schematic design approval - alaska.edu

10
SCHEMATIC DESIGN APPROVAL Name of Project: UAF Energy Technology Facility Phase 1A (High Bay Test Module and Site Preparation) Location of Project: UAF Fairbanks Campus Project Number: 2009093 ETWP (Phase 1A) Date: February 18, 2010 Project Manager: Cameron Wohlford, Sr. Project Manager SUPPORTING DOCUMENTS 1. One Page Budget 2. Facility Floor Plan and Elevations 3. Facility Site Plan 4. Facility Finance Plan Estimated Total Project Cost: $3,000,000 Approval Required: Chair of F&LMC Prior Approvals/Actions: Formal Project Agreement: 03/12/09 Formal Project Approval: 09/25/09

Upload: others

Post on 21-Mar-2022

7 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: SCHEMATIC DESIGN APPROVAL - alaska.edu

SCHEMATIC DESIGN APPROVAL Name of Project: UAF Energy Technology Facility Phase 1A (High Bay Test Module and Site Preparation) Location of Project: UAF Fairbanks Campus Project Number: 2009093 ETWP (Phase 1A) Date: February 18, 2010 Project Manager: Cameron Wohlford, Sr. Project Manager SUPPORTING DOCUMENTS 1. One Page Budget 2. Facility Floor Plan and Elevations 3. Facility Site Plan 4. Facility Finance Plan

Estimated Total Project Cost: $3,000,000 Approval Required: Chair of F&LMC Prior Approvals/Actions: Formal Project Agreement: 03/12/09 Formal Project Approval: 09/25/09

snkad
Typewritten Text
Total Project Cost, all phases: $29,600,000
Page 2: SCHEMATIC DESIGN APPROVAL - alaska.edu

UAF FACILITIES SERVICES DESIGN AND CONSTRUCTION

UNIVERSITY OF ALASKA 

Project Name:

MAU: UAF

Building: New‐Energy Technology January 25, 2010

Campus:   Fairbanks Wohlford

Project #:   2009093 ETWP TBD

Total GSF Affected by Project: 5,300

PROJECT BUDGET SDA Budget

A. Professional Services

Advance Planning, Program Development $0

Consultant: Design Services     $200,000

Consultant: Construction Phase Services $0

Consul: Extra Services (List:) $0

Site Survey $0

Soils Testing & Engineering $0

Special Inspections $0

Plan Review Fees / Permits $0

Other $0

$200,000

B. Construction

General Construction Contract (s) $2,395,015

Other Contractors (List: Parking Lot, Balancing) $0

Construction Contingency     $143,701

$2,538,716

Construction Cost per GSF $479.00

C. Building Completion Activity

Equipment  $0

Fixtures $0

Furnishings $0

Signage not in construction contract $0

Move‐Out Cost/Temp. Reloc. Costs $0

Move‐In Costs $0

Art $0

Other (List:________________________) $0

OIT Support $0

Maintenance/Operation Support $0

$0

D. Owner Activities & Administrative Cost

Project Planning and Staff Support $123,242

Project Management $123,242

Misc Expenses: Advertising, Printing, Supplies $14,800

$261,284

E.  Total Project Cost $3,000,000

    Total Project Cost per GSF $566.04

F.  Total Appropriation(s) $3,000,000

Owner Activities & Administrative Cost Subtotal

Date:

Prepared By: 

Account No.: 

UAF Energy Technology Facility Phase 1A

Professional Services Subtotal

Construction Subtotal

Building Completion Activity Subtotal

(Phase 1A Only)

Page 3: SCHEMATIC DESIGN APPROVAL - alaska.edu

SSSS

SSSS

SS

SSSSSSSSSSS

SSSSS

SS

SS

SS

SS

S

SSSSSSSS

SSWATERINGMANIFOLD

UAAAAFFSIGN

EDDGGGE OOF AASSSPHAAALTTPAAVEMMMEENT, ((TTTYP.)

CCCCOONNNNCCC. LLIDDTTOOP LIDDD

EEEELEV: 44444599.7''

INV. 18" CMP: 443.7'

ASSUMED ALIGNMENTOF 18" UNDERGGGGROUUUUUNNDDRAINAGE PIPEE

DRROOOOP INLLLETTTTTTTOOOPPP GGRAAATE ELEEV.:

43366.2222'

TREELINE,(TYP.)

BBOOREHOLE"B-1"

STOP SIGN

CATTCCCH CUURBB &&GGGUUTTTERRR,, ((TYP.)

