CHARNELTON ST OLIVE ST WILLAMETTE ST LINCOLN ST E …pages.uoregon.edu/moxoby/942Olive/942 Olive...

ABBREVIATIONS & COMMON SYMBOLS

FIXED WINDOW

HOLLOW CORE

GYPSUM WALLBOARD

HARDWARE

GALVANIZED

FACE OF CONCRETE

FIRE RETARDANT TREATED

ROOM, ROOMS

REFRIGERATOR

RISER, RADIUS

REINFORCING BAR

QUARRY TILE

NOT APPLICABLE

NOT TO SCALE

PLASTER, PLATE

PLASTIC LAMINATE

OUTSIDE DIMENSION

MASONRY OPENING

ON CENTER

NOT IN CONTRACT

HOT WATER

INSIDE DIMENSION

HOT WATER TANK

INSULATION

HOLLOW METAL

HORIZONTAL

LIVING ROOM

LONG, LINE

NO, #DOWNSPOUTDS NUMBER

PLYWD PLYWOOD

FACE OF FRAMING

INSTALLED BY CONTRACTOR

FURNISHED BY OWNER,

INSTALLED BY OWNER

FURNISHED BY OWNER,

F.O.I.O.

F.O.I.C.

F.O.

F.O.F.

FACE OF

REV

RM, RMS

REVISION

REF

R

Q TILE

REBAR

FIRE EXTINGUISHER CABINETFEC

FIN.

FL

EXT

FINISH

FLOOR

EXTERIOR

ELEV

DWG

EA

(E)

EACH

DRAWING

EXISTING

ELEVATION

OPP OPPOSITE

PT(D)

P LAM

PL

PAINT(ED)

NOM

OC

OD

NTS

NOMINAL

MAXCVG CLEAR VERTICAL GRAIN MAXIMUM

DINING ROOM, DOOR

DRINKING FOUNTAIN

DIMENSIONDIM

DR

DO

DN

DITTO

DOWN

CW

DIA

DF

DTL DETAIL

COLD WATER

DIAMETER

NAT

N/A

NIC

NATURAL

MIN

MECH

MUL

M.O.

MINIMUM

MULLION

MECHANICAL

CENTER TO CENTER

CONCRETECONC

C TO C

CONT

COR CORRIDOR

CONTINUOUS

CON

CLO

CLG

CL

CLOSET

CEILING

CONSTRUCTION

CENTER LINE

LR

MATL MATERIAL

MARBLE

LIGHT

MAR

LT

INTERIOR

KITCHEN

LAVATORY

INT

L

LAV

KIT

CUBIC FEET PER MINUTE

CARPETCPT

C TILE

CEM

CFM

CMU

CEMENT

CONCRETE BLOCK

CERAMIC TILE

AVG

BR

B.O.

BLKG

AVERAGE

BRICK, BEDROOM

BOTTOM OF

BLOCKING

HEIGHTHT

HW

ID

INSUL

HWT

HDWE

HC

HOR

HM

ABOVE FINISHED FLOOR

ACOUSTICAL CEILING TILEACT

ADJ

AFF

ARCH

AL

ADJACENT

ARCHITECTURAL

ALUMINUM

AC TILE

ABV ABOVE

ACOUSTICAL TILE

FX

GAUGE

GLASS

GA

GWB

GL

GALV

FRT

F.O.C.

VCT

WDW WINDOW

WROUGHT IRON

WATERPROOF

WI

WP

VENT TO OUTSIDE

WOOD

WATER CLOSET

WASHER/DRYER

VERTICAL

WD

WC

W/D

W

VTOS

VERT

WIDTH

TILE

THRESH THRESHOLD

TOP OF WALL

OTHERWISE

UNLESS NOTED

UNFINISHED

TIGHT KNOT

UNFIN

U.N.O.

UR URINAL

TK

T.O.

TYP

T.O.W.

TYPICAL

TOP OF

TREAD, THICKNESS

TEMPERED GLASS

SHEET VINYL

STORAGE

STAIRWAY

SUSPENDED

STRUCTURAL

SUSP

SV

TEMP

ST

STOR

STRUC

SRWY

STEEL

SECTION

SLIDER WINDOW

SQUARE FEET

SPECIFICATIONS

SLAB ON GRADE

SLIDING GLASS DOOR

SHOWERSHWR

SF

SL

SPECS

S.O.G.

SEC

SHT

SGD

SHEET

ROUGH OPENING

RIGHT OF WAY

SHELF AND ROD

STAIN & VARNISH

SCHEDULE

SOLID CORE

ROUGH SAWNRS

S&R

SC

S&V

SCHED

R.O.

ROW

VINYL COMPOSTITION

FURNISHED BY CONTRACTOR,

INSTALLED BY CONTRACTOR

F.C.I.C.

RES RESILIENT FLOORING

VERIFY IN FIELDV.I.F.

W/ WITH

SIMILARSIM

T

(OFCI)

MTD MOUNTED

ELEC ELECTRIC(AL)

D/W DISHWASHER

REQUIREDREQ'D

ANGLE

DIAMETER

E 8th AVE

E BROADWAY

E 10th AVE

E 10th AVE

WILLA

ME

TT

E S

T

OLIV

E S

T

CH

AR

NE

LT

ON

S

T

PROJECT

SITE

LIN

CO

LN

S

T

DOWNTOWN EUGENE (97403)

3'-0" MIN

12" MIN

TP

1'-6"

17"-19"

33"-36"

15"-48"

4'-0"

17" MIN

19" MAX

27" M

IN

2'-10" M

AX

.

3'-4"

3'-6"

29" M

IN

9" M

IN

17" MIN

8" MIN

MIRROR

DISPENSER/

DRYER/

PTD

48" M

AX

SCD

LAVATORY

DISPENSERS AND

WASTE RECEPTACLES

INSULATE

HOT WATER

AND DRAIN

CLEAR

SPACE

60" M

IN

4" M

IN

12" MAX 42" MIN

TP

1'-6"

60" M

IN

6" M

AX

36" M

IN

12" MAX

56" MIN WALL-MTD

59"MIN FLR-MTD

WALL HUNG URINAL

48" M

AX

54" MIN

7"-9"

MIN

.

1'-3"

MA

X. 4'-0"

ELEC/LIGHTING CONTROLS

ELEC RECEPTACLES,

(EXCEPT FOR

DEDICATED USE)

SD

ROBE

/COAT

HOOK

MAX 46" WHEN OVER A 24"

MAX OBSTRUCTION

LIGHTING OR

ENVIRONMENTAL

CONTROLS

39-41"

18"

39-41"

PLAN

PLAN

ELEVATION

SECTION

TOILET ACCESSORY ABBREVIATIONS:

SD

PTD

SCD

TP

SOAP DISPENSER

PAPER TOWEL DISPENSER

SEAT COVER DISPENSER

TOILET PAPER DISPENSER

NOT TO SCALE

TYPICAL MOUNTING HEIGHTS

TO THE RIM OF THE SINK

OR COUNTERTOP,

WHICHEVER IS GREATER

2'-6"

ELEVATION

ELEVATION ELEVATION

33"-36"

18" M

IN

17" M

AX

9" M

IN

TOILET

ELEVATION

COVER

G1.0

OWNER:

STRUCTURAL

ENGINEER:

ARCHITECT:

UNIVERSITY OF OREGON

CAMPUS PLANNING, DESIGN & CONSTRUCTION

1276 UNIVERSITY OF OREGON

EUGENE, OR 97403

TEL (541) 346-5880

FAX (541) 346-6197

CONTACT: MARTINA OXOBY

EMAIL: [email protected]

MERRYMAN BARNES ARCHITECTS, INC.

12131 N.W. HOYT ST. SUITE #403

PORTLAND, OREGON 97209

TEL (503) 222-3753

FAX (503) 295-6718

CONTACT: NANCY MERRYMAN


BUILDING AREA:

ZONING/DESIGNATIONS:

PROJECT ADDRESS: 942 OLIVE STREET

BRADFORD BUILDING

EUGENE , OREGON 97401

LANE COUNTY

MAX HEIGHT:

ARCHITECTURAL

MECHANICAL

ENGINEER:

942 OLIVE STREET

TENANT IMPROVEMENT WORK

PROJECT TEAMPROJECT INFORMATION / ZONING DRAWING INDEX

1

G1.0

VINCINITY MAP

N.T.S.

SITE SETBACKS:

PARKING:

ELECTRICAL

ENGINEER:

G1.0 COVER

G1.2 ASSEMBLIES

A1.0 DEMOLITION PLAN

A1.1 FLOOR PLAN

A1.2 ROOF PLAN

A2.1 FURNITURE & FINISHES

A3.1 REFLECTED CEILING PLAN

A4.0 INTERIOR ELEVATIONS







A5.1 ENLARGED PLANS

A6.0 EXTERIOR ELEVATIONS

A8.1 ROOF DETAILS

R E V I S I O N S

P R O J E C T N O. I S S U E D A T E

S H E E T

942 O

LIVE STREET

942 O

LIVE STREET, EU

GEN

E, O

REG

ON

97401

OW

NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

ESIG

N &

CO

NSTRU

CTIO

N

CO

NTACT: M

ARTIN

A O

XO

BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

REYES ENGINEERING

10555 SE 82nd AVE. SUITE # 203

HAPPY VALLEY, OREGON 97086

TEL (503) 771-1986

CONTACT: BERT KLAWA


MKE & ASSOCIATES

6915 SW MACADAM AVE. SUITE #200


TEL (503) 892-1188

FAX (503) 892-1190

CONTACT: ALLEN CRISANAZ, P.E.


DCI ENGINEERS

400 SW 6th AVE. SUITE #605


TEL (503) 242-2448

FAX (503) 242-2449

CONTACT: KYLE KRAXBERGER


OCCUPANCY: B

CONSTRUCTION: V-A, FULLY SPRINKLED

DESCRIPTION: 1 STORY BUILDING, NO BASEMENT

APPROXIMATELY 12,960 SQUARE FEET

TAX LOT: 5000

NO CHANGE

NO CHANGE

NO PARKING ON LOT

ELECTRICAL

E0.0 COVER - ELECTRICAL

E0.1 SCHEDULES - ELECTRICAL

E1.0 DEMOLITION PLAN -ELECTRICAL

E2.0 FLOOR PLAN - LIGHTING

E3.0 FLOOR PLAN - POWER

E5.0 DIAGRAMS, SCHEDULES & ENLARGED PLANS

MECHANICAL, PLUMBING & STRUCTURAL WORK

UNDER SEPARATE PERMITS

COMPUTER LAB

B

860 @ 20 = 43 OC

365 TOTAL

OCCUPANTS

2 EXITS REQ'D

2 PROVIDED

182

28" / 36"

3D PRINT SHOP

B

977 @ 50 = 20 OC

DESIGN STUDIO

B

1227 @ 20 = 62 OC

FLEX SPACE

B

741 @ 7 = 106 OC

WAR ROOM

B

537 @ 100 = 6 OC

DISTANCE

CONFERENCE

B

554 @ 15 = 40 OC

INVENTION GREEN

SPACE OFFICE

B

242 @ 100 = 3 OC

OPEN OFFICE

B

305 @ 100 = 4 OC

INFORMAL WORK

AREA

B

721 @ 100 = 8 OC

COWORKING AND

HOTELING SPACE

(OPEN OFFICE)

B

1,111 @ 100 = 12 OC

BIKE STORAGE

B

140 @ 300 = 1 OC

STORAGE

B

152 @ 300 = 1 OC

FIRE SPRINKLER

B

33 @ 300 = 1 OC

BREAK AREA

B

346 @ 100 = 4 OC

CLASSROOM

B

829 @ 20 = 42 OC

MECH / ELEC / IT

B

153 @ 300 = 3 OC TOTAL

STORAGE

B

110 @ 300 = 1 OC

JANITOR

B

138 @ 300 = 1 OC

OFFICE 1

B

144 @ 100 = 2 OC

OFFICE 2

B

144 @ 100 = 2 OC

PHONE BOOTHS

B

75 @ 100 = 3 OC TOTAL

1

8

3

2

8

"

/

7

2

"

FE

FE

FE

CPE

52'

CPE

54'

1:20 SLOPE

TRAVEL DISTANCE = 120'-2"

BROADWAY ALLEY

EXISTING OPENINGS TO BE INFILLED (3 TOTAL)

(2) INFILLED

EXISTING WINDOW

OPENINGS TO BE

REOPENED &

GLAZED

ROLL-UP DOOR

1:20 SLOPE

OLIVE

ALLEY

1:20 SLOPE

TRAVEL DISTANCE = 124'-0"

EXISTING BUILDING BUILT

TO PROPERTY LINE, TYP.

