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MECHANICALM001 SYMBOLS & SCHEDULESM002 SCHEDULESM003 SCHEDULESM100 FOUNDATION PLAN - DEMOLITIONM101 FIRST FLOOR PIPING - DEMOLITIONM102 SECOND FLOOR PIPING - DEMOLITIONM103 THIRD FLOOR PIPING - DEMOLITIONM201 FIRST FLOOR VENTILATION - DEMOLITIONM202 SECOND FLOOR VENTILATION - DEMOLITIONM203 THIRD FLOOR VENTILATION - DEMOLITIONM204 ROOF PLAN - DEMOLITIONM205 1ST FLOOR MECHANICAL ROOM - DEMOLITIONM206 BOILER ROOM PIPING DIAGRAM - DEMOLITIONM207 BOILER ROOM - DEMOLITIONM208 2ND FLOOR MECHANICAL ROOM - DEMOLITIONM300 FOUNDATION PLAN - NEW CONSTRUCTIONM301 FIRST FLOOR PIPING - NEW CONSTRUCTIONM302 SECOND FLOOR PIPING - NEW CONSTRUCTIONM303 THIRD FLOOR PIPING - NEW CONSTRUCTIONM401 FIRST FLOOR VENTILATION - NEW CONSTRUCTIONM402 SECOND FLOOR VENTILATION - NEW CONSTRUCTIONM403 THIRD FLOOR VENTILATION - NEW CONSTRUCTIONM404 ROOF PLAN - NEW CONSTRUCTIONM405 1ST FLOOR MECHANICAL ROOMS - NEW
CONSTRUCTIONM411 AUTOMATIC CONTROLSM412 AUTOMATIC CONTROLS
ELECTRICALE0.00 SITE PLANE1.01 FIRST FLOOR PLAN - POWER AND LOW VOLTAGE
DEMOE1.02 SECOND FLOOR PLAN - POWER AND LOW VOLTAGE
DEMOE1.03 THIRD FLOOR PLAN - POWER AND LOW VOLTAGE
DEMOE1.04 FIRST FLOOR PLAN - LIGHTING DEMOE1.05 SECOND FLOOR PLAN - LIGHTING DEMOE1.06 THIRD FLOOR PLAN - LIGHTING DEMOE1.07 RISER DIAGRAM - POWER DISTRIBUTION DEMOE2.01 FIRST FLOOR PLAN - POWER SYSTEMSE2.02 SECOND FLOOR PLAN - POWER SYSTEMSE2.03 THIRD FLOOR PLAN - POWER SYSTEMSE2.04 ROOF PLAN - POWER SYSTEMSE2.05 PANEL SCHEDULESE2.06 PANEL SCHEDULESE2.07 PANEL SCHEDULESE2.08 SINGLE LINE DIAGRAME3.01 FIRST FLOOR PLAN - LIGHTINGE3.02 SECOND FLOOR PLAN - LIGHTINGE3.03 THIRD FLOOR PLAN - LIGHTINGE4.01 FIRST FLOOR PLAN - LOW VOLTAGE SYSTEMSE4.02 SECOND FLOOR PLAN - LOW VOLTAGE SYSTEMSE4.03 THIRD FLOOR PLAN - LOW VOLTAGE SYSTEMSE4.04 RISER DIGRAM - LOW VOLTAGE SYSTEMS
GENERALT0.1 COVER SHEET
CIVILC001 GENERAL NOTES, ABBREVIATIONS, SYMBOLS &
VICINITY MAPC100 EXISTING CONDITIONS & SURVEY CONTROL PLANC101 DEMOLITION PLANC200 SITE PLANC300 CONSTRUCTION DETAILSC301 CONSTRUCTION DETAILSC302 CONSTRUCTION DETAILSC303 CONSTRUCTION DETAILS
ARCHITECTURALA0.1 ABBREVIATIONS AND LEGENDSA0.2 CODE PLANSA0.3 CODE PLANSA1.0 SITE PLAN - ARCHITECTURALA1.1 DEMOLITION FIRST FLOOR PLANA1.2 DEMOLITION SECOND FLOOR PLANA1.3 DEMOLITION THIRD FLOOR PLANA1.4 SLAB PLAN - FIRST FLOORA2.1 FIRST FLOOR PLAN - NEW CONSTRUCTIONA2.2 SECOND FLOOR PLAN - NEW CONSTRUCTIONA2.3 THIRD FLOOR PLAN - NEW CONSTRUCTIONA3.1 ROOF PLAN - DEMOLITION & NEW CONSTRUCTIONA4.1 PARTIAL EXTERIOR ELEVATIONSA5.1 BUILDING SECTIONSA5.2 NEW ELEVATOR SHAFT PLANS & SECTIONSA7.1 ENLARGED PLANS - FIRST FLOOR LABSA7.2 ENLARGED PLANS - RESTROOMS & LABSA8.1 INTERIOR ELEVATIONSA8.2 INTERIOR ELEVATIONSA8.3 INTERIOR ELEVATIONSA8.4 INTERIOR ELEVATIONSA8.5 INTERIOR ELEVATIONS - THIRD FLOORA8.6 INTERIOR ELEVATIONS SCHEDULEA9.1 REFLECTED CEILING PLAN - FIRST FLOORA9.2 REFLECTED CEILING PLAN - SECOND FLOORA9.3 REFLECTED CEILING PLAN - THIRD FLOORA10.1 EXTERIOR DETAILSA10.2 EXTERIOR DETAILSA10.3 EXTERIOR DETAILSA12.1 SCHEDULES, DOOR TYPES & STOREFRONTS
STRUCTURALS0.01 GENERAL STRUCTURAL NOTESS1.01 STRUCTURAL DEMO PLANS2.01 NEW STRUCTURAL FRAMINGS2.02 NEW ROOF PENTHOUSE STRUCTURAL FRAMINGS2.03 LOADING DOCK FRAMING
UNIVERSITY OF ALASKASOUTHEAST
Anderson Building RemodelJuneau, AlaskaDesign Development
AcknowledgementsArchitecture + Interiors
ECI/Hyer, Inc.101 West Benson Blvd. , suite 306Anchorage, Alaska 99503p 907.561.5543www.ecihyer.com
Owner Civil Engineer + Landscape
R&M Engineering, Inc.6205 Glacier HighwayJuneau, Alaska 99801p 907.780.6060www.rmjuneau.com
Structural Engineer
Reid Middleton5300 B Street, Ste. 302Anchorage, Alaska 99503p 907.562.3439www.reidmiddleton.com
Mechanical Engineers
Murray & Associates907 Capitol AvenueJuneau, Alaska 99801p 907.780.6151www.murraypc.com
June 12, 2009
Sheet Index
ECI/Hyer project no. 1207
UAS Facilities Services11120 Glacier HighwayJuneau, Alaska 99801p 907.796.6262www.uas.alaska.edu
Electrical Engineers
Haight & Associates526 Main StreetJuneau, Alaska 99801p 907.586.9788
University of Alaska Southeast
Lab Consultant
NBBJ223 Yale Avenue NorthSeattle, WA 98109p 206.223.5194
www.haight-assoc.com www.nbbj.com
Estimators
HMS, Inc.4103 Minnesota DriveAnchorage, Alaska 99503p 907.561.1653www.hmsalaska.com
NOT ISSUED FOR CONSTRUCTION
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586-1333
SECTION "A-A"PLAN VIEW
ELEVATED WALKWAY - SECTION1
PROPANE TANK SLAB DETAIL3
DUMPSTER SLAB DETAIL4
ELEVATED WALKWAY - ELEVATION2
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A
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STORM DRAIN MANHOLE2
PETROLEUM SEPARATOR DETAIL3
SECTION "A-A"
GENERATOR SLAB DETAIL1
A A
B
B
SECTION "A-A" SECTION "B-B"
PLAN VIEW
"L" BAR
PAVEMENT MATCH JOINT DETAIL4
TYPICAL ASPHALT PAVEMENT SECTION5
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PIPE TRENCH DETAIL1
EXPANSION AND CONTROL JOINTS2
EXPANSION JOINT
CONTROL JOINT
STANDARD CURB & GUTTER3
CONCRETE SIDEWALK DETAIL4
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COLD LAB TYPICAL SECTION A-A1
LOADING DOCK SLAB DETAIL2
FREEZER UNIT TYPICAL SECTION B-B3
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ABBREVIATIONS
0
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SYMBOLS
Room name101
150 SF
GRID LINE INDICATION
ROOM IDENTIFICATIONROOM NAME
ROOM NUMBER
AREA
1
A
A7.1 2
1
3
-INTERIOR ELEVATIONDASH INDICATES NO ELEVATION
A
A5.1
BUILDING SECTIONSECTION NUMBERSECTION SHEET
23A8.1
DETAILDETAIL NUMBERDETAIL SHEET
3A4.1
EXTERIOR ELEVATIONELEVATION NUMBERELEVATION SHEET
DOOR NUMBERREFER TO DOORSCHEDULE
JJWINDOW TYPEREFER TO WINDOWSCHEDULE
ALOUVER TYPEREFER TO LOUVERSCHEDULE
WORK POINT(CONTROL or DATUM POINT)
MATCH LINE
FACE OF / TOP OFCENTER OF
101
1A101
SIM WALL SECTIONSECTION NUMBERSECTION SHEET
FLOOR, CEILING, ROOF TYPE INDICATORREFER TO FLOOR, CEILING, ROOFLEGEND
F1
NOTE TAGREFER TO NOTES LISTEDON SHEET
1
MATERIALS
METAL (SECTION)
WOOD, CONTINUOUS (SECTION)
WOOD, BLOCKING (SECTION)
POROUS FILL (SECTION)
PLYWOOD (SECTION)
EARTH (SECTION)
FINISH CARPENTRY
GYPSUM BOARD (SECTION)
INSULATION, BATT (PLAN & SECTION)
(ELEVATION & SECTION)
INSULATION, RIGID (PLAN & SECTION)
CONCRETE (SECTION)
CONCRETE MASONRY UNITS(PLAN & SECTION)
CERAMIC TILE (PLAN & ELEVATION)
BRICK OR C.M.U. (SECTION)
ACOUSTICAL TILE (SECTION)
INTERIOR WALL - 4" PARTITION5/8" GYPSUM WALL BOARD4" METAL STUDS @ 16" O.C.5/8" GYPSUM WALL BOARD
N01
INTERIOR WALL - 6" PARTITION5/8" GYPSUM WALL BOARD6" METAL STUDS @ 16" O.C.5/8" GYPSUM WALL BOARD
N02
INTERIOR WALL - HARDENED 1 SIDE5/8" GYPSUM WALL BOARD4" METAL STUDS @ 16" O.C.1/2" FRT PLYWOOD5/8" GYPSUM WALL BOARD
N21
INTERIOR WALL - HARDENED 2 SIDES5/8" GYPSUM WALL BOARD1/2" FRT PLYWOOD4" METAL STUDS @ 16" O.C.1/2" FRT PLYWOOD5/8" GYPSUM WALL BOARD
N22
INTERIOR WALL - 1 SIDED PARTITION4" METAL STUDS @ 16" O.C.5/8" GYPSUM WALL BOARD
N31
INTERIOR WALL ASSEMBLIES
N
N
(NOT ALL TYPES MAY BE USED)
N
N
N
INTERIOR WALL - TILE 1 SIDE5/8" GYPSUM WALL BOARD4" METAL STUDS @ 16" O.C.TILE BACKER BOARDCERAMIC TILE
N61N
INTERIOR WALL - 8" MASONRY7 5/8" CMU BLOCK
N51
MODIFIED EXTERIOR WALL - 4" MASONRY VENEEREXISITING EXTERIOR WALL ASSEMBLY1/2" AIR SPACE3 5/8" CMU VENEER W/ VENEER ANCHORSSECURED TO EXISTING WALL FRAMING
N52
SHAFTWALL - 1 HR FIRE BARRIER5/8" GYPSUM WALL BOARD6" METAL CH STUDS @ 24" O.C.1" GYPSUM SHAFTLINER PANEL
N71
INTERIOR WALL - 1 SIDED PARTITION6" METAL STUDS @ 16" O.C.5/8" GYPSUM WALL BOARD
N32N
1
4" INTERIOR WALL - STC 50 (MIN.)5/8" GYPSUM WALL BOARD4" METAL STUDS @ 16" O.C. W/ BATT INSULATION5/8" GYPSUM WALL BOARD5/8" GYPSUM WALL BOARD
N81NA
INTERIOR WALL - TILE 2 SIDES5/8" GYPSUM WALL BOARD4" METAL STUDS @ 16" O.C.TILE BACKER BOARDCERAMIC TILE
N63N
INTERIOR WALL - 1 SIDED PARTITION4" METAL STUDS @ 16" O.C.TILE BACKER BOARDCERAMIC TILE
N65N
INTERIOR WALL - 1 SIDED PARTITION8" METAL STUDS @ 16" O.C.TILE BACKER BOARDCERAMIC TILE
N66N
MODIFIED INTERIOR WALL - HARDENED 1 SIDEEXISTING INTERIOR WALL ASSEMBLY1/2" FRT PLYWOOD5/8" GYPSUM WALL BOARD
N23N
A
4" INTERIOR WALL - HARDENED 1 SIDE STC 50 (MIN.)5/8" GYPSUM WALL BOARD5/8" GYPSUM WALL BOARD4" METAL STUDS @ 16" O.C. W/ BATT INSULATION1/2" FRT PLYWOOD5/8" GYPSUM WALL BOARD
N82NA
INTERIOR WALL - TILE 1 SIDE5/8" GYPSUM WALL BOARD6" METAL STUDS @ 16" O.C.TILE BACKER BOARDCERAMIC TILE
N62N
A
INTERIOR WALL - TILE 2 SIDES5/8" GYPSUM WALL BOARD6" METAL STUDS @ 16" O.C.TILE BACKER BOARDCERAMIC TILE
N64N
A1
FIRE RATINGN = NOT RATED
A = ACOUSTIC
6" INTERIOR WALL - STC 50 (MIN.)5/8" GYPSUM WALL BOARD6" METAL STUDS @ 16" O.C. W/ BATT INSULATION5/8" GYPSUM WALL BOARD5/8" GYPSUM WALL BOARD
N83NA
HYE
RA
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TURE
P L
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NIN
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B EN
SON
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UN
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EMA T
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SNR sanitary napkin
receptacle
SPEC specification
SQ square
SR slip resistent
SS stainless steel
SSK service sink
ST stain
STA station
STD standard
STL steel
STN stone
STRUCT structural
STUC stucco
SUSP suspended
SYM symmetrical
SYS system
SV sheet vinyl
TB tread towel
bar/tack board
TBD to be determined
TBM tack board
(modular)
TEL telephone
TEMP temporary
TERR terrazzo
TG tempered glass
T&G tongue and groove
THK thick
TIG tempered insulated
glass
TKBD tackboard
TO top of
TOB top of beam
TOC top of concrete,
top of curb
TOP top of pavement
TOS top of steel
TOW top of wall
TPD toilet paper
dispenser
TPN toilet partition TS
tube steel
TSCD toilet seat cover
dispenser
TSPN transparent
TV television
TYP typical
UL Underwriters
Laboratories, Inc.
UNFIN unfinished
UNO unless noted
otherwise
UR urinal
VAR varnish
VCT vinyl composition
tile
VEND vending machine
VERT vertical
VEST vestibule
VR vapor retarder
W west, wide, width
W/ with
WC water closet
WCS wood ceiling
system
WCV wall covering
W/D washer/dryer
WD wood
WDG wood grille
WDW window
WG wire glass
WH wall hung
W/O without
WM walkoff mat
WP waterproof
WR water
resistent/waste
receptical
WSCT wainscot
WT weight
WWF welded wire fabric
OC on center
OD outside diameter
OFCI owner
furnish/contractor
install
OFOI owner
furnish/owner
install
OH overhead
OPNG opening
OPP opposite
OPQ opaque
P paint
PB polished brass
PC pre-cast
PCT porcelain tile
PERF perforated
PETG thermoplastic
polyester sheet
PGT polished granite
tile
PL property line
PLAM plastic laminate
plaster
PLAS
PLP
plastic laminate
panel plate
PLT
PLUM
plumb, plumbing
PLYWD plywood
PML preformed metal
liner
PMWP profiled metal wall
panel
PNL panel
PR pair
PREFAB prefabricated
PREFIN prefinish(ed)
PSF pounds per square
foot
PSI pounds per square
inch
PT pattern
PTD paper towel
dispenser
PTDR paper towel
dispenser and
receptacle
PTN partition
PTR paper towel
receptacle
PVMT pavement
QT quarry tile
RAF riser raised access
flooring
RB resilient/rubber
base
RCP reflected ceiling
plan
RD roof drain
RDO roof drain overflow
REBAR reinforcing bar
REF reference
REFL reflected
REFR refrigerator
REINF reinforc(ed)(ing)
REQD required
RESIL resilient
RFEC recessed fire
extinguisher
cabinet
RH robe hook, right
hand
RM room
RO rough opening
RRF recycled rubber
floor
RSF rubber sports floor
RT raised tile
RTD rated
RWL rain water leader
SC south solid core
SCHED schedule
SCO seat cover
SD soap dispenser
SDT static dissipative
tile
SECT section
SH shelf
SHTG sheeting
SHWR shower
SIG solar insulating
glass
SIM similar
SLN sheet linoleum
SLR sealer
SND sanitary napkin
dispenser
GFCMU ground face
concrete masonry
unit
GHM galvanized hollow
metal
GI galvanized iron
GL glass
GMMU glass mesh mortar
unit
GMU glazed masonry
unit
GND ground
GRD grade
GWB gypsum board
GYP gypsum
H hardener
HB hose bibb
HC hollow core
HDR header
HDWD hardwood
HDWE hardware
HM hollow metal
HMT hollow metal
thermal break
HORIZ horizontal
HR hour
HT height
HTG heating
HTR heater
HVC heating/ventilating
/cooling
HWH hot water heater
H2O water cooler
ID inside diameter
IG insulated glass
IHM insulated hollow
metal
INCL include
INSUL insulation
INT interior
IPS interior paint
system
JAN janitor
JST joist
JT joint
KBT key board tray
KIT kitchen
KO knock-out
KS knee space
L length, long
LAB laboratory
LAM laminate
LB lock box
(telephone)
LCB liquid chalkboard
LCBM liquid chalkboard
(modular)
LF legal file drawer
LH left hand
LINO linoleum
LKR locker
LT light
LWC linear wood ceiling
M&E mechanical and
electrical
MACH machine
MATL material
MAX maximum
MB mop bracket
MBD marker board
MC medicine cabinet
MCP metal ceiling panel
MCS metal ceiling
system
MECH mechanical
MEMB membrane
MFR manufacturer
MH manhole
MIN minimum
MIR mirror
MO masonry opening
MIL millimeter
MR moisture resistant
MRGB moisture resistant
gypsum board
MSB mop service basin
MTD mounted
MTL metal
MUL mullion
MWP metal wall panel
N north
N/A not applicable
NIC not in contract
NO number
NOM nominal
NTS not to scale
CUH cabinet unit
heater
CY cubic yard
D deep, depth
DBL double
DEB dry erase board
DEMO demolish,
demolition
DEPT department
DET detail
DF drinking fountain
DIA diameter
DIM dimension
DISP disposal
DIV division
DN down
DP dampproof(ing)
DR door
DS downspout
DW dishwasher
DWG drawing
DWR drawer
E east
EA each
EF exhaust fan
EG entry grate
EIFS exterior insulation
and finish system
EJ expansion joint
EL elevation
ELEC electrical
ELEV elevator
EM entry mat
EMER emergency
ENCL enclosure
EP electrical
panelboard
EPS exterior paint
system
EPX epoxy
EQ equal
EQUIP equipment
EWC electric water
cooler
EXH exhaust
(E) existing
EXIST existing
EXP exposed
EXPAN expansion
EXT exterior/extend
F factory finish
FA fire alarm
FAB fabricate
FB folding baby
changing table
FCP fiber cement panel
cement board
FD floor drain
FDC fire department
connection
FDN foundation
FE fire extinguisher
FEC fire extinguisher
cabinet
FFL finished floor line
FH fire hydrant
FHC fire hose cabinet
FIN finish
FLASH flashing
FLR floor
FO face of
FOC face of concrete
FOF face of finish
FOM face of masonry
FOS face of studs
FP fireproof
FPW folding partition
wall
FRMG framing
FRT fire retardant
treated
FS full size
FSS folding shower
seat
FT foot, feet
FTG footing
FURR furring
FUT future
GA gauge
GALV galvanized
GB grab bar
GEN general
GFCI government
furnish/contract
install
& and
< Angle
@ at
≈ approximately
℄ center line
ɸ diameter
= equal
- minus
d penny
T perpendicular
+ plus
# pound or number
Σ summation
T tee
AB anchor bolt
ABV above
A/C air conditioning
ACOUS acoustical
ACT acoustical ceiling
tile
AD area drain
ADJ adjacent
ADJST adjustable
AFF above finished
floor
AFP acoustic fabric
panel
AFS acoustical fabric
wall system
AG acoustical glass
ALT alternate
ALUM aluminum
AML acoustical metal
liner
ANC anchorage
AP acoustical plaster
APPROX approximate
ARCH architectural
ARG abuse resistant
gypsum wall board
ASPH asphalt
AVG average
AWP acoustical wood
panel
BD board
BR bullet resistent
BITUM bituminous
BLDG building
BLK block
BLKG blocking
BM beam
BMP bonded metal
panel
BO bottom of
BOF bottom of footing
BOT bottom
BSBD baseboard
BSMT basement
BTWN between
BUR built-up roof
CAB cabinet
CB chalkboard
CBU cement backer
unit
CC cubicle curtain
CEM cement
CF cubic foot
CFCI contractor
furnish/
contractor install
CG corner guard
CI cast iron
CIJ concrete isolating
joint
CJ control joint
CLG ceiling
CMU concrete masonry
unit
CLO closet
CNR corner
CNTR counter
CO clear clean out
COL column
COMP composition
CONC concrete
CONN connection
CONST construction
CONT continuous
CONTR contractor
CORR corridor
CPT carpet
CR closet rod
CT ceramic tile
CTR center
CTSK countersink
Anderson Building Code Summary
Use and Occupancy Classification (IBC Chapter 3):· B (For office, educational opportunities beyound the 12th grade)· S-2 (storage of noncombustible materials).· Mechanical room viewed as incidental use, Section 508.2 and Table 508.2.