12" DROOPPINLETT. TOP GGRRAATEEELLEV.: 44556.55'

STREET LAAMMMPPP. TTOOPP OFFF CCONCRRR.BASSE ELEVV.: 44557..44'

6-FFOOT-WIIDE CONCCR.SIIDEEWWALKK

SSSTRREEEEETTT LLAMMP. TTOOP OF CCCONCCR.BAAASSE ELLEEVVV.: 446444.3'

"BIKE/PED ONLY"SIGN

SSTREEETT LAAMP. TTOP OOFFFCCOOOONCCR. BBBASEE ELEEVVV.: 4755.1'

STTRRREEET LLLAAMPPP. TTOOP OOFFF COONNCCCRR.BBBAASSSEE ELLEEEEVV.: 44880.1'

2-FFFOOOTT-WWIIDEE AASPHHALT STRRRIPBEETWEEEEN BACCKKK OF CURRRBB AANNDDCONNCCCRR. SSSIIDDDEWWALLKKK

GRAVEL PAD

GRAVEL AACCESS ROAD

AIINNNNN-LLIINNKNNSSTTRRUCTTIOONNNCE

STREEET LAMMP. TOOOOP OOOFF CCCOONNCCCR..BBBAAASSEE ELLLEEV.: 44482.88'

X

YAA

BBOREEHHOLEE"BB-444"

HHHHHHOLE33"

BBOORREEHHOLE"B 2"

BBOORREHOLE""B-5"

CCOONN

COOO

11000.0

'

10.22

'

BOLLARRDDDDDSS

SSS PATHH LLLIGHT, (TTYYPP.))

BOREHOLE"B-6"

EDGE OFFGRAVELL PAD

CHAIN-LINKFENCE

CHAIN-LINKCONSTRUCTIONFENCE

CONCR. UUTTTILIDOOORR LID.TOP LLIIIDDD ELEV.: 470.11''

SSEEWWEERRR MMMMMMAAAAANNHH

SSSS

OOO

SSSSSSSS

L

SS

E

SS

.LID EELEV.: 4777777.222'

((TTTTTTTTYYYYPPPPP.))

CCCAATTCH CUUURB &GUUUTTTTERR, (TTYPP..)

66-FFOOOT-WIDE CONCR.SIDEWALK

±±±44.3'-WWWWIDEEAASPPPH. BIKKKEEE PAATTHHH

TELEPED

STREET LAMMPP. TTTOOPPP OOOOF AAALLLUM.BASE ELEVV.: 444633.2'

STREETTTT LAMP. TOPOF ALUUUUM. BASEEELLEEVV.:: 466.8'

STRREEETTT LAMMMMP. TTOOOPP OFF ALLLUMM.BASSE ELLEV.: 4463.0'

STREET LAMP. TOP OF ALUM.BASE ELEV.: 467.6'

GUARDRAIL

GUARDRAIL

STAND-UP CURB

BBBEGGGINN CCCAATTTCCHHHCUURRBB && GUUTTTTEEER

METALSTAIRS

SSIIDEWWAAAALKK RRAAAAMMMP

BENCH

GATE

"YIELD"SIGN

"NNO RRIGHTTTTTURRRN" SIGGGGNN

LANEDESIGNATIOONN SSIGN

IINNVV 3366" CCCMMPP:: 446699 88'

ASSSSSUUMMEEDD ALLLIGNNMENTTTOOF 36"" UNDEERGGROOUUNDDDDDDDRRAAINAAGGEE PIIPE

FOUND AKRR ROW MON.US SURV. 9070, 1984

CONTOURS IN THIS AREADEPICT GROUND UNDENEATH

BRIDGE

EDGGEEEEE GGRAVEEELLLDRRRIIIVVVVVEEWAY

UNDEERRGGROOOOUUNNDD PPIPPEDIA. AANND ALIIIGGGGGGNNNMMEEEEEENNTTT

UUNKKNOOOWWNN

IINNVVVVV. 188888888" CCMP: 453.2'

SIDEWWWWALK RAMMPSSSTTOOPPP SSIIGGN

(TRACKSCONTINUE)

INV. 24" CM

GGGRAVVVEEL

PPPAATTHH

GRAVEL PATH

GGRRAVE

L PATH

TREELLLINE,(TTYPP.))

TREELINE,(TYP.)

CHHAINN-LINKKCOOONSSTTRRUUCTIOONN

FFENNCE

GRAVEL ACCESS ROAD

BRIDGE DECK

CM

438

438

438

438

438

IN

438

442

442

442

442

442

442

444

444

444

444

444

444

446

446

446

446

446

446

446

448

448

448

448

448

448

448

448

T

448 452

452

452

452

452

452

452

452

452

452

452

452

PS

45

4

454

45

4

454

454

454

454

454

454

454

454

454

TE

, 1984456

456

456

45555666

456

456

456

456

455556

456

456

456

456

PE

R ROSUR

444444455556

4456

BO

88888

458

4458

458

458

4588

458

458888

458

458

458

458

458 458

F

RO

44444444588888

44588

44558888

4588

4444444555555888

458

DA

LEV

444466622

462

462

462

44662

462

462

4662

462

462

462

462

462

462

462

462

X

462

462

4666222

.

