Anderson Building Remodel · a1.4 slab plan - first floor a2.1 first floor plan - new construction a2.2 second floor plan - new construction a2.3 third floor plan - new construction

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

0

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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JS

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


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 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 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




































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ITEM TO REMAIN











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27 26

13 282911

19

32

22

29' -

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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




































DEMOLITION LEGEND


ITEM TO REMAIN











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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"


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 REMAIN

NEW WORK


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 2 3 4 5

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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


109

667 SF


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.




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

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29' -

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3/4"

29' -

10

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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


MARKERBOARD (MBD)

TACKBOARD (TKBD)

FD FLOOR DRAIN

FS FLOOR SINK


























GENERAL NOTES:











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9

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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


MARKERBOARD (MBD)

TACKBOARD (TKBD)

FD FLOOR DRAIN

FS FLOOR SINK


























GENERAL NOTES:











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9

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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

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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"


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


FIRST FLOOR0' - 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

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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"


1234

EXISTING -FOUNDATION

-2' - 4"

THIRD FLOOR27' - 0"

ROOF39' - 8"

1A5.1

14' -

0"

13' -

0"

12' -

8"

BIOLOGY LAB 1A316

SPECIMENCOLLECTION

STORAGE317


LAB314

SUPPORT LABBIOLOGY

INSTRUCTION310

ADJUNCTFACULTY OFFICE

205G


ADMIN. OFFICE205

CLASSROOM 42SEAT204


108


109


111MECH.100U3

FIRST FLOOR0' - 0"


A B C

THIRD FLOOR27' - 0"

ROOF39' - 8"

2A5.1

12' -

8"

13' -

0"

14' -

0"

NEW ELEVATOR SHAFTENCLOSURE


109

DEPARTMENTALSHARED

STORAGE115

OFFICE205B


ADMIN. OFFICE205

CORRIDOR201

BIOLOGY LAB 1B315

CORRIDOR302

CHEMISTRYINSTRUMENT

ROOM307

CHEMISTRYSTOCK STORAGE

308

LINEAREQUIPMENT

ROOM104

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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"


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"


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"

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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


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


109667 SF


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

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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


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

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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


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"


110

UNISTRUT FRPSEAWATERDISTRIBUTION GRID

112A

6" CONC. CURB

HANGINGAREA

FRP UTILITY SINK

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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




OPEN AREA


577H5220





OPEN AREA


577H5220




306S5320

BC30B BM30A BM30ABM30A3'

- 0"

2' -

6"

UMBILICAL

203 202B

3

10 10

201

ELEVATOROPENING 208 200C2B

DFF.A. ANNUNCIATOR PANEL

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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

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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

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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



632H8601



632H8601



TM2460 TM2460 TM2460 TM2460

314B

FEC

TM2460 TM2460 TM2460

MIRROR

PTDR

319

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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

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A.F.F.2' x 4' ACT System

9' - 0"

A.F.F.SUSP. GWB9' - 0"

OPEN TOSTRUCTURE ABOVE

1A5.1

2A5.1


9' - 0"

101

109 108

111

110

104

106 105 114

112A

112 115 107

A.F.F.GWB on Mtl. Stud

9' - 0"


8' - 0"


9' - 0"


9' - 0"

102

A.F.F.1-HR CLG.9' - 0"


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)


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

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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


9' - 0"


9' - 0"


8' - 0"


8' - 0"


9' - 0"


9' - 0"


9' - 0"


9' - 0"

WT-1, TYP. WT-1, TYP.

WT-1, TYP. WT-3, TYP.

WT-3, TYP.

















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1/8" = 1'-0"1

SECOND FLOOR REFLECTED CEILINGPLAN

1 2 3 4 5

A

B

C


9' - 0"


9' - 0"


9' - 0"


8' - 0"


9' - 0"


9' - 0"


9' - 0"


9' - 0"


9' - 0"


9' - 0"

WT-3, TYP.

WT-3, TYP.

WT-3, TYP.

WT-3, TYP.

















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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


-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.)


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


-2' - 4"

B.1 B.4

A10.11


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


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/

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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


-2' - 4"

2A10.2

B.1 B.4


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



ROOF FRAMING(SEE STRUCT.)

EPDM MEMBRANE ROOFING SYS.@ LOADING DOCK CANOPY


FND. WALL BEYOND


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. FND. WALL(SEE CIVIL)

FND. WALL FTG.(SEE CIVIL)

SLOPE: 1/4" : 1'-0"

1' - 4"

FIRST FLOOR0' - 0"

1


-2' - 4"

1ST FL. FIN.CEILING

9' - 0"

1A10.20 0.5 0.9

7A10.1


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


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.)


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


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.)

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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


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

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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"

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DO

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TYP E

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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"WINDOW TYPES

Anderson Building Remodel · a1.4 slab plan - first floor a2.1 first floor plan - new construction a2.2 second floor plan - new construction a2.3 third floor plan - new construction

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