General Building Heights and Areas (IBC Chapter 5)
Type V-B (see IBC Chapter 6)
Allowable Height = 3 Story / 60-feet (with sprinkler increase IBC 504.2)
Allowable Area Calculations:Allowable Area for B Occupancy: (most restrictive)Aa = {9,000 + [9,000 x 0.36] + [9,000 x 200%]}Aa = 9,000 + 3,240 + 18,000Aa = 30,240 square feet maximum for a single floor
Allowable Area for S-2 OccupancyAa = {13,500 + [13,500 x 0.36] + [13,500 x 200%]}Aa = 13,000 + 4,860 + 27,000Aa = 44,860 square feet maximum for a single floor
Actual Measured Height and Building Area:Floor Area:· Level 1 = 5,910 square feet· Level 2 = 5,100 square feet· Level 3 = 5,100 square feet
Building Height:· 3 stories· 43’-0”
Mixed Use and Occupancy (IBC Section 508)
Nonseparated Occupancies:· B occupancy is the most restrictive, see allowable calculations above.
Types of Construction (IBC Chapter 6)
Type V-B
Fire-Resistance Rating, Building Elements (IBC Table 601)Building Element Type V BStructural Frame 0Bearing Walls (Int & Ext) 0Nonbearing Walls & Partitions (Ext) 0Nonbearing Walls & Partitions (Int) 0Floor Construction 0Roof Construction 0
Fire-Resistance Rating, Exterior Walls (IBC Table 602), Type V BFire SeparationDistance (ft) Group B, & S<5 1>5 to <10 1>10 to <30 0>30 0
FIRE PROTECTION SYSTEMS (Ch. 9)Existing Automatic Sprinkler System
Not Required per 903.2. - Used for height increases.
EXTERIORFREEZER
EXTERIORCOLD LAB
128 SFELECTRICAL
1
102
324 SFMECH.
2
101
909 SF
SEAWATER RESEARCHLAB
23
111
660 SF
BIOLOGYUNDERGRADUATERESEARCH LAB 2
14
109 667 SF
BIOLOGYUNDERGRADUATERESEARCH LAB 3
14
108
374 SFPROCESS ROOM
2
100U2
158 SFMECH.
1
100U3
42 SFELEV. EQUIP
1
107
105 SFSHOWER
1
112A
AUKE BAY
EXIST.HAZMAT
STORAGE
PERMITTED 150-FTFIRE LANE DEAD END
EDGE OFEXISTINGPAVED VEHICLEDRIVE (TYP.)
EXIST. SALTWATER
INTAKE TANK
FIRE APPARATUSACCESS (DEAD-END)
PERMITTED150-FT HOSEACCESSBEYOND FIREAPPARATUS
PERMITTED150-FT HOSEACCESSBEYOND FIREAPPARATUS
FIRE APPARATUSACCESS
ELEVATOR
872 SF
LINEAR EQUIPMENTROOM
0
104
239 SF
DEPARTMENTALSHARED STORAGE
1
115
UNDERGROUNDFUEL OIL TANK
PROPANE FUELEDGENERATOR SET(ALTERNATE NO.1)
TRANSFORMER
PROPANE TANK
307 SF
DIVE LOCKER/ FIELD EQUIPMENTSTORAGE
8
112
200 SF
SEAWEED/ GREENHOUSE/ CULTURELAB
4
110
1 HOUR WALL CONSTRUCTION
CODE EXIT
Room name150 SF
Occupant_Load
101ROOM NUMBER ROOM AREA ROOM TAG (CODE PLAN)
PROPERTY LINE
CODE LEGEND
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1/16" = 1'-0"1 CODE PLAN - FIRST FLOOR
1 2 3 4 5
A
B
C
ELEVATOR
847 SF
CHEMISTRYINSTRUCTIONAL LAB
17
309 363 SF
CHEMISTRY STOCKSTORAGE
2
308
335 SFMECHANICAL
2
320
191 SF
CHEMISTRYINSTRUMENT ROOM
4
307
598 SFBIOLOGY LAB 1A
12
316
388 SFBIOLOGY LAB 1B
8
315
878 SF
BIOLOGYINSTRUCTIONAL LAB
18
314
290 SF
SUPPORT LAB BIOLOGYINSTRUCTION
6
310
145 SF
LAB TECH SHAREDOFFICE
2
313
52 SFM
1
319
52 SFW
1
318
138 SF
SPECIMEN COLLECTIONSTORAGE
1
317
OPEN EXITSTAIRWAY
ENCLOSED EXITSTAIRWAY
494 SFCORRIDOR
0
302
1 2 3 4 5
A
B
C
601 SFCLASSROOM 32 SEAT
31
203 460 SF
STUDENT COMMONS -BREAKROOM
33
202
865 SFCLASSROOM 42 SEAT
44
204117 SF
OFFICE
2
205A
117 SFOFFICE
2
205B 117 SFOFFICE
2
205C 117 SFOFFICE
2
205D
158 SFOFFICE
2
205E
679 SF
DEPARTMENTWORKROOM / ADMIN.
OFFICE
7
205
95 SFOFFICE
1
205F
139 SF
ADJUNCT FACULTYOFFICE
2
205G
184 SFWOMEN'S RESTROOM
2
206
162 SFMEN'S RESTROOM
2
207
33 SFJANITOR'S CLOSET
1
208
ELEVATOR
HAZMATSTORAGE
(EXIST)
SALT WATERINTAKE TANK
(EXIST)
CURRENT VEHICLESITE ACCESS
GLACIER HIGHWAY
ADDED EXITPATHWAY TOPUBLIC WAY
SWITCHBOARD
1 HOUR WALL CONSTRUCTION
CODE EXIT
Room name150 SF
Occupant_Load
101ROOM NUMBER ROOM AREA ROOM TAG (CODE PLAN)
PROPERTY LINE
CODE LEGEND
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1/16" = 1'-0"2 CODE PLAN - THIRD FLOOR
1/16" = 1'-0"1
ENTRY LEVEL CODE PLAN - SECONDFLOOR
1 2 3 4 5
A
B
C
29' - 10 3/4" 25' - 0" 29' - 10 3/4" 20' - 0"
29' -
10
3/4"
29' -
10
3/4"
INCUB.1
INCUB.2
SALT WATER TANK
AUTOPSY SINK24"X75.5"X5"D
AUTOCLAVEW/ DRAIN
21
2
3
7
31
8
4
31
3
12
12
2
14
14
5
22
5
6 21 1111
10
13
15
30
9
ITEMIZED DEMOLITION NOTES:
1. REMOVE EXISTING CASEWORK; BASE CABINETS, WALL MOUNTED CABINETS,COUNTERTOPS AND ASSOCIATED SINKS, GAS COCKS, AND ELECTRICALPEDESTALS. SEE MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS.SALVAGE EXISTING WOOD CASEWORK COMPONENTS AS NEEDED TO REPAIREXISTING CASEWORK IN EXISTING THIRD FLOOR LABORATORIES, CHEMISTRYINSTRUCTIONAL LAB 309 AND BIOLOGY INSTRUCTIONAL LAB 314.
2. REMOVE EXISTING FUME HOOD. RE-USE OF EXISTING FUME HOODS IS BEINGEVALUATED. SEE MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS.
3. REMOVE EXISTING TRENCH DRAIN COMPLETE; GRATING AND ANGLESUPPORTS. PREPARE FOR INFILL OF DEMOLISHED TRENCH WITH NEWCONCRETE FLOOR SLAB. SEE MECHANICAL FOR DEMOLITION OF PIPING ANDDRAINS. SEE “SLAB PLAN - FIRST FLOOR” FOR EXTENT OF TRENCH DRAINS.
4. REMOVE EXISTING TRENCH DRAIN GRATES. EXISTING TRENCH ANDSUPPORT ANGLES TO REMAIN FOR NEW SOLID COVERS.
5. EXISTING MECHANICAL ROOM, SEE MECHANICAL DEMOLITION DRAWINGSFOR EXTENT OF WORK.
6. EXISTING ELECTRICAL ROOM, SEE ELECTRICAL DEMOLITION DRAWINGSFOR EXTENT OF WORK.
7. REMOVE LOWER MODULE OF ALUMINUM STOREFRONT AND PREPAREOPENING FOR INFILL OF NEW EXTERIOR WALL ASSEMBLY.
8. REMOVE EXISTING ALUMINUM ENTRY DOOR, CUT NEW OPENING IN EXISTINGCONCRETE FOUNDATION WALL FOR RELOCATION OF DOOR, PREPARE OLDDOOR OPENING TO RECEIVE NEW INFILL CONSISTING OF CAST-IN-PLACECONCRETE FOUNDATION WALL (MATCH ADJACENT HEIGHT TO REMAIN), ANDNEW EXTERIOR WALL CONSTRUCTION MATCHING ADJOINING.
9. REMOVE EXISTING EXTERIOR WALL PANEL BEHIND EXISTING COLDLABORATORY. REPAIR EXTERIOR WALL ASSEMBLY (PATCH PENETRATIONSAND REPAIR OR REPLACE SHIP LAP SIDING) AS REQUIRED TO MATCHADJOINING WALL CONSTRUCTION.
10. EXISTING CABINET UNIT HEATER TO REMAIN.
11. EXISTING FIRE EXTINGUISHER CABINET TO BE REMOVED. SALVAGE FORPOTENTIAL RE-USE IN NEW WORK.
12. EXISTING EMERGENCY EYE WASH / SHOWER. SALVAGE FOR POTENTIALRE-USE IN NEW WORK.
13. EXISTING ELECTRICAL OR COMMUNICATIONS PANEL. SEE ELECTRICALDEMOLITION DRAWINGS FOR EXTENT OF WORK.
14. ALTERNATE NO. 1: REMOVE EXISTING GENERATOR COMPLETE INCLUDINGEXTERIOR RADIATOR AND EXHAUST. SEE ELECTRICAL DEMOLITIONDRAWINGS.
15. AREA OF EXISTING EXTERIOR LOADING DOCK CONCRETE SLAB ONGRADE, RETAINING WALLS, STAIRS AND RAILINGS. DEMOLISH AS REQUIREDFOR NEW WORK. SEE SHEET A1.0 SITE PLAN - ARCHITECTURAL AND CIVIL FORREVISED LAYOUT. EXISTING WALK-IN FREEZER (9’-8” SQUARE), COLD-LABREFRIGERATOR AND ENCLOSURE (9’-10” X 15’-10”), WOODEN CRIBBING, ANDROOF MOUNTED CONDENSERS TO BE REMOVED. SEE MECHANICAL ANDELECTRICAL DEMOLITION DRAWINGS.
16. EXISTING TACKBOARD TO BE REMOVED.
17. EXISTING WALL MOUNTED PHONE. SEE ELECTRICAL DEMOLITIONDRAWINGS.
18. EXISTING PROJECTION SCREEN TO BE REMOVED.
19.REMOVE AND SALVAGE EXISTING FLOOR MOP SINK AND MOP HOLDERRACK FOR REINSTALLATION.
20. REMOVE AND SALVAGE EXISTING WALL MOUNTED SLIDING MARKERBOARDUNIT AND CASEWORK FOR REINSTALLATION FOLLOWING DEMOLITION ANDCONSTRUCTION OF NEW WALLS. COORDINATE PROVISIONS FOR BACKINGWITH REINSTALLATION.
21. EXISTING TOILET ROOM. DEMOLISH ALL FIXTURES, TOILET PARTITIONS,AND TOILET ACCESSORIES COMPLETE. SEE MECHANICAL DEMOLITIONDRAWINGS FOR ASSOCIATED PLUMBING WORK.
22. DEMOLISH EXISTING HYDRAULIC ELEVATOR, OPENINGS, SIGNAL AND CALLSTATIONS, AND EQUIPMENT COMPLETE. ENLARGE FLOOR OPENINGS FORNEW ELEVATOR AS DESCRIBED. ENLARGE ELEVATOR PIT FOUNDATION ANDWALLS AS REQUIRED FOR NEW ELEVATOR.
23. EXISTING INSTRUCTIONAL ISLAND TO REMAIN. SEE MECHANICAL ANDELECTRICAL DRAWINGS FOR DEMOLITION AND NEW WORK.
24. LOCATION FOR NEW SWITCHBOARD (SEE ELECTRICAL). DEMOLISHEXISTING ROOF/PAVER ASSEMBLY AS REQUIRED FOR INSTALLATION OF NEWCAST-IN-PLACE PEDESTAL BASE AND ROOF FLASHING TERMINATIONS.
25. EXISTING FIRE ALARM ANNUNCIATOR PANEL TO BE REMOVED. SEEELECTRICAL DEMOLITION DRAWINGS.
26. EXISTING FUME HOODS, SOFFIT, AND FIRE SUPPRESSION SYSTEM TO BEREMOVED. SEE MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS.
27. EXISTING EMERGENCY EYE WASH / SHOWER TO REMAIN.
28. EXISTING DISPLAY CASE TO BE REMOVED.
29. EXISTING DRINKING FOUNTAIN TO BE REMOVED. SEE MECHANICALDEMOLITION DRAWINGS.
30. REMOVE EXTERIOR SOFFIT COMPLETE.
31. REMOVE WALL COMPLETE (FORMER EXTERIOR WALL AND EXISTINGEXTERIOR WALL). REUSE OF ALUMINUM WINDOWS BEING EVALUATED FOR RE-USE IN NEW SOUTH EXTERIOR WALL BETWEEN GRIDS 1 AND 2.
32. REMOVE PORTION OF EXTERIOR WALL FOR NEW MECHANICAL LOUVER.SEE MECHANICAL DEMOLITION DRAWINGS.
33. EXISTING CHASE. REMOVE AND REPAIR PORTIONS AS NEEDED TOUPGRADE EXISTING SEAWATER PIPING. SEE MECHANICAL DEMOLITIONDRAWINGS.
34. REMOVE EXISTING CASEWORK; BASE CABINETS, WALL MOUNTEDCABINETS, COUNTERTOPS AND ASSOCIATED SINKS. SEE MECHANICALDEMOLITION DRAWINGS. SALVAGE FOR REINSTALLATION FOLLOWING NEWWALL CONSTRUCTION. (2) EXISTING MICROSCOPE CABINETS TO BEREINSTALLED IN ADJOINING ROOM, SUPPORT LAB BIOLOGY INSTRUCTION 310.
DEMOLITION LEGEND
ITEM TO BE DEMOLISHED
ITEM TO REMAIN
GENERAL DEMOLITION NOTES:
DEMOLITION WORK IS BASED ON RECORD DOCUMENTS PROVIDED BY THE UNIVERSITY OF ALASKA SOUTHEAST AND LIMITED FIELD VERIFICATION.DISCOVERED DISCREPANCIES ARE TO BE NOTED AND SUBMITTED TO THE OWNER FOR CLARIFICATION AND DIRECTION OF WORK.
ALL CEILINGS AND SUPPORT STRUCTURE ARE TO BE DEMOLISHED UNLESS OTHERWISE NOTED. SEE ELECTRICAL DEMOLITION DRAWINGS FORLIGHTING.
ALL FLOOR FINISHES TO BE REMOVED UNLESS NOTED OTHERWISE, SEE SHEET A12.1, ROOM FINISH SCHEDULE
EXISTING FREESTANDING POWER/DATA POLES TO BE REMOVED SEE ELECTRICAL DEMOLITION DRAWINGS.
THE FACILITY IS CURRENTLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM. REQUIRED MODIFICATIONS ARE COVERED IN PERFORMANCESPECIFICATIONS, SEE MECHANICAL DOCUMENTS.
A SIGNIFICANT AMOUNT OF DEMOUNTABLE PARTITIONS EXIST WITHIN THE FACILITY. DEMOLITION OF DEMOUNTABLE PARTITIONS TO CONSIST OF ALLACCESSORIES; NOT LIMITED TO CHALKBOARD SURFACES AND SURFACE RACEWAYS AND OUTLETS (SEE ELECTRICAL DEMOLITION DRAWINGS).
AN EXISTING ENVIRONMENTAL REPORT WAS PREPARED BY CARSON DORN, INC. FOR THE UNIVERSITY OF ALASKA SOUTHEAST TITLED “ASBESTOSSURVEY FOR ANDERSON BUILDING, JUNEAU, ALASKA,” DATED DECEMBER 2008. THE REPORT IDENTIFIED ASBESTOS CONTAINING BUILDING MATERIALFOUND IS IN THE LAB BENCHES ON THE FIRST/GROUND FLOOR, WHICH CONTAINS 15% CHRYSOTILE.
AN ENVIRONMENTAL INVESTIGATION IS BEING UNDERTAKEN FOR THE EXISTING ROOF. A FINAL REPORT WILL BE PREPARED FOR USE BY THE DESIGNTEAM AND THE CONTRACTOR.
ALL ITEMS NOT REMOVED BY OWNER FROM WORK AREAS OR INDICATED FOR SALVAGE TO BE DEMOLISHED.