A

P3 0

462

462

46644

464

4446444

464

444464

464

464

464

446644

464

46

4

N

N

4644

4666644

466

466

4666

466666

466

466

446666

466

44466

466

"

466 466

G

468

4444444688

468

466688

468

4666688

468

CC

447222

477222

44777777777777722

4722222

472

472

472

44722

472

4472

4774444

474

474

474

44477777744

GNAESIG

SS44444

447744

4474

4476

476

476

476

476

SIGN

478

478

478

478

PA

448822

44822

440 440000

440

440

440

4

440

440

440

450

450

450

450450

450

450

450

450

450

450

LB

460

460

4660

460

460

444460

460

460

460

460

460

460

460

L7

E

44666000000

460

4460

46600

4444600

44444466 0

46600

460

4466600

4460

CCOTO

V: 44

TO6

GD

OF 18 RGGROUU47700

470

447700

4444770

470

470

470

4444700

69 8

ONT

480

480

4480)

STAIRS

TANANA LOOP

ALUMNI DRIVE

ENGINEHEATEROUTLET,TYP

STEELBOLLARD,TYP

SERVICE YARD

SUBSTATION (N.I.C)

FIRE STATION

PERCIVIL

CONNECT TOEXISTING PATH

SCALE:1

A1.01 1/32" = 1'-0"

A1.01

SITE PLAN

File

: Z:\S

EA\P

roje

cts\

4034

0.01

\cad

\She

ets\

A1.0

1.dw

gPl

otte

d:12

/23/

09 a

t 3:0

8pm

By:

elle

n.ca

mpb

ell

XREF

s:tb

-24x

36.d

wg s

p-01

.dwg

fp-0

1.dw

g sp

.dwg

gr-t

m.d

wg g

r-bl.d

wg g

r-dc.

dwg

MCP

-01.

dwg

Checked By:

Drawing No.

Drawn By:

Job No:

Date:

Drawing Title

15% Design

S40340.01

Fairbanks, Alaska

Energy TechnologyUniversity of Alaska Fairbanks

12-23-2009

Consultants

925 Fourth Avenue, Suite 2400, Seattle, WA 98104T 206 623 9414, F 206 623 7828, www.zgf.com

Facility

ARCHITECTS AND PLANNERS

2600 DENALI STREET SUITE 710 ANCHORAGE, ALASKA 99503 {907} 561-5780212 FRONT STREET FAIRBANKS, ALASKA 99701 {907} 456-5780

WWW. BETTISWORTHNORTH.COM

ENGINEERINGSTRUCTURALCIVILMECHANICALELECTRICAL

PDC Engineers, Inc2700 Gambell StreetSuite 500Anchorage, Alaska 9950

LAB CONSULTANTX-nth5670 Oberlin DriveSan Diego, California 92121

Revisions

Stamp

15% Design 12-23-2009

Phase 1A

Page 4: SCHEMATIC DESIGN APPROVAL - alaska.edu

DIESELTEST

MODULE

PREFAB FUELSTORAGE SHED

WIND/DIESELTEST

MODULE

BATTERYRESEARCH

TESTMODULE

BIOMASSTEST

MODULE

FUEL ANALYSIS COAL RESEARCH

COLD

OIL AND GASHYDROKINETICS

FREEZE

RECEIVING

FISCAL

ADMIN

SHOP

MECHANICAL

GENERALAPPLICATIONSELEC

STORAGE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

SMALL CONF

RECEP/DOC.

MANAGER

OFFICE

ARCHIVESTORAGE

ACTIVESTORAGE

MEN

WOMEN

ADMIN

OFFICE

OFFICE

OFFICE

DIRECTOR

OFFICE

LARGECONFERENCE

LOBBY

DISPLAY/ INTERACTIONTELE

STOR

Jan

DIRECTOR

OFFICE

VEST

VEST

UP

UP

UP

UP

ELECTRICAL

STORAGE

BREAK

GRADDIESELTEST

MODULE

PREFAB FUELSTORAGE SHED

WIND/DIESELTEST

MODULE

BATTERYRESEARCH

TESTMODULE

BIOMASSTEST

MODULE

FUEL ANALYSIS COAL RESEARCH

COLD

OIL AND GASHYDROKINETICS

FREEZE

RECEIVING

FISCAL

ADMIN

SHOP

MECHANICAL

GENERALAPPLICATIONSELEC

STORAGE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

SMALL CONF

RECEP/DOC.

