.22

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� ange 250S125-27 (22 gauge, .49 Lbs./ SF)

840.00

Concrete block wall assemblies 8" thick wall

840.00

B1 M1

68.04

SF

1,999.20

2,167.20

- $!

4,166.40

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

360.00

B1

92.52

LF

5,734.80

2,948.40

- $!

8,683.20

Steel Structural Framing

Pre-Start-Up Inspection

$!

Commissioning

$!

6,000.00

Acceptance Testing

$!

10,000.00

8,000.00

Subtotal $!

24,000.00

Totals $!

1,007,053.68

3.00

F7

98.70

Ea

19,400.40

4,695.00

860.52 $!

24,955.92

Prep concrete oor for Epoxy Coating

3,200.00

PA

147.20

SF

6,496.00

7,328.00

- $!

13,824.00

DESIGN-BUILD PRICE $!

1,007,053.68

Polyurethane epoxy oor system

3,200.00

PA

185.60

SF

13,760.00

9,216.00

- $!

22,976.00

WASHINGTON STATE SALES TAX $!

95,670.10

1,871.32

116,759.10

72,376.60

3,230.54 $!

192,366.24 64,000.00

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

HVAC / ELEC / PLUMB etc - $!

2,571.40

-

- $!

27,360.00

&2*(.

4*,%*.( &1-*3

Ventilation System

1.00

P1

-

-

-

- $!

50,000.00

/4.%"3*/.

Single story plumbing rough-in

1.00

P1

122.00

4,951.26

4,206.00

- $!

9,157.26

Interior ďŹ nishing

1.00

P1

-

-

-

- $!

12,000.00

*.*2)&% .3&1*/1

192.00

RR

/4.%"3*/.

Photovoltaic rooďŹ ng panels, 85 watt Subtotal Totals

50.30

20,369.28

1,992.96

- $!

22,362.24

176.19

27,707.74

6,383.16

0.00 $!

187,450.90

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

*,& 3/.& "2+ 3"13 411"3*/. .%

,//1 523&-

3&&, 314$341& &$) ,&$ ,4 -

/.2314$3*/.

,//1 523&-

!&&+

184.20

-

!&&+

2,387.20

-

!&&+

3.89

-

!&&+

E4

!&&+

1.00 3,200.00

Exposed ďŹ re protection sprinkler system

!&&+

)4123/. /4.35 "6/)/42& /.2314$3*/. $)&%4,& 1&0"*1&% #5 !&&+

- $!

!&++

-

!&&+

-

!&&+

-

!&&+

-

!&&+

Fire alarm and detection systems

3,200.00

!&&+

Complete electrical systems for buildings

!&&+

Subtotal

!&&+

Overhead roll-up doors, Chain hoist operated

COMMISSIONING AND ACCEPTANCE TESTING

3&&, 314$341&

//' &$) ,&$ ,4 .3&1*/1 *.*2)*.(2 4#23".*3", /-0,&3*/. $$&03".$& &23*.( $$&03".$& "3& /4.35 -0,/5&&

/--*2*/.*.(

/3", $)&%4,&

49


80' - 8" 23' - 8" 9' - 10"

30' - 5" 7' - 4"

6' - 2"

39' - 2"

11' - 2"

9' - 3"

11' - 7"

5' - 11"

6' - 10"

10' - 0"

10' - 0"

D E P E N D A B L E Design & Construc tion

10' - 2"

ELECTRICAL

Consultant Address Address Phone Fax e-mail

14' - 10 3/16"

5' - 5 3/16"

LUNCHROOM

Consultant Address Address Phone Fax e-mail

9' - 2"

14' - 10"

8' - 9"

5' - 6"

48' - 2"

5' - 5"

TOILET 5' - 1"

Description

Date

15' - 4"

5' - 4"

No.

23' - 4 31/32"

OFFICE LAB

7' - 5 15/16"

17' - 4"

9' - 9"

5' - 4"

6' - 11"

7' - 6"

53' - 4"

17' - 5"

11' - 4"

Thurston County

5' - 1"

MRW Facility Floor Plan - Level 1

27' - 4" 80' - 8"

Project number Date Drawn by

1

Level 1 1/4" = 1'-0"

Checked by

A101 Scale

50

1 June 7, 2013 Andrew Hansen -

1/4" = 1'-0"

6/10/2013 6:02:07 PM

7' - 5 15/16"

13' - 7 31/32"

2' - 8"

5' - 4"

Consultant Address Address Phone Fax e-mail

STOR

5' - 5 1/2"

STOR

9' - 10"

4' - 5"

35' - 4 3/16"

58' - 2 1/8"

40' - 8 3/16"

9' - 11"

8' - 4 1/2"

H-2 OCCUPANCY

Consultant Address Address Phone Fax e-mail

5' - 0"

MECHANICAL 8' - 0 3/16"

4' - 0 3/16"

Consultant Address Address Phone Fax e-mail


D E P E N D A B L E Design & Construc tion

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

OPEN TO BELOW

OVERHEAD STORAGE

No.