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1/8" = 1'-0"1 DEMOLITION - FIRST FLOOR
1 2 3 4 5
A
B
C
23
18
18
16
16
25
16
11
11
1617
24
29' -
10
3/4"
29' -
10
3/4"
29' - 10 3/4" 25' - 0" 29' - 10 3/4" 20' - 0"
33
ITEMIZED DEMOLITION NOTES:
1. REMOVE EXISTING CASEWORK; BASE CABINETS, WALL MOUNTED CABINETS,COUNTERTOPS AND ASSOCIATED SINKS, GAS COCKS, AND ELECTRICALPEDESTALS. SEE MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS.SALVAGE EXISTING WOOD CASEWORK COMPONENTS AS NEEDED TO REPAIREXISTING CASEWORK IN EXISTING THIRD FLOOR LABORATORIES, CHEMISTRYINSTRUCTIONAL LAB 309 AND BIOLOGY INSTRUCTIONAL LAB 314.
2. REMOVE EXISTING FUME HOOD. RE-USE OF EXISTING FUME HOODS IS BEINGEVALUATED. SEE MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS.
3. REMOVE EXISTING TRENCH DRAIN COMPLETE; GRATING AND ANGLESUPPORTS. PREPARE FOR INFILL OF DEMOLISHED TRENCH WITH NEWCONCRETE FLOOR SLAB. SEE MECHANICAL FOR DEMOLITION OF PIPING ANDDRAINS. SEE “SLAB PLAN - FIRST FLOOR” FOR EXTENT OF TRENCH DRAINS.
4. REMOVE EXISTING TRENCH DRAIN GRATES. EXISTING TRENCH ANDSUPPORT ANGLES TO REMAIN FOR NEW SOLID COVERS.
5. EXISTING MECHANICAL ROOM, SEE MECHANICAL DEMOLITION DRAWINGSFOR EXTENT OF WORK.
6. EXISTING ELECTRICAL ROOM, SEE ELECTRICAL DEMOLITION DRAWINGSFOR EXTENT OF WORK.
7. REMOVE LOWER MODULE OF ALUMINUM STOREFRONT AND PREPAREOPENING FOR INFILL OF NEW EXTERIOR WALL ASSEMBLY.
8. REMOVE EXISTING ALUMINUM ENTRY DOOR, CUT NEW OPENING IN EXISTINGCONCRETE FOUNDATION WALL FOR RELOCATION OF DOOR, PREPARE OLDDOOR OPENING TO RECEIVE NEW INFILL CONSISTING OF CAST-IN-PLACECONCRETE FOUNDATION WALL (MATCH ADJACENT HEIGHT TO REMAIN), ANDNEW EXTERIOR WALL CONSTRUCTION MATCHING ADJOINING.
9. REMOVE EXISTING EXTERIOR WALL PANEL BEHIND EXISTING COLDLABORATORY. REPAIR EXTERIOR WALL ASSEMBLY (PATCH PENETRATIONSAND REPAIR OR REPLACE SHIP LAP SIDING) AS REQUIRED TO MATCHADJOINING WALL CONSTRUCTION.
10. EXISTING CABINET UNIT HEATER TO REMAIN.
11. EXISTING FIRE EXTINGUISHER CABINET TO BE REMOVED. SALVAGE FORPOTENTIAL RE-USE IN NEW WORK.
12. EXISTING EMERGENCY EYE WASH / SHOWER. SALVAGE FOR POTENTIALRE-USE IN NEW WORK.
13. EXISTING ELECTRICAL OR COMMUNICATIONS PANEL. SEE ELECTRICALDEMOLITION DRAWINGS FOR EXTENT OF WORK.
14. ALTERNATE NO. 1: REMOVE EXISTING GENERATOR COMPLETE INCLUDINGEXTERIOR RADIATOR AND EXHAUST. SEE ELECTRICAL DEMOLITIONDRAWINGS.
15. AREA OF EXISTING EXTERIOR LOADING DOCK CONCRETE SLAB ONGRADE, RETAINING WALLS, STAIRS AND RAILINGS. DEMOLISH AS REQUIREDFOR NEW WORK. SEE SHEET A1.0 SITE PLAN - ARCHITECTURAL AND CIVIL FORREVISED LAYOUT. EXISTING WALK-IN FREEZER (9’-8” SQUARE), COLD-LABREFRIGERATOR AND ENCLOSURE (9’-10” X 15’-10”), WOODEN CRIBBING, ANDROOF MOUNTED CONDENSERS TO BE REMOVED. SEE MECHANICAL ANDELECTRICAL DEMOLITION DRAWINGS.
16. EXISTING TACKBOARD TO BE REMOVED.
17. EXISTING WALL MOUNTED PHONE. SEE ELECTRICAL DEMOLITIONDRAWINGS.
18. EXISTING PROJECTION SCREEN TO BE REMOVED.
19.REMOVE AND SALVAGE EXISTING FLOOR MOP SINK AND MOP HOLDERRACK FOR REINSTALLATION.
20. REMOVE AND SALVAGE EXISTING WALL MOUNTED SLIDING MARKERBOARDUNIT AND CASEWORK FOR REINSTALLATION FOLLOWING DEMOLITION ANDCONSTRUCTION OF NEW WALLS. COORDINATE PROVISIONS FOR BACKINGWITH REINSTALLATION.
21. EXISTING TOILET ROOM. DEMOLISH ALL FIXTURES, TOILET PARTITIONS,AND TOILET ACCESSORIES COMPLETE. SEE MECHANICAL DEMOLITIONDRAWINGS FOR ASSOCIATED PLUMBING WORK.
22. DEMOLISH EXISTING HYDRAULIC ELEVATOR, OPENINGS, SIGNAL AND CALLSTATIONS, AND EQUIPMENT COMPLETE. ENLARGE FLOOR OPENINGS FORNEW ELEVATOR AS DESCRIBED. ENLARGE ELEVATOR PIT FOUNDATION ANDWALLS AS REQUIRED FOR NEW ELEVATOR.
23. EXISTING INSTRUCTIONAL ISLAND TO REMAIN. SEE MECHANICAL ANDELECTRICAL DRAWINGS FOR DEMOLITION AND NEW WORK.
24. LOCATION FOR NEW SWITCHBOARD (SEE ELECTRICAL). DEMOLISHEXISTING ROOF/PAVER ASSEMBLY AS REQUIRED FOR INSTALLATION OF NEWCAST-IN-PLACE PEDESTAL BASE AND ROOF FLASHING TERMINATIONS.
25. EXISTING FIRE ALARM ANNUNCIATOR PANEL TO BE REMOVED. SEEELECTRICAL DEMOLITION DRAWINGS.
26. EXISTING FUME HOODS, SOFFIT, AND FIRE SUPPRESSION SYSTEM TO BEREMOVED. SEE MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS.
27. EXISTING EMERGENCY EYE WASH / SHOWER TO REMAIN.
28. EXISTING DISPLAY CASE TO BE REMOVED.
29. EXISTING DRINKING FOUNTAIN TO BE REMOVED. SEE MECHANICALDEMOLITION DRAWINGS.
30. REMOVE EXTERIOR SOFFIT COMPLETE.
31. REMOVE WALL COMPLETE (FORMER EXTERIOR WALL AND EXISTINGEXTERIOR WALL). REUSE OF ALUMINUM WINDOWS BEING EVALUATED FOR RE-USE IN NEW SOUTH EXTERIOR WALL BETWEEN GRIDS 1 AND 2.
32. REMOVE PORTION OF EXTERIOR WALL FOR NEW MECHANICAL LOUVER.SEE MECHANICAL DEMOLITION DRAWINGS.
33. EXISTING CHASE. REMOVE AND REPAIR PORTIONS AS NEEDED TOUPGRADE EXISTING SEAWATER PIPING. SEE MECHANICAL DEMOLITIONDRAWINGS.
34. REMOVE EXISTING CASEWORK; BASE CABINETS, WALL MOUNTEDCABINETS, COUNTERTOPS AND ASSOCIATED SINKS. SEE MECHANICALDEMOLITION DRAWINGS. SALVAGE FOR REINSTALLATION FOLLOWING NEWWALL CONSTRUCTION. (2) EXISTING MICROSCOPE CABINETS TO BEREINSTALLED IN ADJOINING ROOM, SUPPORT LAB BIOLOGY INSTRUCTION 310.
DEMOLITION LEGEND
ITEM TO BE DEMOLISHED
ITEM TO REMAIN
GENERAL DEMOLITION NOTES:
DEMOLITION WORK IS BASED ON RECORD DOCUMENTS PROVIDED BY THE UNIVERSITY OF ALASKA SOUTHEAST AND LIMITED FIELD VERIFICATION.DISCOVERED DISCREPANCIES ARE TO BE NOTED AND SUBMITTED TO THE OWNER FOR CLARIFICATION AND DIRECTION OF WORK.
ALL CEILINGS AND SUPPORT STRUCTURE ARE TO BE DEMOLISHED UNLESS OTHERWISE NOTED. SEE ELECTRICAL DEMOLITION DRAWINGS FORLIGHTING.
ALL FLOOR FINISHES TO BE REMOVED UNLESS NOTED OTHERWISE, SEE SHEET A12.1, ROOM FINISH SCHEDULE
EXISTING FREESTANDING POWER/DATA POLES TO BE REMOVED SEE ELECTRICAL DEMOLITION DRAWINGS.
THE FACILITY IS CURRENTLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM. REQUIRED MODIFICATIONS ARE COVERED IN PERFORMANCESPECIFICATIONS, SEE MECHANICAL DOCUMENTS.
A SIGNIFICANT AMOUNT OF DEMOUNTABLE PARTITIONS EXIST WITHIN THE FACILITY. DEMOLITION OF DEMOUNTABLE PARTITIONS TO CONSIST OF ALLACCESSORIES; NOT LIMITED TO CHALKBOARD SURFACES AND SURFACE RACEWAYS AND OUTLETS (SEE ELECTRICAL DEMOLITION DRAWINGS).
AN EXISTING ENVIRONMENTAL REPORT WAS PREPARED BY CARSON DORN, INC. FOR THE UNIVERSITY OF ALASKA SOUTHEAST TITLED “ASBESTOSSURVEY FOR ANDERSON BUILDING, JUNEAU, ALASKA,” DATED DECEMBER 2008. THE REPORT IDENTIFIED ASBESTOS CONTAINING BUILDING MATERIALFOUND IS IN THE LAB BENCHES ON THE FIRST/GROUND FLOOR, WHICH CONTAINS 15% CHRYSOTILE.
AN ENVIRONMENTAL INVESTIGATION IS BEING UNDERTAKEN FOR THE EXISTING ROOF. A FINAL REPORT WILL BE PREPARED FOR USE BY THE DESIGNTEAM AND THE CONTRACTOR.
ALL ITEMS NOT REMOVED BY OWNER FROM WORK AREAS OR INDICATED FOR SALVAGE TO BE DEMOLISHED.
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1/8" = 1'-0"1 DEMOLITION - SECOND FLOOR
1 2 3 4 5
A
B
C
27 26
13 282911
19
32
22
29' -
10
3/4"
29' -
10
3/4"
29' - 10 3/4" 25' - 0" 29' - 10 3/4" 20' - 0"
27 27 2020
17
27
34
33
ITEMIZED DEMOLITION NOTES:
1. REMOVE EXISTING CASEWORK; BASE CABINETS, WALL MOUNTED CABINETS,COUNTERTOPS AND ASSOCIATED SINKS, GAS COCKS, AND ELECTRICALPEDESTALS. SEE MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS.SALVAGE EXISTING WOOD CASEWORK COMPONENTS AS NEEDED TO REPAIREXISTING CASEWORK IN EXISTING THIRD FLOOR LABORATORIES, CHEMISTRYINSTRUCTIONAL LAB 309 AND BIOLOGY INSTRUCTIONAL LAB 314.
2. REMOVE EXISTING FUME HOOD. RE-USE OF EXISTING FUME HOODS IS BEINGEVALUATED. SEE MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS.
3. REMOVE EXISTING TRENCH DRAIN COMPLETE; GRATING AND ANGLESUPPORTS. PREPARE FOR INFILL OF DEMOLISHED TRENCH WITH NEWCONCRETE FLOOR SLAB. SEE MECHANICAL FOR DEMOLITION OF PIPING ANDDRAINS. SEE “SLAB PLAN - FIRST FLOOR” FOR EXTENT OF TRENCH DRAINS.
4. REMOVE EXISTING TRENCH DRAIN GRATES. EXISTING TRENCH ANDSUPPORT ANGLES TO REMAIN FOR NEW SOLID COVERS.
5. EXISTING MECHANICAL ROOM, SEE MECHANICAL DEMOLITION DRAWINGSFOR EXTENT OF WORK.
6. EXISTING ELECTRICAL ROOM, SEE ELECTRICAL DEMOLITION DRAWINGSFOR EXTENT OF WORK.
7. REMOVE LOWER MODULE OF ALUMINUM STOREFRONT AND PREPAREOPENING FOR INFILL OF NEW EXTERIOR WALL ASSEMBLY.
8. REMOVE EXISTING ALUMINUM ENTRY DOOR, CUT NEW OPENING IN EXISTINGCONCRETE FOUNDATION WALL FOR RELOCATION OF DOOR, PREPARE OLDDOOR OPENING TO RECEIVE NEW INFILL CONSISTING OF CAST-IN-PLACECONCRETE FOUNDATION WALL (MATCH ADJACENT HEIGHT TO REMAIN), ANDNEW EXTERIOR WALL CONSTRUCTION MATCHING ADJOINING.
9. REMOVE EXISTING EXTERIOR WALL PANEL BEHIND EXISTING COLDLABORATORY. REPAIR EXTERIOR WALL ASSEMBLY (PATCH PENETRATIONSAND REPAIR OR REPLACE SHIP LAP SIDING) AS REQUIRED TO MATCHADJOINING WALL CONSTRUCTION.
10. EXISTING CABINET UNIT HEATER TO REMAIN.
11. EXISTING FIRE EXTINGUISHER CABINET TO BE REMOVED. SALVAGE FORPOTENTIAL RE-USE IN NEW WORK.
12. EXISTING EMERGENCY EYE WASH / SHOWER. SALVAGE FOR POTENTIALRE-USE IN NEW WORK.
13. EXISTING ELECTRICAL OR COMMUNICATIONS PANEL. SEE ELECTRICALDEMOLITION DRAWINGS FOR EXTENT OF WORK.
14. ALTERNATE NO. 1: REMOVE EXISTING GENERATOR COMPLETE INCLUDINGEXTERIOR RADIATOR AND EXHAUST. SEE ELECTRICAL DEMOLITIONDRAWINGS.
15. AREA OF EXISTING EXTERIOR LOADING DOCK CONCRETE SLAB ONGRADE, RETAINING WALLS, STAIRS AND RAILINGS. DEMOLISH AS REQUIREDFOR NEW WORK. SEE SHEET A1.0 SITE PLAN - ARCHITECTURAL AND CIVIL FORREVISED LAYOUT. EXISTING WALK-IN FREEZER (9’-8” SQUARE), COLD-LABREFRIGERATOR AND ENCLOSURE (9’-10” X 15’-10”), WOODEN CRIBBING, ANDROOF MOUNTED CONDENSERS TO BE REMOVED. SEE MECHANICAL ANDELECTRICAL DEMOLITION DRAWINGS.
16. EXISTING TACKBOARD TO BE REMOVED.
17. EXISTING WALL MOUNTED PHONE. SEE ELECTRICAL DEMOLITIONDRAWINGS.
18. EXISTING PROJECTION SCREEN TO BE REMOVED.
19.REMOVE AND SALVAGE EXISTING FLOOR MOP SINK AND MOP HOLDERRACK FOR REINSTALLATION.
20. REMOVE AND SALVAGE EXISTING WALL MOUNTED SLIDING MARKERBOARDUNIT AND CASEWORK FOR REINSTALLATION FOLLOWING DEMOLITION ANDCONSTRUCTION OF NEW WALLS. COORDINATE PROVISIONS FOR BACKINGWITH REINSTALLATION.
21. EXISTING TOILET ROOM. DEMOLISH ALL FIXTURES, TOILET PARTITIONS,AND TOILET ACCESSORIES COMPLETE. SEE MECHANICAL DEMOLITIONDRAWINGS FOR ASSOCIATED PLUMBING WORK.
22. DEMOLISH EXISTING HYDRAULIC ELEVATOR, OPENINGS, SIGNAL AND CALLSTATIONS, AND EQUIPMENT COMPLETE. ENLARGE FLOOR OPENINGS FORNEW ELEVATOR AS DESCRIBED. ENLARGE ELEVATOR PIT FOUNDATION ANDWALLS AS REQUIRED FOR NEW ELEVATOR.
23. EXISTING INSTRUCTIONAL ISLAND TO REMAIN. SEE MECHANICAL ANDELECTRICAL DRAWINGS FOR DEMOLITION AND NEW WORK.
24. LOCATION FOR NEW SWITCHBOARD (SEE ELECTRICAL). DEMOLISHEXISTING ROOF/PAVER ASSEMBLY AS REQUIRED FOR INSTALLATION OF NEWCAST-IN-PLACE PEDESTAL BASE AND ROOF FLASHING TERMINATIONS.
25. EXISTING FIRE ALARM ANNUNCIATOR PANEL TO BE REMOVED. SEEELECTRICAL DEMOLITION DRAWINGS.
26. EXISTING FUME HOODS, SOFFIT, AND FIRE SUPPRESSION SYSTEM TO BEREMOVED. SEE MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS.
27. EXISTING EMERGENCY EYE WASH / SHOWER TO REMAIN.
28. EXISTING DISPLAY CASE TO BE REMOVED.
29. EXISTING DRINKING FOUNTAIN TO BE REMOVED. SEE MECHANICALDEMOLITION DRAWINGS.
30. REMOVE EXTERIOR SOFFIT COMPLETE.
31. REMOVE WALL COMPLETE (FORMER EXTERIOR WALL AND EXISTINGEXTERIOR WALL). REUSE OF ALUMINUM WINDOWS BEING EVALUATED FOR RE-USE IN NEW SOUTH EXTERIOR WALL BETWEEN GRIDS 1 AND 2.
32. REMOVE PORTION OF EXTERIOR WALL FOR NEW MECHANICAL LOUVER.SEE MECHANICAL DEMOLITION DRAWINGS.
33. EXISTING CHASE. REMOVE AND REPAIR PORTIONS AS NEEDED TOUPGRADE EXISTING SEAWATER PIPING. SEE MECHANICAL DEMOLITIONDRAWINGS.
34. REMOVE EXISTING CASEWORK; BASE CABINETS, WALL MOUNTEDCABINETS, COUNTERTOPS AND ASSOCIATED SINKS. SEE MECHANICALDEMOLITION DRAWINGS. SALVAGE FOR REINSTALLATION FOLLOWING NEWWALL CONSTRUCTION. (2) EXISTING MICROSCOPE CABINETS TO BEREINSTALLED IN ADJOINING ROOM, SUPPORT LAB BIOLOGY INSTRUCTION 310.
DEMOLITION LEGEND
ITEM TO BE DEMOLISHED
ITEM TO REMAIN
GENERAL DEMOLITION NOTES:
DEMOLITION WORK IS BASED ON RECORD DOCUMENTS PROVIDED BY THE UNIVERSITY OF ALASKA SOUTHEAST AND LIMITED FIELD VERIFICATION.DISCOVERED DISCREPANCIES ARE TO BE NOTED AND SUBMITTED TO THE OWNER FOR CLARIFICATION AND DIRECTION OF WORK.
ALL CEILINGS AND SUPPORT STRUCTURE ARE TO BE DEMOLISHED UNLESS OTHERWISE NOTED. SEE ELECTRICAL DEMOLITION DRAWINGS FORLIGHTING.
ALL FLOOR FINISHES TO BE REMOVED UNLESS NOTED OTHERWISE, SEE SHEET A12.1, ROOM FINISH SCHEDULE
EXISTING FREESTANDING POWER/DATA POLES TO BE REMOVED SEE ELECTRICAL DEMOLITION DRAWINGS.