MANAGER

OFFICE

ARCHIVESTORAGE

ACTIVESTORAGE

MEN

WOMEN

ADMIN

OFFICE

OFFICE

OFFICE

DIRECTOR

OFFICE

LARGECONFERENCE

LOBBY

DISPLAY/ INTERACTIONTELE

STOR

Jan

DIRECTOR

OFFICE

VEST

VEST

UP

UP

UP

UP

ELECTRICAL

STORAGE

BREAK

GRAD

40'-6"

30'-6

"

30'-0

"

30'-0

"

30'-6

"12

1'-0"

28'-0"

32'-0"60'-0"

13'-0"30'-0"

31'-3"

25'-3"

99'-6"

21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 31'-6"

157'-6"

30'-0

"8'

-0"

30'-0

"

68'-0

"

28'-0" 32'-0"

60'-0"

13'-0

"25

'-9"

25'-9

"30

'-0"

8'-0

"30

'-0"

132'

-6"

4'-6

"

40'-6"

30'-6

"

30'-0

"

30'-0

"

30'-6

"12

1'-0"

28'-0"

32'-0"60'-0"

13'-0"30'-0"

31'-3"

25'-3"

99'-6"

21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 31'-6"

157'-6"

30'-0

"8'

-0"

30'-0

"

28'-0" 32'-0"

60'-0"

13'-0

"25

'-9"

25'-9

"30

'-0"

8'-0

"30

'-0"

132'

-6"

4'-6

"

1

A3.03

3

A3.03

1

A3.03

3

A3.03

4

A3.03

4

A3.03

5

A3.03

5

A3.03

3A3.03

3A3.03

3

A3.01

2

A3.01

1

A3.01

1

A3.02

5A3.02

4A3.02

3A3.02

2A3.02

1

A3.03

3

A3.03

1

A3.03

3

A3.03

4

A3.03

4

A3.03

5

A3.03

5

A3.03

3A3.03

3A3.0

3

A3.01

2

A3.01

1

A3.01

1

A3.02

5A3.02

4A3.02

3A3.02

2A3.02

SCALE:1

A2.01 1/16" = 1'-0"

A2.01

FIRST FLOOR PLAN

File

: Z:\S

EA\P

roje

cts\

4034

0.01

\cad

\She

ets\

A2.0

1.dw

gPl

otte

d:12

/23/

09 a

t 2:5

3pm

By:

elle

n.ca

mpb

ell

XREF

s:tb

-24x

36.d

wg fp

-01.

dwg

gr-tm

.dwg

gr-b

l.dwg

gr-d

c.dw

g M

CP-0

1.dw

g sp

-01.

dwg

Checked By:

Drawing No.

Drawn By:

Job No:

Date:

Drawing Title

15% Design

S40340.01

Fairbanks, Alaska

Energy TechnologyUniversity of Alaska Fairbanks

12-23-2009

Consultants

925 Fourth Avenue, Suite 2400, Seattle, WA 98104T 206 623 9414, F 206 623 7828, www.zgf.com

Facility

ARCHITECTS AND PLANNERS

2600 DENALI STREET SUITE 710 ANCHORAGE, ALASKA 99503 {907} 561-5780212 FRONT STREET FAIRBANKS, ALASKA 99701 {907} 456-5780

WWW. BETTISWORTHNORTH.COM

ENGINEERINGSTRUCTURALCIVILMECHANICALELECTRICAL

PDC Engineers, Inc2700 Gambell StreetSuite 500Anchorage, Alaska 9950

LAB CONSULTANTX-nth5670 Oberlin DriveSan Diego, California 92121

Revisions

Stamp

15% Design 12-23-2009

Phase 1A

Page 5: SCHEMATIC DESIGN APPROVAL - alaska.edu

SKK

-2

DN

DN

INSTRUMENT

NEWTECHNOLOGIES

STOR

SMALL CONF

INDIVIDUALRESEARCH

INDIVIDUALRESEARCH MECHANICAL

TECH

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

MEN

WOMEN

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

DRAFTING

ENGINEERING

CHASE

TELE

STOR

CHASE

BREAK

OFFICE

OFFICE

OFFICE

LARGECONFERENCE

SERV

OPEN

OPEN

OPEN CHASE

DNUP

INTERACTION

OFFICE

OFFICE

OFFICE

UP

VEST

DN

ROOF

BREAK

GRAD

VESTIBULEBELOW

ROOF

ENTRY

ROOFABOVE

SLOPE

40'-6"

30'-6

"

30'-0

"

30'-0

"

30'-6

"12

1'-0"

28'-0"

32'-0"60'-0"

13'-0"30'-0"

31'-3"

25'-3"

99'-6"

21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 31'-6"

157'-6"

30'-0

"8'

-0"

30'-0

"

68'-0

"

28'-0" 32'-0"

60'-0"

13'-0

"25

'-9"