EXISTING OPENINGS TO BE INFILLED (3 TOTAL)

OLIVE

STREET

365 TOTAL

OCCUPANTS

2 EXITS REQ'D

2 PROVIDED

NEW SHORT-TERM

BIKE PARKING

WORK SCOPE

GOVERNING CODES SEC. I

CONSTRUCTION DATA SEC. II

ZONING: CITY OF EUGENE, CHAPTER 9, ZONING CODE

APPLICABLE CODE: 2014 OREGON STRUCTURAL SPECIALTY CODE

WORK SCOPE: INTERIOR TENANT IMPROVEMENT WORK

CONSTRUCTION

TYPE: VA WITH FIRE SPRINKLERS IN LIEU OF 1 HR

BUILDING HEIGHT: MAX ALLOWABLE = NO CHANGE

STORIES: MAX ALLOWABLE = NO CHANGE

BUILDING AREA GROUND FLOOR

EXISTING 12,800 SF PROP: NO CHANGE

TOTAL BUILDING FLOOR AREA

12,800 SF

MINIMUM REQ'D SETBACKS NO CHANGE -

SEE ZONING REQUIREMENTS

EXTERIOR FIRE RESISTANCE: NO CHANGE

EXTERIOR OPENING FIRE PROTECTION: NO CHANGE

TABLE602

OCCUPANCY SEC. III

BUILDING AREA CALCULATIONS SEC. IV

TABLE503

FIRE RESISTIVE ELEMENTS SEC. V

TABLE601

OCCUPANCY: EXISTING: B

PROPOSED: NO CHANGE IN OCCUPANCY

TOTAL NET TOTAL: 365 OC.

ALLOWABLE AREA B 1 FLOOR = 18,000 SF

VA WITH SPRINKLERS IN LIEU OF 1-HR

CONSTRUCTION

YARD INCREASE (506.1) 0

SPRINKLER INCREASE 0

EXISTING AREA 1 FLOOR = 12,800 SF

FIRE RESISTIVE CONSTRUCTION FOR TYPE II-A (T 601)

PROVIDED

REQUIRED FIRE RATING

BUILDING ELEMENT FIRE RATING (HRS.) (W/ SPRINKLERS)

STRUCTURAL FRAME 1 0

BEARING WALLS - EXT. 1 1

BEARING WALLS - INT. 1 0

NON BEARING WALLS - EXT. 1 >30 TO PL 1 >30 TO PL

NON BEARING WALLS - INT. 0 0

FLOORS & FLOOR CEILING 1 0

ROOFS & ROOF CEILING 1 0

EXTERIOR DOORS / WINDOWS SEE SEC. 1

DOORS (IN 1 HR WALLS) 0 0

NON SEPARATED USES (508.3) MOST RESTRICTED USE IS 'A'

OCCUPANCY

FIRE SEPARATION DISTANCE: 5-10' = 25% ALLOWABLE AREA

UNPROTECTED OPENINGS

15.8% PROPOSED UNPROTECTED

ALONG ALLEY

PARAPETS EXISTING TO REMAIN

EXITS SEC. VI

FIRE DETECTION & SUPPRESSION SEC. VII

1005.1

ANSIA117.1 -2003

ACCESSIBILITY SEC. VII

EXITING SEE EXIT DIAGRAMS

EXIT ACCESS TRAVEL DISTANCE =

135' IN SPRINKLED BUILDING A OCCUP

COMMON PATH OF EGRESS TRAVEL= 54',

100' B ALLOWED OCCUP W/ SPRINKLERS

MIN. WIDTH 0.2" x OCCUPANTS

MIN. CORRIDOR WIDTH 0.3" x OCCUPANTS

(44" MIN.)

EXIT DOORS TO SWING IN DIRECTION OF TRAVEL

WHEN SERVING OCCUP. LOAD > 50.

FIRE ALARM SYSTEM: REQUIRED: PER SECTION 303.9

SPRINKLERS: REFURBISH EXISTING SYSTEM

PER OSSC 9-1

FIRE EXTINGUISHERS: REQUIRED WITHIN 75' OF ANY POINT,

3 PROVIDED

ACCESSIBILITY: 1. ALL NEW CONSTRUCTION TO MEET CH. 11

REQUIREMENTS

2. EXISTING FEATURES REMODELED TO MEET

ACCESSIBILITY GUIDELINES

A. FRONT MAIN ENTRY, RAMP & DOORS

B. 2ND EXIT

C. PATH OF TRAVEL

D. RESTROOMS

E. SIGNAGE

3. PARKING - NONE EXISTING

4. DRINKING FOUNTAIN - NONE PROPOSED

5. SHOWER - NONE PROPOSED

ROOM NAME & USEOCC.

GROUP

OCC. LOAD / SF- TABLE 1004.1.1

ROOM

AREA (SF)

TOTAL

OCCUPANT

LOAD

151

30" / 36"

OCCUPANT LOAD AT EXIT

REQ'D EGRESS WIDTH

/ WIDTH PROVIDED

EMERGENCY EGRESS

LIGHTING LEVEL AT

1 FOOTCANDLE / SF MIN.

SEE E2.0 LIGHTING PLAN

EXIT PATH

FE

C

P

L

NL

TRAVEL DISTANCE

(200' MAX)

OPEN OFFICE

B

519 @ 100

6 OC - 2 EX

EXITS REQUIRED = 1 UNO

EXITS PROVIDED = 1 UNO

LIFE SAFETY PLAN LEGEND

(REQ'D > 50 IN A/E OCCUP)

FIRE EXTINGUISHER

EXIT SIGN (HATCHED AREA

INDICATES DIRECTION OF

ARROW) EXISTING NOT SHOWN

DOOR CLOSER

DOOR PANIC DEVICE

DOOR LOCKING / NON-LOCKING

INDICATION (ALWAYS

UNLOCKED IN DIRECTION OF

EGRESS)

EXISTING EXTERIOR WALLS

TABLE29-A

ENERGY CODE SEC. VII

PLUMBING SEC. VII

SEC. VIIPERMITS & SPECIAL INSPECTIONS

CONSTRUCTION ACCESS BUILDING WILL BE UNOCCUPIED DURING

CONSTRUCTION.

DEFERRED SUBMITTALS NO DEFERRED SUBMITTALS

SEPARATE PERMITS STRUCTURAL UPGRADES PERMIT

#15-04849-01

FIRE SPRINKLERS

FIRE ALARMS

FIXTURE COUNT WATER CLOSETS - 4 REQUIRED, 8 PROVIDED

LAVATORIES - 2 REQUIRED, 6 PROVIDED

REQUIRED AND PROPOSED: TABLE 502.1.1

ROOFS: R-20 CI

WALLS (WOOD FRAME): R 21

DOORS: FLUSH DOOR: U MAX. 0.46

DOORS W/ > 50% GLAZING: U MAX. 0.35

SKYLIGHTS: U MAX. 0.60, SHGC 0.40 MAX.

168 SF = 1.31% TOTAL (3% ALLOWED)

FIXED WINDOWS/ NEW STOREFRONT WINDOWS, U MAX. 0.45,

STOREFRONT: SHGC 0.40 MAX.

ENTRANCE DOOR: U MAX. 0.80, SHGC MAX. 0.40

1

G1.1

FIRE & LIFE SAFETY / SITE PLAN

1/16" = 1'-0" ON 11X17 SHEETS (1/8" = 1'-0" AT FULL SIZE)

FIRE / LIFE SAFETY

G1.1

R E V I S I O N S


S H E E T

942 O

LIVE STREET

942 O

LIVE STREET, EU

GEN

E, O

REG

ON

97401

OW

NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

ESIG

N &

CO

NSTRU

CTIO

N

CO

NTACT: M

ARTIN

A O

XO

BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

FLUSH'FULL LIGHT'

SAFETY GLASS

A B

RELITE

C

1 1/2" = 1'-0"

GWB PARTITION

PLAN

WALL SYSTEM

3

5

8

" STEEL STUDS @ 24" O.C.

5

8

" TYPE 'X' GWB EACH SIDE.

TERMINATE INTO GWB CEILING,

BRACE TO STRUCTURE, TYP.

PROVIDE BLOCKING FOR ALL GRAB

BARS, EQUIPMENT AND FIXTURES,

REFER TO INTERIOR ELEVATIONS

FOR SPECIFIC BLOCKING LOCATIONS

MECHANICALLY FASTEN RUNNER

TRACK @ 16" O.C. & 2" FROM

ENDS AND CORNERS, TYP.

4 7/8"

SECTION

W1

1. PARTITION TYPES TYPICALLY TO USE 362S125-18 STEEL STUDS

(3

5

8

" x 25 GAUGE W/ 1

1

4

" FLANGES) AT 24" O.C. (U.N.O.)

2. A 'SIM' DESIGNATION W/ ASSEMBLY TAGS INDICATES A ONE SIDED

PARTITION, FINISH MATERIAL OCCURS ON THE TAGGED SIDE OF

PARTITION ONLY, ALL OTHER COMPONENTS TO BE UNCHANGED.

3. AN 'A' DESIGNATION W/ THE ASSEMBLY TAGS DENOTES PARTITIONS

THAT REQUIRE ACOUSTIC ATTENUATION. e.g. SEALANT AT ALL

PENETRATIONS & GAPS AND INSULATION BATTS IN STUD CAVITIES.

4. WHERE OCCURRING, ACOUSTIC INSULATION IS TO FILL ALL POSSIBLE

CAVITIES IN THE DESIGNATED PARTITIONS, INCLUDING ABOVE & ALL

AROUND DOORS, WINDOWS, RELITES, ETC.

GENERAL ASSEMBLY TYPE NOTES:

GWB 'HARD LID' CEILING WHERE

INDICATED, SEE RCP's FOR

LOACTIONS & HEIGHTS, TYP.

1 1/2" = 1'-0"

OSB FURRED

W3

SECTION

PLAN

1 1/2" = 1'-0"

'OTHER FINISHES' FURRED

W5

T.O. SLAB

SECTION

STEEL STUD 'BLOCKING' AT

CEILING LINE, TYP.

FACE OF EXISTING WALL, TYP.

1 1/2" = 1'-0"

OSB PARTITION

W2

1 1/2" = 1'-0"

'OTHER FINISHES' PARTITION

PLAN

WALL BASE WHERE INDICATED, TYP.




VARIES

SECTION

W4

EXPOSED STEEL STUDS

CONTINUE UP TO AND ARE

BRACED AGAINST UNDERSIDE OF

ROOF STRUCTURE

FOIL FACE INSULATION

CONTINUES UP TO UNDERSIDE

OF ROOF DECKING, TYP.

THERMAL INSULATION BATTS AT

ALL EXTERIOR WALLS, TYP. U.N.O.

WALL SYSTEM

3

5

8


1

4

" BLACK BOARD (BB) OR

1

2

" WHITE

BOARD (WB) OR

3

4

" TACK BOARD

(TB) ON 'ROOM' SIDE, (REFER TO

INTERIOR ELEVATIONS FOR

SPECIFIC MATERIAL LOCATIONS)

ALL FINISHES TO TERMINATE AT

11'-0" A.F.F. EXPOSED FOIL FACED

INSULATION ABOVE LINE OF FINISH

SUSPENDED CEILING SYSTEM

WHERE OCCURRING , SEE RCP

FOR LOCATIONS, TYP.

FURRING CHANNELS TO MAINTAIN ~1"

CAVITY AGAINST EXTERIOR WALL, TYP.

11'-0"

A.F.F.

T.O. SLAB

WALL SYSTEM

3

5

8


1

4

" BLACK BOARD (BB) OR

1

2

" WHITE

BOARD (WB) OR

3

4

" TACK BOARD

(TB) ON EACH SIDE, (REFER TO

INTERIOR ELEVATIONS FOR

SPECIFIC MATERIAL LOCATIONS)

ALL FINISHES TO TERMINATE AT

11'-0" A.F.F.

11'-0"

A.F.F.