THE FACILITY IS CURRENTLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM. REQUIRED MODIFICATIONS ARE COVERED IN PERFORMANCESPECIFICATIONS, SEE MECHANICAL DOCUMENTS.
A SIGNIFICANT AMOUNT OF DEMOUNTABLE PARTITIONS EXIST WITHIN THE FACILITY. DEMOLITION OF DEMOUNTABLE PARTITIONS TO CONSIST OF ALLACCESSORIES; NOT LIMITED TO CHALKBOARD SURFACES AND SURFACE RACEWAYS AND OUTLETS (SEE ELECTRICAL DEMOLITION DRAWINGS).
AN EXISTING ENVIRONMENTAL REPORT WAS PREPARED BY CARSON DORN, INC. FOR THE UNIVERSITY OF ALASKA SOUTHEAST TITLED “ASBESTOSSURVEY FOR ANDERSON BUILDING, JUNEAU, ALASKA,” DATED DECEMBER 2008. THE REPORT IDENTIFIED ASBESTOS CONTAINING BUILDING MATERIALFOUND IS IN THE LAB BENCHES ON THE FIRST/GROUND FLOOR, WHICH CONTAINS 15% CHRYSOTILE.
AN ENVIRONMENTAL INVESTIGATION IS BEING UNDERTAKEN FOR THE EXISTING ROOF. A FINAL REPORT WILL BE PREPARED FOR USE BY THE DESIGNTEAM AND THE CONTRACTOR.
ALL ITEMS NOT REMOVED BY OWNER FROM WORK AREAS OR INDICATED FOR SALVAGE TO BE DEMOLISHED.
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9
JS
1/8" = 1'-0"1 DEMOLITION - THIRD FLOOR
1 2 3 4 5
A
B
C
22
6
69
9
9
9
6
10
11 1112
21 3
4
5 5
6
13
8
7
29' -
10
3/4"
29' -
10
3/4"
29' - 10 3/4" 25' - 0" 29' - 10 3/4" 20' - 0"
ITEMIZED DEMOLITION NOTES:
1. EXISTING TRENCH DRAIN TO REMAIN.
2. REMOVE EXISTING TRENCH DRAIN COMPLETE; GRATING ANDANGLE SUPPORTS. PREPARE FOR INFILL OF DEMOLISHEDTRENCH WITH NEW CONCRETE FLOOR SLAB. SEE MECHANICALFOR DEMOLITION OF PIPING AND DRAINS.
3. REMOVE EXISTING TRENCH DRAIN GRATES. EXISTING TRENCHAND SUPPORT ANGLES TO REMAIN FOR NEW SOLID COVERS.
4. NEW TRENCH DRAIN. MATCH EXISTING DIMENSIONS OFADJOINING EXISTING TRENCH TO REMAIN. AT CONTINUATION OFTRENCHES BELOW INTERIOR WALLS PROVIDE SOLID COVER FORWALL THICKNESS PLUS 8-INNCHES EITHER SIDE.
5. EXISTING CONCRETE CURB AT BOTTOM OF WALL. DEMOLISHCURB AS REQUIRED TO PATCH FLOOR AND APPLY NEW FLOORFINISHES. REMOVE VERTICAL RE-BAR PENETRATING REMAININGFLOOR SLABS TO A POINT 2-INCHES BELOW SLAB ELEVATIONAND PREPARE FOR CONCRETE PATCH.
6. NEW 6-INCH HIGH CAST CONCRETE CURB.
7. ENLARGE ELEVATOR PIT TO ACCOMMODATE NEW ELEVATOR.SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS FORDIMENSIONS AND NEW FOUNDATION WORK. PROVIDE NEW PITSUMP, COORDINATE DIMENSIONS WITH ELEVATORMANUFACTURER. SEE STRUCTURAL AND MECHANICALDRAWINGS.
8. FOR DETAILED LAYOUT OF EXISTING EXTERIOR LOADINGDOCK MODIFICATIONS AND DRAINS SEE SHEET A1.0 SITE PLAN -ARCHITECTURAL, CIVIL, AND MECHANICAL DRAWINGS. FOREXTENT OF HEAT TRACED DRAIN LINES SEE ELECTRICAL.
9. GENERAL FLOOR DRAIN.
10. SHOWER DRAIN.
11. EMERGENCY EYE WASH / SHOWER DRAIN.
12. FLOOR SINK FOR ICE MAKER INDIRECT DRAIN.
13. EXISTING CONCRETE STEM WALL. CUT NEW OPENING FORRELOCATED EXIT DOOR AND REPLACE WALL AT OLD OPENING.SEE STRUCTURAL.
DEMOLITION LEGEND
ITEM TO BE DEMOLISHED
ITEM TO REMAIN
NEW WORK
GENERAL DEMOLITION NOTES:
DEMOLITION WORK IS BASED ON RECORD DOCUMENTS PROVIDED BY THE UNIVERSITY OF ALASKASOUTHEAST AND LIMITED FIELD VERIFICATION. DISCOVERED DISCREPANCIES ARE TO BE NOTED ANDSUBMITTED TO THE OWNER FOR CLARIFICATION AND DIRECTION OF WORK.
FOR UNDERSLAB PLUMBING MODIFICATIONS AND NEW WORK SEE MECHANICAL DRAWINGS FORDEMOLITION AND NEW WORK. NEW FLOOR DRAINS ASSOCIATED WITH ROOM DATA SHEET LISTINGS AREINDICATED ONLY ON PLAN.
FOR BURIED ELECTRICAL CONDUITS AND TERMINATIONS SEE ELECTRICAL DRAWINGS FOR DEMOLITIONAND NEW WORK.
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1/8" = 1'-0"1 SLAB PLAN - FIRST FLOOR
1 2 3 4 5
A
B
C
29' - 10 3/4" 25' - 0" 29' - 10 3/4" 20' - 0"
29' -
10
3/4"
29' -
10
3/4"
ELEV. EQUIP107
EXTERIOR FREEZER103B
101
100U3B
100U3A
100U2
108C
A4.1
1
A4.1 2
128 SF
ELECTRICAL102
324 SF
MECH.101
909 SF
SEAWATERRESEARCH LAB
111
660 SF
BIOLOGYUNDERGRADUATERESEARCH LAB 2
109
667 SF
BIOLOGYUNDERGRADUATERESEARCH LAB 3
108
LINEAREQUIPMENT
ROOM104
374 SF
PROCESS ROOM100U2
158 SF
MECH.100U3
234 SF
STAIR103
A8.1
1
2
3
4
A8.27
108
239 SF
DEPARTMENTALSHARED
STORAGE115
232 SF
SUPPORT LAB:SEAWATER LAB
114307 SF
DIVE LOCKER/FIELD EQUIPMENT
STORAGE112
SHOWER112A
M106
W105
1A5.1
2A5.1
111A
111B 109103C
104
107106
105
114 115112
NN01
A5.22
112A
NN01
102
NN01
110
200 SF
SEAWEED/GREENHOUSE/CULTURE LAB
110
1N02
1AN02
1N71
NN01
1N71
1N02
NAN23A7.1
1
A7.12
8
8
3
18
3
FS
PARTIAL
PARTIAL
7
EXTERIOR COLDLAB & FREEZER
7
15
16
5 6
EDGE OFCANOPYABOVE
6
FEC, (E)
CUH, (E)
FECFEC
FEC
2
1N71
MBD MBD
MBD
19191919 19
19
19
19
NEW FUMEHOOD
NEW FUMEHOOD
ITEMIZED PLAN NOTES:
1. ALIGN FACE OF FINISH WITH FACE OF EXISTING.
2. REPLACE EXISITING WINDOW WITH NEW MULLION AND GLASS ATCENTERLINE OF NEW WALL.
3. CENTER WALL ON COLUMN.
4. CHEMISTRY INSTRUCTIONAL LAB 309 AND BIOLOGY INSTRUCTIONAL LAB314. EXISTING CASEWORK; BASE CABINETS, AND WALL MOUNTED CABINETSTO RECEIVE REMEDIAL REPAIRS TO DOOR AND DRAWER FRONTS.SALVAGED EXISTING WOOD CASEWORK COMPONENTS FROM THE FIRSTFLOOR DEMOLITION TO BE USED AS NEEDED.
5. NEW ALUMINUM ENTRY DOOR, MATCH EXISTING CONSTRUCTION, PROFILEAND FINISH OF EXISTING EXTERIOR ALUMINUM DOORS TO REMAIN.
6. NEW INFILL CONSISTING OF CAST-IN-PLACE CONCRETE FOUNDATIONWALL (MATCH ADJACENT HEIGHT TO REMAIN), AND NEW EXTERIOR WALLABOVE TO MATCH ADJOINING EXTERIOR CONSTRUCTION AND FINISHES.
7. NEW PRE-MANUFACTURED WALK-IN FREEZER AND COLD-LABREFRIGERATOR. REFERENCE MECHANICAL AND ELECTRICAL DOCUMENTSFOR UTILITY HOOK-UPS AND PROVISIONS.
8. NEW EMERGENCY EYE WASH / SHOWER. SEE MECHANICAL DRAWINGSFOR UTILITY PROVISIONS.
9. REINSTALLED FLOOR MOP SINK AND MOP HOLDER RACK.
10. RE-INSTALLED SLIDING MARKERBOARD UNIT AND CASEWORK.COORDINATE PROVISIONS FOR BACKING WITH REINSTALLATION.
11. EXISTING INSTRUCTIONAL ISLAND TO REMAIN. SEE MECHANICAL ANDELECTRICAL DRAWINGS FOR NEW WORK.
12. LOCATION FOR NEW SWITCHBOARD (SEE ELECTRICAL). PROVIDE NEWCAST-IN-PLACE PEDESTAL BASE AND ROOF FLASHING TERMINATIONS.
13. NEW FIRE ALARM REMOTE ANNUNCIATOR PANEL. SEE ELECTRICALDRAWINGS.
14. EXISTING EMERGENCY EYE WAS / SHOWER TO REMAIN. SEE MECHANICALDRAWINGS FOR UTILITY PROVISIONS.
15. NEW EXTERIOR WALL ASSEMBLY. EVALUATION OF RE-USE OF EXISTINGALUMINUM WINDOWS ONGOING.
16. NEW EXTERIOR WALL ASSEMBLY (OPAQUE). MATCH EXISTING WALLASSEMBLY CONSTRUCTION.
17. NEW MECHANICAL LOUVER. SEE MECHANICAL DEMOLITION DRAWINGS.
18. NEW FLOOR SINK FOR INDIRECT DRAIN PROVISIONS (ICE MAKER). SEEMECHANICAL DRAWINGS.
19. FUTURE EQUIPMENT, OFOI.
20. CENTERLINE OF WALL ASSEMBLY TO ALIGN WITH CENTERLINE OFEXISTING WINDOW MULLION.
21. RE-INSTALL EXISTING MICROSCOPE CABINETS.
22. SPECIMEN STORAGE CABINETS, METAL SHELVING, PROCESSING TABLEAND STOOL, OFOI.
23. NEW WALL FURRING TO SURROUND EXISTING VENT PIPE. ALIGN FACEWITH EXISTING FACE OF COLUMN ENCLOSURE.
24. RE-INSTALLED CASEWORK; BASE CABINETS, WALL MOUNTED CABINETS,COUNTERTOPS AND ASSOCIATED SINKS. PROVIDE NEW END PANEL ATEXPOSED ENDS OF CASEWORK AT THE NORTH END. SEE MECHNICALDRAWINGS FOR PLUMBING CONNECTIONS.
GENERAL NOTES:
NEW WORK IS BASED ON RECORD DOCUMENTS PROVIDED BY THE UNIVERSITY OF ALASKA SOUTHEAST AND LIMITED FIELD VERIFICATION. DISCOVEREDDISCREPANCIES ARE TO BE NOTED AND SUBMITTED TO THE OWNER FOR CLARIFICATION AND DIRECTION OF WORK.
THE FACILITY IS CURRENTLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM. REQUIRED MODIFICATIONS ARE COVERED IN PERFORMANCESPECIFICATIONS, SEE MECHANICAL DOCUMENTS.
AN EXISTING ENVIRONMENTAL REPORT WAS PREPARED BY CARSON DORN, INC. FOR THE UNIVERSITY OF ALASKA SOUTHEAST TITLED “ASBESTOSSURVEY FOR ANDERSON BUILDING, JUNEAU, ALASKA,” DATED DECEMBER 2008. THE REPORT IDENTIFIED ASBESTOS CONTAINING BUILDING MATERIALFOUND IS IN THE LAB BENCHES ON THE FIRST/GROUND FLOOR, WHICH CONTAINS 15% CHRYSOTILE.
AN ENVIRONMENTAL INVESTIGATION IS BEING UNDERTAKEN FOR THE EXISTING ROOF. A FINAL REPORT WILL BE PREPARED FOR USE BY THE DESIGNTEAM AND THE CONTRACTOR.
DIMENSIONS TO EXISTING WALLS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED.
DIMENSIONS FOR NEW CONSTRUCTION ARE TO CENTERLINE OF WALL ASSEMBLY UNLESS OTHERWISE NOTED.
REFERENCE SHEET A0.1 FOR INTERIOR WALL ASSEMBLIES.
REFERENCE SHEET A12.1 FOR OPENING TYPES (DOORS AND FRAMES, STOREFRONTS AND WINDOWS).
REFERENCE SHEET A12.1 FOR DOOR SCHEDULE.
REFERENCE SHEET A12.1 FOR ROOM FINISH SCHEDULE.
PLAN LEGEND
EXISTING ITEM
NEW ITEM
CORNER GUARD
FIRE EXTINGUISHER CABINET (FEC)
MARKERBOARD (MBD)
TACKBOARD (TKBD)
FD FLOOR DRAIN
FS FLOOR SINK
HYE
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RS1 0
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B EN
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AN
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9950
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6 1 5
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EMO
DEL
-loca
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A2.1
FIR
ST F
L OO
R P
LAN
-N
EW C
ON
STR
UC
T IO
N
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
UI L
DIN
GR
EMO
DEL
S CH
EMA T
IC D
ESIG
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SPJUN
E 12
, 200
9
JS
1/8" = 1'-0"1 FIRST FLOOR PLAN
1 2 3 4 5
A
B
C
29' -
10
3/4"
29' -
10
3/4"
29' - 10 3/4" 25' - 0" 29' - 10 3/4" 20' - 0"
200S1
301A
200C2B
201
206
208
207
A8.3
4
1
36
865 SF
CLASSROOM 42SEAT204
117 SF
OFFICE205A
117 SF
OFFICE205B
117 SF
OFFICE205C
117 SF
OFFICE205D
158 SF
OFFICE205E
95 SF
OFFICE205F
139 SF
ADJUNCTFACULTY OFFICE
205G
679 SF
DEPARTMENTWORKROOM /
ADMIN. OFFICE205
184 SF
WOMEN'SRESTROOM
206
162 SF
MEN'SRESTROOM
207
33 SF
JANITOR'SCLOSET
208
856 SF
CORRIDOR201
VEND, OFCI
232 SF
STAIR200
WS-1(TYP)
DISTANCEEDUCATIONDELIVERYEQUIPMENT,OFOI COPIER
(NIC)PRINTER(NIC)
FAXMACHINE
(NIC)
STOR. CAB.(TYP), OFOI
MBD,(TYP)
FILECAB.
PRINTER(NIC)
COLLATINGTABLE (NIC)MAILBOXES
A8.3
28
29
A8.325
22
23
24
26
27
-
2
30
31
-
15
1621
20
A8.47
4
5
6
A8.4
8
9
10
11
A7.21
RECYCLING
PERIODICALSHELVING
460 SF
STUDENTCOMMONS -
BREAKROOM202
A8.3
5
2
601 SF
CLASSROOM 32SEAT203
1A5.1
2A5.1
203
204
205D205A 205B 205C 205E
205G
205F
2
3
4
5
6
8
7
A5.23
NAN81
NAN22
NAN81
NAN22
NAN22
NAN81
NAN22
NAN22
NAN22
NAN81
NAN81
NAN82
NAN81
NAN81NA
N81
NAN81
STUDENT TABLES AND CHAIRS (TYP), OFOITABLES: 60"x18" (20), 30"x18" (5)
CB (TYP)
MULTIPANELCHALKBOARD
INSTRUCTIONTABLE, OFOI
MULTIPANELCHALKBOARD
NAN81
TKBD
TKBD
STUDENT TABLES AND CHAIRS (TYP), OFOITABLES: 60"x18" (16)
MICROWAVE
NN01
205
EXISITING COVEREDEXTERIOR RAMP
11
PROJECTIONSCREEN
PROJECTIONSCREEN
FECFEC, (E)
13
DF
12
NEW EXTERIORRAMP, SEE CIVILAND SHEET A1.0
PROJECTIONSCREEN
NN81
20TYP.
202A
202B
PLAN LEGEND
EXISTING ITEM
NEW ITEM
CORNER GUARD
FIRE EXTINGUISHER CABINET (FEC)
MARKERBOARD (MBD)
TACKBOARD (TKBD)
FD FLOOR DRAIN
FS FLOOR SINK
ITEMIZED PLAN NOTES:
1. ALIGN FACE OF FINISH WITH FACE OF EXISTING.
2. REPLACE EXISITING WINDOW WITH NEW MULLION AND GLASS ATCENTERLINE OF NEW WALL.
3. CENTER WALL ON COLUMN.
4. CHEMISTRY INSTRUCTIONAL LAB 309 AND BIOLOGY INSTRUCTIONAL LAB314. EXISTING CASEWORK; BASE CABINETS, AND WALL MOUNTED CABINETSTO RECEIVE REMEDIAL REPAIRS TO DOOR AND DRAWER FRONTS.SALVAGED EXISTING WOOD CASEWORK COMPONENTS FROM THE FIRSTFLOOR DEMOLITION TO BE USED AS NEEDED.
5. NEW ALUMINUM ENTRY DOOR, MATCH EXISTING CONSTRUCTION, PROFILEAND FINISH OF EXISTING EXTERIOR ALUMINUM DOORS TO REMAIN.
6. NEW INFILL CONSISTING OF CAST-IN-PLACE CONCRETE FOUNDATIONWALL (MATCH ADJACENT HEIGHT TO REMAIN), AND NEW EXTERIOR WALLABOVE TO MATCH ADJOINING EXTERIOR CONSTRUCTION AND FINISHES.
7. NEW PRE-MANUFACTURED WALK-IN FREEZER AND COLD-LABREFRIGERATOR. REFERENCE MECHANICAL AND ELECTRICAL DOCUMENTSFOR UTILITY HOOK-UPS AND PROVISIONS.
8. NEW EMERGENCY EYE WASH / SHOWER. SEE MECHANICAL DRAWINGSFOR UTILITY PROVISIONS.
9. REINSTALLED FLOOR MOP SINK AND MOP HOLDER RACK.
10. RE-INSTALLED SLIDING MARKERBOARD UNIT AND CASEWORK.COORDINATE PROVISIONS FOR BACKING WITH REINSTALLATION.
11. EXISTING INSTRUCTIONAL ISLAND TO REMAIN. SEE MECHANICAL ANDELECTRICAL DRAWINGS FOR NEW WORK.
12. LOCATION FOR NEW SWITCHBOARD (SEE ELECTRICAL). PROVIDE NEWCAST-IN-PLACE PEDESTAL BASE AND ROOF FLASHING TERMINATIONS.