25'-9

"30

'-0"

8'-0

"30

'-0"

132'

-6"

4'-6

"

1

A3.03

3

A3.03

4

A3.03

5

A3.03

3

A3.01

2

A3.01

1

A3.01

1

A3.02

1

A3.03

3

A3.03

4

A3.03

5

A3.03

SCALE:1

A2.02 1/16" = 1'-0"

A2.02

SECOND FLOOR PLAN

File

: Z:\S

EA\P

roje

cts\

4034

0.01

\cad

\She

ets\

A2.0

2.dw

gPl

otte

d:12

/23/

09 a

t 2:5

3pm

By:

elle

n.ca

mpb

ell

XREF

s:tb

-24x

36.d

wg fp

-02.

dwg

gr-tm

.dwg

gr-b

l.dwg

gr-d

c.dw

g m

cp-0

2.dw

g sp

-01.

dwg

fp-0

1.dw

g M

CP-0

1.dw

g

Checked By:

Drawing No.

Drawn By:

Job No:

Date:

Drawing Title

15% Design

S40340.01

Fairbanks, Alaska

Energy TechnologyUniversity of Alaska Fairbanks

12-23-2009

Consultants

925 Fourth Avenue, Suite 2400, Seattle, WA 98104T 206 623 9414, F 206 623 7828, www.zgf.com

Facility

ARCHITECTS AND PLANNERS

2600 DENALI STREET SUITE 710 ANCHORAGE, ALASKA 99503 {907} 561-5780212 FRONT STREET FAIRBANKS, ALASKA 99701 {907} 456-5780

WWW. BETTISWORTHNORTH.COM

ENGINEERINGSTRUCTURALCIVILMECHANICALELECTRICAL

PDC Engineers, Inc2700 Gambell StreetSuite 500Anchorage, Alaska 9950

LAB CONSULTANTX-nth5670 Oberlin DriveSan Diego, California 92121

Revisions

Stamp

15% Design 12-23-2009

Phase 1A

Page 6: SCHEMATIC DESIGN APPROVAL - alaska.edu

MECHANICAL

MECHANICAL

OPEN

DN

SHAFTBELOW

SHAFTBELOW

DN

ROOFDECK LIVING ROOF

LIVING ROOF

LIVING ROOF

LIVING ROOF

EXHAUSTSTACKS

VESTIBULEBELOW

ROOFABOVE

28'-0"

32'-0"60'-0"

13

'-0"

30

'-0"

31

'-3"

25

'-3"

99

'-6"

21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 31'-6"

157'-6"

30

'-0

"8

'-0

"3

0'-

0"

68

'-0

"

28'-0" 32'-0"

60'-0"

13

'-0

"2

5'-

9"

25

'-9

"3

0'-

0"

8'-

0"

30

'-0

"

13

2'-

6"

4'-

6"

28'-0"

32'-0"60'-0"

25'-3"

21'-0" 21'-0" 21'-0" 31'-6"

30'-0

"8'

-0"

28'-0" 32'-0"

4'-6

"

1

A3.03

3

A3.03

4

A3.03

5

A3.03

3

A3.01

2

A3.01

1

A3.01

1

A3.02

1

A3.03

3

A3.03

4

A3.03

5

A3.03

SCALE:1

A2.03 1/16" = 1'-0"

SCALE:2

A2.03 1/16" = 1'-0"

A2.03

ROOF PLANUPPER ROOF PLAN

File

: Z:\S

EA\P

roje

cts\

4034

0.01

\cad

\She

ets\

A2.0

3.dw

gPl

otte

d:12

/23/

09 a

t 2:5

3pm

By:

elle

n.ca

mpb

ell

XREF

s:tb

-24x

36.d

wg fp

-03.

dwg

gr-d

c.dw

g gr

-bl.d

wg fp

-04.

dwg

mcp

-03.

dwg

mcp

-04.

dwg

Checked By:

Drawing No.

Drawn By:

Job No:

Date:

Drawing Title

15% Design

S40340.01

Fairbanks, Alaska

Energy TechnologyUniversity of Alaska Fairbanks

12-23-2009

Consultants

925 Fourth Avenue, Suite 2400, Seattle, WA 98104T 206 623 9414, F 206 623 7828, www.zgf.com

Facility

ARCHITECTS AND PLANNERS

2600 DENALI STREET SUITE 710 ANCHORAGE, ALASKA 99503 {907} 561-5780212 FRONT STREET FAIRBANKS, ALASKA 99701 {907} 456-5780