TOP OF FINISH, TYP.

ENSURE

1

2

" GAP BETWEEN

BOTTOM OF FINISH MATERIAL

AND TOP OF SLAB, TYP.



FOR LOCATIONS, TYP.

T.O. SLAB

~4

1

2"

PLAN

THERMAL INSULATION BATTS AT

ALL EXTERIOR WALLS, TYP. U.N.O.

WALL SYSTEM

3

5

8


7

16

" ORIENTATED STRAND BOARD

(OSB) ON 'ROOM' SIDE. OSB TO

TERMINATE AT 11'-0" A.F.F.

EXPOSED FOIL FACED INSULATION

ABOVE LINE OF FINISH

~4

1

2"

HORIZONTAL FURRING CHANNELS

TO MAINTAIN ~1" CAVITY AGAINST

EXTERIOR WALL, TYP.

11'-0"

A.F.F.


CEILING LINE, TYP.

FACE OF EXISTING WALL, TYP.

FOIL FACE INSULATION

CONTINUES UP TO UNDERSIDE

OF ROOF DECKING, TYP.



FOR LOCATIONS, TYP.

ENSURE

1

2

" GAP BETWEEN

BOTTOM OF FINISH MATERIAL

AND TOP OF SLAB, TYP.

FURRING CHANNELS TO MAINTAIN ~1"

CAVITY AGAINST EXTERIOR WALL, TYP.

ENSURE

1

2

" GAP (MIN.) BETWEEN

BOTTOM OF OSB PANELS AND

TOP OF SLAB, TYP.

PLAN

WALL BASE WHERE INDICATED, TYP.




VARIES

SECTION

EXPOSED STEEL STUDS



ROOF STRUCTURE



FOR LOCATIONS, TYP.

WALL SYSTEM

3

5

8


7

16

" ORIENTATED STRAND BOARD

(OSB) ON EACH SIDE. ALL FINISHES

TO TERMINATE AT 11'-0" A.F.F.

11'-0"

A.F.F.


TOP OF FINISH, TYP.

ENSURE

1

2

" GAP (MIN.) BETWEEN

BOTTOM OF OSB PANELS AND

TOP OF SLAB, TYP.

T.O. SLABT.O. SLAB

WALL BASE AS INDICATED, TYP.


CEILING LINE, TYP.

EXPOSED STEEL STUDS



ROOF STRUCTURE

VARIES

SEE RCPs

1 1/2" = 1'-0"

SUSPENDED 'ACT' CEILING

C1

SECTION

EXISTING JOIST OR TRUSS TYP.

VERIFY ELEVATIONS IN FIELD

1 1/2" = 1'-0"

GWB 'HARD LID' CEILING

C2

SECTION

ACOUSTIC INSULATION BATTS

WHERE INDICATED ON RCP'S

VA

RIE

S

10'-0"

A.F.F.

PROJECT TYPICAL ROOF SYSTEM

SINGLE -PLY TPO ROOFING

OVER PROTECTION BOARD

OVER RIGID INSULATION

OVER NEW OSB DECKING

ALL ATOP EXISTING ROOF

STRUCTURE TO REMAIN

2x4 ACOUSTIC CEILING TILES

(ACT) W/ SYSTEM SPECIFIC

GRID & SUSPENSION SYSTEM

EXISTING JOIST OR TRUSS TYP.

VERIFY ELEVATIONS IN FIELD

PROJECT TYPICAL ROOF SYSTEM

SINGLE -PLY TPO ROOFING

OVER PROTECTION BOARD

OVER RIGID INSULATION

OVER NEW OSB DECKING

ALL ATOP EXISTING ROOF

STRUCTURE TO REMAIN

VA

RIE

S

10'-0"

A.F.F.

SUSPENDED GWB CEILING

W/ SYSTEM SPECIFIC GRID &

SUSPENSION SYSTEM

CROSS BRACE SYSTEM TO

STRUCTURE AS REQ'UIRED BY

2014 OSSC SEISMIC MANDATES

CROSS BRACE SYSTEM TO

STRUCTURE AS REQUIRED BY


CROSS BRACE CEILING SYSTEM

TO STRUCTURE AS REQUIRED BY


ASSEMBLIES

G1.2

R E V I S I O N S


S H E E T

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GEN

E, O

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ON

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NIVERSITY O

F O

REG

ON

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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

3

G1.2

PARTITION ASSEMBLY TYPES - TYPICALLY NOT RATED (UNLESS OTHERWISE NOTED)

1

G1.2

DOOR SCHEDULE

2

G1.2

DOOR TYPES

NTS SEE DOOR SCHEDULE FOR SIZES, MATERIALS AND FINISHES

4

G1.2

CEILING ASSEMBLY TYPES - NOT RATED

FD

OLIV

E S

TR

EE

T

BROADWAY ALLEY

OLIV

E A

LLE

Y

PATTERN INDICATES AREA OF SLAB TO BE

DEMOLISHED TO CREATE ACCESSIBLE

SLOPES BETWEEN SPACES

PATTERN INDICATES AREA OF SLAB TO BE

DEMOLISHED TO CREATE ACCESSIBLE

SLOPES BETWEEN SPACES

1

A1.0

PROPOSED DEMOLITION PLAN

1/16" = 1'-0" ON 11x17 (1/8" = 1'-0" ON 22x34 SHEETS)

R E V I S I O N S


S H E E T

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LIVE STREET

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LIVE STREET, EU

GEN

E, O

REG

ON

97401

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NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

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N &

CO

NSTRU

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N

CO

NTACT: M

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A O

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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

1. DEMOLISH ALL NON-STRUCTURAL INTERIOR

FINISHES AND PARTITIONS AS INDICATED

2. PROTECT & PRESERVE INTEGRITY OF

THE EXISTING BUILDING ENVELOPE.

DEMOLITION NOTES

3. COORDINATE DEMOLITION OF EXISTING

SPRINKLER SYSTEM WITH DESIGN/BUILD

SPRINKLER REPLACEMENT STRATEGY.

4. SALVAGE & STORE FOR FUTURE

REFURBISHMENT/REUSE ALL EXISTING

PENDANT 'EYEBALL' LIGHT FIXTURES.

OL

IV

E S

TR

EE

T

BROADWAY ALLEY

OL

IV

E A

LL

EY

CO-WORKING

SPACE

HOTELING

SPACE

1:20 SLOPE

1:20 SLOPE

LASER

CUTTING

1:20 SLOPE

INFORMAL

WORK AREA

WAR ROOM

OPEN

OFFICE

INVENTION GREEN

SPACE OFFICE

DISTANCE

CONFERENCE

HOTELING / COWORKING

(OPEN OFFICE)

COPY /

PRINT

OFFICE #1

OFFICE #2

CLASSROOM

STORAGE

JANITOR

MEN'S

TOILETS

WOMEN'S

TOILETS

UNISEX

TOILET

BREAK AREA

FLEX SPACE

MECH.

ELEC.

I.T. /

TELE.

DESIGN STUDIO

STUDIO

STORAGE

FIRE

SPRINKLER

CIRCULATION 2

COMPUTER LAB

3D PRINTERS /

POLYMERS SHOP

short-term

bike rack

A

B

C

A

B

C

D

A

B

C

D

A

B

C

A

B

C

D

D

A

B

C

E

F

G

A

B

C

D

A

B

C

D

A

B

C

D

A

B

C

D

D

G

H

A

B

C

D

A

B

C

D

B

C

D

A

A

B

C

D

E

E

'PHONE BOOTHS'

1

0

1

a

101b

L

1

0

0

a

102Ba

103a

115a 116a

113a113b

11

2a

1

0

4

A

a

1

0

4

B

a

1

0

4

C

a

10

4a

105b

10

5a

1

0

5

A

a

H108a

10

7a

10

6a

1

0

5

B

a

D

A

B

BIKE

PARKING

CIRCULATION 1

C

D

W5

W2

W3

W2

W3

W3

W4

W2

W2

W4

W4

W2

W2

W2

W3 W2

W2

W2

W2

W2

W2

W4

W4

W2

W3

W4

W2

W3

W2

W2

W2W4

160'-0"

80

'-0

"

36

'-1

0"

SIM.

W2

W4

SIM.

SIM.

SIM

.

SIM

.

W4

W4

SIM

.

SIM

.

W2

SIM.

W2

SIM.

W2 W

5

W2

W2

W2

W4

W2

SIM.

SIM.

SIM.

SIM.

W5

W5

W2

W4

SIM.

SIM.

W4

W2

SIM.

SIM.

W2

W2

W2

W3

W4

SIM

.

SIM

.

SIM.

SIM.

W4

W2

SIM.

SIM.

W3

EXISTING MASONRY WALL

TO REMAIN EXPOSED

EXISTING MASONRY WALL

TO REMAIN EXPOSED

SURFACE MOUNTED

WHITEBOARDS, SEE

INTERIOR ELEVATIONS

SURFACE MOUNTED

WHITEBOARDS, SEE

INTERIOR ELEVATIONS

DASHED LINES

INDICATES SKYLIGHT

ABOVE, TYP. FOR (7)

1

A1.1

PROPOSED FLOOR PLAN

1/16" = 1'-0" ON 11x17 (1/8" = 1'-0" ON 22x34 SHEETS)

R E V I S I O N S


S H E E T

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GEN

E, O

REG

ON

97401

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NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

ESIG

N &

CO

NSTRU

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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

- PATTERN INDICATES AREAS

NOT IN SCOPE OF WORK

- EXISTING TO REMAIN

FLOOR PLAN LEGEND

- NEW CONSTRUCTION

3" : 1

2"

(E) ROOF DRAIN

TO REMAIN, TYP.

(E) MECHANICAL

EQUIPMENT TO

BE DEMOLISHED

(E) WALL MOUNTED ACCESS

LADDER TO REMAIN

(E) OVERFLOW SCUPPER

AND DOWNSPOUT.

REPAIR CONNECTION

CONNECTION TO SEWER.

(E) MECHANICAL EQUIPMENT

TO BE DEMOLISHED

(E) ROOF DRAINS

TO REMAIN, TYP.

(E) OVERFLOW SCUPPER

AND DOWNSPOUT.

REPAIR CONNECTION

CONNECTION TO SEWER.

NEW SKYLIGHT,

TYP. OF (7)

3" /: 1

2"

1/4" : 12"

3" : 1

2"

3" /: 1

2"

3" : 1

2"

3" /: 1

2"

VERIFY EXISTENCE &

FUNCTIONALITY OF ROOF

DRAINAGE SYSTEM IN THIS

AREA, REPAIR AS NEEDED.

PROVIDE NEW 'CRICKET' IN THIS

AREA IF NEEDED TO ENSURE

PROPER FLOW TO DRAINS

PROVIDE DRAINAGE

'CRICKETS' AT ALL

SKYLIGHTS, TYP.

NEW STEEL CANOPY

ATTACHED TO UNDERSIDE

OF EXISTING SOFFIT

PARAPET OF ABUTTING BUILDING.

(+5'-0" ABOVE PROJECT PARAPET MIN.)

1

A1.2

ROOF PLAN

1/16" = 1'-0" ON 11x17 (1/8" = 1'-0" ON 22x34 SHEETS)

R E V I S I O N S


S H E E T

942 O

LIVE STREET

942 O

LIVE STREET, EU

GEN

E, O

REG

ON

97401

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NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

ESIG

N &

CO

NSTRU

CTIO

N

CO

NTACT: M

ARTIN

A O

XO

BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

1. REFER TO DESIGN/BUILD MECHANICAL DOCUMENTS FOR QUANTITY, TYPE AND

LOCATION OF ROOF TOP MECHANICAL UNITS. COORDINATE STRUCTURAL &

WATERPROOF PENETRATION RESPONSES WITH PROPOSED RTU CONFIGURATION.

ROOF PLAN NOTES

2. PROVIDE NEW SINGLE-PLY (TPO) MEMBRANE ROOF OVER NEW RIGID INSULATION &

PROTECTION BOARD ATOP EXISTING ROOF STRUCTURE.

3. NEW SINGLE-PLY (TPO) MEMBRANE ROOFING TO WRAP UP BACKSIDE OF EXISTING

PARAPETS & TERMINATE UNDER NEW METAL COPING, TYP.

4. PROVIDE & COORDINATE INSTALLATION OF (7) NEW SKYLIGHTS W/ EXISTING ROOF

STRUCTURE & NEW ROOFING MEMBRANE.