13. NEW FIRE ALARM REMOTE ANNUNCIATOR PANEL. SEE ELECTRICALDRAWINGS.
14. EXISTING EMERGENCY EYE WAS / SHOWER TO REMAIN. SEE MECHANICALDRAWINGS FOR UTILITY PROVISIONS.
15. NEW EXTERIOR WALL ASSEMBLY. EVALUATION OF RE-USE OF EXISTINGALUMINUM WINDOWS ONGOING.
16. NEW EXTERIOR WALL ASSEMBLY (OPAQUE). MATCH EXISTING WALLASSEMBLY CONSTRUCTION.
17. NEW MECHANICAL LOUVER. SEE MECHANICAL DEMOLITION DRAWINGS.
18. NEW FLOOR SINK FOR INDIRECT DRAIN PROVISIONS (ICE MAKER). SEEMECHANICAL DRAWINGS.
19. FUTURE EQUIPMENT, OFOI.
20. CENTERLINE OF WALL ASSEMBLY TO ALIGN WITH CENTERLINE OFEXISTING WINDOW MULLION.
21. RE-INSTALL EXISTING MICROSCOPE CABINETS.
22. SPECIMEN STORAGE CABINETS, METAL SHELVING, PROCESSING TABLEAND STOOL, OFOI.
23. NEW WALL FURRING TO SURROUND EXISTING VENT PIPE. ALIGN FACEWITH EXISTING FACE OF COLUMN ENCLOSURE.
24. RE-INSTALLED CASEWORK; BASE CABINETS, WALL MOUNTED CABINETS,COUNTERTOPS AND ASSOCIATED SINKS. PROVIDE NEW END PANEL ATEXPOSED ENDS OF CASEWORK AT THE NORTH END. SEE MECHNICALDRAWINGS FOR PLUMBING CONNECTIONS.
GENERAL NOTES:
NEW WORK IS BASED ON RECORD DOCUMENTS PROVIDED BY THE UNIVERSITY OF ALASKA SOUTHEAST AND LIMITED FIELD VERIFICATION. DISCOVEREDDISCREPANCIES ARE TO BE NOTED AND SUBMITTED TO THE OWNER FOR CLARIFICATION AND DIRECTION OF WORK.
THE FACILITY IS CURRENTLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM. REQUIRED MODIFICATIONS ARE COVERED IN PERFORMANCESPECIFICATIONS, SEE MECHANICAL DOCUMENTS.
AN EXISTING ENVIRONMENTAL REPORT WAS PREPARED BY CARSON DORN, INC. FOR THE UNIVERSITY OF ALASKA SOUTHEAST TITLED “ASBESTOSSURVEY FOR ANDERSON BUILDING, JUNEAU, ALASKA,” DATED DECEMBER 2008. THE REPORT IDENTIFIED ASBESTOS CONTAINING BUILDING MATERIALFOUND IS IN THE LAB BENCHES ON THE FIRST/GROUND FLOOR, WHICH CONTAINS 15% CHRYSOTILE.
AN ENVIRONMENTAL INVESTIGATION IS BEING UNDERTAKEN FOR THE EXISTING ROOF. A FINAL REPORT WILL BE PREPARED FOR USE BY THE DESIGNTEAM AND THE CONTRACTOR.
DIMENSIONS TO EXISTING WALLS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED.
DIMENSIONS FOR NEW CONSTRUCTION ARE TO CENTERLINE OF WALL ASSEMBLY UNLESS OTHERWISE NOTED.
REFERENCE SHEET A0.1 FOR INTERIOR WALL ASSEMBLIES.
REFERENCE SHEET A12.1 FOR OPENING TYPES (DOORS AND FRAMES, STOREFRONTS AND WINDOWS).
REFERENCE SHEET A12.1 FOR DOOR SCHEDULE.
REFERENCE SHEET A12.1 FOR ROOM FINISH SCHEDULE.
HYE
RA
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T EC
TURE
P L
AN
NIN
G
INT E
RIO
RS1 0
1 W
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B EN
SON
S U
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06
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RAG
E A
LASK
A
9950
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0 7 5
6 1 5
543
200 7
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I/HYE
R, IN
C.
c
SUBM
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UAS
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A2.2
SEC
ON
D F
LOO
R P
LAN
- NEW
CO
NST
RU
CT I
ON
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
UI L
DIN
GR
EMO
DEL
S CH
EMA T
IC D
ESIG
N
SPJUN
E 12
, 200
9
JS
1/8" = 1'-0"1 SECOND FLOOR PLAN
1 2 3 4 5
A
B
C
29' - 10 3/4" 25' - 0" 29' - 10 3/4" 20' - 0"
29' -
10
3/4"
29' -
10
3/4"
301B
308
307
314
302
309319
320
M319
W318
CORRIDOR302
847 SF
CHEMISTRYINSTRUCTIONAL
LAB309
363 SF
CHEMISTRYSTOCK STORAGE
308
335 SF
MECHANICAL320
598 SF
BIOLOGY LAB 1A316
138 SF
SPECIMENCOLLECTION
STORAGE317
388 SF
BIOLOGY LAB 1B315
878 SF
BIOLOGYINSTRUCTIONAL
LAB314
290 SF
SUPPORT LABBIOLOGY
INSTRUCTION310
145 SF
LAB TECHSHARED OFFICE
313
191 SF
CHEMISTRYINSTRUMENT
ROOM307
256 SF
STAIR301
NEW FUME HOOD
A8.4
20
21
22
23
310
315
317
316
313
1A5.1
2A5.1
318
A5.24
NAN81
NN01
NN01
NN61
A7.23
NN81
A7.22
NN01
1N71
NN31
1N71
1N71
2
MBD
21
NEW SNORKLE HOOD
4
14
14 10
14
141011
4
FEC
9
17
22
23
24
20
314B
SNORKELHOOD
SNORKELHOOD
PLAN LEGEND
EXISTING ITEM
NEW ITEM
CORNER GUARD
FIRE EXTINGUISHER CABINET (FEC)
MARKERBOARD (MBD)
TACKBOARD (TKBD)
FD FLOOR DRAIN
FS FLOOR SINK
ITEMIZED PLAN NOTES:
1. ALIGN FACE OF FINISH WITH FACE OF EXISTING.
2. REPLACE EXISITING WINDOW WITH NEW MULLION AND GLASS ATCENTERLINE OF NEW WALL.
3. CENTER WALL ON COLUMN.
4. CHEMISTRY INSTRUCTIONAL LAB 309 AND BIOLOGY INSTRUCTIONAL LAB314. EXISTING CASEWORK; BASE CABINETS, AND WALL MOUNTED CABINETSTO RECEIVE REMEDIAL REPAIRS TO DOOR AND DRAWER FRONTS.SALVAGED EXISTING WOOD CASEWORK COMPONENTS FROM THE FIRSTFLOOR DEMOLITION TO BE USED AS NEEDED.
5. NEW ALUMINUM ENTRY DOOR, MATCH EXISTING CONSTRUCTION, PROFILEAND FINISH OF EXISTING EXTERIOR ALUMINUM DOORS TO REMAIN.
6. NEW INFILL CONSISTING OF CAST-IN-PLACE CONCRETE FOUNDATIONWALL (MATCH ADJACENT HEIGHT TO REMAIN), AND NEW EXTERIOR WALLABOVE TO MATCH ADJOINING EXTERIOR CONSTRUCTION AND FINISHES.
7. NEW PRE-MANUFACTURED WALK-IN FREEZER AND COLD-LABREFRIGERATOR. REFERENCE MECHANICAL AND ELECTRICAL DOCUMENTSFOR UTILITY HOOK-UPS AND PROVISIONS.
8. NEW EMERGENCY EYE WASH / SHOWER. SEE MECHANICAL DRAWINGSFOR UTILITY PROVISIONS.
9. REINSTALLED FLOOR MOP SINK AND MOP HOLDER RACK.
10. RE-INSTALLED SLIDING MARKERBOARD UNIT AND CASEWORK.COORDINATE PROVISIONS FOR BACKING WITH REINSTALLATION.
11. EXISTING INSTRUCTIONAL ISLAND TO REMAIN. SEE MECHANICAL ANDELECTRICAL DRAWINGS FOR NEW WORK.
12. LOCATION FOR NEW SWITCHBOARD (SEE ELECTRICAL). PROVIDE NEWCAST-IN-PLACE PEDESTAL BASE AND ROOF FLASHING TERMINATIONS.
13. NEW FIRE ALARM REMOTE ANNUNCIATOR PANEL. SEE ELECTRICALDRAWINGS.
14. EXISTING EMERGENCY EYE WAS / SHOWER TO REMAIN. SEE MECHANICALDRAWINGS FOR UTILITY PROVISIONS.
15. NEW EXTERIOR WALL ASSEMBLY. EVALUATION OF RE-USE OF EXISTINGALUMINUM WINDOWS ONGOING.
16. NEW EXTERIOR WALL ASSEMBLY (OPAQUE). MATCH EXISTING WALLASSEMBLY CONSTRUCTION.
17. NEW MECHANICAL LOUVER. SEE MECHANICAL DEMOLITION DRAWINGS.
18. NEW FLOOR SINK FOR INDIRECT DRAIN PROVISIONS (ICE MAKER). SEEMECHANICAL DRAWINGS.
19. FUTURE EQUIPMENT, OFOI.
20. CENTERLINE OF WALL ASSEMBLY TO ALIGN WITH CENTERLINE OFEXISTING WINDOW MULLION.
21. RE-INSTALL EXISTING MICROSCOPE CABINETS.
22. SPECIMEN STORAGE CABINETS, METAL SHELVING, PROCESSING TABLEAND STOOL, OFOI.
23. NEW WALL FURRING TO SURROUND EXISTING VENT PIPE. ALIGN FACEWITH EXISTING FACE OF COLUMN ENCLOSURE.
24. RE-INSTALLED CASEWORK; BASE CABINETS, WALL MOUNTED CABINETS,COUNTERTOPS AND ASSOCIATED SINKS. PROVIDE NEW END PANEL ATEXPOSED ENDS OF CASEWORK AT THE NORTH END. SEE MECHNICALDRAWINGS FOR PLUMBING CONNECTIONS.
GENERAL NOTES:
NEW WORK IS BASED ON RECORD DOCUMENTS PROVIDED BY THE UNIVERSITY OF ALASKA SOUTHEAST AND LIMITED FIELD VERIFICATION. DISCOVEREDDISCREPANCIES ARE TO BE NOTED AND SUBMITTED TO THE OWNER FOR CLARIFICATION AND DIRECTION OF WORK.
THE FACILITY IS CURRENTLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM. REQUIRED MODIFICATIONS ARE COVERED IN PERFORMANCESPECIFICATIONS, SEE MECHANICAL DOCUMENTS.
AN EXISTING ENVIRONMENTAL REPORT WAS PREPARED BY CARSON DORN, INC. FOR THE UNIVERSITY OF ALASKA SOUTHEAST TITLED “ASBESTOSSURVEY FOR ANDERSON BUILDING, JUNEAU, ALASKA,” DATED DECEMBER 2008. THE REPORT IDENTIFIED ASBESTOS CONTAINING BUILDING MATERIALFOUND IS IN THE LAB BENCHES ON THE FIRST/GROUND FLOOR, WHICH CONTAINS 15% CHRYSOTILE.
AN ENVIRONMENTAL INVESTIGATION IS BEING UNDERTAKEN FOR THE EXISTING ROOF. A FINAL REPORT WILL BE PREPARED FOR USE BY THE DESIGNTEAM AND THE CONTRACTOR.
DIMENSIONS TO EXISTING WALLS ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED.
DIMENSIONS FOR NEW CONSTRUCTION ARE TO CENTERLINE OF WALL ASSEMBLY UNLESS OTHERWISE NOTED.
REFERENCE SHEET A0.1 FOR INTERIOR WALL ASSEMBLIES.
REFERENCE SHEET A12.1 FOR OPENING TYPES (DOORS AND FRAMES, STOREFRONTS AND WINDOWS).
REFERENCE SHEET A12.1 FOR DOOR SCHEDULE.
REFERENCE SHEET A12.1 FOR ROOM FINISH SCHEDULE.
HYE
RA
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T EC
TURE
P L
AN
NIN
G
INT E
RIO
RS1 0
1 W
EST
B EN
SON
S U
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RAG
E A
LASK
A
9950
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0 7 5
6 1 5
543
200 7
EC
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C.
c
SUBM
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T N
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/200
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EMO
DEL
-loca
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A2.3
THIR
D F
L OO
R P
LAN
-N
EW C
ON
STR
UC
T IO
N
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
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DIN
GR
EMO
DEL
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EMA T
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N
SPJUN
E 12
, 200
9
JS
1/8" = 1'-0"1 THIRD FLOOR PLAN
1 2 3 4 5
A
B
C
275 GAL.STORAGE
TANK
A5.27
LOW
ROOF DRAIN &EMERGENCYOVERFLOW(SEE 1/A10.3)
3
A10.2
LOADINGDOCK CANOPY
ROOF BELOW
1/4":1'-0"
1/4":
1'-0"
3
3
3
SLOP
E
SLOPE SLOPE
SLOP
E
SLOPE
34
2
3
1 2 3 4 5
A
B
C
EXISTING STAIR ANDPENTHOUSE - ROOF
ACCESS
2
2
4
4
4
3
14
SLOP
E
SLOPE SLOPE
SLOP
E
DEMOLITION NOTES:
1. REMOVE PORTIONS OF EXISTING ROOF AS REQUIRED TO INSTALLENLARGED ELEVATOR SHAFT AND ACCOMMODATE INCREASED INTERIORCLEARANCES. SEE STRUCTURAL FOR ROOF FRAMING MODIFICATIONS.
2. EXISTING EXHAUST CAP TO REMAIN.
3. EXHAUST FAN AND CURB TO BE REMOVED.
4. EXISTING EXHAUST FAN BEING REMOVED, EXISTING CURB TO BEREFURBISHED FOR INSTALLATION OF NEW MECHANICAL EXHAUST. SEEMECHANICAL DRAWINGS.
ROOF PLAN NOTES:
1. REMOVE PORTIONS OF EXISTING ROOF AS REQUIRED TO INSTALLENLARGED ELEVATOR SHAFT AND ACCOMMODATE INCREASED INTERIORCLEARANCES. SEE STRUCTURAL FOR ROOF FRAMING MODIFICATIONS.
2. NEW ROOFING TO BE A SINGLE-PLY MEMBRANE. SEE SHEET A5.2 FORELEVATOR ENLARGEMENT PLANS, SECTION AND DETAILING.
3. REFURBISH ROOF CURBS TO SUPPORT MECHANICAL FAN EQUIPMENT. SEEMECHANICAL DRAWINGS.
4. NEW ROOF CURB AND EXHAUST FAN. SEE MECHANICAL DRAWINGS.
5. PATCH ROOFING FOLLOWING DEMOLITION OF EXHAUST CAP.
GENERAL NOTES:
EXISTING ROOFING TO REMAIN UNLESS NOTED OTHERWISE. ROOFING IS AN INVERTEDROOF MEMBRANE ASSEMBLY (IRMA) CONSISTING OF; CONCRETE PAVER BALLASTOVERLAYING RIGID INSULATION, ROOF MEMBRANE AND PERLITE DECK OVER METALROOF DECK.
NEW ROOFING; SINGLE-PLY MEMBRANE SLOPED AT A MINIMUM ¼” PER FOOT. SLOPEPROVIDED IN STRUCTURAL FRAMING.
SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ROOF PENETRATIONS. USE ROOFMANUFACTURER’S STANDARD PREFORMED FLASHING DETAILS.
REFERENCE STRUCTURAL DRAWINGS FOR DESIGN WIND LOADS USED TO CALCULATEROOF UPLIFT FORCES AND EDGE SECUREMENT REQUIREMENTS.
LEGEND
EXHAUST FAN
CHIMNEY (GUY WIRE SUPPORTED)
EXHAUST CAP
ROOF DRAIN AND OVERFLOW
VENT THROUGH ROOF
HYE
RA
R CHI
T EC
TURE
P L
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NIN
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RS1 0
1 W
EST
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RO
OF
PLAN
-D
E MO
LIT I
ON
& N
E WC
ON
STR
UC
T IO
N
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1/16" = 1'-0"2 ROOF PLAN 1/16" = 1'-0"1 ROOF DEMOLITION PLAN
FIRST FLOOR0' - 0"
SECOND FLOOR14' - 0"
1
LOADING DOCKCANOPY BEYOND
PRE-MANUFACTUREDCOLD LABORATORY
0 0.5 0.9
3' -
6"
STL. COL. @ CANOPYBEYOND (SEE STRUCT.)
NEW ALUMINUMFRAME WINDOWS
NEW EXTERIOR WALL- 4" CMU VENEER WAINSCOT- 5/8" M.R. GYPSUM BOARD- VAPOR RETARDER- METAL STUDS W/ FULL BATT INSULATION- 5/8" EXT. M.R. SHEATHING- AIR BARRIER- PAINTED SHIP LAP SIDING TO MATCH EXISTING
FIN. GRADE (SEE CIVIL)
36" HIGH HANDRAIL &GUARDRAIL ASSEMBLY@ RAMP EDGE
3' -
0 1/
2"
LANDINGRAMP
42" HIGH GUARDRAILASSEMBLY @ COLD LAB
FND. WALL BEYOND
7A10.1
GUARDRAIL BEYOND
C.I.P. CONC. RETAININGWALL BEYOND (SEE CIVIL)
STEP BEYOND
FIRST FLOOR0' - 0"
SECOND FLOOR14' - 0"
B C
LOADINGDOCKCANOPY
NEW SERVICE ENTRY ANDEGRESS DOORS BEYOND
EXTERIOR FREEZER
PRE-MANUFACTUREDCOLD LABORATORY
2A5.1
B.1 B.4
3' -
0 1/
2"
42" HIGH 4-RAIL GUARDRAILASSEMBLY @ COLD LAB
FND. WALL BEYOND36" HIGH 3-RAIL
GUARDRAIL & HANDRAILASSEMBLY @ RAMP EDGE
FIN. GRADE(SEE CIVIL)
RAMP
LANDING
CONNECT ROOF DRAIN RISERTO STORM DRAIN (SEE MECH.)
C.I.P. CONC. RETAININGWALL (SEE CIVIL)
C.I.P. CONC. RETAININGWALL (SEE CIVIL)
42" HIGH 6-RAILGUARDRAIL ASSEMBLY
FIN. GRADE (SEE CIVIL)
FIRST FLOOR0' - 0"
SECOND FLOOR14' - 0"
AB
THIRD FLOOR27' - 0"
ROOF39' - 8"
Level 10' - 0"
Level 210' - 0"
NEW 80" WIDE X 60" HIGHLOUVER (SEE MECH.)