WWW. BETTISWORTHNORTH.COM

ENGINEERINGSTRUCTURALCIVILMECHANICALELECTRICAL

PDC Engineers, Inc2700 Gambell StreetSuite 500Anchorage, Alaska 9950

LAB CONSULTANTX-nth5670 Oberlin DriveSan Diego, California 92121

Revisions

Stamp

15% Design 12-23-2009

Page 7: SCHEMATIC DESIGN APPROVAL - alaska.edu

SCALE:1

A3.01 1/16" = 1'-0"

SCALE:2

A3.01 1/16" = 1'-0"

SCALE:3

A3.01 1/16" = 1'-0"

ARCH. LOUVERS

SPANDREL GLASS

VISION GLASS

FRITTED GLASS

METAL PANEL SPANDREL

METAL PANEL

SS. FUME EXHAUST STACKS

CHANNEL GLASS

VISION GLASS

SPANDREL GLASS

METAL PANEL

ARCH. LOUVERS

SPANDREL GLASS

VISION GLASS

FRITTED GLASS

METAL PANEL SPANDREL

METAL PANEL

CHANNEL GLASS

VISION GLASS

FRITTED GLASS

METAL PANEL SPANDREL

METAL PANEL

SS. FUME EXHAUST STACKS

CHANNEL GLASS

VISION GLASS

SPANDREL GLASS

METAL PANEL

INSULATED SECTIONAL DOOR

CHANNEL GLASS

SPANDREL GLASS

VISION GLASS

FRITTED GLASS

METAL PANEL SPANDREL

METAL PANEL

WINDOW SURROUND

16'-0

"16

'-0"

16'-0

"

SECOND FLOOREL. +486'-0"

FIRST FLOOREL. +470'-0"

ROOFEL. +502'-0"

PENTHOUSEEL. +518'-0"

SECOND FLOOREL. +486'-0"

FIRST FLOOREL. +470'-0"

ROOFEL. +502'-0"

PENTHOUSEEL. +518'-0"

SECOND FLOOREL. +486'-0"

FIRST FLOOREL. +470'-0"

ROOFEL. +502'-0"

PENTHOUSEEL. +518'-0"

OBLIQUEELEVATION

OBLIQUE ELEVATION OBLIQUE ELEVATION

OBLIQUE ELEVATIONOBLIQUEELEVATION

A3.01

EXTERIOR ELEVATIONS

File

: Z:\S

EA\P

roje

cts\

4034

0.01

\cad

\She

ets\

A3.0

1.dw

gPl

otte

d:12

/23/

09 a

t 3:0

4pm

By:

elle

n.ca

mpb

ell

XREF

s:tb

-24x

36.d

wg e

l.dwg

mcp

-el.d

wg

Checked By:

Drawing No.

Drawn By:

Job No:

Date:

Drawing Title

15% Design

S40340.01

Fairbanks, Alaska

Energy TechnologyUniversity of Alaska Fairbanks

12-23-2009

Consultants

925 Fourth Avenue, Suite 2400, Seattle, WA 98104T 206 623 9414, F 206 623 7828, www.zgf.com

Facility

ARCHITECTS AND PLANNERS

2600 DENALI STREET SUITE 710 ANCHORAGE, ALASKA 99503 {907} 561-5780212 FRONT STREET FAIRBANKS, ALASKA 99701 {907} 456-5780

WWW. BETTISWORTHNORTH.COM

ENGINEERINGSTRUCTURALCIVILMECHANICALELECTRICAL

PDC Engineers, Inc2700 Gambell StreetSuite 500Anchorage, Alaska 9950

LAB CONSULTANTX-nth5670 Oberlin DriveSan Diego, California 92121

Revisions

Stamp

15% Design 12-23-2009

Page 8: SCHEMATIC DESIGN APPROVAL - alaska.edu

SCALE:1

A3.02 1/16" = 1'-0"

SCALE:2

A3.02 1/16" = 1'-0"

SCALE:3

A3.02 1/16" = 1'-0"SCALE:4

A3.02 1/16" = 1'-0"

SCALE:5

A3.02 1/16" = 1'-0"

CHANNEL GLASS

VISION GLASS

METAL PANEL

WINDOW SURROUND

CHANNEL GLASS

VISION GLASS

FRITTED GLASS

METAL PANEL SPANDREL

METAL PANEL

WINDOW SURROUND

VISION GLASS

METAL PANEL

INSULATED SECTIONAL DOOR

SLOPE: 1/2" PER FOOT

16'-0

"16

'-0"

16'-0

"22

'-3"

20'-6

"

SECOND FLOOREL. +486'-0"

FIRST FLOOREL. +470'-0"

ROOFEL. +502'-0"

PENTHOUSEEL. +518'-0"

FIRST FLOOREL. +470'-0"

OBLIQUE ELEVATIONOBLIQUEELEVATION

A3.02

EXTERIOR ELEVATIONS

File

: Z:\S

EA\P

roje

cts\

4034

0.01

\cad

\She

ets\

A3.0

2.dw

gPl

otte

d:12

/23/

09 a

t 3:0

4pm

By:

elle

n.ca

mpb

ell

XREF

s:tb

-24x

36.d

wg e

l.dwg

mcp

-el.d

wg

Checked By:

Drawing No.