5. VERIFY ROOF HAS ADEQUATE SLOPE TO EXISTING ROOF DRAINS. REPAIR AS

NEEDED EXISTING ROOF DRAINS, LEADERS & DOWNSPOUTS TO ENSURE FUNCTIONALITY

OF ROOF DRAINAGE SYSTEM. REPAIR AS NEEDED BUILDING DRAINAGE TIE-IN TO PUBLIC

SEWER SYSTEM.

coffee

H

copy/print

VLS6.60

laser

uPrint

SE

Dimension

1200es

uPrint

SE

uPrint

SE

u

P

rin

t

S

E

uPrint

SE

uPrint

SE

Dimension

1200es

Dimension

1200es

Dimension

1200es

Dimension

1200es

Dimension

1200es

BROADWAY ALLEY

OLIV

E A

LLE

Y

1:20 SLOPE

1:20 SLOPE

1:20 SLOPE

1

A2.1

PROPOSED FURNITURE & FINISHES PLAN

1/16" = 1'-0" ON 11x17 (1/8" = 1'-0" ON 22x34 SHEETS)

R E V I S I O N S


S H E E T

942 O

LIVE STREET

942 O

LIVE STREET, EU

GEN

E, O

REG

ON

97401

OW

NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

ESIG

N &

CO

NSTRU

CTIO

N

CO

NTACT: M

ARTIN

A O

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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

PATTERN INDICATES AREAS WITH NEW CARPET TILE

LEGEND AND NOTES

FURNITURE SHOWN IS FOR REFERENCE ONLY -

ALL FURNITURE & EQUIPMENT TO BE UNDER SEPARATE CONTRACT

BROADWAY ALLEY

OLIV

E A

LLE

Y

9'-0" A.F.F.

10'-0" A.F.F.

10'-0" A.F.F.

10'-0" A.F.F.

10'-0" A.F.F.

UNFINISHED PLATE

STEEL CANOPY

10'-0" A.F.F.

10'-0" A.F.F. 10'-0" A.F.F.

9'-0" A.F.F.

9'-0" A.F.F.

9'-0" A.F.F.

~ 13'-4" A.F.F.

VERIFY

9'-0" A.F.F.

WALL FINISH ONLY UP TO

11'-0" A.F.F.

FULL HEIGHT WALL (SEAL

TO UNDERSIDE OF ROOF

DECKING)

4'x6' DOMED SKYLIGHT

LEGEND

FLUORESCENT PENDANT

STRIP LUMINAIRE

INDUSTRIAL FLUORESCENT

STRIP

INDUSTRIAL SUSPENDED

FLUORESCENT HIGH-BAY

STRIP LUMINAIRE

FLUORESCENT SUSPENDED

STRIP LUMINAIRE

RECESSED LED DOWNLIGHT

WALL MOUNT CYLINDRICAL

VANITY LUMINAIRE

WALL MOUNT LED DIRECT /

INDIRECT LUMINAIRE

EXISTING LUMINAIRES TO BE

REUSED IN NEW TRACK

2x2 LAY-IN LED LUMINAIRE

2x4 SUSPENDED ACT

CEILING SYSTEM

NEW GWB 'HARD LID'

CEILING

* ALL AREAS NOT DEPICTED W/ NEW

CLG FINISH ARE TO BE OPEN TO

STRUCTURE ABOVE

1

A3.1

PROPOSED REFLECTED CEILING PLAN

1/16" = 1'-0" ON 11x17 (1/8" = 1'-0" ON 22x34 SHEETS)

R E V I S I O N S


S H E E T

942 O

LIVE STREET

942 O

LIVE STREET, EU

GEN

E, O

REG

ON

97401

OW

NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

ESIG

N &

CO

NSTRU

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N

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ARTIN

A O

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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

OPEN TO BEYOND

(E) WOOD STRUCTURE

OR NEW PLYWOOD

NEW GWB CONSTRUCTION

BLACKBOARD -or- WHITEBOARD

TACK BOARD

SINGLE PANE INTERIOR GLAZING

CLEAR CORRUGATED PLASTIC


ELEVATION MATERIAL LEGEND

EXISTING MASONRY TO REMAIN

PORCELAIN WALL TILE

INSULATED EXTERIOR GLAZING

SEALED OSB

WB WB WB WB WB WB

R E V I S I O N S


S H E E T

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GEN

E, O

REG

ON

97401

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NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

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N &

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NSTRU

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NTACT: M

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A O

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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

1

A4.0

ELEVATIONS AT INFORMAL WORK AREA (#L100)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

1

A4.0

ELEVATIONS AT INFORMAL WORK AREA (#L100), CONT.

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

2

A4.0

ELEVATIONS AT CIRCULATION 1 (#H101)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

3

A4.0

ELEVATIONS AT WAR ROOM (#101)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

3

A4.0

ELEVATIONS AT WAR ROOM (#101), CONTINUED

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

OPEN TO BEYOND

(E) WOOD STRUCTURE

OR NEW PLYWOOD



TACK BOARD






PORCELAIN WALL TILE


SEALED OSB

ADD ALTERNATE - NEW WINDOW IN

EXISTING OPENING

WB WB WB WB WB

WB WB WBWB

R E V I S I O N S


S H E E T

942 O

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942 O

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GEN

E, O

REG

ON

97401

OW

NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

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N &

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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

1

A4.1

ELEVATIONS AT OPEN OFFICE (#102A)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

2

A4.1

ELEVATIONS AT INVENTION GREEN SPACE OFFICE (#102B)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

3

A4.1

ELEVATIONS AT LARGE CONFERENCE ROOM (#103)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

3

A4.1

ELEVATIONS AT LARGE CONFERENCE ROOM (#103), CONTINUED

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

ADD ALTERNATE - REPLACE WITH

GLASS / INSULATED OVERHEAD

DOOR

NOTE:

REFER TO SHEET 4.1

FOR TYPICAL INTERIOR

ELEVATIONS MATERIAL

GRAPHIC LEGEND

NEW WALL INFILL

PER STRUCTURAL

COST EFFECTIVELY SEAL SPACE BETWEEN

JOISTS - METHODOLOGY TO BE DETERMINED

WHITEBOARD PANELS

ON 2x4 FURRING

WB WB WB

WBWB WB WB WB

R E V I S I O N S


S H E E T

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GEN

E, O

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ON

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NIVERSITY O

F O

REG

ON

CAM

PU

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NIN

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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

2

A4.2

ELEVATIONS AT DESIGN STUDIO (#105)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

2

A4.2

ELEVATIONS AT DESIGN STUDIO (#105), CONTINUED

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

3

A4.2

ELEVATIONS AT COMPUTER LAB (#106), CONTINUED

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

1

A4.2

ELEVATIONS AT FLEX SPACE (#104)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

3

A4.2

ELEVATIONS AT COMPUTER LAB (#106)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

This is going to be aninvfill wall of some sortiwth a windowcomponent

BB BB BB BB BB BB

WB WB

OPEN TO BEYOND

(E) WOOD STRUCTURE

OR NEW PLYWOOD



TACK BOARD






PORCELAIN WALL TILE


SEALED OSB

(10) STEEL, WALL

MOUNTED BIKE

RACKS, STYLE TBD

PATTERN INDICATES

3

4

" PLYWOOD INSTEAD

OF OSB @ BIKE

STORAGE AREA

R E V I S I O N S


S H E E T

942 O

LIVE STREET

942 O

LIVE STREET, EU

GEN

E, O

REG

ON

97401

OW

NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

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N &

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A O

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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

1

A4.3

ELEVATIONS AT 3D PRINTERS / POLYMERS SHOP (#107)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

2

A4.3

ELEVATIONS AT CIRCULATION 2 (#H108), CONTINUED

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

2

A4.3

ELEVATIONS AT CIRCULATION 2 (#H108)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

1

A4.3

ELEVATIONS AT 3D PRINTERS / POLYMERS SHOP, CONTINUED (#107)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

TP

TP

TP

OPEN TO BEYOND

(E) WOOD STRUCTURE

OR NEW PLYWOOD



TACK BOARD






PORCELAIN WALL TILE


SEALED OSB

WB WB

WB

WB

WB WB

WBBB BB

BB BB

BB BB

WB BB BBWB

BB WB

R E V I S I O N S


S H E E T

942 O

LIVE STREET

942 O

LIVE STREET, EU

GEN

E, O

REG

ON

97401

OW

NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

ESIG

N &

CO

NSTRU

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N

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NTACT: M

ARTIN

A O

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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

2

A4.4

ELEVATIONS AT UNISEX BATHROOM (#109)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

4

A4.4

ELEVATIONS AT MEN'S BATHROOM (#111), CONT.

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

3

A4.4

ELEVATIONS AT WOMEN'S BATHROOM (#110)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

1

A4.4

ELEVATIONS AT BREAK AREA (#108)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

1

A4.4

ELEVATIONS AT BREAK AREA (#108), CONTINUED

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

NOTE:

REFER TO SHEET 4.1

FOR TYPICAL INTERIOR

ELEVATIONS MATERIAL

GRAPHIC LEGEND

WB BB WB BB WB BB WB BB WB

WBWBWB WB WB

R E V I S I O N S


S H E E T

942 O

LIVE STREET

942 O

LIVE STREET, EU

GEN

E, O

REG

ON

97401

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NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

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N &

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NSTRU

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ARTIN

A O

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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

2

A4.5

ELEVATIONS AT PHONE BOOTHS (#H114)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

2

A4.5

ELEVATIONS AT PHONE BOOTHS (#H114), CONTINUED

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

3

A4.5

ELEVATIONS AT HOTELING / COWORKING SPACE (OPEN OFFICE) (#114)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

1

A4.5

ELEVATIONS AT CLASSROOM (#113), CONTINUED

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

1

A4.5

ELEVATIONS AT CLASSROOM (#113)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

COPIER /

PRINTER -

FURNISHED BY

OWNER

OPEN TO BEYOND

(E) WOOD STRUCTURE

OR NEW PLYWOOD



TACK BOARD






PORCELAIN WALL TILE


SEALED OSB

COPIER /

PRINTER -

FURNISHED BY

OWNER

WB

WBWB

WB

R E V I S I O N S


S H E E T

942 O

LIVE STREET

942 O

LIVE STREET, EU

GEN

E, O

REG

ON

97401

OW

NER: U

NIVERSITY O

F O

REG

ON

CAM

PU

S PLAN

NIN

G, D

ESIG

N &

CO

NSTRU

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N

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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

3

A4.6

ELEVATIONS AT OFFICE 2 (#116)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

2

A4.6

ELEVATIONS AT OFFICE 1 (#115)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

1

A4.6

ELEVATIONS AT COPY / PRINT ALCOVE (#V114)

1/8" = 1'-0" on 11X17 (1/4" = 1'-0" at FULL SIZE)

These shelves aren'tincluded

1:20 SLOPE

A

B

C

E

F

D

B

A

C

A

B

C

D

D

B

A

C

111Aa

111a

110a

109a

3'-0

"3

'-0

"

1'-9

"3

'-0

"

3'-0

"

5'-0

"

1'-9

"3

'-0

"3

'-0

"

3'-0

"3

'-0

"

1'-6

"

1'-6

"

3'-4"

7'-6"

1'-6

"

8'-0

1

/2

"

11'-4 3/4"

4'-6"

1'-6"

5'-0" 5'-0"4'-6"

3'-4

3

/4

"

15

'-6

"

3'-6 3/4"

1'-4"

2'-0"

3'-0

"

1'-6

"

W2 W1

W1

W1

W

1

W1

W1

W1

W2

1'-4"

6'-0 1/2"

FDFD

1'-0"1'-0"

ALIGN

AL

IG

N

5'-8"

W1

SIM. SIM.

SIM.

SIM.

W2 W1

SIM. SIM.

5'-6

"

5'-0

"

SIM.

W1

SIM.

W1

W1

2'-4"

W2

W2

W

1

WOMEN'S

TOILETS

MEN'S

TOILETS

UNISEX

TOILET

S.S. TOILET PARTITIONS, TYP.

S.S. UNDERMOUNT SINK

SOLID SURFACE

COUNTERTOP

PATTERN INDICATES EXISTING

PARTITION TO REMAIN - NEW

FINISHES TO BE APPLIED OVER

EXISTING FRAMING AS INDICATED

ON INTERIOR ELEVATIONS

W1

W2

SIM

.