APPROX . LINE OFOVERHEAD PEDESTRIAN
CROSSING BRIDGE
HYE
RA
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PAR
TIAL
EX T
E RIO
REL
EVAT
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3/16" = 1'-0"1 PARTIAL SOUTH ELEVATION
3/16" = 1'-0"2 PARTIAL WEST ELEVATION
3/16" = 1'-0"3 PARTIAL NC - EAST
FIRST FLOOR0' - 0"
SECOND FLOOR14' - 0"
1234
EXISTING -FOUNDATION
-2' - 4"
THIRD FLOOR27' - 0"
ROOF39' - 8"
1A5.1
14' -
0"
13' -
0"
12' -
8"
BIOLOGY LAB 1A316
SPECIMENCOLLECTION
STORAGE317
BIOLOGYINSTRUCTIONAL
LAB314
SUPPORT LABBIOLOGY
INSTRUCTION310
ADJUNCTFACULTY OFFICE
205G
DEPARTMENTWORKROOM /
ADMIN. OFFICE205
CLASSROOM 42SEAT204
BIOLOGYUNDERGRADUATERESEARCH LAB 3
108
BIOLOGYUNDERGRADUATERESEARCH LAB 2
109
SEAWATERRESEARCH LAB
111MECH.100U3
FIRST FLOOR0' - 0"
SECOND FLOOR14' - 0"
A B C
THIRD FLOOR27' - 0"
ROOF39' - 8"
2A5.1
12' -
8"
13' -
0"
14' -
0"
NEW ELEVATOR SHAFTENCLOSURE
BIOLOGYUNDERGRADUATERESEARCH LAB 2
109
DEPARTMENTALSHARED
STORAGE115
OFFICE205B
DEPARTMENTWORKROOM /
ADMIN. OFFICE205
CORRIDOR201
BIOLOGY LAB 1B315
CORRIDOR302
CHEMISTRYINSTRUMENT
ROOM307
CHEMISTRYSTOCK STORAGE
308
LINEAREQUIPMENT
ROOM104
HYE
RA
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T EC
TURE
P L
AN
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RS1 0
1 W
EST
B EN
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BUIL
DIN
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1/8" = 1'-0"2 EAST-WEST SECTION
1/8" = 1'-0"1 NORTH-SOUTH SECTION
4
CLR. SHAFT
8' - 10"
ELEV. EQUIP1075'
- 9"
7' - 4"
5A5.2
6A5.2
1' - 1"
3' - 0" 4' - 9"
7"
FIRST FLOOR0' - 0"
SECOND FLOOR14' - 0"
THIRD FLOOR27' - 0"
ROOF39' - 8"
6A5.2
BOT. ELEV. PIT-4' - 0"
CLR
. OVE
RH
EAD
TO
HO
IST
BEAM
13' -
4"
5' - 9"
FIRST FLOOR0' - 0"
SECOND FLOOR14' - 0"
4
THIRD FLOOR27' - 0"
ROOF39' - 8"
5A5.2
BOT. ELEV. PIT-4' - 0"
CLR
. OVE
RH
EAD
13' -
4"
CLR. SHAFT
8' - 10"7"
45A5.2
6A5.2
CLR. SHAFT
8' - 10"
3' MIN
3' - 9"
1' - 1" 3' - 0" 4' - 9" 7"
CLR
. SH
AFT
5' -
9"
45A5.2
6A5.2
1' - 1"
3' - 0" 4' - 9"
7"
CLR
. SH
AFT
5' -
9"
CLR. SHAFT
8' - 10"
4
PIT LADDER
45
A5.2
6A5.2
12' - 2 3/4"
7' -
7"
8
A5.2
9
A5.2
1/4":1'-0" MIN. SLOPE
SINGLE-PLY MEMBRANE ROOFING
SINGLE-PLY MEMBRANEROOFING
FULL DEPTH BATT INSULATION
COLD FORMED STLSTUDS
PLYWOOD ROOF SHEATHING
PLYWOOD WALLSHEATHING
VAPOR RETARDER
GWB
1' -
0"
COLD FORMED STL JOISTSFULL DEPTH BATT
INSULATION
ROOFING MFR'S ROOFEDGE
SINGLE-PLY MEMBRANE ROOFING
FULL DEPTH BATT INSULATION
PLYWOOD ROOF SHEATHING
1' -
0"
COLD FORMED STL JOISTS
MIN
.
1' -
0"
HYE
RA
R CHI
T EC
TURE
P L
AN
NIN
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RS1 0
1 W
EST
B EN
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06
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9950
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6 1 5
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NEW
ELE
V AT O
RS H
A FT
PLAN
S &
S EC
TIO
NS
1207
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1/4" = 1'-0"2 FIRST FLOOR PLAN
1/4" = 1'-0"5 NC - ELEVATOR SECTION N-S 1/4" = 1'-0"6 NC - ELEVATOR SECTION E-W
1/4" = 1'-0"4 THIRD FLOOR PLAN 1/4" = 1'-0"3 SECOND FLOOR PLAN
1/4" = 1'-0"1 FOUNDATION PLAN
1/4" = 1'-0"7 ROOF PLAN 1 1/2" = 1'-0"8 ROOF DETAIL
1 1/2" = 1'-0"9 FLASHING DETAIL
1 2
A
B
C
A8.1
5
6
7
8
A8.1
9
1012
-
17
18
1
2
A8.2
3
4
5
6
A8.2
16
17
18
19
103B
909 SF
SEAWATERRESEARCH LAB
111
LINEAREQUIPMENT
ROOM104
FUMEHOOD
TANK &EQUIPMENTSHELVING
FRPUTILITYSINK
232 SF
SUPPORT LAB:SEAWATER LAB
114
307 SF
DIVE LOCKER/FIELD EQUIPMENT
STORAGE112
SHOWER112A
M106
W105
NN51
111A
111B
104
106
105
114112
NN51
NN01
9' -
11 1
/2"
11' -
7 1
/4"
8' -
4"9'
- 10
1/4
"10
' - 9
1/4
"9'
- 3"
15' - 11 1/4" 13' - 11 1/2" 10' - 0" 2' - 5"
A8.1
13
16
15
14
NN52
NN52
NAN83
NN51
NN01
NN01
NN31
NN31
NN01
NN61
200 SF
SEAWEED/GREENHOUSE/CULTURE LAB
110
110
7' - 2" 12' - 8 3/4" 20' - 0"
112A
24x24x84LOCKERS
NN65
NAN61
NAN63
NAN61
NN01
NAN61
NN31
NN21
NAN65
NAN66
16' - 11 1/4" 7' - 6 1/2" 5' - 5 1/4" 12' - 5"
1' -
8"3'
- 10
"
4' - 2 1/2"
1
AUTOPSY SINK
SEAWATER TANK
TOP LOADSTERILIZER
INCUBATORSTACK
S123
6BS1
236B
SEAWATERTANKS
SEAWATERTANKS
HOSEREEL 11
SINGLE RODHANGING AREA
DOUBLE RODHANGING AREA
NN01 MBD
EMERGENCYEYE WASH /SHOWER
NN83
NN01
N
NN63
3 4
B
C
A8.2
8
9
10
12
A8.2
13
14
15
660 SF
BIOLOGYUNDERGRADUATERESEARCH LAB 2
109667 SF
BIOLOGYUNDERGRADUATERESEARCH LAB 3
108
108109
NAN81
NAN81
NN01
NN01
NAN81
9' - 0 1/2" 13' - 5 1/2" 14' - 0" 8' - 4 3/4"
MULTIPANEL MBD FECMBD FEC
A8.2 11
12OPP
HYE
RA
R CHI
T EC
TURE
P L
AN
NIN
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INT E
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RS1 0
1 W
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B EN
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ENLA
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FIR
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L OO
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ABS
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1/4" = 1'-0"1
ENLARGED FLOOR PLAN - SEAWATERLABS
1/4" = 1'-0"2
ENLARGED FLOOR PLAN - BIOLOGYUNDERGRADUATE RESEARCH LABS
1 2
B
C
A8.5
10
12
A8.5
16
17
14
15
1113
A8.5 18
19
20
314
EXISTINGFUMEHOOD
878 SF
BIOLOGYINSTRUCTIONAL
LAB314
145 SF
LAB TECHSHARED OFFICE
313
AQUARIA AREA
310
315
313
290 SF
SUPPORT LABBIOLOGY
INSTRUCTION310
9' -
10 3
/4"
20' -
0"
14' - 10 3/4"
MBD
FEC
CUSTOMSEAWATERWET TABLE W/FILTERED &UNFILTEREDSEAWATER
3 4
A
A8.4
12
13
14
15
A8.4
16
17
18
19
206
207
208
NAN61
NAN62
NAN62
NN63
NAN61
NAN81
NN31
NN01
NN61
NN61
NN62
NAN61
NAN61
NN65
NN31
NN61
NN65
184 SF
WOMEN'SRESTROOM
206
33 SF
JANITOR'SCLOSET
208
MIR SND
NN65
5' - 8 1/4" 7' - 9 1/4" 5' - 6 1/2" 10' - 7"
4' - 7 1/2" 3' - 4 1/2" 18' - 9 1/2" 2' - 9 1/4"
3' -
3"6'
- 5
1/2"
4' -
4"2'
- 8"
5' -
5 3/
4"
7' -
11"
PTDR
PTDR
MIR
MIR
DF
A8.5
1
2
3
4A8.5
22
23
24
25
BALANCETABLE 24x60
BALANCETABLE 24x60
BALANCETABLE 24x60
191 SF
CHEMISTRYINSTRUMENT
ROOM307
52 SF
M319
52 SF
W318
NN62
NN65
NN62
NN64
NN62
NN65
NN62
319 318
NN32
3' - 10 1/2" 3' - 0 1/2" 3' - 10 3/4" 3' - 0 3/4"
8' -
1 1/
4"1'
- 8
1/4"
PTDRPTDR
HYE
RA
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T EC
TURE
P L
AN
NIN
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RS1 0
1 W
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ENLA
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TRO
OM
S &
LABS
1207
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1/4" = 1'-0"3 BIOLOGY LABS
1/4" = 1'-0"1 SECOND FLOOR RESTROOMS
1/4" = 1'-0"2 CHEMISTRY INSTRUMENT ROOM
ELEVATOROPENING107102115114105106112
FEC
6" CONC. CURB, TYP.
EMERGENCY EYEWASH/ SHOWER
108C
108 109 111B 111ASMR1SMR1 SMR1
FEC SS CORNERGUARD, TYP.
SS CORNERGUARD, TYP.
104
FEC, (E)
103B
MIRROR
105
S1236A
SMR1
7' -
6"
UNISTRUT FRPSEAWATER
DISTRIBUTION GRID
SEAWATER TANKS (TYP)
111A 111B
SEAWATER TANK
2' -
10"
1' -
8"3'
- 0"
3' - 0" 3' - 0" 4' - 0" 3' - 0"
7' -
6"
UNISTRUT FRPSEAWATERDISTRIBUTION GRID
SEAWATER TANKS (TYP)
6" CONC. CURB
SINGLE ROD HANGING AREA DOUBLE ROD HANGING AREA
110
2' -
7"1'
- 6"
3' -
0"
SMR2SMR2
2' -
7"1'
- 6"
3' -
0"
3' - 0" 3' - 0" 3' - 0"
3' -
0"1'
- 6"
2' -
7"
SEAWATER TANK
3' -
0"
AUTOPSY SINK
7' -
6"
SEAWATER TANKS (TYP)
110
UNISTRUT FRPSEAWATERDISTRIBUTION GRID
112A
6" CONC. CURB
HANGINGAREA
FRP UTILITY SINK
HYE
RA
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INTE
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REL
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S
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OF
ALAS
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9
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1/4" = 1'-0"1 104 - N 1/4" = 1'-0"2 104 - E
1/4" = 1'-0"3 104 - S 1/4" = 1'-0"4 104 - W
1/4" = 1'-0"5 105 & 106 MIR. - N 1/4" = 1'-0"6 105 - E & 106 - W
1/4" = 1'-0"7 105 & 106 MIR. - S 1/4" = 1'-0"8 105 - W & 106 - E
1/4" = 1'-0"9 111 - N 1/4" = 1'-0"10 111 - E
1/4" = 1'-0"12 111 - W
1/4" = 1'-0"17 112 - N
1/4" = 1'-0"13 110 - N
1/4" = 1'-0"14 110 - E 1/4" = 1'-0"15 110 - S
1/4" = 1'-0"16 110 - W
1/4" = 1'-0"11 111 - S
1/4" = 1'-0"18 112 - E
SMR1
108
1' -
6"
MULTIPANELMBD
FEC
2' -
7"1'
- 5"
3' -
0"
SELF-POWEREDWALL CLOCK (OFOI)
2' -
7"1'
- 5"
3' -
0"
7' -
1"
UMBILICAL CLOSURE PANEL
OPEN
3' -
0"1'
- 7"
2' -
7"
2' -
9"1'
- 10
"2'
- 7"
3' -
0"
OPEN OPEN
ADA FUME HOOD
ADA SINK
2' -
7"1'
- 10
"2'
- 9"
109
SMR1
MBD
FEC
2' -
7"1'
- 5"
3' -
0"
1' -
6"
SELF-POWEREDCLOCK (OFOI) UMBILICALCLOSURE PANEL
OPEN
3' -
0"1'
- 7"
2' -
7"
3' -
0"
2' -
9"1'
- 10
"2'
- 7"
2' -
7"1'
- 5"
3' -
0"
7' -
1"
OPEN OPEN
2' -
7"1'
- 7"
3' -
0"
72" CANOPY HOOD
3' -
8"3'
- 0"
72" CANOPY HOOD
114
MBD
WATER POLISHER
2' -
8"1'
- 5"
3' -
0"
STORAGE SHELVING
6" CONC. CURB
112FRPUTILITYSINK
6" CONC. CURB
LOCKERS
LOCKERS
HANGINGAREA
6" CONC. CURB
112A
FJX04200FULL ISLAND CORE
OPEN AREA
914H126012"DP OUTER SHELF
577H5220
CEX0030023"DP TABLE FRAME
914H126012"DP OUTER SHELF
928H126012"DP OUTER SHELF
FJX04200FULL ISLAND CORE
OPEN AREA
914H126012"DP OUTER SHELF
577H5220
CEX0030023"DP TABLE FRAME
914H126012"DP OUTER SHELF
928H126012"DP OUTER SHELF
FJX04200FULL ISLAND CORE
OPEN AREA
914H126012"DP OUTER SHELF
577H5220
CEX0030023"DP TABLE FRAME
914H126012"DP OUTER SHELF
928H126012"DP OUTER SHELF
306S5320
BC30B BM30A BM30ABM30A3'
- 0"
2' -
6"
UMBILICAL
203 202B
3
10 10
201
ELEVATOROPENING 208 200C2B
DFF.A. ANNUNCIATOR PANEL
HYE
RA
R CHI
T EC
TURE
P L
AN
NIN
G
INT E
RIO
RS1 0
1 W
EST
B EN
SON
S U
ITE 3
06
AN
CH O
RAG
E A
LASK
A
9950
3 9
0 7 5
6 1 5
543
200 7
EC
I/HYE
R, IN
C.
c
SUBM
IT D
ATE
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AWN
CH
ECKE
D
REV
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DEL
-loca
l.rvt
A8.2
INTE
RI O
REL
EVAT
ION
S
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
UI L
DIN
GR
EMO
DEL
S CH
EMA T
IC D
ESIG
N
SPJUN
E 12
, 200
9
JS
1/4" = 1'-0"8 108 - N 1/4" = 1'-0"9 108 - E
1/4" = 1'-0"10 108 - S
1/4" = 1'-0"12 108 - W 1/4" = 1'-0"13 109 - N
1/4" = 1'-0"14 109 - S
1/4" = 1'-0"15 109 - W 1/4" = 1'-0"16 114 - N
1/4" = 1'-0"17 114 - E 1/4" = 1'-0"18 114 - S
1/4" = 1'-0"19 114 - W
1/4" = 1'-0"7 115 - W
1/4" = 1'-0"1 112 - S 1/4" = 1'-0"2 112 - W
1/4" = 1'-0"3 112A - N 1/4" = 1'-0"4 112A - E
1/4" = 1'-0"5 112A - S 1/4" = 1'-0"6 112A - W
1/4" = 1'-0"11 108 & 109 ISLAND
1/4" = 1'-0"20 201 - N 1/4" = 1'-0"21 201 - E
202 KITCHEN - S
202 KITCHEN - S
202B
3
SELF-POWER CLOCK (OFOI)
REFR / FRZR
MICROWAVE(COUNTERTOP)
202 KITCHEN - N
202 KITCHEN - N
202A
2
PROJECTION SCREEN
TKBD
203
MULTIPANEL CBPROJECTION SCREENSELF-POWERED CLOCK(OFOI)
204
MULTIPANEL CBPROJECTION SCREENSELF-POWERED CLOCK(OFOI) MBD, TYPTKBD
202 - N
202 - N
202 - S
202 - S
10 10
REFR/ FRZR
MICROWAVE(COUNTERTOP)
205 204
84 6FEC
FEC, (E)
202A200S1
2
205
MBD
8 6 4
HYE
RA
R CHI
T EC
TURE
P L
AN
NIN
G
INT E
RIO
RS1 0
1 W
EST
B EN
SON
S U
ITE 3
06
AN
CH O
RAG
E A
LASK
A
9950
3 9
0 7 5
6 1 5
543
200 7
EC
I/HYE
R, IN
C.
c
SUBM
IT D
ATE
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ECKE
D
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ISIO
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6/18
/200
9 7:
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n\D
D_U
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ND
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G.R
EMO
DEL
-loca
l.rvt
A8.3
INTE
RI O
REL
EVAT
ION
S
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
UI L
DIN
GR
EMO
DEL
S CH
EMA T
IC D
ESIG
N
SPJUN
E 12
, 200
9
JS
1/4" = 1'-0"4 202 - S
1/4" = 1'-0"6 202 - W
1/4" = 1'-0"1 202 - N 1/4" = 1'-0"3 202 - E
1/4" = 1'-0"22 203 - N 1/4" = 1'-0"23 203 - E
1/4" = 1'-0"24 203 - S
1/4" = 1'-0"25 203 - W 1/4" = 1'-0"26 204 - N
1/4" = 1'-0"27 204 - E
1/4" = 1'-0"28 204 - S
1/4" = 1'-0"2 202 KITCHEN - N 1/4" = 1'-0"5 202 KITCHEN - S
1/4" = 1'-0"29 204 - W
1/4" = 1'-0"15 201 - S 1/4" = 1'-0"16 201 - W
1/4" = 1'-0"30 205 - N
205B
10WS-2
WS-2WS-2 (TYP) WS-2 (TYP) WS-2 (TYP)
205G
WS-2 WS-2
10 10
MIRROR
PTDR SND
206
MIRROR
207
MIRRORELEVATOROPENING320318319309
MBD, TYPTKBD
DF
302 310315316 314 301B
205F
1010
7' -
0"205D 205C 205B
10 10 10 10
MAILBOXES
5' -
0"
MAILBOXES MBD
HYE
RA
R CHI
T EC
TURE
P L
AN
NIN
G
INT E
RIO
RS1 0
1 W
EST
B EN
SON
S U
ITE 3
06
AN
CH O
RAG
E A
LASK
A
9950
3 9
0 7 5
6 1 5
543
200 7
EC
I/HYE
R, IN
C.
c
SUBM
IT D
ATE
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AWN
CH
ECKE
D
REV
ISIO
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PLO
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9 7:
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G.R
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DEL
-loca
l.rvt
A8.4
INTE
RI O
REL
EVAT
ION
S
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
UI L
DIN
GR
EMO
DEL
S CH
EMA T
IC D
ESIG
N
SPJUN
E 12
, 200
9
JS
1/4" = 1'-0"4 205B - N 1/4" = 1'-0"5 205B - E
1/4" = 1'-0"6 205B - S 1/4" = 1'-0"7 205B - W
1/4" = 1'-0"8 205G - N 1/4" = 1'-0"9 205G - E
1/4" = 1'-0"10 205G - S 1/4" = 1'-0"11 205G - W
1/4" = 1'-0"12 206 WOMEN'S RESTROOM - N
1/4" = 1'-0"13 206 WOMEN'S RESTROOM - E 1/4" = 1'-0"14 206 WOMEN'S RESTROOM - S
1/4" = 1'-0"15 206 WOMEN'S RESTROOM - W 1/4" = 1'-0"16 207 MEN'S RESTROOM - N
1/4" = 1'-0"17 207 MEN'S RESTROOM - E 1/4" = 1'-0"18 207 MEN'S RESTROOM - S
1/4" = 1'-0"19 207 MEN'S RESTROOM - W 1/4" = 1'-0"20 302 - N
1/4" = 1'-0"21 302 - E 1/4" = 1'-0"22 302 - S
1/4" = 1'-0"23 302 - W
1/4" = 1'-0"1 205 - E 1/4" = 1'-0"2 205 - S
1/4" = 1'-0"3 205 - W
CLOSUREPANEL
OPEN
309
310
MICROSCOPE STORAGE
SEAWATERTABLE 2'
- 7"
1' -
6"3'
- 0"
314B 313
SEAWATERTABLE
SEAWATER TABLE
313
MBD
WS-2
WS-2 (TYP)
WS-2MBD
BALANCE TABLE, TYP
2' -
7"4'
- 6"
BALANCE TABLE
2' -
6"1'
- 11
"2'
- 7"
7' -
1"
OPEN OPEN OPEN
307
BALANCE TABLE
23F
314632H8601
TUX0930023"DP TABLE FRAME
24"D EPOXY WORK SURFACE
632H8601
TUX0930023"DP TABLE FRAME
24"D EPOXY WORK SURFACE
632H8601
TUX0930023"DP TABLE FRAME
24"D EPOXY WORK SURFACE
632H8601
TUX0930023"DP TABLE FRAME
24"D EPOXY WORK SURFACE
TM2460 TM2460 TM2460 TM2460
314B
FEC
TM2460 TM2460 TM2460
MIRROR
PTDR
319
HYE
RA
R CHI
T EC
TURE
P L
AN
NIN
G
INT E
RIO
RS1 0
1 W
EST
B EN
SON
S U
ITE 3
06
AN
CH O
RAG
E A
LASK
A
9950
3 9
0 7 5
6 1 5
543
200 7
EC
I/HYE
R, IN
C.
