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
EMAIL: [email protected]
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
A4.1 INTERIOR ELEVATIONS
A4.2 INTERIOR ELEVATIONS
A4.3 INTERIOR ELEVATIONS
A4.4 INTERIOR ELEVATIONS
A4.5 INTERIOR ELEVATIONS
A4.6 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
EMAIL: [email protected]
MKE & ASSOCIATES
6915 SW MACADAM AVE. SUITE #200
PORTLAND, OREGON 97219
TEL (503) 892-1188
FAX (503) 892-1190
CONTACT: ALLEN CRISANAZ, P.E.
EMAIL: [email protected]
DCI ENGINEERS
400 SW 6th AVE. SUITE #605
PORTLAND, OREGON 97204
TEL (503) 242-2448
FAX (503) 242-2449
CONTACT: KYLE KRAXBERGER
EMAIL: [email protected]
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
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
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.
MECHANICALLY FASTEN RUNNER
TRACK @ 16" O.C. & 2" FROM
ENDS AND CORNERS, 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
" STEEL STUDS @ 24" O.C.
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
" STEEL STUDS @ 24" O.C.
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.
STEEL STUD 'BLOCKING' AT
TOP OF FINISH, TYP.
ENSURE
1
2
" GAP BETWEEN
BOTTOM OF FINISH MATERIAL
AND TOP OF SLAB, TYP.
SUSPENDED CEILING SYSTEM
WHERE OCCURRING , SEE RCP
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
" STEEL STUDS @ 24" O.C.
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.
STEEL STUD 'BLOCKING' AT
CEILING LINE, TYP.
FACE OF EXISTING WALL, TYP.
FOIL FACE INSULATION
CONTINUES UP TO UNDERSIDE
OF ROOF DECKING, TYP.
SUSPENDED CEILING SYSTEM
WHERE OCCURRING , SEE RCP
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.
MECHANICALLY FASTEN RUNNER
TRACK @ 16" O.C. & 2" FROM
ENDS AND CORNERS, TYP.
VARIES
SECTION
EXPOSED STEEL STUDS
CONTINUE UP TO AND ARE
BRACED AGAINST UNDERSIDE OF
ROOF STRUCTURE
SUSPENDED CEILING SYSTEM
WHERE OCCURRING , SEE RCP
FOR LOCATIONS, TYP.
WALL SYSTEM
3
5
8
" STEEL STUDS @ 24" O.C.
7
16
" ORIENTATED STRAND BOARD
(OSB) ON EACH SIDE. ALL FINISHES
TO TERMINATE AT 11'-0" A.F.F.
11'-0"
A.F.F.
STEEL STUD 'BLOCKING' AT
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.
STEEL STUD 'BLOCKING' AT
CEILING LINE, TYP.
EXPOSED STEEL STUDS
CONTINUE UP TO AND ARE
BRACED AGAINST UNDERSIDE OF
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
2014 OSSC SEISMIC MANDATES
CROSS BRACE CEILING SYSTEM
TO STRUCTURE AS REQUIRED BY
2014 OSSC SEISMIC MANDATES
ASSEMBLIES
G1.2
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
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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
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
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PU
S PLAN
NIN
G, D
ESIG
N &
CO
NSTRU
CTIO
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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 /
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
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
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ON
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ON
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PU
S PLAN
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ESIG
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NSTRU
CTIO
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NTACT: M
ARTIN
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XO
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
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
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G, D
ESIG
N &
CO
NSTRU
CTIO
N
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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
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
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PU
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NIN
G, D
ESIG
N &
CO
NSTRU
CTIO
N
CO
NTACT: M
ARTIN
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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
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
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ON
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ESIG
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CO
NSTRU
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CO
NTACT: M
ARTIN
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XO
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
EXPOSED FOIL FACED INSULATION
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
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
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ON
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ON
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PU
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NIN
G, D
ESIG
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CO
NSTRU
CTIO
N
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NTACT: M
ARTIN
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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
NEW GWB CONSTRUCTION
BLACKBOARD -or- WHITEBOARD
TACK BOARD
SINGLE PANE INTERIOR GLAZING
CLEAR CORRUGATED PLASTIC
EXPOSED FOIL FACED INSULATION
ELEVATION MATERIAL LEGEND
EXISTING MASONRY TO REMAIN
PORCELAIN WALL TILE
INSULATED EXTERIOR GLAZING
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
P R O J E C T N O. I S S U E D A T E
S H E E T
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ESIG
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NSTRU
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NTACT: M
ARTIN
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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
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
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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
NEW GWB CONSTRUCTION
BLACKBOARD -or- WHITEBOARD
TACK BOARD
SINGLE PANE INTERIOR GLAZING
CLEAR CORRUGATED PLASTIC
EXPOSED FOIL FACED INSULATION
ELEVATION MATERIAL LEGEND
EXISTING MASONRY TO REMAIN
PORCELAIN WALL TILE
INSULATED EXTERIOR GLAZING
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
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
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G, D
ESIG
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N
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NTACT: M
ARTIN
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XO
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
NEW GWB CONSTRUCTION
BLACKBOARD -or- WHITEBOARD
TACK BOARD
SINGLE PANE INTERIOR GLAZING
CLEAR CORRUGATED PLASTIC
EXPOSED FOIL FACED INSULATION
ELEVATION MATERIAL LEGEND
EXISTING MASONRY TO REMAIN
PORCELAIN WALL TILE
INSULATED EXTERIOR GLAZING
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
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
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NIVERSITY O
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ON
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PU
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NIN
G, D
ESIG
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CO
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ARTIN
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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
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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
NEW GWB CONSTRUCTION
BLACKBOARD -or- WHITEBOARD
TACK BOARD
SINGLE PANE INTERIOR GLAZING
CLEAR CORRUGATED PLASTIC
EXPOSED FOIL FACED INSULATION
ELEVATION MATERIAL LEGEND
EXISTING MASONRY TO REMAIN
PORCELAIN WALL TILE
INSULATED EXTERIOR GLAZING
SEALED OSB
COPIER /
PRINTER -
FURNISHED BY
OWNER
WB
WBWB
WB
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
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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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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 METAL COPING,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 COPING,TYP.