SIM

.

W1

SIM.

W1

W1

SIM.

W2

SIM.

W2

SIM.

W1

SIM.

H114a

H114b

H114c

5'-0" 5'-0" 5'-0"

5'-0

"

1'-6"

BOOTH 1

D

B

A

C

W2 W4

W4 W4

W4

W2

BOOTH 2 BOOTH 3

D

B

A

C

SIM.SIM.

SIM.

SIM.

W2

SIM.

W2

SIM.SIM.

W4

TRANSPARENT

CORRUGATED

PLASTIC

TACK BOARD

EXISTING

MASONRY

WALL TO

REMAIN

EXISTING

MASONRY

WALL TO

REMAIN

TRANSPARENT

CORRUGATED

PLASTIC

TACK BOARD

1

A5.1

ENLARGED FLOOR PLAN

1/4" = 1'-0" ON 11x17 (1/2" = 1'-0" ON 22x34 SHEETS)

R E V I S I O N S


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15-0309 09.11.2015

PERMIT SET

2

A5.1

DETAILS AT 'PHONE' BOOTHS

NEW EXTERIOR LIGHTING,TYP.

SEE ELEC. DWGS.

NEW CORRUGATED GALV. STEEL

SIDING W/ EXPOSED FASTENERS

& CORNER/EDGE TRIM

EXISTING METER

TO REMAIN

NEW CONC. KNEE WALL

IN EXISTING OPENING,

SEE STRUC . DWGS.

EXISTING OVERHEAD GARAGE

DOOR REFURBISHED &

RECONFIGURED TO WORK IN

ALTERED OPENING.

DEMOLISH WINDOWS & INFILL EXISTING OPENINGS.

TYPICAL INFILL TO BE STEEL STUD FRAMING W/

BATT INSULATION COVERED W/ CEMENTITOUS

BACKER BOARD & CEMENT PLASTER FINISH TO

ALIGN W/ EXISTING ADJACENT FACE OF WALL

EXISTING ROOF ACCESS LADDER TO REMAIN,

TO BE RE-PAINTED, REPAIR/REPLACE

ATTACHMENTS TO WALL IF NEEDED

NEW ENTRY DOORS RECESSED

BEHIND EXISTING OPENING IN

MASONRY FACADE.

PROVIDE RETRACTABLE SECURITY

GRILLE TO SECURE ALCOVE.

REPLACE & RECONNECT

EXISTING DOWNSPOUT.

INFILL EXISTING DOORWAY

IN SAME FASHION AS

ADJACENT WINDOWS

PATTERN INDICATES EXTENT OF NEW

INSULATED STOREFRONT GLAZING IN

EXISTING OPENINGS, TYP.

NEW METAL COPING,TYP.

NEW PLATE STEEL CANOPY

ATTACHED TO UNDERSIDE

OF EXISTING SOFFIT

UO

ALL GRAPHICS & SIGNAGE

UNDER SEPARATE CONTRACT

innovation

RAIN + IG + DILL

PATTERN INDICATES EXTENT OF NEW

INSULATED STOREFRONT GLAZING IN

EXISTING OPENINGS, TYP.

NEW CORRUGATED GALV. STEEL

SIDING W/ EXPOSED FASTENERS

& CORNER/EDGE TRIM

NEW METAL FLASHING TO

COVER GAP BETWEEN

BUILDINGS, TYP.


NEW EXTERIOR LIGHTING,TYP.

SEE ELEC. DWGS.

EXISTING METER

TO REMAIN (?)

ENLARGED OPENING IN EXISTING

MASONRY FACADE W/ NEW

RECESSED METAL EGRESS DOOR.

EXISTING SPRINKLER RISER

CONNECTION TO REMAIN

REPLACE & RECONNECT

EXISTING DOWNSPOUT.

VERIFY ROOF DRAINAGE STRATEGY IN

THIS LOCATION. PROVIDE DOWNSPOUT

AND OVERFLOW SCUPPER IF NEEDED.


NEW METAL FLASHING TO

COVER GAP BETWEEN

BUILDINGS, TYP.

1

A6.0

SOUTH (BROADWAY ALLEY) ELEVATION

1/16" = 1'-0" ON 11x17 (1/8" = 1'-0" ON 22x34 SHEETS)

R E V I S I O N S


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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

2

A6.0

EAST (OLIVE STREET) ELEVATION

1/16" = 1'-0" ON 11x17 (1/8" = 1'-0" ON 22x34 SHEETS)

3

A6.0

WEST (OLIVE ALLEY) ELEVATION

1/16" = 1'-0" ON 11x17 (1/8" = 1'-0" ON 22x34 SHEETS)

1. REMOVE ALL UNUSED, DECOMMISSIONED OR ABANDONED EQUIPMENT, METERS,

LIGHT FIXTURES AND CONDUIT FROM ALL FACADES. REPAIR AS NEEDED AT POINT OF

ATTACHMENT.

EXTERIOR ELEVATION NOTES

2. REPAIR OR FILL & SEAL ALL VISIBLE CRACKS IN EXISTING MASONRY FACADES, TYP.

3. PATCH & OR REPAIR ALL DAMAGE IN EXPOSED CONC. FOUNDATION &

SUPERSTRUCTURE, TYP.

4. REPLACE ALL EXTERIOR ROOF DRAIN DOWNSPOUTS. RE-CONNECT TO EXISTING

STORM SEWER TIE-INS. VERIFY FUNCTION OF ALL OVERFLOW SCUPPERS.

5. PROVIDE BOLLARDS TO PROTECT VULNERABLE DOWNSPOUTS & OTHER WALL

MOUNTED EQUIPMENT. VERIFY QUANTITIES AND FINAL LOCATIONS OF PROPOSED

BOLLARDS W/ OWNER.

6. PROVIDE NEW TWO-COLOR PAINT SCHEME (PATTERN & COLORS TBD) ON ALL

EXPOSED FACADES.

SECUREMENT OF

MEMBRANE

OPTIONAL SINCE

UNIT WILL REST ON

MEMBRANE

NTS

TPO BONDING

ADHESIVE

SUBSTRATE

INSULATION

TPO

MEMBRANE

MECH. EQUIPMENT OR

SKYLIGHT ASSEMBLY

W/ MANF CURB

BASE TIE

NOTES:

1. SECURE ACCEPTABLE VERTICAL SUBSTRATE MATERIAL TO METAL SIDING,

AND ENSURE STRUCTURAL ATTACHMENT (PURLIN) ALONG AT LEAST TWO

LINES OF SECUREMENT.

2. OVERLAY INSULATION MUST COMPLY WITH MINIMUM REQUIREMENTS

CALLED FOR TO SPAN OPENINGS IN FILLER INSULATION AND TO COMPLY

WITH FULLY ADHERED SYSTEM REQUIREMENTS. SECURE AT THE RATE OF

ONE #15 WH FASTENER AND INSULATION PLATE PER 2 SQUARE FEET (16

PER 4' X8').

3. FILLER INSULATION SHOULD BE SIZED TO FIT SNUGLY BETWEEN RIBS AND

OF EQUAL THICKNESS TO RIB HEIGHT.

4. WOOD NAILERS MUST BE SECURED TO PURLINS AS REQUIRED TO ACHIEVE

200 LBS OF PULLOUT RESISTANCE PER LINEAR FOOT.

5. COMPRESSION FIT DETAILS THAT INCORPORATE WATERSTOP MUST HAVE

ALL EXISTING FLASHING REMOVED TO THE BARE SUBSTRATE.

6. ANY APPROVED PREDRILLED FASTENER FOR CURB AND PARAPET

TERMINATION MUST HAVE A MINIMUM 125 LBS. PULLOUT (SEE APPROVED

FASTENER LIST).

MANF. APPROVED FASTENERS ON

REROOF PROJECTS 8" O.C.

ON NEW CONSTRUCTION 12" O.C.

WITH NEOPRENE/METAL WASHER OR

CAULK SEE NOTE #6

NTS

TERMINATION CAULK

TERMINATION BAR

TPO MEMBRANE

TPO BONDING

ADHESIVE

FASTENER BY MANF. AND 2 3/8" BARBED SEAM

PLATES AT 12" ON CENTER

OVERLAY INSULATION SEE NOTE #2

FILLER INSULATION SEE NOTE #3

WATERSTOP

SEE NOTE #5

WOOD NAILERS IF NEEDED

SEE NOTE #4

TPO MEMBRANE

SEE NOTE #1

TPO BONDING

ADHESIVE

1. TPO MEMBRANE MUST EXTEND OVER WOOD NAILER AND ONTO EXTERIOR

WALL OR PARAPET SURFACE A MINIMUM OF 1/2"

CONTINUOUS

METAL CLEAT

WOOD NAILER

METAL COPING

FOR INTERIOR

SECUREMENT ONLY

APPROVED FASTENERS

SPACED 12" O.C. W/

NEOPRENE WASHER OR

SEALED WITH CAULK

OR

NTS

MEMBRANE SECUREMENT AT 12" OUT FROM PENETRATION

AND 12" O.C. REQUIRED FOR MECHANICALLY ATTACHED ROOF

SYSTEMS - THIS CAN BE ACCOMPLISHED WITH SEAM PLATES

AND FASTENERS OVERLAID WITH EITHER TPO COVER TAPE, A

TARGET PATCH OF TPO FIELD MEMBRANE FOR THE BOOT

FLANGE TO BE WELDED TO OR WITH 6" TPO REINFORCED

FLASHING. WHEN INSTALLATION OF THE PIPE BOOT WOULD

OVERLAP A FIELD SEAM INSTALL A MINIMUM 24"X24" TARGET

PATCH CENTERED ON THE PENETRATION BEFORE INSTALLING

THE PIPE BOOT. AS AN ALTERNATIVE - MEMBRANE

SECUREMENT MAY ALSO BE INSTALLED CLOSE TO THE

PENETRATION AND FLASHED WITH THE PIPE BOOT AS SHOWN

HERE.

STAINLESS STEEL

CLAMPING RING

WATERSTOP UNDER

PIPE BOOT LIP

TERMINATION

CAULK

NTS

SUBSTRATE

INSULATION

TPO MEMBRANE

PRE-MOLDED PIPE BOOT HOT

AIR WELD STD. BOOT FLANGE

TO DECK MEMBRANE OR

APPLY THE PEEL AND STICK

BOOT FLANGE TO THE PRIMED

MEMBRANE AND ROLL INTO

PLACE WITH A 2" SILICONE

ROLLER.

WATER STOP

TERMINATION CAULK

PIPE

STAINLESS STEEL

CLAMP

PRE-MOLDED PIPE

BOOT

NTS

SUBSTRATE

INSULATION

TPO MEMBRANE

TERMINATION

CAULK

STAINLESS STEEL

CLAMPING RING

WATERSTOP

UN-REINFORCED TPO

FLASHING

SIDE VIEW OF FIELD WRAPPED PIPE

BASE WRAP TO EXTEND MIN. 1" UP VERTICAL SURFACE OF PIPE

AND 2" MIN. ONTO FIELD MEMBRANE WITH A SOLID HOT AIR WELD

TO THE DECK MEMBRANE.

UPPER WRAP TO EXTEND 1 1/2" ONTO BASE WRAP AND 8" MIN UP

PIPE AND SEALED INTO A BEAD OF GENFLEX WATERSTOP W/ A

STAINLESS STEEL COMPRESSION BAND.

2" MIN.

1"

1 1/2"

NTS

TPO

BONDING

ADHESIVE

TPO MEMBRANE

SUBSTRATE

INSULATION

BASE

TIE

PRE-MOLDED

INSIDE CORNER

NTS

PROVIDE NEW ROOF DRAIN

HEAD ASSEMBLY TO CONNECT

TO EXISTING DRAIN LEADERS

SUBSTRATE

INSULATION

TPO MEMBRANE

MINIMUM 1/2" OF MEMBRANE

INSIDE COMPRESSION RING

NTS

WOOD

NAILER

SUBSTRATE

INSULATION

TPO

MEMBRANE

TPO BONDING

ADHESIVE

BASE TIE

WATERSTOP

COUNTER-FLASHING

SLEEPER COVER

NTS

TPO MEMBRANE

TPO WALK PAD HOT AIR WELDED IN

PLACE-WELD LONG SIDES ONLY - DO

NOT CROSS FIELD SEAMS. START AND

STOP WALK PAD INSTALLATION 2" FROM

FIELD SEAMS.