Drawn By:

Job No:

Date:

Drawing Title

15% Design

S40340.01

Fairbanks, Alaska

Energy TechnologyUniversity of Alaska Fairbanks

12-23-2009

Consultants

925 Fourth Avenue, Suite 2400, Seattle, WA 98104T 206 623 9414, F 206 623 7828, www.zgf.com

Facility

ARCHITECTS AND PLANNERS

2600 DENALI STREET SUITE 710 ANCHORAGE, ALASKA 99503 {907} 561-5780212 FRONT STREET FAIRBANKS, ALASKA 99701 {907} 456-5780

WWW. BETTISWORTHNORTH.COM

ENGINEERINGSTRUCTURALCIVILMECHANICALELECTRICAL

PDC Engineers, Inc2700 Gambell StreetSuite 500Anchorage, Alaska 9950

LAB CONSULTANTX-nth5670 Oberlin DriveSan Diego, California 92121

Revisions

Stamp

15% Design 12-23-2009Phase 1A

Page 9: SCHEMATIC DESIGN APPROVAL - alaska.edu

INDIV. RESEARCH INDIV. RESEARCH

GEN. APPLICATIONSFUEL ANALYSIS

INTERACTION LOBBY

INTERACTION

TELE

TELE

GENERAL APPLICATIONSCOLDRECEIVINGSHOP

NEW TECH INDIVIDUAL RESEARCH

FISCAL ADMIN RECEPTION CORRIDOR GRAD

BREAK DRAFTING ENGINEERING CORRIDOR LARGECONFERENCE

MECHANICAL

GRAD

LOBBY INTERACTION CORRIDOR

INTERACTION CORRIDORENTRY

TEST LAB

SCALE:1

A3.03 1/16" = 1'-0"

SCALE:3

A3.03 1/16" = 1'-0"

SCALE:4

A3.03 1/16" = 1'-0"

SCALE:2

A3.03 1/16" = 1'-0"

SCALE:5

A3.03 1/16" = 1'-0"

16'-0

"16

'-0"

16'-0

"

20'-6

"

22'-3

"

SECOND FLOOREL. +486'-0"

FIRST FLOOREL. +470'-0"

ROOFEL. +502'-0"

PENTHOUSEEL. +518'-0"

SECOND FLOOREL. +486'-0"

FIRST FLOOREL. +470'-0"

ROOFEL. +502'-0"

PENTHOUSEEL. +518'-0"

SECOND FLOOREL. +486'-0"

FIRST FLOOREL. +470'-0"

ROOFEL. +502'-0"

PENTHOUSEEL. +518'-0"

SECOND FLOOREL. +486'-0"

FIRST FLOOREL. +470'-0"

ROOFEL. +502'-0"

PENTHOUSEEL. +518'-0"

FIRST FLOOREL. +470'-0"

A3.03

BUILDING SECTIONS

File

: Z:\S

EA\P

roje

cts\

4034

0.01

\cad

\She

ets\

A3.0

3.dw

gPl

otte

d:12

/23/

09 a

t 3:0

6pm

By:

elle

n.ca

mpb

ell

XREF

s:tb

-24x

36.d

wg b

s.dw

g m

cp-b

s.dw

g

Checked By:

Drawing No.

Drawn By:

Job No:

Date:

Drawing Title

15% Design

S40340.01

Fairbanks, Alaska

Energy TechnologyUniversity of Alaska Fairbanks

12-23-2009

Consultants

925 Fourth Avenue, Suite 2400, Seattle, WA 98104T 206 623 9414, F 206 623 7828, www.zgf.com

Facility

ARCHITECTS AND PLANNERS

2600 DENALI STREET SUITE 710 ANCHORAGE, ALASKA 99503 {907} 561-5780212 FRONT STREET FAIRBANKS, ALASKA 99701 {907} 456-5780

WWW. BETTISWORTHNORTH.COM

ENGINEERINGSTRUCTURALCIVILMECHANICALELECTRICAL

PDC Engineers, Inc2700 Gambell StreetSuite 500Anchorage, Alaska 9950

LAB CONSULTANTX-nth5670 Oberlin DriveSan Diego, California 92121

Revisions

Stamp

15% Design 12-23-2009

Page 10: SCHEMATIC DESIGN APPROVAL - alaska.edu

Energy Technology FacilityDraft Finance Plan

Revised January 2010

FY09 FY10 FY11 FY12 FY13 FY14 FY15 FY16 FY17 FY18

F&A Trend w/ Additional Facilities

Grant & Contract Restricted Research Expenditures $107,847.0 $111,082.4 $114,414.9 $117,847.3 $121,382.7 $125,024.2 $128,775.0 $132,638.2 $136,617.4 $140,715.9

