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
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
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