TPO

MEMBRANE

TPO BONDING

ADHESIVE

SUBSTRATE

1.5" MIN. HOT AIR

WELD

SUBSTRATE

SEAM PLATE OR

METAL BATTEN

ANCHOR FASTENER

12" O.C. MAX - NOT

TO EXCEED 6" IN

LENGTH

ISO 4" MAX.

THICKNESS

W/O A TREATED

WOOD NAILER

NTS

3

"

VERTICAL JOINTS IN PARAPET FLASHING MUST BE STRIPPED IN WHEN USING A

PEEL AND STICK MEMBRANE. THE STRIP IN MATERIAL MAY BE EITHER 6" WIDE

NON-REINFORCED TPO FLASHING HOT AIR WELDED CENTERED OVER THE SEAM

STEP OFF OR WHITE TPO COVER TAPE & CLEAR PRIMER. IN BOTH APPLICATIONS

THE STRIP IN MATERIAL MUST EXTEND 3" BEYOND THE OVERLAP ONTO THE DECK

SURFACE AND TO THE TOP OF THE LAP. IN CASES WHERE WHITE TPO COVER

TAPE IS USED THE STRIP IN MATERIAL EDGE MUST BE FULLY CAULKED WITH

WHITE TPO EDGE CAULK. (STANDARD TPO MEMBRANE & BONDING ADHESIVE MAY

BE USED AS PARAPET FLASHING WITH NO STRIP IN OF VERTICAL JOINTS

REQUIRED WHEN THE SEAMS ARE ASSEMBLED WITH HOT AIR WELDS.)

NTS

SUBSTRATE

STANDARD TPO MEMBRANE MUST BE BONDED

TO THE SUBSTRATE WITH TPO BONDING

ADHESIVE IN A TWO SIDED APPLICATION

(MEMBRANE & SUBSTRATE), PEEL & STICK

MEMBRANE MAY BE BONDED DIRECTLY TO AN

ACCEPTABLE VERTICAL SUBSTRATE ONCE

THE SUBSTRATE IS PRIMED WITH CLEAR

PRIMER AND ALLOWED TO FLASH OFF.

2

"

3

"

WHITE TPO EDGE

CAULK

*FOR ADHERED AND BALLASTED SYSTEMS POSITION ADJACENT MEMBRANE PANELS

ON THE FACTORY APPLIED SOLID REFERENCE LINE.

NTS

TPO BONDING

ADHESIVE

SUBSTRATE

INSULATION

MIN. 1 1/2" HOT

AIR WELD*

NOTE:

THESE DETAILS ARE INTENDED TO REFLECT

GENERIC MANUFACTURERS RECOMMENDATIONS

FOR APPLICATION AND INSTALLATION OF

SINGLE-PLY ROOFING MEMBRANE COMPONENTS

ONLY. PROJECT SPECIFIC CONDITIONS WITH

REGARD TO SUBSTRATES AND INSULATION MAY

DIFFER FROM THOSE SHOWN AND SHOULD BE

VERIFIED W/ ACTUAL PRODUCT SPECIFIC MANF.

RECOMMENDATIONS AND INSTRUCTIONS.

NOTE: NO METAL

COUNTER-FLASHING AT ROOF

TRANSITION APPLICATIONS

SIDE SHOWN IS TYPICAL FOR BOTH SIDES

ROOFING MEMBRANE SHOULD RUN UP

VERTICAL SURFACE AS FAR AS POSSIBLE &

TERMINATION BAR MUST OCCUR ABOVE

'DRIPLINE' OF ANY EXISTING SIDING. (OR

INCORPORATE CONTINUOUS METAL COUNTER

FLASHING TO COVER TRANSITION BETWEEN

SIDING AND ROOFING.)

OPTIONAL CANT STRIP

TPO

MEMBRANE

PROVIDE NEW LEAF STRAINER,

COMPRESSION RING AND REQ'D

ACCESSORIES FOR NEW ROOF DRAIN

CONTINUOUS

WATERSTOP

SUBSTRATE

ROOF DETAILS

A8.1

R E V I S I O N S


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BY 541.346.5880

15-0309 09.11.2015

PERMIT SET

MECHANICAL

ELEC.

119

PNL1N2-1

225A MCB

35 kAIC

PNL1N2-2

225A MCB

35 kAIC

PNL1N2-3

100A MCB

35 kAIC

MECHANICAL POWER LIGHTING

PNL1N2-4

225A MLO

22 kAIC

COMPUTER LABPOLYMERS SHOP

6"X6" NEMA 1 BUSSED WIREGUTTER

M600AF600AT

(2) 4" C. ROUTED THRU SOUTHEXTERIOR WALL

ELECTRIC CLOSET (EAST WALL)

CODE TAP LUGS (TYP)

(1) 3" C. ROUTED OVERHEAD

250AF225ATSPD SPD

25.7 kA AVAILABLE

225A-5

225A-5 225A-5 225A-5 100A-5 600A-5

600A-4

600A-4

EWEB VAULT ON OLIVE ST.

600A-4

600A-5 (2) SETS OF (4) 350 kCMIL, (1) #2 GND EACH SET IN 3" C.

(2) SETS OF (3) 350 kCMIL, (1) #2 GND EACH SET IN 3" C.

100A-5

225A-5 (1) SET OF (1) #4/0, (1) #4 GND EACH IN 3" C.

(1) SET OF (1) #2, (1) #8 GND EACH IN 2" C.

FEEDER SCHEDULE

3

E5.0

MAIN BREAKER

SUBFEED BREAKER FOR 1N2-4

PNL-1N2-1

PNL-1N2-2

PNL-1N2-3

PNL-1N2-5 (FUTURE)

CT ENCLOSURE

METER SOCKET

PNL-1N2-3 PNL-1N2-2 PNL-1N2-1

MAIN BREAKER

PNL-1N2-5 (FUTURE)

6"X6" NEMA 1 BUSSED WIREWAY WITH SCREW COVER

METER SOCKET

CT ENCLOSURE

HAHA

SA

ROOMCONTROLLER #X

120V NORMAL PWR

ZONE XA

ZONE XB

ZONE XC

DAYLIGHT SENSOR(S) PC

RCSLVLOW VOLTAGE WALLSTATION

(CONTROLS ZONES SHOWN)

OSOCCUPANCY SENSOR(S)

NOTES:A BASIS OF DESIGN PRODUCT IS GREENGATE RC3D. ACCEPTABLEALTERNATE MANUFACTURERS ARE WATTSTOPPER, LEVITON,NLIGHT AND LUTRON.

B. ALTERNATE SYSTEM MUST MEET INTENT SPECIFIED ONCONTRACT DOCUMENTS.

C. ALL OCCUPANCY SENSORS TO BE DUAL TECHNOLOGY TYPE.

D. NOT ALL COMPONENTS/ZONES USED ALL SPACES - REFER TOFLOOR PLANS FOR EXACT EQUIPMENT REQUIRED IN EACH.

WIRING LEGENDLOW VOLTAGE LIGHTING CONTROL WIRING

120V POWER WIRING

0-10V DIMMING WIRING

BUILDING LOAD SUMMARY208Y/120V, 3PH, 4W + GRD, 600A

CONNECTED LOAD (VA): 165010EST. DEMAND LOAD (VA): 163440

EST. DEMAND LOAD (A): 454

Tel: (

503)

771-1

986

Happy V

alle

y, O

R 97086

10555 S

E 8

2nd A

venue, Suite 2

03

ALEX RID

LEY

ELECTRIC

AL D

ESIG

NER:a

ridle

y@re

yese

ng.c

om

ENGIN

EERIN

GREYES

PASSIO

N

CREATIV

ITY

SU

STAIN

ABIL

ITY

R E V I S I O N S


© MERRYMAN BARNES ARCHITECTS, INC.

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MARTIN

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BY 5

41.3

46.5

880

15-0309

PERMIT SET

09/11/2015

E5.0

DIAGRAMS, SCHEDULES ANDENLARGED PLANS

12" = 1'-0"1

SINGLE LINE DIAGRAM

1/4" = 1'-0"2

ENLARGED PLAN - ELECTRIC RM.

1/4" = 1'-0"3

SECTION - MAIN ELECTRICAL EAST

Notes:

Total Est. Demand: 239 A

Total Conn.: 239 A

Total Est. Demand: 86000 VA

M 32000 VA 100.00% 32000 VA Total Conn. Load: 86000 VA

Spare 54000 VA 100.00% 54000 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 239 A 239 A 239 A

Total Load: 28667 VA 28667 VA 28667 VA

41 3 3.2 42

39 3 3.2 40

37

SPARE 30 A 3

3 3.2

3 40 A POLYMER SHOP MAKE-UP AIR

38

35 3 2.4 36

33 3 2.4 34

31

SPARE 30 A 3

3 2.4

3 30 A IDF CLOSET SPLIT SYSTEM

32

29 3 0 1 20 A SPARE 30

27 3 0 1 20 A SPARE 28

25

SPARE 30 A 3

3 0 1 20 A SPARE 26

23 3 0 1 20 A SPARE 24

21 3 0 1 20 A SPARE 22

19

SPARE 30 A 3

3 0 1 20 A SPARE 20

17 3 0 1 20 A SPARE 18

15 3 0 1 20 A SPARE 16

13

SPARE 30 A 3

3 0 1 20 A SPARE 14

11 3 1.2 1 20 A AHU-6 12

9 3 1.2 1 20 A AHU-5 10

7

SPARE 30 A 3

3 1.2 1 20 A AHU-4 8

5 2.67 1.2 1 20 A AHU-3 6

3 2.67 1.2 1 20 A AHU-2 4

1

COMP. LAB CONDENSING UNIT CU-1 30 A 3

2.67 1.2 1 20 A AHU-1 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

Enclosure: NEMA 1 MCB Rating: 225 A

Mounting: SURFACE Wires: 4 Bus Rating: 250 A

Supply From: MAIN BREAKER Phases: 3 Mains Type: MCB

Location: ELEC 119 Volts: 120/208 Wye A.I.C. Rating: 22 kAIC

PANELBOARD: 1N2-1

{1} PROVIDE PANELBOARD WITH INTEGRAL SPD. PROVIDE OVERCURRENT PROTECTION AS DIRECTED BY MANUFACTURER.{2} PROVIDE MEANS TO LOCK BREAKER HANDLE IN THE ON POSITION AND PAINT RED.