Total F&A (Account Code 7811) $25,870.6 $26,659.8 $27,459.6 $28,047.7 $28,889.1 $29,755.8 $30,648.4 $31,567.9 $32,514.9 $33,490.4

Effective Rate 24.2% 24.0% 24.0% 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% 23.8% Net Increase from FY09 $0.0 $789.1 $1,588.9 $2,177.0 $3,018.5 $3,885.1 $4,777.8 $5,697.3 $6,644.3 $7,619.7

Energy Facility - Construction Costs w/ Debt Service Capital DebtPhase 1A: High Bay Test Modules w/ Working Capital Loan $3,000.0 $106.0 $150.0 - - - - - -

Phase 1B: University w/ Payoff on Working Capital Loan $15,300.0 $0.0 $612.0 $1,224.0 $1,224.0 $1,224.0 $1,224.0 $1,224.0

State $15,300,000 - - - - - - - Sub-Total: Debt Service on New Debt Financing $106.0 $150.0 $612.0 $1,224.0 $1,224.0 $1,224.0 $1,224.0 $1,224.0

Debt Service Financing

DD&C Current Lease Funds $187.4 $193.0 $198.8 $204.8 $210.9

INE ICR for Phase I, then ICR on Research Growth $106.0 $150.0 $240.2 $480.4 $494.8 $509.7 $525.0 $540.7

Other Research Growth Contribution $371.8 $556.2 $536.1 $515.5 $494.3 $472.4

Percentage of Overall F&A 1.3% 1.9% 1.7% 1.6% 1.5% 1.4% Total University Debt Service Funding $106.0 $150.0 $612.0 $1,224.0 $1,224.0 $1,224.0 $1,224.0 $1,224.0

Energy Facility Operations - M&O Costs

Utilities $31.5 $47.0 $290.4 $299.1 $308.1 $317.3 $326.8Custodial $12.9 $19.2 $118.6 $122.1 $125.8 $129.6 $133.5Trash/Grounds $2.8 $4.1 $25.4 $26.1 $26.9 $27.7 $28.6 Total M&O Costs $70.3 $434.3 $447.4 $460.8 $474.6 $488.8

University @ 50% $35.1 $217.2 $223.7 $230.4 $237.3 $244.4

State @ 50% $35.1 $217.2 $223.7 $230.4 $237.3 $244.4 Total M&O Funding $70.3 $434.3 $447.4 $460.8 $474.6 $488.8

Energy Facility - M&R Costs (1.5% Value Formula)

Univeristy @ 50% $44.4 $88.8 $133.2 $177.6 $222.0 $222.0

State @ 50% $44.4 $88.8 $133.2 $177.6 $222.0 $222.0 Total M&R Funding (Annual steps over 5 years) $88.8 $177.6 $266.4 $355.2 $444.0 $444.0

Total Funding

University Subtotal $106.0 $150.0 $691.5 $1,530.0 $1,580.9 $1,632.0 $1,683.3 $1,690.4

State Subtotal $0.0 $0.0 $79.5 $306.0 $356.9 $408.0 $459.3 $466.4 Total Operating $106.0 $150.0 $771.1 $1,835.9 $1,937.8 $2,040.0 $2,142.6 $2,156.8

Required Activity Levels

INE Research Growth (MTDC) for Debt $0.0 $0.0 $1,700.0 $3,400.0 $3,502.0 $3,607.1 $3,715.3 $3,826.7

Overall Campus Research Growth for Debt $0.0 $0.0 $789.4 $1,180.8 $1,138.3 $1,094.5 $1,049.4 $1,002.9 Additional Research Activity to meet UA operating $0.0 $0.0 $168.9 $649.6 $757.7 $866.2 $975.2 $990.3

Additional Funded Research Activity Required $0.0 $0.0 $2,658.2 $5,230.5 $5,398.0 $5,567.8 $5,739.8 $5,819.9

Additional Notes:Facility Value $29,600,000 F&A Rate through FY10 45.1% Phase I construction May 2010 through April 2011Annual debt service per $1 million project cost $80,000 F&A Rate beginning FY 47.1% Phase II construction July 2011 through April 2013Existing Facilities Research Growth Rate 3.0% INE Research Growth Ra 3.0% Occupancy May 2013Overall Growth Rate 3.0% DD&C Rent Growth Rat 3.0% All working capital loan interest paid in FY2011Working Capital Loan interest rate 5.0% Bond issue July 1, 2011 Working capital draw @ $250K per month through construction

University of Alaska Fairbanks Printed:1/26/2010