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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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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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
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03
ALEX RID
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ELECTRIC
AL D
ESIG
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om
ENGIN
EERIN
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R E V I S I O N S
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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:
Total Est. Demand: 51 A
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
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps: 70 A 73 A 66 A
Total Load: 8290 VA 8660 VA 7940 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
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: 1N2-2
Notes:
Total Est. Demand: 36 A
Total Conn.: 28 A
Total Est. Demand: 12793 VA
Total Conn. Load: 10234 VA
L 10234 VA 125.00% 12793 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps: 33 A 24 A 29 A
Total Load: 3879 VA 2935 VA 3420 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
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Enclosure: NEMA 1 MCB Rating: 100 A
Mounting: SURFACE Wires: 4 BUS Rating: 100 A
Supply From: MAIN BREAKER Phases: 3 Mains Type: MCB
Location: ELEC 119 Volts: 120/208 Wye A.I.C. Rating: 22 kAIC
PANELBOARD: 1N2-3
{1} PROVIDE PANELBOARD WITH INTEGRAL SPD. PROVIDE OVERCURRENT PROTECTION AS DIRECTED BY MANUFACTURER.
Notes:
Total Est. Demand: 46 A
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
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Total Amps: 42 A 35 A 36 A
Total Load: 5040 VA 4210 VA 4320 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
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
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
existing overheadgarage door w/new 'knee wall' atbase
1:20 SLOPE
1:20 SLOPE
1:20 SLOPE
OLI
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BROADWAY ALLEY
OLI
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copy/print
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Dimension1200es
uPrintSE
uPrintSE
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tSE
uPrintSE
uPrintSE
Dimension1200es
Dimension1200es
Dimension1200es
Dimension1200es
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
Tel:
(503
) 77
1-19
86H
appy
Val
ley,
OR
970
8610
555
SE 8
2nd
Aven
ue, S
uite
203
ALEX R
IDLEY
ELEC
TRIC
AL D
ESIG
NER
:arid
ley@
reye
seng
.com
ENGIN
EERIN
GREYES
PASS
ION
CREA
TIVI
TYSU
STAI
NAB
ILIT
Y
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
© MERRYMAN BARNES ARCHITECTS, INC.
S H E E T
942
OLI
VE
STR
EET
942
OLI
VE S
TREE
T, E
UG
ENE,
OREG
ON
97
401
OW
NER
: U
NIV
ERSI
TY O
F O
REG
ON
CAM
PUS P
LAN
NIN
G, D
ESIG
N &
CO
NST
RU
CTI
ON
CO
NTA
CT:
MARTI
NA
OXO
BY
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
Val
ley,
OR
970
8610
555
SE 8
2nd
Aven
ue, S
uite
203
ALEX R
IDLEY
ELEC
TRIC
AL D
ESIG
NER
:arid
ley@
reye
seng
.com
ENGIN
EERIN
GREYES
PASS
ION
CREA
TIVI
TYSU
STAI
NAB
ILIT
Y
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
© MERRYMAN BARNES ARCHITECTS, INC.
S H E E T
942
OLI
VE
STR
EET
942
OLI
VE S
TREE
T, E
UG
ENE,
OREG
ON
97
401
OW
NER
: U
NIV
ERSI
TY O
F O
REG
ON
CAM
PUS P
LAN
NIN
G, D
ESIG
N &
CO
NST
RU
CTI
ON
CO
NTA
CT:
MARTI
NA
OXO
BY
541.
346.
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
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
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
Total Amps: 70 A 73 A 66 ATotal Load: 8290 VA 8660 VA 7940 VA
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
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
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: 1N2-2
Notes:
Total Est. Demand: 36 ATotal Conn.: 28 A
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
Total Amps: 33 A 24 A 29 ATotal Load: 3879 VA 2935 VA 3420 VA
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
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Enclosure: NEMA 1 MCB Rating: 100 AMounting: SURFACE Wires: 4 BUS Rating: 100 A
Supply From: MAIN BREAKER Phases: 3 Mains Type: MCBLocation: ELEC 119 Volts: 120/208 Wye A.I.C. Rating: 22 kAIC
PANELBOARD: 1N2-3
{1} PROVIDE PANELBOARD WITH INTEGRAL SPD. PROVIDE OVERCURRENT PROTECTION AS DIRECTED BY MANUFACTURER.Notes:
Total Est. Demand: 46 ATotal Conn.: 38 A
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
Total Amps: 42 A 35 A 36 ATotal Load: 5040 VA 4210 VA 4320 VA
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
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
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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