Notes:


N 2450 VA 100.00% 2450 VA Total Conn.: 69 A

C 4560 VA 125.00% 5700 VA Total Est. Demand: 18290 VA

K 2400 VA 100.00% 2400 VA Total Conn. Load: 24890 VA

R 15480 VA 50.00% 7740 VA




41 0 0 1 20 A SPARE 42

39 0 0 1 20 A SPARE 40

37

SPD {1} 30 A 3

0 0 1 20 A SPARE 38

35 SPARE 20 A 1 0 0 1 20 A SPARE 36

33 SPARE 20 A 1 0 0 1 20 A SPARE 34

31 SPARE 20 A 1 0 0 1 20 A SPARE 32

29 FIRE ALARM CONTROL PANEL {2} 20 A 1 0.6 0 1 20 A SPARE 30

27 BREAK AREA COFEE MACHINE 20 A 1 1.2 0.72 1 20 A CO-WORK SPACE WORKSTATIONS 28

25 BREAK AREA REFIGERATOR 20 A 1 1.2 0.72 1 20 A CO-WORK SPACE WORKSTATIONS 26

23 BREAK AREA RECEPTS 20 A 1 0.72 1.08 1 20 A CONF & CO-WORK SPACE RECEPTS 24

21 BREAK AREA RECEPTS 20 A 1 0.54 1.2 1 20 A CO-WORK SPACE PHOTOCOPIER 22

19 RESTROOM RECEPTS 20 A 1 0.72 0.9 1 20 A CONF & CLASSRM RECEPTS 20

17 DESIGN STUDIO RECEPTS 20 A 1 0.72 0.97 1 20 A CLASSRM & HALL RECEPTS 18

15 DESIGN STUDIO RECEPTS 20 A 1 0.72 1.08 1 20 A CLASSRM/STORAGE/JANITOR... 16

13 DESIGN STUDIO RECEPTS 20 A 1 0.72 0.9 1 20 A HALLWAY & PHONE RM RECEPTS 14

11 DESIGN STUDIO CONV RECEPTS 20 A 1 1.08 0.9 1 20 A HALLWAY & CIRC RECEPTS 12

9 FLEX SPACE & STUDIO RECEPTS 20 A 1 0.97 0.72 1 20 A MEETING & WAR ROOM RECEPTS 10

7 FLEX SPACE RECEPTS 20 A 1 0.97 0.9 1 20 A WAR RM. & INVENTION SPACE... 8

5 MECH & ELEC RM RECEPTS 20 A 1 0.72 1.15 1 20 A CONF & INVENTION SPACE RECEPTS 6

3 IDF RECEPTS 20 A 1 0.36 1.15 1 20 A MEETING & CONF RECEPTS 4

1 IDF RECEPTS 20 A 1 0.36 0.9 1 20 A WAR RM. & INVENTION SPACE... 2



Mounting: SURFACE Wires: 4 Bus Rating: 250 A



PANELBOARD: 1N2-2

Notes:


Total Conn.: 28 A

Total Est. Demand: 12793 VA

Total Conn. Load: 10234 VA

L 10234 VA 125.00% 12793 VA




29 SPARE 20 A 1 0 0 1 20 A SPARE 30

27 SPARE 20 A 1 0 0 1 20 A SPARE 28

25 SPARE 20 A 1 0 0 1 20 A SPARE 26

23 SPARE 20 A 1 0 0 1 20 A SPARE 24

21 SPARE 20 A 1 0 0 1 20 A SPARE 22

19 SPARE 20 A 1 0 0 1 20 A SPARE 20

17 SPARE 20 A 1 0 0 1 20 A SPARE 18

15 SPARE 20 A 1 0 0 1 20 A SPARE 16

13 SPARE 20 A 1 0 0 1 20 A SPARE 14

11 SPARE 20 A 1 0 1.59 1 20 A EAST CIRC LIGHTING 12

9 SPARE 20 A 1 0 0.5 1 20 A EAST CIRC TRACK LIGHTING 10

7 DESIGN STUDIO LIGHTING 20 A 1 1.31 0.87 1 20 A CLASSRM, CONF, STORAGE, JAN LTG 8

5 FLEX SPACE TRACK & MECH/ELEC LTG 20 A 1 0.74 1.09 1 20 A CO WORK SPACE LIGHTING 6

3 COMP. LAB, RESTRM & SHOP LIGHTING 20 A 1 1.66 0.78 1 20 A WAR ROOM, CONF & INVENTION LTG 4

1 WEST CIRC & FLEX SPACE LIGHTING 20 A 1 1.24 0.47 1 20 A OUTDOOR & EXTERIOR LIGHTING 2



Mounting: SURFACE Wires: 4 BUS Rating: 100 A



PANELBOARD: 1N2-3

{1} PROVIDE PANELBOARD WITH INTEGRAL SPD. PROVIDE OVERCURRENT PROTECTION AS DIRECTED BY MANUFACTURER.

Notes:


Total Conn.: 38 A

N 250 VA 100.00% 250 VA Total Est. Demand: 16630 VA

C 12240 VA 125.00% 15300 VA Total Conn. Load: 13570 VA

R 1080 VA 100.00% 1080 VA




41 0 0 1 20 A SPARE 42

39 0 0 1 20 A SPARE 40

37

SPD {1} 30 A 3

0 0 1 20 A SPARE 38

35 SPARE 20 A 1 0 0 1 20 A SPARE 36

33 SPARE 20 A 1 0 0 1 20 A SPARE 34

31 SPARE 20 A 1 0 0 1 20 A SPARE 32

29 SPARE 20 A 1 0 0 1 20 A SPARE 30

27 SPARE 20 A 1 0 0 1 20 A SPARE 28

25 SPARE 20 A 1 0 0 1 20 A SPARE 26

23 SPARE 20 A 1 0 0 1 20 A SPARE 24

21 SPARE 20 A 1 0 0 1 20 A SPARE 22

19 SPARE 20 A 1 0 0 1 20 A SPARE 20

17 SPARE 20 A 1 0 0.72 1 20 A COMP. LAB PENDAND RECEPTS 18

15 SPARE 20 A 1 0 0.72 1 20 A COMP. LAB PENDAND RECEPTS 16

13 POLYMERS BENCH RECEPTS 20 A 1 0.72 0.72 1 20 A COMP. LAB PENDAND RECEPTS 14

11 POLYMERS BENCH RECEPTS 20 A 1 1.08 0.72 1 20 A COMP. LAB WORKSTATIONS 12

9 POLYMERS & LASER BENCH RECEPTS 20 A 1 1.08 0.97 1 20 A COMP. LAB WORKSTATIONS & PJ 10

7 POLYMERS & LASER BENCH RECEPTS 20 A 1 0.9 1.08 1 20 A COMP. LAB WORKSTATIONS 8

5 POLYMERS BENCH RECEPTS 20 A 1 0.72 1.08 1 20 A COMP. LAB CONV. RECEPTS 6

3 POLYMERS BENCH RECEPTS 20 A 1 0.72 0.72 1 20 A COMP. LAB COUNTER CONV. RECEPTS 4

1 POLYMERS BENCH/CONV RECEPTS 20 A 1 0.9 0.72 1 20 A COMP. LAB COUNTER CONV. RECEPTS 2


Enclosure: NEMA 1 MCB Rating: N/A

Mounting: RECESSED Wires: 4 Bus Rating: 250 A

Supply From: MAIN BREAKER Phases: 3 Mains Type: MLO

Location: 3D PRINTERS/ POLYME... Volts: 120/208 Wye A.I.C. Rating: 10 kAIC

PANELBOARD: 1N2-4

1/8" = 1'-0"4

LIGHITNG CONTROL DIAGRAMS

bklawaImage

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Dimension1200es

C

C

C

CR

CR

C

C

W

W

WW

W

3E5.0E5.0

2

PNL-1N2-4

GFI16

GFI16

AB GFI19

AB GFI19

AB GFI19

AB GFI19

AB GFI21

AB GFI21

AB GFI21

WP GFI11

AB2

AB4

AB2

AB4

AB6

AB11

AB11

AB13

AB11

AB9

AB9

9

AB7

AB7

AB5

AB5

AB1

AB3

WP GFI5 WP GFI

8

PJ6

PJ4

PJ9

PJ7

GFI11

P18 P

16P14

P14

P16

P18

PJ10

PM22

PJ18

3

1

CU- 2

5

55

6

6

66

8

10

8

10

12

12

8

AB13

7

AB3

1

AB1

PANEL 1N2-4

7

7

7

7

9

9

9

9

11

GFI11

11

1513

13

17 15 17

11

AB23AB23

CM27

REF25

4

4

4

4

6 66

6

2

2

2

88

1010

10

2 8

14 1212

14 14 14 12 12

14

16

16

16

16

18

18

18 18

20

2020

20

20

24 24

24 24

24

24

2628

2628

AHU- 5 AHU- 1

AHU- 2

CU- 1

MAU- 1

AHU- 6

AHU- 3

AHU- 4

ENTRY101

HALLWAY 1101A

WAR ROOM102

OPEN MEETING103

INVENTION GREEN SPACE104

DISTANCE CONFERENCE105

ELEC119

MECH120

IDF118

STORAGE111

JANITOR116

CLASSROOM110

HOTELING/ COWORKING106

SMALL CONFERENCE109COPY/PRINT

107

SMALL CONFERENCE108

MEN'S TOILET114

WOMEN'S TOILET115

3D PRINTERS/ POLYMERS SHOP125

UNISEX TOILET113

BREAK AREA112

COMPUTER LAB126

HALLWAY 2121

FLEX SPACE117

DESIGN STUDIO122STUDIO STORAGE

123

FIRE SPRINKLER124

4

1

1

1

1

1

1

2

1

1

1

1

1

11

1

1

1

3

EWEB VAULT

4

(2) 3" PVC C. 36" COVER - POWER

(1) 3" PVC C. 36" COVER - TCOM

5

6

PEND

PEND

PEND TEL

TEL

TEL

TELTV

TEL

TEL

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

1

11

1

1

1

1

1

1

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541.

346.

5880

15-0309

PERMIT SET

09/11/2015

E3.0FLOOR PLAN - POWER

1/8" = 1'-0"1FLOOR PLAN - POWER

SHEET NOTESXKEYED NOTESA REYES ENGINEERING INC. HAS CONDUCTED

PRELIMINARY COORDINATION OF THE ELECTRICPOWER SERVICE WITH EUGENE WATER ANDELECTRIC BOARD. CONTRACTOR RESPONSIBLE FORFINAL COORDINATION OF ELECTRIC SERVICE WITHROBERT WILLIAMS AT EUGENE WATER ANDELECTRIC BOARD - 541-685-7170.

B EXCEPT WHERE NOTED ON PLANS & SCHEDULES,ALL RECEPTACLES AND EQUIPMENT SHOWN ON THISFLOOR PLAN ARE CONNECTED TO PANEL 1N2-2.

4 STUB CONDUIT FOR FIBER OPTIC SERVICE IN IDFCLOSET AS DIRECTED BY OWNER. PROVIDEPULLSTRING.

5 CONTRACTOR TO PROVIDE NEW SERVICE LATERALCONDUIT AND CONDUCTORS. COORDINATETERMINATION OF CONDUITS WITH EWEB AT VAULTAS SHOWN. REFER TO SINGLE LINE DIAGRAM ONSHEET E5.0 FOR CONDUCTOR SIZE AND QUANTITIES.

6 CONTRACTOR TO PROVIDE CONDUIT FORCONNECTION TO DOWNTOWN FIBER LOOP. FIBEROPTIC CABLE TO BE INSTALLED BY OTHERS.COORDINATE TERMINATION OF CONDUIT WITH EWEBAND CITY OF EUGENE AT EWEB VAULT AS SHOWN.

1 DIV. 26 CONTRACTOR TO PROVIDE RACEWAYS ASREQUIRED TO SERVE SECURITY/TELECOMEQUIPMENT BY OTHERS. COORDINATE EXACTLOCATIONS AND REQUIREMENTS WITH SECURITYCONTRACTOR AND/OR EQUIPMENT SUPPLIER.

2 PROVIDE (1) #6AWG BARE OR GREEN COPPERCONDUCTOR BONDED TO BUILDING EQUIPMENTGROUND. LEAVE 6 FEET OF EXTRA CONDUCTOR FORTERMINATION BY OTHERS.

3 CONTRACTOR TO CONFIRM EXACT CT ENCLOSURESIZE AND CONFIGURATION WITH UTILITY PRIOR TOORDERING.

MECHANICAL

ELEC.119

PNL1N2-1

225A MCB35 kAIC

PNL1N2-2

225A MCB35 kAIC

PNL1N2-3

100A MCB35 kAIC

MECHANICAL POWER LIGHTING

PNL1N2-4

225A MLO22 kAIC

COMPUTER LABPOLYMERS SHOP

6"X6" NEMA 1 BUSSED WIREGUTTER

M600AF600AT

(2) 4" C. ROUTED THRU SOUTHEXTERIOR WALL

ELECTRIC CLOSET (EAST WALL)

CODE TAP LUGS (TYP)

(1) 3" C. ROUTED OVERHEAD

250AF225ATSPD SPD

25.7 kA AVAILABLE

225A-5

225A-5 225A-5 225A-5 100A-5 600A-5

600A-4

600A-4

EWEB VAULT ON OLIVE ST.

600A-4

600A-5 (2) SETS OF (4) 350 kCMIL, (1) #2 GND EACH SET IN 3" C.

(2) SETS OF (3) 350 kCMIL, (1) #2 GND EACH SET IN 3" C.

100A-5

225A-5 (1) SET OF (1) #4/0, (1) #4 GND EACH IN 3" C.

(1) SET OF (1) #2, (1) #8 GND EACH IN 2" C.