Description

Date

Thurston County

Project number Date Drawn by Checked by

1 June 7, 2013 Andrew Hansen Checker

A102 Scale

1/4" = 1'-0"

6/10/2013 6:02:07 PM

MRW Facility Floor Plan - Level 2

Level 2 1 1/4" = 1'-0"

51


D E P E N D A B L E Design & Construc tion

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

1

Section 1 1/4" = 1'-0"

No.

Description

Date

Thurston County

Project number Date Drawn by Checked by

2

52

Section 2 1/4" = 1'-0"

1 June 7, 2013 Andrew Hansen Checker

A103 Scale

1/4" = 1'-0"

6/10/2013 6:02:12 PM

MRW Facility Sections


D E P E N D A B L E Design & Construc tion

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

No.

Description

Date

Thurston County MRW Facility Cover

Isometric

1 June 7, 2013 Author Checker

Project number Date Drawn by Checked by

A000 Scale

6/10/2013 6:02:04 PM

1

53


D E P E N D A B L E Design & Construc tion

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

1

Elevation - North

No.

Description

Date

Thurston County

Project number Date Drawn by

2

Elevation - South

Checked by

A104 Scale

54

1 June 7, 2013 Andrew Hansen Checker

6/10/2013 6:02:24 PM

MRW Facility Elevations


D E P E N D A B L E Design & Construc tion

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

1

Elevation - East

No.

Description

Date

Thurston County

Project number Date Drawn by Checked by

2

1 June 7, 2013 Andrew Hansen Checker

A105

Elevation - West Scale

6/10/2013 6:02:36 PM

MRW Facility Elevations

55


D E P E N D A B L E Design & Construc tion

12:00 PM

Consultant Address Address Phone Fax e-mail

12:00 PM

E

June 27

7:12 AM

December 22 23

N

Consultant Address Address Phone Fax e-mail

S 4:12 PM 4:00 PM

W

2

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Consultant Address Address Phone Fax e-mail

Solar Study - Winter Solstice

12:00 PM

12:00 PM No.

Description

Date

4:00 PM

December 23

S

Thurston County

7:23 PM

MRW Facility Solar Studies

W

1 June 7, 2013 Author Checker

Project number Date Drawn by

1

Solar Study - Summer Solstice

Checked by

A108 Scale

56

6/10/2013 6:02:52 PM

E

June 4:11 AM27

N


MECHANICAL

H-2 OCCUPANCY

ELECTRICAL

D E P E N D A B L E Design & Construc tion

LUNCHROOM Consultant Address Address Phone Fax e-mail

STORSTOR TOILET

LAB

3

Consultant Address Address Phone Fax e-mail Consultant Address Address Phone Fax e-mail

OFFICE

Consultant Address Address Phone Fax e-mail

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

Passive Ventillation Taking advantage of the stack effect, casing hot air to rise, the shed roof directs the heated air to the highest point of the building, from which it is exhauseted through passive vents

Consultant Address Address Phone Fax e-mail

1

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

Tight Construction The office area, where additional temperature control is desireable, Structurally Insulated Panels (SIPS) provide a "tight" envelope, minimizing air infiltration and unnecessary heat loss or gain. The temperature within this space will stay at a more optimal level with less energy input required.

No.

Description

Date

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

Thermal Mass During the summer months, the interior is mostly shaded. However, during the winter months, the low sun streams through the abundant south facing glazing and falls directly on the exposed concrete floor as well as the CMU wall within the middle of the strcture. These high mass elements absorb the heat from the sun, slowly releasing it throughout the day to mediate the interior temperature fluctuation.

MRW Facility Sustainability Measures 1 June 7, 2013 Author Checker

Project number Date Drawn by Checked by

A109 Scale

As indicated

6/10/2013 6:02:55 PM

2

57


hansen.andrew@icloud.com

702 • 510 • 8661


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