c
SUBM
IT D
ATE
DR
AWN
CH
ECKE
D
REV
ISIO
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PLO
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6/18
/200
9 7:
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3 PM
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ND
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DEL
-loca
l.rvt
A8.5
INTE
RI O
RE L
E VA T
ION
S - T
HI R
DFL
OO
R
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
UI L
DIN
GR
EMO
DEL
S CH
EMA T
IC D
ESIG
N
SPJUN
E 12
, 200
9
JS
1/4" = 1'-0"5 309 - S
1/4" = 1'-0"10 310 - N 1/4" = 1'-0"11 310 - E
1/4" = 1'-0"12 310 - S 1/4" = 1'-0"13 310 - W
1/4" = 1'-0"14 313 - N
1/4" = 1'-0"15 313 - E 1/4" = 1'-0"16 313 - S
1/4" = 1'-0"17 313 - W
1/4" = 1'-0"1 307 - N 1/4" = 1'-0"2 307 - E
1/4" = 1'-0"3 307 - S 1/4" = 1'-0"4 307 - W
1/4" = 1'-0"18 314 - E 1/4" = 1'-0"19 314 BIO LAB - S
1/4" = 1'-0"20 314 - W 1/4" = 1'-0"21 314 - BENCH ISLAND
1/4" = 1'-0"22 318 & 319 - N 1/4" = 1'-0"23 318 & 319 - E
1/4" = 1'-0"24 318 & 319 - S 1/4" = 1'-0"25 318 & 319 - W
LAB SINKS AND FIXTURES SCHEDULES
SINK SCHEDULETAG MATERIAL WIDTH LENGTH DEPTH #/BOWLS NOTES/REMARKSS01 EPOXY 20.0000 35.0000 1S02 EPOXY 20.0000 35.0000 1S03 EPOXY 15.0000 21.0000 1S04 EPOXY 18.0000 18.0000 1 C CUPSINK-SEAWATERS05 EPOXY 6.0000 9.0000 1S06 EPOXY 6.0000 9.0000 1
S07 STAINLESS STEEL EXISTING FREESTANDING S.S. SINK-RELOCATE
S08 SEAWATER WET TABLE 30.0000 108.0000 10.0000 1 CUSTOM ACRYLIC SEAWATER WET TABLES09 FLOOR SINK FOR ICE MAKERS010 AUTOPSY SINK 24.0000 75.5000 5.0000 1 RELOCATE EXISTING
WATER FIXTURE SCHEDULE-GROUPSTAG HOT/COLD (H/C) COLD WATER (CW) REVERSE OSMOSIS (RO) DEIONIONIZED (DI) SEAWATER UNFILTERED SEAWATER FILTERED EYEWASH (EW) EMERGENCY SHOWER (ES) HOSE REEL (HRL)
F01 W1 W10F02 W1 W2F03 W1 W2 W10F04 W1 W2 W3 W10F05 W4F06 FUME HOODF07 W5F08 W5F09 W5 W5F10 ICE MAKERF11 W8F12 HOSE BIBB
F13 ADA RETROFIT OR REPLACE ADA RETROFIT OR REPLACE W10UPGRADE HANDLES OR REPLACE FIXTURESTO MEET ADA ACCESSIBILITY
F14 W6 W6 1 OUTLET FILTERED, 1 OUTLET UNFILTERED
F15 W13 2-W12
WALL MOUNTED SEAWATER WITH 2 STAGESEAWATER FILTRATION WITH TAP FOR EACH"COARSE" FILTRATION & "FINE" FILTRATIONINTO SINK. EACH TAP TO ALLOWATTACHMENT OF STANDARD GARDEN HOSE.FILTER CARTRIDGES ARE TO BE LOCATEDON WALL AT END OF SINK FOR EASE OFSERVICE. WALL MOUNTED H/C.
F16F17
WATER FIXTURE TYPESTAG TYPE PRODUCT
W1 H/C VACUUM BREAKER FAUCETW2 CW FAUCET
W3 PURE WATER FAUCET
W4 CW WALL VALVE
W5 SEAWATER FAUCET
W6 SEAWATER FAUCETW7W8 HOSE REELW9 HOSE BIBBW10 EYEWASH
W11 SAFETY SHOWER
W12 SEAWATER FAUCET TAP
W13 WALL H/C FAUCET
GAS FITTING SCHEDULETAG TYPE GAS AIR MOUNT NOTES/REMARKSF21 AIR YES WALLF22 GAS YES WALLF23 AIR YES DECKF24 GAS YES DECKF25 AIR YES HOODF26 GAS YES HOOD
FUME HOOD SCHEDULETAG TYPE SIZE UTILITIES TOP SINK ROOM MOUNT ADA NOTES/REMARKS
H-1GENERAL PURPOSE CHEMICALFUME HOOD: SAFEAIRE II 72" x 31.25" CW, GAS, AIR,DUPLEX OUTLETS EPOXY CUP
H-2
GENERAL PURPOSE ADAACCESSIBLE CHEMICAL FUMEHOODHOPEC IV 72" x 31.25" CW, GAS, AIR,DUPLEX OUTLETS EPOXY CUP YES
H-3 CANOPY HOOD 72"H-4 SNORKEL HOOD
HYE
RA
R CHI
T EC
TURE
P L
AN
NIN
G
INT E
RIO
RS1 0
1 W
EST
B EN
SON
S U
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06
AN
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RAG
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LASK
A
9950
3 9
0 7 5
6 1 5
543
200 7
EC
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A8.6
INTE
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REL
EVAT
ION
SS C
HED
UL E
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
UI L
DIN
GR
EMO
DEL
S CH
EMA T
IC D
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N
SPJUN
E 12
, 200
9
JS
1 2 3 4 5
A
B
C
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.SUSP. GWB9' - 0"
OPEN TOSTRUCTURE ABOVE
1A5.1
2A5.1
A.F.F.2' x 4' ACT System
9' - 0"
101
109 108
111
110
104
106 105 114
112A
112 115 107
A.F.F.GWB on Mtl. Stud
9' - 0"
A.F.F.GWB on Mtl. Stud
8' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
102
A.F.F.1-HR CLG.9' - 0"
OPEN TOSTRUCTURE ABOVE
A.F.F.Accoustic Panel
13' - 5 1/2"
WT-3, TYP.WT-3, TYP.WT-3, TYP.WT-3, TYP.
WT-3, TYP.
A9.12
HORIZONTAL SHAFT WALLASSEMBLY CONSTRUCTION
FUME HOOD(TYP)
OPEN TOSTRUCTURE ABOVE
REFLECTED CEILING PLAN LEGEND:
DIRECT/INDIRECT RECESSED MOUNTED LIGHT FIXTURE
RECESSED CAN LIGHT FIXTURE
CEILING MOUNTED PROJECTOR
PERIMETER RECESSED LIGHT FIXTURE
DROP DOWN PROJECTION SCREEN
BLACKOUT SHADE (WT-1)
HORIZONTAL BLINDS (WT-3)
LED SURFACE MOUNTED STRIP LIGHT FIXTURE
WALL TO ROOF STRUCTURE(UNDERSIDE OF DECK OR STRUCTURE)
WALL TO 6" ABOVE CEILING , GWB OR ACT
ACOUSTICAL CEILING TILE
FLUORESCENT SURFACE MOUNTED LIGHT FIXTURE
ACOUSTICAL CEILING PANEL
SEAWATER DISTRIBUTION GRID
DIRECT/INDIRECT SUSPENDED LIGHT FIXTURE
1 2
B
CUNISTRUT FRP SEAWATER DISTRIBUTION GRID
HYE
RA
R CHI
T EC
TURE
P L
AN
NIN
G
INT E
RIO
RS1 0
1 W
EST
B EN
SON
S U
ITE 3
06
AN
CH O
RAG
E A
LASK
A
9950
3 9
0 7 5
6 1 5
543
200 7
EC
I/HYE
R, IN
C.
c
SUBM
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ECKE
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REF
LEC
T ED
CE I
LIN
GP L
A N -
FIR
S T F
LOO
R
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
UI L
DIN
GR
EMO
DEL
S CH
EMA T
IC D
ESIG
N
SPJUN
E 12
, 200
9
JS
1/8" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN
1/4" = 1'-0"2 ENLARGED SEAWATER LAB
1 2 3 4 5
A
B
C
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.GWB on Mtl. Stud
8' - 0"
A.F.F.GWB on Mtl. Stud
8' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
WT-1, TYP. WT-1, TYP.
WT-1, TYP. WT-3, TYP.
WT-3, TYP.
REFLECTED CEILING PLAN LEGEND:
DIRECT/INDIRECT RECESSED MOUNTED LIGHT FIXTURE
RECESSED CAN LIGHT FIXTURE
CEILING MOUNTED PROJECTOR
PERIMETER RECESSED LIGHT FIXTURE
DROP DOWN PROJECTION SCREEN
BLACKOUT SHADE (WT-1)
HORIZONTAL BLINDS (WT-3)
LED SURFACE MOUNTED STRIP LIGHT FIXTURE
WALL TO ROOF STRUCTURE(UNDERSIDE OF DECK OR STRUCTURE)
WALL TO 6" ABOVE CEILING , GWB OR ACT
ACOUSTICAL CEILING TILE
FLUORESCENT SURFACE MOUNTED LIGHT FIXTURE
ACOUSTICAL CEILING PANEL
SEAWATER DISTRIBUTION GRID
DIRECT/INDIRECT SUSPENDED LIGHT FIXTURE
HYE
RA
R CHI
T EC
TURE
P L
AN
NIN
G
INT E
RIO
RS1 0
1 W
EST
B EN
SON
S U
ITE 3
06
AN
CH O
RAG
E A
LASK
A
9950
3 9
0 7 5
6 1 5
543
200 7
EC
I/HYE
R, IN
C.
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ECKE
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A9.2
REF
LEC
T ED
CE I
LIN
GP L
A N -
SEC
ON
DFL
OO
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1207
UN
IVER
SITY
OF
ALAS
K A S
OU
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ST
A ND
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DIN
GR
EMO
DEL
S CH
EMA T
IC D
ESIG
N
SPJUN
E 12
, 200
9
JS
1/8" = 1'-0"1
SECOND FLOOR REFLECTED CEILINGPLAN
1 2 3 4 5
A
B
C
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.GWB on Mtl. Stud
8' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.2' x 4' ACT System
9' - 0"
A.F.F.GWB on Mtl. Stud
9' - 0"
WT-3, TYP.
WT-3, TYP.
WT-3, TYP.
WT-3, TYP.
REFLECTED CEILING PLAN LEGEND:
DIRECT/INDIRECT RECESSED MOUNTED LIGHT FIXTURE
RECESSED CAN LIGHT FIXTURE
CEILING MOUNTED PROJECTOR
PERIMETER RECESSED LIGHT FIXTURE
DROP DOWN PROJECTION SCREEN
BLACKOUT SHADE (WT-1)
HORIZONTAL BLINDS (WT-3)
LED SURFACE MOUNTED STRIP LIGHT FIXTURE
WALL TO ROOF STRUCTURE(UNDERSIDE OF DECK OR STRUCTURE)
WALL TO 6" ABOVE CEILING , GWB OR ACT
ACOUSTICAL CEILING TILE
FLUORESCENT SURFACE MOUNTED LIGHT FIXTURE
ACOUSTICAL CEILING PANEL
SEAWATER DISTRIBUTION GRID
DIRECT/INDIRECT SUSPENDED LIGHT FIXTURE
HYE
RA
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-loca
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A9.3
REF
LEC
T ED
CE I
LIN
GP L
A N -
THIR
D F
LOO
R
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
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ST
A ND
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N B
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DIN
GR
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DEL
S CH
EMA T
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N
SPJUN
E 12
, 200
9
JS
1/8" = 1'-0"1 THIRD FLOOR REFLECTED CEILING PLAN
Level 10' - 0"
4"
COLD LAB AND/ORFREEZER UNIT DOOR
COLD LAB AND/ORFREEZER UNIT FLOOR
CONT PT SLEEPERSRIPPED TO ACCOMMODATESLAB SLOPE
CONT. 4 X 6 X 3/4 HOTDIPPED GALV. STL.ANGLE WELDED TOSLAB EDGE ANGLE
CONC. SLAB
7 1/
2"
NON-SLIP TAPE
CONT. 4 X 6 X 3/4"HOT DIPPED GALV.STL. EDGE ANGLE
(SEE STRUCT.)
DEPRESSED CONC SLAB
ALIGN
COLD LAB AND/ORFREEZER UNIT WALL
COLD LABAND/ORFREEZERUNIT FLOOR
CONTINUOUS PTSLEEPERS RIPPED TOACCOMMODATE SLABSLOPE
CONT. HOT DIPPED GALV. STL.GRATE FABRICATED FROM 3/4"X 2" BAR STOCK & WELDED TO
SLAB EDGE ANGLE
CONC. SLAB
CONT. 4 X 6 X 3/4"HOT DIPPED GALV.STL. EDGE ANGLE
(SEE STRUCT.)
4"
7 1/
2"
DEPRESSEDCONC SLAB
ALIGN
6' -
9"
2X6 CEDAR W/ 3/4"CHAMFERED EDGES, TYP.(ATTACH TO 2X6 W/ (2)-2 1/2"X #10 GALV. DECK SCREWS@ EA. POST LOCATION. STAINTO MATCH EXIST. BLDG.)
7 1/
2"VA
RIE
S
FIN. GRADE
1/4" GAP, TYP.
1X6 CEDAR, TYP. (ATTACH TO 2X6W/ (2)-1 1/2" X #10 DECK SCREWS@ EA. POST LOCATION. STAINTO MATCH EXIST. BLDG.)
2" DIA. 17 GA. GALV.STL. PIPE POSTS @
3'-0" O.C., TYP.
1' -
0"VA
RIE
S
1/2" GALV. U-BOLT,PLATE WASHER ANDLOCKING NUTS, TYP.
VERT. PT 2X6 @ EA.GALV. STL. POST
CORE DRILL POST SLEEVEIN CONC. & FILL W/ POR-ROK
REINF. CONC.SLAB (SEE CIVIL)
REINF. CONC.RETAINING WALL(SEE CIVIL)
SUB-BASE (SEE CIVIL)
BACKFILL(SEE CIVIL)
4
A10.1
2" DIA. 17 GA. GALV.STL. PIPE BOTT. RAIL
2" DIA. 17 GA. GALV.STL. PIPE TOP RAIL
CONT. PT 2X6
GALV. PLATEWASHER
GALV. U-BOLT
2" DIA. 17GAGALV. STL. PIPE
GALV. LOCKINGNUT, TYP.
CONT. CEDAR 2X6(STAINED TO MATCHEXIST. BLDG.)
(2)-2 1/2" X #10GALV. DECKSCREWS
LINE OF CHAMFERBEYOND
MORTISE 2X6 @U-BOLTLOCATIONS
2" DIA. 17GAGALV. STL. PIPE
GALV. BRACKET@ ENDS & MIDDLE
OF EA. POST
CONT.PT 2X6
CONT. CEDAR 2X6(STAINED TO MATCH
EXIST. BLDG.)
(2)-2 1/2" X #10GALV. DECKSCREWS
LINE OF CHAMFERBEYOND
MITERED CORNER
FIRST FLOOR0' - 0"
1
EXISTING -FOUNDATION
-2' - 4"
1A10.20 0.5 0.97
A10.1
T.O.S. (LOADINGDOCK CANOPY)
8' - 2"
12' - 6 1/4" 9' - 4" 1' - 6"
103C
STL. COL. (SEE STRUCT.)
FIN. GRADE (SEE CIVIL)
COL. FTG. (SEE STRUCT.)
FREEZERUNIT BEYOND
LINEAREQUIPMENT
ROOM104
CONC. SLABON GRADE(SEE CIVIL)
STAIRWELLBEYOND
CONC. SLABON GRADE(SEE CIVIL)
EXIST. CONC. SLAB
EXIST. FTG.
EXIST. FND. WALL
STL. COL.(SEE STRUCT.)
STL. COL.(SEE STRUCT.)
EPDM MEMBRANE ROOF SYS. @LOADING DOCK CANOPY
CANOPY ROOF FRAMING(SEE STRUCT.)
A10.18
A10.23
SLOPE: 1/4" : 1'-0"
7' -
6"TO
BO
TT. O
F BE
AM
42" HIGH GUARDRAILBEYOND
C.I.P. CONC.RETAINING WALL(SEE CIVIL)
FTG. (SEE CIVIL)
3' -
6"
FIRST FLOOR0' - 0"
B
EXISTING -FOUNDATION
-2' - 4"
B.1 B.4
A10.11
T.O.S. (LOADINGDOCK CANOPY)
8' - 2"
6A10.1
OUTLINE OFCOLD LAB UNIT
1' - 4" 11' - 8"
104
STL. COL. (SEE STRUCT.)
A10.18
EPDM MEMBRANE ROOFING SYS.@ LOADING DOCK CANOPY
ROOF FRAMING(SEE STRUCT.)
A10.18
EXIST. WALLBEYOND
INFILLED WALL
EXIST. FND.WALL
EXIST. FTG.
CONC. SLAB ONGRADE (SEE CIVIL)
SLOPE: 1/8" : 1'-0"
EXIST. FTG. EXIST. FND. WALL& FTG. BEYOND
CONC. SLAB ONGRADE (SEE CIVIL)
REINF. CONC. FND.WALL (SEE CIVIL)
REINF. CONC. FTG.(SEE CIVIL)
COL. FTG. BEYOND(SEE STRUCT.)
7' -
6"TO
BO
TT. O
F BE
AM(S
)
SLOPE: 1/4" : 1'-0"A10.2
3
CONT. PRE-FINISHEDMTL. COPING
7 1/
2"
CONT. CLEAT
CONT. 2" X 6" X 1/4"THK. BENT STL.PLATE WELDED TOBEAM (SEE STRUCT.)
W8X15 STL. BEAM(SEE STRUCT.)
STL. COL. BEYOND(SEE STRUCT.)
ALIGN EDGE OFBEAM FLANGES W/FACE OF COL.
HEMMED DRIP
FULLY ADHERED MEMBRANE FLASHINGO/ COPING & ROOF MEMBRANE
WRAP ROOFMEMBRANE O/ FACEOF BENT PLATE
CONT. P.T. CANT RIPPED TOMATCH ROOF SLOPE
EPDM MEMBRANEROOFING SYS.