FEEDER SCHEDULE

3E5.0

MAIN BREAKER

SUBFEED BREAKER FOR 1N2-4

PNL-1N2-1

PNL-1N2-2

PNL-1N2-3

PNL-1N2-5 (FUTURE)

CT ENCLOSUREMETER SOCKET

PNL-1N2-3 PNL-1N2-2 PNL-1N2-1

MAIN BREAKER

PNL-1N2-5 (FUTURE)

6"X6" NEMA 1 BUSSED WIREWAY WITH SCREW COVER

METER SOCKET

CT ENCLOSURE

HAHASA

ROOMCONTROLLER #X

120V NORMAL PWR

ZONE XA

ZONE XB

ZONE XC

DAYLIGHT SENSOR(S) PCRC

SLVLOW VOLTAGE WALLSTATION(CONTROLS ZONES SHOWN)

OSOCCUPANCY SENSOR(S)

NOTES:A BASIS OF DESIGN PRODUCT IS GREENGATE RC3D. ACCEPTABLEALTERNATE MANUFACTURERS ARE WATTSTOPPER, LEVITON,NLIGHT AND LUTRON.

B. ALTERNATE SYSTEM MUST MEET INTENT SPECIFIED ONCONTRACT DOCUMENTS.

C. ALL OCCUPANCY SENSORS TO BE DUAL TECHNOLOGY TYPE.

D. NOT ALL COMPONENTS/ZONES USED ALL SPACES - REFER TOFLOOR PLANS FOR EXACT EQUIPMENT REQUIRED IN EACH.

WIRING LEGENDLOW VOLTAGE LIGHTING CONTROL WIRING

120V POWER WIRING

0-10V DIMMING WIRING

BUILDING LOAD SUMMARY208Y/120V, 3PH, 4W + GRD, 600A

CONNECTED LOAD (VA): 165010EST. DEMAND LOAD (VA): 163440

EST. DEMAND LOAD (A): 454

Tel:

(503

) 77

1-19

86H

appy

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ley,

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970

8610

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Aven

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seng

.com

ENGIN

EERIN

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ION

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TYSU

STAI

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R E V I S I O N S



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5880

15-0309

PERMIT SET

09/11/2015

E5.0DIAGRAMS, SCHEDULES AND

ENLARGED PLANS

12" = 1'-0"1SINGLE LINE DIAGRAM

1/4" = 1'-0"2ENLARGED PLAN - ELECTRIC RM.

1/4" = 1'-0"3SECTION - MAIN ELECTRICAL EAST

Notes:

Total Est. Demand: 239 ATotal Conn.: 239 A

Total Est. Demand: 86000 VAM 32000 VA 100.00% 32000 VA Total Conn. Load: 86000 VASpare 54000 VA 100.00% 54000 VALoad Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 239 A 239 A 239 ATotal Load: 28667 VA 28667 VA 28667 VA

41 3 3.2 4239 3 3.2 4037

SPARE 30 A 33 3.2

3 40 A POLYMER SHOP MAKE-UP AIR38

35 3 2.4 3633 3 2.4 3431

SPARE 30 A 33 2.4

3 30 A IDF CLOSET SPLIT SYSTEM32

29 3 0 1 20 A SPARE 3027 3 0 1 20 A SPARE 2825

SPARE 30 A 33 0 1 20 A SPARE 26

23 3 0 1 20 A SPARE 2421 3 0 1 20 A SPARE 2219

SPARE 30 A 33 0 1 20 A SPARE 20

17 3 0 1 20 A SPARE 1815 3 0 1 20 A SPARE 1613

SPARE 30 A 33 0 1 20 A SPARE 14

11 3 1.2 1 20 A AHU-6 129 3 1.2 1 20 A AHU-5 107

SPARE 30 A 33 1.2 1 20 A AHU-4 8

5 2.67 1.2 1 20 A AHU-3 63 2.67 1.2 1 20 A AHU-2 41

COMP. LAB CONDENSING UNIT CU-1 30 A 32.67 1.2 1 20 A AHU-1 2


Enclosure: NEMA 1 MCB Rating: 225 AMounting: SURFACE Wires: 4 Bus Rating: 250 A

Supply From: MAIN BREAKER Phases: 3 Mains Type: MCBLocation: ELEC 119 Volts: 120/208 Wye A.I.C. Rating: 22 kAIC

PANELBOARD: 1N2-1

{1} PROVIDE PANELBOARD WITH INTEGRAL SPD. PROVIDE OVERCURRENT PROTECTION AS DIRECTED BY MANUFACTURER.{2} PROVIDE MEANS TO LOCK BREAKER HANDLE IN THE ON POSITION AND PAINT RED.

Notes:

Total Est. Demand: 51 AN 2450 VA 100.00% 2450 VA Total Conn.: 69 AC 4560 VA 125.00% 5700 VA Total Est. Demand: 18290 VAK 2400 VA 100.00% 2400 VA Total Conn. Load: 24890 VAR 15480 VA 50.00% 7740 VALoad Classification Connected Load Demand Factor Estimated Demand Panel Totals


41 0 0 1 20 A SPARE 4239 0 0 1 20 A SPARE 4037

SPD {1} 30 A 30 0 1 20 A SPARE 38

35 SPARE 20 A 1 0 0 1 20 A SPARE 3633 SPARE 20 A 1 0 0 1 20 A SPARE 3431 SPARE 20 A 1 0 0 1 20 A SPARE 3229 FIRE ALARM CONTROL PANEL {2} 20 A 1 0.6 0 1 20 A SPARE 3027 BREAK AREA COFEE MACHINE 20 A 1 1.2 0.72 1 20 A CO-WORK SPACE WORKSTATIONS 2825 BREAK AREA REFIGERATOR 20 A 1 1.2 0.72 1 20 A CO-WORK SPACE WORKSTATIONS 2623 BREAK AREA RECEPTS 20 A 1 0.72 1.08 1 20 A CONF & CO-WORK SPACE RECEPTS 2421 BREAK AREA RECEPTS 20 A 1 0.54 1.2 1 20 A CO-WORK SPACE PHOTOCOPIER 2219 RESTROOM RECEPTS 20 A 1 0.72 0.9 1 20 A CONF & CLASSRM RECEPTS 2017 DESIGN STUDIO RECEPTS 20 A 1 0.72 0.97 1 20 A CLASSRM & HALL RECEPTS 1815 DESIGN STUDIO RECEPTS 20 A 1 0.72 1.08 1 20 A CLASSRM/STORAGE/JANITOR... 1613 DESIGN STUDIO RECEPTS 20 A 1 0.72 0.9 1 20 A HALLWAY & PHONE RM RECEPTS 1411 DESIGN STUDIO CONV RECEPTS 20 A 1 1.08 0.9 1 20 A HALLWAY & CIRC RECEPTS 129 FLEX SPACE & STUDIO RECEPTS 20 A 1 0.97 0.72 1 20 A MEETING & WAR ROOM RECEPTS 107 FLEX SPACE RECEPTS 20 A 1 0.97 0.9 1 20 A WAR RM. & INVENTION SPACE... 85 MECH & ELEC RM RECEPTS 20 A 1 0.72 1.15 1 20 A CONF & INVENTION SPACE RECEPTS 63 IDF RECEPTS 20 A 1 0.36 1.15 1 20 A MEETING & CONF RECEPTS 41 IDF RECEPTS 20 A 1 0.36 0.9 1 20 A WAR RM. & INVENTION SPACE... 2


Enclosure: NEMA 1 MCB Rating: 225 AMounting: SURFACE Wires: 4 Bus Rating: 250 A


PANELBOARD: 1N2-2

Notes:


Total Est. Demand: 12793 VATotal Conn. Load: 10234 VA

L 10234 VA 125.00% 12793 VALoad Classification Connected Load Demand Factor Estimated Demand Panel Totals


29 SPARE 20 A 1 0 0 1 20 A SPARE 3027 SPARE 20 A 1 0 0 1 20 A SPARE 2825 SPARE 20 A 1 0 0 1 20 A SPARE 2623 SPARE 20 A 1 0 0 1 20 A SPARE 2421 SPARE 20 A 1 0 0 1 20 A SPARE 2219 SPARE 20 A 1 0 0 1 20 A SPARE 2017 SPARE 20 A 1 0 0 1 20 A SPARE 1815 SPARE 20 A 1 0 0 1 20 A SPARE 1613 SPARE 20 A 1 0 0 1 20 A SPARE 1411 SPARE 20 A 1 0 1.59 1 20 A EAST CIRC LIGHTING 129 SPARE 20 A 1 0 0.5 1 20 A EAST CIRC TRACK LIGHTING 107 DESIGN STUDIO LIGHTING 20 A 1 1.31 0.87 1 20 A CLASSRM, CONF, STORAGE, JAN LTG 85 FLEX SPACE TRACK & MECH/ELEC LTG 20 A 1 0.74 1.09 1 20 A CO WORK SPACE LIGHTING 63 COMP. LAB, RESTRM & SHOP LIGHTING 20 A 1 1.66 0.78 1 20 A WAR ROOM, CONF & INVENTION LTG 41 WEST CIRC & FLEX SPACE LIGHTING 20 A 1 1.24 0.47 1 20 A OUTDOOR & EXTERIOR LIGHTING 2


Enclosure: NEMA 1 MCB Rating: 100 AMounting: SURFACE Wires: 4 BUS Rating: 100 A


PANELBOARD: 1N2-3

{1} PROVIDE PANELBOARD WITH INTEGRAL SPD. PROVIDE OVERCURRENT PROTECTION AS DIRECTED BY MANUFACTURER.Notes:


N 250 VA 100.00% 250 VA Total Est. Demand: 16630 VAC 12240 VA 125.00% 15300 VA Total Conn. Load: 13570 VAR 1080 VA 100.00% 1080 VALoad Classification Connected Load Demand Factor Estimated Demand Panel Totals


41 0 0 1 20 A SPARE 4239 0 0 1 20 A SPARE 4037

SPD {1} 30 A 30 0 1 20 A SPARE 38

35 SPARE 20 A 1 0 0 1 20 A SPARE 3633 SPARE 20 A 1 0 0 1 20 A SPARE 3431 SPARE 20 A 1 0 0 1 20 A SPARE 3229 SPARE 20 A 1 0 0 1 20 A SPARE 3027 SPARE 20 A 1 0 0 1 20 A SPARE 2825 SPARE 20 A 1 0 0 1 20 A SPARE 2623 SPARE 20 A 1 0 0 1 20 A SPARE 2421 SPARE 20 A 1 0 0 1 20 A SPARE 2219 SPARE 20 A 1 0 0 1 20 A SPARE 2017 SPARE 20 A 1 0 0.72 1 20 A COMP. LAB PENDAND RECEPTS 1815 SPARE 20 A 1 0 0.72 1 20 A COMP. LAB PENDAND RECEPTS 1613 POLYMERS BENCH RECEPTS 20 A 1 0.72 0.72 1 20 A COMP. LAB PENDAND RECEPTS 1411 POLYMERS BENCH RECEPTS 20 A 1 1.08 0.72 1 20 A COMP. LAB WORKSTATIONS 129 POLYMERS & LASER BENCH RECEPTS 20 A 1 1.08 0.97 1 20 A COMP. LAB WORKSTATIONS & PJ 107 POLYMERS & LASER BENCH RECEPTS 20 A 1 0.9 1.08 1 20 A COMP. LAB WORKSTATIONS 85 POLYMERS BENCH RECEPTS 20 A 1 0.72 1.08 1 20 A COMP. LAB CONV. RECEPTS 63 POLYMERS BENCH RECEPTS 20 A 1 0.72 0.72 1 20 A COMP. LAB COUNTER CONV. RECEPTS 41 POLYMERS BENCH/CONV RECEPTS 20 A 1 0.9 0.72 1 20 A COMP. LAB COUNTER CONV. RECEPTS 2


Enclosure: NEMA 1 MCB Rating: N/AMounting: RECESSED Wires: 4 Bus Rating: 250 A

Supply From: MAIN BREAKER Phases: 3 Mains Type: MLOLocation: 3D PRINTERS/ POLYME... Volts: 120/208 Wye A.I.C. Rating: 10 kAIC

PANELBOARD: 1N2-4

1/8" = 1'-0"4LIGHITNG CONTROL DIAGRAMS

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CHARNELTON ST OLIVE ST WILLAMETTE ST LINCOLN ST E …pages.uoregon.edu/moxoby/942Olive/942 Olive...

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Transcript of CHARNELTON ST OLIVE ST WILLAMETTE ST LINCOLN ST E …pages.uoregon.edu/moxoby/942Olive/942 Olive...