ROOF SHEATHINGO/ SLEEPERS
MTL. ROOF DECK(SEE STRUCT.)
2X6 PT SLEEPERS@ 16" O.C. RIPPEDTO PROVIDE 1/4" :1'-0" ROOF SLOPE
4 1/
4"VA
RIE
S
HYE
RA
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TURE
P L
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6/18
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9 5:
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C:\R
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UAS
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EMO
DEL
-loca
l.rvt
A10.1
EXTE
RIO
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ETAI
LS
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
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DIN
GR
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DEL
S CH
EMA T
IC D
ESIG
N
SMC
JUN
E 12
, 200
9
Che
cker
3" = 1'-0"1
THRESHOLD @ COLD LAB/FREEZERUNIT DOORS
3" = 1'-0"2
GRATE DTL. @ COLD LAB/FREEZERUNITS
1" = 1'-0"3 SCREEN FENCING DTL.
3" = 1'-0"4 SCREENING DTL. @ TYP. POST
3" = 1'-0"5 SCREENING DTL. @ TYP. CORNER POST
1/2" = 1'-0"6
LONGITUDINAL SECTION THRU LOADINGDOCK CANOPY
1/2" = 1'-0"7
TRANSVERSE SECTION THRU LOADINGDOCK CANOPY
3" = 1'-0"8
ROOF EDGE DETAIL @ LOADING DOCKCANOPY
FIRST FLOOR0' - 0"
B C
EXISTING -FOUNDATION
-2' - 4"
2A10.2
B.1 B.4
T.O.S. (LOADINGDOCK CANOPY)
8' - 2"
6A10.1
11' - 8"
36" HIGHGUARDRAIL/HANDRAIL
ASSEMBLY
RAMP FND. WALL(SEE CIVIL)
RAMP FND. WALLFTG. (SEE CIVIL)
RAMP LANDING
HANDRAIL ASSEMBLY BEYOND36" HIGH HANDRAILASSEMBLY
42" HIGH GUARDRAILASSEMBLY
RAMP
CONC. SLAB ONGRADE (SEE CIVIL)
STL. COL. BEYOND(SEE STRUCT.)
ROOF FRAMING(SEE STRUCT.)
EPDM MEMBRANE ROOFING SYS.@ LOADING DOCK CANOPY
STL. COL. BEYOND(SEE STRUCT.)
FND. WALL BEYOND
FIN. GRADE (SEE CIVIL)
COLD LAB ROOF TOPCONDENSING UNIT
COLD LAB UNIT BEYOND
FREEZER UNIT
FREEZER UNIT ROOFTOP CONDENSING UNIT
CONC. RETAININGWALL (SEE CIVIL)FIN. GRADE (SEE CIVIL)
FND. WALL FTG.(SEE CIVIL)
CONC. SLAB ONGRADE (SEE CIVIL)
CONC. FND. WALL(SEE CIVIL)
FND. WALL FTG.(SEE CIVIL)
SLOPE: 1/4" : 1'-0"
1' - 4"
FIRST FLOOR0' - 0"
1
EXISTING -FOUNDATION
-2' - 4"
1ST FL. FIN.CEILING
9' - 0"
1A10.20 0.5 0.9
7A10.1
T.O.S. (LOADINGDOCK CANOPY)
8' - 2"
111A
12' - 6 1/4" 9' - 4" 1' - 6"
STL. COL. @CANOPY BEYOND(SEE STRUCT.)
FIN. GRADEBEYOND (SEECIVIL)
GUARDRAIL/HANDRAILASSEMBLY @ RAMP EDGE
UPPER RAMP BEYOND
CROSS SLOPE @RAMP = 1/8" : 1'-0"
RAMP FND. WALL(SEE CIVIL)
FTG. (SEE CIVIL)
RAMP LANDING
CONC. FND.WALL BEYOND
CONC. RAMP
RAMP LANDING
3' -
6"
42" HIGH GUARDRAIL ASSEMBLY BEYOND
COLD LAB UNIT BEYOND
COLD LAB ROOF TOPCONDENSING UNIT
STL. BEAM @CANOPY BEYOND(SEE STRUCT.)
36" HIGH HANDRAILASSEMBLY BEYOND
36" HIGH HANDRAILASSEMBLY BEYOND
EXIST. FTG.
EXIST. FND. WALL
EXIST. SLAB
INFILL WALL AS SCHED.
42" HIGH GUARDRAILBEYOND
RETAINING WALLBEYOND
STEP BEYOND
LOADING DOCK ROOFCANOPY BEYOND
0.9
T.O.S. (LOADINGDOCK CANOPY)
8' - 2"
CONT. PRE-FINISHEDMTL. COPING
CONT. CLEAT
CONT. 2" X 6" X 1/4" THK.BENT STL. PLATE WELDED
TO BEAM (SEE STRUCT.)W8X15 STL. BEAM
(SEE STRUCT.)
STL. COL. BEYOND(SEE STRUCT.)
ALIGN EDGE OF BEAMFLANGES W/ FACE OF COL.
HEMMED DRIP
FULLY ADHEREDMEMBRANE FLASHING O/COPING & ROOF MEMBRANE
WRAP ROOF MEMBRANEO/ FACE OF BENT PLATE
CONT. P.T. BLKG. AS REQ'D.
EPDM MEMBRANEROOFING SYS.ROOF SHEATHINGO/ SLEEPERS
MTL. ROOF DECK(SEE STRUCT.)
2X6 PT SLEEPERS@ 16" O.C. RIPPEDTO PROVIDE 1/4" :1'-0" ROOF SLOPE
FACE OF EXIST. WALL
BOTT. OF EXIST. SOFFIT
7 1/
2"
CONT. 20 GA. PRE-FINISHED MTL. FLASHING W/HEMMED DRIP & INTEGRAL TERMINATION BARSET IN FULL BED OF SEALANT
#10 X 1 1/2" S.S. WOOD SCREWS @ 8" O.C.
CONT. BED OF SEALANT
SCREW ATTACHSLEEPERS TO MTL.DECK (SEE STRUCT.)
HYE
RA
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TURE
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B EN
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6 1 5
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UAS
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7-01
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C:\R
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DEL
-loca
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A10.2
EXTE
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ETAI
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1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
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DIN
GR
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DEL
S CH
EMA T
IC D
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N
SMC
JUN
E 12
, 200
9
Che
cker
1/2" = 1'-0"1 SECTION THROUGH UPPER RAMP
1/2" = 1'-0"2 SECTION THRU LOWER RAMP 3" = 1'-0"3
FLASHING DTL. @ LOADING DOCKCANOPY
CAST IRON DOME
CAST IRON CLAMP DEVICE
EPDM ROOF MEMBRANE
ROOF DRAIN PAN
ROOF SHEATHING
PT SLEEPERS
MTL. ROOF DECK(SEE STRUCT.)
UNDER DECK CLAMP
CAST IRON DRAIN BODY
EMERGENCY OVERFLOW DRAIN
1 3/
4"
CAST IRON CLAMP DEVICE
SEE MECH. FOR ROOF DRAIN &EMERGENCY OVERFLOWRISER CONTINUATION &
CONNECTION REQ'S.
ZURN RD2130 4-INCH NO-HUB COMBINATIONROOF DRAIN & OVERFLOW
HYE
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UAS
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7 PM
C:\R
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DEL
-loca
l.rvt
A10.3
EXTE
RIO
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ETAI
LS
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
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DIN
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DEL
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JUN
E 12
, 200
9
Che
cker
3" = 1'-0"1
ROOF DRAIN DTL. @ LOADING DOCKCANOPY
A C DB FE H
3" PER SCHED. 3"2" PER SCHED. 2" 3" PER SCHED. 3"
3"PE
R S
CH
ED.
2"PE
R S
CH
ED.
3"PE
R S
CH
ED.
3"PE
R S
CH
ED.
3" PER SCHED. 3"
4' -
0"6"
6" 6"4"4"
4"4"
PER SCHED.
PER
SC
HED
.
3" PER SCHED. 3"
3"PE
R S
CH
ED.2' -
1"6"
5" 6"4"4" 4"4"
6"3'
- 6"
3" 1' - 6"PER SCHED. 3"
3"PE
R S
CH
ED.
6"4'
- 0"
G
PER
SC
HED
.3"
6"2'
- 1"
3" PER SCHED. 3"
J
3" PER SCHED. 3"
3"PE
R S
CH
ED.
6"6"
6"1'
- 0"
4' - 3" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 1 1/4"
2
9' -
0 1/
4"
3' -
6"3'
- 7
1/4"
1' -
11"
SOLID WALL ASSEMBLY
TYP, INT.GLAZING U.N.O.
I
E202A
24' - 4 1/4"
3
3' -
7 1/
4"3'
- 6"
4' - 1" 4' - 2 1/2"
8' - 3 1/2"
202B
I
4
I
C
9' -
1 1/
4"
3' -
6"5'
- 7
1/4"
12' - 2"
4' - 1 1/2" 4' - 0" 4' - 0 1/2"
5
C
I
9' -
1 1/
4"
3' -
6"5'
- 7
1/4"
1' - 7 3/4"
9' -
1 1/
4"
3' -
6"3'
- 7
1/4"
2' -
0"
5' - 10 1/4"
2' - 5 1/4"3' - 2 1/2"
205
I
6
9' -
1 1/
4"
3' -
6"5'
- 7
1/4"
2' - 1 3/4"
7
C
I
8
I
C
9' -
1 1/
4"
3' -
6"5'
- 7
1/4"
4' - 1"4' - 0"4' - 2 1/2"
12' - 3 1/2"
3' - 10 1/2"4' - 2 3/4"4' - 0"3' - 2 1/2"4' - 0 1/2"
19' - 4 1/4"
4' -
1 1/
4"3'
- 0"
3' -
6 3/
4"
10' -
8"
SOLID WALL ASSEMBLY
1
I
110
10
3' - 6"
1' -
6"
HYE
RA
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TURE
P L
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SON
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06
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9950
3 9
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6 1 5
543
200 7
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C.
c
SUBM
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6/18
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UAS
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DEL
-loca
l.rvt
A12.1
SCH
EDU
LES ,
DO
OR
TYP E
S &
S TO
RE F
RO
NTS
1207
UN
IVER
SITY
OF
ALAS
K A S
OU
T HEA
ST
A ND
ERSO
N B
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DIN
GR
EMO
DEL
S CH
EMA T
IC D
ESIG
N
SPJUN
E 12
, 200
9
JS
Door Schedule
Number Width Height ThicknessTypeMark Door Material Finish
FrameMaterial
FrameFinish Hardware Function Fire Rating
GlassType Comments
102 3' - 0" 7' - 0" 0' - 1 3/4" C HM PT HM PT E-UTILITY ROOM - KNURLED LEVER103C 3' - 0" 7' - 0" 0' - 1 3/4" J ALUM. FAC ALUM. FAC F-PANIC EGRESS A104 6' - 0" 7' - 0" 0' - 1 3/4" B HM PT HM PT F-PANIC EGRESS A105 3' - 0" 7' - 0" 0' - 1 3/4" C HM PT HM PT C-PRIVACY LATCH -106 3' - 0" 7' - 0" 0' - 1 3/4" C HM PT HM PT C-PRIVACY LATCH -107 3' - 0" 7' - 0" 0' - 1 3/4" C HM PT HM PT E-UTILITY ROOM 1-HR RATED - KNURLED LEVER108 4' - 6" 7' - 0" 0' - 2" F HM PT HM PT B-LAB I109 4' - 6" 7' - 0" 0' - 2" F HM PT HM PT B-LAB I110 3' - 0" 7' - 0" A ALUM. FAC ALUM. FAC B-LAB I111A 6' - 0" 7' - 0" 0' - 1 3/4" B FRP FAC ALUM. FAC B-LAB I111B 3' - 0" 7' - 0" 0' - 1 3/4" D FRP FAC ALUM. FAC B-LAB I112 4' - 0" 7' - 0" 0' - 1 3/4" C FRP FAC ALUM. FAC E-UTILITY ROOM -112A 2' - 10" 6' - 8" 0' - 2" C FRP FAC ALUM. FAC C-PRIVACY LATCH -114 4' - 6" 7' - 0" 0' - 2" F FRP FAC ALUM. FAC B-LAB I115 6' - 0" 7' - 0" 0' - 1 3/4" G HM PT HM PT D-STORE ROOM -202A 3' - 9 1/2" 7' - 0" A ALUM. FAC ALUM. FAC G-CLASSROOM HOLDBACK I202B 3' - 9 1/4" 7' - 0" A ALUM. FAC ALUM. FAC G-CLASSROOM HOLDBACK I203 3' - 0" 7' - 0" 0' - 1 3/4" E WD CLR HM PT G-CLASSROOM HOLDBACK I204 3' - 0" 7' - 0" 0' - 1 3/4" E WD CLR HM PT G-CLASSROOM HOLDBACK I205 3' - 0" 7' - 0" A ALUM. FAC ALUM. FAC A-OFFICE I205A 3' - 0" 8' - 3" 0' - 2" H WD CLR HM PT A-OFFICE I205B 3' - 0" 8' - 3" 0' - 2" H WD CLR HM PT A-OFFICE I205C 3' - 0" 8' - 3" 0' - 2" H WD CLR HM PT A-OFFICE I205D 3' - 0" 8' - 3" 0' - 2" H WD CLR HM PT A-OFFICE I205E 3' - 0" 8' - 3" 0' - 2" H WD CLR HM PT A-OFFICE I205F 3' - 0" 8' - 3" 0' - 2" H WD CLR HM PT A-OFFICE I205G 3' - 0" 8' - 3" 0' - 2" H WD CLR HM PT A-OFFICE I206 3' - 0" 7' - 0" 0' - 1 3/4" C WD CLR HM PT C-PRIVACY LATCH -207 3' - 0" 7' - 0" 0' - 1 3/4" C WD CLR HM PT C-PRIVACY LATCH -208 3' - 0" 7' - 0" 0' - 1 3/4" C WD CLR HM PT E-UTILITY ROOM -310 4' - 6" 7' - 0" 0' - 2" F WD CLR HM PT B-LAB I313 3' - 0" 7' - 0" 0' - 1 3/4" D WD CLR HM PT A-OFFICE I314B 3' - 0" 7' - 0" 0' - 1 3/4" D WD CLR HM PT B-LAB I315 3' - 4" 7' - 0" 0' - 1 3/4" E WD CLR HM PT B-LAB I316 3' - 4" 7' - 0" 0' - 1 3/4" E WD CLR HM PT B-LAB I317 3' - 4" 7' - 0" 0' - 1 3/4" E WD CLR HM PT A-OFFICE -318 3' - 0" 7' - 0" 0' - 1 3/4" C WD CLR HM PT C-PRIVACY LATCH -319 3' - 0" 7' - 0" 0' - 1 3/4" C WD CLR HM PT C-PRIVACY LATCH -320 3' - 0" 7' - 0" 0' - 1 3/4" C HM PT HM PT E-UTILITY ROOM - KNURLED LEVERGrand total: 39
1/4" = 1'-0"DOOR TYPES
Room Finish ScheduleRoom
Number Room Name Floor FinishBaseFinish Wall Finish Ceiling Finish
WindowTreatment Comments
100U2 PROCESS ROOM (E) TO REMAIN (E) TO REMAIN (E) TO REMAIN100U3 MECH. (E) TO REMAIN (E) PAINT (E) PAINT101 MECH. (E) TO REMAIN (E) PAINT (E) OPEN - P102 ELECTRICAL (E) TO REMAIN (E) PAINT (E) OPEN - P103 STAIR (E) TO REMAIN P P104 LINEAR EQUIPMENT ROOM EPX COATED CONC ICB EPX P MR GWB/CMU WR ACT105 W CT 1 ICB P/CT P MR GWB CT FROM BASE TO T.O. DOOR106 M CT 1 ICB P/CT P MR GWB CT FROM BASE TO T.O. DOOR107 ELEV. EQUIP SLR P GWB108 BIOLOGY UNDERGRADUATE RESEARCH LAB 3 VCT (AR) ICB EPX P MR GWB ACT WT-3109 BIOLOGY UNDERGRADUATE RESEARCH LAB 2 VCT (AR) ICB EPX P MR GWB ACT WT-3110 SEAWEED/ GREENHOUSE/ CULTURE LAB EPX COATED CONC ICB WP EPX P FILLED CMU OPEN - P WT-3111 SEAWATER RESEARCH LAB EPX COATED CONC ICB WP EPX P FILLED CMU OPEN - P WT-3112 DIVE LOCKER/ FIELD EQUIPMENT STORAGE VCT/ SLR SLR EPX P MR GWB/CMU EPX P MR GWB112A SHOWER CT 1 ICB CT P MR GWB114 SUPPORT LAB: SEAWATER LAB EPX COATED CONC ICB EPX P MR GWB EPX P MR GWB115 DEPARTMENTAL SHARED STORAGE VCT/ SLR CONC ICB P OPEN - P200 STAIR (E) TO REMAIN P P201 CORRIDOR CPT RUB P ACT202 STUDENT COMMONS - BREAKROOM CPT / CT 1 RUB P ACT WT-1203 CLASSROOM 32 SEAT CPT RUB P ACT WT-1204 CLASSROOM 42 SEAT CPT RUB P ACT WT-1205 DEPARTMENT WORKROOM / ADMIN. OFFICE CPT RUB P ACT WT-2205A OFFICE CPT RUB P ACT WT-3205B OFFICE CPT RUB P ACT WT-3205C OFFICE CPT RUB P ACT WT-3205D OFFICE CPT RUB P ACT WT-3205E OFFICE CPT RUB P ACT WT-3205F OFFICE CPT RUB P ACT WT-3205G ADJUNCT FACULTY OFFICE CPT RUB P ACT WT-3206 WOMEN'S RESTROOM CT 1 ICB P/CT P MR GWB CT FROM BASE TO T.O. DOOR207 MEN'S RESTROOM CT 1 ICB P/CT P MR GWB CT FROM BASE TO T.O. DOOR208 JANITOR'S CLOSET VCT RUB P P MR GWB301 STAIR (E) TO REMAIN P P302 CORRIDOR CPT RUB P ACT307 CHEMISTRY INSTRUMENT ROOM VCT (AR) ICB EPX P MR GWB WR ACT308 CHEMISTRY STOCK STORAGE VCT (AR) ICB EPX P MR GWB WR ACT309 CHEMISTRY INSTRUCTIONAL LAB VCT (AR) ICB EPX P MR GWB WR ACT310 SUPPORT LAB BIOLOGY INSTRUCTION VCT (AR) ICB EPX P MR GWB WR ACT313 LAB TECH SHARED OFFICE CPT RUB P ACT314 BIOLOGY INSTRUCTIONAL LAB VCT (AR) ICB EPX P MR GWB WR ACT WT-1315 BIOLOGY LAB 1B VCT (AR) ICB EPX P MR GWB ACT316 BIOLOGY LAB 1A VCT (AR) ICB EPX P MR GWB ACT317 SPECIMEN COLLECTION STORAGE VCT (AR) ICB EPX P MR GWB ACT318 W CT 1 ICB P/CT P MR GWB CT FROM BASE TO T.O. DOOR319 M CT 1 ICB P/CT P MR GWB CT FROM BASE TO T.O. DOOR320 MECHANICAL SLR (E) PAINT (E) OPEN - PGrand total: 47
1/4" = 1'-0"STOREFRONT 2
1/4" = 1'-0"STOREFRONT 3
1/4" = 1'-0"STOREFRONT 4
1/4" = 1'-0"STOREFRONT 5
1/4" = 1'-0"STOREFRONT 6
1/4" = 1'-0"STOREFRONT 7
1/4" = 1'-0"STOREFRONT 8
1/4" = 1'-0"STOREFRONT 1
1/4" = 1'-0"WINDOW TYPES